20200989 Ver 1_SAW-2019-00057 NWP 39 Verification Ltr and PJD_20200731

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT

Action Id. SAW-2019-00057 County: Durham U.S.G.S. Quad: NC-Northeast Durham

GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION

Permittee: City of Durham
Rod Florence
Address: 101 City Hall Plaza
Durham, NC 27701
Telephone Number: 919-560-4197
E-mail: [e-mail]

Size (acres) ~50 acres Nearest Town Durham
Nearest Waterway Ellerbe Creek River Basin Neuse
USGS HUC 03020201 Coordinates Latitude: 36.002702
Longitude: -78.858873

Location description: The project area is situated southeast of the intersection of Hoover Road and Cheek Road and northwest
of Junction Road in the City of Durham, Durham County, North Carolina.

Description of projects area and activity: This verification authorizes the permanent discharge of fill material into 104 linear feet
of perennial stream and the temporary discharge of fill material into 69 linear feet of perennial stream necessary for the
construction of an athletic park (proposed to be called Hoover Road Athletic Park) and its associated infrastructure. The
impacts described above will occur at three sites within the overall project area. Site 1 (IM-2.1) will result in 104 linear feet of
permanent impacts to stream from the installation of 82.28 feet of a 72-inch reinforced concrete pipe (RCP) necessary for an
access road. Site 2 (IM-2.2) will result in 34 linear feet of temporary impacts to stream for the removal of an existing,
unauthorized access road. Site 3 (IM-2.2) will result in 35 linear feet of temporary impacts to stream for the installation of a
sanitary sewer utility line.

Applicable Law(s): Section 404 (Clean Water Act, 33 USC 1344)
Section 10 (Rivers and Harbors Act, 33 USC 403)

Authorization: NWP 39. Commercial and Institutional Developments

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 6/14/2019, and the enclosed plans Sheet Nos. C0.0, C0.01, IM-1.0, IM-1.1, IM-2.1
and C0.1 dated 8/22/2019; and Sheet Nos. IM-2.0 and IM-2.2 dated 8/23/2019. 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 Roscoe L. Sullivan, III at 919-554-4884 ext. 25 or [e-mail].

Corps Regulatory Official: _____________________________________________________Date: 10/2/2019
Expiration Date of Verification: 03/18/2022

Determination of Jurisdiction:

A. There are waters, including wetlands on the above described project area that may be subject to Section 404 of the Clean
Water Act (CWA) (33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). This preliminary
determination is not an appealable action under the Regulatory Program Administrative Appeal Process (Reference 33 CFR Part
331). However, you may request an approved JD, which is an appealable action, by contacting the Corps district for further
instruction. Please note, if work is authorized by either a general or nationwide permit, and you wish to request an appeal of an
approved JD, the appeal must be received by the Corps and the appeal process concluded prior to the commencement of any work
in waters of the United States and prior to any work that could alter the hydrology of waters of the United States.

B. There are Navigable Waters of the United States within the above described project area subject to the permit requirements of
Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403) and Section 404 of the Clean Water Act (CWA) (33 USC §
1344). Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to
exceed five years from the date of this notification.

C. There are waters, including wetlands within the above described project area that are subject to the permit requirements of
Section 404 of the Clean Water Act (CWA) (33 USC § 1344). Unless there is a change in the law or our published regulations,
this determination may be relied upon for a period not to exceed five years from the date of this notification.

D. The jurisdictional areas within the above described project area have been identified under a previous action. Please reference
jurisdictional determination issued DATE. Action ID: FILE NUMBER.
Basis for Determination: The project area exhibits water bodies with indicators of ordinary high
water marks and wetland criteria as defined in the applicable regional supplement to the 1987 wetland
delineation manual. The water bodies on the site are listed in the attached table (see the preliminary
jurisdictional determination form dated 10/2/2019). This determination is based on a field verification by
Ross Sullivan (USACE) on 12/21/2017.
Remarks: The water bodies in the project are were flagged by Timmons Group and are shown
within the dashed purple polygon labeled as the “Project Study Limits” on the map entitled “Figure 6:
Wetlands and Waters of the U.S. Delineation Map.”

E. Attention USDA Program Participants

This delineation/determination has been conducted to identify the limits of Corps’ Clean Water Act jurisdiction for the particular site
identified in this request. The delineation/determination may not be valid for the wetland conservation provisions of the Food Security
Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation in USDA programs, you should request
a certified wetland determination from the local office of the Natural Resources Conservation Service, prior to starting work.

F. Appeals Information (This information applies only to approved jurisdiction determinations as indicated in B and C
above).

This correspondence constitutes an approved jurisdiction determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this determination you
must submit a completed RFA form to the following address:

US Army Corps of Engineers
South Atlantic Division
Attn: Phillip Shannin, Review Officer
60 Forsyth Street SW, Room 10M15
Atlanta, Georgia 30303-8801
Phone: [phone]

In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal
under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP. Should you
decide to submit an RFA form, it must be received at the above address by Not applicable.
**It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this correspondence.**

Corps Regulatory Official: ______________________________________________________
Roscoe L. Sullivan, III
Date of JD: 10/2/2019
Expiration Date of JD: Not applicable

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
http://corpsmapu.usace.army.mil/cm_apex/f?p=136:4:0

Copy furnished:

Agent: Timmons Group
Parker Osterloh
Address: 1001 Boulders Parkway, Suite 300
Richmond, VA 23225
Telephone Number: 804-200-6457
E-mail: [e-mail]

SAW-2019-00057
SPECIAL CONDITIONS

a. Within 30 days of removing the unauthorized access drive shown on the enclosed plans entitled “Impacts Site
Plan Sheet No. IM-2.2,” the applicant, or their agent, must notify the United States Army Corps of Engineers,
Raleigh Regulatory Field Office in writing that the work has been completed (electronic copy is preferred over
hard copy, but either is acceptable). The written notification shall include a brief narrative description detailing
how the unauthorized impact was removed, a brief narrative description detailing how the stream was restored,
and photographic documentation of the results.

Action ID Number: SAW-2019-00057County: Durham

Permittee: City of Durham, Rod Florence

Project Name: Hoover Road Athletic Park

Date Verification Issued: 10/2/2019

Project Manager: Roscoe L. Sullivan, III

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: Roscoe L. Sullivan, III
Raleigh Regulatory Office
U.S Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
or
[e-mail]

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

JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICEWINGENBACH
B. HALL
C. GLASS
08/13/2019
HOOVER ROAD ATHLETIC PARKCITY OF DURHAM - NC42811
AS SHOWN
PRELIMINARY PLANS
FOR REVIEW ONLY
DO NOT USE FOR CONSTRUCTION
C0.0 COVER SHEETPROJECT TEAM
Civil Engineer/ Landscape Architecture
632 N HOOVER ROAD
DURHAM, NORTH CAROLINA
Developer
CITY OF DURHAM, PROJECT MANAGEMENT DIVISION
2011 FAY STREET
DURHAM, NC 27704
[phone]
TIMMONS GROUP
5410 TRINITY ROAD
RALEIGH, NC 27607
[phone]
HOOVER ROAD PARK
Architect
DTW ARCHITECTS & PLANNERS, LTD
229 NORTH GREGSON STREET
DURHAM, NC 27701
[phone]
PARKING SUMMARY - VEHICLES
VEHICULAR SURFACE AREA:
FEMA PANEL # 0841 MAP # 3720084100K, 3720084200K
SITE DRAINS TO ELLERBE CREEK
HAZARD AREAS, AS SHOWN ON FIRM PANEL 0841 DATED OCTOBER 19, 2018.
BICYCLE PARKING SPACES PROVIDED: 44 (22 PROPOSED BIKE RACKS)
SITE IMPERVIOUS SURFACE AREA:
CASE #:
DURHAM, NC 27704
CITY OF DURHAM, PROJECT MANAGEMENT DIVISION
2011 FAY STREET
PROJECT ADDRESS:
ZONING:
PIN:
IL (LIGHT INDUSTRIAL)
OWNER CONTACT:
DESIGNER CONTACT:TIMMONS GROUP
RALEIGH, NC 27607
5410 TRINITY ROAD, SUITE 102
BLAKE HALL, P.E.
PHONE: [phone]
PROJECT:
HENRI PROSPERI
161099, 159598PARCEL ID #:
DEED B/P: 8111/764REFERENCE:
WATERSHED:JORDAN LAKE WATERSHED (ELLERBE CREEK WATERSHED)
RIVER BASIN:NEUSE RIVER BASIN
[e-mail]
PHONE: [phone] EXT. 21253
CITY OF DURHAM PROPERTY:
DEVELOPMENT TIER:
OVERLAY:
EXISTING USE:VACANT
PROPOSED USE:RECREATIONAL
SETBACKS:
JURISDICTION:
[e-mail]
DEVELOPER: CITY OF DURHAM, PROJECT MANAGEMENT DIVISION
D1900158
632 N HOOVER ROAD
DURHAM, NC 27703
23 (AC.)
50.17 (AC.)
CITY
SUBURBAN
STORMWATER MANAGEMENT:
SITE RUNOFF WILL BE CONVEYED BY STORM PIPE DRAINAGE SYSTEMS, WET POND AND BIORETENTION SCMS.
SHEET FLOW AND GRASS SWALES WILL BE UTILIZED TO THE MAXIMUM EXTENT PRACTICABLE.
TREE COVERAGE AREA (TCA) REQUIREMENTS:
VEHICULAR SURFACE AREA:
SITE IMPERVIOUS SURFACE AREA
FLOODPLAIN DATA
THIS SITE IS NOT IN SPECIAL FLOOD HAZARD AREAS.
SITE DATA
HOOVER ROAD PARK
0841-17-29-7429, 0841-05-19-6705
FALLS/JORDAN DISTRICT B WATERSHED OVERLAY (F/J-B)
REQUIRED PARKING: SOCCER FIELD 20% OF PROVIDED MOTOR VEHICLE PARKING
= (.2*218) = 44 SPACES
PARKING SUMMARY - BICYCLES
PRE-DEVELOPMENT IMPERVIOUS AREA FOR SITE: 0.00 ACRES / 0.00%
POST-DEVELOPMENT IMPERVIOUS AREA FOR SITE: 4.92 ACRES / 9.8%
-PROPOSED BUILDING/ ROOF 1,200 SF / 0.027ACRES
-PARKING LOT/DRIVE AISLES 102,448 SF / 2.51 ACRES
-SIDEWALK 46,691 SF/ 2.38 ACRES
DISTURBED AREA/ PROPOSED PROJECT AREA:1001880 SF / 23 ACRES
APPROVALS
TOTAL PROPERTY/ SITE AREA:50.17 (AC.)
MIN. STREET YARD 40'
MIN. SIDE YARD (EACH YARD) 30''
MIN. REAR YARD 25'
MAX. BUILDING COVERAGE 60%
IMPERVIOUS SURFACE LIMIT 24%
MAX. HEIGHT 50'
PROPOSED = 84,348 SF
CASE # : D1900158
DISTURBED AREA/
PROJECT AREA:
PROPERTY BOUNDARY BUFFER REQUIREMENTS
ADJACENT TO IL PARCEL (WEST, SOUTH): 30' WIDE; 0.6 BUFFER ALTERNATIVE 1
ADJACENT TO RS-20 PARCEL (NORTH): 30' WIDE; EXISTING VEGETATION
AREA OF DISTURBANCE IN FLOODZONE: 0.0 AC
AREA OF FLOOD ZONE ON SITE: 0.0 AC
SPRINKLER VALVE
HVAC - HEATING, VENTILATION ANDAIR CONDITIONING
LEGEND
GAS VALVE
FENCE
EDGE OF TREELINE
PAINTED WATER LINE
PAINTED TELEPHONE LINE
GUY
CABLE TV PEDESTAL
CMF - CONCRETE MONUMENT
IPS - IRON PIPE SET
IRF - IRON ROD FOUND
IPF - IRON PIPE FOUND
TELEPHONE PEDESTAL
FIRE HYDRANT
LIGHT POLE
POWER POLE
ELECTRIC BOX
PG - PAGE
SF - SQUARE FEET
GV - GAS VALVE
YI - YARD INLET
GI - GRATE INLET
CB - CATCH BASIN
NTS - NOT TO SCALE
R / W - RIGHT-OF-WAY
C / L - CENTERLINE
P / L - PROPERTY LINE
CI - CURB INLET
PB - PLAT BOOK
DB - DEED BOOK
EP - EDGE OF PAVING
X X
OHP
W
UGT
CMP - CORRUGATED METAL PIPE
VCP - VITRIFIED CLAY PIPE
RCP - REINFORCED CONCRETE PIPE
HDPE - HIGH DENSITY POLYETHYLENE PIPE
SPRINKLER HEAD
SIGN
TBC - TOP BACK OF CURB
FLAG POLE
GROUND LAMP
STORM LINE
SANITARY LINESAN
OVERHEAD POWER LINE
DIP - DUCTILE IRON PIPE
MH TELEPHONE
MH SANITARY
MH DRAINAGE
BOLLARD
SPRINKLER BOX
WATER VALVE
GAS METER
CLEAN OUT
WATER METER
ELECTRIC METER
MH WATER
YARD LIGHT
S
W
D
E
T
C
T
MH ELECTRIC
PAINTED POWER LINEUGP
PAINTED GAS LINEG
PAINTED STORM LINESTM
ROOF DRAIN
AC UNIT
MAILBOX
DEED LINE
LINE NOT SURVEYED
BOREHOLE
BACKFLOW PREVENTERBFP
WATER VAULTVW
TELEPHONE VAULTVT
WELLW
MONITORING WELL
LSA -LANDSCAPED AREA
MKF - FIBER OPTIC MARKER
SIGP - SIGNAL POLE
TRAFFIC CONTROL BOX
TVP - TELEVISION PEDESTAL
UTILITY VAULT
TC
FES - FLARED END SECTION
MKG - GAS MARKER
MNF - MAG NAIL FOUND
WATER SPIGOT
RSF - RAILROAD SPIKE FOUND
CP - COMPUTED EASEMENT POINT
CSF - COTTON SPINDLE FOUND
POWER VAULTVP
VU
GAS TEST LOCATION
WF - WETLAND FLAG
CCR - CHATHAM COUNTY
RECORD
WCR - WAKE COUNTY
RECORDS
TREE
HANDICAP
PARKING
SAN.- SANITARY
PLAT B/P: 36/53, 14/08
PROJECT
SITE
SPECIAL CONDITIONS OF APPROVAL
PUBLIC WORKS CONDITIONS OF APPROVAL
i.AT A MINIMUM, THE STORMWATER DESIGN DETAILS FOR THIS PROJECT SHALL BE GOVERNED BY THE
MINIMUM STANDARDS OF THE MOST RECENT EDITION OF THE CITY OF DURHAM (CITY) REFERENCE
GUIDE FOR DEVELOPMENT (RGD) AND ANY LETTERS TO INDUSTRY (POSTED ON THE CITY'S WEBSITE)
THAT ARE IN EFFECT THE DATE CONSTRUCTION DRAWINGS ARE FIRST RECEIVED FOR REVIEW BY THE
CITY.
ii.FINAL DESIGN CALCULATIONS FOR THE STORMWATER CONTROL MEASURE(S) (SCM[S]) REQUIRE THE
USE OF STORAGE INDICATION ROUTING METHODOLOGY SUCH AS TR-20 OR HEC-1 MODELS. FOR EACH
SCM, AS APPLICABLE, STAGE-STORAGE RELATIONSHIP AND INFLOW AND OUTFLOW HYDROGRAPHS
ARE REQUIRED. ALL TABULATED DATA INCLUDING CALCULATIONS SHOWING THE LIMITING DISCHARGE,
WHETHER ORIFICE, WEIR, BARREL, OR OUTLET CONTROL, AS APPROPRIATE IS REQUIRED. HYDROCAD,
HYDRAFLOW HYDROGRAPHS, AND PONDPACK ARE COMMONLY USED AND RECOGNIZED SOFTWARE
PROGRAMS WHICH INCORPORATE ROUTING METHODOLOGY ACCEPTED BY THE CITY.
iii.STORMWATER CONTROL MEASURE(S) (SCM[S]) PERMIT FEE(S) AND EITHER A PAYMENT INTO THE
STORMWATER REPLACEMENT FUND OR THE PROVISION OF AN ALTERNATE SECURITY ARE REQUIRED
FOR ALL SCM(S) ASSOCIATED WITH THIS DEVELOPMENT. CONSTRUCTION OF THE DEVELOPMENT IS
NOT ALLOWED TO COMMENCE UNTIL THESE ITEMS ARE PROVIDED IN ACCORDANCE WITH CITY
STORMWATER STANDARDS OR IN ACCORDANCE WITH WRITTEN POLICY. THE DESIGNER SHALL SUBMIT
A SEALED ENGINEER'S CONSTRUCTION COST ESTIMATE FOR EVERY SCM PROPOSED IN THE
DEVELOPMENT PRIOR TO APPROVAL OF THE CONSTRUCTION DRAWINGS IF A FINANCIAL GUARANTEE
IN THE FORM OF PAYMENT INTO THE STORMWATER REPLACEMENT FUND IS UTILIZED.
iv.AN AS-BUILT CERTIFICATION FOR THE STORMWATER CONTROL MEASURE(S) (SCM[S]), PROVIDED BY
THE BMP CERTIFYING ENGINEER (BCE), IS REQUIRED. THE AS-BUILT CERTIFICATION SHALL BE
SUBMITTED IN ACCORDANCE WITH THE CITY OF DURHAM BCE PROGRAM, REFER TO SECTION 8.6, BMP
CERTIFYING ENGINEER PROGRAM FOR STORMWATER BMPS IN THE CITY OF DURHAM, OF THE
REFERENCE GUIDE FOR DEVELOPMENT. THE SCM AS-BUILT CERTIFICATION(S) SHALL BE APPROVED BY
THE STORMWATER DEVELOPMENT REVIEW SECTION PRIOR TO ISSUANCE OF ANY FINAL CERTIFICATES
OF OCCUPANCY/COMPLIANCE FOR DEVELOPMENT, WITH THE EXCEPTION OF WHEN AN APPROPRIATE
CONSTRUCTION SECURITY HAS BEEN PROVIDED FOR SINGLE FAMILY OR TOWNHOME DEVELOPMENT.
WITH THIS PROVIDED CONSTRUCTION SECURITY, CERTIFICATES OF OCCUPANCY/COMPLIANCE CAN BE
ISSUED FOR A PERCENTAGE OF SINGLE FAMILY LOTS IN ACCORDANCE WITH CITY REQUIREMENTS.
v.STORMWATER CONTROL MEASURE(S) (SCM[S]) DESIGN CALCULATIONS WILL NOT BE REVIEWED OR
APPROVED WITH THE SITE PLAN/PRELIMINARY PLAT SUBMITTAL. ALL SCM DESIGNS WILL BE REVIEWED
AND APPROVED DURING THE CONSTRUCTION DRAWING SUBMITTAL PROCESS. IF, AT THE TIME OF
CONSTRUCTION DRAWING SUBMITTAL, IT IS FOUND THAT THE PROPOSED SCM(S) IS UNDERSIZED, NOT
PROPERLY ACCESSIBLE, OR OTHERWISE INSUFFICIENT OR UNSUITABLE FOR THE SITE, IT IS THE
RESPONSIBILITY OF THE APPLICANT TO INSURE THAT THE APPLICABLE STORMWATER ORDINANCE
REQUIREMENTS ARE MET. A REVISED SITE PLAN OR PRELIMINARY PLAT MAY BE REQUIRED IF THE
ORIGINALLY PROPOSED SCM(S) ARE FOUND INSUFFICIENT, NOT PROPERLY ACCESSIBLE, OR
UNSUITABLE AND ALTERNATIVE SCM(S) WITH ASSOCIATED EASEMENTS ARE REQUIRED.
vi.THE DEVELOPER/CONTRACTOR SHALL SCHEDULE A PRECONSTRUCTION MEETING WITH THE
STORMWATER DEVELOPMENT REVIEW SECTION PRIOR TO COMMENCING WORK ON ANY STORMWATER
CONTROL MEASURE (SCM). IF THE SCM WILL BE CONSTRUCTED INITIALLY AS A SEDIMENTATION AND
EROSION CONTROL (S&EC) DEVICE, TO BE CONVERTED TO A PERMANENT SCM AT A LATER TIME, THE
PRECONSTRUCTION MEETING SHOULD BE SCHEDULED PRIOR TO CONSTRUCTION OF THE S&EC
DEVICE. CALL 919-560-4326 EXT. 30238 TO SCHEDULE THE REQUIRED MEETING A MINIMUM OF THREE
BUSINESS DAYS PRIOR TO THE DESIRED MEETING DATE. THIS IS IN ADDITION TO OTHER
PRECONSTRUCTION MEETING REQUIREMENTS FOR EROSION CONTROL, ENGINEERING INSPECTIONS,
ETC
vii.TO RECEIVE SITE PLAN/PRELIMINARY PLAT APPROVAL FOR DEVELOPMENTS OTHER THAN SINGLE
FAMILY DETACHED, TOWNHOME AND DUPLEX RESIDENTIAL DEVELOPMENTS THAT ARE MAKING USE OF
NUTRIENT BANKS OR NCEEP, THE APPROVAL OF THE SITE PLAN/PRELIMINARY PLAT IS CONTINGENT
UPON THE PURCHASE OF NUTRIENT CREDITS. IF A REVISED SITE PLAN/PRELIMINARY PLAT IS
SUBMITTED FOR THIS DEVELOPMENT, THE REVISED SITE PLAN/PRELIMINARY PLAT WILL BE SUBJECT TO
ANY ORDINANCES IN PLACE AT THE TIME OF THE REVISED SITE PLAN/PRELIMINARY PLAT SUBMISSION.
PRIOR TO THE APPROVAL OF THE SITE PLAN/PRELIMINARY PLAT, A LETTER/RECEIPT SHOWING THE
PURCHASE OF THE NUTRIENT CREDITS FOR THIS DEVELOPMENT AND A COPY OF THE NUTRIENT BANK
LEDGER IF APPLICABLE, SHOWING THE TOTAL NUTRIENT CREDITS AVAILABLE MINUS ANY AND ALL
DEDUCTIONS, IS TO BE PROVIDED TO THE STORMWATER DEVELOPMENT REVIEW SECTION.
1.TREE PROTECTION FENCING SHALL BE INSPECTED PRIOR TO START OF CONSTRUCTION. CONTACT CLAY SHEPHERD AT
919-560-4137 EXT. 28240 TO SCHEDULE AN INSPECTION.
2.PRIOR TO ISSUANCE OF CERTIFICATE OF OCCUPANCY:
2.1.CONSTRUCT AN EXCLUSIVE SOUTHBOUND LEFT-TURN LANE WITH ADEQUATE STORAGE AND APPROPRIATE TAPERS
ON N. HOOVER ROAD AT THE SITE DRIVEWAY.
REQUIRED PARKING: SOCCER FIELD + PLAYGROUNDS 30 PER FIELD + 1 PER 1000 SF OF PLAYGROUND
= (4*30) + (5,000/1000) = 125 SPACES
PARKING PROVIDED: 218 SPACES; INCLUDING TOTAL 6 CAR AND 3 VAN ADA SPACES
PARKING REQUIRED: 125 SPACES MINUMUM, 218 SPACES MAXIMUM
SITE TOTAL EXISTING VEGETATION: 24 ACRES
EXISTING VEGETATION TO BE REMOVED: 1.95 ACRES
TOTAL VEGETATION TO REMAIN: 22.05 ACRES
Sheet List Table
Sheet
Number Sheet Title
C0.0 COVER SHEET
C0.01 COVER SHEET
C0.1 KEY PLAN
C0.2 PRE-DEVELOPMENT STORMWATER COMPLIANCE PLAN
C0.3 POST-DEVELOPMENT STORMWATER COMPLIANCE PLAN
C1.0 EXISTING CONDITIONS & DEMOLITON PLAN
C1.1 EXISTING CONDITIONS & DEMOLITON PLAN
C3.0 SITE & UTILITY PLAN
C3.1 SITE & UTILITY PLAN
C3.2 ROADWAY IMPROVEMENT PLAN
C4.0 GRADING & DRAINAGE PLAN
C4.1 GRADING & DRAINAGE PLAN
C4.2 GRADING & DRAINAGE PLAN
C5.0 NOTES & DETAILS
C5.1 NOTES & DETAILS
C5.2 NOTES & DETAILS
C5.3 NOTES & DETAILS
C5.4 NOTES & DETAILS
C5.5 NOTES & DETAILS
C5.6 NOTES & DETAILS
C5.7 NOTES & DETAILS
L1.0 LANDSCAPE PLAN
L1.1 LANDSCAPE PLAN
L1.2 LANDSCAPE DETAILS
E1.0 PROJECT SUMMARY
E1.1 ILLUMINATION SUMMARY
E1.2 ILLUMINATION SUMMARY
E1.3 ILLUMINATION SUMMARY
E1.4 ILLUMINATION SUMMARY
E1.5 ILLUMINATION SUMMARY
E1.6 EQUIPMENT LAYOUT
E1.7 LIGHTING PLAN
E1.8 LIGHTING PLAN
–
–
–
–
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•
•
•
•
•
•
•
•
’
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICEWINGENBACH
B. HALL
C. GLASS
08/13/2019
HOOVER ROAD ATHLETIC PARKCITY OF DURHAM - NC42811
AS SHOWN
PRELIMINARY PLANS
FOR REVIEW ONLY
DO NOT USE FOR CONSTRUCTION
C0.01 COVER SHEET632 N HOOVER ROAD
DURHAM, NORTH CAROLINA
HOOVER ROAD PARK
XXBLOCK WALL
SAN
S
A
N
SANSANSANSANSANSANSANSAN
SAN SAN
SAN
SA
N
S
A
N
SANSANSAN
HOOVER ROADS 88°37'37" E 408.60'S 15°48'01" W 592.79'S 85°39'32" W 1579.72'
S 73°32
'
0
4
"

W

6
1
1
.
5
2

T
O

E
I
P
N 02°06'57" E 493.11'N 01°55'14" E 374.53'N 02°48'39" E 252.81'S 85°20'52" E 744.82'
S 87°35'42" E 320.78'NOW/FORMERLYLENA C. HARPERDEED BOOK 212 PAGE 555PLAT BOOK 12 PAGE 14NOW/FORMERLYLENA C. HARPERDEED BOOK 212 PAGE 555PLAT BOOK 19 PAGE 160NOW/FORMERLYJACKIE LOCKLEARDEED BOOK 2992 PAGE 612NOW/FORMERLYMILTON E. GOMEZDEED BOOK 5411 PAGE 307NOW/FORMERLYCHRISTIANA TRUSTDEED BOOK 7447 PAGE 638NOW/FORMERLYBESSIE MAE PRATTDEED BOOK 1863 PAGE 166NOW/FORMERLYJDW PROPERTIESDEED BOOK 7332 PAGE 93PLAT BOOK 173 PAGE 1NOW/FORMERLYFILANDES B. VILLATORODEED BOOK 6715 PAGE 402PLAT BOOK 173 PAGE 11NOW/FORMERLYANGELA C. CARVERDEED BOOK 4200 PAGE 441NOW/FORMERLYCREDLE YANCEYDEED BOOK 4309 PAGE 411NOW/FORMERLYHAYILYAH HA-SHE'BDEED BOOK 2264 PAGE 849NOW/FORMERLYGLORIA H. MORGANDEED BOOK 6198 PAGE 335NOW/FORMERLY PROPERTY OF THE
ATLANTIC LAND AND IMPROVEMENT CO.
A PORTION OF PLAT BOOK 81 PAGE 48
DEED BOOK 424 PAGE 758
ZONING: IL
NOW/FORMERLY PROPERTY OF
TIMOTHY G. SCHULTEN
A PORTION OF PLAT BOOK 114 PAGE 88
DEED BOOK 2978 PAGE 619
ZONING: IL
NOW/F
O
R
M
E
R
L
Y

T
R
I
A
N
G
L
E

I
N
V
E
S
T
M
E
N
T
S
PLAT B
O
O
K

7
8

P
A
G
E

3
6
DEED B
O
O
K

1
7
3
0

P
A
G
E

9
1
2
ZONIN
G
:

I
L
NOW/FO
R
M
E
R
L
Y

J
U
A
N
I
T
A

N
.

M
A
T
A
DEED B
O
O
K

6
7
9
7

P
A
G
E

2
0
5
ZONING
:

R
S
-
2
0
NOW/F
O
R
M
E
R
L
Y

R
U
T
H

A
M
A
N
D
A

B
R
O
W
N
PLAT B
O
O
K

2
7

P
A
G
E

1
7
4
DEED B
O
O
K

4
7
3
9

P
A
G
E

9
8
6
ZONING
:

R
S
-
2
0
NOW/F
O
R
M
E
R
L
Y

L
I
N
Z
Y

B
.
CHASE
PLAT B
O
O
K

2
3

P
A
G
E

1
9
6
DEED B
O
O
K

1
6
4
3

P
A
G
E

2
3
ZONING
:

R
S
-
2
0NOW/FORMERLYLENA C. HARPERDEED BOOK 212 PAGE 555PLAT BOOK 12 PAGE 14NOW/FORMERLYLENA C. HARPERDEED BOOK 212 PAGE 555PLAT BOOK 19 PAGE 160NOW/FORMERLYGLORIA H. MORGANDEED BOOK 6198 PAGE 335 124.0
5'
N 55°
4
0'
1
5
"
E
S
6
1
°
3
7
'
4
5
"

E

2
5
0
.
3
5
'
S 87°42'14" E
118.33'
135
.49
'N 27
°33
'11
"
W250.43'S 02°12'47" WS 55°38
'21
"
E
428
.27
'
100' SETBACK FOR LIGHTED
ATHLETIC FACILITIES
50' FIELD SETBACK
AND BOUNDARY BUFFER
100' SETBACK FOR
LIGHTED ATHLETIC
FACILITIES
50' FIELD SETBACK
AND BOUNDARY
BUFFER
325
330335
340
345
350
355
360
3
6
5
370
375
380
322
32
3
324
326
327
32
8
32933
1
33
2
33
3
334
336
337
338
339341342
343344
346347348349
351
352
353
35
4
356
357
358
359
36136
2
36
3
364
36
6
36
7
3
6
8
369371
372
373
374
376
377
378
379
381
365
370
375380385366
367
368
36937
1
37
2
373374376377378379381382
383
38
4
38
6
387355356357357358
358
358
358
359359
370370
367
368368368
3693693693713713723723
7
0
3
7
5
38
0
385
367
36
8
3
6
9
3
7
1
37
2
37
3
3
7
4
37
6
37
7
37
8
37
9
38
1
3
8
2
383
3843863873653703753803663673683693713
7
2
37337437637737837933
5335335335 3403403453453503503553553603603653363363373373383383393393413413
4
2
3423
4
3
3433443443463463473473483483493493513513523523533533543543563563573573583
5
8 359359361
361362362363363364364364366367365
370
366
3673683693
7
1
365
365364
364366
366
367367
3683683693453
5
03443463
4
7
348349
351
352
35334033934134234334
4
3
3
5
3
4
0
332
333
334
33
6
337
338339325330335340345350355
330
335
340
345
350
355
330335340345350355355
33534
0
3
4
5350 3
5
5
3
6
0
3
6
0365
34034535035536
03653
7
0
370
375
380 355360365370350
355
360
365
370
335
335340
345350
355
360
365
3
4
0
34
5
3
5
0355
3603
3
0
33
0
335
3
4
0
3
4
5
35
0
3
5
5
WATSO
N

C
E
M
E
T
A
R
Y
PLAT
B
O
O
K

1
4

P
A
G
E

8
100' SE
T
B
A
C
K

F
O
R

L
I
G
H
T
E
D

A
T
H
L
E
T
I
C

F
A
C
I
L
I
T
I
E
S
1
0
0
'

S
E
T
B
ACK

FOR

L
IGH
T
ED

A
TH
LE
T
IC

F
AC
I
L
I
T
IE
S
100' SETBACK FOR LI
G
H
T
E
D

A
T
H
L
E
T
I
C

F
A
C
I
L
I
T
I
E
S
50' FIELD SETBACK
AND BOUNDARY BUFFER
20'X20' TREE
SAMPLE AREA #3B
20'X20' TREE
SAMPLE AREA #2
20'X20' TREE
SAMPLE AREA #1
20'X20' TREE
SAMPLE AREA #2
40' STREET
YARD
40' STREET
YARD
50' FIELD SETBACK
AND BOUNDARY
BUFFER
40' STREET
YARD
50' BOUNDARY
BUFFER
25' REAR YARD
5
0
'
N
EU
S
E

BU
F
F
ER
1
0
0
'

F
/
J
-
B

B
U
F
F
E
RHOOVER ROADJOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICEWINGENBACH
B. HALL
C. GLASS
08/22/2019
HOOVER ROAD ATHLETIC PARKCITY OF DURHAM - NC42811
AS SHOWN
PRELIMINARY PLANS
FOR REVIEW ONLY
DO NOT USE FOR CONSTRUCTION
EXISTING CONDITIONS OVERALLIM-1.0NAD 830
SCALE 1"=80'
160'80'
IM-1.1
IM-1.1
EXISTING
TREE LINE
EXISTING
TREE LINE
EXISTING
TREE LINE
SITE DATA:
TOTAL SITE AREA: 50.03 ACRES
TOTAL WETLANDS: 1.67 ACRES (72,921 SF)
TOTAL STREAMS: 2,660 LF
TOTAL PROPOSED IMPERVIOUS: 4.92 ACRES
LEGEND
EXISTING WETLANDS
IM-2.2
IM-2.2
SANSANSANSAN
SAN
SAN
SAN
SAN
367
368
369340339341
342343335
335
340
345350
355
360
365
3
4
0
34
5
3
5
0
S
A
N
S
A
N
SANSANSANSANSANSANSANSANSANSANSANSAN
SAN
357325330335340
345
350
355
330335340345JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICEWINGENBACH
B. HALL
C. GLASS
08/22/2019
HOOVER ROAD ATHLETIC PARKCITY OF DURHAM - NC42811
AS SHOWN
PRELIMINARY PLANS
FOR REVIEW ONLY
DO NOT USE FOR CONSTRUCTION
EXISTING CONDITIONS OVERALLIM-1.1NAD 830
SCALE 1"=20'
40'20'
STORM CROSSING (PERMANENT)SANITARY EXTENSION (TEMPORARY)
ZONE 2
ZONE 1 ZONE 1
ZONE 2
10' BUILD
SETBACK
ZONE 2
ZONE 2
ZONE 1
ZONE 1
10' BUILD
SETBACK
EXISTING
TREE
LINE
EXISTING
TREE LINE
SITE DATA:
TOTAL SITE AREA: 50.03 ACRES
TOTAL WETLANDS: 1.67 ACRES (72,921 SF)
TOTAL STREAMS: 2,660 LF
TOTAL PROPOSED IMPERVIOUS: 4.92 ACRES
LEGEND
EXISTING WETLANDS
XXBLOCK WALL
SAN
S
A
N
SANSANSANSANSANSANSANSAN
SAN SAN
SAN
SA
N
S
A
N
SANSANSAN
HOOVER ROADS 88°37'37" E 408.60'S 15°48'01" W 592.79'S 85°39'32" W 1579.72'
S 73°32
'
0
4
"

W

6
1
1
.
5
2

T
O

E
I
P
N 02°06'57" E 493.11'N 01°55'14" E 374.53'N 02°48'39" E 252.81'S 85°20'52" E 744.82'
S 87°35'42" E 320.78'NOW/FORMERLYLENA C. HARPERDEED BOOK 212 PAGE 555PLAT BOOK 12 PAGE 14NOW/FORMERLYLENA C. HARPERDEED BOOK 212 PAGE 555PLAT BOOK 19 PAGE 160NOW/FORMERLYJACKIE LOCKLEARDEED BOOK 2992 PAGE 612NOW/FORMERLYMILTON E. GOMEZDEED BOOK 5411 PAGE 307NOW/FORMERLYCHRISTIANA TRUSTDEED BOOK 7447 PAGE 638NOW/FORMERLYBESSIE MAE PRATTDEED BOOK 1863 PAGE 166NOW/FORMERLYJDW PROPERTIESDEED BOOK 7332 PAGE 93PLAT BOOK 173 PAGE 1NOW/FORMERLYFILANDES B. VILLATORODEED BOOK 6715 PAGE 402PLAT BOOK 173 PAGE 11NOW/FORMERLYANGELA C. CARVERDEED BOOK 4200 PAGE 441NOW/FORMERLYCREDLE YANCEYDEED BOOK 4309 PAGE 411NOW/FORMERLYHAYILYAH HA-SHE'BDEED BOOK 2264 PAGE 849NOW/FORMERLYGLORIA H. MORGANDEED BOOK 6198 PAGE 335NOW/FORMERLY PROPERTY OF THE
ATLANTIC LAND AND IMPROVEMENT CO.
A PORTION OF PLAT BOOK 81 PAGE 48
DEED BOOK 424 PAGE 758
ZONING: IL
NOW/FORMERLY PROPERTY OF
TIMOTHY G. SCHULTEN
A PORTION OF PLAT BOOK 114 PAGE 88
DEED BOOK 2978 PAGE 619
ZONING: IL
NOW/F
O
R
M
E
R
L
Y

T
R
I
A
N
G
L
E

I
N
V
E
S
T
M
E
N
T
S
PLAT B
O
O
K

7
8

P
A
G
E

3
6
DEED B
O
O
K

1
7
3
0

P
A
G
E

9
1
2
ZONIN
G
:

I
L
NOW/FO
R
M
E
R
L
Y

J
U
A
N
I
T
A

N
.

M
A
T
A
DEED B
O
O
K

6
7
9
7

P
A
G
E

2
0
5
ZONING
:

R
S
-
2
0
NOW/F
O
R
M
E
R
L
Y

R
U
T
H

A
M
A
N
D
A

B
R
O
W
N
PLAT B
O
O
K

2
7

P
A
G
E

1
7
4
DEED B
O
O
K

4
7
3
9

P
A
G
E

9
8
6
ZONING
:

R
S
-
2
0
NOW/F
O
R
M
E
R
L
Y

L
I
N
Z
Y

B
.
CHASE
PLAT B
O
O
K

2
3

P
A
G
E

1
9
6
DEED B
O
O
K

1
6
4
3

P
A
G
E

2
3
ZONING
:

R
S
-
2
0NOW/FORMERLYLENA C. HARPERDEED BOOK 212 PAGE 555PLAT BOOK 12 PAGE 14NOW/FORMERLYLENA C. HARPERDEED BOOK 212 PAGE 555PLAT BOOK 19 PAGE 160NOW/FORMERLYGLORIA H. MORGANDEED BOOK 6198 PAGE 335 124.0
5'
N 55°
4
0'
1
5
"
E
S
6
1
°
3
7
'
4
5
"

E

2
5
0
.
3
5
'
S 87°42'14" E
118.33'
135
.49
'N 27
°33
'11
"
W250.43'S 02°12'47" WS 55°38
'21
"
E
428
.27
'
100' SETBACK FOR LIGHTED
ATHLETIC FACILITIES
50' FIELD SETBACK
AND BOUNDARY BUFFER
100' SETBACK FOR
LIGHTED ATHLETIC
FACILITIES
50' FIELD SETBACK
AND BOUNDARY
BUFFER
325
330335
340
345
350
355
360
3
6
5
370
375
380
322
32
3
324
326
327
32
8
32933
1
33
2
33
3
334
336
337
338
339341342
343344
346347348349
351
352
353
35
4
356
357
358
359
36136
2
36
3
364
36
6
36
7
3
6
8
369371
372
373
374
376
377
378
379
381
365
370
375380385366
367
368
36937
1
37
2
373374376377378379381382
383
38
4
38
6
387355356357357358
358
358
358
359359
370370
367
368368368
3693693693713713723723
7
0
3
7
5
38
0
385
367
36
8
3
6
9
3
7
1
37
2
37
3
3
7
4
37
6
37
7
37
8
37
9
38
1
3
8
2
383
3843863873653703753803663673683693713
7
2
37337437637737837933
5335335335 3403403453453503503553553603603653363363373373383383393393413413
4
2
3423
4
3
3433443443463463473473483483493493513513523523533533543543563563573573583
5
8 359359361
361362362363363364364364366367365
370
366
3673683693
7
1
365
365364
364366
366
367367
3683683693453
5
03443463
4
7
348349
351
352
35334033934134234334
4
3
3
5
3
4
0
332
333
334
33
6
337
338339325330335340345350355
330
335
340
345
350
355
330335340345350355355
33534
0
3
4
5350 3
5
5
3
6
0
3
6
0365
34034535035536
03653
7
0
370
375
380 355360365370350
355
360
365
370
335
335340
345350
355
360
365
3
4
0
34
5
3
5
0355
3603
3
0
33
0
335
3
4
0
3
4
5
35
0
3
5
5
WATSO
N

C
E
M
E
T
A
R
Y
PLAT
B
O
O
K

1
4

P
A
G
E

8
100' SE
T
B
A
C
K

F
O
R

L
I
G
H
T
E
D

A
T
H
L
E
T
I
C

F
A
C
I
L
I
T
I
E
S
1
0
0
'

S
E
T
B
ACK

FOR

L
IGH
T
ED

A
TH
LE
T
IC

F
AC
I
L
I
T
IE
S
100' SETBACK FOR LI
G
H
T
E
D

A
T
H
L
E
T
I
C

F
A
C
I
L
I
T
I
E
S
50' FIELD SETBACK
AND BOUNDARY BUFFER
20'X20' TREE
SAMPLE AREA #3B
20'X20' TREE
SAMPLE AREA #2
20'X20' TREE
SAMPLE AREA #1
20'X20' TREE
SAMPLE AREA #2
40' STREET
YARD
40' STREET
YARD
50' FIELD SETBACK
AND BOUNDARY
BUFFER
40' STREET
YARD
50' BOUNDARY
BUFFER
25' REAR YARD XX
XXXX
X
X
XXXX
XXXXX
X
37
0
369
82.28' OF 72" RCP
81.86' OF 15" RCP
98.36' OF
15" RCP
DD D D
52.64' OF SMOOTH WALL 15" PVC
205.30' OF PERFORATED 15" PVC226.52' OF PERFORATED 15" PVC210.98' OF PERFORATED 15" PVC 365370366367368369371372372371340340345345345
350355360365337337338338339339341341342342343343
343344344344346346
346347348349351352353354356357358359361362363364366355
360
364363363330
335
340
345
350
355
360 326327
328
329
331
332
333
334
336
337
338
339
341
342
343
344
346
347
348
349
35
1
352
353
354
356
357
358
359
361
362
363 345345350355360364
330
335
335
33032533
0
33
5
330
335
350355360365
370
350
355
360
365
370
375
380
385
365
370
375
380 365365360365365355360365365363364
366
367368
36
7
381
376
370370
37
0
3683
6
8 3693713693
5
0
330
335
3
4
0345
350355360365DD365
3
5
5
3
6
0
350
370369371372373374375380385371372373374376377378379381382383384D
DD WWW
WWW
S
W SAN5
0
'
N
EU
S
E

BU
F
F
ER
1
0
0
'

F
/
J
-
B

B
U
F
F
E
RHOOVER ROADJOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICEWINGENBACH
B. HALL
C. GLASS
08/23/2019
HOOVER ROAD ATHLETIC PARKCITY OF DURHAM - NC42811
AS SHOWN
PRELIMINARY PLANS
FOR REVIEW ONLY
DO NOT USE FOR CONSTRUCTION
OVERALL SITE PLANIM-2.0NAD 830
SCALE 1"=80'
160'80'
IM-2.1
IM-2.2
EXISTING
TREE LINE
EXISTING
TREE LINE
EXISTING
TREE LINE
SITE DATA:
TOTAL SITE AREA: 50.03 ACRES
TOTAL WETLANDS: 1.67 ACRES (72,921 SF)
TOTAL STREAMS: 2,660 LF
TOTAL PROPOSED IMPERVIOUS: 4.92 ACRES
LEGEND
EXISTING WETLANDS
LEGEND
ZONE 1 BUFFER
ZONE 2 BUFFER
PERMANENT STREAM IMPACT
TEMPORARY STREAM IMPACT
IM-2.2
IM-2.2
320
325
330
335
340
320
325
330
335
340
324.5324.0324.0324.2324.47324.00324.00324.249+80 10+00 11+00 11+50HEADWALL #1TOP 333.50INV OUT 323.17 (STREAM CROSSING)HEADWALL #2TOP 331.80INV IN 323.00 (STREAM CROSSING)STREAM CROSSING
82.28' OF
72" RCP
@ 0.21%
FINISHED GRADE
EXISTING GRADE
S
A
N
S
A
N
SANSANSANSANSANSANSANSANSANSANSANSAN
SAN
357325330335340
345
350
355
33033534034582.28' OF 72" RCP 340340345350337337338338339339341342343344346347348349351352330
335
335
330325
33
0
33
5
330
335
3
5
0
330
335
3
4
0 345WWWWWWWWWW
W
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICEWINGENBACH
B. HALL
C. GLASS
08/22/2019
HOOVER ROAD ATHLETIC PARKCITY OF DURHAM - NC42811
AS SHOWN
PRELIMINARY PLANS
FOR REVIEW ONLY
DO NOT USE FOR CONSTRUCTION
IMPACTS SITE PLANIM-2.1NAD 830
SCALE 1"=20'
40'20'
STORM CROSSING (PERMANENT)
STREAM CROSSING PROFILEZONE 2 ZONE 1
ZONE 1
ZONE 2
10' BUILD
SETBACK
EXISTING
TREE LINE
SITE DATA:
TOTAL SITE AREA: 50.03 ACRES
TOTAL WETLANDS: 1.67 ACRES (72,921 SF)
TOTAL STREAMS: 2,660 LF
TOTAL PROPOSED IMPERVIOUS: 4.92 ACRES
LEGEND
ZONE 1 BUFFER
ZONE 2 BUFFER
PERMANENT STREAM IMPACT
TEMPORARY STREAM IMPACT
IMPACTS:
PERMANENT ZONE 1 BUFFER: 5,417 SF
PERMANENT ZONE 2 BUFFER: 7,742 SF
PERMANENT STREAM IMPACT: 104 LF
PROFILE SCALE
0
0
20
2
SANSANSANSAN
SAN
SAN
SAN
SAN
367
368
369340339341
342343335
335
340
345350
355
360
365
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X
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37
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SANW
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5
335335335 3403453363363373373383393413
4
2
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3 344346347348349350355353
XXXXX
360
365365JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICEWINGENBACH
B. HALL
C. GLASS
08/23/2019
HOOVER ROAD ATHLETIC PARKCITY OF DURHAM - NC42811
AS SHOWN
PRELIMINARY PLANS
FOR REVIEW ONLY
DO NOT USE FOR CONSTRUCTION
IMPACTS SITE PLANIM-2.2NAD 830
SCALE 1"=20'
40'20'
SANITARY EXTENSION (TEMPORARY)
ZONE 2
ZONE 2
ZONE 1
ZONE 1
10' BUILD
SETBACK
EXISTING
TREE LINE
SITE DATA:
TOTAL SITE AREA: 50.03 ACRES
TOTAL WETLANDS: 1.67 ACRES (72,921 SF)
TOTAL STREAMS: 2,660 LF
TOTAL PROPOSED IMPERVIOUS: 4.92 ACRES
LEGEND
ZONE 1 BUFFER
ZONE 2 BUFFER
PERMANENT STREAM IMPACT
TEMPORARY STREAM IMPACT
IMPACTS:
TEMPORARY ZONE 1 BUFFER: 1,716 SF
TEMPORARY ZONE 2 BUFFER: 2,307 SF
TEMPORARY STREAM IMPACT: 34 LF
EXISTING STREAM CROSSING RESTORATION
IMPACTS:
TEMPORARY ZONE 1 BUFFER: 2,444 SF
TEMPORARY ZONE 2 BUFFER: 610 SF
TEMPORARY STREAM IMPACT: 35 LF
ZONE 1
ZONE 2ZONE 2
IMPACTS:
TEMPORARY ZONE 1 BUFFER: 618 SF
TEMPORARY ZONE 2 BUFFER: 1027 SF
PERMANENT ZONE 1 BUFFER: 67 SF
ZONE 1
ZONE 2
EXISTING STREAM CROSSING RESTORATION
XXBLOCK WALL
CONCRETE SIDEWALKSAN
S
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SANSANSANSANSANSANSANSAN
SAN SAN
SAN
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SANSANSANHOOVER ROAD60' PUBLIC R/WPB 127 PG 83CONCRETE SIDEWALKHOOVER ROADS 88°37'37" E 408.60'S 15°48'01" W 592.79'S 85°39'32" W 1579.72'
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S 87°35'42" E 320.78'NOW/FORMERLYLENA C. HARPERDEED BOOK 212 PAGE 555PLAT BOOK 12 PAGE 14NOW/FORMERLYLENA C. HARPERDEED BOOK 212 PAGE 555PLAT BOOK 19 PAGE 160NOW/FORMERLYJACKIE LOCKLEARDEED BOOK 2992 PAGE 612NOW/FORMERLYMILTON E. GOMEZDEED BOOK 5411 PAGE 307NOW/FORMERLYCHRISTIANA TRUSTDEED BOOK 7447 PAGE 638NOW/FORMERLYBESSIE MAE PRATTDEED BOOK 1863 PAGE 166NOW/FORMERLYJDW PROPERTIESDEED BOOK 7332 PAGE 93PLAT BOOK 173 PAGE 1NOW/FORMERLYFILANDES B. VILLATORODEED BOOK 6715 PAGE 402PLAT BOOK 173 PAGE 11NOW/FORMERLYANGELA C. CARVERDEED BOOK 4200 PAGE 441NOW/FORMERLYCREDLE YANCEYDEED BOOK 4309 PAGE 411NOW/FORMERLYHAYILYAH HA-SHE'BDEED BOOK 2264 PAGE 849NOW/FORMERLYGLORIA H. MORGANDEED BOOK 6198 PAGE 335NOW/FORMERLY PROPERTY OF THE
ATLANTIC LAND AND IMPROVEMENT CO.
A PORTION OF PLAT BOOK 81 PAGE 48
DEED BOOK 424 PAGE 758
ZONING: IL
NOW/FORMERLY PROPERTY OF
TIMOTHY G. SCHULTEN
A PORTION OF PLAT BOOK 114 PAGE 88
DEED BOOK 2978 PAGE 619
ZONING: IL
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428
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'
100' SETBACK FOR LIGHTED
ATHLETIC FACILITIES
50' FIELD SETBACK
AND BOUNDARY BUFFER
100' SETBACK FOR
LIGHTED ATHLETIC
FACILITIES
50' FIELD SETBACK
AND BOUNDARY
BUFFER
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20'X20' TREE
SAMPLE AREA #3B
20'X20' TREE
SAMPLE AREA #2
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20'X20' TREE
SAMPLE AREA #2
40' STREET
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82.28' OF 72" RCP
81.86' OF 15" RCP
98.36' OF
15" RCP
DD D D
52.64' OF SMOOTH WALL 15" PVC
205.30' OF PERFORATED 15" PVC226.52' OF PERFORATED 15" PVC210.98' OF PERFORATED 15" PVC 365370366367368369371372371340340345345345
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360
365337337338338339339341341342342343343343344344344346346346347348349351352353354
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330
335
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363
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345
350
370369371372373374375380385371372373374376377378379381382383384D
LEVEL
SPREADER
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RHOOVER ROADANALYSIS POINT A
D D D D11+46.029+8010+0010+5011+00DDDD
D
D
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICEWINGENBACH
B. HALL
C. GLASS
08/22/2019
HOOVER ROAD ATHLETIC PARKCITY OF DURHAM - NC42811
AS SHOWN
PRELIMINARY PLANS
FOR REVIEW ONLY
DO NOT USE FOR CONSTRUCTION
KEY PLANC0.1NAD 830
SCALE 1"=80'
160'80'

PRELIMINARY JURISDICTIONAL DETERMINATION (PJD) FORM
BACKGROUND INFORMATI ON
A. REPORT COMPLETION DATE FOR PJD: 10/2/2019

B. NAME AND ADDRESS OF PERSON REQUESTING PJD: City of Durham, Rod Florence, 101 City Hall
Plaza,Durham, NC 27701

C. DISTRICT OFFICE, FILE NAME, AND NUMBER: Wilmington District, Hoover Road Athletic Park, SAW-
2019-00057

D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION: The project area is situated southeast of the
intersection of Hoover Road and Cheek Road and northwest of Junction Road in the City of Durham, Durham County,
North Carolina.
(USE THE TABLE BELOW TO DOCUMENT MULTIPLE AQUATIC RESOURCES AND/OR
AQUATIC RESOURCES AT DIFFERENT SITES)
State: NC County: Durham City: Durham
Center coordinates of site (lat/long in degree decimal format): Latitude: 36.002702 Longitude: -78.858873
Universal Transverse Mercator: Zone 17
Name of nearest waterbody: Ellerbe Creek
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
Office (Desk) Determination. Date: 4/12/2019 Field Determination. Date(s): 2/13/2019
TABLE OF AQUATIC RESOURCES IN REVIEW AREA WHICH "MAY BE" SUBJECT TO REGULATORY
JURISDICTION.

Site Number Latitude (decimal
degrees)
Longitude (decimal
degrees)
Estimated amount of
aquatic resources in
review area (acreage
and linear feet, if
applicable
Type of aquatic
resources (i.e.,
wetland vs. non-
wetland waters)
Geographic authority to
which the aquatic resource
“may be” subject (i.e.,
Section 404 or Section
10/404)
A 36.00124802 -78.85377252 0.9 acre Wetland Section 404
B (PFO) 36.00224461 -78.85495296 0.03 acre Wetland Section 404
B (PEM) 36.00224461 -78.85495296 0.01 acre Wetland Section 404
C 36.00357959 -78.85751728 0.05 acre Wetland Section 404
D (PFO) 36.00353055 -78.85812178 0.02 acre Wetland Section 404
D (PEM) 36.00353055 -78.85812178 0.05 acre Wetland Section 404
E 36.00353043 -78.85982394 0.05 acre Wetland Section 404
F 36.00389085 -78.85967221 0.01 acre Wetland Section 404
G 36.00012371 -78.85749947 0.04 acre Wetland Section 404
H 36.00155075 -78.85860604 0.2 acre Wetland Section 404
I 36.00317763 -78.85920283 0.02 acre Wetland Section 404

Site Number Latitude (decimal
degrees)
Longitude (decimal
degrees)
Estimated amount of
aquatic resources in
review area (acreage
and linear feet, if
applicable
Type of aquatic
resources (i.e.,
wetland vs. non-
wetland waters)
Geographic authority to
which the aquatic resource
“may be” subject (i.e.,
Section 404 or Section
10/404)
J 36.00072973 -78.85792935 0.01 acre Wetland Section 404
K 36.00364772 -78.85972201 1670 linear feet Non-wetland
water
Section 404
L 36.00237586 -78.85600464 2378 linear feet Non-wetland
water
Section 404
M 36.00231134 -78.85881642 65 linear feet Non-wetland
water
Section 404
N 36.00072708 -78.85783569 625 linear feet Non-wetland
water
Section 404
O 36.00353043 -78.85982394 24 linear feet Non-wetland
water
Section 404
P 36.00354423 -78.85691257 184 linear feet Non-wetland
water
Section 404
Q 36.00245652 -78.85531217 0.03 acre Wetland Section 404
R 36.00192941 -78.85336166 0.3 acre Wetland Section 404
S 36.00245652 -78.85531217 31 linear feet Non-wetland
water
Section 404
T 36.00161400 -78.85371700 158 linear feet Non-wetland
water
Section 404

1) The Corps of Engineers believes that there may be jurisdictional aquatic resources in the review
area, and the requestor of this PJD is hereby advised of his or her option to request and obtain an
approved JD (AJD) for that review area based on an informed decision after having discussed the
various types of JDs and their characteristics and circumstances when they may be appropriate.
2) In any circumstance where a permit applicant obtains an individual permit, or a Nationwide General
Permit (NWP) or other general permit verification requiring "pre- construction notification" (PCN), or
requests verification for a non-reporting NWP or other general permit, and the permit applicant has
not requested an AJD for the activity, the permit applicant is hereby made aware that: (1) the permit
applicant has elected to seek a permit authorization based on a PJD, which does not make an official
determination of jurisdictional aquatic resources; (2) the applicant has the option to request an AJD
before accepting the terms and conditions of the permit authorization, and that basing a permit
authorization on an AJD could possibly result in less compensatory mitigation being required or
different special conditions; (3) the applicant has the right to request an individual permit rather than
accepting the terms and conditions of the NWP or other general permit authorization; (4) the applicant
can accept a permit authorization and thereby agree to comply with all the terms and conditions of that
permit, including whatever mitigation requirements the Corps has determined to be necessary; (5)
undertaking any activity in reliance upon the subject permit authorization without requesting an AJD
constitutes the applicant's acceptance of the use of the PJD; (6) accepting a permit authorization (e.g.,
signing a proffered individual permit) or undertaking any activity in reliance on any form of Corps
permit authorization based on a PJD constitutes agreement that all aquatic resources in the review area
affected in any way by that activity will be treated as jurisdictional, and waives any challenge to such
jurisdiction in any administrative or judicial compliance or enforcement action, or in any
administrative appeal or in any Federal court; and (7) whether the applicant elects to use either an
AJD or a PJD, the JD will be processed as soon as practicable. Further, an AJD, a proffered
individual permit (and all terms and conditions contained therein), or individual permit denial can be
administratively appealed pursuant to 33 C.F.R. Part 331. If, during an administrative appeal, it
becomes appropriate to make an official determination whether geographic jurisdiction exists over
aquatic resources in the review area, or to provide an official delineation of jurisdictional aquatic
resources in the review area, the Corps will provide an AJD to accomplish that result, as soon as is
practicable. This PJD finds that there "may be" waters of the U.S. and/or that there "may be"
navigable waters of the U.S. on the subject review area, and identifies all aquatic features in the
review area that could be affected by the proposed activity, based on the following information:

SUPPORTING DATA. Data reviewed for PJD (check all that apply)
Checked items should be included in subject file. Appropriately reference sources
below where indicated for all checked items:
Maps, plans, plots or plat submitted by or on behalf of the PJD requestor:
Map: ________________BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB.
Data sheets prepared/submitted by or on behalf of the PJD requestor.
Office concurs with data sheets/delineation report.
Office does not concur with data sheets/delineation report. Rationale: _______BBBBBBBBBBBB.
Data sheets prepared by the Corps:________BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB.
Corps navigable waters’ study: ____________BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB.
U.S. Geological Survey Hydrologic Atlas: ________BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB.
USGS NHD data.
USGS 8 and 12 digit HUC maps.
U.S. Geological Survey map(s). Cite scale & quad name: _________BBBBBBBBBBBBBBBBBBBBBB.
Natural Resources Conservation Service Soil Survey. Citation: __________BBBBBBBBBBBBBBBBB.
National wetlands inventory map(s). Cite name: ________BBBBBBBBBBBBBBBBBBBBBBBBBBBBBB.
State/local wetland inventory map(s): ____________BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB.
FEMA/FIRM maps: ________________BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB.
100-year Floodplain Elevation is: ____BBBBBBBBBBBB.(National Geodetic Vertical Datum of 1929)
Photographs: Aerial (Name & Date): ______BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB.
or Other (Name & Date): ______BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB.
Previous determination(s). File no. and date of response letter:__________BBBBBBBBBBBBBBBB.
Other information (please specify): ______________BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB.
IMPORTANT NOTE: The information recorded on this form has not necessarily
been verified by the Corps and should not be relied upon for later jurisdictional
determinations.
Signature and date of Signature and date of
Regulatory staff member person requesting PJD
completing PJD (REQUIRED, unless obtaining
the signature is impracticable)
1
1 Districts may establish timeframes for requestor to return signed PJD forms. If the requestor does not respond
within the established time frame, the district may presume concurrence and no additional follow up is
necessary prior to finalizing an action.
7.5' Topo Quad Northeast Durham
NRCS Soil Survey Durham County 1976
USFWS NWI North Carolina 2018
3720084100K & 3720082400K
NC One Map Orthoimagery 2017
X
10/2/2019

NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND
REQUEST FOR APPEAL
Applicant: City of Durham, Rod Florence File Number: SAW-2019-00057 Date: 10/2/2019
Attached is: See Section below
INITIAL PROFFERED PERMIT (Standard Permit or Letter of permission) A
PROFFERED PERMIT (Standard Permit or Letter of permission) B
PERMIT DENIAL C
APPROVED JURISDICTIONAL DETERMINATION D
PRELIMINARY JURISDICTIONAL DETERMINATION E
SECTION I - The following identifies your rights and options regarding an administrative appeal of the above decision.
Additional information may be found at or http://www.usace.army.mil/Missions/CivilWorks/RegulatoryProgramandPermits.aspx
or the Corps regulations at 33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request
that the permit be modified accordingly. You must complete Section II of this form and return the form to the district
engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will
forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your
objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your
objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After
evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in
Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein,
you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of
this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days
of the date of this notice. C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice. D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new
information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers
Administrative Appeal Process by completing Section II of this form and sending the form to the district engineer. This form
must be received by the division engineer within 60 days of the date of this notice.
E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the
preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed),
by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the
Corps to reevaluate the JD.

SECTION II - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial
proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or
objections are addressed in the administrative record.)

ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the
record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record.
However, you may provide additional information to clarify the location of information that is already in the administrative
record.
POINT OF CONTACT FOR QUESTIONS OR INFORMATION:
If you have questions regarding this decision and/or the
appeal process you may contact:
District Engineer, Wilmington Regulatory Division
Attn: Roscoe L. Sullivan, III
Raleigh Regulatory Office
U.S Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587

If you only have questions regarding the appeal process you may
also contact:
Mr. Phillip Shannin, Administrative Appeal Review Officer
CESAD-PDO
U.S. Army Corps of Engineers, South Atlantic Division
60 Forsyth Street, Room 10M15
Atlanta, Georgia 30303-8801
Phone: [phone]
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
notice of any site investigation, and will have the opportunity to participate in all site investigations.

________________________________________
Signature of appellant or agent.
Date: Telephone number:

For appeals on Initial Proffered Permits send this form to:

District Engineer, Wilmington Regulatory Division, Attn: Roscoe L. Sullivan, III, 69 Darlington Avenue, Wilmington, North
Carolina 28403

For Permit denials, Proffered Permits and Approved Jurisdictional Determinations send this form to:

Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Phillip Shannin, Administrative
Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 10M15, Atlanta, Georgia 30303-8801
Phone: [phone]

DRAWING DESCRIPTION
PROJECT NAME & LOCATION
SHEET NUMBERSCALE1
DATE 12/13/2018
DESIGNED BY / DRAWN BY
PROJECT NAME
A. MEHFOUD
HOOVER ROAD ATHLETIC PARK
21A-6
21B-2
21B-5
21C-2
21D-2
21E-4
21E-9
FDS-32A1-2
FDS-32A1-1
21F1-6
32F1-8
32G1-521F1-1
32A1-6
32D1-2
32E1-5
32G1-1
")O
")M
")P
")L
")N
")K
Culvert
Culvert
")S
")T
!(J
!(I
!(E
!(D
!(B
!(A
!(H
!(F
!(C
!(G
!(Q
!(R
23A1-2
23A1-8
23A1-14
23B1-10
Kern St
Duval St Mayo StSoutherland StC heek R d
Ellington StCenter StRoane StJunctionRdCatalpa DrHeidelberg StNHoover
Rd
1 " = 125 'H:
FIGURE 6:WETLANDS ANDWATERS OF THEU.S. DELINEATIONMAP
REVISIONS
MM/DD/YY#DESCRIPTION
These plans and associated documents are theexclusive property of TIMMONS GROUP andmay not be reproduced in whole or in part andshall not be used for any purpose whatsoever,inclusive, but not limited to construction, bidding,and/or construction staking without the expresswritten consent of TIMMONS GROUP.
PROJECT NUMBER42811HOOVER ROAD ATHLETIC PARKDURHAM COUNTY,NORTH CAROLINA1001 Boulders Parkway, Suite 300Richmond, VA 23225TEL [phone]www.timmons.com[
PLANS PRINTED AS 11X17 ARE HALF SCALE0125250
SCALE (FEET)
R:\805\42811-Hoover Road\GIS\WTDM\42811-WTDM.mxd
1. Waters of the U.S. within theproject study limits have beenlocated using submeter, BluetoothGPS antennas by TimmonsGroup.2.Waters of the U.S. have notbeen confirmed by the U.S. ArmyCorps of Engineers.3. Project limits are approximate.4. Topography based on USGSLiDAR.5. Cowardin StreamClassifications are based solelyon field observations. No formalStream assessment methodologywas completed to determine theseCowardin Classifications.
Legend
Project Study Lim its - 50.1 Acr es
")X Stream Identi fier
!(X Wetland Identi fi er
g
M/Wetland Flag
A Field Data Station
Neuse Buffer - 50 Feet
F\J-B Buffer - 50 Feet
F\J-B Buffer - 100 Feet
Culvert
Overland Flow
Perennial Stream (R 3)
Intermittent Str eam (R 4)
Ephemeral Str eam (R 6)
Palustrine Em er gent (PEM) Wetl ands
Palustrine Forested (PFO) Wetlands
PFO(sq ft)PSS(s q ft)PEM(sq ft)POW(s q ft)R3(lf)R4(lf)R6(lf)Dit c h(lf)A 32,173 NT / VB4841,124 NT / V
C 2,220 NT / V
D 1,077 2,031 NT / V
E 2,005 NT / V
F 4,223 NT / VG243NT / V
H 5,107 NT / V
I 836 NT / VJ422NT / V
K 1,275 NT/ NV
L 1,418 948 NT/ NVM65NT/ NV
N 298 NT/ NV
O 24 NT/ NVP184NT/ NV
Q 1,112 NT/ VR12,951 NT/ V
S 31 NT/ NV
T 158 NT/ NVTotal60,848 0 5,160 0 2,693 1,495 213 0
* T=Tidal; NT=Non-tidal; V=Vegetated; NV=Non-Vegetated; PFO=Palustrine Fores ted W etland; PSS=Palustrine Scrub-Shrub W etland; PEM=Palustrine Emergent W etland; POW = Palustrine Open W ater; EIW = Estuarine Intertidal W etlands; R3= Upper Perennial Streams; R4=Intermittent Streams ; R6 = Ephemeral Streams
Resource Identific ation
Confirma tion Res ourc eDescriptionNotes*
Tota l W e tla nd Are a =
Tota l Stre a m Le ngth =
66,008 sq ft
4,401 lf
1.52 a c