20120917 Ver 1_Application_20121003

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.,STATE OF NORTH CAROLINA 344,0 sq 964
1 DEPARTMENT OF TRANSPORTATION '4H
BEVERLY EAVES PERDUE EUGENE A CONTI JR
GOVERNOR SECRETARY
October 2 2012
NC Division of Water Quality 2 ® �
Attn Mr Mason Herndon 1 7
254 Spruce Drive
Wilmington NC 28403
Subject Application for Water Quality Certification#3883 for
Low Impact Bridge Replacement BD 5103Q
Duplm County Bridge#154
Duplm County WBS #45349 1 17
Dear Mr Herndon
The NC Department of Transportation proposes to replace Duplm County Bridge#154 under the
Low Impact Bridge Program NCDOT proposes to perform this work under USACE Nationwide
Permit 3 Please see the attached copy of the entire application package minus wetland data that
is being sent to the USACE for Water Quality Certification#3883
NCDOT acknowledges that$240 00 will be debited against the WBS element provided above for
processing tlus WQC application
Thank you for all your help working through this process Please do not hesitate to contact me if
you have any questions m this regard
1
5 - Smcerely
co,
Jon W Giles Jr
Division 3 Environmental Unit
Engmeermg Technician
Enclosures
Cc Amanda Glynn P E Division Bridge Engineer
Soma Carrillo NC Division of Water Quality(4 copies)
A Jackson Provost P E Division Construction Engineer
i
■
5501 Barbados Blvd Castle Hayne NC 28429 [phone] [phone](fax)

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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
BEVERLY EAVES PERDUE EUGENE A CONTI JR
GOVERNOR SECRETARY
September 20 2012
US Army Corps of Engineers
Wilmington Regulatory Field Office
Attn Mr Brad Shaver
69 Darlington Avenue
Wilmington,NC 28403
Subject Permit Application for Nationwide Permit#3 for
Low Impact Bridge Replacement BD 5103Q
Duplm County Bridge#154 WBS #45349 1 17
Dear Mr Shaver
The NC Department of Transportation proposes to replace Duplin County Bridge#154 on SR1700
Sarecta Rd under the Low Impact Bridge Program The proposal is to replace the existing
55 long x 25 wide 3 span bridge with a 90 long x 30 wide 2 span bridge NCDOT proposes to
perform this work under USACE Nationwide Permit 3 and North Carolina Division of Water
Quality Certification#3883 The proposed bridge replacement project would require the
installation of guardrails partial relocation of 10 water main stormwater controls raising the
elevation of the roadbed and the relocation of an existing underground telephone]me
Please find enclosed the following
1) Three maps including a flood map an aerial photo map, and a USGS map
2) Attachment G detailing many aspects and environmental considerations for this project
3) Wetland Impact Summary Table
4) Plan set with 4 sheets prepared by HNTB North Carolina contammg vicinity map legend
plan sheets and cross sections of creek at specified stations
5) Bridge Survey Report
6) Utility Analysis Report provided by HTNB
7) Wetland and Stream Package from Mr Robert Turnbull of Environmental Services Inc
including the following
A) Memo
B) Aerial Map
C) Flagging Info
D) Rapanos Form
E) Wetland Data Form
F) Upland Data Form
G) NC Division of Water Quality Stream Identification Form
H) US Army Corps of Engineers Stream Quality Assessment Worksheet
8) NCDOT Cultural Resources Staff Architectural and Archaeological clearance documents
for this project Email correspondence between Shane Petersen(NCDOT)and myself

Duplin County Bridge#154
USACE NW 3 Cover Letter
September 20 2012
Page j 2
concerning additional review by Cultural Resources for work areas located outside existing
NCDOT ROW Mr Petersen stated that the origmal no survey required will still stand
The water body at the location of Duplin County Bridge#154 is Cabin Creek and is classified as
B sw Cabin Creek is NOT classified as Primary Nursery Area Wheeler Creek is NOT classified
as Anadromous Fish Spawning Area at this location All listed T&E species for Duplin County
have been considered and a biological conclusion of No Effect has been determined for all
The proposed bridge replacement will have no stream impacts The proposed work will require the
filling of approximately 0 02 acres of wetlands excavation of<0 01 acres of wetlands and
approximately 0 08 acres of mechanized clearing in wetlands
Thank you for all your help working through this process If you have any questions or need
additional information in this regard please contact me at(910)341 2048
Smcerely
Jon W Giles Jr
Division 3 Environmental Unit
Engineering Technician
Enclosures
Cc Amanda Glynn P E Division Bridge Engineer
Jackson Provost P E Division Construction Engineer
Mason Herndon NC Division of Water Quality
5501 BARBADOS BLVD CASTLE HAYNE NC 28429
Phone [phone] Fax [phone]

a STATE o
4 IN
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
BEVERLY EAVES PERDUE EUGENE A CONTI JR
GOVERNOR SECRETARY
September 20 2012
NC Division of Water Quality
Attn Mr Mason Herndon
254 Spruce Drive
Wilmington NC 28403
Subject Application for Water Quality Certification# 3883 for
Low Impact Bridge Replacement BD 5103Q
Duphn County Bridge#154
Duplm County WBS #45349 1 17
Dear Mr Herndon
The NC Department of Transportation proposes to replace Duplm County Bridge#154 under the
Low Impact Bridge Program NCDOT proposes to perform this work under USACE Nationwide
Permit 3 Please see the attached copy of the entire application package minus wetland data that
is being sent to the USACE for Water Quality Certification#3883
Thank you for all your help working through this process Please do not hesitate to contact me if
you have any questions in this regard
Sincerely
Jon W Giles Jr
Division 3 Environmental Unit
Engineering Technician
Enclosures
Cc Amanda Glynn P E Division Bridge Engineer
Jackson Provost P E Division Construction Engineer
5501 Barbados Blvd Castle Hayne NC 28429 [phone] [phone](fax)

Bridge 154 Replacement
SR 1700 Sarecta Road
Duplin County
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Bridge 154 Replacement
SR 1700 Sarecta Road
Duplin County
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Low/Minimal Impact Bridge Project Data Sheet
TIP NO BD 5103Q �
WBS Element No 453491 17
County Duplin • /
Bridge Number 154
f
Description Replace Bridge 154 over
Cabin Creek
Basin Cape Fear
Classification BSw
Stream SIN 18 74 23 2
Type perennial
Size(width&depth) 44x5
Type 3 span bridge
Existing Structure Size 55x25
Suff Rating 33 9
Proposed Structure Type 2 span Cored Slab Bridge
Size (lengthxwLdth out out) 90 X 30 �P�ci'
Stream USACE Impacts(LF) 0 r.go M S'r6lf-�,�'
NCDWQ Impacts(LF) 0 (T�f ° D 1A.//, `�l I Z
USACE Impacts(AC) 0,%>, 003 WETLAE3 'rrnP>P CTJ
Wetlands Non 404 Impacts(AC) 0 e€�gEtC>t.VW
CAMA Impacts(SF) 0
NC DWQ Buffers Impacts(SF) No 6'h-41)11--
i�
Buffer Application Required(Y/N) No
State Stormwater Permit Required(Y/N) No v.t 6,T LAt3D
Habitat 41.nrestiltreel.No
T&E Species Present islo sow 11 5
Bio Conclusion No C-P-PeC# 6`Ztt))7- itic
Moratorium Type No
Dates 6.11.1-') it
Native/Hatchery No
Trout Waters Trout Species Present
Trout Conditions(YIN)
WRC Reviewer
CAMA AECs None
Essential Fish Habitat(y/n) No
Nav Opening No
USCG Permit No
Historic Properties No
Archaeological Resources No
Tribal Lands No
4(f) Resources No
6(f)[LWCF] Resources No
Wild and Scenic River No
Federal Lands No
TVA Area No
FEMA Buyout No
FEMA Flood Study Yes
USTs Haz Mats No
Relocatees No
Location LAT 34 966944
LONG 77 795
Project Comments Limited Detail FEMA Study
Completed ,y f
Le-el En ,- 'R ate
►..fit1Aim bZj IZ
D ision E 'vironmental Officer D-te

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PRELIMINARY UTILITY ANALYSIS
AND PROGRESS REPORT
NCDOT TIP No BD-5103Q
Location Duplin Bridge 154
SR 1700 - Sarecta Road
Duplin County
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Prepared By*
• •
Ft. T .
PRELIMINARY UTILITY ANALYSIS
AND PROGRESS REPORT

To Ms Amanda Glynn PE
NCDOT Division 3 Bridge Program Manager
5501 Barbados Blvd
Castle Hayne NC 28429
cc Steve Davis
NCDOT Division 3 Utility Agent
5501 Barbados Blvd
Castle Hayne NC 28429
From Frank J McMahan PE
HNTB
121 West Trade Street Suite 2050
Charlotte NC 28202
[phone]
Date April 13 2011
Water Lines
Owner Duplin County Water Department
Potential conflict with water line
Roadway Plan Sheet 4
• Potential conflict with proposed bridge replacement construction and with
the existing water main along L right from station 12+40 to 15+00
On March 30 2012 a utility coordination and observation meeting was held at
the proposed bridge replacement location The meeting was attended by HNTB
(Frank McMahan) NCDOT (Steve Davis) and Duplin County Water (Dennis
Williams) Duplin County Water confirmed there was a 10 existing water main
located on the southerly side of the road which may be in conflict with the
proposed bridge replacement It was agreed upon by all parties in attendance
that Duplin County Water will pot hole the existing water main prior to pot
holing the existing water main Duplin County Water will coordinate with NCDOT
Steve Davis from NCDOT will coordinate with the NCDOT surveyors to be on
site while Duplin County Water is pot holing the existing water main Steve
Davis wants to get the location of the existing water main on the plan to
ii determine if the existing main needs to be relocated
Power Lines
Owner Tri-County Electric Membership Corporation
Potential conflicts with power lines
2

Roadway Plan Sheet 4
• Potential conflict with proposed bridge replacement construction and with
the existing water main along L right from station 12+40 to 15+00
On March 30 2012 a utility coordination and observation meeting was held at
the proposed bridge replacement location The meeting was attended by HNTB
(Frank McMahan) NCDOT (Steve Davis) and Tri County Electric (Tony
Grantham) During said meeting Tony Grantham confirmed that the horizontal
clearance to the existing power lines was borderline to adequate for the
construction of the proposed bridge replacement it was agreed upon by all
parties in attendance that Tri County Electric will lean the existing poles at
stations 11+85 and 16+00 southerly to gain an additional few feet of clearance
from the proposed area of construction
Underground and Aerial Telephone Line
Owner Century Link
Potential conflict with telephone cables
Roadway Plan Sheet 4
• Potential conflict with proposed bridge replacement construction and with
the existing aerial telephone cable along L right from station 12+90 to 14+10
• Potential conflict with proposed bridge replacement construction and with
the existing underground telephone cable along L left from station 12+40 to
12+90 and station 14+10 to 15+00
On March 30 2012 a utility coordination and observation meeting was held at
the proposed bridge replacement location The meeting was attended by HNTB
(Frank McMahan) NCDOT (Steve Davis) and Century Link (Tom Davis and Jeff
Swinson) During said meeting Tom Davis and Jeff Swinson confirmed that the
existing underground and aerial telephone cables were in conflict with the
proposed bridge replacement project Mr Davis and Mr Swinson informed
HNTB that Century Link will relocate the existing telephone cables Century
Link will remove the aerial cables 2 poles and 2 pedestals along the left side of
the bridge Century Link will relocate the existing cables in a new directional
bore located on the left side of the bridge
Aerial Cable Line
Owner Possibly Time Warner
No potential conflict with aerial cable
On March 30 2012 a utility coordination and observation meeting was held at
the proposed bridge replacement location The meeting was attended by HNTB
(Frank McMahan) and NCDOT (Steve Davis) During said meeting an additional
aerial cable was observed running adjacent to the bridge from utility pole to
utility pole Tri County Electric and Century Link did not claim ownership of this
aerial cable and stated that the existing cable may be owned by Time Warner
3

i
Bruce Sheldon at Time Warner was contacted HNTB is currently awaiting a
response from Mr Sheldon
PUE or Additional Right of Way and Possible Environmental
Impacts
HNTB has reviewed the project to see if any PUE s will be necessary for any
utility owners that currently have an existing easement or right of way At this
time we do not see the need for any additional right of way needed for the use
of utility relocation work It appears on the plan that the existing aerial cable
running adjacent to the bridge is outside of the NCDOT Right of Way it would
be the utility owner s responsibility to come to agreements with adjacent parcel
owners if they need to work inside said parcel owner s property
Estimated Cost for Relocating Utilities with Prior Rights
Duplin County Water Department underground facilities are encroaching on
NCDOT right of way If it is determined/ required that the existing water main
needs to be relocated to accommodate the proposed location of the bridge the
cost to relocate the existing main will be borne by NCDOT If Duplin County
Water Department wants any upgrades as part of the existing water main
relocation they will bear the cost of the upgrades
Tr' County Electric will lean the existing poles back as stated at the above
referenced meeting and the cost for said work will be borne by Tri County
Electric
Century Link s underground facilities are encroaching on NCDOT Right of Way
and therefore any relocation costs will be borne by Century Link
If it is required that Time Warner has to relocate the existing aerial cable the
cost of the relocation will be borne by Time Warner it appears that their
facilities are outside the NCDOT Right of Way and it would be their
responsibility to come to agreements with adjacent parcel owners if they need
to work inside said parcel owner s property
Recommendations for Early Relocations
The Duplin County Water Department water main relocation will be included in
the NCDOT contract for the bridge replacement
It is recommended that Tr' County Electric lean the existing poles back prior to
the date of availability
It is recommended that Century Link begin early relocation work within the
existing NCDOT right of way and be complete prior to the date of availability
If it is required that Time Warner relocate the existing aerial cable HNTB
recommends that Time Warner relocates the existing cable prior to the date of
availability
4

4
SUE Information
Test (pot) holes have been requested by Duplin County Water to identify the
location of the existing water main The date to perform said test (pot) holes
has yet to be determined
Utility Owners
Water-Duplin County Water
Contact info Donna Brown/ Dennis Williams
Duplin County Water Department
P 0 Box 955
Kenansville NC 28349
[phone]/ [phone]
donnab@duplincountync corn
• The cost of relocation will be borne by NCDOT
• Test (pot) holes to be performed by Duplin County Water with NCDOT
surveyors on site to record location of existing main Once the main is
located a determination will be made if said line will need to be relocated
Power - Tr' - County Electric
Contact info Tony Grantham
Tri County Electric
4255 Alt US Hwy 117
South Dudley NC 28333
[phone]
• The cost of relocation will be borne by Tri County Electric
• Tri County Electric will temporarily lean the existing poles prior to date
of availability
Phone - Century Link
Contact info Jeff Shepard
Century Link
113 Rea Street
Jacksonville NC 28546
[phone]
Jeffrey I shepard©centurylink corn
• The cost of relocation will be borne by Century Link
• Century Link anticipates relocating all conflicts prior to date of
availability
5

Cable -Possibly Time Warner
Contact info Bruce Sheldon
Time Warner
[phone]
• If Time Warner determines they want to relocate the existing aerial
cable the cost of the relocation will be borne by Time Warner
• If Time Warner determines they want to relocate the existing aerial
cable HNTB recommends that Time Warner relocate the existing cable
prior to the date of availability
6

ENVIRONMENTAL, SERVICES, INC
524 South New Hope Road
; Raleigh, North Cat ohna 27610
ASA ' '
919-212-1760 (0) ! 919-212-1707 (F)
..._ Ni w envtt onrnentalset vices corn
MEMORANDUM
TO James Byrd
FROM Robert Turnbull
DATE July 11, 2011
RE T I P BD 5103Q—Duplm 154
Environmental Services, Inc, (ES1) has completed the jurisdictional wetland and surface water
delineation for Duplin County Bridge #154 The project study area is located on Saiecta Road
(SR 1700)over Cabin Creek
Four (4) Section 404 jurisdictional wetlands and one (1) jurisdictional stream channel (Cabin
Creek) were flagged per U S Army Corps of Engmeeis (USACE) and N C Division of Water
Quality (DWQ) criteria All of the jurisdictional wetlands are abutting Cabin Creek Normal
high water elevation was masked with an orange flag near flag SA2A The attached
jurrcdretronal layout depicts the approximate location of the jurisdictional features It is our
understanding that these features will be located via traditional surrey The attached layout is
intended to be used by your surveyor to aid in locating the v etland and stream flagging Please
note that the delineation results are considered preliminary pending USACE concur ence
1
I
h

- i=f.-_l ENVIRONMENTAL SERVICES, INC
`' .' 524 South New Hope Road
��'� Raleigh, North Carolina 27610
"��` ' 919-212-1760 (0) / 919-212-1707 (F)
www envii onmentalsei vices corn
MEMORANDUM
TO James Byrd
FROM Robert Turnbull
DATE July 11 2011
RE TIP BD 5103Q— Duplin 154
Environmental Services Inc , (ESI) has completed the 1uiisdictional wetland and surface water
delineation for Duplin County Bridge #154 The project study area is located on Saiecta Road
(SR 1700) over Cabin Creek
Four (4) Section 404 junsdictional wetlands and one (1) jurisdictional stream channel (Cabin
Creek) were flagged per U S Army Corps of Engmeeis (USACE) and N C Division of Water
Quality (DWQ) criteria All of the jurisdictional wetlands are abutting Cabin Creek Normal
high water elevation was masked with an orange flag near flag SA2A The attached
1 jurisdictional layout depicts the approximate location of the jurisdictional fcatucs It is our
understanding that these features will be located via traditional sun ey The attached lad out is
intended to be used by your surveyor to aid in locating the wetland and stream flagging Please
note that the delineation results are considered preliminary pending USACE concurrence
I

TIP BD 5103Q (Duplin 154)
Duplan County NC
En`uonrnental Services Inc
July 11, 2011
Jurisdictional Wetlands (blue/pink& black striped flagging)
Flag Flagging
Designation Sequence Location Comments
WA 1 5
North est of WA 1=SA2
existing bndge
Southwest of
WB 1 5 existing bndge
WB5=SA5
Northeast of
WC 1 4 WC4=SA4A
existing bridge
Southeast of
WD 1 5 WD1=SA7A
existing bridge
Jurisdictional Streams (blue/orange flagging)
Flag Flagging Location Comments
Designation Sequence
SA2=WA 1
SA 0 6 lA 8A Both sides of WB5=SA3
existing bridge SA4A=WC4
SA7A=WD1
14
Il

NC DWQ Stream Identification Form V ersion 4 11
Date Mir/ Project/Site gp cid3Q Latitude s 1 z6
Evaluator 65-r(ic i,-,r 6 (I) County /),/,/ „ Longitude _-77 71-71.5-
Total Points Stream Determination(circl Other lVi4yQ/7L 15`/
Stream is at least intermittent 30 S Ephemeral Intermittent erenni e g Quad Name B/ v,I It, fit.,
it>_19 or perennial d?30
A Geomorphology (Subtotal = 11 S ) Absent Weak Moderate Strong
1 Continuity of channel bed and bank 0 1 2
2 Sinuosity of channel along thalweg 0 () 2 3
3 In channel structure ex riffle pool step pool
ripple pool sequence 1 2 3
4 Particle size of stream substrate 0 2 3
5 Active/relict floodplain 0 1 2 C�
6 Depositional bars or benches (Q) 1 2 3
7 Recent alluvial deposits 1 2 3
8 Headcuts J tP 1 2 3
9 Grade control U 0 5 1 1 5
10 Natural valley 0 0 5 1 �5�
11 Second or greater order channel No=0 (Yes=3
artificial ditches are not rated see discussions in manual -----------
B Hydrology (Subtotal= 7 )
12 Presence of Baseflow 0 1 2 CD
13 Iron oxidizing bacteria cl) 1 2 3
14 Leaf litter 1 5 C,J) 0 5 0
15 Sediment on plants or debris (0) 0 5 1 1 5
16 Organic debris lines or piles Cb) 0 5 1 _ 1 5
17 Soil based evidence of high water table? No=0 fe s=3
C Biology (Subtotal = l/ )
18 Fibrous roots in streambed Q 2 1 I 0
19 Rooted upland plants in streambed 2 1 0
20 Macrobenthos(note diversity and abundance) 0 1 3
21 Aquatic Mollusks Q 1 2 3
22 Fish 0 0 5 1
23 Crayfish 0 5 1 1 5
24 Amphibians 0 0 5 (,-1.--) 1 5
25 Algae 0 :Q,S_) 1 1 5
26 Wetland plants in streambed FACW=0 75 OBL= 1 5 Other C0)
perennial streams may also be identified using other methods See p 35 of manual
Notes L4\- (-c k f .�,,., t t
r -
Sketch

USACE AID# DWQ# Site 4 (indicate on attached map) 1
STREAM QUALITY ASSESSMENT WORKSHEET
PI ONide the following information for the stream reiich under assessment
1 Applicant s name J'* (I 1 2 FNaluator s name EST ie %fur-, (I)
3 Date of evaluation 7/5/li' 4 Time of evaluation l o 417
Name of stieam 5 Li czc.ht 6 River basin C.PL F,
7 Approximate drainage area 8 Stream order se-it
9 Length of reach evaluated 1 0- 10 County fk^
11 Site coot dinates(if known) (.refer in decimal degrees 12 Subdivision name(if any) /
Latitude(lx 34 872112) 3 476,4/74 Longitude(ex —77 556611) --7 7 7-r 7 5
Method loc iuon determined(circle) OPS Topo Sheet-L ho(ALrial)Photo/GIS Other GIS Other
13 Location of reach under evaluation(note nearby roads and ian marks and attach map identifying stream(s)location)
7).-7,10(L icq, S C -J (SAC'/Id a) rr., G/, ek
14 Proposed channel work(if any) r&b
1c Recent weather conditions SEavlridr 2`-I
16 Site conditions at time of visit 1Cw-4 rri Lh.(,z t i�d —5 cs4 r
17 Identify any special waterway classifications known _Section 10 _Tidal Waters Essential Fisheries Habitat
_Trout Waters _Outstanding Resource Waters _Nutrient Sensitive Wateis _Water Supply Watershed (I IV)
18 Is there a pond or lake located upstream of the evaluation point' YES 6:: ifs es estimate the water surface area
19 Does channel appear on USGS quad map9 NO 20 Does channel appear on USDA Soil Sun ey° 03 NO
21 Estimated waterbhed land use _%Residential _%Commeicia] _oo Industrial ` e%Agricultural
6)%Forested %Cleared I Logged _%Other(
22 Bankfull w tdth 7v 4 23 Bank height(from bed to top of bank) $~�1
24 Channel slope down center of stream --t-Flat(0 to 2%) Gentle(2 to 4%) Moderate(4 to 10%) Steep(>10%)
25 Channel sinuosity Straight Occasional bends _Frequent meander _Very sinuous _Braided channel
Instructions for completion of woiksheet (located on page 2) Begin by determining the most appropriate ecoregion based on
location terrain vegetation stream classification etc Every characteristic must be scored using the same ecoregion Assign points
to each characteristic within the range shown for the ecoregion Page 3 provides a brief description of how to review the
characteristt.,s identified in the worksheet Scores should reflect an overall assessment of the stream reach under ev aluation If a
characteristic cannot be evaluated due to site or weathei conditions enter 0 in the scoring box and provide an explanation in the
comment sei,tion Where theie are obvious changes in the character of a stieam under review (e g the stream flows from a pasture
into a forest) the stream may be div ided into smaller reaches that display more continuity and a sepaiate form used to evaluate each
reach The total score -assigned to a stieam reach must range between 0 and 100 with a score of 100 representing a stream of the
highest quality
a!!
Total Score (from reverse) D ! Comments
II
it
1 valuatoi sSignatuie �\ Date 7/-1/
Ig I his channel ev9lwition form is intended to be used only as n guide to 9ssist hndowners and environmental piofessionals in
g'ithet ing the dita required by the United States Army Corps of Cngmeers to make a prehmin'iry assessment of stream
quality The total score resulting from the completion of this form is sublcct to U S C E appioval and does not imply a
tl p trticuhr mitigation ratio or requn ement Form subject to change-v ersion 06/01 fo Comment please call 919 876 8441 x 26

I
STREAM QUALITY ASSESSMENT WORKSHEET
4.`i-; ,, "". . o R; �, ¢ .- Clia1!I ■ni'eLL'1�ii n si it,unt iY ,; t -,--3'y
`-' z `'' Present fof flow ki erststenf ools m ctrl`am �'R '' "" -.,t, �`
" � A ^-p Tom~ Al " `., 5 ,..0'�-z0
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• E- . ,.. Gextensfye teratto 0 o alteratiore;,max •otdts t. t ,� t� � , ^'� 4,FA.
4 's .`���� " 5°, �, _Rip X8[1%YU� .a 4.0&, `t er ( '4 kr, t t L✓ c^ t y
nobuf�er 0 Conti uoU�Ld• �1tfer nlax .oints /ers,, ,,4'�,� c , 0 5 . _, S
' Z7 c dene of Qriffit io cmcarall el '" " ' } {
'9, ` j s )� ,,* (extern ssc_bar -s-0_Vno iichar!es ah •• nts � �0. , � Z. c ."at
1 i -' P'1 a - C IIIINXE d SCtrar iy7 , vo , ,, ,, a - , ,y ' x�¢ v . , _ W 4 's � � , �#C (no.dlscriarger0lsprulks seeps gtlands,et h tniats) t � , � �g,s. . 3 rt,
—•°3 .4. R. aer e f a ri �esnt Oo d w la i-n- , . � rr r ., 1- :-
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( op { ' .4.+.k 4 ;q no rieoaptam extensw odsax points), , , a, .
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a _ n Y t� k azpo � 0 ��-
5
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t.' r 8 ,s � . dno, txw1r naz,* 41 1 1 "6-, '-z ,, 0 r44 41471475541,
.��; �inttiwetiands,..'umatarr eLadlacentwetlanSlsr.linaNVoikus) �i * �r r.,,g,
, „,,ft ,' - CHs�nel slnuosl}, ,,,i—„'', ,j",'-- , fu,�fik - s '�t"°F,l,
}� ��,f;^ �.T +S a1 ��'ryc' L'y-vi _ 4�' r" �4a"""d_�'"� � 'S+l�
• 9..Btexhannels trop naturral m` ,max 'oii s) �k't0,. ` . � '4 3 t Z r —k . _ ear$de�i 0 a 4 i� 1-; ;. _
`�'� �.rfe IIIl�ell*f In Utz" e A �_.;:. ,� T"�._, � '€�" 4t,14 1
v 4'x-1aQ ,(extensivedepisitrong_0,ilitile�oroto�sediment-'.maxpoints) r. :.7 4 � - . ; °i
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Gr.(3rit5: (f homogebous .0 dirge°d&verse srzes.�,,max pints as yx t ,, �, t...,tY,, * 1
01 r,,,riVezWriiiiiiiee-korWaiNetaiisiTdia or wide sin e% n� ' 174-11T-- 7, ,a; -gTh
,`'P'�'�1 > v k .....1---- h H 0 500,� ,ue � ,
7"- r asa, —iiiio. .;,7,, wv -.- '1 F „or--- '-. ,,,
,�, Presence of� armor bias k fasturess. AS,, � i i
Illy -.R' ',� '.Q'S�'' •' "` 1 cx"�' S
+ t64.L(s'eyer erosro'ntira no,epos+o'n Utij ,l a�t](s max�posnts) ` -11. -vs.' ,Y,A* A-5 . e j© .�4�.
<k rr .y .--..,�,y .i-'F-i �-., rte'°"�,7-, ,P -�.
sxl
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nv ilii'e root�0rdense o�ts�thtQu hout'�; f `�4-4 � ��0 3
r ;� zs�w a.� .-rra'-�-�'�r� � ay -aA� tip.� .�,.�..�,�-� �,.-,F.
r1 , rmPact by ag stunt reic 1 ve e60- amber productionV!� l0 i ���"YQ �° 4,A w '-
• , (sub tar trai tmp�ct o evtdence�_max pospts) ,e'!',02-49 . , -1 L rte` "i�, 41,t
E• 1k6 p7` • P esenc�ert° > re-P �rgikr&PlitracxnP' IeLesi7 7,©'tu �" Q ,',. *,
_ (nor esmpples onpoo;sfa Nfi, develdpeds," a poihts� � '�.# _`-.�.o, t? '0 ,� a
xa-�' '' , -� re zv .+zc r--r .�.-y Ear nrwi z.`ifi.. '-, �x r s` 1
k 4_ ''. �Habstat co,,mp[eaaty. � � {35 $ n 0'` 6 t-f
K .- 4 ; u� ` 4
'- "- 7...:eaa o, sco0era'a"over strew bed �`` �:r' µ,-"-y-r. :r y ^t', '_ 10-, s
18.'N,17
-4�s iga�,��-��veg tat on d tialai Otis c gniaxxpount} �° 5 t '� ; °t' 3
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` i Sfubstrate s>lii7e: dness . , 0�� °"
� 19`0 �„ `.��-�i''� � r �..�. 2r�' �� � �r*. S r L� a d� 4�'� --•
. 0 X45° 4(deeps lembddaa ;1oos�structure=maxpeN.;, � � E� F
ry -.cecme.ca..r.�->., rs x n-m.-r+,-r y-^r'-as ns. izy F. :r ---,,,3,3,--;---
' ',20 t.F,0A5 o,e-4-t0,-4._n rt�"tes p g 4� WW 4------1H4 - 0 �5 e 4 0 5
9' 1 ,.. (no evrdenc w0 common numerous ,es,-Anax. • mss t��„ ~�,.4,. .0 . � { Z
t �R r g ' >'ryeireitufliiiirphsbip E ` - r a g-e F, p 4t4 ` L% Z
CI, i t-� (noi evidence 0 tcommonrAUr`nerous�typetema,porntsr?:At.,."`-')I x -1 ws _I
CMS +'4 `' 4i-e': .,zwpres-eir�'UJf'fish w- �� 1 ow,.,wf—' --x- ---'mh-* vey
1., � Y■∎(n0 eV ACe .V L13' 4n rO lerUU � 40 ' tut, -; ,., , 4 $ I
r'�7 ;,w-X27'-z 1p}--�dence frvi dl3fe uie - °',,) '”y�0 i' 7...-i`w. v '': - F
t V' 4. ' I 4l f--- -4>i w ".22 ��� -, ti Ott 6 a 00 5 444-c� t 5 �{
'• • l r .45 ,g uo a idenceta� abundant'evu(ence{ may. •Quits 4 14-10, e ti ," - �`s'. t ` _
.- S S € it r 7. yei�jca * NirAs` �c:` iis';.� t`�''+7' 1;'r' _, �garj( k +i'W.5._
iT * 1 `• w , .€�r, '1 mss, 7.,n - «i
� * x't At"t.e.,A S N,} , �s� -,, „:,„4.. ' astJ •* r, e4v + „,„, ,,,,..,0„,, -•f ' ,.. = '{F3 .�, ...� : +k'eIJ,td "��' .dam r� 3 ,. < "�, x d we."' d.
-.£ '4"="1 -q., vn'� " re .6- -474,4u2' r" ---'47, -0. . � ,t' v �
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* These characteristics are not assessed in coastal streams
2

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