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Environmental Consultants, PA
Road Raleigh, North Carolina 27614 Phone: [phone] Fax: [phone]
www.SandEC.com
January 28, 2008
S&EC Project No. 5815.W0
US Army Corps of Engineers
Raleigh Regulatory Field Office
Attn: Monte Matthews
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
Reference: Briar Chapel Development
Repair and Stabilization Plan
Chatham County, NC
NC Division of Water Quality
401 Oversight and Express Permits Unit
Attn: Cyndi Karoly
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
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JAN 2 S 2008
DENR - `NATEh QUAUT t
~gNDS AND STORMN1AiEN g~NCH
Dear Mr. Matthews & Ms. Karoly:
Soil & Environmental Consultants, PA (S&EC) has been engaged by Newland
Communities to prepare a stream and wetland Repair and Stabilization Plan for select
utility and road crossing locations within the Briar Chapel Development which were
inadvertently impacted as a result of site construction activities. These impact areas are
in the immediate vicinity of three (3) new utility crossings and five (5) newly installed
road crossings (and their associated culverts) on the referenced project site.
Both the U.S. Army Corps of Engineers (USAGE) and the North Carolina Department of
Environment and Natural Resources (NCDENR), Division of Water Quality (DWQ) are
aware of and familiar with site conditions based on their observations during a series of
site visits performed during 2007. The repair and stabilization measures described below
are recommended to address unstable channel (and adjacent wetland) conditions and
incidental resource impacts which occurred during the installation of these crossings.
The purpose of this letter is to summarize our findings regarding these temporary impacts
and describe in detail our plan for the repair and stabilization of the stream channel and
adjacent wetland areas in the vicinity of each crossing.

Briar Chapel Development January 28, 2008
Soil & Environmental Consultants, PA Project No. 5815.W1
It is our recommendation that the repair and stabilization: measures described below not
be performed until any remaining construction work (headwalls, dissipater aprons, etc.)
and r~ ading associated with each of the crossings is complete. This approach will reduce
the potential for future disturbance of newly restored are_a__s during the performance of any
remaining construction.
This document does not address specifics of any required 404/401 permitting or
supplemental Agency coordination other than that required to execute this plan.
Additionally we have assumed that any land disturbing activities associated with the
proposed in this plan (including additions to the previously approved disturbance limits)
would be covered under the existing approved Erosion & Sediment Control Plan and the
Land Disturbance Permit (obtained by others) for the Briar Chapel Development project.
This assumption should be confirmed prior to the execution of the proposed Repair and
Stabilization Plan activities.
Site Description
The project site, a residential development project is located approximately 5 miles south
of the Town of Chapel Hill in Chatham County, NC. The site is situated west of U.S.
Highway 15-501, between Andrew's Store Road (SR 1528) to the south and Mann's
Chapel Road (SR 1532) to the north (35.8251.°N / 79.1059°W)
A series of unnamed tributaries onsite drain generally to the south and east to another
unnamed tributaries which eventually drain to both Pokeberry Creek and Wilkinson
Creek within the Cape Fear River Basin (HUC 03030002). A vicinity map is provided on
Sheet 1 of the attached plan sheets.
The impact areas are located immediately upstream and downstream of a series of eight
(8) separate utility and road crossings on the subject property. Impacts in the vicinity of
site utility crossings have been labeled Utility Crossings 4, 5 and 6. Impacts in the
vicinity of site road crossings have been labeled Road Crossings A, B, D, O and M. Site
impact areas are shown on Sheet 2 (attached).
Proposed Stream Repairs
On October 29, 2007 S&EC visited the project site to observe site conditions associated
with reported impacts (both stream and wetland) and to determine their extent and
severity of the impacts, and to the collect necessary site data to develop this plan.
While onsite we observed the characteristics of the site (including current grading and
stabilization operations), the surrounding area, verified surface and channel flow
conditions, observed channel and wetland impacts and observed visible property
boundaries, limits of construction, utilities, and water conveyance structures. We also
collected a photographic record of select site conditions and the above described impacts.
Page 2 of 5

Briar Chapel Development ~ January 28, 2008
Soil & Environmental Consultants, PA Project No. 5815.W1
A field survey of the impact areas was performed by The John R. McAdams Company of
Research Triangle Park, NC on September 27, 2007. This data describes the extent of
both permanent and temporary stream and wetland impacts. Sheets 3 through 10 show
the approved disturbance limits (defined by others) as well as the areas which were
disturbed (based on our site observations) during the installation of the crossings
(culverts, headwalls/wingwalls, utilities, etc.). From the field survey data, at each of the
eight (8) crossing locations, the stream channel both upstream and downstream has been
disturbed (to varying degrees) beyond what was originally permitted. The impact maps
provided served as the base mapping for our proposed restoration and stabilization plan.
If you will recall, Crossings 4, 5 and 6 consist of utility crossings necessary to provide
site utility services. At these three crossings the bed and banks of the stream channel in
the vicinity of the utility easement have been impacted (below the ordinary high water
elevation) through the placement of riprap. In each of these cases the un-permitted
impacts extend from a point upstream of the utility crossing (through the crossings) to a
point downstream of the crossing. Crossings A, B, D, M and O each consist of a single
reinforced concrete pipe (RCP) culverts at each location. During the installation of these
culverts incidental unpermitted impacts to the stream channel and adjacent wetlands
occurred. Such impacts included the removal of herbaceous vegetation, general grading
activities (channel excavation and fill placement), and the installation of temporary
erosion and sediment control measures including temporary silt fence, on-line sediment
traps, and riprap check dams. In each of these cases the un-permitted impacts extend
from a point upstream of the installed culvert crossing to a point downstream of the
crossing.
The proposed Repair and Stabilization Plan requires that the stream channel (and adjacent
wetland areas) be graded (and realigned as necessary) to varying degrees to return these
areas to their approximate pre-disturbance condition. Based on the current channel
alignment (just outside of the disturbed area both upstream and downstream of each
crossing) a hydraulic connection will be made between the culvert and the upstream
contributing (or downstream receiving) channel. These localized restorative efforts will
occur through each of the utility easements and on both the upstream and downstream
ends of each road crossing as necessary. Care will be taken to reconstruct a channel
cross-sectional area similar to that of the channel upstream and downstream of each road
crossing. In the case of the utility crossings an "average" channel cross-section will be
restored through the easement to allow for a smooth transition from upstream to
downstream). Within the utility crossings the upper channel banks (above ordinary high
water elevation) will be maintained with a riprap erosion protection blanket. A
schematic of the restored channel alignments are shown on Sheets 11 through 18
attached.
One or more rock cross-vane structures maybe installed at each crossing depending on
conditions observed during construction and our judgment and experience with similar
projects. These structures, if installed, will serve to maintain the channel alignment and
provide the necessary grade control (thereby stabilizing existing head-cuts and reducing
the potential for future head-cutting) until such time that the channel banks can be
stabilized with dense vegetation. If possible the sills of cross-vane structures will be tied
(and extended if necessary) to the headwall or wingwall of the culvert. This will allow
Page 3 of 5

Briar Chapel Development -January 28, 2008
Soil & Environmental Consultants, PA Project No. 5815.W 1
for the structure to be "anchored" to the crossing and reduce the potential for localized
erosion which might eventually lead to structure failure or the bypass (and eventual head-
cutting) of the structure. Because no means of controlling a head-cut exists (ie. no
culvert) at the three utility crossings the installation of a cross-vane at the downstream
end of the crossing maybe necessary to reduce such potential.
As is typically the case in restoration and repair projects the exact channel alignment and
structure locations require field location by the Designer at the time of construction.
Similarly based on conditions encountered during construction select structures maybe
constructed with a std (to control channel elevation drops). Based on our experience on
large-scale restoration projects as well as numerous similar violation sites across the State
this flexibility is warranted and typical acceptable to both USACE and NCDENR-
DWO. Every effort will be made during construction to limit the extent of disturbance
and minimize the removal of established vegetation however, based on the channel
realig~unent necessary some vegetation losses can be expected.
The floodplain on either side of the channel will be graded to match (through blending)
the elevation of the existing (or estimated pre-disturbance) floodplain or topography.
Wetland and buffer areas adjacent to the impacted areas will be graded to an elevation
roughly coincident with their pre-disturbance condition. The exact elevation will be
determined by the Designer based on topographic and soil conditions as well as the
grading associated with the adjacent culvert and head/wing walls. At each repair
location, the reconstructed stream banks will be stabilized with CF-7 coir matting (or
similar material), seeded with appropriate erosion control grasses, and over planted with
live stakes and select woody vegetation (tree and shrub) species during the appropriate
season.
Live stakes should be a minimum of 24-inches in length with a diameter of at least %2-
inch and installed as shown on Sheet 19. We recommend following species be
considered for bank planting; Silky Willow (Salix caroliniana), Silky Dogwood (Corpus
amomum) or Elderberry (Sambucus canadensis). A minimum of two of these species
should be planted to provide desired diversity. Any disturbed areas outside of the
channel banks will be replanted with a combination of bareroot tree and shrub species
installed as shown on Sheet 19 and seeded with appropriate erosion control grasses. Tree
and shrub species recommended include; American sycamore (Plantanus occidentalis),
River birch (Betula nigra), Willow Oak (Quercus phellos), Tulip poplar (Liriodendron
tulipifera), and Ironwood (Carpinus caroliniana). Any disturbed wetland areas should be
replanted with trees and shrubs, and.over-seeded with a wetland seed mix. Transplants
can be utilized where appropriate. Livestake, tree, and shrub species may require
substitutions (with designer approval) depending on availability of plant material. The
planting of live stakes and bareroot plants is typically recommended to occur after mid-
Januarybut not later than mid-March, for highest survivability.
As noted above, before any of the proposed work is performed S&EC recommends that
all remaining construction within the vicinity of these crossings be completed and the
areas immediately a~acent to these locations graded, and upslope areas stabilized.
Completing these tasks before the stream repairs will reduce the potential for any
Page 4 of 5

Briar Chapel Development
Soil & Environmental Consultants, PA
January 28, 2008
Project No. 5815. W 1
inadvertent damages to the stream/wetland areas once they are restored and will allow the
final restorativegrading to be blended to the final ~xades of adjacent areas.
Implementation Schedule
Following the review and approval of this plan by you, this stream and wetland Repair
and Stabilization Plan will be submitted to both the USACE and DWQ for their review
and approval. The stream repair and stabilization activities can likely be completed
(barring any inclement weather) within 60 days of the approval of this plan by USACE
and DWQ (whichever is later). We recommend that we be engaged to observe
construction and provide the necessary contractor guidance. Notification should be made
to USACE and DWQ following the completion of site work.
Please contact us if you have any questions or comments regarding these
recommendations.
Sincerely, ~~~ ~'.E~ ~~~~~
SOIL & ENVIRONM~-,A~, ~,TANTS, PA
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~./' _ ~_ @£r ~ . _.~
Patrick K. Smith, P.E~'~ ~ ~ 4t t'. ~ ~'~ ssica E. Regan
~ ~
N.C. License No. 25525` ~'~ ~ '-~`~ ". ~ ~~ Environmental Scie '
,~3
Cc: Ms. Nikki Thomson, S&EC
Mr. Sean Clark, S&EC
Mr. Mitch Barron, Newland Communities
Mr. Ed Timoney, Newland Communities
Attachments: Construction Drawings -Sheets 1 through 19
Site Photos
Page 5 of 5

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VICINITY MAP
(USGS 7.5 MINUTE SERIES TOPOGRAPHIC
WAKE FOREST QUADRANGLE)
(NOT TO SCALE)
ENVIRONMENTAL DESIGN FIRM:
SOIL ~ ENVIRONMENTAL
CONSULTANTS, PA
1010 Raven Ridge Road
Raleigh, NC 27614
(9 19) 846-5900
PREPARED FOR:
NEWLAND COMMUNITIES
5850 Fayetteville Road, Suite 201
Durham, NC 277 13
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3. EXISTING SITE CONDITIONS UTILITY CROSSING 4 c~
4. EXISTING SITE CONDITIONS UTILITY CROSSING 5 ~~
5. EXISTING SITE CONDITIONS UTILITY CROSSING 6 ~~
6. EXISTING SITE CONDITIONS CULVERT CROSSING A ~
7. EXISTING SITE CONDITIONS CULVERT CROSSING B c
8. EXISTING SITE CONDITIONS CULVERT CROSSING D ~'~
9. EXISTING SITE CONDITIONS CULVERT CROSSING M
0. EXISTING SITE CONDITIONS CULVERT CROSSING 0
PROPOSED SITE CONDITIONS UTILITY CROSSING 4
2. PROPOSED SITE CONDITIONS UTILITY CROSSING 5
3. PROPOSED SITE CONDITIONS UTILITY CROSSING 6
4. PROPOSED SITE CONDITIONS CULVERT CROSSING A
5. PROPOSED SITE CONDITIONS CULVERT CROSSING B ~
6. PROPOSED SITE CONDITIONS CULVERT CROSSING D ~
7. PROPOSED SITE CONDITIONS CULVERT CROSSING M
8. PROPOSED SITE CONDITIONS CULVERT CROSSING 0
9. TYPICAL STRUCTURE, PLANTING, ~ COIR MATTING DETAILS
®2008 Sod ~ Environmental Consultants, PA.

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REPAIR ~ STABILIZATION PLAN Pro~cMgr.:
Soil & Environmental Consultants, PA
11010 Raven Ridge Road Raleigh, Norih Carolina 27GI4 Phone: [phone] Fax: (919j 846-9467
www.SandGC.com
NEWLAND COMMUNITIES I" = I O'
Sheet No.:
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/~ / ,,
~/

NOTES: j o `
/ a~
~ .
11 Channel I . SITE DATA INCLUDING ROADS, CONTOURS, UTILITIES AND CHANNEL ~
~ ~ ~
~
IMPACTS PROVIDED BY JOHN R. MCADAMS COMPANY, INC. 0 0
~ ~
~
/ 2. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL SITE FEATURES
ARE APPROXIMATE. Z
g
~ 3. CHANNEL AND WETLAND IMPACTS SURVEYED BY JOHN R. MCADAMS w O
COMPANY, INC. ON 9127/07. SURVEYED CHANNEL IMPACT = 39 C Q
LINEAR FEET (0.003 ACRES). SURVEYED WETLAND IMPACT = = N
0.0202 ACRES. U J

/ Existing Rock Q~
Check Dam m
,
to be removed °`
~
~
o ~

~SF .~_ I
SF
/ ~ - sF
-~' SF -~ SF
,'
60" Diameter ~
RCP Plpe

,~ / - ` ~_
~.\ / ~ /~ j
~ ~
\~ ~/
/ ~//SFr\~
/ ~~' Sp
i ~'~ \ sF
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Outer Edge
Exlsting 50'
Stream Buffer
.~
EXISTING
STREAM CHANNEL STREAM BUFFER

a UTILITY LINES ~ UTILITY EASEMENT
^
® 35' WIDE
CONSTRUCTION
-~- TEMPORARY

CORRIDOR SILT FENCE
~~ RIP RAP ~ UNPERMITTED CHANNEL ~
WETIAND IMPACT AREA

®
WETLANDS PERMITTED PERMANENT
CHANNEL ~ WETLAND
IMPACT AREA
_ LIMIT OF , PHOTO POINTS
-~ DISTURBANCE
EXISTING SITE CONDITIONS -CULVERT CROSSING B
b_ ~
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~~
m~
Z'
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a
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~~
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Ur
a E
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~~
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9
O
~o

DfZAWI N6S PRINTED
AT HALF- SCALE
NORTH
SCALE I " = 10'
lo~~o
/ / SF
~-- sF
S ~-- SF
6
6
6
s~
/~
_ /~
S eam Channel-
Exlsting Rock
Check Dam,
be Removed
SF -~(~ ~
~o ,~ ~ -
r
N
1
1
N
I
N
I
T
y SF ~
~J ~ ~ / ~
SF ~
/_ SF ~
~ Sf T
~Riprap Outlet
Protection Apron
/W~
9 ~

©2008 Sod # Environmental Consultants, PA.
~S ,~
~~
sk
~~~
3p I
~~ ~
sF
EXISTING SITE CONDITIONS -
EXISTING
~ STREAM CHANNEL
f
~~ -~ UTILITY LINES
35' WIDE
®
® CONSTRUCTION
CORRIDOR
RIP RAP
WETLANDS
_ LIMIT OF
~`~ DISTURBANCE
STREAM BUFFER
UTILITY EASEMENT
_ TEMPORARY
-~ SILT FENCE
UNPERMITTED CHANNEL ~
^
® WETLAND IMPACT AREA
PERMITTED PERMANENT
CHANNEL ~ WETLAND
1 M PACT AREA
PHOTO POINTS
co
\~
'~,~ Exlsting Rock ~j'
~'~ !, Check Dam, y~
5~ to be Rem ved
Q
_ - 5E / ~
SF ~.. SF -~_ ~ ~,
SF ~~ ~~
66" Diameter
RCP Plpe
~~ I
~~ ~ ~~
--\~~'
NOTES:
I . SITE DATA INCLUDING ROADS, CONTOURS, UTILITIES AND CHANNEL
IMPACTS PROVIDED BY JOHN R. MCADAMS COMPANY, INC.
2. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL SITE FEATURES
~Existing Temporary AREAPPROxIMATE.
Sediment Trap 3. CHANNEL AND WETLAND IMPACTS SURVEYED BY JOHN R. MCADAMS
COMPANY, INC. ON 9/27/07. SURVEYED CHANNEL IMPACT = 64
~,_- Ln ` LINEAR FEET (0.004 ACRES). SURVEYED WETLAND IMPACT =
_- t~ ~---° LD ~ 0.0436 ACRES.
CULVERT CROSSING D
~ m
p3~ O
3'~z -
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m n m ai
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AT HALE- SCALE
0
~ NOTES:
3
CT
C1 I . SITE DATA INCLUDING ROADS, CONTOURS, UTILITIES AND CHANNEL
o IMPACTS PROVIDED BY JOHN R. MCADAMS COMPANY, INC.
N
2. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL SITE FEATURES
N ARE APPROXIMATE.
D 3. CHANNEL IMPACTS SURVEYED BY JOHN R. MCADAMS COMPANY, INC.
ON 9/27/07. SURVEYED CHANNEL IMPACT = 139 LINEAR FEET
(0.009 ACRES).
rn /~
x_,~1` s
V ~F ~ /
-~ ~ SF ~
F -SF - SF - SF -SF ~
z ~ ~~
G> ~
~``
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m to be .Removed %
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r ~
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6 ~_
Existing Rock
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to be Removed
NORTH
~ \
to \
~0 \
~D
Stream Channel

~. -r.i
- y
Outer Edge
`` Existing 100'
Stream Buffer
72" Diameter
RCP Pipe
~ /
;' /
;~
,~ /
~~
.~ ~~
~ ~~ - -
Existing
Sediment Basin
4U .~ •-~ .
`^ ~ EXISTING STREAM BUFFER
Q ~ i ~ s STREAM CHANNEL I
~,
UTILITY LINES - --- - UTILITY EASEMENT
~ ~ ~~
~ aC sF ---
/~ ~ ® 35' WIDE TEMPORARY
CONSTRUCTION - ~ - SILT FENCE
---- ~ CORRIDOR
~' RIP RAP ~ UNPERMITTED CHANNEL ~
WETLAND IMPACT AREA
PERMITTED PERMANENT
6 ~ WETLANDS ~ CHANNEL ~ WETLAND
IMPACT AREA
_~_ LIMIT OF ' PHOTO POINTS
DISTURBANCE
Protect: BRIAR CHAPEL Pro~e5815~.W0
REPAIR ~ STABILIZATION PLAN Prol. Mgr.: Drawn,
Location: bent: tale:
Soil & Environmental Consultants, PA SC NMM
11010 Raven Ridge Road Raleigh, North Carolina 27614 Yhune: [phone] fax: [phone] Ct1ATt1AM CO., NC NEWLAND COMMUNITIES I " = I O'
www.SandBC.com Sheet Title: Sheet No.:
EXISTING SITE CONDITIONS - 9 OF 19
SCALE I " = 10'
10 5 O 10
,~ ~sF~
N
Sf'
N

DRAWINGS PRINTED
AT HALF- SCALE
~ ~
O~
\` ~~ ~
~L\, Stream hannel
~~:~
\~~ ~
~~~ ~ ~
~U
. 0~ \
.~ oL \
~ °U~~
o~
~ ~
\ o\
.\ ~~
\ \
EXISTING
STREAM CHANNEL
UTILITY LINES
35' WIDE
CONSTRUCTION
CORRIDOR
RIP RAP
WETLANDS
LIMIT OF
DISTURBANCE
STREAM BUFFER
/j
>" Diameter
.P Plpj J
/ /
-i
i
--- UTILITY EASEMENT \~
~\
_ TEMPORARY
-~ SILT FENCE ~ \ ~.
® UNPERMITTEDCHANNEL~ \ `,,\
^ WETLAND IMPACT AREA \ \
PERMITTED PERMANENT \ \
CHANNEL ~ WETLAND
IMPACT AREA ~ \
PHOTO POINTS \
` ~ .\
~ / ~ NOTES:
I . SITE DATA INCLUDING ROADS, CONTOURS, UTILITIES AND CHANNEL
,/ IMPACTS PROVIDED BY JOHN R. MCADAMS COMPANY, INC.
// 2. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL SITE FEATURPS
ARE APPROXIMATE.
/ 3. CHANNEL IMPACTS SURVEYED BY JOHN R. MCADAMS COMPANY, INC.
ON 9127107. SURVEYED CHANNEL IMPACT =
NORTH
SCALE I " = 10'
1~
10 5 0 10

Outer Edge
Existing 50'
~~ Stream Buffer
1
Riprap Outlet
Protection Apron
~G
\\
a,,
pp
~~
., \~
m
~ -
_° 0 0
~O
~~ ©2008 So,, ~ En~,ronmental consoltznts, PA EXISTING SITE CONDITIONS -CULVERT CROSSING O

N
O
0
0
rn
0
v
D
DRAWINGS PRINTED
AT HALF- SCALE
NOTES:
I . SITE DATA INCLUDING ROADS, CONTOURS, UTILITIES AND CHANNEL
IMPACTS PROVIDED BY JOHN R. MCADAMS COMPANY, INC.
2. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL SITE FEATURES
ARE APPROXIMATE.
3. CHANNEL IMPACTS SURVEYED BY JOHN R. MCADAMS COMPANY, INC.
ON 9/27/07. SURVEYED CHANNEL IMPACT = 32 LINEAR FEET (0.003
ACRES).
( , ~ ~~ ' 1
( j ~
,' ~ ~ ~
~~
~~ ~~
~ ~ J I NORTH
~ f ~
~ ~ I ~~ _
~ ~ I ~ SCALE I - 10
r ~
~ I 10 5 O 10
! ' I
r ~ i ~ ~ ~

~ ~
NOTE: ~
IN-CHANNEL ROCK CROSS-VANE STRUCTURES MAY BE ~
NECESSARY TO CONTROL GRADE FOLLOWING REPAIR
AND STABILIZATION EFFORTS. THE EXACT LOCATION Outer Ed e
AND ELEVATION OF STRUCTURES TO BE DETERMINED ~ g
O BY DESIGNER AT THE TIME OF CONSTRUCTION. ~ " Exlsting 100'
~ Stream Buffer
~,^\ i ~
V ~
rn ~~
C1~ "
-~
rn
Remove Exlsting ~ Rlprap Above Ordinary
Gravel Check Dam f11gh Water to Remain
Stream Channel ~
rn l --~~ ~ ~- ~ -
Flo
- Approx. Upstream Q `° '` ``~~~.°,~,~~ ;' ~~`~~~~~~.; ._
Llmlt of Repalr ~ -' ~ ~ " , ~- ," ~ _ `` Approx. Downstream
Stablllzatlon Efforts `~°
`°` .r Llmlt of Repalr ~
" Stablllzatlon Efforts
~ Remove Rlprap from Channel, ;.
~ Restore Appropriate Stream w ~ ~~
.~ Channel, and Llne Banks with ;~ ~ ~~o~
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~- , W
I
w
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UE UE UE UE E
-----~.c _ _ c c c - c c--= EXISTING ~ STREAM BUFFER
- - - - - _ ~ ~ ~ STREAM CHANNEL
~ ~ ~ ~ ~ ~ ~ ~ UTILITY LINES ---- UTILITY EASEMENT
~ ~ ~ ~ ~ PlA
35' WIDE TEMPORARY
_ _ ~ -__ _ .! _ _ - ` _ __ - J CONSTRUCTION - g - SILT FENCE
CORRIDOR
RIP RAP _ LIMIT OF
Outer Edge -`° DISTURBANCE
Exlsting 100'
Stream Buffer ~ WETLANDS
w~ ..,.._ BRIAR CHAPEL ~ sa i s.wo
mow o~ ~. REPAIR ~ STABILIZATION PLAN Prod. Mgr.: Drawn:
Location: Bent: tale:
• Soil & Environmental Consultants, PA SC NMM
11010 Raven Ridge Road Raleigh, Nodh Carolina 27614 Yhone: [phone] Pax: [phone] CHATHAM CO., NC NEWtAND COMMUNITIES I " = I O'
www.SandEC.com Sheet Title: Sheet No.:
PROPOSED STREAM REPAIRS - I I OF 19

D~AWI NGS PRINTED
AT h ALF- SCALE
NORTH
SCALE I " = 10'
I o~o ~o
- _~ ~_~__ ___ ___ _ `1
UE --
~"- UE -
~-G _" UE
~~~ C `` i~ UE ~~
c
~ UE ___, _
~ -~.~_ ~ _,.,~ G`--~G`__G ° UE -`"'~ OF
'_- FlA ~ -____ ---- G
---_ i`' ~ ~--___ ~ ~_ Flu e~~G_-
---_..
~- ~...
~ _
~ ~
__ ~
Stream Channel
Remove Existing
gavel Check Dam
F~
Remove Rlprap from Channel,
Restore Appropriate Stream
Channel, and Llne Banks with
Coir Matting as Directed
©2008 Sod 4 Environmental Consultants, PA.
Outer Edge
Existing 50'
Stream Buffer
0
0
EXISTING
STREAM CHANNEL
n
~--~----~ UTILITY LINES
STREAM BUFFER
UTILITY EASEMENT
35 WIDE TEMPORARY
® CONSTRUCTION -~- SILT FENCE
CORRIDOR
RIP RAP LIMIT OF
~ ~~ ~~ ~ `~ e DISTURBANCE
WETLANDS
Approx. Upstream
Limit of Repair ~
Stabilization Efforts `,
NOTE:
IN-CHANNELROCK CROSS-VANE STRUCTURES MAY 8E
NECESSARY TO CONTROL GRADE FOLLOWING REPAIR
AND STABILIZATION EFFORTS. THE EXACT LOCATION
AND ELEVATION OF STRUCTURES TO BE DETERMINED
Riprap Above Ordinary
Nigh Water to Remain
`G UE ~1 -''.
G '~-__
N ~ G C UE -~,_.. UE
F1A FlA ~ 1._ ~ ~_ ~~ C'~ G UE UE ~..~ UE ~,~
~ ~~ C
Fl1 _~_ Fl/ `~~~
.•~_ 9--~..--`'_- ~ •--"__ fill '.'~_ ~1
~-~.~. _Fly FAl ~-.
g-~_
Approx, Downstream -~ _ "--9-~~
Limit of Repair ~ ~~'
Stabilization Efforts ~ ~~-~
Existing Progress
Energy Maintenance
Easement Crossing
NOTES:
I . SITE DATA INCLUDING ROADS, CONTOURS, UTILITIES AND CHANNEL
IMPACTS PROVIDED BY JOHN R. MCADAMS COMPANY, INC.
Outer Edge
EXIStIng 5O~ 2 AORE APIPOROXIMATE.TIONS, AND DIMENSIONS OF ALL SITE FEATURES
Stream Buffer
3. CHANNEL IMPACTS SURVEYED BY JOHN R. MCADAMS COMPANY, INC.
ON 9127107. SURVEYED CHANNEL IMPACT = 29 LINEAR FEET (0.005
ACRES).
PROPOSED STREAM REPAI R5 - UTI LITY CR0551 NG 5
~ m
3"z O -
N O IL
0
Z~~ .Z ~
uN~u N
u .N41 v _
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~~

DRAWINGS PRINTED
AT h ALF- SCALE
NOTE:
IN-CHANNEL ROCK CROSS-VANE STRUCTURES MAY BE
NECESSARY TO CONTROL GRADE FOLLOWING REPAIR
AND STABILIZATION EFFORTS. THE EXACT LOCATION
AND ELEVATION OF STRUCTURES TO BE DETERMINED
Stream Channel
Outer Edge
NORTH Existing 50'
Stream Buffer
SCALE I " = 10' ,~
lo~~o °~ Approx. Upstream
Remove Existing Llmlt of Repair ~
Gravel Check Dam ~Stabilizatlon Effortt;
Riprap Above Ordinary
High Water to Remain
_. UE~~_ - __~
1 UE /
_"~ UE
~ C "~..' UE V6 G
C-~,~G ,~_ UE ~~ /
Fll ~~ ~ `__ g~ti,G~_ /G F16
~,~ ~ -~ /
---_ ~-
~~. ~

1
NOTES:
I . SITE DATA INCLUDING ROADS, CONTOURS, UTILITIES AND CHANNEL
IMPACTS PROVIDED BY JOHN R. MCADAMS COMPANY, INC.
2, LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL SITE FEATURES
ARE APPROXIMATE.
G
f~
Approx. Downstream ~ I
Limit of Repair ~
Stabilization Efforts
Outer Edge
I Existing 50'

EXISTING
STREAM CHANNEL
-~ UTILITY LINES
35' WIDE
®
® CONSTRUCTION
CORRIDOR
RIP RAP
i ~
i
,'~ ~ .
~,' ~~' /' ~ WETLANDS
/ / G/
/ / G
UE ~ ~~ /
i G ~~
/~
- ~ ~
i
~ . '/
,~ I
Remove Riprap from Channel,
Restore Appropriate Stream
Channel, and Lme Banks with
Coir Matting as Directed
~1
~~~_ / r--._-
'`"_G-__
j~~--~~'
_>~ ~
6
~ \
~ ~ ~ //
~'
1
3. CHANNEL IMPACTS SURVEYED BY JOHN R. MCADAMS COMPANY, INC. Stream BUffer \ ~,
ON 9/27107. SURVEYED CHANNEL IMPACT = 37 LINEAR FEET (0.004
AGRESL
®zoo8 So,l ~ En~ronmental Consultants. PA. PROPOSED STREAM REPAIRS - U T I L I TY C RO S S I N G 6
STREAM BUFFER
UTILITY EASEMENT
TEMPORARY
_
-~ SILT FENCE
LIMIT OF
-`~ ~ DISTURBANCE
/~
(,,
,~ I.
~ `,
Existing Riser/
\~Barrel Systetr
~--~.- with Outlet
\ `'Protection
m
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_a
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g w ,
~~
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QQ = NU
~N Z o~
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aMyM~
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w
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rO
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DRAWINGS PRINTED
AT HALF- SCALE
INOTES:
II . SITE DATA INCLUDING ROADS, CONTOURS, UTILITIES AND CHANNEL
IMPACTS PROVIDED BY JOHN R. MCADAMS COMPANY, INC.
NOTE:
IN-CHANNEL ROCK CROSS-VANE STRUCTURES MAY BE _
NECESSARY TO CONTROL GRADE FOLLOWING R1=PAIR
AND STABILIZATION EFFORTS. THE EXACT LOCATION
AND ELEVATION OF STRUCTURES TO BE DETERMINED
BY DESIGNER AT THE TIME OF CONSTRUCTION.
Stream/~hannel
2. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL SITE FEATURES
ARE APPROXIMATE. /
NORTH
SCALE I " = 10'
10 5 O 10
3. WETLAND IMPACTS SURVEYED BY JOHN R. MCADAMS COMPANY, INC. / O
ON 9/27/07. SURVEYED WETLAND IMPACT = 0.0248 ACR%S. / f
/ /
/ /
/ ~9 ~
;F ~ SF r.,,/ ~ s Approx. Upstream
~ SF \ Remove FIII, Regrade `~ ~ Llmlt of Repalr ~
SF ~ SF Wetland to Approximate ,~ ~ StabJllzatlon Efforts
~ SF ~ Original Elevation ~,~ s
and Overplant (Typical) ~ . ~' Remove Exlsting
~ SF ~ ~ ;r. ~~ ;, Gravel Check Dam
/ ~~ /
/ ~~ ' ' /
/ SF ~.~ ^ \ /
~~ .. / ~ , ,F \ s s/ Outer Edge
~ ~ ~\~~~ Exlsting 30'
/~
/
/
i I
/
i ~
i
i ~
~ ~
,~ ~ I
~'
i ~
i
SF ~-
F /
~'
9 i ~~
S~
-~
~,~ y~ Remove Exlsting f
~y~ ~ Gravel Check Dam
~1
1 ~
0
Approx. Downstream
Llmlt of Repair ~ -
Stabllization Efforts
1
Outer Edge ~
Exlsting 30' ~~
Stream Buffer ~
~\
~\
i~
/~
~ ~
~~J'
-~ ~
'~
I
6
T
~~ SF
0
_i
I
i I
z .
~i ~ sF
~ \S°~
S,n
I NSF
.~ SF ~
~~ SF
EXISTING
STREAM CHANNEL
UTILITY LINES
35' WIDE
CONSTRUCTION
CORRIDOR

RIP RAP
WETLANDS
STREAM BUFFER
UTILITY EASEMENT
_ TEMPORARY
-g SILT FENCE
_ LIMIT OF
-`~ DISTURBANCE
R,~m Project: rro~ect rv o.:
BRIAR CHAPEL sal s.wo
"fl'' °"~"°" °'°` "'"` REPAIR ~ STABILIZATION PLAN Prod. Mgr.: Drawn:
Location: Bent: tale:
~ Soil & Environmental Consultants, PA SC ""'"'
11010 Raven Ridge Road Raleigh, North Carolina 27614 Phone: [phone] Pax: [phone] CHATHAM CO., NC NEWLAND COMMUNITIES I " = 10'
www.SandfiC.com Sheet Title: Sheet No.:
PROPOSED STREAM REPAIRS - 14 OF 19
CULVERT CROSSING A

_ m
~~
NOTES: o N ~ Z o ~
D~AWI NGS PSI NTED Z~~ . z °_
I . SITE DATA INCLUDING ROADS, CONTOURS, UTILITIES AND CHANNEL ~'"~ ~ N
Stream Channel
IMPACTS PROVIDED BY JOI1N R. MCADAMS COMPANY, INC. ~ ~ NN =
AT h ALF- 5 CALF ~ 2. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL SITE FEATURES g w
~ Outer Edge / ARE APPROXIMATE. ~ Z
Existing 50' ~ ~ 3. CHANNEL AND WETLAND IMPACTS SURVEYED BY JOHN R. MCADAMS w ~ o w~
~ Stream Buffer COMPANY, INC. ON 9/27107. SURVEYED CHANNEL IMPACT = 39 ~ F- ~ c[?
~~ LINEAR FEET (0.003 ACRES). SURVEYED WETLAND IMPACT = L N o ~N
RemOVe EXIStIng 0.0202 ACRES. U~ ~~ ~~
~'~SF Gravel Ch,~ck Dam / Q~ ~Z ~~
NORTH ~sF / ~N Z oW
~~' ~ l~J
~emove FIII, Regrade ~ ~ ~°~
SCALE I" = l o' ~ Wetland to Approximate '''' ~ ~ °L ~~
1~ ,~'>~;~>~- :.~>~;`' Approx. Upstream ~ ~ o~~~
to s o to Original Elevation ~a;~..~~~;~~.`
",.< t<> Limit of Repair ~
and Overplant (Typical)._ s~ `' d' a
/ ~ ~ Stabilization Efforts a
wP
/~ Restore Stream Channel to q
~ ~'~ 'Appropriate Slze, Llne Banks +~ o
0
~ / ~ ~ with Colr Matting and Llve ~, ___ ~F ~~ ;F -
~ / ~ ' Sake as Directed SF `~- 5F ~F ~% q
~' / ~ V
a E
1 ~S~ c~ / c~ ~ ~
/ / rya
~ ~
,~
/ °' ~ 3
s~ ~ - z
/~ / ~ .~
~ \ '~ ~ q ~
~~ / w
NOTE: ~ a
~~ .____ ~ IN-CHANNEL ROCK CROSS-VANE STRUCTURES MAYBE ay a
NECESSARY TO CONTROL GRADE FOLLOWING REPAIR O o
6 j~ Q AND STABILIZATION EFFORTS. THE EXACT LOCATION ~
Remove /~ / AND ELEVATION OF STRUCTURES TO BE DETERMINED
BY DESIGNER AT TI1E TI ME OF CONSTRUCTION.
Existing ~` ~ ~ ~ ~
Gravels ~ ~~ / ~ / --_ ___________--..Y
Check Dam `\y ~ \ ~ / EXISTING STREAM BUFFER
SF ~ ~ STREAM Cf1ANNEL
~ ~ s~ /
~ ~ ~ ~`
,_-_-- SF n
~' ~ UTILITY LINES ~ UTILITY EASEMENT
/ \ ~ \ ~ ~._ Sf -""_' SF --'_" SF --'~" SF --~"_ SF ~" SF -~-" SF
~ 35 WIDE
® CONSTRUCTION -~- TEMPORARY
~0.,,~\ ~~ CORRIDOR SILT FENCE ~
`• ' ~~> LIMIT OF ~
{-~ RIP RAP - ~ -
Approx. Downstream Outer Edge ~-~ ~~ DISTURBANCE
Limit of Repalr ~ Existing 50'
Stablllzatlon Efforts Stream Buffer ~ WETLANDS
z~o8 s~ l~ Environrr~er~tai Cons~~ltants PA PROPOSED STREAM ~E P A I RS - C U LV E ~T C RO S 5 I N G 8

D~AWI NGS PSI NTED
AT HALF- SCALE
NORTH
SCALE I " = 10'
Io~~o
Remove FIII, Regrade
Wetland to Approximate
Original Elevation
and Overplant (Typical)
Remove Existing
°avel Check Dam
s
~ ~
I
~`
l
I
N
N
NOTE:
IN-CHANNEL ROCK CROSS-VANE STRUCTURES MAY BE
NECESSARY TO CONTROL GRADE FOLLOWING REPAIR
AND STABILIZATION EFFORTS. THE EXACT LOCATION
AND ELEVATION OF STRUCTURES TO BE DETERMINED
5Y DESIGNER AT THE TIME OF CONSTRUCTION.
SF-~
v ~ ~ ~~
H ~~SF
~~
I ~~
i I ~---~~~SF~SF~SF
_ SF ~ ~
__--
~° '~
Approx. Downstream
Limit of Repair ~ -
Stabilization Effo~s
~~
_ LIMIT OF
`~ DISTURBANCE
~~~p /,c
~,~ ~~
/ ~ ~ ~~a~
54
Remove Existing ,~~
Gravel Check~am
\~
~.\
~~~~
I . SITE DATA INCLUDING ROADS, CONTOURS, UTILITIES AND CHANNEL
IMPACTS PROVIDED BY JOHN R. MCADAMS COMPANY, INC.
2. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL SITE FEATURES
ARE APPROXIMATE.
EXISTING
~ STREAM CHANNEL
~
-~--{
~~~ UTILITY LINES
35' WIDE
STREAM BUFFER
j i UTILITY EASEMENT
_ TEMPORARY
-~ SILT FENCE
6` ~ CORK DORTION
Edge of Road
\ ,•~ RIP RAF
s~
'~~^ ~ WETLANDS
~ -~ ~ SF '"_- SF
Restore Stream Channel
~ ~ to Appropriate Size,
Line Banks with Coir _
Matting and Live Stake
as Directed. Typical
Upstream and Downstream
NOTES:
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2DO8 50,1 ~ En~,~onmenta, Consultznts, PA. PROPOSED STREAM REPAIRS -CULVERT C R05 5 I N G D

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DRAWINGS PRINTED
AT h1ALF- SCALE
NOTES:
I . SITE DATA INCLUDING ROADS, CONTOURS, UTILITIES AND CHANNEL
IMPACTS PROVIDED BY JOHN R. MCADAMS COMPANY, INC.
2. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL SITE FEATURES
ARE APPROXIMATE.
3. CHANNEL IMPACTS SURVEYED BY JOHN R. MCADAMS COMPANY, INC.
ON 9/27/07. SURVEYED CHANNEL IMPACT = 139 LINEAR FEET
(0.009 ACRES).
Restore Stream Channel to
Appropriate Slze, Llne Banks
with Coir Matting and Llve -
Stake as Directed. Typical
\ SF ~ Uyr7stream and Downstream
- ar ` ar ~r ar ar
~ SF
~~~.\
y
Remove Existing
Rock Check Dams
~~~

~ ~,
0~
~ 1
I /
rh E~j-- SF -
9
~~ ~~
\~ /5F ti
SF I/
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6 p
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/i
6 [ ~
\ \ ~ \
`:r
\ \,
6
6 °r•.~
------ ~ r, i C~..
Remove Exlsting
Rock Check Dam

H
NOTE:
Exlsting 100'
Stream Buffer_
IN-CHANNEL ROCK CROSS-VANE STRUCTURES MAY BE
NECESSARY TO CONTROL GRADE FOLLOWING REPAIR
AND STABILIZATION EFFORTS. THE EXACT LOCATION
AND ELEVATION OF STRUCTURES TO BE DETERMINED
BY DESIGNER AT THE TIME OF CONSTRUCTION.
. ~ ~;
EXISTING
o ~ ~ STREAM CHANNEL
._-
~_ ~ yr- SF
~{ ~• UTILITY LINES
/~
----- ,~ \
® CONS RUCTION
Approx. Downstream ~ CORRIDOR
Llmlt of Repair ~
Stablllzatlon Efforts RIP RAP
A5
WETLANDS
STREAM BUFFER
UTILITY EASEMENT
_ TEMPORARY
-~` SILT FENCE
_ LIMIT OF
`~ DISTURBANCE
Project: rroject No.:
BRIAR CHAPEL sa I s.wo
^~ °10E "'""~ REPAIR ~ STABILIZATION PLAN Prod. Mgr.: Drawn:
5C NMM
Soil & Environmental Consultants, PA Location: Bent: tale:
11010 Raven Ridge Road Raleigh, Norih Cazolina 27614 Phone: [phone] I'ax: [phone] CHATHAM CO., NC NEWLAND COMMUNITIES I " = I O'
www.8and8C.com Sheet Title: Sheet No.:
PROPOSED STREAM REPAIRS - 17 OF 19
Stream Channel
Co \
~ \
Cp
Approx. Upstream
Llmlt of Repalr ~
Stablllzatlon Efforts

NORTH
SCALE I " = 10'
10 5 O 10
SF ~~
4 SF \
y
/ ~ ~
/ ~
~'S
--___.
~ f Outer Edge

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DRAWI NGS PRINTED ~ NOTEB: ~~Z
/ " I . SITE DATA INCLUDING ROADS, CONTOURS, UTILITIES AND CHANNEL ~ ~ ~'u Z ~
AT h ALF S CALF IMPACTS PROVIDED BY JOHN R. MCADAMS COMPANY, INC. o a ~'
_ / ~
/ 2. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL SITE FEATURES Z N
/ ARE APPROXIMATE, g
~ ~ ~,.
~~~L ~ /~ 3. CHANNEL IMPACTS SURVEYED BY JOHN R. MCADAMS COMPANY, INC. ~ p o ~o
/ ON 9127107. SURVEYED CHANNEL IMPACT = ~ F- u ,_
/ QQ
~ z~.
\ \ ~ U~ ~ QO
~ Q Q u NH
~ / w
\ ~+& p N~
~ ~ ~o~
°~\ Stream hannel ~~ % ~ ~ ~_~°~
~~ ~ NORTH
Approx. Upstream ~ /" o ~ o==~
d SUN
~~~~~~_,~ ~ Llmlt of Repalr ~ ' ~~~ j ~ SCALE I ° = 10' d
~ Stablllzatlon Efforts / ~ ~ a
°~ ~ / ~~ ~ I o~~o
~ °~ ~ \ a b
~ ~ ~ ~ ~~ ~
,~ P
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°~ ~ ~ ~ ~' as
/
\°G ~ %~ U0.
\°\ E
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G ~ U
Outer Edge
~ ~ ~ a ~~
~ °~ Exlsting 50' ~ ~~ ~
~ ~ ~ ~~ Stream Buffer ~ z
~ ~,~' 0m
~ ~ ~~
~ \ q
NOTE: ~ / ~ ~~ ~~. W a
°L V~. ~~ (~ .a
IN-CHANNEL ROCK CROSS-VANE STRUCTURES MAY BE ~ ~ ~ z
NECESSARY TO CONTROL GRADE FOLLOWING REPAIR ' \ / ~ ~ O o
AND STABILIZATION EFFORTS. THE EXAGT LOCATION ~ ='~~ ~ ~~~ ~
AND ELEVATION OF STRUCTURES TO BE DETERMINED \ ~\
BY DESIGNER AT THE TIME OF CONSTRUCTION. \ \ \ J~
,, / /
EXISTING STREAM BUFFER ~ \~ \ ,,"`~ Approx. Downstream
STREAM CHANNEL
~ \ Llmlt of Repalr ~
Restore Stream Channel to Stablllzatlon Efforts
~---~ UTILITY LINES __ _ UTILITY EASEMENT
3~- ~ Appropriate Slze, Llne Banks °~
35' WIDE \ ~ \ with Colr Matting and Live
CONSTRUCTION -~_ TEMPORARY ~ Stake as Directed. T Ical °~
CORRIDOR SILT FENCE Yp
Upstream and Downstream ~ ~
a RIP RAP _ LIMIT OF \ ~ `~\ ~ j
-~ DISTUR6ANCE
\ ~ °°~w
m ~ WETLANDS ~ \ ,,
~° ~ ~\
0
20°8 5°il ~ En~,r°nmencal ~°nsultznts, PA PROPOSED 5T REA M REPAIRS -CULVERT CROSSING 0

BANKFULLBENCH
PROFILE VIEW
24" EC
2" ECO-STAKE®
NCO-STAKE®
ECO-STAKF~
• TRENCHED TOP OF MATTING TO A • MINIMUM 2' CENTERS ALONG BOTTOM • 12" ECO-STAKES INSTALLED IN BANK
DEPTH OF AT LEAST 12", STAKE
OR STAPLE IN PLACE, ~ BACKFILL • MINIMUM I' OVERLAP AT JOINING FLUSH WITI1 COIR MATTING ABOVE
TO DESIGN GRADE SECTIONS OF COIR MATTING BOTTOM ROW OF 24" ECO-STAKES®
• MINIMUM 24" ECO-STAKES • ECO-STAKES SPACED AT
INSTALLED ALONG TOE OF MATTING MAXIMUM 3' CENTERS (APPROX.)
(Intercept between water surface and bank)
COIR MATTING DETAIL
(NOT TO SCALE)
o ~
o -
m ~
"00
-.. m
o, _
PLAN
/ /
BASE FLOW
WATER ELEVATION
PfZOFILE VIEW
BANKFULL BENCH
• LIVE STAKES INSTALLED IN BANK
WITH DEAD-BLOW HAMMER
• 415 OF STAKE IN GROUND
• BUDS ORIENTED UPWARDS
• 3' CENTERS (APPROX.)
• CUT EXPOSED END OF LIVE STAKE
AFTER INSTALLATION IF DAMAGED
DUE TO INSTALLATION
(i.e. damaged bark, split ends, etc.)
LIVE STAKE PLANTING DETAIL
(NOT TO SCALE)
!~ ©2008 Soil ~ Envmonmental
2 3
Open planting Place bare-root Close hole with
hole with seedling in hole - Shovel or Auger-
Shovel or Auger root collar at no air space
surface around roots
BAREROOT SEEDLING
PLANTING DETAIL
(NOT TO SCALE)
NUICS:
I . OVERALL TREEISHRUB DENSITY IN BUFFER TO REMAIN NOT
LE55 THAN 680 STEMS/ACRE. AREAS WITHIN THE BUFFER
THAT COINCIDE WITH THE EXISTING SEWER EASEMENT WILL
NOT BE PLANTED WITI1 WOODY SPECIES.
2. ALL AREAS TO BE STABILIZED WITH CUSTOM PERMANENT
RIPARIAN BUFFER SEED MI
NOTE:
CROSS VANE MAYBE CONSTRUCTED WITH OR
WITHOUT STEP DEPENDING ON SITE CONDITIONS.
z
g
o_
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ATE STONE w 0
~F
QQ
=N
U~
~m
QQ
~N
LE FABRIC ~
v ~
o ~
BANKFULLSTAGE
R POOL
CROSS ROCK VANE WITh STEP-POOL DETAIL
(NOT TO SCALE)
PA. TYPICAL STRUCTURE, PLANTI NG, ~ COI R MATTI NG DETAILS
~P
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~~
FLOW
STREAM CHANNELBED~~
GEOTEXTILE FABRIC
FOOTER
ROCKS
PROFILE
STEP
FRONT VIEW
ANGLE-CUT END
RIGHT BANK LEFT BANK

Site Photos
Photo 1-Utility Crossing 4, with Permanent Easement
(Looking Downstream)
Briar Chapel
January 2008
Photo 2-Utility Crossing 4, Upstream of Permanent
Easement (Looking Downstream)
Soil & Environmental Consultants, PA
S&1/C Job # 5815.W0

Site Photos
Photo 3-Utility Crossing 5, Immediately Upstream of
Existing Permanent Easement (Looking Downstream)
Briar Chapel
January 2008
Photo 4-Utility Crossing 5, Downstream of Permanent
Easement (Looking Upstream)
Soil & Environmental Consultants, PA
S&EC Job # 5815.W0

Site Photos
Photo 5-Utility Crossing 6, Immediately Upstream of Permanent Easement
(Looking Downstream)
Photo f~Utility Crossing 6, Looking East at Crossing
Briar Chapel Soil & Environmental Consultants, PA
January 2008 S&EC Job # 5815.W0

Site Photos
Photo 7-Culvert Crossing A, Downstream (Looking East)
Photo 8-Culvert Crossing A, Downstream (Looking West)
Briar Chapel Soil & Environmental Consultants, PA
Jamiary 2008 S&EC Job # 5815.W0

Site Photos
Photo 9-Culvert Crossing A, Downstream of Outlet Pipe
(Looking Upstream)
Photo 10-Culvert Crossing A, Upstream (Looking West)
Briar Chapel Soil & Environmental Consultants, PA
January 2008 S&EC Job # 5815.W0

Site Photos
Photo 11-Culvert Crossing B (Looking Downstream)
Photo 12-Culvert Crossing B, Upstream of Inlet (Looking West)
Briar Chapel Soil & Environmental Consultants, PA
January 2008 S&EC Job # 5815.W0

Site Photos
Photo 13-Culvert Crossing D (Looking Downstream)
-~~_~-,
~. ~ ,,~,
~:
y tia v '%~"' ~'`" e
t~,. r" ~* .. r° ~..
rxF' ~ L .~ J°r:.
~~'`~~ .3
~' . ~ ,
~:'r~"`
" ._
Photo 14-Culvert Crossing D (Looking Upstream)
Briar Chapel Soil & Environmental Consultants, PA
January 2008 S&EC Job # 5815.W0

Site Photos
..,
Photo 15-Culvert Crossing M (Looking Downstream)
Photo 16-Culvert Crossing M (Looking Upstream)
Briar Chapel Soil & Environmental Consultants, PA
January 2008 S&EC Job # 5815.W0

Site Photos
Photo 17-Culvert Crossing O, Downstream of Dissipater
(Looking Downstream)
Briar Chapel Soil & Environmental Consultants, PA
January 2008 S&EC Job # 5815.W0