20150846 Ver 1_Maps_20150825

Strickland, Bev
From: Kevin Nunnery <knunnery @biohabitats.com>
Sent: Tuesday, August 25, 2015 5:39 PM
To: Strickland, Bev
Subject: RE: DWR# 150846 - UNC - Battle Grove Regenerative SW Conveyance
Attachments: Attachment G.pdf
Kevin Nunnery
Senior Ecologist
919.781.1653
919.815.2309 cell
www.biohabitats.com
�
'44b wdil K WI A AtlLANnI.. IWI U oP. L U 40M
Rcsloiv ih(! 1?vr -1h & Ir spir °sr t?�:r lr g;ir�wl ° "�sr,i °v sls9ailr
7904 Hilburn Drive
Raleigh, NC 27613
From: Strickland, Bev rmai Ito: bev.strickland(a)ncdenr.govJ
Sent: Tuesday, August 25, 2015 2:06 PM
To: Kevin Nunnery
Subject: RE: DWR# 150846 - UNC - Battle Grove Regenerative SW Conveyance
1011301 M.
B veidy Stu ^iiclldand, tri o ^tidh Adnihnu strator
NCDENR - Division of Water Resources
Physical: Suite 1219, 512 N Salisbury, NC
Mailing: Mail Service Center 1617, Raleigh, NC 27699 -1617
Phone# 919 - 707 -8789
Email Address: Bev.Strickland @ncdenr.gov
From: Kevin Nunnery rmai Ito: knunnery(a)biohabitats.coml
Sent: Tuesday, August 25, 2015 2:04 PM
To: Strickland, Bev
Subject: RE: DWR# 150846 - UNC - Battle Grove Regenerative SW Conveyance
Hi,
Which large maps are you referring to the figures, or the plans?
Kevin Nunnery
Senior Ecologist
1

919.781.1653
919.815.2309 cell
www.biohabitats.com
"
'44b wdil K WI A AtlLANnI.. IWI U oP. L U 40M
Rcsloiv ih(! t?vi -1h & Ir spir °sr t?�:r lr g;ir�wl ° "�sr,i °v sls9ailr
7904 Hilburn Drive
Raleigh, NC 27613
From: Strickland, Bev rmai Ito: bev.strickland(d)ncdenr.govJ
Sent: Tuesday, August 25, 2015 1:59 PM
To: Kevin Nunnery
Subject: DWR# 150846 - UNC - Battle Grove Regenerative SW Conveyance
Mr. Nunnery,
Can you please send me a pdf version of the large maps sent with the above project? When I scan them they are coming
out to light to read.
Also, below is a link to the 401 project listed above.
http:// its .enr.state.nc.us /Weblink8 /0 /fo1/299540 /Rowl.asox
Thanks
Bev
B v iHy Stu ^iiclldand, tri o ^tid Adnihnu strator
NCDENR - Division of Water Resources
Physical: Suite 1219, 512 N Salisbury, NC
Mailing: Mail Service Center 1617, Raleigh, NC 27699 -1617
Phone# 919 - 707 -8789
Email Address: Bev.Strickland @ncdenr.gov

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CHAPEL HILL, ORANGE COUNTY, NORTH CAROLINA
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THALWEG
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42" OAK\
EXISTING YARD INLET 36 OAK
G�
RIM = 453.9' BRICK �O
INVERT IN (N) = 450.7' 8'S� \ PASO / O�
INVERT IN (E) = 451.5' � \ �
INVERT OUT (S) = 450.6' /
42" OAK � \
/6 OA�I �p 18" SWEETGUM-
EXISTING \ \
YARD INLET / E / / U)
f �- �Q WILLOW�AK--
RIM = 453.3'
INVERT OUT (S /W) = 451.3'
EXISTING DROP INLET /�Y- _U)_
RIM = 453.8' / o� \G /co
INVERT IN (N/ 445.1'
\2�c< INV RT IN (/ _45.2' � \ `
}
INV T OUT / 44.9' / 3 / / / DROP INLET J0
XI
E'S�TING - \
/ 00 RIM = 448.9' \ �
30" OAK
CP / / / INVERT IN N/E - 446.3' / \
INVERT IN (N /W) = 444.6' 24" KENTUCKY COFFEE - _ O
4" OAK �- TEM�ORY �EDICfiMA K O�
2 I INVERT OUT (S /E) = 444.1' / p / \ BENCH TIE IN 30" OAK
U ' U) NOD 88 ELEVATION = 5
LI TING GOO PROPOS =D ~ 36 >SWEETGUM
// G TES I / �G(�EHOLE I 30" SWEETGUM -
2 6" &NAME AL /
E I D LT �i6" SWEETGUM /
36" HICKORY I k 1,
�
(S/ 2 INVE IN ) \2' ' S / PROPOSED BOREHOLE 2" CEDAR
ERO T
F SO co
4" DOGWOOD UN � GROUND � 2 UN SOTR I 10" MAPLE
\
VARY OTAISIS `� SO RCp EXISTING DROP INLET 12 OAK
\
FIELD ® S N E E RIM = 446.4'
18" PERSIMMON Sp INVERT IN (N) = 443.7' -'
\ ` �, � p
®� S INVERT IN (N /W) = 443.6' 10" ORNAMENTAL
y2 �� 12" CEDAR-,,,, \ INVERT OUT (S /E) = 443.5' ,� sROPOS D BOREHOLE
EXISTING STORM MANHOL \ \
TOP OF VkULT EL.= 451.93 L
RIM = 453.6' B� OF VACJ�T EL.- 443.80 32" SWEETGUM EXISTI G 2.5'x 6.0' DOUBLE
BOT�OM OF MANHOLE = 44.5 BOT. OF SUMP P1T EL.- 440.58 \ \ BARR BOX CULVERT WITH
N (FULL )OF WATER - UNABLEO \ \ 20" OAK HEADWALL - (SEE PICTUR
�2 DETERME CONNECTIVITY) \ \ \ \ \ \ `� \ 16" BALD CYPRESS f
I 3Qfl' OAK I T - 441.1' -
CHILLED'WAT ,R CRE \ \ 12" MAPLE \
6" DOGWOOD WITH \ \ 30" SWEEIGUM „NOp
N �� UND GRO \ 6„ OP`s J \ �NVERT = 441.5 OCKWALL CNp,N�IEL
�2 WAT UL \ \ \ I INVERT = 441.6' R ��NE0
\ I 24" SWEETGUM \ �- SCONE �6 "S�IVEETG
26" SWEETGUM , K :::; 24" SWEETGUM G
�
PTP O TEMPORAIRKBENCHMAR� \ 18 SWEE�GIL M
�
0' ` B�FNCHTIE IN 3 OA \ \ / ® i 20" SWEETGUM/
�Z �� I NAVD ELEVA ON7.98' \ \ x \ EXISTING CO'N Nq��k ET IYCH'`
EXTENDS BR ICK / ` _ 4 ORNAMENTAL j 6Zlck
\ WALK (EN I�E ARE
N 30'�AF HpT WA T LINE \ S C RECTL.Y)
�2
"OAK O INVERT 444.3'
\ 8" DO WOQD " DOGWOOD",,
N
CONCRETE PAD ��wp,LL
WIT TRAFFIC Rr
SIGNAL BOX
24 "(�QAK
SIGNA r1D)
2 BOX S 79 °59"31 W 468.3
N AVENUE
LOCALIZATION POINT ER M D N
2 /
REBAR & CAP E• CA IPSP�A��I OS
NC GRID (NAD 83/2011)
NC GRID NORTH: 787334.7070' N
NC GRID EAST:1985782.5128' 72
NAVD 88 ELEV: 459.26' OS
COMBINED FACTOR = 0.999792893 /
P
2
9 °s
460.68
OS
EXISTING CURB INLET EX S�"
RIM = 460.0' OS
INVERT IN (S /W)= 456.5' /
INVERT IN (S) = 455.8' S
INVERT IN (S /E) = 455.8' O
INVERT OUT (N /E) = 455.7'
SO 12„
n.
BV \\c
=8" CLAY INVERT= 444.1'
EXISTING CURB INLET
lel RIM = 448.6!
INVERT -�43� Up RT IN (S) = 44422%
_
N.
�GCURB �a
E)C \S1 \N Move
�a cfi
�a �o
EXISTING DROP INLET
RIM = 453.4'
INVERT = 449.5' (BOTTOM OF
BOX)
_ee INVERT GUT (444.1'
12" Cp AY
C,
EXISTING CURB INLET
RIM = 448.7'
INVERT IN (S/W) = 445.9'
INVERT OUT (N) = 445.6'
- EXISTING DROP INLET
RIM = 449.3'
INVERT IN (S /W) = 445.9'
INVERT IN (S /E) = 447.4'
INVERT IN (E) = 446.5'
INVERT OUT (N /E) = 445.8'
EXISTING CURB INLET
STONE RIM = 447.0'
STEPS O INVERT IN (W) (BOX CULVERT) = 441.1'
INVERT IN (S) (12" PVC) = 444.8'
INVERT OUT (E) = 440.9'
EXISTING CURB INLET
`�' RIM = 446.3'
24 "SDP (GIS �O-o CERT OUT (S) = 443.6'
�D S CP (GIS)
- SD SD
12" PVC APPROXIMATE
LOCATION OF
UNDERGROUND
JUNCTION BOX REBAR &
C CAP NAVD
88 ELEV:
\446.70'
EXISTING CURB INLET G
RIM = 446.3'
INVERT OUT (E) (12" PVC) = 445.1'
CURB INLET IS FULL OF DEBRIS
UNSURE OF CONNECTIVITY
INVERT = 443.8' (BOTTOM OF BOX)
E. CAMERON AVENUE
II (ASPHALT)
/
HORIZONTAL SCALE
0 20 40
REUSE OF DOCUMENTS:
This document and the ideas and designs incorporated herein, as an instrument of
Professional Service, is the property of Biohabitats, Inc. and is not to be used in whole
or in part, for any other project without the written authorization of Biohabitats, Inc.
THE UNIVERSITY OF NORTH CAROLINA
AT CHAPEL HILL
209 SOUTH ROAD
CHAPEL HILL, NORTH CAROLINA
27599
THE UNIVERSITY
of NORTH CAROLINA
at CHAPEL HILT.
DATE: ISSUES / REVISIONS
05/03/2013 10% PLANS - NOT FOR CONSTRUCTION
08/31/2013 30% PLANS - NOT FOR CONSTRUCTION
to
al s
SOUTHEAST ATLANTIC BIOREGION
8218 Creedmoor Road Suitc 200
Ralcigh, NC 27613 / ph: 919.518.0311
fx: 919.518.0313 / www.blohabitats.com
Kestore the Earth Inspire Ecological Stewardship
UNC AT CHAPEL HILL
CAPITAL
IMPROVEMENT
PROJECT RETROFIT
INVENTORY - BIG
VALLEY
TITLE:
EXISTING
CONDITIONS
PROJECT NO.: 12808.01 SCALE: VALUE
SEAL: BY. SH /KG /TB CHECK: JH /TB
DWG. NO.:
2 OF 12

\ / J
NOTE: ALL UNDERGROUND AND OVERHEAD UTILITIES MUST BE LOCATED,
0 PROTECTED AND /OR RELOCATED DURING CONSTRUCTION.
p 42" OAK
O
CONSTRUCTION ACCESS TO BE FROM op \
PARKING LOT ADJACENT TO MC LEAN
HALL. STO KPILE AREA TO BE
i
LOCA IED IN PARKING LOT. o
EXISTING YARD INLET va 36" OAK
co 6��G o
RIM = 453.9 ��p� �` <\\ BRICK ✓ �O
INVERT IN (N) = 450.7' 8'•S PASO INVERT 0
INVERT IN (E) = 451.5'
INVERT OUT (S) = 450.6' / y<
/ o 42" OAK USE HARDWOOD MAT T PRO T
EXISTING PIPE TO BE o BRICK WAiK FROM DAM A E
/ -
DAYLIGHT ED -___ELEV. oo
�„ _448.7
6 OAI . LOp� -�O� 18" SWEETGUM - \
EXISTING YARD INLET / / E / c -3Q" WILLOW r)AK _ J,
RIM = 453.3' _� 00
INVERT OUT (S/W) = 451.3'
450, OQ
�. \ --20_PINE- 2
0 1
PJ'� / / // -�
EXISTING DROP INLET do
G�� -
RIM = 453.8
24 INVERT IN (N/ 445.1' / / %�j yOQ ` O 01 \ J
\ �C<
INVIERT IN - 45.2' / Q� Q \
INV T OUT / - 44.9'
/ N DROP INLET - O \ \
.✓ / / /RIM = 4 8.9' X08 U \ OAK
' „ qGP 36'%eiA / INVER IN (N /E) = 446.3' 30
\ x
36 �O
tP
INVER N (N /W) = 444.6' tA24 KENTUCKY OFF_ EE p
72 / DROP INLET AS INVER t)UT (S /E) = 444.1' 0 448 \ BENCH TIE IN 30 OAK A K
`' SH WN ON SHEET 7. REACH B o W® o0 I NAVD 88 ELEVATION = 45 <<
_xI TING � '-
N '�' �' G ATE SOQ o E P� EOS =D 3�WEETGUM 30" SWEETGUM
// 0 � N
v2 / 6 "1 RNAME AL d REMOVE 8" CLAY PIPE. /
L - O /
E I D T 445 O RF 36" SWEET 36" HICKORY POSSIBLE LOCATION
I 1. 0� qC
Z r INVE IN ) yC FOR PEDESTRIAN
ER T (S/ = 4. X447 �R _ BRIDGE.
443 \ Lo REACH D
A F OXIMATE LO SO � ►� - MoD ,
4" DOGWOOD UN GROUND STR 445 �� 10" M� ; \
N OCATI < goo �o Q� INSTALL NEW WING
�2 \ d�� � � I ��, - �o I D �O 00 A
VARY T IS s �o �� I I O LODE/ WALL Op EXISTING
FIELD I S N E E 1P P IVIO'
NVE 44 CULVERT
IN �Q2 RNAMENTAL 445 EXISTING CURB INLET
N ® Z_ 'f�IVE U = ��►. PRA I . L
OVE EXISTING � \ .2 C AFB � f 00 00 � � � /� STONE RIM = 447.0'
EXISTING STORM MANH , 4 / STEPS INVERT IN (W) (BOX CULVERT) = 441.1'
24 RCP. O OF U T EL.= 451.93 - �' oo ` O INVERT IN 12" PVC = 444.8'
RIM = 453.6' ,- �' DOUB
� BO OF VA L EL.= 443.80 \ 32" E G + XI G 2.5' x ( ) ( )
BOTTOM OF MANHOLE - 44.5 � \, BOT. SUMP T EL.= 440.58 Qo� <
RR, CL,442RT W M INVERT OUT (E) = 440.9'
(FUL�F WATER - UNABLE O \ O -SEE PICTUR O
DETERMN�E CONNECTIVITY) \ �e 00 20 OAK O �� OO '_oYNRC33 a 440- EXISTING CURB INLET
\ \ \ \ vr�, G - 44 RIM = 446.3'
CHILLED�ATL� \ CRE \ \ 12"MAPLE O \ �___ - 439 �+ 24" RCP (GIS) �p-o VERT OUT (S) = 443.6'
„ O 30 SWEE GUM 8 " SD „
WITH
6 DOGWOOD \ \ > 401 )AK's O d0 H D, u W L - 441 -� _1 D 24 CP (GIS
N UND IZGRO �.,, �� SO
)
d - I T- 441.6' 0 ET I SD
�Z � WAT P� \ \ \ 2 ' S ET(IUN / 0443 6' `SWEET
12" PVC APPROXIMATE
EMOVE EXISTING 26 SWEE UM �- KWp,� GUM G�'� LOCATION OF
N J N� Op / TEMPORAIKBENCHMARk\ DROP INLET. o P OP ?
B�ENCHTIE IN 3 " OA \ \ 18" SW I GUM UNDERGROUND\
l ' JUNCTION BOX
2 I NAVD a8 ELEVA�ON 7.98' \
� y REMOVE BOTH 18 HDP EXISTING C NCREI"a I H q.45
<< �. EXTEND U BRIC ORNAMENTAL R
\ TO OUTLET. FILL
H T WA T LINE REMAINING PIPE WITH WALK (EN PIP ARE 4 � CUT EXISTING WAL
N 30 "ZTA \ S�r REC Go,
y2 „OAK \ \ PLOWABLE FILL. `�/ INVE T 4447 aO �, TIE BOUt6ER BANK -
�4 \ EXISTING CURB INLET -
-`\ 8" DoG� o6D DOGWOOD i � - PROTECTION INTO RIM = 446.3
\ \ y - - - - EXISTING WALL. INVERT OUT (E) (12" PVC) - 445.1'
CURB INLET IS FULL OF DEBRIS
(P UNSURE OF CONNECTIVITY
-y- 8 _ - INVERT = 443.8' (BOTTOM OF BOX)
Go - 18" CLAY INVERT = 444.1' _ _
CONCRETE PAD PLL E. CA ERON AVt1V U�
�I _ EXISTING CURB INLET
WIT�TRAFFIC V10 Wp.LK �� Q RIM = 448.6 / (ASPHALT)
(PP SIGNAL BOX gR \GK OS INV T i RT IN (S) = 444,2!
Z 24" AK \ % \� -� INVERT QIJT (444.1'
SIGN \ E BOULDER BANK PR�ECTION
cP Box A ND� INTO PROPOSED WIN L. - - - - - - EXISTING CURB
46831 0
�2
S79059,
W
CS ' / - _ _ _ Uv EXISTING CURB INLET
RIM = 448.7'
(P vENtJE O I L� - - `�' 12 SDLAY INVERT IN (S /W) = 445.9,
A _ - INVERT OUT (N) = 445.6
LOCALIZATION POINT MERoN) S GvFtB CYO
REBAR & CAP E• GA IPSP O EX�S��NG MQ) p 01.9
NC GRID (NAD 83/2011)
NC GRID NORTH:787334.7070' (P / OS
NC GRID EAST: 1985782.5128' 72 EXISTING DROP INLET
NAVD 88 ELEV: 459.26' OS o A RIM = 449.3'
COMBINED FACTOR = 0.999792893 / C �pG�Q' INVERT IN (S/W) = 445.9'
�ZG, �� INVERT IN (S /E) = 447.4'
2 2I / INVERT IN (E) = 446.5'
OS / O INVERT OUT (N /E) = 445.8'
9 0 �
THE UNIVERSITY OF NORTH CAROLINA
AT CHAPEL HILL
209 SOUTH ROAD
CHAPEL HILL, NORTH CAROLINA
27599
THE UNIVERSITY
of NORTH CAROLINA
at CHAPEL HILT.
DATE: ISSUES / REVISIONS
05/03/2013 10% PLANS - NOT FOR CONSTRUCTION
08/31/2013 30% PLANS - NOT FOR CONSTRUCTION
SD -
-A REBAR & 10 a �l..s
O CAP NAVD SOUTHEAST ATLANTIC BIOREGION
88 ELEV:
\ 446.70' 8218 Creedmoor Road Suitc 200
\ G Ralcigh, NC 27613 / ph: 919.518.0311
fx: 919.518.0313 / www.blohabitats.com
Kestore the Earth Inspire Ecological Stewardship
UNC AT CHAPEL HILL
CAPITAL
IMPROVEMENT
PROJECT RETROFIT
INVENTORY - BIG
VALLEY
TITLE:
PROPOSED
/ `�
460.68 HORIZONTAL SCALE
os
EXISTING CURB INLET EX S�W
RIM = 460.0' OS EXISTING DROP INLET 0 20 40
INVERT IN (S /W)= 456.5' / RIM = 453.4'
INVERT IN (S) = 455.8' S INVERT = 449.5' (BOTTOM OF
INVERT IN (S /E) = 455.8' O BOX) REUSE OF DOCUMENTS:
INVERT OUT (N /E) = 455.7'
S This document and the ideas and designs incorporated herein, as an instrument of
D�q y Professional Service, is the property of Biohabitats, Inc. and is not to be used in whole
or in part, for any other project without the written authorization of Biohabitats, Inc.
CONDITIONS
PROJECT NO.: 12808.01 SCALE: 1 " = 20'
SEAL: BY. SH /KG /TB CHECK: JH /TB
DWG. NO.:
3 OF 12

PROF _E VIEW 0= R=AC-1 B ADD D
TIE INTO EXISTING BOX
450 —
STA = 0 +00.0 ELEV = 447.3
430
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STA = 10+21.4 ELEV = 449.3
450— 450
EX. 81 . CLgy
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6i
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THE UNIVERSITY OF NORTH CAROLINA
AT CHAPEL HILL
209 SOUTH ROAD
CHAPEL HILL, NORTH CAROLINA
27599
THE UNIVERSITY
of NORTH CAROLINA
at CHAPEL HILT.
DATE: ISSUES / REVISIONS
05/03/2013 10% PLANS - NOT FOR CONSTRUCTION
08/31/2013 30% PLANS - NOT FOR CONSTRUCTION
g to a Ditats
SOUTHEAST ATLANTIC BIOREGION
8218 Creedmoor Road Suitc 200
Raleigh, NC 27613 / ph: 919.518.0311
fx: 919.518.0313 / www.blohabitats.com
Kestore the Earth Inspire Ecological Stewardship
420 I I 426 430 430
0 +00 1 +00 2 +00 3 +00 3 [phone] U N C AT CHAPEL HILL
STATION S TAT I O N CAPITAL
IMPROVEMENT
PROFILE LEGEND
PROJECT RETROFIT
V 4 INVENTORY - BIG
EXISTING E
R VALLEY
PROPOSED T
I
DEPTH OF SAND FILL G` TITLE:
A 2
S PROFILES
C
A
COBBLE RIFFLE L
E 0
PROJECT NO.: 12808.01 SCALE: AS SHOWN
>X HORIZONTAL SCALE SEAL: BY: SH /KG /TB CHECK JH /TB
CASCADE
DWG. NO.
0 20 40
REUSE OF DOCUMENTS:
This document and the ideas and designs incorporated herein, as an instrument of
Professional Service, is the property of Biohabitats, Inc. and is not to be used in whole
or in part, for any other project without the written authorization of Biohabitats, Inc.
4 OF 12
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THE UNIVERSITY OF NORTH CAROLINA
AT CHAPEL HILL
209 SOUTH ROAD
CHAPEL HILL, NORTH CAROLINA
27599
THE UNIVERSITY
of NORTH CAROLINA
at CHAPEL HILT.
DATE: ISSUES / REVISIONS
05/03/2013 10% PLANS - NOT FOR CONSTRUCTION
08/31/2013 30% PLANS - NOT FOR CONSTRUCTION
g to a Ditats
SOUTHEAST ATLANTIC BIOREGION
8218 Creedmoor Road Suitc 200
Raleigh, NC 27613 / ph: 919.518.0311
fx: 919.518.0313 / www.blohabitats.com
Kestore the Earth Inspire Ecological Stewardship
420 I I 426 430 430
0 +00 1 +00 2 +00 3 +00 3 [phone] U N C AT CHAPEL HILL
STATION S TAT I O N CAPITAL
IMPROVEMENT
PROFILE LEGEND
PROJECT RETROFIT
V 4 INVENTORY - BIG
EXISTING E
R VALLEY
PROPOSED T
I
DEPTH OF SAND FILL G` TITLE:
A 2
S PROFILES
C
A
COBBLE RIFFLE L
E 0
PROJECT NO.: 12808.01 SCALE: AS SHOWN
>X HORIZONTAL SCALE SEAL: BY: SH /KG /TB CHECK JH /TB
CASCADE
DWG. NO.
0 20 40
REUSE OF DOCUMENTS:
This document and the ideas and designs incorporated herein, as an instrument of
Professional Service, is the property of Biohabitats, Inc. and is not to be used in whole
or in part, for any other project without the written authorization of Biohabitats, Inc.
4 OF 12

COBBLE RIFFLE
BOULDER CROSS SECTION
TIE -OUT BOULDER
EXISTING GRADE
GEOTEXTILE
JG GROUND
)ER
VI III VI \l11VL/ I ILL ALL VOIDS
WITH COBBLE
r7LfMU 01 I Nr56,00MMMM7 MI
NOT TO SCALE
A -AXIS (LONG)
i
WIDTH – SEE TABLE
COBBLE RIFFLE
COBBLE CROSS SECTION
Z
O
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J U
_JU
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mC
�o CO O
[if U
U
SEE PROFILE
FOR SLOPE
GLIDE
WATER SURFACE
ELEVATION
EXISTING GROUND
FILL MATERIAL
(DEPTH VARIES)
COBBLE RIFFLE
PROFILE INDEX
SPlr nl t-N Mr- r% nl I A 1 1 Mr- nTA rl 11 I-7r PI 1A /ITI 1 !1/11 r1
COBBLE RIFFLE
C -AXIS (SHORT)
��w w• w�� w ��A - ^-TION
BOULDER AXIS
NOT TO SCALE Locati on
Reach A
�-� RIFFLE LENGTH
Z
O
LU
w
m COBBLE
mU)
00
ry
U
DER J
=XTILE
EXTEND FOOTER BOULDER MIN. 1 FT BELOW —
POOL TIE -IN ELEVATION SHOWN ON PROFILE
Reach B
Reach C
Reach D
B -AXIS (I TERMEDIENT)
I
I
NOT TO SCALE
Riffle and Cascade Dimensions
NOT TO SCALE
POOL
CROSS SECTION
C
COBBLE
CROSS SECTION
A1EIR BOULDERS
COBBLE RIFFLE
PLAN VIEW
EXISTING CHANNEL INVERT
TIE -OUT BOULDERS
:OBBLE
=ST OF RIFFLE
POOL
COBBLE EXTENDS TO
BOTTOM OF POOL
NOT TO SCALE
COBBLE WEIR NOTES:
1. TIE -OUT BOULDER SHALL EXTEND PAST THE CORNER NODES A MIN. OF
ONE BOULDER LENGTH INTO EXISTING BANK. WHERE THIS CONFLICTS
WITH EXISTING TREE ROOTS OR BEDROCK, TIE -OUT BOULDER MAY BE
ELIMINATED OR ADJUSTED AT DIRECTION OF ENGINEER.
2. REFER TO SPECIFICATIONS FOR SIZE AND DEPTH OF COBBLE
REUSE OF DOCUMENTS:
This document and the ideas and designs incorporated herein, as an instrument of
NOT TO SCALE Professional Service, is the property of Biohabitats, Inc. and is not to be used in whole
or in part, for any other project without the written authorization of Biohabitats, Inc.
THE UNIVERSITY OF NORTH CAROLINA
AT CHAPEL HILL
209 SOUTH ROAD
CHAPEL HILL, NORTH CAROLINA
27599
THE UNIVERSITY
of NORTH CAROLINA
at CHAPEL HILT.
DATE: ISSUES / REVISIONS
05/03/2013 10% PLANS - NOT FOR CONSTRUCTION
08/31/2013 30% PLANS - NOT FOR CONSTRUCTION
g to a Ditats
SOUTHEAST ATLANTIC BIOREGION
8218 Creedmoor Road Suitc 200
Raleigh, NC 27613 / ph: 919.518.0311
fx: 919.518.0313 / www.blohabitats.com
Kestore the Earth Inspire Ecological Stewardship
UNC AT CHAPEL HILL
CAPITAL
IMPROVEMENT
PROJECT RETROFIT
INVENTORY - BIG
VALLEY
TITLE:
DETAILS
PROJECT NO.: 1 2808.01 SCALE: NA
SEAL: BY. SHXG/TB CHECK: JH/TB
DWG. NO.:
5 OF 12

EXISTING GRADE
COBBLE LAYER
FILL MATERI,
^A "JADE CREST
CASCADE
CENTERLINE PROFILE
NOTES
�SCADE BOULDER
FOOTER BOULDER
FOOTER BOVLVLI\
Y4 OF BOULDER BELOW
POOL TIE -OUT ELEVATION
SHOWN ON PROFILE
w
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w
00 0
w H w -
J U
U
mw
O U
U Q
U
NOT TO SCALE
1. GAPS BETWEEN BOULDERS SHALL BE CHINKED WITH COBBLE
2. TYPICALLY, CASCADE BOULDER A -AXIS WILL BE ORIENTED IN DIRECTION OF FLOW FOOTER BOULDERS A -AXIS WILL BE ORIENTED PERPENDICULAR TO FLOW.
3. SEE SPECIFICATIONS FOR COBBLE SIZE AND DEPTH
4. SEE TABLE ON SHEET 5 FOR CASCADE WIDTH AND MAX. DEPTH.
EXISTING VEGETATION
APPLY SEED AND
COIR FIBER
MATTING AS
DIRECTED BY
ENGINEER
TOP ROCK - MAY HAVE
MORE THAN ONE LAYER
FOOTER ROCK
LOW FLOW WATER
SURFACE (TYP.)
NOTE: AVOID DISTURBANCE
EXISTING BANK
BOULDER TOE PROTECTION
CROSS SECTION
i
L/�IJ I IIVV Vf1VVND
NOT TO SCALE
B\
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POOL
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01
EXISTING GRADE
WIDTH — SEE TABLE
SHEET 5
DEPTH — TABLE
gHFFT 5
NOT TO SCALE
-�� TIE OUT BOULDER
CASCADE CREST
SECTION A -A'
COBBLE WIDTH on
I R1
COBBLE GLIDE
SECTION B -B'
COBBLE LAYER
FILL MATERIAL
EXISTING GROUND OR FILL
NOT TO SCALE
GEOTEXTILE
FILL MATERIAL,
DEPTH VARIES
EXISTING GROUND
NOT TO SCALE
B -AXIS (INTERMEDIATE)
I
I
A -AXIS (LONG) --
C -AXIS (SHORT)
BOULDER AXIS
NOT TO SCALE
REUSE OF DOCUMENTS:
This document and the ideas and designs incorporated herein, as an instrument of
Professional Service, is the property of Biohabitats, Inc. and is not to be used in whole
or in part, for any other project without the written authorization of Biohabitats, Inc.
THE UNIVERSITY OF NORTH CAROLINA
AT CHAPEL HILL
209 SOUTH ROAD
CHAPEL HILL, NORTH CAROLINA
27599
THE UNIVERSITY
of NORTH CAROLINA
at CHAPEL HILT.
DATE: ISSUES / REVISIONS
05/03/2013 10% PLANS - NOT FOR CONSTRUCTION
08/31/2013 30% PLANS - NOT FOR CONSTRUCTION
g Bioha ltatS
SOUTHEAST ATLANTIC BIOREGION
8218 Creedmoor Road Suitc 200
Ralcigh, NC 27613 / ph: 919.518.0311
fx: 919.518.0313 / www.blohabitats.com
Kestore the Earth Inspire Ecological Stewardship
UNC AT CHAPEL HILL
CAPITAL
IMPROVEMENT
PROJECT RETROFIT
INVENTORY - BIG
VALLEY
TITLE:
DETAILS
PROJECT NO.: 1 2808.01 SCALE: NA
SEAL: BY. SHXG/TB CHECK: JH/TB
DWG. NO.:
6 OF 12

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840.71
12"
SECTION OF MASONRY
PIPE PLUG
QUANTITIES
PIPE CUBIC
SIZE YARDS
1211 0.029
15" 0.045
11311 0.065
24f1 0.116
30" 0.182
36f1 0.262
4211 0.356
40FF 0.465
54" 0.5139
60f1 0.727
6611 0.13130
NOTE:
BRICK
MASONRY
EITHER BRICK MASONRY OR
CONCRETE MAY BE USED.
CONCRETE BRICK MAY BE USED IN LIEU OF
CLAY BRICK. MUMBO BRICK WILL BE
PERMITTED.
EX. DROP
INLET
EX. 36" PIPE
INVERT = 344.2
/! i
DROP INLET MODIFICATION
PROPOSED
GROUND
6" x 2' slot
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840.71
THE UNIVERSITY OF NORTH CAROLINA
AT CHAPEL HILL
209 SOUTH ROAD
CHAPEL HILL, NORTH CAROLINA
27599
THE UNIVERSITY
of NORTH CAROLINA
at CHAPEL HILL
DATE: ISSUES / REVISIONS
05/03/2013 10% PLANS - NOT FOR CONSTRUCTION
08/31/2013 30% PLANS - NOT FOR CONSTRUCTION
to a Ditats
SOUTHEAST ATLANTIC BIOREGION
8218 Crccdmoor Road Suite 200
Ralcigh, NC 27613 / ph: 919.518.0311
fx: 919.518.0313 / www.blohabitats.com
Kestore the Earth Inspire Ecological Stewardship
UNC AT CHAPEL HILL
CAPITAL
IMPROVEMENT
PROJECT RETROFIT
INVENTORY - BIG
VALLEY
TITLE:
COBBLE
CUT OFF EXISTING 24" RCP AND COVER
OPENING WITH GRATE PROJECT NO.:
SEAL:
NOT TO SCALE
REUSE OF DOCUMENTS:
This document and the ideas and designs incorporated herein, as an instrument of
Professional Service, is the property of Biohabitats, Inc. and is not to be used in whole
or in part, for any other project without the written authorization of Biohabitats, Inc.
DETAILS
12808.01 SCALE: 1 " = 30'
BY. SH/KG /TB CHECK: JH /TB
DWG. NO.:
7 OF 12

—VARIABLE -AS DIRECTED BY TOWN ENGINEER
— - 5`MIN.—I 12 �2 GA.
HOG WIRE POST �
FILTER FABRIC
4.
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POST TO BE INSTALLED
SLANTED TOWARD
UPSTREAM END TOP OF DITCH
OF DITCH.
W * W '` " " '� FLOW
rfi �I !ri � i!r ; J1f �l ltf �!r! � Ia► �
BOTTOM OF DITCH
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NOTES
USE WIRE A MINIMUM OF 32"
IN WIDTH AND WITH A MINIMUM
OF 6 LINE WIRES WITH 12" STAY
SPACING.
USE FILTER FABRIC A MINIMUM
OF 36" IN WIDTH AND FASTEN
ADEQUATELY TO THE WIRE AS
DIRECTED BY THE ENGINEER.
PROVIDE 5' -0" STEEL POST OF THE
SELF- FASTENER ANGLE STEEL TYPE.
IF VERTICAL SEAMS BETWEEN FABRIC
SECTION ARE NECESSARY, OVERLAP
FABRIC BY MINIMUM OF T-O ".
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MIN.
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A
244
EXTENSION OF FABRIC AND
R
6"
80'
WERE INTO TRENCH
MIN
MIN.
MIN
NO SCALE
TITLE
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#57 SIONE
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A
B
C
D
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16'
10'
6"
3"
JU
MIN.
MIN
MIN.
MIN.
MIN
244
20'
6"
6"
80'
MIN.
MIN
MIN.
MIN
YIN
TITLE
GRAVEL
CONSTRUCTION
ENTRANCE
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1631.01
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A A
R
T L
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-
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MATTING IN DITCHES
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�_,,I— C1 6k
MATTING ON SLOPES
18" EXISTING
GROUND
BACKFILL
STAPLES ON
1' CENTERS
Q IN TRENCH
6" MIN
MATTING SHALL BE STAPLES ON
PLACED IN TRENCH 1' CENTERS
AND BACKFILLED IN TRENCH
DIAGRAM
A
III ): x
3'
Staple
X
" N
X v
r
DIAGRAM OB
NOTES:
THIS DETAIL APPLIES TO STRAW, EXCELSIOR, AND PERMANENT SOIL REINFORCEMENT NAT (PSRM) INSTALLATION.
STAPLES SHALL BE NO. 11 GAUGE STEEL WIRE FORMED INTO A "U" SHAPE WITH A MINIMUM THROAT WIDTH OF 1
INCH AND NOT LESS THAN 6 INCHES IN LENGTH.
Staple Check Pattern
f�
4 -
Staple 4
DIAGRAM Q
RECOMMENDED SEQUENCE OF CONSTRUCTION
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NOT TO SCALE'i SHEET 1 OF 1
1631.01
1. ALL UNDERGROUND AND OVERHEAD UTILITIES SIZE, DEPTH BELOW OR HEIGHT ABOVE GROUND, MATERIAL, AND LOCATIONS
SHALL BE VERIFIED PRIOR TO THE START OF CONSTRUCTION. FIELD ADJUSTMENT AND OR RELOCATION OF EXISTING UTILITIES
MAY BE REQUIRED AND MUST BE COORDINATED WITH THE ENGINEER AND THE UNIVERSITY OF NORTH CAROLINA PROJECT
MANAGER.
2. STAKE OUT THE LIMIT OF DISTURBANCE AND PROFILE. PLACE BLAZE ORANGE FENCE AROUND ENTIRE LIMITS OF
DISTURBANCE. NOTE: THE CONTRACTOR SHALL STAY WITHIN THE LIMITS OF DISTURBANCE AS SHOWN ON THE PLANS AND
MINIMIZE DISTURBANCE WITHIN THE WORKING AREA WHEREVER POSSIBLE. NO TREES SHALL BE REMOVED WITHIN THE LIMITS
OF DISTURBANCE WITHOUT APPROVAL FROM THE UNIVERSITY OF NORTH CAROLINA PROJECT MANAGER OR THEIR
REPRESENTATIVE.
3. THE CONTRACTOR SHALL CONDUCT A PRE - CONSTRUCION MEETING ON SITE WITH THE PROJECT ENGINEER. CONSTRUCTION
SUPERVISOR AND APPROPRIATE AGENCY PERSONNEL TO REVIEW THE EROSION AND SEDIMENT CONTROL REQUIREMENTS
SEQUENCE OF CONSTRUCTION, LIMITS OF DISTURBANCE, PROJECT LAYOUT, AND TREE IMPACT BEFORE WORK BEGINS.
4. THE CONTRACTOR SHALL ESTABLISH THE STAGING AND STOCKPILE AREAS, AND INSTALL EROSION AND SEDIMENT CONTROL
OF EACH AREA BEFORE GRADING COMMENCES.
5. THE CONTRACTOR SHALL INSTALL A PUMP AROUND DEVICE AND DEWATERING DEVICE AS NECESSARY TO DIVERT FLOW
AROUND THE WORK AREA. SEDIMENT SHALL NOT BE RELEASED INTO THE DOWNSTREAM INLET. SEDIMENT LAIDEN WATER IS
TO BE PUMPED INTO A SEDIMENT FILTERING BAG. CLEAN WATER ONLY IS TO BE DISCHARGED INTO THE RECEIVING WATERS.
NO WORK SHALL BE CONDUCTED DURING RAIN EVENTS.
6. WITH APPROVAL OF THE SEDIMENT AND EROSION CONTROL INSPECTOR, THE CONTRACTOR MAY BEGIN GRADING
OPERATIONS. DO NOT CLEAR AND GRUB THE ENTIRE PROJECT AREA AT ONCE. W
7. ALL PERIMETER CONTROLS MUST BE INSTALLED WITHIN 7 DAYS OF THE COMMENCEMENT OF GRUBBING ACTIVITIES AND PRIOR
TO GRADING THE AREAS THEY WILL ADDRESS.
8. INSTALL STORMWATER BMPS AS INDICATED ON THE CONSTRUCTION DRAWINGS.
9. THE CONTRACTOR SHALL ONLY DISTURB AND BEGIN WORK ON AN AREA WHICH CAN BE COMPLETED BY THE END OF THE DAY.
ALL FINISHED GRADING MUST BE PERMANENTLY STABILIZED AT THE END OF EACH DAY WITH SEED AND MULCH OR SEED AND
MATTING AS SPECIFIED ON THE PLANS. OTHERWISE TEMPORARILY STABILIZE ALL DISTURBED AREAS AT THE END OF EACH
WORKING DAY. WORK SHALL PROCEED IN AN UPSTREAM TO DOWNSTREAM DIRECTION.
10. ALL EXCESS EXCAVATION MUST BE HAULED TO A SITE TO BE DETERMINED BY THE PROJECT ENGINEER. ALL TEMPORARY
STOCKPILES MUST BE TEMPORARILY STABILIZED AND SEEDED AT THE END OF EACH WORK DAY.
11. WHEN CONSTRUCTION IS COMPLETE, STABILIZE ANY REMAINING DISTURBED AREAS. PERMANENT VEGETATIVE
GROUNDCOVER MUST BE ESTABLISHED WITHIN 30 WORKING DAYS OR 120 CALENDAR DAYS OF COMPLETION OF THE PROJECT,
WHICHEVER IS SHORTER.
12. WITH THE APPROVAL OF THE SEDIMENT CONTROL INSPECTOR, REMOVE THE SEDIMENT CONTROL DEVICES. STABILIZE ANY
AREAS DISTURBED BY SEDIMENT CONTROL REMOVAL.
REUSE OF DOCUMENTS:
This document and the ideas and designs incorporated herein, as an instrument of
Professional Service, is the property of Biohabitats, Inc. and is not to be used in whole
or in part, for any other project without the written authorization of Biohabitats, Inc.
THE UNIVERSITY OF NORTH CAROLINA
AT CHAPEL HILL
209 SOUTH ROAD
CHAPEL HILL, NORTH CAROLINA
27599
THE UNIVERSITY
of NORTH CAROLINA
at CHAPEL HILT.
DATE: ISSUES / REVISIONS
05/03/2013 10% PLANS - NOT FOR CONSTRUCTION
08/31/2013 30% PLANS - NOT FOR CONSTRUCTION
g Biohablitats
SOUTHEAST ATLANTIC BIOREGION
8218 Creedmoor Road Suitc 200
Raleigh, NC 27613 / ph: 919.518.0311
fx: 919.518.0313 / www.blohabitats.com
Kestore the Earth Inspire Ecological Stewardship
UNC AT CHAPEL HILL
CAPITAL
IMPROVEMENT
PROJECT RETROFIT
INVENTORY - BIG
VALLEY
TITLE: EROSION AND
SEDIMENT
CONTROL DETAILS
PROJECT NO.: 12808.0.1 SCALE: 1.1 = 30'
SEAL: BY. SH/KG/TB CHECK: JH/TB
DWG. NO.:
8 OF 12

HIGHLY
VISIBLE
FLAGGING
ANCHOR POSTS SHOULD
BE MINIMUM 2" STEEL'U'
CHANNEL OR 2 "x2" MAXIMUM 8 FEET
TIMBER, 6' IN LENGTH BLAZE ORANGE
PLASTIC MESH
1
1
ZIP TIE MESH
TO POST
USE 8" WIRE 'U' TO
ANCHOR POSTS MUST BE SECURE FENCE BOTTOM
INSTALLED TO A DEPTH OF NOTES:
NO LESS THAN 1/3 OF THE
TOTAL HEIGHT OF POST. 1. PROTECTION AREA WILL BE SET AS PART OF THE REVIEW PROCESS.
2. BOUNDARIES OF PROTECTION AREA SHOULD BE STAKED AND FLAGGED
PRIOR TO INSTALLING DEVICES.
3. DEVICE SHOULD BE MAINTAINED THROUGHOUT CONSTRUCTION.
TREE PROTECTION
BLAZE ORANGE PLASTIC FENCE
0
O
MIN 6" THICK 3 -PLY
HARDWOOD LAMINATED/
CONSTRUCTION MAT OR
EQUIVALENT
°
•A •
a •
G ° • •
r)
O
6" MIN THICK LAYER OF
SHREDDED HARDWOOD
BARK MULCH REPLENISHED
AS NEEDED DURING THE
CONSTRUCTION PERIOD
.a
UNDISTURBED GROUND
WIDTH VARIES
SEE PLANS
12" (TYPICAL)
HARDWOOD MAT DETAIL
NOT TO SCALE CROSS SECTION
NOTES:
1. HARDWOOD MATS TO BE INSTALLED AS SHOWN ON THE
CONTRACT DOCUMENTS OR AS DIRECTED BY THE
ENGINEER.
2. ACCESS ROUTES TO BE VERIFIED BY THE ENGINEER AT
THE EROSION AND SEDIMENT CONTROL MEETING.
REVISIONS TO THE ALIGNMENT THAT MINIMIZE TREE
DISTURBANCE ARE ENCOURAGED, AND REQUIRE REVIEW
AND APPROVAL BY THE ENGINEER.
3. THE CONTRACTOR SHALL ENSURE THAT EQUIPMENT IS
KEPT ON MATS AT ALL TIMES WHERE MATS ARE PRESENT.
4. THE CONTRACTOR SHALL MAINTAIN MULCH ACCESS
ROADS THROUGHOUT THE CONSTRUCTION PERIOD. UPON
COMPLETION OF PROJECT, SHREDDED HARDWOOD BARK
MULCH SHALL BE SPREAD TO A MAXIMUM DEPTH OF 2 ".
5. SCARIFICATION OF COMPACTED SHREDDED HARDWOOD
BARK MULCH TO OCCUR UPON REMOVAL OF THE MULCH
ACCESS ROAD, AT DIRECTION ON THE ENGINEER.
NOT TO SCALE
REUSE OF DOCUMENTS:
This document and the ideas and designs incorporated herein, as an instrument of
Professional Service, is the property of Biohabitats, Inc. and is not to be used in whole
or in part, for any other project without the written authorization of Biohabitats, Inc.
THE UNIVERSITY OF NORTH CAROLINA
AT CHAPEL HILL
209 SOUTH ROAD
CHAPEL HILL, NORTH CAROLINA
27599
THE UNIVERSITY
of NORTH CAROLINA
at CHAPEL HILT.
DATE: ISSUES / REVISIONS
05/03/2013 10% PLANS - NOT FOR CONSTRUCTION
08/31/2013 30% PLANS - NOT FOR CONSTRUCTION
g to a Ditats
SOUTHEAST ATLANTIC BIOREGION
8218 Creedmoor Road Suitc 200
Raleigh, NC 27613 / ph: 919.518.0311
fx: 919.518.0313 / www.blohabitats.com
Kestore the Earth Inspire Ecological Stewardship
UNC AT CHAPEL HILL
CAPITAL
IMPROVEMENT
PROJECT RETROFIT
INVENTORY - BIG
VALLEY
TITLE: EROSION AND
SEDIMENT
CONTROL DETAILS
PROJECT NO.: 1 2808.01 SCALE: 1.1 = 30'
SEAL: BY. SHXG/TB CHECK: JH/TB
DWG. NO.:
9 OF 12

\ ®l
W
Ile
459.
4
�42- " OAK\
458.2
58.3 45
Q
W W
EXISTING YARD INLET � \GI \IP\'� W W 36 OAK
W W W
RIM =453.9 g WWWWW Y`
INVERT IN (N) = 450.7' g's�\'P� W W W W W W i 4 PRAuOK 45-Z* +45b•9 00
INVERT IN (E) = 451.5' W W W
INVERT OUT (S) = 450.6' / W W W W, 456.5�<
54.(
455.4
42' OA \
� WWWWW
W W W \ A
^
18" SWEETGITfCA- W W W W W / \ ���",
EXISTING YARD INLET / W W �L _81Q, WII 0W K`, 454.7 .9
RIM = 453.3' W W W \ \� r K -- . '
INVERT OUT (S /W) = 451.3' / // } # # # # W W W W W W
X448 } �4s1.9
}:+ * # # }_' _ _ W W W W W \ 452.9
EXISTING DROP INLET G 3.7
451.
RIM = 453.8' / �R\ /� 0
INVERT IN (N/ 445.1' C7 W W
/ / \
\2g °C
INVERT IN( - 45.2' / � � 0
/ // W SIN T O O O O * *} *} } + *` *# \ \ \ \ +450.4
INV TOUT / = 44.9' / 52� W
00 O } *} , + + *` 47.2 \ \ 30\
36'%eA % I 46 3 W W * } } }} # #} \ /
0
525 / �/ I 44.6'W W W W 24" KENTUCKY
2 = W44�#.1'W -- � „ �' � TEMPI DRA -ICY DEpICfiMA K
I BENCH TIE IN 30" OAK �41-
49.3 + # _
+ W W 0 0 }
}
- -- %
-- N VD 88 ELEVATION = 4/ 5
9 ' * * O 447.6
< < 4
50.0 XI ING * P 3%WEETGUM x
} , # 30" SWEETGUM
(P G TE zL47 7
45 6" RNAME AL 0 0 0 + + + + } * 0 0 } } } } }
44 8 + +
O +* _ - +446.4
36" HICKORY E I D I T O�CO 445 + n = _i6" SWEETGUM j
ER O T (S/ �
A OXIMATE LO *
\ 4" DOGWOOD UN U TR ND S / O + �� +\4- MAP
2 VARY T IS S N. �+' W + *+ +* K I r * +* W _ 448.1
* # *# W + + + + +� } + + +# + + + + + ++ W _ 444.9
4.1 FIELD I S N E P M + ++ + *+ Q- W - + * + ++ + I * ++
1 143-1,
+ + + + } W 4 } W W W
VET }+ W- O O O O O
4 .
EXISTING STORM MANHOL `�_ �O� '+ W G O O O O W W
T OF .451. - - - W - - �� ,, }* * * +� *� + O C, O O O O
\RIM = 453.6 \ \ B ALI =4 3 - W W - 32„ G ++ + +Ti. + + + + + + (I W
BOT OM OF MANHOLE = 444.5' - - - } } + + # + + + # + +++++ + # + i
N (FULL )OF WATER - UNABLE�O \ BOT. S T 20' OAK - + + ' + * +
�2 DETERMKE CONNECTIVITY) \ \ �\ ,q CYPFc�:�C + + + + +
W
CHILLEDbttATL \ CRE \ \ 12" MAPL� \ 4� W # +* Oaf x'439-
WITH
\ 30" SWEE GUM
6" DOGWOOD \ G
N 4552 UND GRID
v,
p 24" S '
s \ \ 26 SWEE GUM +4 '
(P X00 >Yc TEMPORARKBENCHMARI� 450.8 18" SWEE�GlM
J 1 r�ENCHTIE IN 30\ OA \ _ \ \ +447.3 ` 0 +. 4
2 1 NAVD $8 ELEVAl`ION7.98 \ \ \-
y EXISTING Ca�,r�,� 447.1
EXTENE r.'
\\ H T WA T WALK (EN
30'k� \ \ \ +451.6\ \ \ S
+ 49.2 W *
OAK \ \ \ \ % , INVE T. 4 W W W + 447.7
456.4 -� \ 8" DO WOOD \'i" DOGWOOD
4B.9 S 448.0
\ a
x \ \� X51 EX,S -gt4G Gv g 4°4 _18" CLAY INVERT = 444.1' _ 448.9
CNCRETE PAD LL
WITH TRAFFIC � FtOG VvP �� EXISTING CURB INLET , E. CA ERON AV
i ASPHALT
2 SIGN�L BOX A 45 gFL \G \�P 451.0\ \ OS INVERT - 443.5 6 RIM= RT IN (S) = 444.-2%
24 "�AK \ INVERT QIJT (444.1'
44 .1 / 447.7
1 \
N " BOX A 31' � ND, \ S / � EXISTING CURB
79 °59'31„ W 468. \ 0 448.
4.2 °c' I / Uv EXISTING CURB INLET
RIM = 448.7'
N A vCNU� ° I 45 `ti 12 "SDLAY INVERT IN (S/W) = 445.9'
2 �OIv A L Q INVERT OUT (N) = 445.6'
LOCALIZATION POINT SAME `PSPNP��i Os �\NG GURB
REBAR & CAP E. EX�s �ov� l9
NC GRID (NAD 83/2011) / CP
NC GRID NORTH:787334.7070' N
NC GRID EAST: 1985782.5128' �2 / - EXISTING DROP INLET
NAVD 88 ELEV: 459.26' OS O O P RIM = 449.3'
COMBINED FACTOR = 0.999792893 GP /G�' INVERT IN (S /W) = 445.9'
N FZ ° /�, INVERT IN (S /E) = 447.4
�2 INVERT IN (E) = 446.5'
INVERT OUT (N /E) = 445.8'
9
460.68 °S
EXISTING CURB INLET EX SS�H
RIM = 460.0' 05 / EXISTING DROP INLET
INVERT IN (S /W)= 456.5' / RIM = 453.4'
INVERT IN (S) = 455.8' S INVERT = 449.5' (BOTTOM OF
INVERT IN (S /E) = 455.8' ° BOX)
INVERT OUT (N /E) = 455.7'
SO 12„
PLANTING LEGEND THE UNIVERSITY OF NORTH CAROLINA
AT CHAPEL HILL
209 SOUTH ROAD
LOW MARSH CHAPEL HILL, NORTH CAROLINA
27599
+ + + + + ++ HIGH MARSH
SHORT NATIVE MEADOW A
SHORT NATIVE MEADOW B THE UNIVERSITY
of NORTH CAROLINA
MEDIUM /TALL NATIVE MEADOW A at CHAPEL HILT.
" O v O `J O DATE: ISSUES /REVISIONS
0 0 0 0 0 0 MEDIUM /TALL NATIVE MEADOW B
^
0-0-0-
05/03/2013 10% PLANS - NOT FOR CONSTRUCTION
W 08/31/2013 30% PLANS - NOT FOR CONSTRUCTION
TURF
0� WITCH HAZEL
O� ARROW WOOD
BEAUTY BERRY
0
G�
EXISTING CURB INLET
STONE RIM = 447.0'
STEPS O INVERT IN (W) (BOX CULVERT) = 441.1'
INVERT IN (S) (12" PVC) = 444.8'
47.4 INVERT OUT (E) = 440.9'
EXISTING CURB INLET
CID, RIM = 446.3'
24" RCP (GIS �0-o CERT OUT (S) = 443.6'
447.2 SD �C6D S CP �(G,S)
SD � SD
I 4
0r 12" PVC APPROXIMAT§
446.7 LOCATION OF
UNDERGROUND
JUNCTION BOX 10 n ��S
REBAR & �:� ; a
0 CAP NAVD
88 ELEV: SOUTHEAST ATLANTIC BIOREGION
\ 446.70' 8218 Creedmoor Road Suite 200
EXISTING CURB INLET \ G
RIM = 446.3' \- Raleigh, NC 27613 / ph: 919.518.0311
INVERT OUT (E) (12" PVC) = 445.1' fx: 919.518.0313 / www.blohabitats.com
CURB INLET IS FULL OF DEBRIS
UNSURE OF CONNECTIVITY Restore the Earth & Inspire Ecological Stewardship
INVERT = 443.8' (BOTTOM OF BOX)
AVE
U NC AT CHAPEL HILL
CAPITAL
IMPROVEMENT
PROJECT RETROFIT
INVENTORY - BIG
VALLEY
HORIZONTAL SCALE
0 20 40
REUSE OF DOCUMENTS:
This document and the ideas and designs incorporated herein, as an instrument of
Professional Service, is the property of Biohabitats, Inc. and is not to be used in whole
or in part, for any other project without the written authorization of Biohabitats, Inc.
TITLE:
PLANTING PLAN
PROJECT NO.: 12808.01 SCALE: 1" = 20'
SEAL: BY. SH /KG /TB CHECK: JH/TB
DWG. NO.:
10 OF 12

REMOVE TREE FROM
CONTAINER WITHOUT
DISTURBING ROOT MASS
EXCAVATE HOLE 1-1/2
TIMES THE WIDTH OF
THE ROOT MASS. REMOVE
ALL NON - ORGANIC MATERIAL
FROM THE PLANTING PIT AND
TAMP LOOSE SOIL IN BOTTOM
OF PIT BY HAND
IF ROOT MASS IS ROOT BOUND,
PRUNE ALL GIRDLING ROOTS
THIN DECIDUOUS SHRUBS OF
ALL MAJOR DEADWOOD AND
ANY EXCESSIVE AND /OR
SUCKER GROWTH
GROUND LINE TO
BE SAME AS NURSERY
i
BACKFILL WITH SOIL OR
PLANTING MIX AS SPECIFIED
TAMP TO FILL ALL VOIDS AND
AIR POCKETS
SHRUB PLANTING - CONTAINER GROWN
NOT TO SCALE
RIMS- A RANDOM INDIVIDUAL MINIMUM SPACING DISTANCE *RIMS*
IS ASSIGNED TO ESTABLISH DISTANCES BETWEEN THE
SAME SPECIES OF RANDOMLY SPACED PLANTS, *SEE PLANT
SCHEDULE *.
OMS- AN OVERALL MINIMUM SPACING DISTANCE *OMS* IS ASSIGNED
TO ESTABLISH DISTANCES BETWEEN RANDOMLY SPACED
PLANTS AND CLUSTERS OF PLANTS. THE *OMS* IS TYPICALLY
THE SMALLER DISTANCE OF THE *COMS* AND *ROMS *, UNLESS
NOTED OTHERWISE, *SEE PLANT SCHEDULE *.
PLANT SPACING - CLUSTER AND RANDOM COMBINED
PLAN VIEW
NOT TO SCALE
PLUG, PEAT POT, TUBER
AROUND LINE TO BE THE
SAME AS NURSERY
BACKFILL WITH SOIL
OR PLANTING MIX
AS SPECIFIED. TAMP
TO FILL ALL VOIDS
AND AIR POCKETS
HERBACEOUS PLANTING- PLUGS AND CONTAINERS
NOT TO SCALE
REUSE OF DOCUMENTS:
This document and the ideas and designs incorporated herein, as an instrument of
Professional Service, is the property of Biohabitats, Inc. and is not to be used in whole
or in part, for any other project without the written authorization of Biohabitats, Inc.
THE UNIVERSITY OF NORTH CAROLINA
AT CHAPEL HILL
209 SOUTH ROAD
CHAPEL HILL, NORTH CAROLINA
27599
THE UNIVERSITY
of NORTH CAROLINA
at CHAPEL HILT.
DATE: ISSUES / REVISIONS
05/03/2013 10% PLANS - NOT FOR CONSTRUCTION
08/31/2013 30% PLANS - NOT FOR CONSTRUCTION
1
abitats
SOUTHEAST ATLANTIC BIOREGION
8218 Creedmoor Road Suitc 200
Ralcigh, NC 27613 / ph: 919.518.0311
fx: 919.518.0313 / www.blohabitats.com
Kestore the Earth & Inspire Ecological Stewardship
UNC AT CHAPEL HILL
CAPITAL
IMPROVEMENT
PROJECT RETROFIT
INVENTORY - BIG
VALLEY
TITLE:
PLANTING DETAILS
PROJECT NO.: 1 2808.01 SCALE: NA
SEAL: BY. SHXG/TB CHECK: JH/TB
DWG. NO.:
11 OF 12
EACH SYMBOL INDICATES A DIFFERENT SPECIES.
ONOTE:
O
CLUSTERS SHALL CONTAIN INDIVIDUALS OF THE SAME
SPECIES AND AT LEAST 3 INDIVIDUALS BUT NO MORE THAN 11
+ S`
AND IN ODD NUMBERED CLUSTERS (3, 5, 7, 9 AND 11).
G��
+
n
O�
N
COMS- A CLUSTER OVERALL MINIMUM SPACING DISTANCE
*COMS* IS ASSIGNED TO ESTABLISH DISTANCES
F-1 *R1MS*
O
*
+ + +
BETWEEN DIFFERENT PLANT CLUSTERS, *SEE PLANT
SCHEDULE *.
O
+
CIMS- A CLUSTER INDIVIDUAL MINIMUM SPACING DISTANCE
O
+ +
*CIMS* IS ASSIGNED TO THE INDIVIDUAL SPECIES
O
+
WITHIN A CLUSTER, *SEE PLANT SCHEDULE *. THIS
M
pMs
DISTANCE IS GENERALLY THE MATURE WIDTH OF
THE INDIVIDUAL PLANT SPECIES.
ROMS- A RANDOM OVERALL MINIMUM SPACING DISTANCE
*ROMS* IS ASSIGNED TO ESTABLISH DISTANCES
BETWEEN DIFFERENT SPECIES OF RANDOMLY SPACED
PLANTS, *SEE PLANT SCHEDULE *.
RIMS- A RANDOM INDIVIDUAL MINIMUM SPACING DISTANCE *RIMS*
IS ASSIGNED TO ESTABLISH DISTANCES BETWEEN THE
SAME SPECIES OF RANDOMLY SPACED PLANTS, *SEE PLANT
SCHEDULE *.
OMS- AN OVERALL MINIMUM SPACING DISTANCE *OMS* IS ASSIGNED
TO ESTABLISH DISTANCES BETWEEN RANDOMLY SPACED
PLANTS AND CLUSTERS OF PLANTS. THE *OMS* IS TYPICALLY
THE SMALLER DISTANCE OF THE *COMS* AND *ROMS *, UNLESS
NOTED OTHERWISE, *SEE PLANT SCHEDULE *.
PLANT SPACING - CLUSTER AND RANDOM COMBINED
PLAN VIEW
NOT TO SCALE
PLUG, PEAT POT, TUBER
AROUND LINE TO BE THE
SAME AS NURSERY
BACKFILL WITH SOIL
OR PLANTING MIX
AS SPECIFIED. TAMP
TO FILL ALL VOIDS
AND AIR POCKETS
HERBACEOUS PLANTING- PLUGS AND CONTAINERS
NOT TO SCALE
REUSE OF DOCUMENTS:
This document and the ideas and designs incorporated herein, as an instrument of
Professional Service, is the property of Biohabitats, Inc. and is not to be used in whole
or in part, for any other project without the written authorization of Biohabitats, Inc.
THE UNIVERSITY OF NORTH CAROLINA
AT CHAPEL HILL
209 SOUTH ROAD
CHAPEL HILL, NORTH CAROLINA
27599
THE UNIVERSITY
of NORTH CAROLINA
at CHAPEL HILT.
DATE: ISSUES / REVISIONS
05/03/2013 10% PLANS - NOT FOR CONSTRUCTION
08/31/2013 30% PLANS - NOT FOR CONSTRUCTION
1
abitats
SOUTHEAST ATLANTIC BIOREGION
8218 Creedmoor Road Suitc 200
Ralcigh, NC 27613 / ph: 919.518.0311
fx: 919.518.0313 / www.blohabitats.com
Kestore the Earth & Inspire Ecological Stewardship
UNC AT CHAPEL HILL
CAPITAL
IMPROVEMENT
PROJECT RETROFIT
INVENTORY - BIG
VALLEY
TITLE:
PLANTING DETAILS
PROJECT NO.: 1 2808.01 SCALE: NA
SEAL: BY. SHXG/TB CHECK: JH/TB
DWG. NO.:
11 OF 12

Plant and Composition Schedule
Low Marsh
Spacing within
Quantity per acre Frequency
Species
Common Name
Clusters
I °tD)
Quantity
27
1.50 ft*
19360
82
HERBACEOUS
2 ft* 10890
20
126
Juncus effusus
54
20
126
Peltandra virginica
Osmunda cinnamomea
20
126
Pontederia cordata
10
20
126
Iris virginica
100
20
126
Suarurus cemuus
Plug
100
630
= total
*Spacing in feet
100
600
= total
** Place shrubs in spaces between clusters of herbaceous
plants.
2"
Plant and Composition Schedule
High Marsh
Spacing within Quantity per acre
Frequency
Species
Common Name
109
(° /fl)
Qua ntity
27
Clusters*
15
82
Eupatorium fistulosum
2 ft* 10890
109
Sorghastrum nutans
HERBACEOUS
54
20
120
Rhynchospora colorata
Osmunda cinnamomea
20
120
Hibiscus coccineus
10
20
120
Scirpus cyperinus
100
20
120
Lobelia cardinalis
Plug
20
120
Chelone glabra
THE UNIVERSITY OF NORTH CAROLINA
100
600
= total
*Spacing in feet
Cluster
2"
Overall
** Place shrubs in spaces between clusters of herbaceous
plants.
Plant and Composition Schedule
Medium /Tall Native MeadowA
Overall
Minimum Quantity Frequen Species
Spacing per acre cy ( %) Quantity Common Name
(feet off center)
2 10890 Native Herbaceous
15
82
Chasmanthium latifolium
20
109
Echinacea purpurea
5
27
Baptisia australis
15
82
Eupatorium fistulosum
20
109
Sorghastrum nutans
10
54
Monarda fistulosa
15
82
Osmunda cinnamomea
100
643
= total
Plant and Composition Schedule
Short Native MeadowA
Ove ra I I
Minimum Quantity Frequen Species Common Name
Spacing per acre cy ( %) Quantity
(feet off ce me r)
2 10890 Native Herbaceous
Vegetation Strata/
Species Name
river oats
purple headed coneflower
false blue indigo
joe pye weed
indiangrass
bee balm
cinnamon fem
Vegetation Strata/
Species Name
20
294
Schizachytium scoparium
little bluestem
15
220
Lobelia cardinalis
cardinal flower
10
147
Asclepias tuberosa
butterflyweed
10
147
Heuchera Americana
American alumroot/ coral bells
20
294
Liatris spicata
blazing star
15
220
Iris cristata
dwarf crested iris
10
147
Verbena canadensis
clump verbena
100
1470
=total
4"
Plant and Composition Schedule
Turf Upland
Match Fescue to existing mix used on campus
Consult with Grounds
Size (acres): 0.07
3186.6 SF
Size (acres):
0.13
Spacing
Spacing
Plant and Composition Schedule
Unit
Type
Size
between
Cl uste rs
Size (acres):
0.03
Short Native Meadow B
4"
Plug
Size (acres):
0.11
4"
Plug
Cluster
2"
4"
Plug
Cluster
2"
4"
Plug
Cluster
2"
4"
THE UNIVERSITY OF NORTH CAROLINA
Cluster
2"
4"
Plug
Cluster
2"
Overall
AT CHAPEL HILL
Vegetation Strata/
Spacing
Spacing
p g
Minimum Quantity Frequen Species
Common Name
Vegetation strata/
Unit
Spacing
size
Spacing
between
209 SOUTH ROAD
Unit
Size
between
Spacing per acre cy 4°/4 Quantity
Species Name
Type
Species Name
Type
Clusters
feet off center
{ �
Clusters
CHAPEL HILL, NORTH CAROLINA
2 10890 Native Herbaceous
20 233 Schizachyrium scoparfum
little bluestem
Plug
Cluster
2"
4"
27599
Soft rush
Plug
Cluster
2"
4 ft
10 116 Asclepias tuberosa
butterflyweed
Plug
Cluster
2"
4"
arrow arum
Plug
Cluster
2"
4 ft
20 233 Coreopsis lanceolata
lanceleaftickseed
Plug
Cluster
2"
4"
pickerelweed
Plug
Cluster
2"
4 ft
25 291 Rudbeckia hirta
black eyed Susan
Plug
Cluster
2"
4"
blue flag iris
Plug
Cluster
211
4 ft
15 175 Liatrfs spicata
blazing star
Plug
Cluster
2"
4"
lizard's tall
Plug
Cluster
2��
4
10 116 Senecio aureus
golden groundsel
Plug
Cluster
2"
4"
100 1164 =total
THE UNIVERSITY
Plant and Composition Schedule
of NORTH CAROLINA
Size (acres):
0.06
Medium/Tall Native Meadow B
Size
(acres):
0.07
at CHAPEL HILL
Overall
Vegetation Strata/
Spacing
Spacing
Minimum Quantity Frequen Species
Common Name
Vegetation Strata/
Unit
Spacing
Size
Spacing
between
DATE: ISSUES /REVISIONS
Species Name
Unit
Type
Size
between
Spacing per acre cy ( %1 Quantity
Species Name
type
Clusters
Clusters
(feet off center)
05/03/2013 10% PLANS -NOT FOR CONSTRUCTION
2 10890 Native Herbaceous
08/31/2013 30% PLANS -NOT FOR CONSTRUCTION
whitetop sedge
Plug
Cluster
211
4 ft
15 110 Chasmanthiumlatifolium
river oats
Plug
Cluster
2"
4"
20 146 Rudbeckia laciniata
green headed coneflower
Plug
Cluster
2"
4"
scarlet rose mallow
Plug
Cluster
2"
4 ft
I 10 73 Eupatodumperfoliatum
boneset
Plug
Cluster
2"
4"
woolgrass
Plug
Cluster
2"
4 ft
I 15 110 Solidagorugosa
wrinkleleaf goldenrod
Plug
Cluster
2"
4"
cardinal flower
Plug
Cluster
211
4 ft
I 20 146 Spiraea tomentosa
steeplebush
Plug
Cluster
2"
4"
white turtlehead
Plug
Cluster
2 11
4 ft
I 10 73 Eupatonum rugosum
white snakeroot
Plug
Cluster
2"
4"
I 10 73 Osmunda cinnamomea
cinnamon fem
Plug
Cluster
2"
4"
100 731 = total
Plant and Composition Schedule
Size (acres): 0.05
Shrubs
spacing Spacing
Pypeg
Overall
Spacing
Unit Size between
Minimum Quantity Species
Vegetation Strata!
Spacing
Clusters
Spacing per acre Quantity Common Name
Species Name
Unit
Type
Size
between
(feet off center)
Clusters
Plug
Cluster 2" 4"
See plan NA
Plug
Cluster 2" 4"
See plan NA SHRUBS
Plug
Cluster 2" 4°
11 Vibumum dentatum
arrowwood
CON
See Plan
1 -2 gal.
N/A
Plug
Cluster 2" 4°
9 Callicatpa amerrcana
American beautyberry
1witchhazel
CON
I
See Plan
1
1 -2 gal.
N/A
Plug
Cluster 2" 4°
15 Hamamelis virginiana
CON
See Plan
1 -2 gal.
N/A
Plug
Cluster 2" 4"
35 =total
Plug
Cluster 2" 4 "
Size (acres):
0.13
REUSE OF DOCUMENTS:
This document and the ideas and designs incorporated herein, as an instrument of
Professional Service, is the property of Biohabitats, Inc. and is not to be used in whole
or in part, for any other project without the written authorization of Biohabitats, Inc.
abitats
SOUTHEAST ATLANTIC BIOREGION
8218 Creedmoor Road Suite 200
Raleigh, NC 27613 / ph: 919.518.0311
fx: 919.518.0313 / www.blohabitats.com
Kestore the Earth & Inspire Ecological Stewardship
U NC AT CHAPEL HILL
CAPITAL
IMPROVEMENT
PROJECT RETROFIT
INVENTORY - BIG
VALLEY
TITLE:
PLANTING
SCHEDULES
PROJECT NO.: 12808.01 SCALE: NA
SEAL. BY. SHXG /TB CHECK: JH /TB
DWG. NO.:
12 OF 12
Spacing
Spacing
Unit
Type
Size
between
Cl uste rs
Plug
Cluster
2"
4"
Plug
Cluster
2"
4"
Plug
Cluster
2"
4"
Plug
Cluster
2"
4"
Plug
Cluster
2"
4"
Plug
Cluster
2"
4"
Plug
Cluster
2"
4"
REUSE OF DOCUMENTS:
This document and the ideas and designs incorporated herein, as an instrument of
Professional Service, is the property of Biohabitats, Inc. and is not to be used in whole
or in part, for any other project without the written authorization of Biohabitats, Inc.
abitats
SOUTHEAST ATLANTIC BIOREGION
8218 Creedmoor Road Suite 200
Raleigh, NC 27613 / ph: 919.518.0311
fx: 919.518.0313 / www.blohabitats.com
Kestore the Earth & Inspire Ecological Stewardship
U NC AT CHAPEL HILL
CAPITAL
IMPROVEMENT
PROJECT RETROFIT
INVENTORY - BIG
VALLEY
TITLE:
PLANTING
SCHEDULES
PROJECT NO.: 12808.01 SCALE: NA
SEAL. BY. SHXG /TB CHECK: JH /TB
DWG. NO.:
12 OF 12