20121063 Ver 1_More Info Received_20121211

Kulz, Eric
From:
Rob Maschue [rmaschue @bellsouth.net]
Sent:
Tuesday, December 11, 2012 4:14 PM
To:
Kulz, Eric
Subject:
RE: Stream Determination Appeal - 80 +/- Acre Parcel at Eubanks Rd and NC 87 - Orange
County, NC
Attachments:
NC stream classification report - Jan 2012 - Old.pdf; NC stream classification report - June
2012.pdf
Here they are Eric, Please see the attached files.
Thanks,
Rob Maschue
From: Kulz, Eric [mailto:eric.kulz @ncdenr.gov]
Sent: Tuesday, December 11, 2012 3:52 PM
To: James Gregory
Cc: Michael Molley; rmaschue @bellsouth.net
Subject: RE: Stream Determination Appeal - 80 +/- Acre Parcel at Eubanks Rd and NC 87 - Orange County, NC
Gentlemen:
It occurred to me that I don't really know the details on the original stream calls (who did them, when, what features
were called eph /int /per.
Can someone please provide a copy of the original determination by Chapel Hill so I can reference it in my final letter?
Still on schedule for tomorrow at the Park - and -Ride lot at 10:00.
Thanks!
Eric W. Kulz
Environmental Senior Specialist
N.C. Division of Water Quality
Wetlands, Buffers, Stormwater - Compliance & Permitting Unit
1650 MSC
Raleigh, NC 27699 -1650
Phone: [phone]
E -mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties
From: James Gregory [mailto:wathydroCdamail.com]
Sent: Friday, November 30, 2012 10:24 AM
To: Kulz, Eric
Cc: Michael Molley; rmaschue a bellsouth.net
Subject: Re: Stream Determination Appeal - 80 +/- Acre Parcel at Eubanks Rd and NC 87 - Orange County, NC
Eric,

Let's meet at the site at 10 am on Wed, Dec 12 with the same time on Dec 14 as backup if needed to coordinate
with the surveyor. There is a park and ride lot at the SW corner of the tract on Eubanks Road. Please meet me at
the right rear corner of that lot. It is just a short jaunt downhill from there into the valley of the most
downstream of the two first order tribs depicted on the soils map. I am 10 weeks post- surgery from a lumbar
spinal fusion, so will need to walk a little more slowly and carefully than usual. I have been walking 30 -45 min
every day, so my leg strength, endurance, and balance are probably 80 + %, just need to be careful not to fall. I
will give John a shout.
Mike - please tell the surveyor to plan to meet us at the upstream end of the main stem channel downstream of
Eubanks Road at about 11 am on the 12th. We will try to minimize his wait time. If some reason, he must come
later, that's fine. Eric and and I can mark the origin(s) with labeled flagging and I can come back later in the
afternoon if needed. The surveyor can call me for coordination if he misses making it to the site while I am
there with Eric. Please give the surveyor my cell number and ask him to call me directly ASAP to confirm the
schedule.
Regards, Jim
James D. Gregory, Ph.D., CPSS, PWS
Principal /Senior Scientist
Watershed Hydrology Consultants LLC
1114 Upper Reach Drive, Wilmington, NC 28409
wathydro iWea an.com
www.wathydro.com
Professor Emeritus, Watershed & Wetlands Hydrology
Dept. of Forestry & Environmental Resources
North Carolina State University
Confidentiality Note: This e-mail and any attachments are confidential. If you are not the intended recipient,
you should not retain, distribute, disclose or use any of this information. Please return the email to the sender
and delete this copy from your system. Thank you for your cooperation.
On Fri, Nov 30, 2012 at 8:32 AM, Kulz, Eric <eric.kulzkncdenr.gov> wrote:
Hey Jim
I've got 12/12, 12/14, and 12/18 —12/21 open.
Maybe after we can coax Dorney out of his ivory tower for lunch!
Looking forward to seeing you.

eric
Eric W. Kulz
Environmental Senior Specialist
N.C. Division of Water Quality
Wetlands, Buffers, Stormwater - Compliance & Permitting Unit
1650 MSC
Raleigh, NC 27699 -1650
Phone: [phone]
E -mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties
From: Michael Molley [mailto:mikemolley @hotmail.com]
Sent: Friday, November 30, 2012 8:30 AM
To: rmaschue @bellsouth.net; Kulz, Eric
Cc: Jim Gregory
Subject: RE: Stream Determination Appeal - 80 +/- Acre Parcel at Eubanks Rd and NC 87 - Orange County,
NC
Good Morning Eric
Nice to talk with you. I suggest you coordinate directly with Jim Gregory as to scheduling, just give us enough time to
get our surveyors onsite. Contact me with questions. Thanks, Mike
From: rmaschue(Obellsouth.net
To: [e-mail]
CC: mikemolley (-dihotmail.com; [e-mail]
Subject: RE: Stream Determination Appeal - 80 +/- Acre Parcel at Eubanks Rd and NC 87 - Orange County, NC
Date: Thu, 29 Nov 2012 11:19:19 -0500
L)EUr Mr. Kulz:

Here's Dr. Gregory's Report the Town is questioning. They're trying to claim the entire reach of Tributary A /B /C/ and a
portion of the Main Channel are Intermittent. The individuals they sent out to perform their assessment do not have the
proper credentials to make such determinations, and their interpretation is a gross misrepresentation of the methodology
outlined in the Identification Methods for the Origins of Intermittent and Perennial Streams (NCDWQ Version 3.1). We're
standing behind Dr. Gregory's assessment of site hydrology, and need someone from your department to meet onsite
with our Survey Crew and Dr. Gregory, to come to an unbiased final consensus on the correct classification of these
systems. Please coordinate your site visit with Dr. Mike Molley, Senior Solutech Environmental Scientist (1- 770 -231-
7492), and he'll make sure Dr. Gregory and our Survey Crew are onsite at that time.
Best regards,
Robert R. Maschue, P.G.
President
SoLutech
Environmental Consultants
5841 Corporate Way, Suite 102
West Palm Beach, Fl 33407
(561)688 -2904
From: Kulz, Eric [mailto:eric.kulz(a)ncdenr.gov]
Sent: Thursday, November 29, 2012 10:13 AM
To: Rob Maschue
Subject: RE: Stream Determination Appeal - 80 +/- Acre Parcel at Eubanks Rd and NC 87 - Orange County, NC
Scheduling should not be a problem before the holidays as I am local. How many features are we talking about on the
site? Just the one that crosses diagonally from SE to NW?
Eric W. Kulz
Environmental Senior Specialist
N.C. Division of Water Ouality

Wetlands, Buffers, Stormwater - Compliance & Permitting Unit
1650 MSC
Raleigh, NC 27699 -1650
Phone: [phone]
E -mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties
From: Rob Maschue [ma i Ito: rmaschueftellsouth.net]
Sent: Thursday, November 29, 2012 9:50 AM
To: Kulz, Eric
Cc: Michael Molley
Subject: RE: Stream Determination Appeal - 80 +/- Acre Parcel at Eubanks Rd and NC 87 - Orange County, NC
Eric:
Dr. Molley will be contacting you to discuss this. Let him know if you need a copy of the report in question, and the
earliest you can be onsite. We would like to get this done before Christmas. Thanks.
Robert R. Maschue, P.G.
President
Solutech
Environmental Consuliants
5841 Corporate Way, Suite 102
West Palm Beach, F133407
5( 6l 688 -2904
From: Kulz, Eric [Tailto:eric.kuh_,,t ncdenr. w]
Sent: Wednesday, November 28, 2012 1:43 PM

To: mikemolley(cbhotmail.com
Cc: rmaschue(cbbellsouth.net
Subject: FW: Stream Determination Appeal - 80 +/- Acre Parcel at Eubanks Rd and NC 87 - Orange County, NC
My apologies, I typed in the wrong email to Dr. Molley.
Eric W. Kulz
Environmental Senior Specialist
N.C. Division of Water Quality
Wetlands, Buffers, Stormwater - Compliance & Permitting Unit
1650 MSC
Raleigh, NC 27699 -1650
Phone [phone]
E -mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties
From: Kulz, Eric
Sent: Wednesday, November 28, 2012 1:28 PM
To: 'rmaschue @bellsouth.net'; 'mikemolley @belI south. net'
Cc: Higgins, Karen
Subject: Stream Determination Appeal - 80 +/- Acre Parcel at Eubanks Rd and NC 87 - Orange County, NC
Mr. Maschue:
The Division of Water Quality has received a request for an appeal of a stream determination conducted by the Town of
Chapel Hill at the above - referenced property. In accordance with 15A NCAC 02B ..0267(5), Any disputes over on -site
determinations made by the designated Local Government shall be referred to the Director in writing.
I have contacted you to schedule the appeal of the above - referenced stream determination. In order to accurate provide
this appeal, please forward a property map or survey showing the disputed feature clearly.

Also, I assume you will want to be present during the determination Please provide me with dates and times that you,
or your representatives, are available to meet at the site I will consult my calendar and find a mutually - agreeable date
and time.
Please feel free to contact me if you have any questions or require additional information
Thanks'
Eric W Kulz
Environmental Senior Specialist
N C Division of Water Quality
Wetlands, Buffers, Stormwater - Compliance & Permitting Unit
1650 MSC
Raleigh, NC 27699 -1650
Phone [phone]
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties

Solutech
Environmental Consultants
Stream Identification
Analysis
80 +/- Acre Eubanks Road Site
Chapel Hill, North Carolina
File No. 47168.00
Prepared for:
D & A Development & Consulting, Inc.
628 Oakbourne Way
Woodstock, Georgia 30188
Prepared by:
Michael C. Menoes, Ph.D., P.E.
Michael O. Molley, Ph.D
January 27, 2012
5841 Corporate Way, Suite 102
West Palm Beach, FL 33407
Phone [phone]
Fax [phone]

Solutech
Environmental Consultants
CONTENTS
Section
INTRODUCTION
LOCATION
PREVIOUS CLASSIFICATIONS
INITIAL SITE INSPECTION
CURRENT SITE INSPECTION AND CLASSIFICATION
FINDINGS OF THE CURRENT CLASSIFICATION.
TECHNICAL CERIFICATION
REFERENCES ...
APPENDIX
A Completed NC DWQ Stream Identification Forms
B Photos
C Resumes
5841 Corporate Way, Suite 102
West Palm Beach, FT 33407
Phone [phone]
Fax [phone]
Page
I
2
2
2
3
5
5

INTRODUCTION
The Edge Chapel Hill, LLC is planning on developing approximately 80 acres within the
northwest quadrant of the City of Chapel Hill. Several small streams are located within the
proposed development site. These small streams are subject to the City of Chapel Hill's
riparian setback requirements. The actual setback distance for each stream is based
upon the stream classification. In order for the final layout of the development to occur, all
streams on -site must be classified so that the riparian setback distances can be
established. This report describes the stream inspection that recently took place on -site
and the stream classification that resulted from this inspection.
LOCATION
Figure 1 below shows an aerial photograph of the proposed development site. The site is
located within the City of Chapel Hill along the north side of Eubanks Road. The proposed
development is located just west of both Interstate 40 and Martin Luther King Boulevard
(State Route 86). Millhouse Road is located approximately 0.4 miles to the west of the
proposed development.
Figure 1. Site Location of the Proposed Development
Page 1 of 5

PREVIOUS CLASSIFICATIONS
Two previous stream classifications were performed for the on -site streams The first
classification was performed in April 2003 The second classification was performed in
February 2011 Both classifications were performed by members of the City of Chapel Hill
engineering staff
INITIAL SITE INSPECTION
A preliminary stream inspection was performed by Michael C Menoes, Ph D , P E , and
Robert R Maschue, P G , on October 21, 2011, at the proposed development site Both
stream determination reports prepared by the City of Chapel Hill engineering staff were
reviewed by both individuals prior to the inspection The goal of the preliminary inspection
was to visually corroborate the prior stream determination reports prepared by the City of
Chapel Hill Engineering Department The results of the initial site inspection revealed
questionable stream classifications in several locations Stream lengths previously
identified as perennial appeared to be intermittent, while other stream lengths previously
identified as intermittent appeared to be ephemeral Since the stream designation affects
the required buffer, it was decided that a new stream inspection should be performed to
classify the on -site streams as accurately as possible
CURRENT SITE INSPECTION AND CLASSIFICATION
A new inspection of the on -site streams was performed on January 20, 2012 This
inspection was performed by Michael C Menoes, Ph D, P E , and Michael Molley, Ph D
Michael C Menoes, Ph D , P E has an extensive background in hydrology, hydraulics,
and geomorphology Michael Molley, Ph D has an extensive background in biology
Resumes for both of these individuals can be found in Appendix C
Stationing was established along the main channel and is shown on Figure 2 The flow
pattern of the main channel is from southeast to northwest Station 00 +00 is located at
the most upstream point of the main channel on the development site, whereas Station
28 +00 is located near the most downstream point of the main channel on the development
site
A review of the Southeast Regional Climate Center website (http / /www sercc com /)
indicated that the yearly precipitation total for 2011 was slightly below normal for the
Chapel Hill area, but certainly not representative of drought conditions Additionally,
precipitation had not occurred for at least 48 hours when the new stream inspection was
performed
Page 2 of 5

The inspection performed and resulting classification was based on the Methodology for
Identification of Intermittent and Perennial Streams and Their Origins Manual, Version
4 11 (September 2010) This methodology involves inspecting the geomorphological,
hydrological, and biological characteristics of the stream in order to classify the stream
The geomorphological and hydrological characteristics of each stream run was
determined by Michael C Menoes, Ph D , P E The biological characteristics of each
stream run was determined by Michael Molley, Ph D
The entire lengths of the main channel and three, small tributaries were first walked and
inspected to help identify representative reaches of the channels Two areas were
specifically identified as not being representative of the reach lengths and thus were
ignored for the purpose of stream classification
The first stream run that was ignored was the first 80 feet upstream section of the main
channel at the downstream outlet of the culvert under Eubanks Road (See photos 1 and 2
in Appendix B ) The first (approximately) 80 feet downstream of the culvert has been
eroded into a small channel by high flow velocities exiting the culvert After the first 80
feet, a scour pool exists that dissipates any remaining energy of the water exiting the
culvert Downstream of the scour pool, the channel is barely visible for the next
approximately 450 feet This 450 feet is representative of the main channel at the
upstream end of the proposed development, and this stream length was used to classify
this section of channel
The second stream run that was ignored was the main channel length through the utility
easement near Station 25 +00 Approximately 120 feet of the main channel through the
utility easement appears as if it has been recently altered (filled in) by man -made activity
This length of the main channel is not representative of the main channel near the
downstream end of the proposed development site, and was not used to classify this
section of channel
FINDINGS OF THE CURRENT CLASSIFICATION
The NC DWQ Stream Identification Form was completed for several locations along the
main channel and for the three, small tributaries The completed forms can be found in
Appendix A Photos of locations where the identification forms were completed can be
found in Appendix B During the inspection of the main channel and three, small
tributaries, areas were identified that looked as if the channel may be transitioning from
ephemeral to intermittent and from intermittent to perennial so as to define the length of
channel that can be classified as ephemeral, intermittent, or perennial Figure 2 shows
the main channel and three tributaries color coded to identify the classification of each
stream length
Page 3 of 5

`,
\`\, ,i- 1 - - /' /' ' '''/�-
--'ice%
, ,�� �p.�.a \•
�
-, •__-- /,� -_�__'
=-- VIM
N
Leaend
Ephemeral
Intemlitlent
�'; 1 "r :,: •��, . /— Perennial
1 \� 11 V. _ `1111` II l' ' -' i / \��.�� \ \ \�I
_. 11 - -- ''/
TTI((I {{rpp�{JI44- 4�'�/I /�x�{�'— c..� —�;
✓I'1'���\
11 , A`♦
,``I
Tn�jiiaN
�. 11`1``1
111 II 1I 11124.(' - \,
'I
S
++ age
Figure 2. Results of the January 2012 Stream Classification
The final stream classifications, as determined by this study indicate:
1. The entire lengths of the three, small tributaries are all ephemeral.
2. Approximately the first 500 feet of the main channel is ephemeral.
3. Approximately the next 800 feet of the main channel is intermittent.
4. Approximately the remaining 1300 feet of the main channel is perennial.
Page 4 of 5

TECHNICAL CERTIFICATION
All work done in the preparation of this report was under my direct supervision
January 27, 2012
Michael C Menoes, PhD, P E Date
REFERENCES
North Carolina, Division of water Quality September 2010 Methodology for Identification
of Intermittent and Perennial Streams and Their Origins Manual, Version 4 11
Page 5 of 5

Appendix A
Completed NC DWQ Stream Identification Forms

NC Division of Water Quality — Methodology for Identtfkat)on of Intermittent and
Perennial Streams and Their Origins v 4.11
NC DW Stream Identification Form Version 411 MAI jL►rJE Cw4.r,; 3 L. (Ac. Z)
Date. Fitszar} J4rJ, 20 %?IZ
Pro)eot196a CUAP8L. NI►.t
Lm do 10r.!IP Eve
Evatualor MIKC M. r NIKF, M.
CoanW OLAFJM
LenaltWr. G Mlk BtvD
Total Points-
Sheemla ei fseat eKlrmdrenl 10
teeminstion (olrela any
hdemdttM Psrumial
Other
eg Ousd Nome IJ6» WC
HL r9 or t(x Ja'
l
1 6
A Geomo hoio Subtotal =
Absent
Weak
de
Moderate
Soon
1' Continuity of channel bed and bank
0
1
2
3
2 Sktuosq of channel WoN fthwg
1 6
1
2
3
3 In�channel stmeture ex rift-pool. step -poll
n d uence
®
1
2
3
a Parbde 2 of stream substrate
1
t
2
3
5 Acdveheldflood Win
No ■ 0
1
2
3
6 Dapo3itionel bare or benches
is
t
2
3
7 Recent alkrvfel deposits
25 Algae
1
2
3
6 keadcuts
0
2
3
9 Grade control
no
05
t
1 5
10 NaturalvaBey
Sketch
05
t
1 5
11 Second or rester order channel
= 0
Yes = 3
ar60dm dhcfaa are not ratae see dMcu mom m msmml
o n arumulf t auocumr -
12 Presence of Basefkhw
0
1
2
3
13 Iron oxidong bacteria
0
1
2
3
14 Leaf Otter
1 6
1
05
0
15 Sediment on plants or debris
2
06
1
15
18 Or nx debris Ones or plea
1
05
1
is
17 Sal based evidence of I09h water tabW7
No ■ 0
Yes = 3
t. Dhui Qumma�
16 Fibrous mate in etreambed
3
1
0
19 Rooted upland pWb in stmembed
3
1
0
20 Niaaobenihos (awe dwerally and stwdance )
(0)
1
2
3
3
21 Aquatic Mollusks
0
1
2
22 Fish
05 1
15
is
23 Crayfish
06 1
is
24 AmphWms
05 1
t 5
25 Algae
05 1
26 Weiland Plants in streambed
FACW = 0 75 OBL = 15 Other D
'paemdal aVe9ma may at" be leentdbd LJW4 COW eieaoda. 80e P 35 of mamul
Notes
(_OG4TfS0 ~�. —twr .) ('t SO
Sketch
SCOMW6 IS REP Rt?XkrrA'rlVE Of- rme
P"'Sr -'�SO Fes' On. Sa dF
M,O.A) CI+okMNe L.I U,S,m lrnr„F'LV -rIJ'S
W1 SMA6t T(►dp✓TAn.►6.5,
41
cS
OF

NC Division of Water Quality — Methodology for Identification of intermlttent and
Perennial Streams and Their Origins v. 4.11
NC DWO Stream Identification Form Version 4.11 M Ow Lime CWANws L (PrcS)
Absent
Dats� � trap N.I. ZO
ProJlretlSte CilOP6l Fitt.t_
Latitude (til . OF Ewe
�,tc 5
0
Evaluator M IL.t: M � Ml 1GB M
COUMy� �a.,ar.I c E
3
Longitude c( M L K BL
0
1
Total Points:
Stream a to Man 7ntemNneM Z Z
Strom pap otrela one)
Epbamenl irttarmitt Parmnitl
Other
&V
0
OF
2
3
Quad Noma
0
Ix f9 ar mnnlerYa 7o•
2
3
S Active1re8c1A0od
0
1
2
3
6 Depositional Dare or benches
0
1
2
3
7 Recent apuv161 de
0
t
2
3
B tteatlWte
15
1
2
3
9 73rada control
7
05
1
15
10 Naturalvalley
0
05
7
1
11 Second w realer order channel
NO = 0
Yes = 3
LOCATED � TisTto..l x"30
Sketch
SCoM1IN6 Is �.6P213SfiA/•1'aTttlE OF STATIWJ
x STSO To at
l3tao,
endkial dI - - �ra ncl rated. see discussion In manual
B H drol Subtotal =
C Biology Subtotal =
41
A Geomorphology Subtotal = 10 - S
Absent
Weak
Moderate
Strong
1' CoMlnuny of channel bed and bank
0
1
2
3
2 Sinuosity of channel al
0
1
2
3
'^�n•I w 0
0
�
2
3
Quad Noma
0
Ix f9 ar mnnlerYa 7o•
2
3
S Active1re8c1A0od
0
1
A Geomorphology Subtotal = 10 - S
Absent
Weak
Moderate
Strong
1' CoMlnuny of channel bed and bank
0
1
2
3
2 Sinuosity of channel al
0
1
2
3
3 In channel structure ex riM�poa, step�pool,
a uenee
0
�
2
3
4 Parade sae of dream substrate
0
1
2
3
S Active1re8c1A0od
0
1
2
3
6 Depositional Dare or benches
0
1
2
3
7 Recent apuv161 de
0
t
2
3
B tteatlWte
15
1
2
3
9 73rada control
7
05
1
15
10 Naturalvalley
0
05
7
1
11 Second w realer order channel
NO = 0
Yes = 3
12 Presence oleaseflow
D
1
2
3
13 Iron oxlda! baetene
O
1
2
3
14 Loaf Idler
1 5
1
0
0
15 Sediment on nu or debits
0
05
t
is
18 0 mcdaDnsNnesor Ilan
0
06
1
15
17 Soil-based evidence of tugh water table?
No = 0
Yea = 0
16 Fibrous roots in streembed
3
1
0
19 Rooted upland plants m streaunbad
3
2
t
0
20 Maaoberttlws (note dlvarsM and a0undsxe)
0
1
2
3
21 Aquatic Mollusks
0
t
2
3
22 Fish
05
1
15
23 Crayfish
05
1
15
24 Amphibians
05
1
15
25 Algae
0
06
7
is
26 VYeUanO lams In streembed
FACW = 0 75, OBL - t 5 Other 0
•paenniel almema may also be Ida=tlaed malp other meeuda Seel) 33 of merxlaL
Notes
LOCATED � TisTto..l x"30
Sketch
SCoM1IN6 Is �.6P213SfiA/•1'aTttlE OF STATIWJ
x STSO To at
l3tao,

NC Division of Water Quality - Methodology for Identification of Intermittent and
_ Perennial Streams and Their Origins v. 4.11
144' nwn ca—...n ra &atifl . 14" Rnr Vorxlnn d11 MAtUL7W6 CNANNatr (PI68)
Dole Fn..7bAy JAPj ZQ 2.012
Projeemw r —WOP6L WAL-L
L's ude 111;1 OF 1=ve4
Evaluator MIKE M. MIKE M.
C -nit'• 0,.4N M
Longitude• i MLt< J?Lv
Total Points*
Wreem Determination (d
Other i,ic 7wwz$T
spasm Is at Alas kda mtmat 3 I
Ephemeral lntsnnktent�
o g Guad Name
dt tgdr rmuaalda ao•
2
0
A Geomorphology ( Subtotal a
Absent
Weak
Moderate
Strong
1 I Continuity of channel bed and bank
0
t
2
3
2 Stnuosrty of channel a M
0
1
2
0
3. In- channel structure ex rtifle•Poot, steP41001,
rlpyleyool sequence
0
1
©
3
4 Particle sae of stream substrete
0
1
2
1 5
5. ActiWai8et floodplaln
0
1
15
3
6 Depositional ban or benches
0
05
05
2
3
7 Recent a0umal d its
1
2
3
6 Meadwls
0
7
2
3
9 Grade contra
0
05
1
1
10 Natural valley
0
06
1
gy
11 Second or greater order channel
Sketch LOGATEO *C S-rA -n 0N 14 t60
SGan.w6 Is RsrP-GSEMAMVE OF' Siar -° 3 ' i3tvo Te = 18tOr,
1-oM1 rt2o; S Isoteasr 4 gr+PUtPaD51 I f_E6LN
o 0
Yea 3
' artificial d4d*s are not rated. sea dt cussbns In manwi
0 nVultilw4y tQwVJUu —
12 Presence of Baseflow
0
t
2
3
13 Iron wadwrip bacteria
0
1
2
3
14 Ledlrtler
1 5
20 Mauobenthoa (note &wQv and stamdsoce )
05
0
15 Seddnent on plants or debts
3
0 5
1
15
16 Organic debris Imes or les
2
06
1
1 5
17 Sol]-based evklence of hgh water table?
No - 0
Yes = 3
%, 01 vuwu— —
16 Fibrous roots in streembed
3
1
0
19 Rooted upland plants in areambed
3
t
0
20 Mauobenthoa (note &wQv and stamdsoce )
0
1
2
3
21 Aquatic Mollusks
1
2
3
22 Fish
06
1
15
23 Crayfish
24 Amphibians
05
05
1
1
15
16
25 A
O
1 05
7
15
26 Wetland plants in streambed
FACW o 075 OR = 1 5 Other
'perennial snearnn may also be rdentNfod using oamr methods See p 35 aT manual
Notes
Sketch LOGATEO *C S-rA -n 0N 14 t60
SGan.w6 Is RsrP-GSEMAMVE OF' Siar -° 3 ' i3tvo Te = 18tOr,
1-oM1 rt2o; S Isoteasr 4 gr+PUtPaD51 I f_E6LN
41
ncS

NC Division of Water Quality — Methodology for identification of Intermittent and
Perennial Streams and Their Origins v. 4.11
NV nWn C►.. m rdoneffl ofinn Nn Vondnn d_I1 MQINL.I�11, C1+ NI L. NC, 10)
Date R ibw J w 10/
ftNOW" C )JAP6 L (JILL.
Latitude' Wr O F Eva
Evaluator MIKE M r M1KF- M
C-1r. Oua a
Longaude 4 MLK 6L.V
Total Points-
Strum Dohmni atton (dmlL2a§j
Other �yyTM W E
Stream is of low urfemuneM 34
It NorperertW02301
Ephemeral lntermlme eelm
eg Quadlaame.
A Geomorphology ( Subtotal = 12 1
Absent
Weak
Moderate
Strang
1` Commufty of channel bed and bank
0
1
2
3
2 Bmtmsq of channel a thahwg
0
1
2
0
3 In-channel str u hire ex rdeiool, stepgool.
n I semwee
0
1
2
15
4 Parbcle size of stream substrate
0
1
2
16
5 AcWelrelict fioodplam
0
1
Co
3
5 OeposNOnal bars or benches
0
1
tz
3
7 Recent alluvial depoW
24 AMO*Ians
0
2
3
5 Headwta
16
1
2
3
9 Grade control
0
05
1
15
10 Natural Vauey
0
05
1
Notes
11 Second or greaW order channel I
Nom 0
Yes ° 3
' wdit l ditches are not rated, we dhwssi= In manual
G?
v . mow. vuuw.o. —
12 Presence of Basenm
0
1
2
13 Iron omfthV bacteria
0
1
2
3
14 Leaf utter
t 5
1
05
0
15 Sediment on pi ants or debris
0.5
t
15
16 Organic debris fines a
2
05
1
16
17 Soy based evidence of high water table?
No s p
Yes a 3
V p V.. VVNV-
iS Fibrous roots in streambad
3
1
0
19 Rooted upland plants in streembed
2
1
0
20 Macrobenthos (note diw" and abfndarce)
0
2
3
21 Aquatic Molkisks
1
2
3
22 Fish
05
1
t 5
23 Crayfish
0
1 1
1 5
24 AMO*Ians
0
i 5
1 1
16
25 Agee
0
05
15
26 Wetland plaits in strumbed
FACW - 0 75, OBL =15 Other (0
•perenrdal streams may also be Identified using odw methoft See Q 35 of maaual
Notes
Sketch B� ~` STar`o,) Z4T30
SGon 1nf( IS Q6136695nrr1ar1 VC OF S"rJ r'tun.S * 18 *00 To
�own�1TA:AM Pµp6xy-1 L1M1i'.
G;� o Z0; G 13oPveSl SAmPw,PoDS, I Lrsscu
41
MKS
Cr-

NC Division of Water Quality - Methodology for Identification of Intermittent and
Perennial Streams and Their Origins v. 411
N(` r►WA Cftin'n ido HA"finss Rnrnx Vonnnn d_11 (t18+. 4a-j A — I ELI_ LEN cm < Pic- I I)
Date `— tiloA*f }Awl . ZO 201 Z
Prolectsits CUAPEL IJIt -L
Lade' I Jf OF [ve4w
Evaluator NIKZ M I MIKE M.
CoumY 024,jcE,
Longitude � M L K eLvO
Total Pointe•
bmdnatlon (aids one)
Other NM'TN WEST
stream is at least Nfomwenr I Z 5
phama IRtamlfaard Peramial
&V Quad Nonce
vafpor remaIda30 ,
2
3
A Geomorphology Subtotal =
Absent
1
Moderate
Strom
1' Conti" of channel bad and bank
0
1
2
3
2 Sinuosity of channel fh
0
1
2
3
3 In{hamrel stricture ex nme -pool stop-pow,
n ence
/i
lWeek
2
3
4 PartICle size Of stream substrate
0
05
2
3
5 AcINWrefiel fn
No - 0
Yes = 3
2
3
8 Depostlional ban or benches
V
1
2
3
7 Recent efluNal deposits
0
1
2
3
8 Meadcuts
0
Eli
2
3
9 Grade control
Notes
05
1
15
10 Natural vaday
0
05
1
15
11 Second or greater order chow*
No
=
Yes a 3
aruacw dxches are not rates ace aaxxnsraru mmammr
4—
�1
12 Preserve of Baseflow
0
1
2
3
13 Iron ox4dwing bacteria
0
1
2
3
14 Leaf fitter
is
1
05
0
15 Sediment on plants or debris
0
05
1
15
16 Organic debris Imes or plies
0
05
1
1 5
17 Soil-based avefence of high water tattle?
No - 0
Yes = 3
%, owfumv tO wtwg.-
18 Fibrous roots In atreambed
3
2
1
0
19 Rooted LqAand plants fn streambed
3
1
0
20 MacrobenthOS (rum end abundance )
0
1
2
3
21 Nuaft Mollusks
0
1
2
3
22. Fish
0
0.5
1
15
23 Crayfish
0
05
1
15
24 h brans
0
0 5
1
15
25 A
0
OS
1
1 5
26 Wetland plants in Weam bed
FACW 0 75, OBL = 1 = 0
5
pmenrnal streams may also be Idanssed uahg other methods. See p 35 of manutl
Notes
c��+
Sketch ISoP4D5 Wo-ric6D
41
)F

NC Division of Water Quality -Methodology for Identification of Intermittent and
Perennial Streams and Their Origins v 4.11
NC DWO Stream Identification Farm Version 4.11 ( R r 611'r'AILy $ — (7- LL i ESN CM (PIC4)
Date R'DA 20 2 12
Prol"Mte CIJOPSL DILL
Latitude 1,Jr. OF
Evaluator M IK1= M c M I Ke M.
Count i )y,rohv6 E
Longitude, # M L I< 6L %,
Total Points
Stream is of INW k1wMiaeM 13
§WumlIstanydnation (circle on@)
other NOATM wtcST
ita 19 or erennlal r1a 30•
amen (marmlttent Perennial
g caad name
A Geomo ho Subtotal =
Absent
Weak
Moderate
Strong
1` Conlinufty of channel bed and bank
0
1
2
3
2 Sinuosity of channel along thatweg
0
1
2
3
3 In-channel structure ex rife -pool, step.pool.
n 1 uence
0
1
2
3
4 Particle Size of stream substrate
0
1
2
3
5 ACtive/relct floodplain
CO
1
2
3
6 Depositional bars or benches
1
2
3
7 Recent alluvial deposits
t
2
3
8 Headcuts
0
1
3
9 Grade control
0
05
1
1 5
10 Natural vafley
0 1
05
1
is
11 Second Or orestat order channel
CNO
0
Yes = 3
'arWidal dachas are not rated see duamaarn m manual
12 Presence of 8asefiow
Q
1
2
3
13 Iron oxidibrig bacteria
0
1
2
3
14 Leaf lifter
15
1
06
CO)
15 Sediment on plants or debris
CO
05
1
is
16 Organic debris lines or s
M
0 5
1
1 5
17 Soil-based evidence of high water table?
No = 0
Yes = s
18 F = ots ro N Weambed
3
2
1
0
19 Rooted upland plants In streambed
3
1
0
20 Meaobenthos (note dhrorsky and abundance )
2
3
21 Aquatic Mollusks
1
2
3
22 Fish
M
05
1
is
23 Crayfish
05
1
15
24 Amphibians
0 5
1
15
25 Algae
O S
1
15
26 Weiland plants In streambed
FACW = 0 75. OSL = 15 Other
'perennial streams may also be Idenried using corer memwe. See p 35 or manual
Notes
Sketch
41
KS
)F

NC Division of Water Quality — Methodology for Identification of Intermittent and
Perennial Streams and Their Origins v. 4.11
Nr nwa Cfrnam identiBcatlan warm Verdian 4.11 C FCi L-L• La"m (Pic 3)
Data RuDa AN Zo 2ot•L` --
ProieatlSHO CWAPEL NIL I-
Latisude 1"7' OF EV&W
Evaluator. MIKE M, P' MItC6
County N4E
Longitude: I MLK gL.
Total Points
Rialwanaltarmlinallion (circle one)
Other
Stmem is at Ideal baermat rat /
Nhe IMermllteM Perennial
ay Qwtl Name-��
dz19a mnals!da30• �U
2
3
A Geomo ho Subtotal =
Absent
Weak
Moderate
Strong
1' Continuity of dwriet bed and bank
0
C9
2
3
2 Sinuosdy of channel th
0
1
2
3
3 ht�channel stnx Lure e:L n1Ae2ool, steppool.
n ante
O
1
2
3
4 Particle size of stream substrate
0
1
2
3
5 AftmNekd floodplaln
No • 0
1
2
3
s Depositional bars or bertdtes
1
2
3
7 Recent alluvial deposits
1
2
3
S Meadcuts
0
IZD
2
3
9 Grade control
0
06
1
1 5
10 Natural valley
0
05
15
11 Second or greater order channel
No ■ 02
Yes 3
'sandal dithea are net rated see dlawsswrm n manual
V `1 YI VI VYYIYIY�
12 Presenoe of Baseflow
0
1
2
3
13 Iron oxidizing bacteria
0
1
2
3
14 Leaf litter
is
1
05
0
is Sediment an plants or debris
0
06
1
is
1s Organic debits Ib*s ar Iles
0
05
1
Is
17 Soil-based evidence ci high water twm?
No • 0
Yes' 3
v irnv auYwmr -
19 Fibrous roots in streambed
3
2
0
mtr
19 Rooted upland plants In sireaed
3
2
1
0
20 Maaobanthos (nine diversify and abundAno )
CO)
1
2
3
21 Aquatic Mollusks
0
1
2
3
22 Fish
0
05
1
is
23 Cfftftsh
05
1
15
24 hNl ans
05
1
is
25 Algae
05
1
15
26 VW hand plants In streambed
FA CW = 0 7$, OBL • 1 5 Other 4 0
•peiewiat stmsma may also be idamised using Geller methods see P 35 Of manual
Notes
Sketch
41
OF

Appendix B
Photos

Photo 1. Looking downstream at the upstream end of main channel, approximately 80 feet
downstream of Eubanks Road Culvert. Note that downstream of scour pool, the
channel is barely visible.
Photo 2. Looking upstream at the culvert under Eubanks Road. The small channel formed
at the culvert outlet is a result of erosive velocities exiting the culvert pipe.

Photo 3. Looking downstream along Tributary C (which is located to the east of the main
channel near the upstream end of the main channel). Note that the channel is
barely visible.
Photo 4. Looking downstream along Tributary B (which is located to the west of the main
channel near the upstream end of the main channel).

Photo 5. Looking downstream along main channel near Station 9 +30.
Photo 6. Looking upstream at the culvert outlet along 1 -40, near mainline Station 9 +50.

Photo 7. Looking downstream at the culvert outlet along 1 -40, near mainline Station 9 +50.
Photo 8. Looking downstream along main channel near Station 14 +60.

Photo 9. Looking upstream at the culvert outlet along 1 -40, near mainline Station 15 +00.
Note the placement of rock channel protection by NCDOT.
Photo 10. Looking downstream along main channel near Station 24 +30. Note the large rock
in the channel acting as grade control structures.

• ;, .. '� ;,SAY � E` � �' l c f : / ,� � , -
4j J6 �`: iii �.cy.( - n Yi•.^.ys.�.Yt�' t�• 'r- sM,}�. �+ ef+ '•mss -^� �'"' ♦ ;_' -'•_t' ._-- .
,� %}s / S aA�x+, 2�' "S�SIL'n a'`• -ht�_y(y' s1t". .Y•'�p 4 _` •• f!.
IriJ `f':Y '11h t L VY'�} .ry�1M _'•"lt•�v '� $x_—
ks
37.'' '�' _,45f��s.3= .'='�� �_�''�..�i:v��'t'ts,����•x 4�; �r� • "'',l
4 ti., iii. ✓s�: _ 1i � .

Appendix C
Resumes

Michael C Menoes Summary Resume, page 1 of 3 Updated 1,1 /11
EDUCATION
B A History, 1987, College of Wooster, Wooster, Ohio 44053
B S Civil Engineering, 1991, Cleveland State University, Cleveland, Ohio 44115
M S Civil Engineering, 1995 (concentration in water resources engineering), Cleveland State
University, Cleveland, Ohio 44115
Ph D Civil Engineering, November 2003, University of Maryland, College Park, Maryland 20742
REGISTRATION
Professional Engineer, State of Ohio No E -59955
EXPERIENCE
August 1995 to August 1999 and April 2002 to present
Employer Hydrosphere Engineering, Cleveland, Ohio
Title Hydrologist/Hydraulics Engineer
Basement flooding, causal determination
Dam, downstream effects of failure
Erosion, analysis and corrective measures
Flood hazard, delineation of floodplains
Flooding, causal determination
Storm sewer network, determination of capacity
Storm water detention, determination of effectiveness
Technical review, drainage design for a subdivision
April 1997 to July 1998
Employer Hydrosphere Engineering, Cleveland, Ohio
Title Water Management Project Engineer for the City of Amherst
Rewrite existing storm water management ordinances
Implement new ordinances
Provide technical support to city departments
Develop sewer models to help alleviate flooding problems and prevent future ones

Michael C Menoes
February 1988 to April 1997
Resume, Page 2 of 3
Employer Western Reserve Engineering & Surveying Company, Cleveland, Ohio
Title Design Engineer
Design of improvements to State Route 82 in Strongsville, Ohio
Design of improvements to Grafton Road in Brunswick, Ohio
Flooding assessment of Mill Creek Subdivision in Twinsburg, Ohio
Design of culvert replacement in Westlake, Ohio
Design of storm water detention for Pine Lakes Subdivision in Strongsville, Ohio
Title Assistant City Engineer for the City of Pepper Pike
Construction management for a wide variety of city projects
Attendance at Planning and Zoning, Road and safety, and Council meetings
Review of proposed plans to ensure code requirements and overall quality
Review of proposed house topographic plans to ensure code requirements
Assistance to city residents in dealing with their flooding problems
Creation and implementation of yearly pavement maintenance programs
Coordination with other department heads for a capital improvement program
PROFESSIONAL ORGANIZATIONS
From December 2010 to present - member of FEMA's Scientific Resolution Panel
UNIVERSITY INSTRUCTION
College classes instructed
Fall 1996, Taught junior level Hydraulics Engineering course at Cleveland State University
Fall 1997, Taught junior level Hydro Engineering Laboratory at Cleveland State University
Winter 1998, Taught junior level Hydro Engineering Laboratory at Cleveland State University
Fall 1998, Taught junior level Hydro Engineering Laboratory at Cleveland State University
Fall 2001, Taught senior level Groundwater Engineering course at University of Maryland
Fall 2004, Taught junior level Hydraulics Engineering course at Cleveland State University

Michael C. Menoes
Resume, Page 3 of 3
Spring 2005, Taught graduate level Open Channel Hydraulics course at Cleveland State
University
Spring 2006, Taught graduate level Water Resources Engineering course at Cleveland State
University
Fall 2011, Taught junior level Hydraulics Engineering course at Cleveland State University
PROFESSIONAL ENGINEERING TRAINING
January 1997, Presented seminar on the utilization of HEC -2 to the Cuyahoga County
Engineer's Office
May 2004, Taught engineering short course designed to fulfill the new Ohio EPA water quality
requirements for the Ohio Department of Natural Resources and Cuyahoga Soil and Water
Conservation District
March 2005, Taught engineering short course designed to fulfill the new Ohio EPA water quality
requirements for the Ohio Department of Natural Resources and Franklin Soil and Water
Conservation District
April 2005, Taught engineering short course designed to fulfill the new Ohio EPA water quality
requirements for the Ohio Department of Natural Resources and Hamilton and Butler Soil and
Water Conservation Districts
2007 - present, Taught several engineering short courses designed to fulfill the new Ohio
Professional Engineer requirement of continuing education

MICHAEL O. MOLLEY, PhD
(770) 231 -7492
mikemolley @hotmail.com
936 + years of Natural Resources, Wetland, Regulatory Compliance and Environmental
Assessment Experience
•Strong Multidisciplinary Project Management and Leadership
*Dedicated, Practical Environmental Problem Solver
PHASE I AND PHASE H ENVIRONMENTAL SiTE ASSESSMENTS
• Phase I Investigations (ASTM E 1527, AAI) for apartments, mobile home parks, shopping
centers, business parks and office buildings, and vacant or undeveloped land
• Specialize in Phase I Investigations for industrial and manufacturing sites
• Phase I and Phase II Investigations for underground storage tank facilities, dry cleaners,
landfills, industrial, manufacturing, and Hazardous Sites Response Act related facilities
ENVIRONMENTAL HEALTH AND SAFETY
• Industrial hygiene evaluations, including indoor air quality, work place exposure (e g ,
chemicals, metals, noise), heat stress, asbestos, mold, and health and safety planning and
training (e g , Hazard Communication, Hearing Conservation, Respiratory Protection,
OSHA)
• Taught graduate level courses in environmental management where the main emphasis
was examining environmental regulations and applying them to case studies for
compliance evaluation and possible corrective action
• Knowledge of chemical hazards and hazardous materials evaluation, characterization,
toxicology, and risk assessment for air, water, and surface and subsurface environments
Direct experience with remediation and disposal of solid and hazardous waste
• Site Health and Safety Manager at numerous sites where activities involved identification
of chemicals of concern, preparation and review of site specific health and safety plans,
training, exposure monitoring, and onsite interaction
NATIONAL ENVIRONMENTAL POLICY ACT AND NATURAL RESOURCE DAMAGE ASSESSMENTS
Managed and participated in preparation of EIA /EIS and Natural Resource Damage
• Assessments, including data collection, evaluation, report preparation and review,
regulatory interaction /permitting, and expert witness testimony
Emergency response action and Natural Resources Damage Assessment following a fire
and explosion at a bulk chemical storage facility, including assessment of the fire and
chemical release affects to surface water, wetlands, soil, groundwater, air, and chemicals
of concern/ by product identification and remediation
Conducted assessments, as a Qualified Consultant, for compliance with the Georgia

Michael O Molley, PhD
Page 2
Environmental Policy Act (GEPA)
ECOLOGICAL AND WETLANDS ASSESSMENTS
Conducted and managed terrestrial and aquatic ecosystem and wetland assessments,
including critical habitat identification, threatened and endangered species, delineation,
regulatory interface and permitting, and expert witness testimony
Managed and conducted corridor studies (e g , pipeline, transmission line, and
transportation), Section 404 and Nationwide Permitting and Section 7 (USF &WS)
Conferences
Conducted and managed water resource projects, including streams, rivers, lakes, and salt
water studies throughout the eastern US
Watershed studies throughout the eastern US involving damaged ecosystems, water
quality, wetland and habitat restoration, and stream hydrology
Expert witness testimony regarding assessment and recovery of damaged ecosystems,
wetlands assessment, impact, restoration, landfills, surface mining, groundwater,
emergency response actions, including review of applicable response measures,
effectiveness, and cost considerations
ENVIRONMENTAL COMPLIANCE
Conducted environmental compliance audits at chemical, petrochemical, pulp and paper,
manufacturing, landfills, and industrial facilities (e g , air, water, wastewater,
solid /hazardous waste), program development (e g , contingency plans, Superfund
Amendment and Reauthorization Act (SARA), Stormwater Pollution Prevention , Spill
Control and Countermeasures Plans), permitting, training, Resource Conservation and
Recovery Act (RCRA) Facility Investigations /Assessments, and state /federal regulatory
interface
• Knowledge of chemical hazards and hazardous materials evaluation, characterization,
toxicology, and risk assessment for air, water, and surface and subsurface environments
Direct experience with remediation and disposal of solid and hazardous waste
• Taught graduate level courses in environmental management where the main emphasis
was examining environmental regulations and applying them to case studies for
compliance evaluation and possible corrective action
• Developed and implemented SARA (Community Right to Know) and Stormwater
compliance programs for industry and commercial concerns
• Developed and implemented RCRA contingency plans for industrial and commercial
concerns, including emergency planning, training and waste minimization
• Prepared National Pollutant Discharge Elimination System (NPDES) permits, including
periodic compliance documentation (e g , discharge monitor reports) for manufacturing
and industrial concerns

Michael O Molley, PhD
Page 3
COMMUNICATION
• Author or coauthor of over 400 technical /research reports and publications in the areas of
environmental impact analysts, compliance, and assessment for pulp and paper, chemical
and petrochemical, nuclear and fossil fuel, mining, and other industrial, commercial,
municipal, and private concerns
• Extensive interaction with local, state, and federal agencies /regulators during
environmental compliance and assessment related activities
• Presentations at public hearings, professional meetings, conferences, and at
industrial /manufacturing facilities
• PhD Dissertation Emergency Response and Natural Resource Damage Assessment
Bulk Terminal Fire and Explosion, Savannah, Georgia 215pp
MS Thesis Effects of Temperature and Photoperiod on Molting Patterns of Seasonal
Populations of the Crayfish Orconectes immunis (Hagan) 53pp
• Multidisciplinary project manager with several projects in excess of one million dollars
and ability to mange multiple projects concurrently
EDUCATION
• Ph D Environmental Engineering Kennedy - Western University
• M S Aquatic Biology /Environmental Science Western Kentucky University
• B S Biology (Chemistry) Belhaven College
CONTINUING EDUCATION
OSHA 40 -hour Health and Safety for Hazardous Waste Operations Training (1994), including the
8 hour Supervisor training and yearly updates
Contaminant Transport by Groundwater Flow 1995 Atlanta Geological Society /Olsen
Enterprises, Atlanta, Georgia
Fundamentals of Hydrogeology Principals and Practice 1994 Atlanta Geological
Society /Olsten Enterprises, Atlanta, Georgia
Principals of Occupational Safety and Health 1993 National Safety Council, Atlanta, Georgia
Practical Aspects of Industrial Hygiene 1986 American Institute of Industrial Hygiene
Washington, D C
REGISTRATIONS AND CERTIFICATIONS
• Registered Environmental Manager (REM No 5373, 1992)
• Certified Environmental Auditor (CEA No 2213, 1992)
• Registered Environmental Professional (REP No 2838, 1990)

Michael O Molley, PhD
Page 4
• Certified Fisheries Scientist (CFS No 1405, 1980) Recertified 2004
• Qualified Consultant for Environmentally Sensitive Property and GEPA, Georgia
Geological Survey, GADNR, Atlanta, Georgia 1993
ORK EXPERIENCE
• Contract Consulting 2004 to Present /DeVry University, Visiting Professor 2010 to
Present
• Clayton Group Services, Inc (Clayton Environmental Consultants) 1984 to 2003
• Adjunct Instructor, Emory University School of Public Health, Atlanta, Georgia 1999
• Private Consulting /Adjunct Instructor Mercer University 1983
• Environmental Research and Technology, Inc 1975 to 1982
• Ichthyological Associates 1973 to 1975
AFFILIATIONS
• Air and Waste Management Association (Past)
• American Industrial Hygiene Association (Past)
• American Fisheries Society
• Atlanta Geological Society
• Georgia Wildlife Federation Member
• National Registry of Environmental Professionals (Past)
• National Wildlife Federation Member

Solutech
Environmental Consultants
Stream Identification
Analysis
80 +/- Acre Eubanks Road Site
Chapel Hill, North Carolina
File No. 47168.00
Prepared for:
D & A Development & Consulting, Inc.
628 Oakbourne Way
Woodstock, Georgia 30188
Prepared by:
Michael C. Menoes, Ph.D., P.E.
Michael O. Molley, Ph.D
June 4, 2012
5841 Corporate Way, Suite 102
West Palm Beach, FL 33407
Phone [phone]
Fax[phone]

Air—
%4
SoLutech
Environmental Consultants
CONTENTS
Section
INTRODUCTION
LOCATION......
PREVIOUS CLASSIFICATIONS ......
5841 Corporate Way, Suite 102
West Palm Beach, FL 33407
Phone [phone]
Fax [phone]
Pane
.......1
...............2
INITIAL SITE INSPECTION ............................................................ ..............................2
CURRENT SITE INSPECTION AND CLASSIFICATION ........... ..............................2
FINDINGS OF THE CURRENT CLASSIFICATION .................... ..............................3
TECHNICAL CERIFICATION ............................ ...............................
REFERENCES ................................... ...............................
APPENDIX
A Completed NC DWQ Stream Identification Forms
B Photos
C Resumes
.5

INTRODUCTION
The Edge Chapel Hill, LLC is planning on developing approximately 80 acres within the
northwest quadrant of the City of Chapel Hill. Several small streams are located within the
proposed development site. These small streams are subject to the City of Chapel Hill's
riparian setback requirements. The actual setback distance for each stream is based
upon the stream classification. In order for the final layout of the development to occur, all
streams on -site must be classified so that the riparian setback distances can be
established. This report describes the stream inspection that recently took place on -site
and the stream classification that resulted from this inspection.
LOCATION
Figure 1 below shows an aerial photograph of the proposed development site. The site is
located within the City of Chapel Hill along the north side of Eubanks Road. The proposed
development is located just west of both Interstate 40 and Martin Luther King Boulevard
(State Route 86). Millhouse Road is located approximately 0.4 miles to the west of the
proposed development.
Figure 1. Site Location of the Proposed Development
Page 1 of 5

PREVIOUS CLASSIFICATIONS
Two previous stream classifications were performed for the on -site streams The first
classification was performed in April 2003 The second classification was performed in
February 2011 Both classifications were performed by members of the City of Chapel Hill
engineering staff
INITIAL SITE INSPECTION
A preliminary stream inspection was performed by Michael C Menoes, Ph D , P E , and
Robert R Maschue, P G , on October 21, 2011, at the proposed development site Both
stream determination reports prepared by the City of Chapel Hill engineering staff were
reviewed by both individuals prior to the inspection The goal of the preliminary inspection
was to visually corroborate the prior stream determination reports prepared by the City of
Chapel Hill Engineering Department The results of the initial site inspection revealed
questionable stream classifications in several locations Stream lengths previously
identified as perennial appeared to be intermittent, while other stream lengths previously
identified as intermittent appeared to be ephemeral Since the stream designation affects
the required buffer, it was decided that a new stream inspection should be performed to
classify the on -site streams as accurately as possible
CURRENT SITE INSPECTION AND CLASSIFICATION
A new inspection of the on -site streams was performed on January 20, 2012 This
inspection was performed by Michael C Menoes, Ph D , P E , and Michael Molley, Ph D
Michael C Menoes, Ph D , P E has an extensive background in hydrology, hydraulics,
and geomorphology Michael Molley, Ph D has an extensive background in biology
Resumes for both of these individuals can be found in Appendix C
Stationing was established along the main channel and is shown on Figure 2 The flow
pattern of the main channel is from southeast to northwest Station 00 +00 is located at
the most upstream point of the main channel on the development site, whereas Station
28 +00 is located near the most downstream point of the main channel on the development
site
A review of the Southeast Regional Climate Center website (http / /www sercc com /)
indicated that the yearly precipitation total for 2011 was slightly below normal for the
Chapel Hill area, but certainly not representative of drought conditions Additionally,
precipitation had not occurred for at least 48 hours when the new stream inspection was
performed
Page 2 of 5

The inspection performed and resulting classification was based on the Methodology for
Identification of Intermittent and Perennial Streams and Their Origins Manual, Version
4 11 (September 2010) This methodology involves inspecting the geomorphological,
hydrological, and biological characteristics of the stream in order to classify the stream
The geomorphological and hydrological characteristics of each stream run was
determined by Michael C Menoes, Ph D , P E The biological characteristics of each
stream run was determined by Michael Molley, Ph D
The entire lengths of the main channel and three, small tributaries were first walked and
inspected to help identify representative reaches of the channels Two areas were
specifically identified as not being representative of the reach lengths and thus were
ignored for the purpose of stream classification
The first stream run that was ignored was the first 80 feet upstream section of the main
channel at the downstream outlet of the culvert under Eubanks Road (See photos 1 and 2
in Appendix B ) The first (approximately) 80 feet downstream of the culvert has been
eroded into a small channel by high flow velocities exiting the culvert After the first 80
feet, a scour pool exists that dissipates any remaining energy of the water exiting the
culvert Downstream of the scour pool, the channel is barely visible for the next
approximately 450 feet This 450 feet is representative of the main channel at the
upstream end of the proposed development, and this stream length was used to classify
this section of channel
The second stream run that was ignored was the main channel length through the utility
easement near Station 25 +00 Approximately 120 feet of the main channel through the
utility easement appears as if it has been recently altered (filled in) by man -made activity
This length of the main channel is not representative of the main channel near the
downstream end of the proposed development site, and was not used to classify this
section of channel
FINDINGS OF THE CURRENT CLASSIFICATION
The NC DWQ Stream Identification Form was completed for several locations along the
main channel and for the three, small tributaries The completed forms can be found in
Appendix A Photos of locations where the identification forms were completed can be
found in Appendix B During the inspection of the main channel and three, small
tributaries, areas were identified that looked as if the channel may be transitioning from
ephemeral to intermittent and from intermittent to perennial so as to define the length of
channel that can be classified as ephemeral, intermittent, or perennial Figure 2 shows
the main channel and three tributaries color coded to identify the classification of each
stream length
Page 3 of 5

�I� ✓''Sir- �;''�! / / -' \� �' %; " "'•'_--'= ��r- ^— �-_- _:� /.'.
Legend
Ephemeral
lrdeffnkbknt
Pomnnial
li �`Fta do 2 k , 7 =-I-�- i. ��i""`11 .•\ `�: \:.., '• ``` i
��Ixofficii Ts
`�:$+`,
9.O
N io,
WII
in
_�`. .;���:;; % /,� �•, / ;;il it 11,1t;1� ` ,,` `a` ' „1�, , `\
Figure 2. Results of the January 2012 Stream Classification
The final stream classifications, as determined by this study indicate:
1. The entire lengths of the three, small tributaries are all ephemeral.
2. Approximately the first 500 feet of the main channel is ephemeral.
3. Approximately the next 800 feet of the main channel is intermittent.
4. Approximately the remaining 1300 feet of the main channel is perennial.
Page 4 of 5

TECHNICAL CERTIFICATION
All work done in the preparation of this report was under my direct supervision
t4� C. 4%�U�
January 27, 2012
Michael C Menoes, Ph D, P E Date
Reviewed by
June 4, 2012
Michael O Molley, P6 D Date
13 [94 :T= ,11100 K
North Carolina, Division of Water Quality September 2010 Methodology for Identification
of Intermittent and Perennial Streams and Their Origins Manual, Version 4 11
Page 5 of 5

Appendix A
Completed NC DWQ Stream Identification Forms

NC Division of Water Quality - Methodology for Identfkaelon of Intermittent and
Perennial Stream and Their Origin v 4.11
Weak
NC DWO Stream Identification Form Version 4.11 NA►ruLWE C1IANNI: t- (PIG Z)
strong
��f a.r9ArJ .iArJ. � �AIZ
ProJ•oVSae CuAPet. 1�111.L
LaNtuda. Iii'. Cam' Ev8
KS
Nx tp or Ux JO
Evatunor MlKts M. r M►KE M.
OO°"'Y' t�,aa6rr
Longitude: c Mt_k BLVD
2
3
Total Points:
taardttatlon (drol• one)
Data N�ti -,,,,, we
OF
3
Sneam h a host uxsmltsenl 10
"
1
2
3
5 ACbre/re9ct EOOd Win
No • 0
1
2
3
8 De honal bare or benches
15
1
T
3
7 Recent aihrvWl depoeas
!
2
3
B ksadana
0
t
2
3
9 Grade cot►b01
10 Natural
0
0
05
05
t
1
! 5
1 5
11 Seoond or rester order channel
NO . 0
Yes e 3
amadsl dseMt ero not rated, we dbootioro In manwl
8 H dro Subtotal 0 4
C Biology Subtotal —
41
A hology Subtotal =
AbNnt
Weak
Moderate
strong
!' Conlin a a►annel bed and bards
0
��� Parenr►W
• pond tWma
Nx tp or Ux JO
�
p
A hology Subtotal =
AbNnt
Weak
Moderate
strong
!' Conlin a a►annel bed and bards
0
!
2
3
2 Sinuosity of channel a►a
1 6
!
2
3
3 Irvchannel structure ex nfAe -pool step -pool,
n d uence
®
t
y
3
1 Particle size a afroam substrate
1
2
3
5 ACbre/re9ct EOOd Win
No • 0
1
2
3
8 De honal bare or benches
15
1
T
3
7 Recent aihrvWl depoeas
!
2
3
B ksadana
0
t
2
3
9 Grade cot►b01
10 Natural
0
0
05
05
t
1
! 5
1 5
11 Seoond or rester order channel
NO . 0
Yes e 3
12 Presence a Beseflow
0
!
2
3
13 Iron oxldizl bacteria
0
!
2
3
14 Leaf fitter
1 6
!
0 5
0
15 Sediment on CWrde or debris
21 vatic MotNsks
06
1
1 5
18 Or nx debris lines or Ws
0 S
1
1 5
17 SaHbased evldenoe a ttiph water table?
No • 0
Y•s ° a
1
0
18 Fabrous roots in etreambed
3
19 Rooted upland hints in eUaernbed
3
1
0
3
20 Maerobenttros note and etarManoe
! 2
3
21 vatic MotNsks
0
1 2
1 5
22 Fish
05 1
1 5
23 Crayfish
05 1
1 5
21 AmphiDlana
05 1
1
15
25 Algae
28 Wetland plants m streambed
0 5
FACW - 0 76, OBL ■ 15 Other 0
•peronNN atresm6 may also N kanlMed usYp aster eresroda. fin v 95 of mamrst
Notes
L.OGA'T60 ~�. 3fATrw/ It SO
$1fBtCh
SGonry6 IS Rap R1: SErJT'pTivt:.Of Try
Frn.Si' SsorPr os. S� of
M.o.N C4eHN6C.t (j,.strL �� -v6N�fi
W� Srvwi.L 1Mp✓TAn.te3,

NC Division of Water Quality - Methodology for Identification of Intermittent and
Perennial Streams and Their Origins v. 4.11 /+
IUC" 1WnCaroa...lA- 0114— hnwIW.—V- "..All M0ranLluF C_IJnaV64 CPlGS)
Date �io,oj Jaw. ZO
P1916"Vsite C)JOPCL 1411.t_
Latltuds INT, pF EL'S
Evaluator M146 M 4 MI KE M.
County OA..,u e E
Longitude Z M L K gt_
Total Pointe:
Stmsm is at lean tnrsmunem Z Z
stream DetaimbuislatUalrole ens)
Eph fntemdnt Perennial
Other SI
e
e g Ound Nam
ift 19 orpommkitYk 30-
2 Sinuosity of channel al
0
A Geomorphology Subtotal - 10 - S
Absent
Weak
Moderate
Stro
1. Continuity of channel bed and bank
0
1
2
3
2 Sinuosity of channel al
0
1
2
3
3 In•channei structure ex dMe poW, step�pool,
W sequence
0
Q
2
3
4 Panicle sae of stream substrate
0
1
2
3
5 Attinfrefict Rood
0
ro
2
3
6 Deposibonal bers or benches
0
1
2
3
7 Recent alluvial de
0
1
2
3
8 Headcuts
9 AN
1
2
3
9 Grade control
1
D5
1
15
10 Nature) valley
0
05
1
1
11 Second or greater Order channel
No = 0
Yes 3
• amidst dltdros ere not prod, see disgnsioro In manual
i c
v
12 Presence of Baseflow
0
1
2
3
13, Iron ciodaing bacteria
0
7
2
3
14 Leaf Inter
1 5
1
0
0
15 Sediment on plants or debris
0
08
1
is
16 Organic debris lines or piles
CO)
05
1
Is
17 Soil -based evidence of high water table?
No - 0
1 Yes = 3
18 Fibrous roots in streambed
3
1
0
19 Rooted upland plants in streambed
3
2
1
0
20 MacrobeMlWS note dive Wand IWICIEnce)
0
1
2
3
21 Aquatic Mollusks
0
1
2
3
22 Fish
05
1
1 5
23 Crayfish
05
1
1 5
24 Amphibians
05
1
15
25 ftae
0
05
1
15
26 Wbtlend plants in streambed
FACW - 0 75, OBI. = 15 Other 0
- gnmdai simams may aft* be ldwffl Sd uama other M&ROM See p 33 of manual
Notes
L0CAi'8O ti TaT,..j -30
Sketch
S7wxs,j 6 {S L6pizes8N1'ATiIE OF SToTicwJ
L STSO Ta ot
l3teo,
41
Mvr.5
OF

NC Division of Water Quality — Methodology for Identification of Intermittent and
Perennial Streams and Their Origins v 4.11
Nr nwn Caronrn montis"tinn Farm Varsinn 4.11 MAIULING CWANNLVL. (QiC8)
Ome• Fri-imH AN 'ZO 2.01%
Pro*Wl& G14A1`61_ PJLr L,.
Latitude ks-,— OF Evan
t
Evaluator (� IK6 M • fj M I K 6 M.
�01JnN• C.k•oN 6'Gr
I.o nude' � M w< gt v
"�
Total Points.
etraam Determination (d
other klytTy,ywasr
1
Swam Is at Age keernIMMI 31
Epllemanl IMarmlltarlt anon
at Cued Name
dal9er m"daao•
2
0
A Geomorphology ( Subtotal =
Absent
Weak
Moderate
Strong
I-ContnWtv of channel bed and bank
0
/
2
3
2 Sinwirty of channel a thoWn
0
1
2
0
3 In- dwrial structure ex rifle -POOL step -pool,
d
0
1
j�
3
4 Parbele size of stream substrate
0
t
2
15
5 ActlWaslIctfloodplain
0
1
1
1
3
8 Dettosldonal ban or benches
0
CD
2
3
7 Recent dwal deposits
FACW a 175 OBL = 1 5 Other
1
2
3
8 Meadcuts
Notes
1
2
3
9 Glade control
0
05
1
1
10 Natural valley
0
0 6
1
go
11 Second or ter order channel
= 0
Yea J
aroaW l ti tches we m rates. am cowu tuna m memw
0 F-11fuiviuNly IQUVVviau —
12 Presence of Baseflow
0
1
2
CD
13 Imn =dwng bacteria
0
1
2
3
14 Leaf liner
15
n
U S
0
15 Sediment on plants or debris
0 5
1
15
18 Organic debris hose or les
05
1
15
17 Sol6based evidence of h — water table?
No.
LYeS ' J
li GI IOU— —
18 Fibrous roots in strearnbad
3
1
0
19 Rooted upland plants in stmambed
3
1
0
20 MamVm thos (note 6verely and abundencs )
0
1
2
3
21 Aquatic Mollusks
1
2
3
22 Fish
05
1
15
23 Crayfish
24 Amphibism
Cal
05
as
1
1
is
is
25 A
0
05
t
15
26 Watlantl plants in strearnbed
FACW a 175 OBL = 1 5 Other
'pamrWal soeame may oho be rdend5od iwbp other malteds Seep 35 of manual
Notes
Sketch Locareo - STA -nwr 14160
' i3tcbTa =IBtaU
SGcnW6 IS _6P26SCNTAnvE OF STO --1S =
i'oA. ek 20; 5 13orooS� 4 Ar•+PU rPo DSr I Lesew
41
,lcj
im

NC Division of Water Quality - Methodology for Identification of Intermittent and
Perennial Streams and Their Origins v. 4.11
NV 11W(1 Assam IdpnrLllrafinn Fnrm Vereinn d_11 Maimu lti C"MIA1.. (flc bi
Date. RLIDA14 JAIJ 201 201-.
Prole Wt@ CWOFSL WILL,
Latitude, jNT. OF Ew
Evaluator MIM M r mlICe M
County: ouma
Longitude' MLK gtv
Total Points:
Strum Determinaaon (cirds crial
Other QonTN wE
Saeamsoffawrwitenmem 34
dzf6ar mefdx30'
E.phemerel IMenrints sera,
ag OwdName.
A GeOmor ho Subtotal =
Absent
Weak
Moderate
Strong
1` Comm of channel bed and bank
0
t
2
3
2 of channel a ftMeg
0
1
2
0
3 In- channel structure ex nft -pool, stePood
n co
0
1
2
t�
4 Particle size of stream substrate
0
1
2
15
5 AcaveWiet floodplam
0
1
Cz
3
6 Depositional bars or benches
0
1
1
3
7 Recent alluvial depcisft
24 Amphibians
0
2
3
8 Headans
16
1
2
3
9 Grade control
0
05
1
5
10 Natural vagey
0
05
1
11 Second or eter order channel
N=--O
Yes m 3
anwo ddehes are rat rated, NO dteetreeane in marwm
Q
V Il YI VIV VYVWIP
12 Presence of Baseflow
0
1
2
Q
13 Iron oubzN bacteria
0
1
2
3
14 Lest War
Is
1
05
0
15 Sediment on plants or debrs
06
1
15
16 Organic debris rmes or pfts
1
06
1
15
17 Sol -based evidence of high water W*?
NO-0
Yes = 3
V vluru Qw~w —
18 Fibrous roots in streambed
3
1
0
19 Rooted upland plants in streembed
2
1
0
20 Macrobenthos hale dive and abundame
0
2
3
21 Aquatic Mollusks
1
2
3
22 Fah
05
1
is
23 CrWish
06
1
16
24 Amphibians
0
05
i 1
16
25 Algae
0
05
CV
1
15
26 Wetland plants in streambed
FACW - 0 75, OR = 15 Other 00
'perennial streams may also be idafthd usN over medals Sea R. 36 of manual
Notes
Sketch LAuo 60'`'` .ST4'1V#J Z4T3O
Scoa IN6 is ZSFh,6s6nrrX-r1 VG OF ST9r1uNS * 18*00 To
OowrjTr4AM Pwp6A*i- LIMB'.
Fan..a 20: (0 (300psf 5AMPW-PoaS, I USGW
41
NCI
OP

NC Division of Water Quality - Methodology for Identification of Intermittent and
Perennial Streams and Their Origins v. 4.11 1� �- Lem 1
mr, TWA C►..=... IIA— safe —alnw y.— vane... d i It � R�gVTd =i A � r-./ t-L Lc m M � Pr' I I /
Data k- atba*r JAal. 20 ZOI
Prolaegehe CMAPEL u«-L
Latitude 1,-r OF &a"
Evaluator r-11YE M r mms M.
County: ORA,JG6
Lorrglwde M L K Bn-VO
Total Points
tamdnatlon (etrcfe oro)
of ar i�io4TN weST
sream ism least lmemr<rrenr 12-5
prates Irterinktert Paannlsl
e Ir Oued Name
ea raw nmNda30
2
3
A Geomo holo Subtotal =
Absent
Weak
moderate
Strong
V Continuity of channel bed and bank
0
1
2
3
2 Sftm of channel fh
0
1
2
3
3 In-channel structure ex ntlleiml, sWp-pool,
ri uence
/i
�J
1
2
3
4 Par k.le size of stream substrate
0
1
2
3
5 AdWelretidfbod alts
No = 0
t
2
3
8 Deposti oral bars or benches
1
2
3
7 Recent asuvial deposits
0
1
2
3
8 Headcuts
0
1
2
3
9 Grade control
Notes
05
1
15
10 Natural vatley
0
0 5
1
15
11 Second or greater order channel
No
=
Yes = 3
-amnad aacnes am nW reroa, see a 4 ns m mamma
12 Presenoe of Baseflow
0
1
2
3
13 iron oxidong bacteria
0
1
2
3
14 Leaf Sder
is
1
05
0
15 Sedlmant on plants or debris
0
0.5
1
15
18 Organic debris Was or pllee
0
06
1
t 5
17 SWlfissed evaferrce of high water tab*7
No = 0
Yea = 3
V VNIV VVY4WY,
10 Fibrous roots in streambed
3
2
1
0
10 ROOM uWand plants in streambed
3
1
0
20 Maaobenthos (note dwerW and abundance )
0
7
2
3
21 Aquatic Mollusks
0
1
2
3
22 Fish
0
05
1
15
23 Cninrll5h
05
1
15
$4 Amphbans
I
Is
25 A
0
O S
1
1 5
20 Wetland plants in streambed
FACW = 0 75 OBL - 1 5 OMK= 0
•perennial streams may also be dentdkd using When rn a d . See p 35 of manual
Notes
Sketch sc,,,4E ISOPOD$ rvoTIG6t>
)F

NC Division of Water Quality - Methodology for Identification of Intermittent and
Perennial Streams and Their Origins v. 4.11
NC DWO Stream Identification Form Version 4.11 I m I Btvmpw 9- F-'L-L I BEN cM (Pu:.4)
Oat* Fr—L-DAY
Project/Site CU4PGL WILL-
Latitude. W-r OF C-V
Evaluator MIKE M e Mtge M.
COW C7&OOACE
Longitude' 4 MLi< PLv
Total Points
Stream laof meatmremuftent 13
terndnatlon (olrele one)
Other
I 19 or nntatea30'
hd*rmhtertt Perennial
ep Quad NameNO"�'fwE�
A Georno ho Subtotal =
Aboard
Week
Moderate
Strong
I'Continudy of dwrel bed and bards
0
1
2
3
2 Sinuosity of channel aloe U
0
1
2
3
3 In-channel structure ex dfde-pool. sW*pool.
ripple-pool
Op
1
2
3
4 Partide size of stream substrate
0
1
2
3
5 Aefiveheltct floodplein
0
1
2
3
6 Deposlhonal bars or benches
1
2
3
7 Recent alluvial deposits
M
t
2
3
8 Headtads
0
1
3
9 Grade control
05
1
15
10 Natural valley
0
05
1
16
11 S*W nib or rester order Channel
ND e p
Yes = 3
' an{ficial ditches am not rated on discussions m Manuel
12 Presence of Baseflow
3
2
2
3
13 Iron cAftng bacteria
0
1
2
3
14 Leaf 5har
15
1
05
0
15. Sediment on plants or debris
05
1
1 5
16 Orgainic dabns lines or 6
05
1
15
17 Soil -based evidence of Mgh warm tave -7
No z 0
C Yes = 9
18 Fibrous roots In streambed
3
2
1
0
19 Rooted upland plants In streambed
3
1
0
20 Macrobenthos (note diversity and abundance )
2
3
21 Aquatic Mollusks
t
2
3
22 Fish
05
1
115
23 Cmyfth
6D
05
1
is
24 Amphibimts
0 6
7
Is
26 Algae
0 5
1
1 5
26 WoUsind plarft In streambed
FACW = 0 T6. OBL = 15 Other
'perennial streams may oho be Identified umo other mettrods See p 35 of manual
Notes
Sketch
41
KS
)F

NC Division of Water Quality - Methodology for identification of Intermittent and
Perennial Streams and Their Origins v. 4.11
NV DW(1 Clrnnm idenOR"flan Farm Verdian 4.11 C ` { c %-L L.G jm (Pic 3)
Date K,DD AN Z0, ZOIZ
Prolsome CWAPt:L- WILL
latitude 1,07. OF EVa"
Evaluator M lice M, MIKE r'l
C01A11r .61E—
L-- 9ft-de j H L K IRL
Total Pointe.
bymtrtatFOn (d1Ge one)
Other l I
~�� � r
Stream h at feast eaerrta"Itt r
G
a IlrteflnMtMl ParinNal
e 0 cued Name'
iferaor renrustuaao•
2
3
A Geomorphology Subtotal a
Absent
Week
Moderate
Strong
1' CoMmurty of channel bed and bank
0
1
2
3
2 Sinuosity of charnel along thstweq
0
1
2
3
3 In•channel structure ex nflle-pool, step -pool,
n sequence
Q
1
2
3
4 Pardde size of stream substrate
1
2
3
5 Actrvetreflct flood in
0 a 0
1
2
3
6 Depositional bam or benches
1
2
3
7 Recent alluvial deposits
1
2
3
8 Has wis
0
FACW - 0 75 OBL = 1 5 Other 0
2
3
a Grade control
0
05
1
16
10 Natural valley
0
0 5
1
I S
11 Second or greater order channel
N0-03
Yes-3
-.rants. axes are not rasa see asorssms m menus
vwo.w —
12 Presence of Basefbw
0
1
2
3
13 Iron oxidizing bacteria
3
1
2
3
14 Leaf litter
1 5
1
05
C 0
15 Sediment on plants or debris
05
1
15
15 Organic debris lines or PIGS
L5---
1
15
17 Sml based evkumw of high water table?
0 a 0
Yes f2-----j
t. DIVIUSay tauutula. —
16 Fibrous roots to streambed
3
2
0
18 Rooted upland plants in streambed
3
2
1
0
te mn and ■btul0sms
20 Macrobenthos Por da
0
1
2
3
21 Aquatic Mollusks
I
2
3
22 Fish
05
1
15
23 Crayfth
05
1
15
24 Arnphb=3
05
1
15
25 Algae
05
1
1 5
26 Wattand plants in streambed
FACW - 0 75 OBL = 1 5 Other 0
•peremW streams may also be aenshed ueina oebr MOON" 600 P 35 of maraud
Notes
Sketch
41
N
OF

Appendix 6
Photos

Photo 1. Looking downstream at the upstream end of main channel, approximately 80 feet
downstream of Eubanks Road Culvert. Note that downstream of scour pool, the
channel is barely visible.
Photo 2. Looking upstream at the culvert under Eubanks Road. The small channel formed
at the culvert outlet is a result of erosive velocities exiting the culvert pipe.

Photo 3. Looking downstream along Tributary C (which is located to the east of the main
channel near the upstream end of the main channel). Note that the channel is
barely visible.
Photo 4. Looking downstream along Tributary B (which is located to the west of the main
channel near the upstream end of the main channel).

Photo 5. Looking downstream along main channel near Station 9 +30.
Photo 6. Looking upstream at the culvert outlet along 1 -40, near mainline Station 9 +50.

Photo 7. Looking downstream at the culvert outlet along 1 -40, near mainline Station 9 +50.
Photo 8. Looking downstream along main channel near Station 14 +60.

Photo 9. Looking upstream at the culvert outlet along 1 -40, near mainline Station 15 +00.
Note the placement of rock channel protection by NCDOT.
Photo 10. Looking downstream along main channel near Station 24 +30. Note the large rock
in the channel acting as grade control structures.

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Appendix C
Resumes

Michael C Menoes Summary Resume, page 1 of 3 Updated 11 /11
EDUCATION
B A History, 1987, College of Wooster, Wooster, Ohio 44053
B S Civil Engineering, 1991, Cleveland State University, Cleveland, Ohio 44115
M S Civil Engineering, 1995 (concentration in water resources engineering), Cleveland State
University, Cleveland, Ohio 44115
Ph D Civil Engineering, November 2003, University of Maryland, College Park, Maryland 20742
REGISTRATION
Professional Engineer, State of Ohio No E -59955
EXPERIENCE
August 1995 to August 1999 and April 2002 to present
Employer Hydrosphere Engineering, Cleveland, Ohio
Title Hydrologist/Hydraulics Engineer
Basement flooding, causal determination
Dam, downstream effects of failure
Erosion, analysis and corrective measures
Flood hazard, delineation of floodplains
Flooding, causal determination
Storm sewer network, determination of capacity
Storm water detention, determination of effectiveness
Technical review, drainage design for a subdivision
April 1997 to July 1998
Employer Hydrosphere Engineering, Cleveland, Ohio
Title Water Management Project Engineer for the City of Amherst
Rewrite existing storm water management ordinances
Implement new ordinances
Provide technical support to city departments
Develop sewer models to help alleviate flooding problems and prevent future ones

Michael C Menoes
February 1988 to April 1997
Resume, Page 2 of 3
Employer Western Reserve Engineering & Surveying Company, Cleveland, Ohio
Title Design Engineer
Design of improvements to State Route 82 in Strongsville, Ohio
Design of improvements to Grafton Road in Brunswick, Ohio
Flooding assessment of Mill Creek Subdivision in Twinsburg, Ohio
Design of culvert replacement in Westlake, Ohio
Design of storm water detention for Pine Lakes Subdivision in Strongsville, Ohio
Title Assistant City Engineer for the City of Pepper Pike
Construction management for a wide variety of city projects
Attendance at Planning and Zoning, Road and safety, and Council meetings
Review of proposed plans to ensure code requirements and overall quality
Review of proposed house topographic plans to ensure code requirements
Assistance to city residents in dealing with their flooding problems
Creation and implementation of yearly pavement maintenance programs
Coordination with other department heads for a capital improvement program
PROFESSIONAL ORGANIZATIONS
From December 2010 to present - member of FEMA's Scientific Resolution Panel
UNIVERSITY INSTRUCTION
College classes instructed
Fall 1996, Taught junior level Hydraulics Engineering course at Cleveland State University
Fall 1997, Taught junior level Hydro Engineering Laboratory at Cleveland State University
Winter 1998, Taught junior level Hydro Engineering Laboratory at Cleveland State University
Fall 1998, Taught junior level Hydro Engineering Laboratory at Cleveland State University
Fall 2001, Taught senior level Groundwater Engineering course at University of Maryland
Fall 2004, Taught junior level Hydraulics Engineering course at Cleveland State University

Michael C Menoes
Resume, Page 3 of 3
Spring 2005, Taught graduate level Open Channel Hydraulics course at Cleveland State
University
Spring 2006, Taught graduate level Water Resources Engineering course at Cleveland State
University
Fall 2011, Taught junior level Hydraulics Engineering course at Cleveland State University
PROFESSIONAL ENGINEERING TRAINING
January 1997, Presented seminar on the utilization of HEC -2 to the Cuyahoga County
Engineer's Office
May 2004, Taught engineering short course designed to fulfill the new Ohio EPA water quality
requirements for the Ohio Department of Natural Resources and Cuyahoga Soil and Water
Conservation District
March 2005, Taught engineering short course designed to fulfill the new Ohio EPA water quality
requirements for the Ohio Department of Natural Resources and Franklin Soil and Water
Conservation District
April 2005, Taught engineering short course designed to fulfill the new Ohio EPA water quality
requirements for the Ohio Department of Natural Resources and Hamilton and Butler Soil and
Water Conservation Districts
2007 - present, Taught several engineering short courses designed to fulfill the new Ohio
Professional Engineer requirement of continuing education

MICHAEL O. MOLLEY, PhD
(770) 231 -7492
[e-mail]
•36 + years of Natural Resources, Wetland, Regulatory Compliance and Environmental
Assessment Experience
•Strong Multidisciplinary Project Management and Leadership
•Dedicated, Practical Environmental Problem Solver
PHASE i AND PHASE 11 ENVIRONMENTAL SiTE ASSESSMENTS
• Phase I Investigations (ASTM E 1527, AAI) for apartments, mobile home parks, shopping
centers, business parks and office buildings, and vacant or undeveloped land
• Specialize in Phase I Investigations for industrial and manufacturing sites
• Phase I and Phase 11 Investigations for underground storage tank facilities, dry cleaners,
landfills, industrial, manufacturing, and Hazardous Sites Response Act related facilities
ENVIRONMENTAL HEALTH AND SAFETY
• Industrial hygiene evaluations, including indoor air quality, work place exposure (e g ,
chemicals, metals, noise), heat stress, asbestos, mold, and health and safety planning and
training (e g , Hazard Communication, Hearing Conservation, Respiratory Protection,
OSHA)
• Taught graduate level courses in environmental management where the main emphasis
was examining environmental regulations and applying them to case studies for
compliance evaluation and possible corrective action
• Knowledge of chemical hazards and hazardous materials evaluation, characterization,
toxicology, and risk assessment for air, water, and surface and subsurface environments
Direct experience with remediation and disposal of solid and hazardous waste
• Site Health and Safety Manager at numerous sites where activities involved identification
of chemicals of concern, preparation and review of site specific health and safety plans,
training, exposure monitoring, and onsite interaction
NATIONAL ENVIRONMENTAL POLICY ACT AND NATURAL RESOURCE DAMAGE ASSESSMENTS
Managed and participated in preparation of EIA /EIS and Natural Resource Damage
• Assessments, including data collection, evaluation, report preparation and review,
regulatory interaction /permitting, and expert witness testimony
Emergency response action and Natural Resources Damage Assessment following a fire
and explosion at a bulk chemical storage facility, including assessment of the fire and
chemical release affects to surface water, wetlands, soil, groundwater, air, and chemicals
of concern/ by product identification and remediation
Conducted assessments, as a Qualified Consultant, for compliance with the Georgia

Michael O Molley, PhD
Page 2
Environmental Policy Act (GEPA)
OLOGICAL AND WETLANDS ASSESSMENTS
Conducted and managed terrestrial and aquatic ecosystem and wetland assessments,
including critical habitat identification, threatened and endangered species, delineation,
regulatory interface and permitting, and expert witness testimony
• Managed and conducted corridor studies (e g , pipeline, transmission line, and
transportation), Section 404 and Nationwide Permitting and Section 7 (USF &WS)
Conferences
Conducted and managed water resource projects, including streams, rivers, lakes, and salt
water studies throughout the eastern US
Watershed studies throughout the eastern US involving damaged ecosystems, water
• quality, wetland and habitat restoration, and stream hydrology
Expert witness testimony regarding assessment and recovery of damaged ecosystems,
wetlands assessment, impact, restoration, landfills, surface mining, groundwater,
emergency response actions, including review of applicable response measures,
effectiveness, and cost considerations
ENVIRONMENTAL COMPLIANCE
Conducted environmental compliance audits at chemical, petrochemical, pulp and paper,
manufacturing, landfills, and industrial facilities (e g , air, water, wastewater,
solid /hazardous waste), program development (e g , contingency plans, Superfund
Amendment and Reauthorization Act (SARA), Stormwater Pollution Prevention , Spill
Control and Countermeasures Plans), permitting, training, Resource Conservation and
Recovery Act (RCRA) Facility Investigations /Assessments, and state /federal regulatory
interface
• Knowledge of chemical hazards and hazardous materials evaluation, characterization,
toxicology, and risk assessment for air, water, and surface and subsurface environments
Direct experience with remediat►on and disposal of solid and hazardous waste
• Taught graduate level courses in environmental management where the main emphasis
was examining environmental regulations and applying them to case studies for
compliance evaluation and possible corrective action
• Developed and implemented SARA (Community Right to Know) and Stormwater
compliance programs for industry and commercial concerns
• Developed and implemented RCRA contingency plans for industrial and commercial
concerns, including emergency planning, training and waste minimization
• Prepared National Pollutant Discharge Elimination System (NPDES) permits, including
periodic compliance documentation (e g , discharge monitor reports) for manufacturing
and industrial concerns

Michael O Molley, PhD
Page 3
COMMUNICATION
• Author or coauthor of over 400 technical /research reports and publications in the areas of
environmental impact analysis, compliance, and assessment for pulp and paper, chemical
and petrochemical, nuclear and fossil fuel, mining, and other industrial, commercial,
municipal, and private concerns
• Extensive interaction with local, state, and federal agencies /regulators during
environmental compliance and assessment related activities
• Presentations at public hearings, professional meetings, conferences, and at
industrial /manufacturing facilities
• PhD Dissertation Emergency Response and Natural Resource Damage Assessment
Bulk Terminal Fire and Explosion, Savannah, Georgia 215pp
MS Thesis Effects of Temperature and Photoperiod on Molting Patterns of Seasonal
Populations of the Crayfish Orconectes immunis (Hagan) 53pp
• Multidisciplinary project manager with several projects in excess of one million dollars
and ability to mange multiple projects concurrently
cnIrr AIrInN
• Ph D Environmental Engineering Kennedy - Western University
• M S Aquatic Biology /Environmental Science Western Kentucky University
• B S Biology (Chemistry) Belhaven College
CONTINUING EDUCATION
OSHA 40 -hour Health and Safety for Hazardous Waste Operations Training (1994), including the
8 hour Supervisor training and yearly updates
Contaminant Transport by Groundwater Flow 1995 Atlanta Geological Society /Olsen
Enterprises, Atlanta, Georgia
Fundamentals of Hydrogeology Principals and Practice 1994 Atlanta Geological
Society /Olsten Enterprises, Atlanta, Georgia
Principals of Occupational Safety and Health 1993 National Safety Council, Atlanta, Georgia
Practical Aspects of Industrial Hygiene 1986 American Institute of Industrial Hygiene
Washington, D C
REGISTRATIONS AND CERTIFICATIONS
• Registered Environmental Manager (REM No 5373, 1992)
• Certified Environmental Auditor (CEA No 2213, 1992)
• Registered Environmental Professional (REP No 2838, 1990)

Michael O Molley, PhD
Page 4
• Certified Fisheries Scientist (CFS No 1405, 1980) Recertified 2004
• Qualified Consultant for Environmentally Sensitive Property and GEPA, Georgia
Geological Survey, GADNR, Atlanta, Georgia 1993
WORK EXPERIENCE
• Contract Consulting 2004 to Present /DeVry University, Visiting Professor 2010 to
Present
• Clayton Group Services, Inc (Clayton Environmental Consultants) 1984 to 2003
• Adjunct Instructor, Emory University School of Public Health, Atlanta, Georgia 1999
• Private Consulting /Adjunct Instructor Mercer University 1983
• Environmental Research and Technology, Inc 1975 to 1982
• Ichthyological Associates 1973 to 1975
• Air and Waste Management Association (Past)
• American Industrial Hygiene Association (Past)
• American Fisheries Society
• Atlanta Geological Society
• Georgia Wildlife Federation Member
• National Registry of Environmental Professionals (Past)
• National Wildlife Federation Member

1.4
46ZA
WATERSHED HYDROLOGY
CONSULTANTS
Watershed Hydrology Consultants LLC
Assessing and Advancing Watershed Management
Certificate of Training
This certifies that
Michael O. Molley, Ph.D.
has successjiuliv completed the
Training Course on the Identification
of Intermittent and Perennial Streams
May 21 -23, 2012
Atlanta, Georgia
Classroom instruction and field instruction and practice were provided on: (1) The science of
stream networks; hydrologic functions of streams and riparian zones; stream maps; and the
geomorphologic, hydrologic, and biologic characteristics of headwaters streams; and (2) North
Carolina Division of Water Quality, Methodology for Identification of Intermittent and Perennial
Streams and Their Origins, Version 4.11, 2010.
Instruction provided by: Watershed Hydrology Consultants LLC, 1114 Upper Reach Drive,
Wilmington, NC 28409; James D. Gregory; Principal /Senior Scientist and Lead Instructor
G�J
James D. Gregory, Ph.D., CPSS; PWS
Course Director