20170939 Ver 1_USACE Permit_20171003

Revised 10/3/2017, Supersedes NWP 27 verification dated 9/28/2017
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW -2017-01593 County: Alamance U.S.G.S. Quad: NC -Burlington
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee: City of Burlington - Water Resources Department
Attn: Robert Patterson
Address: P.O. Box 1358
Burlington, NC 27216
Size (acres) —13.9 Nearest Town Burlington
Nearest Waterway Brown Branch River Basin Cape Fear
USGS HUC 03030002 Coordinates 36.093168 N, -79.449880 W
Location description: The project area is located along Brown Branch, between West Front Street and US Highway 70 (South
Church Street), in Burlington, Alamance County, North Carolina.
Description of projects area and activity: This verification authorizes the permanent discharge of dredged or fill material into a
total of 3,414 linear feet of streams, necessary for stream restoration, including construction access activities, associated with
the Willowbrook Park Stream Restoration project.
Applicable Law(s): ® Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Nationwide Permit Number: NWP 27 Aquatic Habitat Restoration, Establishment and Enhancement Activities
SEE ATTACHED NWP GENERAL, REGIONAL, AND/OR SPECIAL CONDITIONS
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the enclosed
Conditions, your application signed and dated 10/2/2017, and the enclosed plans entitled "Project: Willowbrook Park", revised
dated 7/14/2017. Any violation of the attached conditions or deviation from your submitted plans may subject the permittee to
a stop work order, a restoration order, a Class I administrative penalty, and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified, suspended
or revoked. If, prior to the expiration date identified below, the nationwide permit authorization is reissued and/or modified, this
verification will remain valid until the expiration date identified below, provided it complies with all requirements of the modified
nationwide permit. If the nationwide permit authorization expires or is suspended, revoked, or is modified, such that the activity would
no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are under construction)
or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the activity is completed
within twelve months of the date of the nationwide permit's expiration, modification or revocation, unless discretionary authority has
been exercised on a case-by-case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Resources (telephone [phone]) to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA), prior
to beginning work you must contact the N.C. Division of Coastal Management Morehead City, NC, at [phone].
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal, State
or local approvals/permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory program,
please contact David E. Bailey at [phone] extension 30 or David.E.Bailey2Ausace.army.mil.
Digitally signed by BAILEY.DAVID.E.1379283736
DN: c= S, o=U.S. Government, ou=DoD, ou=PKI, ou=USA,
Corps Regulatory Official: Date: 2017.10.0311:50:1 283736 Date: 10/3/2017
Date: 2017.10.03 11:50:10 -04'00'
Expiration Date of Verification: 3/18/2022
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to do so,
please complete the Customer Satisfaction Survey located at hqp://corpsmapu.usace.army.mil/cm_apex/f?p=136:4:0
Copy furnished:
Emmett Perdue, P.E., Ecosystem Planning and Restoration, 559 Jones Franklin Road, Suite 150, Raleigh, NC 27606
Sue Homewood, NCDEQ-DWR, 450 W. Hanes Mill Rd, Suite 300, Winston-Salem, NC 27105

Action ID Number: SAW -2017-01593 County: Alamance County
Permittee: City of Burlington - Water Resources Department, attn.: Robert Patterson,
Project Name: Willowbrook Park Stream Restoration / City of Burlington / Alamance County / municipal
Date Verification Issued: October 3, 2017
Project Manager: David Bailey
Upon completion of the activity authorized by this permit and any mitigation required by the permit,
sign this certification and return it to the following address:
US ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Attn: David E. Bailey
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of
Engineers representative. Failure to comply with any terms or conditions of this authorization may
result in the Corps suspending, modifying or revoking the authorization and/or issuing a Class I
administrative penalty, or initiating other appropriate legal action.
I hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terms and condition of the said permit, and required mitigation was completed in
accordance with the permit conditions.
Signature of Permittee
Date

im
0
J
J
INDEX OF SHEETS
1... TITLE SHEET
1-A...
STREAM CONVENTIONAL SYMBOLS
EMMETT PERDUE, PE
GENERAL NOTES
PROJECT ENGINEER
STANDARD SPECIFICATIONS
VEGETATION SELECTION
2-2F---
DETAILS
3-3A---
TABLES
4-10 ...
PLAN AND PROFILE
1 1 - 17...
PROPOSED GRADING (IN PROGRESS)
18-20...
VEGETATION PLAN
GRAPHIC SCALES
20 10 0 20 40
`7 ---
PLANS
20 10 0 20 40
PROFILE (HORIZONTAL)
10 5 0 10 20
PROFILE (VERTICAL)
CITY OF BURLINGTON
ALAMANCE COUNTY
LOCATION: WILLOW BROOK PARK
CITY OF BURLINGTON, NC
TYPE OF WORK: STREAM RESTORATION
\83NO
l \ SHEETS SHEET9
SHEET 6 SHEET 7 SHEE
"J ..
REVISIONS IN
NO. DESCRIPTION ENGR. APPROV. DATE
1 60%DESIGN -CITY REVIEW EMP KLT 6/16/17
2 60%DESIGN -PERMITTING EMP KLT 7/14/17
PREPARED FOR:
City of
-BURLINGTON
Water Resources
CITY OF BURLINGTON NEW LEAF SOCIETY
1 103 SOUTH MEBANE ST. P.O. BOX 4083
BURLINGTON, NC 27215 1 BURLINGTON, NC 27215
MICHAEL LAYNE
PROJECT MANAGER
PREPARED IN THE OFFICE OF:
ECOSYSTEM 559 JONES FRANKLIN RD
.. PLANNING & SUITE 150
RALEIGH, NC 27606
RESTORATION LICENSE # P-1 182
JAN. 1, 2018
EMMETT PERDUE, PE
LETTING DATE:
PROJECT ENGINEER
PROJECT ENGINEER
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION
P.E.
SIGNATURE:

STREAM CONVENTIONAL SYMBOLS
ROCK J -HOOK JH — SF — SAFETY FENCE
ROCK VANE Rv — TP — TAPE FENCE
OFFSET ROCK CROSS VANE ov — I I I — SILT FENCE
ROCK CROSS VANE xv — CE— CONSERVATION EASEMENT
AlGRADE CONTROL WOODY RIFFLE wR
CONSTRUCTION SEQUENCE
- - 20 - - EXISTING MAJOR CONTOUR
TEMPORARY SILT CHECK
TREE PROTECTION
ROOT WAD
a
GRADE CONTROL LOG J -HOOK LJH
®
LOG VANE Lv
GMA
LOG STEP Ls
COO
ROCK STEP Rs
PROPERTY LINE
LOG CROSS VANE xv
a 60
CONSTRUCTED CASCADE cc
—RB—
CONSTRUCTED RIFFLE cR
�o o
BOULDER CLUSTER
NOWoog\
LOG ROLLER LR
AlGRADE CONTROL WOODY RIFFLE wR
CONSTRUCTION SEQUENCE
- - 20 - - EXISTING MAJOR CONTOUR
-0�
TREE PROTECTION
EXISTING MINOR CONTOUR
�4}.ulcr R.�,y#urrca
------- LIMITS OF DISTURBANCE
NEW LEAF SOCIETY
GEOLIFT
— — - BANKFULL BENCH (GRADE)
BURLINGTON, NC 27215
CHANNEL FILL/ DITCH PLUG
PROPERTY LINE
®
GRADE BANK 2:1 OR FLATTER
ACCESS ROAD
—RB—
EXISTING WETLANDS
10+00
STREAM THALWEG
STREAM TOP OF BANKS
FOOT BRIDGE
u- TEMPORARY STREAM CROSSING
PERMANENT FORD STREAM CROSSING
PFC
® TRANSPLANTED VEGETATION
CONSTRUCTION SEQUENCE TO BE
DETERMINED AT 100% DESIGN
TREE REMOVAL
SINGLE WING DEFLECTOR
DOUBLE WING DEFLECTOR Dw
""NOTE: ALL ITEMS ABOVE MAY NOT BE USED ON THIS PROJECT
GENERAL NOTES
1. THE CONTRACTOR IS REQUIRED TO INSTALL INSTREAM STRUCTURES USING
A TRACK HOE WITH A HYDRAULIC THUMB OF SUFFICIENT SIZE TO PLACE
BOULDERS, AND STRUCTURES.
2. WORK IS BEING PERFORMED AS AN ENVIRONMENTAL RESTORATION PLAN.
THE CONTRACTOR SHOULD MAKE ALL REASONABLE EFFORTS TO REDUCE
SEDIMENT LOSS AND MINIMIZE DISTURBANCE OF THE SITE WHILE
PERFORMING THE CONSTRUCTION WORK.
3. CONSTRUCTION IS SCHEDULED TO BEGIN WINTER 2017/2018.
REVISIONS
NO. DESCRIPTION ENGR. APPROV DATE
1 60%DESIGN -CITY REVIEW EMP KLT 6/16/17
2 60%DESIGN -PERMITTING EMP KLT 7/14/17
PREPARED FOR:
-0�
TREE PROTECTION
TOEWOOD WITH GEOLIF I O
�4}.ulcr R.�,y#urrca
CITY OF BURLINGTON
NEW LEAF SOCIETY
GEOLIFT
SOD MATS sM
BURLINGTON, NC 27215
CHANNEL FILL/ DITCH PLUG
®
GRADE BANK 2:1 OR FLATTER
DEBRIS JAM DJ -T#
—RB—
EXISTING WETLANDS
SINGLE WING DEFLECTOR
DOUBLE WING DEFLECTOR Dw
""NOTE: ALL ITEMS ABOVE MAY NOT BE USED ON THIS PROJECT
GENERAL NOTES
1. THE CONTRACTOR IS REQUIRED TO INSTALL INSTREAM STRUCTURES USING
A TRACK HOE WITH A HYDRAULIC THUMB OF SUFFICIENT SIZE TO PLACE
BOULDERS, AND STRUCTURES.
2. WORK IS BEING PERFORMED AS AN ENVIRONMENTAL RESTORATION PLAN.
THE CONTRACTOR SHOULD MAKE ALL REASONABLE EFFORTS TO REDUCE
SEDIMENT LOSS AND MINIMIZE DISTURBANCE OF THE SITE WHILE
PERFORMING THE CONSTRUCTION WORK.
3. CONSTRUCTION IS SCHEDULED TO BEGIN WINTER 2017/2018.
REVISIONS
NO. DESCRIPTION ENGR. APPROV DATE
1 60%DESIGN -CITY REVIEW EMP KLT 6/16/17
2 60%DESIGN -PERMITTING EMP KLT 7/14/17
PREPARED FOR:
WILLOWBROOK PARK
ALAMANCE COUNTY, NC
PREPARED IN THE OFFICE OF:
ECOSYSTEM
PLANNING�' �" RESTORATION
559 JONES FRANKLIN ROAD, SUITE 150
RALEIGH, NC 27606
LICENSE # P-1 182
PROJECT # SHEET NO.
064 lA
SYMBOLOGY /
NOTES
PROJECT ENGINEER
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION
wl
T T77 rS:ia�7���-rr T�jYy�
V RLili G S °411T
�4}.ulcr R.�,y#urrca
CITY OF BURLINGTON
NEW LEAF SOCIETY
1 103 SOUTH MEBANE ST.
P.O. BOX 4083
BURLINGTON, NC 27215
BURLINGTON, NC 27215
WILLOWBROOK PARK
ALAMANCE COUNTY, NC
PREPARED IN THE OFFICE OF:
ECOSYSTEM
PLANNING�' �" RESTORATION
559 JONES FRANKLIN ROAD, SUITE 150
RALEIGH, NC 27606
LICENSE # P-1 182
PROJECT # SHEET NO.
064 lA
SYMBOLOGY /
NOTES
PROJECT ENGINEER
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION

q3 -ELEVATION POINT (SEE STRUCTURES TABLE)
LOG VANE SPECIFICATIONS
MATERIALS:
SPECIFICATIONS:
TYPE: GRANITE OR COMPARABLE
BOULDER
SIZE: 2 FT X 2 FT X 3 FT
NEW LEAF SOCIETY
TYPE: HARWOOD
P.O. BOX 4083
SIZE: 20 FT LONG, 12 INCH 0 MIN.
LOGS
NUMBER OF HEADER LOGS: 1
NUMBER OF FOOTER LOGS: 1
TYPE: TYPE 2 NON -WOVEN
FILTER FABRIC
WIDTH UPSTREAM: 6 FT MINIMUM
NOTES FOR LOG VANE STRUCTURES:
1. STRUCTURE DIMENSIONS AND MEASUREMENTS ARE SHOWN ON
THE STRUCTURES TABLE SHEET.
2. LOGS SHOULD BE STRAIGHT, HARDWOOD, AND NOT ROTTEN.
3. BOULDERS MUST BE OF SUFFICIENT SIZE TO ANCHOR LOGS.
4. SOIL SHOULD BE COMPACTED WELL AROUND BURIED PORTIONS OF LOGS.
5. BOULDER SHOULD BE PLACED ON TOP OF HEADER LOG FOR ANCHORING.
6. GEOTEXTILE FABRIC SHOULD BE NAILED TO THE LOG BELOW THE BACKFILL.
7. TRANSPLANTS CAN BE USED INSTEAD OF ROOTWADS,
PER DIRECTION OF ENGINEER.
REVISIONS
NO. DESCRIPTION ENGR. APPROV DATE
1 60% DESIGN -CITY REVIEW EMP KLT 6/16/17
2 60% DESIGN -PERMITTING EMP KLT 7/14/17
LOG
BELOW STRE
TYPICAL SECTIONS
WILLOW BROOK
STA. 10+00 TO 44+16
VARIES _ i . 15.0
--- ---
ABKF -
TYPICAL RIFFLE CROSS SECTION
VARIES
0.23
19.5
— — — — — — — --------
APOOL 2'57
TYPICAL POOL CROSS SECTION
LOG VANE
PLAN VIEW
PREPARED FOR:
STREAM BANK
AT LEAST 5'
WILLOWBROOK PARK
ALAMANCE COUNTY, NC
0.23
TOP OF STREAMBANK
FLS
STREAMBED
BOULDER '
2
HEADER LOG
_ FOOTERLOG
�% i
PROFILE VIEW A -A'
SECTION B - B'
ECOSYSTEM
PLANNING &
rem RESTORATION
559 JONES FRANKLIN ROAD, SUITE 150
RALEIGH, NC 27606
LICENSE # P-1 182
PROJECT # SHEET NO.
064 2
DETAILS
PROJECT ENGINEER
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION
�UR1E�INGTON
.WaYitr Ra�uscC9
..
CITY OF BURLINGTON
NEW LEAF SOCIETY
1 103 SOUTH MEBANE ST.
P.O. BOX 4083
BURLINGTON, NC 27215
BURLINGTON, NC 27215
STREAM BANK
AT LEAST 5'
WILLOWBROOK PARK
ALAMANCE COUNTY, NC
0.23
TOP OF STREAMBANK
FLS
STREAMBED
BOULDER '
2
HEADER LOG
_ FOOTERLOG
�% i
PROFILE VIEW A -A'
SECTION B - B'
ECOSYSTEM
PLANNING &
rem RESTORATION
559 JONES FRANKLIN ROAD, SUITE 150
RALEIGH, NC 27606
LICENSE # P-1 182
PROJECT # SHEET NO.
064 2
DETAILS
PROJECT ENGINEER
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION

0 - ELEVATION POINT (SEE STRUCTURES TABLE)
ROCK VANE SPECIFICATIONS
MATERIALS:
SPECIFICATIONS:
„1VaYitrRa�uscC�
TYPE: GRANITE OR COMPARABLE
BOULDER
SIZE: 2 FT X 2 FT X 3 FT
NEW LEAF SOCIETY
NUMBER OF HEADER ROWS: I
B
NUMBER OF FOOTER ROWS: 1
FILTER FABRIC
TYPE: TYPE 2 NON -WOVEN
FILTER FABRIC
WIDTH UPSTREAM: 6 FT MINIMUM
NOTES FOR ROCK VANE STRUCTURES:
1. STRUCTURE DIMENSIONS AND MEASUREMENTS ARE SHOWN ON
THE STRUCTURES TABLE SHEET.
2. DIG A TRENCH BELOW THE STREAM BED FOR FOOTER AND HEADER
ROCKS, FILTER FABRIC AND STONE BACKFILL.
3. PLACE FOOTER ROCKS AND THEN HEADER ROCKS TO ACHIEVE
DESIGN DIMENSIONS AND ELEVATIONS.
4. USE HAND PLACED STONE TO FILL GAPS AND VOIDS ON UPSTREAM
SIDE OF THE HEADER AND FOOTER ROCKS.
S. PLACE FILTER FABRIC BEGINNING AT THE TOP OF THE HEADER ROCKS
AND EXTENDING DOWN TO THE DEPTH OF THE FOOTER ROCKS, THEN
OUTWARD THE DISTANCE SPECIFIED IN THE STRUCTURES TABLE SHEET.
6. INSTALL STONE BACKFILL AND ONSITE ALLUVIUM AS SHOWN., TO THE
DIMENSIONSINDICATED IN THE STRUCTURES TABLE SHEET.
7. AFTER ALL STONE BACKFILL HAS BEEN PLACED, FILL IN THE UPSTREAM
SIDE OF THE STRUCTURE WITH ONSITE ALLUVIUM TO THE ELEVATION OF
THE TOP OF THE HEADER ROCK.
- ELEVATION POINT (SEE STRUCTURES TABLE)
ROCK CROSS VANE SPECIFICATIONS
MATERIALS:
SPECIFICATIONS:
„1VaYitrRa�uscC�
TYPE: GRANITE OR COMPARABLE
BOULDER
SIZE: 2FTX2 FTX3 FT
NEW LEAF SOCIETY
NUMBER OF HEADER ROWS: 1
B
NUMBER OF FOOTER ROWS: 1
FILTER FABRIC
TYPE: TYPE 2 NON -WOVEN
WIDTH UPSTREAM: 6 FT MINIMUM
NOTES FOR CROSS VANE STRUCTURES:
1. DIG ATRENCH BELOW THE STREAM BED FOR FOOTER AND HEADER
ROCKS, FILTER FABRIC AND STONE BACKFILL.
2. PLACE FOOTER ROCKS AND THEN HEADER ROCKS TO ACHIEVE
DESIGN DIMENSIONS AND ELEVATIONS.
3. USE HAND PLACED STONE TO FILL GAPS AND VOIDS ON UPSTREAM
SIDE OF THE HEADER AND FOOTER ROCKS.
4. PLACE FILTER FABRIC BEGINNING AT THE TOP OF THE HEADER ROCKS
AND EXTENDING DOWN TO THE DEPTH OF THE FOOTER ROCKS, THEN
OUTWARD THE DISTANCE SPECIFIED IN THE STRUCTURES TABLE SHEET.
S. INSTALL STONE BACKFILL AND ONSITE ALLUVIUM AS SHOWN, TO THE
DIMENSIONS INDICATED IN THE STRUCTURES TABLE SHEET.
6. AFTER ALL STONE BACKFILL HAS BEEN PLACED, FILL IN THE UPSTREAM
SIDE OF THE STRUCTURE WITH ONSITE ALLUVIUM TO THE ELEVATION OF
THE TOP OF THE HEADER ROCK.
REVISIONS
NO. DESCRIPTION ENGR. APPROV DATE
1 60% DESIGN -CITY REVIEW EMP KLT 6/16/17
2 60%DESIGN -PERMITTING EMP KLT 7/14/17
/ IB
IT I l
ARM
ANGLE
i
NO GAPS
BETWEEN
A ROCKS
Sll...l..—
PLAN VIEW
—N�
INVERT
„1VaYitrRa�uscC�
J
J
°
..
CITY OF BURLINGTON
NEW LEAF SOCIETY
]
Y_
B
BURLINGTON, NC 27215
BURLINGTON, NC 27215
4
¢7 F
A
�O
ZZ
4
aw
mN 3
5
LL
d 20%-30%
O
F-
C \
�SCOURI
POOL
_ C' '
HEADER
NO GAPS ROCK
BETWEEN
A, ROCKS
FOOTER
ROCK
B'
PLAN VIEW
PREPARED FOR:
J
7
ROCK VANE RV
PROJECT # SHEET NO.
064 2A
DETAILS
HEADER ROCK
TOP OF BANK / BANKFULL (SEE NOTE 1) 2 1
A FLOW � 3 ARM SLOPE
HEADER ONSITE ALLUVIUM
ROCK
FOOTER
ROCK
FOOTER ROCK
FILTER FABRIC
/ B' \
I
:SCOUR POOU
ROCK CROSS VANE
ONSITE ALLUVIUM--,,
FILTER
PROFILE VIEW A -A'
VANE ARM
SECTION B - B'
VANE ARM CROSS SECTION
Y HEADER ROCK
Q Ld / BANKFULL (SEE NOTE 1)
m w TOP OF BANK 2,6 1.7
O FLOW— 3.5 4%-7%
Z Z ONSITE ALLUVIUM
Qw
mw
u -
O
4' FOOTER ROCK
o
FILTER FABRIC
AlPROFILE VIEW A -A'
VANEARM
ml
I
SILL
ONSITE ALL
ROCK
FOOTER ROCK
TRIM FILTER FABRIC EVEN WITH
FRONT EDGE OF HEADER ROCK
HEADER ROCK
ONSITE ALLUVIUM
FILTER FABRIC—/FOOTER ROCK
WILLOWBROOK PARK
ALAMANCE COUNTY, NC
PROFILE VIEW B - B'
INVERT
PREPARED IN THE OFFICE OF:
ECOSYSTEM
PLANNING &
RESTORATION
559 JONES FRANKLIN ROAD, SUITE 150
RALEIGH, NC 27606
LICENSE # P-1 182
SECTION C - C'
INVERTAND POOL
PROJECT ENGINEER
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION
URLYNGT IT
„1VaYitrRa�uscC�
°
..
CITY OF BURLINGTON
NEW LEAF SOCIETY
1 103 SOUTH MEBANE ST.
P.O. BOX 4083
BURLINGTON, NC 27215
BURLINGTON, NC 27215
J
7
ROCK VANE RV
PROJECT # SHEET NO.
064 2A
DETAILS
HEADER ROCK
TOP OF BANK / BANKFULL (SEE NOTE 1) 2 1
A FLOW � 3 ARM SLOPE
HEADER ONSITE ALLUVIUM
ROCK
FOOTER
ROCK
FOOTER ROCK
FILTER FABRIC
/ B' \
I
:SCOUR POOU
ROCK CROSS VANE
ONSITE ALLUVIUM--,,
FILTER
PROFILE VIEW A -A'
VANE ARM
SECTION B - B'
VANE ARM CROSS SECTION
Y HEADER ROCK
Q Ld / BANKFULL (SEE NOTE 1)
m w TOP OF BANK 2,6 1.7
O FLOW— 3.5 4%-7%
Z Z ONSITE ALLUVIUM
Qw
mw
u -
O
4' FOOTER ROCK
o
FILTER FABRIC
AlPROFILE VIEW A -A'
VANEARM
ml
I
SILL
ONSITE ALL
ROCK
FOOTER ROCK
TRIM FILTER FABRIC EVEN WITH
FRONT EDGE OF HEADER ROCK
HEADER ROCK
ONSITE ALLUVIUM
FILTER FABRIC—/FOOTER ROCK
WILLOWBROOK PARK
ALAMANCE COUNTY, NC
PROFILE VIEW B - B'
INVERT
PREPARED IN THE OFFICE OF:
ECOSYSTEM
PLANNING &
RESTORATION
559 JONES FRANKLIN ROAD, SUITE 150
RALEIGH, NC 27606
LICENSE # P-1 182
SECTION C - C'
INVERTAND POOL
PROJECT ENGINEER
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION

e - ELEVATION POINT (SEE STRUCTURES TABLE)
CONSTRUCTED CASCADE SPECIFICATIONS
MATERIALS:
SPECIFICATIONS:
(SEE DETAIL)
TYPE: GRANITE OR COMPARABLE
LARGE ROCKS
SIZE: CLASS II
STONE BACKFILL
THICKNESS: 24 INCHES MIN.
COIR FIBER MATTING
TYPE: GRANITE OR COMPARABLE
NOTES FOR CONSTRUCTED RIFFLE STRUCTURES:
SIZE: CLASS A AND CLASS B (50/50 MIX)
STONE BACKFILL
THICKNESS: 16 INCHES MIN.
COIR FIBER MATTING
SEE MATTING DETAIL
NOTES FOR CONSTRUCTED CASCADE STRUCTURES:
1. GRADE STREAMBED AND BANKS TO PROPOSED DIMENSIONS PER
TYPICAL CROSS-SECTION AND PROFILE.
2. EXCAVATE TRENCH BELOW PROPOSED STREAMBED ELEVATION
EQUAL TO OR GREATER THAN RIFFLE THICKNESS.
3. INSTALL COIR FIBER MATTING ALONG STREAMBANKS ENSURING
MATTING IS SUFFICIENTLY TRENCHED ALONG TOP OF BANK.
4.FILL TRENCH WITH STONE TO FINAL DESIGN STREAM GRADE.
4b - ELEVATION POINT (SEE STRUCTURES TABLE)
CONSTRUCTED RIFFLE SPECIFICATIONS
MATERIALS:
SPECIFICATIONS:
(SEE DETAIL)
TYPE: GRANITE OR COMPARABLE
TOE
SIZE: CLASS A AND CLASS B (50/50 MIX)
STONE BACKFILL
THICKNESS: 16 INCHES MIN.
COIR FIBER MATTING
SEE MATTING DETAIL
NOTES FOR CONSTRUCTED RIFFLE STRUCTURES:
1. GRADE STREAMBED AND BANKS TO PROPOSED DIMENSIONS PER
TYPICAL CROSS-SECTION AND PROFILE.
2. EXCAVATE TRENCH BELOW PROPOSED STREAMBED ELEVATION
EQUAL TO OR GREATER THAN RIFFLE THICKNESS.
3. INSTALL COIR FIBER MATTING ALONG STREAMBANKS ENSURING
MATTING IS SUFFICIENTLY TRENCHED ALONG TOP OF BANK.
4.FILL TRENCH WITH STONE TO FINAL DESIGN STREAM GRADE.
REVISIONS
NO. DESCRIPTION ENGR. APPROV DATE
1 60% DESIGN -CITY REVIEW EMP KLT 6/16/17
2 60% DESIGN -PERMITTING EMP KLT 7/14/17
PREPARED FOR:
URL _'TON
CITY OF BURLINGTON
1 103 SOUTH MEBANE ST.
BURLINGTON, NC 27215
TOP OF
TOP OF
CONSTRUCTED CASCADE
RIFFLE WIDTH
A
PLAN VIEW
CONSTRUCTED RIFFLE CR
RIFFLE WIDTH
A
401
.r
NEW LEAF SOCIETY
P.O. BOX 4083
BURLINGTON, NC 27215
PLAN VIEW
HEAD OF RIFFLE
FLOW
RIFFLE THICKNESS
�6
°oo o r>>?_. POOL
PROFILE A - A'
COIR FIBER
MATTING
(SEE DETAIL)
TOE
TOP OF BANK
0
moo_
COIR FIBER MATTING SHOULD BE
RIFFLE THICKNESS
TRENCHED THROUGH STONE BACKFILL
SECTION B - B'
HEAD OF RIFFLE
FLy
GL10E„�!,'sb - RIFFLETHICKNESS
u` mOM
o POOL
PROFILE A. A'
COIR FIBER
MATTING
(SEE DETAIL)
TOE TOP OF BANK
�o
o yan
COIR FIBER MATTING SHOULD BE
RIFFLE THICKNESS TRENCHED THROUGH STONE BACKFILL
WILLOWBROOK PARK
ALAMANCE COUNTY, NC
SECTION B - B'
PREPARED IN THE OFFICE OF:
ECOSYSTEM
PLANNING &
RESTORATION
559 JONES FRANKLIN ROAD, SUITE 150
RALEIGH, INC 27606
LICENSE # P-1 182
PRJEC
OT ET # SHENO.
064 2B
DETAILS
PROJECT ENGINEER
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION

DOUBLE WING DEFLECTOR DW
0 - ELEVATION POINT (SEE STRUCTURES TABLE)
SINGLE WING DEFLECTOR SPECIFICATIONS
MATERIALS:
SPECIFICATIONS.
A
TYPE: GRANITE OR COMPARABLE
BOULDER
STONE BACKFILL
P.O. BOX 4083
NUMBER OF HEADER ROWS: 1
1/3 1/3 1/3
NUMBER OF FOOTER ROWS: 1
FILTER FABRIC
A
BANKFUL STAG A
WIDTH UPSTREAM: 6 FT MINIMUM
Y
BOTTOM BOTTOM BOTTOM
THE STRUCTURES TABLE SHEET.
2. DIG ATRENCH BELOW THE STREAM BED FOR FOOTER AND HEADER
\
1/3 TO 1/2 BANK -l"' \
DESIGN DIMENSIONS AND ELEVATIONS.
4. USE HAND PLACED STONE TO FILL GAPS AND VOIDS ON UPSTREAM
WIDTH OF IWIDTH OF WIDTH OF
S. PLACE FILTER FABRIC BEGINNING AT THE TOP OF THE HEADER ROCKS
AND EXTENDING DOWN TO THE DEPTH OF THE FOOTER ROCKS, THEN
OUTWARD THE DISTANCE SPECIFIED IN THE STRUCTURES TABLE SHEET.
6. INSTALL STONE BACKFILL AND ONSITE ALLUVIUM AS SHOWN, TO THE
DIMENSIONS INDICATED IN THE STRUCTURES TABLE SHEET.
mCHANNEL
SIDE OF THE STRUCTURE WITH ONSITE ALLUVIUM TO THE ELEVATION OF
THE TOP OF THE HEADER ROCK.
CHANNEL
CHANNE
3
m
H
ADER ROCK Ga_
2 T
0 30°
Q BACK FILL WITH WELL GRADED
4
HEADER ROCK
P�C�
LL
0
AR:q-�
MATERIAL FROM STREAMBED
U-
0
SECTION A - A
NO GAPS BETWEEN ROCKS
d1
HEADER ROC
a
FIRST TIED INTO
T ROCK
IROCK
1/2 BANKFULL
HEADER ROCK
0
I-`1R,yj,
SR K
1
0
~
FOOTER
HEADER ROCK
FLOWS
2%T04% SLOPE
PRS
ROCK
BACK FILL WITH WELL GRADED
- ELEVATION POINT (SEE STRUCTURES TABLE)
2'
STREAMBED
CLASS A & B STONE MIX COARSE
SECTION A - A
E
R�
MATERIAL FROM STREAMBED
`-\\
`-- FOOTER ROCK
W
2 2
A
fm
�� FLOW
W
A
DOUBLE WING DEFLECTOR SPECIFICATIONS
o
0
a
¢
o
MATERIALS:
SPECIFICATIONS:
TYPE: GRANITE OR COMPARABLE20°
TO 30°
H
3
SIZE: 2 FT X 2 FT X 3 FT
3
1-
NO GAPS
BOULDER
NUMBER OF HEADER ROWS: 1
BETWEEN
NUMBER OF FOOTER ROWS: 1
ROCKS
TYPE: TYPE 2 NON -WOVEN
4 6D �qM ;1.,
R
FILTER FABRIC
WIDTH UPSTREAM: 6 FT MINIMUM
O
ROCK
_
1/2 BANKFULL
� HEADER
NOTES FOR DOUBLE WING DEFLECTOR STRUCTURES:
1 . STRUCTURE DIMENSIONS AND MEASUREMENTS ARE SHOWN ON
FOOTER
ROCK
BOULDER
FIRST ROCK
TIED INTO
FLOW-
2% TO 4% SLOPE
THE STRENC RES TABLESHEET. STREAM
2. DIG A TRENCH BELOW THE STREAM BED FOR FOOTER AND HEADER
CLUSTER
STREAMBANK
ROCKS, FILTER FABRIC AND STONE BACKFILL.
STREAMBED
3. PLACE FOOTER ROCKS AND THEN HEADER ROCKS TO ACHIEVE
PLAN VIEW
ELEVATION
DESIGN DIMENSIONS AND ELEVATIONS.
4. USE HAND PLACED STONE TO FILL GAPS AND VOIDS ON UPSTREAM
FOOTER ROCK
SIDE OF THE HEADER AND FOOTER ROCKS.
S. PLACE FILTER FABRIC BEGINNING AT THE TOP OF THE HEADER ROCKS
AND EXTENDING DOWN TO THE DEPTH OF THE FOOTER ROCKS, THEN
'X`
OUTWARD THE DISTANCE SPECIFIED IN THE STRUCTURES TABLE SHEET.
ARM PROFILE VIEW
6. INSTALL STONE BACKFILL AND ONSITE ALLUVIUM AS SHOWN, TO THE
DIMENSIONS INDICATED IN THE STRUCTURES TABLE SHEET.
NOTE: NO SLOPE FOR ARMSY & Z
7. AFTER ALL STONE BACKFILL HAS BEEN PLACED, FILL IN THE UPSTREAM
SIDE OF THE STRUCTURE WITH ONSITE ALLUVIUM TO THE ELEVATION OF
THE TOP OF THE HEADER ROCK.
0 - ELEVATION POINT (SEE STRUCTURES TABLE)
SINGLE WING DEFLECTOR SPECIFICATIONS
MATERIALS:
SPECIFICATIONS.
A
TYPE: GRANITE OR COMPARABLE
BOULDER
SIZE: 2 FT X 2 FT X 3 FT
P.O. BOX 4083
NUMBER OF HEADER ROWS: 1
STONE BACKFILL
NUMBER OF FOOTER ROWS: 1
FILTER FABRIC
TYPE: TYPE 2 NON -WOVEN
BANKFULL STAGE
WIDTH UPSTREAM: 6 FT MINIMUM
NOTES FOR SINGLE WING DEFLECTOR STRUCTURES:
1. STRUCTURE DIMENSIONS AND MEASUREMENTS ARE SHOWN ON
THE STRUCTURES TABLE SHEET.
2. DIG ATRENCH BELOW THE STREAM BED FOR FOOTER AND HEADER
ROCKS, FILTER FABRIC AND STONE BACKFILL.
3. PLACE FOOTER ROCKS AND THEN HEADER ROCKS TO ACHIEVE
DESIGN DIMENSIONS AND ELEVATIONS.
4. USE HAND PLACED STONE TO FILL GAPS AND VOIDS ON UPSTREAM
SIDE OF THE HEADER AND FOOTER ROCKS.
S. PLACE FILTER FABRIC BEGINNING AT THE TOP OF THE HEADER ROCKS
AND EXTENDING DOWN TO THE DEPTH OF THE FOOTER ROCKS, THEN
OUTWARD THE DISTANCE SPECIFIED IN THE STRUCTURES TABLE SHEET.
6. INSTALL STONE BACKFILL AND ONSITE ALLUVIUM AS SHOWN, TO THE
DIMENSIONS INDICATED IN THE STRUCTURES TABLE SHEET.
7. AFTER ALL STONE BACKFILL HAS BEEN PLACED, FILL IN THE UPSTREAM
SIDE OF THE STRUCTURE WITH ONSITE ALLUVIUM TO THE ELEVATION OF
THE TOP OF THE HEADER ROCK.
REVISIONS
NO. DESCRIPTION ENGR. APPROV DATE
1 60% DESIGN -CITY REVIEW EMP KLT 6/16/17
2 60% DESIGN -PERMITTING EMP KLT 7/14/17
A
Y
z
ELLm
O
0
PREPARED FOR:
I
FLOW
SINGLE WING DEFLECTOR
sW
A
CITY OF BURLINGTON
1/3
1 103 SOUTH MEBANE ST.
P.O. BOX 4083
BURLINGTON, NC 27215
STONE BACKFILL
BOTTOM
A
BANKFULL STAGE
A
WIDTH OF
tl
O
\
L'
Z
1/3 OFBANKFULLSTAGE
——— — — — — —— 8
0
;77:
8
m
W
3
H
ADER ROCK Ga_
2 T
0 30°
Q BACK FILL WITH WELL GRADED
4
HEADER ROCK
P�C�
1 CLASS A & B STONE MIX COARSE
AR:q-�
MATERIAL FROM STREAMBED
SECTION A - A
FLOW
,
rsYd',14cr Rr�l4urouec
A
CITY OF BURLINGTON
NEW LEAF SOCIETY
1 103 SOUTH MEBANE ST.
P.O. BOX 4083
BURLINGTON, NC 27215
BURLINGTON, NC 27215
tl
O
Q
8
3
H
2 T
0 30°
4
AR:q-�
NO GAPS BETWEEN ROCKS
BOTTOM WIDTH
FIRST TIED INTO
T ROCK
IROCK
1/2 BANKFULL
HEADER ROCK
SR K
FOOTER
FLOWS
2%T04% SLOPE
ROCK
PLAN VIEW
STREAMBED
E
R�
`-\\
`-- FOOTER ROCK
B■■ i) ppis irty}1I��.T.rr� +� �4
lua .1NGTOA�1
,
rsYd',14cr Rr�l4urouec
CITY OF BURLINGTON
NEW LEAF SOCIETY
1 103 SOUTH MEBANE ST.
P.O. BOX 4083
BURLINGTON, NC 27215
BURLINGTON, NC 27215
WILLOWBROOK PARK
ALAMANCE COUNTY, NC
ARM 'A' PROFILE VIEW
NOTE: NO SLOPE FOR ARMS B & C
PREPARED IN THE OFFICE OF:
Ec OSYST E M
PLANNING &
RESTORATION
559 JONES FRANKLIN ROAD, SUITE 150
RALEIGH, NC 27606
LICENSE # P-1 182
77
PROJECT # SHEET NO.
064 2C
DETAILS
PROJECT ENGINEER
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION

e - ELEVATION POINT (SEE STRUCTURES TABLE)
OFFSET ROCK CROSS VANE SPECIFICATIONS
MATERIALS: SPECIFICATIONS:
PLAN VIEW
TYPE: GRANITE OR COMPARABLE
Ra�uscC9
SIZE: 2 FT X 2 FT X 3 FT
BOULDER
NUMBER OF HEADER ROWS: 1
BACKFILL
NUMBER OF FOOTER ROWS: 1
FILTER FABRIC
TYPE: TYPE 2 NON -WOVEN
WIDTH UPSTREAM: 6 FT MINIMUM
NOTES FOR OFFSET ROCK CROSS VANE
1. DIG A TRENCH BELOW THE BED FOR FOOTER ROCKS AND PLACE FILL
ON UPSTREAM SIDE OF VANE ARM, BETWEEN THE ARM AND STREAMBANK.
2. PLACE FOOTER ROCKS AND THEN HEADER ROCKS TO ACHIEVE DESIGN
DIMENSIONS AND ELEVATIONS.
3. USE HAND PLACED STONE TO FILL GAPS ON UPSTREAM SIDE OF HEADER
AND FOOTER ROCKS.
4. PLACE FILTER FABRIC BEGINNING AT THE TOP OF HTE HEADER ROCKS AND
EXTENDING DOWN TO THE DEPTH OF THE FOOTER ROCKS, THEN OUTWARD
THE DISTANCE SPECIFIED IN THE STRUCTURES TABLE SHEET.
5. INSTALL STONE BACKFILL AND ONSITE ALLUVIUM AS SHOWN, TO THE
DIMENSIONS INDICATED IN THE STRUCTURES TABLE SHEET.
6. AFTER ALL STONE BACKFILL HAS BEEN PLACED, FILL IN THE UPSTREAM
SIDE FO THE STRUCTURE WITH ONSITE ALLUVIUM TO THE ELEVATION
OF THE TOP OF HEADER ROCK.
NOTES:
1. IN AREAS TO BE MATTED, ALL SEEDING, SOIL
AMENDMENTS, AND SOIL PREPARATION MUST BE
COMPLETED PRIOR TO PLACEMENT OF COIR
FIBER MATTING.
2. WOODEN STAKES AS DIRECTED BYTHE ENGINEER.
WOODEN STAKES ARE PREFERRED. USE STAPLES
AS SMALL ANCHORS MUST BE PRE -APPROVED BY
THE ENGINEER PRIOR TO INSTALLATION.
SMALLANCHORSON
2'CENTERS
COIR FIBER
MATTING
ANCHORS ON -
2'-3' CENTERS
y
4r
STREAM BED
OUTSIDE ARM
MATTING
IN TRENCH
BACKFILL WITH —
STREAMBED MATERIAL
TYPICA
REVISIONS
NO. DESCRIPTION ENGR. APPROV DATE
1 60% DESIGN -CITY REVIEW EMP KLT 6/16/17
2 60% DESIGN -PERMITTING EMP KLT 7/14/17
OFFSET ROCK CROSS VANE S
INSIDE ARM
— NO GAPS BETWEEN ROCKS
SCOUR POOL (EXCAVATED)
PER DIRECTION OF ENGINEER
PLAN VIEW
HEADER ROCK
TOP OF BANK / BAN KFULL (SEE NOTE 1) 2 1
FLOW— 3
ONSITE ALLUVIUM ,.
FOOTER ROCK
FILTER FABRIC
PROFILE VIEW A - A'
VANE ARM
SMALL ANCHOR TRENCH COIR FIBER MATTING
ON i' CENTERS
ANCHOR OVERLAP
ON 1' CENTERS
LARGE
ANCHORS ON
3'CENTERS ALONG CENTER
LARGE
ANCHORS ON
2' CENTERS ALONG TOE
_ F"_ 6" OVERLAY(MIN)
�UR1I�II _GT()I�T
PLAN VIEW
„1VaYitr
Ra�uscC9
18", 24
CTP)
CITY OF BURLINGTON
FLOODPLAIN/
EXISTING
BACKFILL
�
GROUND
O MIN
SMALL ANCHORS ON
aVCENTERS
IN TRENCH
—MATTING SHALL BE
PLACED IN TRENCH,
BACKFILLED, AND COMPACTED
6" BURIED BELOW STREAMBED
CROSS SECTION
PREPARED FOR:
ONSITE ALLUVIUM
FILTER
HEADER ROCK
f3�7�]r�f'7 Z�7�7
SECTION B - B'
VANE ARM CROSS SECTION
MAT POINT BARS WITH COIR FIBER MATTING
WHERE INDICATED ON PLANS
® MATTING PLACEMENT
SEE PLAN VIEW SHEET FOR MATTING LOCATIONS
TYPICAL MATTING PLAN VIEW
WILLOWBROOK PARK
ALAMANCE COUNTY, NC
PREPARED IN THE OFFICE OF:
ECOSYSTEM
PLANNING &
RESTORATION
559 JONES FRANKLIN ROAD, SUITE 150
RALEIGH, NC 27606
LICENSE # P-1 182
777) PROJECT # SHEET NO.
064 2D
DETAILS
LARGEANCHORS
2" X 2" (NOMINAL)
WOODEN STAKE
1"
2
4"f
SMALLANCHORS
WOODEN STAKE
1.5"
11"
J
1 "(NOMINAL)
STAPLE
J
ANCHOR OPTIONS
PROJECT ENGINEER
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION
�UR1I�II _GT()I�T
��
„1VaYitr
Ra�uscC9
..
CITY OF BURLINGTON
NEW LEAF SOCIETY
1 103 SOUTH MEBANE ST.
P.O. BOX 4083
BURLINGTON, NC 27215
BURLINGTON, NC 27215
ONSITE ALLUVIUM
FILTER
HEADER ROCK
f3�7�]r�f'7 Z�7�7
SECTION B - B'
VANE ARM CROSS SECTION
MAT POINT BARS WITH COIR FIBER MATTING
WHERE INDICATED ON PLANS
® MATTING PLACEMENT
SEE PLAN VIEW SHEET FOR MATTING LOCATIONS
TYPICAL MATTING PLAN VIEW
WILLOWBROOK PARK
ALAMANCE COUNTY, NC
PREPARED IN THE OFFICE OF:
ECOSYSTEM
PLANNING &
RESTORATION
559 JONES FRANKLIN ROAD, SUITE 150
RALEIGH, NC 27606
LICENSE # P-1 182
777) PROJECT # SHEET NO.
064 2D
DETAILS
LARGEANCHORS
2" X 2" (NOMINAL)
WOODEN STAKE
1"
2
4"f
SMALLANCHORS
WOODEN STAKE
1.5"
11"
J
1 "(NOMINAL)
STAPLE
J
ANCHOR OPTIONS
PROJECT ENGINEER
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION

GEOLIFT
STAKE TOP LAYER OF 4' DEEP (TYP)
COIR FIBER MATTING IN 6" TRENCH
(SEE MATTING DETAIL)
TOP OF BANK
FLOODPLAIN
LIVE BRANCH CUTTINGS (SEE
UNDISTURBED - - - PLANTING PLAN FOR SPECIES)
EARTH
COIR FIBER MATTING
ENCOMPASSES LIFT
1 :5' LIFT OF COMPACTED
ON-SITE SOIL (YYP)
FOUNDATION:
I ) ROOTWAD CLUSTER ANF
2) LARGE STONE BACKFILL
NOTES:
1. WHEN GEOLIFTS ARE BUILT ABOVE ROOTWAD CLUSTER, USE LARGE STONE BACKFILL BEHIND ROOT MASS TO BUILT FOUNDATION.
REVISIONS
NO. DESCRIPTION ENGR. APPROV DATE
1 60% DESIGN -CITY REVIEW EMP KLT 6/16/17
2 60% DESIGN -PERMITTING EMP KLT 7/14/17
PREPARED FOR:
URIE�II ''TON
CITY OF BURLINGTON
1 103 SOUTH MEBANE ST.
BURLINGTON, NC 27215
NEW LEAF SOCIETY
P.O. BOX 4083
BURLINGTON, NC 27215
APPROX. 6" OF STONE
TOE ABOVE BASEFLOW
BASEFLOW
BED
POINT BAR OF CHANNEL
BED MATERIAL
(SEE TYPICAL SECTIONS)
STONE TOE APPROX. 1 FT BELOW
FINISHED BED ELEVATION
WILLOWBROOK PARK
ALAMANCE COUNTY, NC
PREPARED IN THE OFFICE OF:
ECOSYSTEM
PLANNING &
RESTORATION
559 JONES FRANKLIN ROAD, SUITE 150
RALEIGH, NC 27606
LICENSE # P-1 182
PROJECT # SHEET NO.
064 2E
DETAILS
PROJECT ENGINEER
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION

TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
NOTES: �O
1. PROVIDE TURNING RADIUS SUFFICIENT TO ACCOMIDATE EXPECTED EQUIPMENT.
2. LOCAL ENTRANCES TO PROVIDE FOR UTILIZATION BY ALL CONSTRUCTION VEHICLES.
3: MUST BE MAINTAINED IN THE CONDITION WHICH WILL PREVENT TRACKING OR DIRECT MUD INTO STREETS.
4. AND MATERIAL TRACKED ONTO THE ROADWAY MUST BE CLEANED UP IMMEDIATELY.
S. LOCAL GRAVEL CONSTRUCTION ENTRANCE AT ALL POINTS OF INGRESS AND EGRESS UNTIL SITE IS STABILIZED.
PROVIDE FREQUENT CHECKS TO THE ENTRANCE AND TIMELY MAINTENANCE.
6. NUMBER AND LOCATION OF CONTRUCTION ENTRANCES AS SHOWN ON PLANS, OR AS DIRECTED BY THE ENGINEER.
7. USE CLASS "A" STONE OR OTHER COURSE AGGREGATE APPROVED BY THE ENGINEER.
S. INSTALL CONTRUCTION ENTRANCES IN A WAY TO PREVENT VEHICLES FROM BYPASSING CONTRUCTION ENTRANCES
LEAVING THE PROJECT SITE.
TEMPORARY SILT FENC
6' MAXIMUM
GEOTEXTILE FABRIC
COMPACTED FI
STEEL POST- 2'-0" DEPTH
EXTENSION OF GEOTEXTILE
FABRIC INTO TRENCH
If[i7uL�
1. USE GEOTEXTILE FABRIC A MINIMUM OF 36" IN WIDTH AND FASTEN
ADEQUATELY TO THE STEEL POSTS.
2. PROVIDE S' STEEL POST OF THE SELF -FASTENER ANGLE STEEL TYPE.
3. REMOVE ONCE AREA IS STABLE.
TEMPORARY STREAM CROSSING - WOOD MAT
WOOD MAT
STONE BACKFILL
- . - .:GEOTEXTILEFABRIC_ . -
CROSS SECTION
NOTES:
1. CONSTRUCT STREAM CROSSING WHEN FLOW IS LOW.
2. HAVE ALL NECESSARY MATERIALS AND EQUIPMENT ON-SITE BEFORE WORK BEGINS.
3. MINIMIZE CLEARING AND EXCAVATION OF STREAMBANKS. DO NOT EXCAVATE CHANNEL BOTTOM.
4. LINE STREAMBANK AND ACCESS RAMP AREA WITH GEOTEXTILE FABRIC.
5. INSTALL STREAM CROSSING AT RIGHT ANGLE TO THE FLOW.
6. TRANSPLANT SOD FROM ORIGINAL STREAMBANK ONTO SIDE SLOPES FOR LATER USE.
7. MAINTAIN CROSSING SO THAT RUNOFF IN THE CONSTRUCTION ROAD DOES NOT ENTER EXISTING CHANNEL
BY INSTALLING SILT FENCE ON ALL FOUR CORNERS ADJACENT TO THE STREAM. SEE SILT FENCE DETAIL.
S. STABILIZE AN ACCESS RAMP OF CLASS B STONE TO THE EDGE OF THE MUD MAT.
9. THE WOOD MAT SHALL BE OF SUFFICIENT SIZE AND WIDTH TO SUPPORTTHE LARGEST VEHICLE CROSSING THE CHANNEL.
10. CONTRACTOR SHALL DETERMINE AN APPROPRIATE RAMP ANGLE ACCORDING TO EQUIPMENT UTILIZED, RECOMMENDED AT A 5:1 SLOPE.
REVISIONS
NO. DESCRIPTION ENGR. APPROV DATE
1 60% DESIGN -CITY REVIEW EMP KLT 6/16/17
2 60% DESIGN -PERMITTING EMP KLT 7/14/17
PCily..r
tURLIrNfJON
aYicr Ra ¢rcL9
CITY OF BURLINGTON
1 103 SOUTH MEBANE ST.
BURLINGTON, NC 27215
NEW LEAF SOCIETY
P.O. BOX 4083
BURLINGTON, NC 27215
SILK FENCE
WILLOWBROOK PARK
ALAMANCE COUNTY, NC
PLAN VIEW
STONE BACKFILL
PREPARED IN THE OFFICE OF:
ECOSYSTEM
PLANNING &
RESTORATION
559 JONES FRANKLIN ROAD, SUITE 150
RALEIGH, NC 27606
LICENSE # P-1 182
PROJECT # SHEET NO.
064 2F
DETAILS
PROJECT ENGINEER
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION

VEGETATION SELECTION
TEMPORARY SEEDING - Zone 1 - Zone 4
Temporary herbaceous seed mixtures for the restoration site shall be planted in all disturbed areas. Temporary seed shall be
applied according to the construction specifications and the information specified below.
Scientific Name Common Name Rate Dates
Seca/e cereale Cereal Rye Grain 130 lbs/acre September to March (Cool Season)
Sorghum saccharatum Sudan Grass 30 lbs/acre April to August (Warm Season)
Total Planting Area for Temporary Seeding xxx acres)
PERMANENT SEEDING - Stream Channel - Zone 1
This permanent herbaceous seed mixture shall be planted in all disturbed areas as specified on the plans as Zone 1. This
permanent herbaceous seed mixture shall be applied with temporary seed, as defined in the construction specifications.
Permanent seed shall be applied at a rate of 20 Ibslacre.
STREAM CHANNEL
Scientific Name Common Name by Species Indicator Status
Calamagrostis canadensis
Canada bluejoint
5
FACW
Carax crinita
Broadwing sedge
2
OBL
Carexlupulina
Hop Sedge
5
OBL
Carex lurida
Lurid Sedge
8
OBL
Carex stricta
Tussock Sedge
5
OBL
Carex vulpinoidea
Fox Sedge
5
FACW
Dichanthelium clandestinum
Deer -tongue
3
FAC
Glyceria canadensis
Rattlesnake Grass
3
OBL
Juncus effusus
Common Rush
2
FACW
Panicum dichotomiflorum
Smooth Panicgrass
4
FACW
Panicum rigidulum
Redtop Panicgrass
10
FACW
Panicum virgatum
Switchgrass
8
FAC
Poa trivialis
Rough Bluegrass
15
FACW
Asclepias incarnata
Swamp Milkweed
2
OBL
Bidens frondosa
Beggars Tick
4
FACW
Chelone glabra
Turtlehead
5
OBL
Iris virginica
Virginia Iris
4
OBL
Lobelia cardinalis
Cardinal Flower
4
FACW
Onoclea sensibilis
Sensitive Fern
2
FACW
Iris versicolor
Blue Flag Iris
4
OBL
Liatris spicata
Total
100%
FAC
Total Planting Area for Permanent Seeding: Stream Channel xxx acre(s)
REVISIONS
NO. DESCRIPTION ENGR. APPROV DATE
1 60%DESIGN -CITY REVIEW EMP KILT 6/16/17
2 60%DESIGN -PERMITTING EMP KLT 7/14/17
r PREPARED FOR:
s:aas , r,�
GTON
Waicr R.c,y#unrca
CITY OF BURLINGTON NEW LEAF SOCIETY
1 103 SOUTH MEBANE ST. P.O. BOX 4083
BURLINGTON, NC 27215 BURLINGTON, NC 27215
PERMANENT SEEDING - Riparian Buffer - Zone 2
This permanent herbaceous seed mixture shall be planted in all disturbed areas as specified on the plans as Zone 2. This
permanent herbaceous seed mixture shall be applied with temporary seed, as defined in the construction specifications.
Permanent seed shall be applied at a rate of 20 lbs/acre.
RIPARIAN BUFFER
Total Planting Area for Permanent Seeding: Riparian Buffer xxx acre(s)
PERMANENT SEEDING - Upland Buffer - Zone 3
This permanent herbaceous seed mixture shall be planted in all disturbed areas as specified on the plans as Zone 1. This
permanent herbaceous seed mixture shall be applied with temporary seed, as defined in the construction specifications.
Permanent seed shall be applied at a rate of 20 lbs/acre.
UPLAND BUFFER
Percent Planted
Wetland
Scientific Name
Common Name
by Species
Indicator Status
Agrostis perennans
Autumn Bentgrass
15
FACU
Carex grayi
Gray's Sedge
5
FACW
Carex vu/pinoidea
Fox Sedge
5
FACW
Chasmanthium latifolium
River Oats
2
FACU
Juncus effusus
Common Rush
4
FACW
Panicum rigidu/um
Redtop Panicgrass
5
FACW
Panicum virgatum
Switchgrass
5
FAC
Poa trivialis
Rough Bluegrass
10
FACW
Schizachyrium scoparium
Little Bluestem
10
FACU
Asclepias tuberosa
Butterfly Weed
5
NA
Aster novi-angliae
New England Aster
4
FACW
Bidens frondosa
Beggars Tick
2
FACW
Cimicifuga racemosa
Black Cohash
2
NI
Coreopsis /anceo/ata
Tickseed
5
FACU
Desmodium canadensis
Showy Ticktrefoil
2
FAC
Eupatorium maculatum
Joe Pye Weed
2
FACW
Helianthius angustifolius
Swamp Sunflower
2
FACW
Hypericum puntatum
St. Johns Wort
2
FAC
Liatris spicata
Blazing Star
2
FAC
Monarda didyma
Bee Balm
2
FAC
Onoclea sensibilis
Sensitise Fern
2
FACW
Penstemon digitalis
Beardtongue
2
FAC
Rudbeckia hirta
Black -eyed -Susan
5
FACU
Tota 1
100%
Total Planting Area for Permanent Seeding: Riparian Buffer xxx acre(s)
PERMANENT SEEDING - Upland Buffer - Zone 3
This permanent herbaceous seed mixture shall be planted in all disturbed areas as specified on the plans as Zone 1. This
permanent herbaceous seed mixture shall be applied with temporary seed, as defined in the construction specifications.
Permanent seed shall be applied at a rate of 20 lbs/acre.
Total Planting Area for Permanent Seeding: Upland Buffer xxx acre(s)
WILLOWBROOK PARK
ALAMANCE COUNTY, NC
PREPARED IN THE OFFICE OF:
ECOSYSTEM
r- PLANNING &
RESTORATION
559 JONES FRANKLIN ROAD, SUITE 150
RALEIGH, NC 27606
LICENSE # P-1 182
PROJECT #SHEET NO.
064 3
TABLES
PROJECT ENGINEER
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION
UPLAND BUFFER
Scientific Name
Common Name
by Species
Indicator Status
Bouteloua curtipendu/a
Side Oats Gramma Grass
10
NI
Chasmanthium latifolium
River Oats
3
FACU
Elymus hystrix
Bottle -brush Grass
5
UPL
Eragmstis spectabilis
Purple Love Grass
10
UPL
Festuca rubra
Creeping Red Fescue
10
FACU
Muh/enbergia capil/aris
Pink Muhly Grass
10
FACU
Poa compressa
Canada Bluegrass
5
FACU
Schizachyrium scoparium
Little Bluestem
10
FACU
Asclepias tuberosa
Butterfly Weed
5
NA
Baptisia australis
False Indigo
2
FACU
Coreopsis /anceolata
Tickseed
3
FACU
Corepsis verticillia
Threadlead Coreopsis
2
NI
Desmodium canadensis
Showy Ticktrefoil
2
FAC
Echinacea purpurea
Coneflower
10
NI
Liatris spicata
Blazing Star
3
FAC
Monarda didyma
Bee Balm
5
FAC
Rudbeckia hirta
Black -eyed -Susan
5
FACU
Total
100%
Total Planting Area for Permanent Seeding: Upland Buffer xxx acre(s)
WILLOWBROOK PARK
ALAMANCE COUNTY, NC
PREPARED IN THE OFFICE OF:
ECOSYSTEM
r- PLANNING &
RESTORATION
559 JONES FRANKLIN ROAD, SUITE 150
RALEIGH, NC 27606
LICENSE # P-1 182
PROJECT #SHEET NO.
064 3
TABLES
PROJECT ENGINEER
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION

VEGETATION SELECTION
RIPARIAN VEGETATION Zone 1 and Zone 2
Riparian vegetation species (bare -roots) shall be planted in the riparian vegetation areas as designated on the plans. Species
shall be planted at an overall density of 200 stems/acre, using the mixture of species and percentages listed below. **Riparian
vegetation to be planted on all disturbed bankfull benches and terrace slopes as shown on plans and details**.
REVISIONS
NO. DESCRIPTION ENGR. APPROV DATE
1 60% DESIGN -CITY REVIEW EMP KLT 6/16/17
2 60% DESIGN -PERMITTING EMP KLT 7/14/17
PREPARED FOR:
URLII _GT()I�T
Percent Planted Wetland
Scientific Name
Common Name
by Species Indicator Status
CITY OF BURLINGTON
TREES
1 103 SOUTH MEBANE ST.
Acerrubmm
Red Maple
FAC
Alnus serrulata
Tag Alder
OBL
Amelanchierarborea
Service Berry
FAC
Aronia arbutifolia
Red Chockeberry
FACW
Betula nigra
River Birch
FACW
Carpinus caroliniana
Ironwood
FAC
Cercis canadensis
Redbud
FACU
Chionanthus virginicus
Fringe Tree
FAC
Comus alternafolia
Pagoda Dogwood
FAC
Hamamelis virginiana
Witch -hazel
FACU
Ilex opaca
American Holly
FACU
Magnolia virginiana
Sweetbay Magnolia
FACW
Styrax americanus
American Snowball
FACW
Taxodium distictum
Bald Cypress
OBL
Quercus falcate
SHRUBS
FACU
Clethra alnifolia
Summersweet
FAC
Comus amomum
Silky Dogwood
FACW
Cornus racemosa
Gray Dogwood
FAC
Cornus se4cea
Redtwig Dogwood
FACW
Hydrangea arborescens
Wild Hydrangea
FACU
Ilex decidua
Deciduous Holly
FACW
llexverticillataWinter Red'
Winterbeny Holly
FAC
Ilex vomitoria
DwarfYaupon
FAC
Itea virginica
Virginia Sweetshrub
OBL
Lindera benzoin
Spicebush
FAC
Salix sericea
Silky Willow
OBL
Sambucus canadensis
Elderberry
FAC
Spiraea tomentosa
Stepplebush
FACW
Vaccinum corymbosum
Highbush Blueberry
- FACW
Total
100
Total Planting
Area for Riparian Vegetation
xxx acre(s)
REVISIONS
NO. DESCRIPTION ENGR. APPROV DATE
1 60% DESIGN -CITY REVIEW EMP KLT 6/16/17
2 60% DESIGN -PERMITTING EMP KLT 7/14/17
PREPARED FOR:
URLII _GT()I�T
Percent Planted Wetland
„1VaYitr
Ra�uscC9
..
CITY OF BURLINGTON
NEW LEAF SOCIETY
1 103 SOUTH MEBANE ST.
P.O. BOX 4083
BURLINGTON, NC 27215
BURLINGTON, NC 27215
UPLAND VEGETATION Zone 3
Upland vegetation species (bare -roots) shall be planted in the upland vegetation areas as designated on the plans. Species shall
be planted at an overall density of 100 stems/acre, using the mixture of species and percentages listed below. **Upland
vegetation to be planted on all disturbed bankfull benches and terrace slopes as shown on plans and details**.
WILLOWBROOK PARK
ALAMANCE COUNTY, NC
PREPARED IN THE OFFICE OF:
ECOSYSTEM
PLANNING &
r t# RESTORATION
559 JONES FRANKLIN ROAD, SUITE 150
RALEIGH, NC 27606
LICENSE # P-1 182
PROJECT # SHEET NO.
064 3A
TABLES
PROJECT ENGINEER
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION
SHRUBS
Percent Planted Wetland
Scientific Name
Common Name
by Species Indicator Status
Acerrubrum
Red Maple
FAC
Aesculus pavia
Red Buckeye
FAC
Amelanchier arborea
Service Berry
FAC
Betula nigra
River Birch
FACW
Carpinus caroliniana
Ironwood
FAC
Cercis canadensis
Redbud
FACU
Chionanthus Orginicus
Fringe Tree
FAC
Cornus altemafolia
Pagoda Dogwood
FAC
Cornus flonda
Dogwood
FACU
Fagus grandifolia
American Beech
FACU
Hamamelis virginiana
Witch -hazel
FACU
Ilex opaca
American Holly
FACU
Oxydendrum arboreum
Sourwood
UPL
Prunus serotina
Black Cherry
FACU
Quercus alba
White Oak
FACU
Quercus falcate
southern Red Oak
FACU
Quesrcus rubra
Northern Red Oak
FACU
Styrax americanus
American Snowbell
FACW
WILLOWBROOK PARK
ALAMANCE COUNTY, NC
PREPARED IN THE OFFICE OF:
ECOSYSTEM
PLANNING &
r t# RESTORATION
559 JONES FRANKLIN ROAD, SUITE 150
RALEIGH, NC 27606
LICENSE # P-1 182
PROJECT # SHEET NO.
064 3A
TABLES
PROJECT ENGINEER
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION
SHRUBS
Callicarpa americana
American Beautyberry
FACU
Calycanthus floridus
Sweetshrub
NA
Clethra alnifolia
Summersweet
FAC
Cornus amomum
Silky Dogwood
FACW
Cornus racemosa
Gray Dogwood
FAC
Fothergilla major
Fothergilla
NA
Hydrangea arborescens
Wild Hydrangea
FACU
Ilex verticillata 'Winter Red'
W interberry Holly
FAC
Ilex vomitoria
Dwarf Yaupon
FAC
Leucothoe axillaris
Coastal Leucothoe
FACU
Lindera benzoin
Spicebush
FAC
Rhododendron nudiflorum
Pink Azalea
NA
Rhododenron cataMiensis
Catawba Rosebay
FACU
Sambucus canadensis
Elderberry
FAC
Vaccinum corymbosum
Highbush Blueberry
FACW
Total Planting
Area for Upland Vegetation xxx acre(s)
WILLOWBROOK PARK
ALAMANCE COUNTY, NC
PREPARED IN THE OFFICE OF:
ECOSYSTEM
PLANNING &
r t# RESTORATION
559 JONES FRANKLIN ROAD, SUITE 150
RALEIGH, NC 27606
LICENSE # P-1 182
PROJECT # SHEET NO.
064 3A
TABLES
PROJECT ENGINEER
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION

3.5'x7.5' SQUASH RCP
INV=617.20
�r
3.5'x7.5' S UASH RCP
INV=615.47
10+C
- o' _-------
_ 3.5'x7.5' SQU SH RCP ` II'
INV=616.34
6'x12' BOX CULVERT
INV=61351 � '� 5�. 1•
CV C R LV
I / / 5 620 1— _ _ _ U�
/ I I pjl
TIE TO EXISTING CULVE \` _
EBEV��6 O.R19' A ��� GA MAIM
RKER \
15" RCP + % \
\� c
J INV=613.48
5' � � ��`�(51
.5' . SQUASH RCP -
JV 616.23 �
EGIN CONSTRUCTION
3.5'x7.5' SQUASH RCP /TIE TO EISTING CULVERT
INV -615.53 i STA. 10+ 0.00
EL 615.
CO
I L / J _ ,/1 + ' \ _ _ 20 10 O 20 40
SCALE (FT)
�IIIII IIIIIIIIIIIII I III ® III I II I I ullllllllll I II I III I IIIIIIIIIDESIGR BAIVFILL
DESIGNTHALWEG
Milli = IIIIIIIIIIIII I II .. , .. 11111 II 1 I111llllllllll IGROUND
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INS 1EE
10+00 11 11 0 11 11
REVISIONS
RLNGTON
..�C5r
Wa u—r R urc.Ls
CITY OF BURLINGTON
PROJECT #SHEET NO.
1 103 SOUTH MEBANE ST.
P.O. BOX 4083
BURLINGTON, NC 27215
BURLINGTON, NC 27215
064 4
APPROXIMATE BOUNDARY
LINE TAKEN FROM GIS
3.5'x7.5'SQUASHRCP
(NOT SURVEYED)
` NAD PLAN
(NV=615.47
`�
PROFILE
a
FLOW
--
E. WILLOWBROOK DR.
/41) N
Ij/
TERRACOTTA MAINTAIN EXISTING CONNECTION
\
— i%
5^ RCP _
INV=613.61
—
f —i
JINV=617.79
,4(1(� .,
=tSCv
6'x12'BOX CULVERT—
INV=612.83 \ o�
r
--------------
5v
- o' _-------
_ 3.5'x7.5' SQU SH RCP ` II'
INV=616.34
6'x12' BOX CULVERT
INV=61351 � '� 5�. 1•
CV C R LV
I / / 5 620 1— _ _ _ U�
/ I I pjl
TIE TO EXISTING CULVE \` _
EBEV��6 O.R19' A ��� GA MAIM
RKER \
15" RCP + % \
\� c
J INV=613.48
5' � � ��`�(51
.5' . SQUASH RCP -
JV 616.23 �
EGIN CONSTRUCTION
3.5'x7.5' SQUASH RCP /TIE TO EISTING CULVERT
INV -615.53 i STA. 10+ 0.00
EL 615.
CO
I L / J _ ,/1 + ' \ _ _ 20 10 O 20 40
SCALE (FT)
�IIIII IIIIIIIIIIIII I III ® III I II I I ullllllllll I II I III I IIIIIIIIIDESIGR BAIVFILL
DESIGNTHALWEG
Milli = IIIIIIIIIIIII I II .. , .. 11111 II 1 I111llllllllll IGROUND
� IUN - _ ululflll = = ® ®® = . Illu VIII - • � _ .. � �� IIIII�
• 1 11�1u 111 = - - IIIIIIlulll - � ' = . = . ® � . • • ,. � .- � . • ull 1u111 INu�
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. .
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.........................I.......................................I..... ■■■...........I........I......................ONI...............I...... .........I.....-
-......................................................................■ ME .....a....■.......0.....................on...■....................... .........■......
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ii "'i''iiii'iii iiii' ■iiiiMENEM MEN MENS ■""= "■ "'i""''i"""i 11""11 'ilii'iii ""'
INS 1EE
10+00 11 11 0 11 11
REVISIONS
RLNGTON
..�C5r
Wa u—r R urc.Ls
CITY OF BURLINGTON
NEW LEAF SOCIETY
1 103 SOUTH MEBANE ST.
P.O. BOX 4083
BURLINGTON, NC 27215
BURLINGTON, NC 27215
PREPARED IN THE OFFICE OF:
ECOSYSTEM
WILLOWBROOK PARK PLANNING
ALAMANCE COUNTY, NC
RESTORATION
559 JONES FRANKLIN RD, SUITE 150
RALEIGH, NC 27606
LICENSE # P-1 182
PROJECT ENGINEER
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION

II
I I
I I
I .
I .
I I
. I
n
12" RCP I I
INV=614.16
OTHER LOCATED) NOT
II
PROJECT # =SHEET064
Ap PLAN
APPROXIMATE BOUNDARY Ne.3 PROFILE
LINE TAKEN FROM GIS Q
(NOT SURVEYED) ¢Q
Q
15" RCP �J
INV=811.93 `�"�d
6'x10' BOX CULVERT
Q-
IF,-011,INV=610.84
R.
E WILLoWBR00K D
— — — — 20 =
s_
No� Lu
RV
CV
TIE TO EXISTING CU�VERT GAL MAR R
.•
DRAINCITY OF BURLINGTON 4"
P�IN 8865 63 9035
RCEL ID 125058 1 J- CUT
:.. Idl it
2 5yE DIT Hrj
• 10 • 20 4•
SCALE (FT)
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11 16+00 11 18+00 • 11 20+00
REVISIONS
� • �i1�■>LY�
L15 �r
URLNGTI)N
.. 1VaYitrR urc.Ls
CITY OF BURLINGTON
NEW LEAF SOCIETY
1 103 SOUTH MEBANE ST.
P.O. BOX 4083
BURLINGTON, NC 27215
BURLINGTON, NC 27215
WILLOWBROOK PARK
ALAMANCE COUNTY, NC
PREPARED IN THE OFFICE OF:
ECOSYSTEM
PLANNING &
RESTORATION
559 JONES FRANKLIN RD, SUITE 150
RALEIGH, NC 27606
LICENSE # P-1 182
PROJECT ENGINEER
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION

APPROXIMATE BOUNDARY 24" RCP
LINE TAKEN FROM GIS
(NOT SURVEYED) ZZ INV=.N T
Q (OTHER LOCATED)
Qe _ -----= TBM#201
12" RCP �ELEV=612.74
INVR 09.18 ICP NV IN=612.26
CUT BACK EXISTING INV OUT=612.21
12" RCP FILLED 12" RCP - 2' '.'IERo D NOT
-IN
V=614(17 ' E. WILLOWBROOK DR. 4'WIDEPLUNGE J
6'x10' BOX CULVERT (OTHER END NOT 2' WIDE DITCH , g�5'
INV=610.46 LOCATED) �� ��� �_
2,5
co
�4U
dddl I n J / DECK cL ELEvnrloNB613.0DQE 5� REMOVE EXISTING
LOW cHORD=612.s8 PETTRIA BRIDGE
TIE TOIXE SING CULVERT
REVISIONS
NO. DESCRIPTION ENGR. APPROV DATE
1 60% DESIGN -CITY REVIEW EMP KILT 6/16/17
2 60% DESIGN -PERMITTING EMP KILT 7/14/17
It
C5�r
URLNGTI)I
PROJECT #SHEET NO.
..1VaYitr RurcL•-§
064 6
F—
NEW LEAF SOCIETY
U)
PLAN
uj
PROFILE
e
C7 Q
APPROXIMATE BOUNDARY 24" RCP
LINE TAKEN FROM GIS
(NOT SURVEYED) ZZ INV=.N T
Q (OTHER LOCATED)
Qe _ -----= TBM#201
12" RCP �ELEV=612.74
INVR 09.18 ICP NV IN=612.26
CUT BACK EXISTING INV OUT=612.21
12" RCP FILLED 12" RCP - 2' '.'IERo D NOT
-IN
V=614(17 ' E. WILLOWBROOK DR. 4'WIDEPLUNGE J
6'x10' BOX CULVERT (OTHER END NOT 2' WIDE DITCH , g�5'
INV=610.46 LOCATED) �� ��� �_
2,5
co
�4U
dddl I n J / DECK cL ELEvnrloNB613.0DQE 5� REMOVE EXISTING
LOW cHORD=612.s8 PETTRIA BRIDGE
TIE TOIXE SING CULVERT
REVISIONS
NO. DESCRIPTION ENGR. APPROV DATE
1 60% DESIGN -CITY REVIEW EMP KILT 6/16/17
2 60% DESIGN -PERMITTING EMP KILT 7/14/17
It
C5�r
URLNGTI)I
..1VaYitr RurcL•-§
CITY OF BURLINGTON
NEW LEAF SOCIETY
1 103 SOUTH MEBANE ST.
P.O. BOX 4083
BURLINGTON, NC 27215
BURLINGTON, NC 27215
WILLOWBROOK PARK
ALAMANCE COUNTY, NC
PREPARED IN THE OFFICE OF:
ECOSYSTEM
PLANNING &
RESTORATION
559 JONES FRANKLIN RD, SUITE 150
RALEIGH, NC 27606
LICENSE # P-1 182
PROJECT ENGINEER
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION

---------------------------- --------------- -------------- --
E. WILLOWBROOK DR.
—610— --
SW26+oo
cc_ - ov�—_
0l �
BR DR.
I'I, III INVR604.24 E. WILLOW OOK
CU CK EXISTING 29+0
�`gp � y
18" RCP 8.3'
LV 6' WIDE LATCH
3' WIDE ITCH
PROJECT #SHEET NO.
064 7
z
PLAN
PROFILE
15" RCP
INV=603.51 FLOW
(OTHER END NOT l�
LOCATED)
- CUT BACK EXISTING
i5' -RCP 4.7'
5' WIDE PLUNGE
2.5' WIDE DITCH \
R
W
h
L[J
W
2
W
w
z
D
U
F -
—_ - - — SW
CUT BACK EXISTING \ \
\ 12" HDPE - 7' /
4' WIDE PLUNGE /
12" HDPE 2' WIDE DITCH I / / O CIN BURLINGTON .�
INV=607.15 + \ / x \ Dpa�z, PGgqai1 \
\ _(OTHER END NOT\ _ I \ % x - --- / 0�9 x \ PPIN ARCELSD 12a$D5>� \ \ \ \ \ \
LOCATEDI J
019
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NO. DESCRIPTION ENGR. APPROV DATE
1 60% DESIGN -CITY REVIEW EMP KLT 6/ 16/ 1 7
2 60% DESIGN -PERMITTING EMP KLT 7/14/17
WILLOWBROOK PARK
ALAMANCE COUNTY, NC
PREPARED IN THE OFFICE OF:
ECOSYSTEM
PLANNING &
RESTORATION
559 JONES FRANKLIN RD, SUITE 150
RALEIGH, NC 27606
LICENSE # P-1 182
PROJECT ENGINEER
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION
URUNG�IT[)I T
..1VaYitrRurcL•-§
CITY OF BURLINGTON
NEW LEAF SOCIETY
1 103 SOUTH MEBANE ST.
P.O. BOX 4083
BURLINGTON, NC 27215
BURLINGTON, NC 27215
WILLOWBROOK PARK
ALAMANCE COUNTY, NC
PREPARED IN THE OFFICE OF:
ECOSYSTEM
PLANNING &
RESTORATION
559 JONES FRANKLIN RD, SUITE 150
RALEIGH, NC 27606
LICENSE # P-1 182
PROJECT ENGINEER
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION

APPROXIMATE BOUNDARY
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(NOT SURVEYED)
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NO. DESCRIPTION ENGR. APPROV DATE
1 60% DESIGN -CITY REVIEW EMP KLT 6/16/17
2 60% DESIGN -PERMITTING EMP KLT 7/14/17
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NEW LEAF SOCIETY
1 103 SOUTH MEBANE ST.
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BURLINGTON, NC 27215
BURLINGTON, NC 27215
WILLOWBROOK PARK
ALAMANCE COUNTY, NC
PREPARED IN THE OFFICE OF:
ECOSYSTEM
PLANNING &
RESTORATION
559 JONES FRANKLIN RD, SUITE 150
RALEIGH, NC 27606
LICENSE # P-1 182
PROJECT ENGINEER
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION

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REVISIONS
NO. DESCRIPTION ENGR. APPROV DATE
1 60% DESIGN -CITY REVIEW EMP KILT 6/16/17,
2 60% DESIGN -PERMITTING EMP KILT 7/14/17
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NEW LEAF SOCIETY
1 103 SOUTH MEBANE ST.
P.O. BOX 4083
BURLINGTON, NC 27215
BURLINGTON, NC 27215
WILLOWBROOK PARK
ALAMANCE COUNTY, NC
PREPARED IN THE OFFICE OF:
ECOSYSTEM
PLANNING &
r r RESTORATION
559 JONES FRANKLIN RD, SUITE 150
RALEIGH, NC 27606
LICENSE # P-1 182
ENGINEER
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FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION

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REVISIONS
NO. DESCRIPTION ENGR. APPROV DATE
1 60% DESIGN -CITY REVIEW EMP KLT 6/16/17
2 60% DESIGN -PERMITTING EMP KLT 7/14/17
WILLOWBROOK PARK
ALAMANCE COUNTY, NC
PREPARED IN THE OFFICE OF:
ECOSYSTEM
PLANNING &
RESTORATION
559 JONES FRANKLIN RD, SUITE 150
RALEIGH, NC 27606
LICENSE # P-1 182
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION
Ci,y ,„r
URLYNGT[)N
..1VaYitr
RurcL•-§
CITY OF BURLINGTON
NEW LEAF SOCIETY
1 103 SOUTH MEBANE ST.
P.O. BOX 4083
BURLINGTON, NC 27215
BURLINGTON, NC 27215
WILLOWBROOK PARK
ALAMANCE COUNTY, NC
PREPARED IN THE OFFICE OF:
ECOSYSTEM
PLANNING &
RESTORATION
559 JONES FRANKLIN RD, SUITE 150
RALEIGH, NC 27606
LICENSE # P-1 182
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION

35'x7.5' SQUASH RCP
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REVISIONS
NO. DESCRIPTION ENGR. APPROV DATE
1 60% DESIGN -CITY REVIEW EMP KLT 6/16/17
2 60% DESIGN -PERMITTING EMP KLT 7/14/17
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064 i1
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REVISIONS
NO. DESCRIPTION ENGR. APPROV DATE
1 60% DESIGN -CITY REVIEW EMP KLT 6/16/17
2 60% DESIGN -PERMITTING EMP KLT 7/14/17
a
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15" RCP —
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977 INV81348 \+ J� i'
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064 i1
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APPROXIMATE BOUNDARY
..1VaYitr RurcL•-§
--
NEW LEAF SOCIETY
LINE TAKEN FROM GIS
P.O. BOX 4083
BURLINGTON, NC 27215
BURLINGTON, NC 27215
(NOT SURVEYED)
3.5'x7.5' SQUASH RCP
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a
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REVISIONS
NO. DESCRIPTION ENGR. APPROV DATE
1 60% DESIGN -CITY REVIEW EMP KLT 6/16/17
2 60% DESIGN -PERMITTING EMP KLT 7/14/17
a
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ID \
15" RCP —
INV=613.61
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064 i1
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..1VaYitr RurcL•-§
CITY OF BURLINGTON
NEW LEAF SOCIETY
1 103 SOUTH MEBANE ST.
P.O. BOX 4083
BURLINGTON, NC 27215
BURLINGTON, NC 27215
I
WILLOWBROOK PARK
ALAMANCE COUNTY, NC
PREPARED IN THE OFFICE OF:
ECOSYSTEM
PLANNING I
RESTORATION
559 JONES FRANKLIN RD, SUITE 150
RALEIGH, NC 27606
LICENSE # P-1 182
W. W�LOWB
N�3
20 10 0 20 40
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REVISIONS
NO. DESCRIPTION ENGR. APPROV DATE
1 60% DESIGN -CITY REVIEW EMP KLT 6/16/17
2 60% DESIGN -PERMITTING EMP KLT 7/14/17
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NEW LEAF SOCIETY
1 103 SOUTH MEBANE ST.
P.O. BOX 4083
BURLINGTON, NC 27215
BURLINGTON, NC 27215
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NEW LEAF SOCIETY
1 103 SOUTH MEBANE ST.
P.O. BOX 4083
BURLINGTON, NC 27215
BURLINGTON, NC 27215
WILLOWBROOK PARK
ALAMANCE COUNTY, NC
PREPARED IN THE OFFICE OF:
ECOSYSTEM
PLANNING
RESTORATION
559 JONES FRANKLIN RD, SUITE 150
RALEIGH, NC 27606
LICENSE # P-1 182
PROJECT # SHEET NO.
064 12
PROPOSED
GRADING
N\s
20 10 0 20 40
SCALE (FT)
PROJECT ENGINEER
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FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION

z
m
m
APPROXIMATE BOUNDARY
LINE TAKEN FROM GIS
(NOT SURVEYED)
-------------------
12" RCP(FILLED)
INV=614.17 I- WILLOWBROOK D •
24" RCP
INV=607.95
(OTHER END NOT
LOCATED)
PROJECT # SHEET NO.
064 13
PROPOSED
GRADING
►—
w
J Q
0 ¢Q
TBM#201
• �ELEV=612.74
rill
1'x10'BOX(OTHER END NOT C�5• 1 -. 7-
INV=616.46CULVERT LOCATED 1 / -
-
__ _ _ _
� � _ _ � , � _ 612 — — �41
7
I
-
o r' '4
00
R09
-- _
0
4 "�
—_
— y Z
609
m— z— — — ---��'
mi
�-1GLO-----------_.-.______ ^ Z``--�� DECK CL ELEVATIONB613. 5
LOW CHORD=612.3 / — --
�—TBM SSMRIM
ELEV. H
CITY OF BBUURLINGGTO/NN
D -B 107, PG. 71
PIN 8865639 35
/ \ PARCEL ID 125058
00
oN18R� -
\ - -
]VILLOWBROOK DR.
REVISIONS
NO. DESCRIPTION ENGR. APPROV DATE
1 60% DESIGN -CITY REVIEW EMP KLT 6/16/17
2 60% DESIGN -PERMITTING EMP KLT 7/14/17
Cily. r
U�IT[)I T
�RLYNG
12" RCP
—12" RCP
INV IN=612.26 —.
INV=609.18
INV OUT=612.21
(OTHER END NOT
P.O. BOX 4083
LOCATED)
/
PROJECT # SHEET NO.
064 13
PROPOSED
GRADING
►—
w
J Q
0 ¢Q
TBM#201
• �ELEV=612.74
rill
1'x10'BOX(OTHER END NOT C�5• 1 -. 7-
INV=616.46CULVERT LOCATED 1 / -
-
__ _ _ _
� � _ _ � , � _ 612 — — �41
7
I
-
o r' '4
00
R09
-- _
0
4 "�
—_
— y Z
609
m— z— — — ---��'
mi
�-1GLO-----------_.-.______ ^ Z``--�� DECK CL ELEVATIONB613. 5
LOW CHORD=612.3 / — --
�—TBM SSMRIM
ELEV. H
CITY OF BBUURLINGGTO/NN
D -B 107, PG. 71
PIN 8865639 35
/ \ PARCEL ID 125058
00
oN18R� -
\ - -
]VILLOWBROOK DR.
REVISIONS
NO. DESCRIPTION ENGR. APPROV DATE
1 60% DESIGN -CITY REVIEW EMP KLT 6/16/17
2 60% DESIGN -PERMITTING EMP KLT 7/14/17
Cily. r
U�IT[)I T
�RLYNG
..1VaYitr RurcL•-§
CITY OF BURLINGTON
NEW LEAF SOCIETY
1 103 SOUTH MEBANE ST.
P.O. BOX 4083
BURLINGTON, NC 27215
BURLINGTON, NC 27215
WILLOWBROOK PARK
ALAMANCE COUNTY, NC
PREPARED IN THE OFFICE OF:
ECOSYSTEM
PLANNING
RESTORATION
559 JONES FRANKLIN RD, SUITE 150
RALEIGH, NC 27606
LICENSE # P-1 182
�q0
20 10 0 20 40
SCALE (FT)
PROJECT ENGINEER
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION

¢QQ
Qe
64
OK DR,
INVR04.24 CP E. WILLOWBRO �-
I
_ 15" RCP
INV=603.51 FLOW
(OTHER END NOT
LOCATED)
604
�C! 606
C '
`
S09
-
�. � _ — — — 509 9(9
-
� 909 C09 809
-
- \ 6098p9
609-\ CITY QF BURLINGTON
..12RL
OCATEO)IL PIN886116 30&PARCEL ID 12
\
\ \
otg
9 ,��
k
VV VVILLOVV13RO
\
9 -919
---
REVISIONS
NO. DESCRIPTION ENGR. APPROV DATE
1 60% DESIGN -CITY REVIEW EMP KLT 6/16/17
2 60% DESIGN -PERMITTING EMP KLT 7/14/17
PROJECT # SHEET NO.
064 14
PROPOSED
GRADING
4;
i F
-------------- --
- V- WILLO RO
WB OK DFS 20 10 0 20 40
T j SCALE (FT)
WILLOWBROOK PARK
ALAMANCE COUNTY, NC
PREPARED IN THE OFFICE OF:
ECOSYSTEM
PLANNING
RESTORATION
559 JONES FRANKLIN RD, SUITE 150
RALEIGH, NC 27606
LICENSE # P-1 182
PROJECT ENGINEER
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION
C5i«r
URLNG�IT[)I T
r
..1VaYitr
RurcL•-§
�. .
CITY OF BURLINGTON
NEW LEAF SOCIETY
1 103 SOUTH MEBANE ST.
P.O. BOX 4083
BURLINGTON, NC 27215
BURLINGTON, NC 27215
PROJECT # SHEET NO.
064 14
PROPOSED
GRADING
4;
i F
-------------- --
- V- WILLO RO
WB OK DFS 20 10 0 20 40
T j SCALE (FT)
WILLOWBROOK PARK
ALAMANCE COUNTY, NC
PREPARED IN THE OFFICE OF:
ECOSYSTEM
PLANNING
RESTORATION
559 JONES FRANKLIN RD, SUITE 150
RALEIGH, NC 27606
LICENSE # P-1 182
PROJECT ENGINEER
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION

tiT 'Ilk
^ II
II
I I
77
PROJECT # SHEET NO.
064 15
PROPOSED
GRADING
II — -
---------------------
;:> ---------------------
BRIDGE
DECK CL ELEVATION=605.67-------- _____
LOW CHORD=605.00 ---
E. WILLO K D
APPROXIMATE BOUNDARY i —� ✓
LINE TAKEN FROM GIS' BROO [•
�
(NOT SURVEYED) - — l- - '
s_ –__—
f / rn
N.� / os \ 660 6RCP
0
I s^ IIq
--- A _
N. 1111
605
l g/
� 607. �- � �--� _ , - / :....
41
Z09 X
LOW
b09 / U
� Q
U
------
\7 509
t709 9r9
TBM SSMH RIN
ELEV. = 605.80'
x
X
�eeotg
x /v
x _ OOH �qo
--------
------------ ---- - -
----------- 20 10 0 20 40
k> �
✓ SCALE (FT)
REVISIONS
NO. DESCRIPTION ENGR. APPROV DATE
1 60% DESIGN -CITY REVIEW EMP KLT 6/16/17
2 60% DESIGN -PERMITTING EMP KLT 7/14/17
1sly. r
URLYNG�IT[)I T
�
..1VaYitr RurcL•-§
CITY OF BURLINGTON
NEW LEAF SOCIETY
1 103 SOUTH MEBANE ST.
P.O. BOX 4083
BURLINGTON, NC 27215
BURLINGTON, NC 27215
WILLOWBROOK PARK
ALAMANCE COUNTY, NC
PREPARED IN THE OFFICE OF:
ECOSYSTEM
PLANNING
RESTORATION
559 JONES FRANKLIN RD, SUITE 150
RALEIGH, NC 27606
LICENSE # P-1 182
PROJECT ENGINEER
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION

z
Y —
� � J / � gbRLINGTON
—------
-/
— PIN n;"
PARI,
l
APPROXIMATE B�GIS
/l \
.— LINE TAKEN FRO(NOT SURVEYEI \ \
597
603
PROJECT #SHEET NO.
064 16
PROPOSED
GRADING
\ IP kl_
— _
IN
II
I T RCP
96
l� \
� I
\
owa--009_ ----- — —
I I
-vv
i v i
-
66S/�-
REVISIONS
NO. DESCRIPTION ENGR. APPROV DATE
1 60% DESIGN -CITY REVIEW EMP KLT 6/16/17
2 60% DESIGN -PERMITTING EMP KLT 7/14/17
L15 URLNr
.. aYicrR urc.Ls
CITY OF BURLINGTON
1 103 SOUTH MEBANE ST.
BURLINGTON, NC 27215
�\ \� \
\
9�� —909
—Ol9—i—
J SCALE (FT)
401
'r
NEW LEAF SOCIETY
P.O. BOX 4083
BURLINGTON, NC 27215
WILLOWBROOK PARK
ALAMANCE COUNTY, NC
PREPARED IN THE OFFICE OF:
ECOSYSTEM
PLANNING
RESTORATION
559 JONES FRANKLIN RD, SUITE 150
RALEIGH, NC 27606
LICENSE # P-1 182
PROJECT ENGINEER
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION

z
n
597--
s
/
/
SS --------- 7/
W
W
co 598 597 h�6
W �— - —
---
Po
x \ C
CITU OF BUR
DLING
J\s ` B 276, PG 691 \
1PIN P8 2.6 6 47
�\ X PARCEL ID 125058
i. py�ac.c6 BRIDGE --- "-- / ---- - - - \\
DECK ELEv�e-erg 5 59 g5
95
�` ---
} -
�J - -
f
5'x12' BOX CULVERT _
GRAVELPARKING—
S65 / ��� AMERIDB 276, PG491 63
APPROXIMATE LOCATION PB 77,PG 167
_ AMERICAN LEGION PIN 88657l 76955
BUILDING PARCEL ID 125397
TOPOGRAPHY
LOCATION ONEINH R
THIS AREA
------ - --------
_ — --
--- — -- - � - ------
- _ - --- ---
049 — - -
REVISIONS
NO. DESCRIPTION ENGR. APPROV DATE
1 60% DESIGN -CITY REVIEW EMP KLT 6/16/17
2 60% DESIGN -PERMITTING EMP KLT 7/14/17
L15 URLNr
.. aYicrR nrc.Ls
CITY OF BURLINGTON
1 103 SOUTH MEBANE ST.
BURLINGTON, NC 27215
NEW LEAF SOCIETY
P.O. BOX 4083
BURLINGTON, NC 27215
W 1/1/II I n1Ai—.__
WILLOWBROOK PARK
ALAMANCE COUNTY, NC
ROCK WALL
--------------
77 1 PROJECT # SHEET NO.
064 17
PROPOSED
GRADING
PREPARED IN THE OFFICE OF:
ECOSYSTEM
PLANNING
RESTORATION
559 JONES FRANKLIN RD, SUITE 150
RALEIGH, NC 27606
LICENSE # P-1 182
20 IO 0 20 40
SCALE (FT)
PROJECT ENGINEER
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION

z
❑
ro
J
DZONE 1 -STREAM BANKS
ZONE 2 - RIPARIAN
ZONE 3 - UPLAND
ZONE 4 -TEMPORARY STABILIZATION
REVISIONS
NO. DESCRIPTION ENGR. APPROV DATE
1 60 % DESIGN - CITY REVIEW EMP KLT 6/16/17
2 60% DESIGN -PERMITTING EMP KLT 7/14/17
- f, �-) �� .
r PREPARED FOR:
T T7�r[:ia�7���-r y
3,TON
V 1'iL�li
CITY OF BURLINGTON
NEW LEAF SOCIETY
1 103 SOUTH MEBANE ST.
P.O. BOX 4083
BURLINGTON, NC 27215
BURLINGTON, NC 27215
WILLOWBROOK PARK
ALAMANCE COUNTY, NC
PREPARED IN THE OFFICE OF:
rAECOSYSTEM
PLANNING
RESTOf ATION
559 JONES FRANKLIN RD, SUITE 150
RALEIGH, NC 27606
LICENSE # P-1 182
PROJECT # SHEET NO.
064 18 JI
VEGETATION
PLAN
.2.
I—
W
Ld
w
hI
z
U
I --
d
40 20 0 40 80
SCALE (FT)
PROJECT ENGINEER
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION

x�
® ZONE 1 -STREAM BANKS
ZONE 2 - RIPARIAN
ZONE 3 - UPLAND
E. WILLOWBROOK DR.
ZONE 4 - TEMPORARY STABILIZATION
REVISIONS
NO. DESCRIPTION ENGR. APPROV DATE
1 60 % DESIGN - CITY REVIEW EMP KLT 6/16/17
2 60% DESIGN -PERMITTING EMP KLT 7/14/17
PREPARED FOR:
T T7�r[:ia�7���-rr y
3,TON
V 1'iL�liT
-OWBROOK DR.
CITY OF BURLINGTON
NEW LEAF SOCIETY
1 103 SOUTH MEBANE ST.
P.O. BOX 4083
BURLINGTON, NC 27215
BURLINGTON, NC 27215
A
x�
® ZONE 1 -STREAM BANKS
ZONE 2 - RIPARIAN
ZONE 3 - UPLAND
E. WILLOWBROOK DR.
ZONE 4 - TEMPORARY STABILIZATION
REVISIONS
NO. DESCRIPTION ENGR. APPROV DATE
1 60 % DESIGN - CITY REVIEW EMP KLT 6/16/17
2 60% DESIGN -PERMITTING EMP KLT 7/14/17
PREPARED FOR:
T T7�r[:ia�7���-rr y
3,TON
V 1'iL�liT
CITY OF BURLINGTON
NEW LEAF SOCIETY
1 103 SOUTH MEBANE ST.
P.O. BOX 4083
BURLINGTON, NC 27215
BURLINGTON, NC 27215
I
E. WILLOWBROOK DR. r—Z'd5o�.
FLOW
PROJECT # SHEET NO.
064 19
VEGETATION
PLAN
OF w
=i=AOS'
ll�_o
TBM SSMRIM-�/..
ELEV. = 605 .8a
o
— W W I «OWBROOK DR.
w
g
pR
�q0
\83
WILLOWBROOK PARK
ALAMANCE COUNTY, NC
PREPARED IN THE OFFICE OF:
AECOSYSTEM
PLANNING
RRESTOATION
559 JONES FRANKLIN RD, SUITE 150
RALEIGH, NC 27606
LICENSE # P-1 182
40 20 0 40 80
SCALE (FT)
PROJECT ENGINEER
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION

PROJECT # SHEET NO.
064 20
vFC,-FTATION
AN
UZONE 1 -STREAM BANKS z
Y
Zof
\
ZONE 2 - RIPARIAN
by
\�
ZONE 3 -UPLAND 3
ZONE 4 -TEMPORARY STABILIZATION
REVISIONS
NO. DESCRIPTION ENGR. APPROV DATE
1 60 % DESIGN - CITY REVIEW EMP KLT 6/16/17
2 60% DESIGN -PERMITTING EMP KLT 7/14/17
PREPARED FOR:
URLINGTON
tlVdicr Ra urcL9
CITY OF BURLINGTON
NEW LEAF SOCIETY
1 103 SOUTH MEBANE ST.
P.O. BOX 4083
BURLINGTON, NC 27215
BURLINGTON, NC 27215
WILLOWBROOK PARK
ALAMANCE COUNTY, NC
PREPARED IN THE OFFICE OF:
owp ECOSYSTEM
F'LANNir4G
ri RESTORATION
559 JONES FRANKLIN RD, SUITE 150
RALEIGH, NC 27606
LICENSE # P-1 182
40 20 O 40 80
SCALE (FT)
PROJECT ENGINEER
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION