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Causey Reference Site _
Mitigation Bank Easements . Snow Camp.
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Reference Sites i _ Lamm Reference Site
Rocky Top
0 2.5 5 10 15 -' 35.886591, -79.387578 - -.
Miles N -
- _ Copyright©2013 ational Geographic Society,

Wenl`wn
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Y PallL Location of Benton Branch
within USGS Hydrologic Unit
II WalnulCo`VR
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Location of Orphan Creek �iFG
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I Watershed Project:
alter , ; °w^ and Targeted Loca rs -
4U® -- --- niw'•ne.,_-aj a] I.,i --ille Eleye` �C3 t ` keenane Y��^ i ..'
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RRMITIGATION
03030002050040
BANK
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within USGS Hydrologic Unit
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and Targeted Local Watershed Y KRJ
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Mountsn _ 1
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g nulh/Spring% FIGURE
Geographic Service Area USGS Hydrologic Unit 03030002
14 Digit Hydrologic Unit Boundaries r: t3ear,"Cn—k
shaFL�r� z
Targeted Local Watersheds
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0 2.5 5 10 15 20 25
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tCopyright:@ 2014 DeLorme

. � •�j Directions to the Bank from Raleigh: N
From Raleigh travel west on 1-40 for-22 miles
• ->Take Exit 273A onto NC-54W towards Chapel Hill and follow for--3.1 miles
Merge onto US-15/501 S toward NC-54 W(Carrboro/Pittsboro)and follow for--2 miles
r * `
'� '� � ,,'" � = ��- ✓ � ->Stay straight onto NC-54 W(Fordham Blvd)and follow for-- 16.5 miles AOL
r "
6co Turn right onto Mt.Willen Road and follow for--0.5 mile
i
--,The Bank is located south of Mt.Willen Road
Latitude: 35.988974' N, Longitude: 79.283907'W
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Copyright:©2013 National Geographic Society,
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M �a114 �. _ _.. -` ^r . / UPPER CAPE FEAR
riiW.rtIVM �4 � -- � 43 eh
Efla,w `tUMBRELLA
Graham . �; - -_- MITIGATION BANK
Alamance County, NC
11-0
a .• �. r ( •. ,f— " Title:
1 / l f ' MOTES CREEK
I I e
�' SITE LOCATION
Mountain � � J T `� rt 54
Cane Creek * - .i
ntains , pahaw Notes:
mou
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j � '� - ter• � `� � / . , a ` Background Imagery Sources
~ E .\,� t- / (Provided by ESRI Data and
J{�� ^_ Maps):
fit- ,� I '�i -� j/ '� 1. Physical Map of the United
_ ./
, i I .tom#
States(2009)Created by the
caneu._ 4 b 11 '~ ry U.S.Park Service(Upper
• P � _�_- Copyright:©2015 DeLorme_I .�f ``\ f/ _✓" Inset)
sY,a�•�cam _
DeLorme World Basemap
��. j•• fes. digital mapping(2010,lower
Inset)
pa haw,NC(1972)
f ' 'si and Mebane,NC(1969)7.5-
¢ I ` Minute Topographic
< ' �' r r
Quadranglesy `J• provided by the
-- ` r" • SSL r o -^� � ✓ •-�- .,r; , J` __ U.S.Geological Survey
I � 1
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Drawn by: KRJ
Date: MAY 2015
S46 j �+ J I v
Scale: 1:20000
/{ 1 , " Project No.: 15-007
Legend � � � � G; ;Y ,, �� �� ,� _ - t� -` � �; FIGURE
- °
Motes Creek Site
County Lines (inset)
• - _ - _
0 0.5 1 2
Miles _ - - 1
�` I Copyright:©2013.NaUonal Geographlc`Soclety;I-cubed

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*-- .1
►-+�� Total Drainage Area at Site Outfall - 0.71 sq mi (455 ac) 4
Axiom EnvtronlMnla],Inc.
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Project:
1/
-- + t UPPER
,z l s CAPE FEAR
11
< + . '� _ • UMBRELLA
, ;x ` , �-- +• *�'*+ MITIGATION
BANK
ter': Alamance County, NC
s � t
Title:
MOTES CREEK
/�` •. _ w-• :W*�,k . ..,,.. .. ..: :
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TOPOGRAPHY PH
Y
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s NOc AREA
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F • "�.'fi—�.: Date:
�• ` APR 2015
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P f y e) Project No.:
.. ' ... �'
Legend ...::::::. 15-007
®Motes Creek Easement
QMotes Creek Drainage Area-0.47 sq mi (300 ac) f , �"��, �� l/ i/ \ FIGURE
QUT-1 Drainage Area-0.14 sq mi(89 ac)
QUT-2 Drainage Area-0.25 sq mi(155 ac) I _ �I •
QUT-3 Drainage Area-0.09 sq mi(58 ac) I r t
0 0.35 0.7 USGS 7.5 Minute Topographic Quadrangle Saxapahaw, NC
Miles
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S. ,.OaB '" O,aB ObB2
MapUnit Hydric Taxonomy d N
Symbol Ma Unit Name Status
Cd Chewacla fine sandy loam Class B Fluvaquentic Dystrudepts LC ,
EaB2,EaC2 Efland silt loam Non-hydric Typic Hapludults OaB2
HdD Herndon silt loam Non-hydric Typic Kanhapludults � ^,.. e� OaB
Lc Local alluvial land,poorly Class A NA ObC2
drained L
Orange silt loam
ObC2 Non-hydric Albaquic Hapludalfs � I`t
AOL
4 Ax anti Envimnmenia onc,
EaB2 Mr
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TaC2 LB Wetland aa HdC
C2 OaB2
TbC3
ff—9
RESTORATION
SYSTEMS i LLC
Lc
EbC3 ObC2
Cd
Project:
w ObC2
oa62 UPPER
EbC3 ,, CAPE FEAR
UMBRELLA
oa6 MITIGATION
Wd PA Wetland
D
- obc BANK
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EbC3 �ee Alamance County, NC
W Title:
F MOTES CREEK
DbB GaB2 EXISTING
ObC2 CONDITIONS
AND SOILS
wa -
Drawn by:
Mc DbD KRJ
� Date:
SH Wetland Lc JUL 2015
Legend -- rbc - GT? Oa.2 Scale:
LA Wetland 1:3500
Motes Creek Easement
Project No.:
Existing Streams TaB2 EaC2 15-007
s
Existing Wetlands SG WetlandJlt' SA and We
Bottomland Hardwood Forest
Headwater Forest Db6 ¢ HdD SC Wetland FIGURE
OStream Data Form -
Parcels SE Wetland GaC2 GaD2
Soil Boundaries SD Wetland HdD
A '" SF Wetland
" 0 250 500 1,000 1,500 HeC:3
Feet 2 W
HdC

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Easement
W.
Design , , tk
Stream Channel 1r ,
_ ' 4 � t j
Channel Backfill • 'I 1�1► Y r y �• s. _ , , �y,
Axiom Environmental, Inc.
s Major Topographic Line , �r ; UT 1
Minor Topographic Line sos
a s Start Enhancement 1
cAp
Cross Vane (Log or Stone) . ' y Sta 00+00
Vane Arm (Log or Stone) Elev 598.41
Drop Structure �� e',r, vT� F r Y
UT 1
Marsh Treatment Area
End Enhancement 1 RESTORATION
Piped Crossing Start Restorationi� SYSTEMS I LLC
Buildingor Structure Sta 02+59 Ind LB 1
Elev 596.24
r NOTES/REVISIONS
O Control Point � „� -.ldF . _ ! ,- ,.
W L
,- Wetland Restoration = 0.41 ac
® Potential Wetland Restoration = 0.29 ac
Wetland Enhancement= 0.44 ac
Area of Motes Creek ' ti
.a Start Restoration
ti
Potential
Wetland b ,,, Sta 00+00
4,� Elevation 588.88 ;.
Restoration Station 11+30 to
Station 11+61
i Non-Credit f
� ._. Generating
.pProject:
Backfill
-7i ,
X..' Motes Creek
Ponds
y, Mitigation Site
UT 1 End Restoration �. — _ Alamance County
�, r �„� � ;>io�. -• � "'f ,` ,
Sta 14+01 A �- �����yyyYYY North Carolina
Elev 578.5406
� �k .`tom•
{ .
BackfillAl LI
/ Wetland PA Pond
ISS
rYl ,rb'+• 1 - �!, , *� Title:
U. Station 13+21 to � �
Station 13+75 Restoration Plan
+? Non-Credit '
.' Generating
F" r a...,... ..,... .: Scale: FIGURE NO.605 11'' F 'ISS CAP ,
13 As Shown
Date.
Feb 2015 6A
_ o 100 n200 Project No.:
15-007.01
°7 � SCALE IN FEET

,t �`• �4F, 1NNY �, �' LEGEND
Easement
Station 13+21 to // w
s. Design Stream Channel
Station 13+75 arrA'
{ � Channel Backfill
tNon-credit AW
n
` Major Topographic Line
Generating Axiom Environmental, Inc.
r"-{ Minor Topographic Line
"^► i "`, Cross Vane (Log or Stone)
ilk� Vane Arm (Log or Stone)
?qtr Drop Structure
Marsh Treatment Area
t �` _,"+ ► Piped Crossing
- ._ t' t RESTORATION
Building or Structure
SYSTEMS I LLCMotes Creek Control Point
M N To of TerraCell
a p Wetland Restoration = 0.41 ac NOTES/REVISIONS
Sta 18+62 Station 15+11 to Wetland Enhancement= 0.44 ac
Elev 571.74
Motes Creek Station 15+78 UT 3
t,_ End Restoration
End Restoration ; „� Non credit
e Sta 05+66
•''., Bottom TerraCell
'`I Sta 19+27 Generating Elev 582.00 UT 2
End Enhancement II }. P
Elev 568.96 Start Enhancement
SJ Wetland SH Sta 01+23 }
"l . Elev 596.15 ,
Yw
. '�► �. Remove o
f '¢m
o610.52
�1. Spoil Piles ss CAP
UT 2
Bottom of TerraCell
`�• U T 2 -
jot
End Restoration Top of TerraCell : -� °C P704
Sta 20+71 Sta 20+30 Project:
Elev 569.33 F, Elev 572.22 :`
Motes Creek
s5 SAP . -
Mitigation Site
-.
Remove Wetland LAI /1
. . Spoil Piles •�' ,,� �` ;�f
r Wetland SG 9C753 ; k. �M :
ISS CAP Alamance County
,z. ► uT 2 North Carolina
UT 3 Start Enhancement 11
Sta 00+00
End Enhancement II Elev 598.77
Start Restoration ..
Sta 02+74 1 �w;,> K Title:
Elev 586.95 "d` Wetl bUT 2 Y
End Enhancement 1 Restoration Plan
Wetland SI Start Restoration
Sta 05+53
Elev 590.55
UT 3 * Scale:
FIGURE NO.
Wetland SD Start Enhancement 11 1- . As Shown
Sta 00+00
Date: ^B
Elev 590.00 Feb 2015 �rv�
y, 0 100 200 Project No.:
15-007.01
_ �<' SCALE IN FEET

POOL POOL Varries W bkf
VALLEY
RUN GLIDE RIFFI F RUN GLIDE RIFFI F SIDE SLOPE LIVE WILLOW
STAKES
COIR FIBER
EROSION PROPOSED
_WATER SURFACE
'ELEV, ION ___ CONTROL MATTING FLOODPLAIN Axiom Environmental, Inc.
- \\` 3 1 Class A and
\ _-- -- -- -- T- _ Cobble Slone
- -- -Tc- BANK SLOPE
EXTEND STONE wto
BOTTOM CIF BED MATERIAL UP
CHANNEL CHANNELBANK
W bOl
POOL-TO-POOL SPACING(K.) TO 1/3 D riff
(VARIES-SEE NOTE 1)
TYPICAL CHANNEL PROFILE TYPICAL RIFFLE CROSS-SECTION
RESTORATION
SYSTEMS I LLC
NOTES:
NOTES/REVISIONS
1. POOL-TO-POOL SPACING IS MEASURED FROM W OOI
CENTER OF POOL BEND TO CENTER OF POOL BEND.
COIR FIBER
EROSION LIVE WILLOW
CONTROL MATTING STAKES
SEE NOTE 4 PROPOSED
PROPOSED FLOODPLAIN?
FLOODPLAIN `
ARIES2
0
POOLLENGTH
MAX.1:1 SLOPE
/ HEAD OF
_ RIFFLE
TAIL OFHR1 TYPICAL POOL CROSS-SECTION
RIFFLE / \ TAIL OF i R2 /
loll, /- RIFFLE
DESIGN
HANNEL
IN
CG�
�,` �J� �OF \• �, Project:
p Ri F< CHANNEL CONSTRUCTION NOTES:
0 Z'
�� ,\
FLOW H� 1. MATERIAL EXCAVATED FROM CHANNEL AND FLOODPLAIN SHALL BE Motes C ree k
R1 USED TO BACKFILL EXISTING CHANNEL. Mitigation SIto
2. BANK PROTECTION SHALL CONSIST OF NATURAL COIR FIBER MATTING.
POOLLENGTH
TYPICAL CHANNEL PLAN VIEW 3. THE CONTRACTOR SHALL SUPPLY BED MATERIAL FOR THE ENTIRE BED Alamance County
LENGTH OF EACH RIFFLE SECTION. THE BED MATERIAL SHALL CONSIST OF North Carolina
A MIX OF CLASS A AND SMALLER STONE.
CHANNEL PLAN VIEW NOTES:
1.THE CONTRACTOR SHALL LAYOUT THE CHANNEL ALIGNMENT BY LOCATING CROSS-SECTION DIMENSIONS Title:
THE RADII AND SCRIBING THE CENTER LINE FOR EACH POOL BEND. THE
CONNECTING TANGENT SECTIONS SHALL COMPLETE THE LAYOUT OF THE CHANNEL. REACH Wbkf ft. Wbot ft_) Drift ft. Dthal ft. D ool ft. Wool ft. Wthal ft. PROPOSED DIMENSION,
2.FIELD ADJUSTMENTS OF THE ALIGNMENT MAY BE REQUIRED TO SAVE TREES Motes Creek(Upstream) 11.2 6.8 1.0 0.1 1.5 12.3 1.0 PATTERN, AND PROFILE
OR AVOID OBSTACLES. THE STAKE-OUT SHALL BE APPROVED BY THE CONSTRUCTION Motes Creek(Downstream) 12.5 7.3 1.2 0.1 1.8 13.5 1.0
MANAGER BEFORE CONSTRUCTION OF THE CHANNEL.
UT 1,UT 2 Upstream,and UT3 8.2 5.0 0.7 0.1 1.1 9.0 0.5
_r rUT 2 Downstream 10.1 6.1 0.9 0.1 1.4 11.0 0.5 Scale: FIGURE NO.
NA
Date: 7
Feb 2015
Project No.:
15-007.01

LOG CROSS VANE \
SCALE:NTS \
PLAN VIEW
FLOW \ \ CHANNEL
BANK
Y \ \
#57 STONE AND < \
CLASS'A'RIP RAPT NOTES: \ Axiom Environmental, Inc.
NATIVE CHANNEL A FILTER FABRIC 1.HEADER AND FOOTER LOGS SHALL BE A MINIMUM OF 18" A \
MATERIAL LOG SILL DIAMETER AND SHALL BE A HARDWOOD SPECIES. \ A
° (FOOTER LOG MAY BE SUBSTITUTED WITH PINE) \ t
- v— 2.A DOUBLE FOOTER LOG MAY BE REQUIRED IN SAND BED
STREAMS. CI-ANNLL t
FILTER FABRIC 3.ALL STONES ARE TO BE STRUCTURE STONES. BANK t I
/ 4.FILTER FABRIC SHALL BE PLACED ON THE UPSTREAM SIDE �I
OF THE STRUCTURE TO PREVENT WASHOUT OF SEDIMENT
HEADER LOG THROUGH LOG GAPS.FILTER FABRIC SHALL EXTEND LARGL
FROM THE BOTTOM OF THE FOOTER TO THE FINISHED GRADE I
ELEVATION AND SHALL BE PLACED THE ENTIRE LENGTH OF THE S i o N L /
STRUCTURE.FOO
LOG O 5.PERPENDICULAR ROOTWAD LOGS ARE REQUIRED IF THE LOG / V LOG VANE
B B VANE ARM DOES NOT HAVE A ROOTBALL TO TIE INTO THE BANK. FILTER
/ D EP . / // /)) i FABRIC RESTORATION P OL - SCOUR / //
HOLE / /// // / / LARGSYSTEMS I LLC
E
HEADER LOG STONE
A COIR LOG /
(ANKFULLNK i l 11 �i� NOTES/REVISIONS
NATIVE C RIP RAP/ FLOW ) I
NATIVE CHANNEL /
MATERIAL
#57 STONE/NATIVE O SCOUR
EXISTING TOP OF BANK EXISTING CHANNEL MATERIAL / POOI \/ /
GROUND rHEADER LOG (BANKFULL) rGROUND
COIR LOG NOTE:
BACKFILLED AND COMPACTED i POOL - FILTER ELEVATION STREAMBED FILTER FABRIC TOED IN AND DRAPED PLAN VIEW
WITH#57 STONE AND 3Q"-$ Tj� Q@"� FABRIC ON UPSTREAM SIDE OF LOG VANE
CLASS W RIP RAP/NATIVE T � � C FOOTER LOG PRIOR TO BACKFILL. scnLL n.I.s.
CHANNEL MATERIAL
EA
STRMBED FILTER FABRIC SECTION A-A
ELEVATION FOOTERLOG LARGE
SECTION B-B STONE
TOP OF BANK /
REACH ARM LENGTH(FT.) CHANNEL DEPTH(FT.) LOG VANE
1
rBANKFULL
_ I_ ——— ----- --------�II _
Motes Creek and UT 2 Downstream 11 1.0-1.4 I 1—I
LARGE
STONE
UT 1,UT 2 Upstream,and UT 3 8 0.7-0.9
FILTER Project:
FABRIC BOTTOM OF
I I-11 — IT_I-1 I E]I I-1 CHANNEL
111-1 I E]I
NOTE: Motes Creek
HEADER AND FOOTER STONES ARE LARGE,ANGULAR BOULDERS -
MEASURING A MINIMUM OF 24"ALONG THE SHORTEST DIMENSION.
\ 5 EXIST. 5
CHANNEL /� CROSS-SECTIONA-A Mitigation Site
HEADER / SCALE: N.T.S.
CHANNEL CHANNEL \ STONE /
BANK I ,� I BANK / Q
� FILTER � \
FABLARGE RIC I o Alamance County
TOP OF BANK STONE
:F.> :::,:,..;;,•,I,>>;,.F
A A North Carolina
IQ I BANKFUL _L _______ ___ ,J
FOOTER i0-15°
I I ELEVATION A-A STONE _
I I FLOW
20-30 20-30
y BOTTOM OF CHANNEL
ARM LENGTH ��j��....__
HEADER STONE
HEADER STONE BACK FILL / OG VANE Title:
0.5 TO GRADE
~� FOOTER STONE CHANNEL TYPICAL
DE TH FLOW FILTER
FOOTER ®
® ® STONE I — — — — EXIST. FABRIC STRUCTURE
GROUND NOTE: DETAILS
";r'... i•.., FILTER FABRIC TOED IN AND DRAPED
I I PROFILE B-S ON UPSTREAM SIDE OF LOG VANE
q� .IL I SCALE NTS. PRIOR TO BACKFILL.
/"1 7Y ROCK FILL FILTER FABRIC Scale:
HERENEEDED STONE) NO SCALE FIGURE NO.
PLAN VIEW PROFILE B-B
Date: A
TYPICAL CROSS-VANE
TYPICAL LOG VANE Feb 2015
Project No.:
15-007.01

WATER SURFACE
ELEVATION
TR TERRACELL
181NTERRACEL
SYNTHETIC GEOGRID
BR TERRACELL 18 IN TERRACELL
SYNTHETIC GEOGRID Axiom Environmental, Inc.
�� ------- 3 3 ———————
�� 1 1
FILTER CLOTH
\` \Afhkf It
FILTER CLOTH
Wbot 6.0 ft
RESTORATION
PROFILE CROSS-SECTION SYSTEMS I LLC
RIP RAP
(SEE NOTES) NOTES/REVISIONS
TERRACELL STRUCTURE NOTES: TERRACELL STRUCTURE NOTES:
1. CONTRACTOR WILL INSTALL 18-INCH TERRACELL SYNTHETIC GEOGRID AS PER THE MANUFACTURER'S 1. CONTRACTOR WILL INSTALL 18-INCH TERRACELL SYNTHETIC GEOGRID AS PER THE MANUFACTURER'S
SPECIFICATIONS.
SPECIFICATIONS.
2. AT BOTTOM RIFFLE DOWNSTREAM FROM TERRACELL STRUCTURE THE POOL WILL BE ARMORED WITH 2. ONCE THE SYNTHETIC GEOGRID HAS BEEN INSTALLED,GEOCELLS WILL BE BACKFILLED WITH GRAVEL
EROSION CONTROL FABRIC AND CLASS 1 RIP RAP OR OTHER SUITABLE MATERIAL. AND TOPSOIL AND PLANTED WITH EROSION CONTROL GRASSES AND WILLOW STAKES(SAL1YN/GR.4).
Tie to Exislin Grade
Side Slope al 8 to 1
IL
LL P
SWedanler DITCH OR Project:
Wetland Stormwater
PIPE INLET
Welland
Grade ...of - -
PROFILE WetlandallSlol /
SECTION A-A � /
Motes Creek
Mitigation Site
Alamance County
North Carolina
Title:
J
TYPICAL
RIP RAP OUTLET STRUCTURE` \ I O /
�\ DETAILS
DEEP POOL _ RIP RAP
BASIN Scale:
FIGURE NO.
NO SCALE
Date:
Feb 20158B
MARSH TREATMENT AREA Project No.:
15-007.01

Piedmont/Low Mountain Dry-Mesic Oak- Marsh Treatment Stream-side
Vegetation Association TOTAL
Alluvial Forest* Hickory Forest* Wetland** Assemblage**
LEGEND
Area(acres) 9.7 3.3 0.1 3.8 16.9
Species #planted* %oftotal #planted* %oftotal #planted** %oftotal #planted** %oftotal #planted Easement
Tagalder(Alnusserrulata) -- – – -- 27 10 517 5 544 Design Stream Channel
River birch(Betula nigra) 660 10 -- -- -- -- 517 5 1176 Major Topographic Line
Axiom Environmental, Inc.
Ironwood(Carpinus caroliniana) -- – 449 20 -- – -- -- 449 Minor Topographic Line
Buttonbush(Cephalanthus occidentalis) -- – – -- 54 20 -- -- 54 Piedmont/Low Mountain Alluvial Forest
Red bud(Cercis canadensis) -- – 337 15 -- – -- -- 337
� Dry-Mesic Oak Hickory Forest
Sweet pepperbush(Clethra alniJolia) -- – – -- 41 15 -- -- 41
Marsh Treatment Wetland
Silky dogwood(Corn us amomum) 660 to -- -- 41 l5 2067 20 2768
Persimmon(Diospvros virginiana) -- -- 224 l0 __ __ __ __ P24 Streamside Assemblage
White ash(Fraxinusamericana) -- – 112 5 -- – __ __ 112 O Building or Structure
Green ash(Fraxinuspennsylvanica) 1319 20 – -- -- – 2067 20 3386 RESTORATION
Blueberry(Vaccinium corvmbosum) -- – – -- 27 10 -- -- 27 SYSTEMS I LLC
Tulip poplar(Liriodendron tulipiJera) 660 l0 – -- -- – -- -- 660
Sycamore(Platanusoccidenialis) 1319 20 – -- -- – 2067 20 3386 NOTES/REVISIONS
Black gum(Nvssa svlvatica) -- -- 337 15 -- -- -- -- 337 `
Water oak(Quercus nigra) 989 IS 449 20 -- -- 1034 10 2472 -�
Willow oak(Quereusphellos) 989 15 337 15 -- -- 1034 10 2360 -
Black willow(Salix nigra) -- -- -- -- -- -- 1034 10 1034 '
Elderberry(Sambucus canadensis) -- -- -- -- 54 20 -- -- 54
Possumhaw(Viburnumnudum) -- -- -- -- 27 to -- -- 27 - `� ✓�
i�—
TOTAL 6596 1 100 1 2244 1 100 1 272 1 100 10336 100 19448
*Planted at adensity of 680 stems/acre.
**Planted at a density of 2720 stems/acre.
Project:
Motes Creek
Mitigation Site
Alamance County
North Carolina
� l
Title:
PLANTING PLAN
Scale: FIGURE NO.
AS SHOWN
r Date:
! Plant Trees in These Feb 2015
Wooded Wetland
Areas. Project No.:
%WE6 Zso 15-007.01
SCALE IN FEET

11 m .-A' .Mrd >r - - 'd ' {• y t f . ,4
a• i. t w L.'+i'A Y'. - �` ,..1�.!
LEGEND "a �+► +tit .. ; i rYYv's"N 17-~`r 1 Y �� r'`� '
r"
Easement "
Design Stream Channel './ / w UT 1 ' :y
?sq AW
Start Enhancement 1 r {
Channel Backfill 'I Sta 00+00 rt Axiom Environmental, Inc.
a
Elev 598.41 };" ��_ v
y Major Topographic Line
1� Minor Topographic Line End Enhancement 1
7� Start Restoration .
Cross Vane(Log or Stone) Sta 02+59
Vane Arm (Log or Stone) Elev 596.24 A M .� y. t
AL vt
Drop Structure {A
-- Marsh Treatment Area RESTORATION
Moles Creek + r
Vegetation Monitoring Plot x y Start Restoration SYSTEMS I LLC
r
,.i Sta 00+00 �
Groundwater Gauge 4, Elevation 588.88
_ +l '� •,W
• Surfacewater Gauge ss t NOTES/REVISIONS
Monumented Cross Section
ti
0 Control Point
,
Wetland Restoration=0.41 ac •• �� t
Wetland Enhancement=0.44 ac ` s ` + {'
•
® Potential Wetland Restoration =0.29 ac UT 1End '4
" ( Sta 4+01 ration - a ^ s
1,.- - ••
Elev 578.54
L s k.
10�
y _
Project:
Motes Creek
l T End Restoration
er y - � ' a � Motes Creek
Bottom TerraCell ,
y6 _ Sta 19+27 13S cm_= Motes Creek
Elev 568.96Top
Sta of 18+62 Mitigation Site
/ Elev 571.74 UT 3 End Enhancement II
' 4• 1�", `6 t ; . i.� End Restoration r Start Enhancement I
Sta 05+66 + ° Sta 01+23
'7 Elev 596.15 �y�
} UT2 , r r � � P
Elev Alamance County
t E �, I• r !h, on Bottom of TerraCell
s
End RestorationSta 20+71
\ ss"� n.`, + .•': tti North Carolina
AT:
I Elev 569.33
S l.� •'•�1 '-!" `f 0,7-ti i' � �•, �-,`1, ass ciF.s: if'rn .i^ ;L' r'k •f��, �v Y•.
.P -4. a r r :iV r. ., _ -. 1a�.. � c, l _.. •+' a`.. re" l ..r.
Title:
14
UT 2
Top of TerraCell UT 3
Sta 20+30 End Enhancement II -, Monitoring Plan
Elev 572.22 Start Restoration �
r}: Sta 02+74 na4 �•
'-~•. Elev 586.95 '
'� t 1 +' ��.I,'�11�'�l'" �' w�ty '�r yly ilr ,�':•T9n _ _ UT 2 Scale:
` �,ai} >i ! 1!'��`� *�t��.•• 1"fi�Fu` 'k Start Enhancement 11 FIGURE NO.
UT St 0+0
As Shown
3 End Enhancement 1 Elev 598.77
f Start Enhancement II
�{ Start Restoration Date:
Elev00+00
590 00�} Sta 05+53 Feb 2015 1 0
Note:Permanently monumented cross sections will be established and monitored Elev 590.55
' Project No,:
approximately every 50 feet along stream restoration and enhancement (Level q reaches - ,, y o ,zs z5o
•.. u
15-007.01
,�. £? '',\• SCALE IN FEET