20131207 Ver 1_Riparian Buffer Authorization_20131119

Memo
TOWN of 20 13 120 7
WAKE FOREST
To: Chem Smith
From: Holly Miller
[dug
Date: 11/14/13
Re: Buffer Authorization Form - Richland Creek
Cherri-
301 S. Brooks Street
Wake Forest, NC 27587
t 919.435.9400
www.wakeforestnc.gov
NOV 18 2013 !1
Attached are three sets of the Buffer Authorization Form for the Richland Creek stream
bank enhancement project.
Please let me know if you have any questions.
Holly Miller, PE, CPESC, CFM
Assistant Town Engineer
Town of Wake Forest
301 South Brooks Street
Wake Forest, NC 27587
Office: (919) 435 -9443
Email: [e-mail]
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20 13 120 T
State of North Carolina
Department of Environment and Natural Resources
DlvWon of Water Resources Division of Water Resources
15A NCAC 026.0233 (8)(b), .0243 (8)(b), .0250 (11)(b), .0259 (8)(b), .0267 (11)(c), .0607 (e)(2) - Buffer Authorization
FORM: BA 10 -2013
Riparian Buffer Authorization Form
A. Applicant Information
1. Project Information
1a. Name of project:
Richland Creek Stream Enhancement
1b. County:
Wake
1c. Nearest municipality:
Wake Forest
1d. Subdivision name:
Olde Mill Stream
le. Is the project located in any of North Carolina's
twenty coastal counties. If yes, answer If below.
❑ Yes X No
1f. Is the project located within a NC Division of Coastal
Management Area of Environmental Concern (AEC)?
❑ Yes X No
2. Owner Information
2a. Name on Recorded Deed:
Town of Wake Forest
2b. Deed Book and Page No.
07271, 0398
2c. Map Book and Page No.
(include a copy of the recorded
map that indicates when the lot
was created):
1994, 501
2d. Responsible Party
(for Corporations):
2e. Street address:
301 South Brooks Street
2f. City, state, zip:
Wake Forest, NC 27587
2g. Telephone no.:
919435 -9443
2h. Fax no.:
919435 -9539
2i. Email address:
[e-mail]
3. Applicant Information (if different from owner)
3a. Applicant is:
❑ Agent ❑ Other, specify:
3b. Name:
3c. Business name
(if applicable):
3d. Street address:
3e. City, state, zip:
3f. Telephone no.:
3g. Fax no.:
MY
3h. Email address:
1
4. AgentlConsultant Information (if applicable) O
4a. Name:
ds
4b. Business name
(if applicable):
4c. Street address:
4d. City, state, zip:
4e. Telephone no.:
4f. Fax no.:
4g. Email address:
FORM: BA 10 -2013 Page 1 of 4

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
1841595317
1b. Site coordinates (in decimal degrees):
Latitude: 36.0006
Longitude: - 78.5086
1c. Property size:
3.04 acres
2. Surface Waters
2a. Name of nearest body of water to proposed project:
Richland Creek 27- 21 -(1.5)
2b. Water Quality Classification of nearest receiving water:
WS IV; NSW
2c. River basin:
Neuse 01
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:
Open space with greenway, sanitary sewer and electric
3b. Attach an 8 Y x 11 excerpt from the most recent version of the USGS topographic map indicating the location of
the site, 1:24,000 scale
3c. Attach an 8'/ x 11 excerpt from the most recent version of the published County NRCS Soil Survey Map
depicting the project site
3d. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
151 LF of 609.68 LF Richland Creek, 0 LF of 535.96 LF UT to Richland Creek, 1,145.64 LF on property total
3e. Explain the purpose of the proposed project:
Repair eroding stream banks, relocate greenway, and protect sewer utility
3f. Describe the overall project in detail, including the type of equipment to be used:
Pull back bank on left side of stream to 3:1 slope, install rip grass, matting, and live stakes (silky dogwood,
riverbirch, black willow). Relocate greenway outside of zone 1.
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?
❑ Yes X No ❑ Unknown
Comments:
4b. If yes, who delineated the jurisdictional areas?
Name (if known):
Agency/ Consultant Company:
Other: ,
4c. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
5. Project History
5a. Have permits or certifications been requested or obtained for this
project (including all prior phases) in the past?
❑ Yes X No ❑ Unknown
5b. If yes, explain and detail according to "help file* instructions.
6. Future Project Plans
6a. Is this a phased project?
❑ Yes X No
6b. If yes, explain.
Future enhancements will be needed to stabilize stream and stormwater BMP needed to reduce flow and
flashiness during storms. Additional 401/404 permits will be needed
FORM: BA 10 -2013 Page 2 of 4

C. Proposed Impacts Inventory
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Project duration anticipated is 1 -2 days. Riparian grasses and matting will be installed same day as slopes are
regraded 3:1. Live stakes will be installed by at the end of the week.
1. Buffer Impacts
2. Buffer Mitigation
2a. Will the project result in an impact within a protected riparian buffer that requires buffer
mitigation?
1a. Project is in which protected basin?
X Neuse ❑ Tar - Pamlico ❑ Catawba
❑ Randleman ❑ Jordan ❑ Goose Creek
1b. Individually list all buffer impacts below. If any impacts require mitigation, then you MIUST fill out Section D of this
form.
Buffer impact
number –
Permanent (P)
or Tem ora
Reason for
impact
Type of impact
(exempt, allowable,
allowable wl mitigation)
Stream name
Buffer
mitigation
required?
Zone 1
impact
(sq ft)
Zone 2
impact
(sq ft)
131 X P ❑ T
Stabilization
Allowable
Richland Creek
❑ Yes X No
3,020
B2 ❑ P ❑ T
Total buffer mitigation
required:
❑ Yes ❑ No
❑ Yes ❑ No
2d. If yes, attach the acceptance fetter from the mitigation bank or NC EEP.
B3 ❑ P ❑ T
2f. Comments:
❑ Yes ❑ No
B4 ❑P ❑T
El Yes ❑No
B5 ❑ P ❑ T
❑ Yes ❑ No
B6 ❑ P ❑ T
❑ Yes ❑ No
Total
buffer impacts
1 3,020
1c. Comments: Stabilization only
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Project duration anticipated is 1 -2 days. Riparian grasses and matting will be installed same day as slopes are
regraded 3:1. Live stakes will be installed by at the end of the week.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
All work will be conducted out of stream on top of bank
2. Buffer Mitigation
2a. Will the project result in an impact within a protected riparian buffer that requires buffer
mitigation?
❑ Yes X No
2b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation and
calculate the amount of mitigation required in the table below.
Zone
Reason for impact
Total impact
(square feet
Multiplier
—
Required mitigation
(square feet
Zone
Zone 1
3 (2 for Catawba)
Zone 2
1.5
Total buffer mitigation
required:
2c. If buffer mitigation is required, is payment to a
mitigation bank or NC EEP proposed?
❑ Yes ❑ No
2d. If yes, attach the acceptance fetter from the mitigation bank or NC EEP.
2e. If no, then discuss what type of mitigation is proposed.
2f. Comments:
FORM: BA 10 -2013 Page 3 of 4

E. Diffuse Flow Plan
All buffer impacts and high ground impacts require diffuse flow or other form of
❑ Diffuse flow
stormwater treatment. Include a plan that fully documents how diffuse flow will be
❑ Other BMP
maintained. If a Level Spreader is proposed, attach a Level Spreader Supplement Form.
1 b. If you answered °yes° to the above, does the project require preparation of an
If due to site constraints, a BMP other than a level spreader is proposed, please provide a
environmental document pursuant to the requirements of the National or State (North
plan for stormwater treatment as outlined in Chapter 8 of the NC Stormwater BMP
Carolina) Environmental Policy Act (NEPA/SEPA)9
Manual and attach a BMP Supplement Form.
1 c. If you answered "yes" to the above, has the document been finalized by the State
F. Supplementary Information
1. Environmental Documentation
la. Does the project Involve an expenditure of public (federal /statefiocal) funds or the use of
❑ Yes X No
public (federallstate) land?
1 b. If you answered °yes° to the above, does the project require preparation of an
❑ Yes ❑ No
environmental document pursuant to the requirements of the National or State (North
Carolina) Environmental Policy Act (NEPA/SEPA)9
1 c. If you answered "yes" to the above, has the document been finalized by the State
❑ Yes ❑ No
Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.)
Comments:
2. Violations
2a. Is the site in violation of DWR Wetland Rules (15A NCAC 02H .0500), Isolated Wetland
❑ Yes X No
Rules (15A NCAC 02H .1300), DWR Surface Water or Wetland Standards, or Riparian
Buffer Rules (15A NCAC 028.0200)?
2b. Is this an after- the -fact permit application?
❑ Yes X No
2c. If you answered °yes" to one or both of the above questions, provide an explanation of the violation(s):
ntu_r-
ApolicantAgents Printed Name plicant/Agents Signature Date
(Agents signature is id only If an authorization letter from the applicant is provided.)
Send this completed form and accompanying documents to the following:
For government transportation projects sent For government transportation projects sent
by First Class Mail via the US Postal Service: by delivery service (UPS, FedD; etc.):
NC DWR, Transportation Permitting Unit OR NC DWR, Transportation Permitting Unit
- - -- -- -- -- -1650 Mail - Service Center 512 N. Salisbury Street
Raleigh, NC 27699 -1650 Raleigh, NC 27604
For all other projects sent by First Class Mail
via the US Postal Service
Karen Higgins
NCDWR — 401 & Buffer Permitting Unit
1650 Mail Service Center
Raleigh, NC 27699 -1650
For all other projects sent by delivery service
(UPS, FedFx, eta):
OR Karen Higgins
NCDWR — 401 & Buffer Permitting Unit
512 N. Salisbury Street
Raleigh, NC 27604
FORM: BA 10 -2013 Page 4 of 4

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SUBDIVISION PLAN FOR
OWE MII.L STREAM
I
PHASE L MAP 9
®
TOWN OF MAKE FOREST
125' C.P.Y. EASEMENT
WAKE COUNTY. NORTH CAROLINA
l
JANUARY 4. 1994
REF1 O.B. 5432. PAGE 433
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TAX MAP 98, PORMON OF PARCEL 1
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P.O. BOX 1253, WAKE FOREST N.C.. 27588. (919) 556 -3148
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Tax Lot No. ... 6101.0C /!"P %71 :I ..... Parcel Identifier No. ;
VeriAad by . County on the day of .. , is. .
by .
W after r:'InB to .. Warren, Perry 8 Anthony, P.L.L.0 • .. .
Post Office Box 1187, Wake forest, KC 27588
...... . .. _. ..... ..... ........... . _ ......
This instrument was prepared by dames, S. Warren, Attorney
Brief description for the Index
NORTH CAROLINA GENERAL WARRANTY DEED
THIS DFZD made this .. 9th, ,,, day of ._ . DeceM4r , 1p 96 , by and between
GRANTOR
MILL CREEK ASSOCIATES,
A NORTH CAROLINA GENERAL PARTNERSHIP
AND
ELLERBEE CREEK PARTNERSHIP,
A NORTH CAROLINA GENERAL PARTNERSHIP
GRANTER
TOWN Of WAKE FOREST
400 East Elm Street
Wake Forest. NC 27587
Im r in ssoespbv ONek in see parts: ease. aedns< ark, it epprapdate, on"Aar or aatllr, 64 wro ar partncrmbl.
The designation Grantor and Grantee so glad bersia shall include said parties, their heirs, successors, and aseigna, and
shall include singular phirat masealiue, feminine or neuter ao required by contest.
WITH110RTIL Oat the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is hereby
atimowledead, ban and by Mae presents does grant, bargain, sell and convey onto the Grantee in fee simple, all that
cselain lot a parcel of land situated In the City of Wake, Forest ., Township.
Make, ........... County, North Carolina and more particularly described as follows:
TRACT 1:
BEING that 35.241 square foot area and that 52,753 square foot area shown as "50 foot Wide
GreeRwaly 6 Watercourse Buffera on plat entitled "Subdivision Plan for Olde Mill Stream.
Phase I. Map I ". a copy of which is recorded in Book of Maps 1994. Page 500. Wake County
Registry.
TRACT II:
BEING all of that 132,302 square foot area shown as "Greenwaly d Open Space" on plat entitled
"Subdivision Plan for Olde Mill Stream, Phase 1, Map II ", a copy of which is recorded in Book
of Maps 1994. Page 501. Make County Registry.
TRACT I11:
_. BEING .all. of that 30,816 square foot area shown as "Greemsay 6 Public Sanitary Sewer Easemetrt"
on plat entitled "Recombination Survey for Lots 4. S. 6. 7, 8 and 10 Olde Mill Stream Subd. ", -
a copy of which is recorded in Book of Maps 1996, Page 1742, Wake County Registry.
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A map showing the shove described property Is recorded In Plat 1Nok . . . page . • •••• •
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to
the Grantee in fee simple.
And -the Grantor covenants with the Grantee, that Grantor Is seised of the premises in tee simple, has the right to convey
the eeme to fee simple, that title. is marketable and free and clear of all encumbrances, and that Grantor will warrant and
defend the title against the lawful claims of all persons whomsoever except for the exceptions hereinafter stated.
Title to the property hereinabove described Is subject to the following exceptions!
None.
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Richland Creek GW at OMS N Disclaimer
Maps makes every effort to produce and publish
0 100 200 400 Feet
A the most current and accurate information possible.
I i i I i i i I However, the maps are produced for information purposes,
1 inch = 200 feet and are NOT surveys. No warranties, expressed or implied
,are provided for the data therein, its use,or its interpretation.

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721
SCALE 1:24 000
KILOMETERS 1 2
METERS 1000 2900
0 1
MILES
1 4000 5000 6000 7000! BOOR 9000 10000
FEET
CONTOUR INTERVAL 10 FEET
i AMERICAN VERTICAL DATUM OF 1988
— — t� —f— with thn
32'30"
CAROLINA
QUADRANGLE LOCATION
Stem Wihon Rittreu
CreedmDw Grissom Fina klinton
n
ROAD CLASS
Expressway Loca(
Secondary Hwy Loca(
Ramp 4WD
• Interstate Route US Route
3190
1989
3988
3987000mN
36 °00'
'250mmE 78 °30'
nectar
Focation of
Creek
ment Site

USDA. United States
Department of
Agriculture
k6e N R C S
Natural
Resources
Conservation
Service
A product of the National
Cooperative Soil Survey,
a joint effort of the United
States Department of
Agriculture and other
Federal agencies, State
agencies including the
Agricultural Experiment
Stations, and local
participants
Custom Soil Resource
Report for
Wake County,
North Carolina
Richland Creek Stream
Enhancement @ OMS
October 25, 2013

36° P 2" N
36° O 0" N
3 Custom Soil Resource Report
Soil Map a
� a�
/245w 72451U 724520 724530 724540 724550 724560 724570 724580 724590
3 3
M _
Map Scale: 1:479 if printed on A landscape (11" x 8.5') sheet.
Meters
nN 0 5 10 20 30
Feet
0 20 40 80 120
Map projection: Web Mercator Comer coordinates: WGS84 Edge tics: UTM Zone 17N WGS84
8
0
W
m
M
O
W
W
M
W
W
T
m
M
36° 0'2'N
360 0' 0" N

Custom Soil Resource Report
MAP LEGEND
MAP INFORMATION
Area of Interest (AOI)
Ig
Spoil Area
The soil surveys that comprise your AO were mapped at 1:15,800.
Area of Interest (AOI)
Stony Spot
Soils
Very Stony Spot
Warning: Soil Map may not be valid at this scale.
Soil Map Unit Polygons
Soil Map Unit lines
TP
Wet Spot
Enlargement of maps beyond the scale of mappin g can cause
A
Other
misunderstanding of the detail of mapping and accuracy of soil line
Soil Map Unit Points
placement. The maps do not show the small areas of contrasting
Special
Point Features
Special Line Features
soils that could have been shown at a more detailed scale.
V
Blowout
Water Features
Streams and Canals
Please rely on the bar scale on each map sheet for map
Borrow Pit
measurements.
Transportation
Clay Spot
++_+
Rails
?
Closed Depression
Source of Map: Natural Resources Conservation Service
�y
Interstate Highways
Web Soil Survey URL: http : / /websoilsurvey.nres.usda.gov
Gravel Pit„
US Routes
Coordinate System: Web Mercator (EPSG:3857)
Gravelly Spot
Major Roads
Maps from the Web Soil Survey are based on the Web Mercator
Landfill
Local Roads
projection, which preserves direction and shape but distorts
A.
Lava Flow
distance and area. A projection that preserves area, such as the
Background
Albers equal -area conic projection, should be used if more accurate
Marsh or swamp
.
Aerial Photography
calculations of distance or area are required.
Mine or Quarry
This product is generated from the USDA -NRCS certified data as of
Miscellaneous Water
the version date(s) listed below.
Perennial Water
Soil Survey Area: Wake County, North Carolina
V
Rock outcrop
Survey Area Data: Version 10, Jul 13, 2012
Saline Spot
Soil map units are labeled (as space allows) for map scales 1:50,000
Sandy Spot
or larger.
IM
Severely Eroded Spot
Sinkhole
Date(s) aerial images were photographed: May 10, 2010 —Apr 4,
2011
Slide or Slip
Sodic Spot
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor shifting
9

Custom Soil Resource Report
Map Unit Legend
Wake County, North Carolina (NC103)
Map Unit Symbol
Map Unit Name
Acres In A01
Percent of AOI
CmA
Chewacla sandy loam, 0 to 2
percent slopes, frequently
flooded
0.5
100.0%
Totals for Area of Interest
0.5
100.0%
Map Unit Descriptions
The map units delineated on the detailed soil maps in a soil survey represent the soils
or miscellaneous areas in the survey area. The map unit descriptions, along with the
maps, can be used to determine the composition and properties of a unit.
A map unit delineation on a soil map represents an area dominated by one or more
major kinds of soil or miscellaneous areas. A map unit is identified and named
according to the taxonomic classification of the dominant soils. Within a taxonomic
class there are precisely defined limits for the properties of the soils. On the landscape,
however, the soils are natural phenomena, and they have the characteristic variability
of all natural phenomena. Thus, the range of some observed properties may extend
beyond the limits defined for a taxonomic class. Areas of soils of a single taxonomic
class rarely, if ever, can be mapped without including areas of other taxonomic
classes. Consequently, every map unit is made up of the soils or miscellaneous areas
for which it is named and some minor components that belong to taxonomic classes
other than those of the major soils.
Most minor soils have properties similar to those of the dominant soil or soils in the
map unit, and thus they do not affect use and management. These are called
noncontrasting, or similar, components. They may or may not be mentioned in a
particular map unit description. Other minor components, however, have properties
and behavioral characteristics divergent enough to affect use or to require different
management. These are called contrasting, or dissimilar, components. They generally
are in small areas and could not be mapped separately because of the scale used.
Some small areas of strongly contrasting soils or miscellaneous areas are identified
by a special symbol on the maps. If included in the database for a given area, the
contrasting minor components are identified in the map unit descriptions along with
some characteristics of each. A few areas of minor components may not have been
observed, and consequently they are not mentioned in the descriptions, especially
where the pattern was so complex that it was impractical to make enough observations
to identify all the soils and miscellaneous areas on the landscape.
The presence of minor components in a map unit in no way diminishes the usefulness
or accuracy of the data. The objective of mapping is not to delineate pure taxonomic
classes but rather to separate the landscape into landforms or landform segments that
have similar use and management requirements. The delineation of such segments
on the map provides sufficient information for the development of resource plans. If
intensive use of small areas is planned, however, onsite investigation is - needed to
define and locate the soils and miscellaneous areas.
10

Custom Soil Resource Report
An identifying symbol precedes the map unit name in the map unit descriptions. Each
description includes general facts about the unit and gives important soil properties
and qualities.
Soils that have profiles that are almost alike make up a soil series. Except for
differences in texture of the surface layer, all the soils of a series have major horizons
that are similar in composition, thickness, and arrangement.
Soils of one series can differ in texture of the surface layer, slope, stoniness, salinity,
degree of erosion, and other characteristics that affect their use. On the basis of such
differences, a soil series is divided into soil phases. Most of the areas shown on the
detailed soil maps are phases of soil series. The name of a soil phase commonly
indicates a feature that affects use or management. For example, Alpha silt loam, 0
to 2 percent slopes, is a phase of the Alpha series.
Some map units are made up of two or more major soils or miscellaneous areas.
These map units are complexes, associations, or undifferentiated groups.
A complex consists of two or more soils or miscellaneous areas in such an intricate
pattern or in such small areas that they cannot be shown separately on the maps. The
pattern and proportion of the soils or miscellaneous areas are somewhat similar in all
areas. Alpha -Beta complex, 0 to 6 percent slopes, is an example.
An association is made up of two or more geographically associated soils or
miscellaneous areas that are shown as one unit on the maps. Because of present or
anticipated uses of the map units in the survey area, it was not considered practical
or necessary to map the soils or miscellaneous areas separately. The pattern and
relative proportion of the soils or miscellaneous areas are somewhat similar. Alpha -
Beta association, 0 to 2 percent slopes, is an example.
An undifferentiated group is made up of two or more soils or miscellaneous areas that
could be mapped individually but are mapped as one unit because similar
interpretations can be made for use and management. The pattern and proportion of
the soils or miscellaneous areas in a mapped area are not uniform. An area can be
made up of only one of the major soils or miscellaneous areas, or it can be made up
of all of them. Alpha and Beta soils, 0 to 2 percent slopes, is an example.
Some surveys include miscellaneous areas. Such areas have little or no soil material
and support little or no vegetation. Rock outcrop is an example.
11

ftlehland Crack Stream Data
9rxir2013
LocaOon. Richland Creek Gr mwM C OMS
Point bar 1 In curve
WWomhad RleJrWdCreeklNeuse
Indseddream,
Loeatbn
mossurement STA (fil BKF depth (ftl d�
numbe
X Y
1 0
0
2 7
0
3 8
0
4 9
0
5 10
0 2B TOB- L
6 11
0.92
7 12
1
8 13
1.17
9 14
1.31
10 15
1.42
11 18
1.6
12 17
1.64
13 18
1.72
14 18
1.73
15 20
173
16 28
16 L
17 32
1.8
18 33
1.62
19 34
1.9
20 37
2
21 36
21
22 30
21
23 40
22
24 48
172
25 66
4 93 W-L
26 e2
8.2 T, W-R
27 Be
0 MB -R
28
29
30
31
A Of (21)
44 79 sq ft
Ave Depth (D W)
0.08 it
Max Depth (0 ma4
6.2 ft
W bkf (R)
56 R
W1D -W bWl D bid
89.05
Watershed Area (sq rW)
7.20 sq. mt
18:1 - 0 826
1Z:1 =083
6:1= 0.125
8.1= 0187
4.1= 0.25
Elm
21 = 0.6
15.1 =067
0.0000
OA000
0.0000
01400
0.6000
0 96W
10&50
1.2400
13650
15100
1.6200
1.6800
1.7250
L7300
12.9200
6.6000
LBi00
18600
5.8500
2.0500
0.054 2.1000
2.1500
23.6600
0.177 3D.2750
3 &9550
1.033 18.6000
NION-91,
SS
62
58
30.52631579
7.20

RkMand Creek Stream Oats
8123/1013
Locellort RkoMend Creak Greeft" @ OMS
Pair t bar 7 In curve
VA tarelmd: Mdand CreeNlWeuae
Richland Creek Stream Survey Cross Sections
25 feet
L xa(W w
1 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
0 1 If
.1
/
2 /
9 6.1 :1
3
3:1
7
tPoIM bat l In curve
09
OAS
Vol to remove (CY)
Left 57 41 SY
Poght 54.54 SY
e

Rkhland Creek Sheen Data
9/232013
lacdksr Richland Creek Graerwiey ® CM6
bend 1 In mm beMeen trees
Watershed. Richland CmeWNem
Uxised stream.
l.oea8an
mommeM nu �� Bl(f assn ref SM
X Y
1 0
0 TOB-l.
2 10
5.7 W1, T
3 16
5.11
4 16
4.64 W-R
5 22
3.7
6 25
3.31
7 2B
3
8 30
24
9 33
144
10 40
as TOM
11 46
0
12
is
14
is
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
A bkf (0)
290 aq h
Ave Depth (D bld)
460 R
Mat Depth (D mat)
5.7 R
W bki(R)
45 R
WD = W bldl O bld
67.73
Watomhed Area (sq mn
7 20 sq. nd
18:1 =0.626
12:1 =0,83
8:1 = 0.125
8.1= 0.187
4:1= 0.25
21-0.5
15.1- 0.67
0.570 285000
27.0250
0172 14.6250
L6.6800
105150
9.4650
54000
5.7600
7.1400
19
5.7
45
23.68421053
7.20

Richland Creek Strom oafs
0123=13
I.Oeellon: RkoMand Creek Greemmy @ OMS
bend 1 In curve between trees
Watershed: RichlandOeeldNwne
Richland Creek Stream Survey Cross Sections
20 feet
1 Ste (I} R
10 0 5 1 0 is 20 25 30 35 40 45 50
O
1
\ ` 2:1 4:1
3:1 �; ♦ 6:1
3
�4 \\
5 ` ♦
6
7
;band 1 in curve between treat
Val to remove icy
Left 53.43 CY
RI6ht 16.20 CY

Rlehland Creek Stream Data
9/232013
Locedom RkhkW Creek GmemvW @ OMS
!tend 2 in arts alter trees
Watershed Rkhlarxl QoekWouae
kxhed saetun,
Location
mossuroment STA f81 OXF detlh lft1 Nolen
mffA @L
X Y
1 D
0 TOB1
2 3
0
3 8
5.22 WL,T
4 11
5.03
5 17
42 W7i
6 20
29
7 23
1.82
9 28
0.9
9 so
Q43
10 48
0 TOB-R
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
A bid (at)
20.6 sq ft
Ave Depth (D bM)
Q43 ft
Max Depth (D mex)
5.22 R
W bkf(R)
48 R
WID - W bkf l D bkf
112.39
Watershed Area (eq mi)
7.20 w ml
1 @1 =0625
121 = 083
W = 0125
el = a187
4:1 = Q25
21 = Q5
1at.Q67
OA000
x870 7.8300
25.6250
0.323 27.6900
10.6500
7.0800
4.0900
2.6600
3.8700
CRUM
5.22
48
25.26315789
7.20

Richland Creek Stream pate
883/1013
IOOSIbm Rb'bW Crook Greermsy @ OMS
bend 2 n a1wb after trees
VAdershed• Rktdand CroddNmse
Richland Creek Stream Survey Cross Sections
Abend 2 M curve after Ono
VA to reenara (CY)
Left 26M CY
Right 6.94 CY

th*M
Mchland Crook Stream Date
8123/2013
I ocat
Watershed
Incised ahm. ,
Richland Creak Gateway ® OMS 181 = 0.625
End of bend in RfflIe 121= 083
RlahW Creek/Neuse 81 0 0.125
8:1 -0.167
41-0.26
REM
2:1 = 0.5
1.b.1 =067
Location
measurement SIAM) BKF depth (R hum
X Y
1 0
0 TO&L
2 5
0
3 8
5.43 W-L
4 10
3.4
5 13
4.34 TOB-L
6 17
143 WR
1 20
15 TOM
S 26
0
9
10
11
12
19
14
is
16
17
is
19
20
21
22
23
24
25
26
27
28
29
30
31
A bkf (69
111.1 eq R
Ave Depth (D bkt)
0 7211
LUX Depth (D Milo
SA R
W bkf(8)
25 R
WD e W bkf f D btd
34.53
Watershed Area (Sq ml)
7.20 sq. ml
OAWO
o 906 2.7150
17.6600
11.6100
0 428 155400
7.9950
9.7500
0.0000
0.0000
1.9
SA
2S
13.1S789474
7.20

RichtmW Creels $&earn Data
983013
looe0oa Richland Creek Oreerway ® OMS
End d bend in Rd%
Watershed. Riddend CresWNmme
Richland Creek Stream Surrey Cross Sections
14 tent 13 feet
1 l ate Ift1 R
5 10 1s 2D 25 27
\ 0
\ 1
♦ 1:1 2:1
3:1 4:1
3 �
4 \
5
6
-o—EM d bend In RIM*
Vol to remove (CY)
Left 35.19 CY
Right 12.04 CY

them"
Richland Creek Stream Oats
9123=13
1.Orkdlan. Richland Creek Greemay ® OMS
Wood table MM altar doNned tree
WeterelalB Rlrh*W CreddNeuee
Inctaed abeam,
Location
STA M) BKF depth 181 NM
X Y•
1 0
0
2 12
2.02 TOB-L
3 14
23
4 17
3.52
5 26
51 W-.
6 30
5 8 TOB-L
7 34
5 8 W-R
8 38
2.2
9 40
16
10 43
1.22
11 46
0.8
12 49
0 TOM
13
14
is
16 /
17
18
19
20
21
22
23
24
25
26
27
28
29
30
91
A bkf (a1)
30.38 aq R
Ave Depth (D bkf)
062 ft
Iftm Depth (D max)
5.8 ft
W bkf (ft)
49 ft
WID - W bkt 10 bkf
79.06
WMMhed Area (aq ml)
7.20 sq. ml
1&1 -0.825
121 = 0.83
8.1 -01125
6.1 -0.187
41 =025
751-
$145 MOO
12.1200
4.8200
8.7300
0204 34ASW
2725W
0.373 22.8000
15.6000
4.0000
4.5300
WELIM
1.9
59
49
25.78947368
7.20

Richland Creek Sbeam Data
W23rIM 3
Locatim Ric dand Creels Gteettwalr ® DMS
Wood table Mile after downed tree
VVatmahed: RRtdand Creel#Neuse
TVPirelsecdon -right
Richland Creek Stream Survey Cross Sections
L R
as p"
0 5 10 is 20 25 so is 40 0 50 Ss
0
1
2
4:1 3:1
�3
14 e
5
6
7
—e-Wood table dffls aRerdomed the
Val to renme (CY)
Left 0.00 CY
f9ght 0 ao CY

Richland Creek Stream Defy
9R320f3
Laceern. RkMwd Creek OMW*W0OMB
After BB Ouftl ® Rip Rap
Weterahed: RichWW CieeWNeuse
Irx•. o sfrean,
Location
8TA ffl1 BID: dedh (ft) 0t
X Y
1 0
0 TOB-L
2 B
as
3 19
1.9
4 23
3.1
5 30
4.23 W-L
6 36
4.7 Ctr
7 42
4.8 WA T
6 49
0 MB-R
9
10
11
12
13
14
15
16
17
18
19
I0
21
22
23
24
25
26
27
28
29
50
31
A bkf (of)
18.93 aq ft
Ave Depth (D NO
(139 ft
Max Depth (D max)
4.8 ft
W bfd(ft)
49 ft
WID- WbktiDbkf
126.84
Watershed Amo (eq mi)
7 20 sq. ml
18:1 -Q;625
12.1= 0.83
8.1 = 0.125
&1 - Q187
41 =025
MEN
21 =05
1 5:1 = 0.67
2.0000
21.5500
a135 9A000
0.161 25.6550
26.7900
0808 285000
16.8000
0.0000
0.0000
19
4.8
49
25.70947369
720

Rtahland Qeek Stream Data
W312013
Location: Rkh wW Creek Gewmay ® OMB
MW 33 WWI Q Rp Rep
Watenahed: RkhiwW CreeMNenme
Richland Creek Stream Survey Cross Sections
6 het
L
0
1
2
�9
4
S
6
tt
—e-Ar SS Outfd ® Rip R3p
�pU
o s to 15 20 25 30 35 40
as s
so
6:1 /
6:1 15.1 I 3:1
IX

Richland Creek SUaam Data
912311013
Location Richland Creek QwnwW ® OMS
ARer SS OuWl Q.etsl nI wall
Watershed: Rchlend OreeldNeuse
Indeed ebeem,
Location
STA (R1 SKIP dept (III NgM
X Y
1 0
0 TOB-L
2 10
6,53 W-L
3 16
65 Ctr
4 22
4`6 W.R.
5 29
9.5
6 35
2.3
7 37
25
9 40
23
9 42
1.62
10 45
0 7066
11 47
0
12
13
14
35
16
17
16
19
2D
21
22
23
24
25
26
27
28
29
30
31
A bid (80
29.75 aq R
Ave Depth (D bbd)
0.86 fl
wmx Depth (D max)
6.53 ft
W bbf (ft)
47 R
W1D = W bid! D btd
71.09
Watenshed Area (sq ad)
7.20 sq. ml
6.1 = 0.167
4.1 - 0.26
3'1 -0.33
21 = 0.5
1.6:1 = 0.67
0653 32.6500
39.0900
33A000
0.194 28.0000
17AOW
4.8000
7.2000
3.9200
2.4300
1.9
653
47
24 73684211
720

storm Dais 2.d wMtn 72 hie, ebeam nmmel pool level
Richland Creek Stream Survey Cross Sections
-4—Athr SS Outtall f rrtrining wall
VO4 to remove (CY)
Left 24.19 CY
Right 0.00 CY

wtl1.p16.-7 tlbamOY
o7/nA
mmraD.a0mnm030009 I&I -OM
Poltlrlbo tit -118
AHR.■o.do— Rt•RIa
Rl-Rla
N •am
le.M-
A
1
0
0
:
7
0
■
0
0
�
o
0
f
to
67a 706 L
■
11
og
7
17
1
■
A
1.17
f
f■
17
m
la
1A1 !
11
1■
/A
n
17
I'M
n
1■
157
u
1■
1.77
a
m
la
a
a
1A l
n
a
u
a
a
la
m
a
u
m
A
7
n
V
n
L1
n
a
32
M
a
L77
n
a
M wa
as
a
u 7,ws
a
a
able
a
a
a
n
AWN
Mw qR
a.Dplhpu4
on:
1■ma-■RO-4
AIR
wbwo)
17e
w0- wWIDam
MA■
w8M9l-eAn.a,a.11
7m.%.1
S . ..
7:1 -aA
t*I -oA?
Oa01
qn
lAa SIAM
Amm
aim
Rlaro
"M
Lim
1.leoo
L7no
1.7■a
Sitoa
aaa
umo
]Am0
LfmO
7A110
LtJm
L1la
ties
7D7no
ILIwO
u
a7
a
aafanst■
tm
Ihl4—OL7)
1.1 AAl w
ip mm
Itlmmda.r■0a1mw
m>rAi7
lae.Mw 7tlRn■Cni ol. --40oms
Aare l,an.
rAtoAlt IInW,/l71l/Mlw
Richland
CYeek Stream Survey CrossSecdaas am
lam
LaW
Lam
aa1
1 rpe
� ■ m n m a m n r u e n r, u m A
0 1
I
1 i
i
(1
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7
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an
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6"
Aermar.aso..ROd.
mrsa
x r
l.sme abeam. -. om
arl•a®
YOI b0al0alaAM101tl
Uj-oA3
MAMA; 1021M0alb10
al -aUa
YiltOlAia
a1.aW
w VM
&I -am
ITTM
at
1.Ox
al
tA:l.Oa
o•oo� mQ�ml mla
alwAeoAr raom m
arawn
L..d.
Itkfilend Beek Stream Survey Crew Sccdona
mba a
L
aasera.lo,.lRSmm
OIA 111mAa11MA0Af
IAOIAAtt a1riYAORr1aA
aab afAab
aDlb
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usb
mnb
o ma
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falp R
0 1 U P U A a tl U A
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t
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al
u
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,JD
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1.A fW R
w nm a
M eta
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1 0
0 TOBL
a 10
a7 Aa.T
a U
all
o U
w VM
a a
at
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rm•wm/om
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am wml
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alwAeoAr raom m
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mba a
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aasera.lo,.lRSmm
OIA 111mAa11MA0Af
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falp R
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Name and Phone
Foggy Bottom fogavmtn @skvbest.com
Project 1- Richland Creek
bundles
silky dogwood -live stakes
2
$
21.00
$
42.00
silky willow -live stakes
1
$
21.00
$
21.00
MINNIIIIIJIM
ninebark -live stakes
1
$
21.00
$
21.00
1
$ 21.00
$-
21.00
elderberry -live stakes
1
$
21.001$
21.00
$
126.00
Project 2 Miller
Park
silky dogwood -live stakes
2
$
21.00
$
42.00
silky willow -live stakes
1
$
21.00
$
21.00
ninebark -live stakes
1
$
21.00
$
21.00
1
$ 21.00
$
21.00
elderberry -live stakes
1
$
21.001$
21.00
$
126.00
Total
silky-dogwood-live-stakes
4
$
21.00
$
84.00
silky willow -live stakes
2
$
21.00
$
42.00
ninebark -live stakes
2
$
21.00
$
42.00
2
$ 21.00
$
42.00
elderberry -live stakes
21$
21.001$
42.00
Is
252.00

PO
MeilowMarskrarm,jnc.
Quality Wetland Plants and Seeds
Mellow Marsh Farm, Inc.
1312 'Woody Store Road
Siler City, NC 27344
919.742.1200 ph
919 - 742 -1280 fax
Please Sign &
ReturnTo
Confirm Your
Order
DATE INVOICE #
11/8/2013 3948
Est. SHIP DATE SHIP VIA PROJECT P.O. NO. Payment TERMS DUE DATE
12/12/2013 Customer Richland Creek check Pay prior to ship 12/1212013
QTY ITEM DESCRIPTION PRICE EACH POT SIZE AMOUNT
18 IRVI PL Iris virginica "Southern blue flag" 0.75 plug 13.50
12 1TVI G Itea virginice "Virginia sweetspire" 6.00 1 gallon 72.00
6 LIBE tbl Lindem benzoin "Spicebush" 2.00 tabling I2.00
6 BAAL G Baptisie Alba "White wild indigo 4.00 gallon 24.00
18 ECPU PL Echinacea purpurea "Cone flower" 0.75 plug 13.50
3 ASTR tbl Asimina tnloba "Paw Paw" 2.00 tabling 6.00
6 CAAM tb1 Callicarpa americans "Beautyberry" 2.00 tabling 12.00
3 AMAR G Amelanchier arborea "Downy Service -berry" 6.00 1 gallon I8.00
6 CALK G Calycenthus floridus "Sweetshrub" 6.00 1 gallon 36.00
9 EUFI 4 in Eupatoriadelphus fistalosus "Joe pyc weed" 2.65 4 inch 23.85
7 Seed Mix MW... MMF Shade Mix; ELVI 35%; ANGE 18%- SCSC 15019; CAFA 13 %; 28.40 198.80
CAW 896; DECA 5%; CAIN 3%; BIAR 3%
$429.65
Balance Due $429.65