20210341 Ver 1_Meeting Request Review_20210215

ID#* 20210341
Version* 1
Regional Office* Central Office - [phone]
Reviewer List* Rick Trone
Pre -Filing Meeting Request submitted 2/15/2021
Contact Name * Becky Ward
Contact Email Address* [e-mail]
Project Name* Proctor Farm Equestrian Park
Project Owner* Wake County C/O Eric Staehle, Facilities Design and Construction
Project County* Wake
Owner Address: Street Address
Wake County Office Building, 11th Floor
Address Line 2
PO Box 550
aty State / Frovince / Region
Raleigh NC
Rbstal/Zip Code Country
27602 usa
Is this a transportation project? * r Yes r No
Type(s) of approval sought from the DWR:
W 401 Water Quality Certification - F- 401 Water Quality Certification -
Regular Express
r- Individual Permit F- Modification
r- Shoreline Stabilization
Does this project have an existing project ID#?*
r Yes r No
Do you know the name of the staff member you would like to request a meeting with?
Please give a brief project description below. *

Proctor Farm is a new equestrian park being constructed through Wake
County Facilities and Management. The streams and wetlands on the
project are currently a part of a mitigation bank. One existing stream
crossing is proposed to be replaced on a tributary and one bridge
crossing of the FEMA regulated stream. The crossings are being
designed for the horse trails in the park. The crossings in the park are
being designed to not impact any of the mitigation bank stream and
wetland components. The tributary crossing is planned to be submitted
for as the first phase of the project. As design continues for the crossing
of the FEMA stream a phase II PCN application will be submitted.
Attached are preliminary construction plans for the crossings. We have
been coordinating with the City of Raleigh please find the attached
memorandum regarding the site visit. They did not have any objectives to
the project.
Please give a couple of dates you are available for a meeting.
3/2/2021
3/3/2021
3/9/2021
3/10/2021
Please attach the documentation you would like to have the meeting about.
Proctor Farm Crossings.pdf 3.41 MB
OS_109_Procter_Mitigation_Easement_Ma p. p... 1.23MB
Memorandum -Site Visit 8-15-19.pdf 2.91 MB
pdf only
By digitally signing below, I certify that I have read and understood that per the Federal Clean Water Act Section
401 Certification Rule the following statements:
• This form completes the requirement of the Pre -Filing Meeting Request in the Clean Water Act Section 401 Certification
Rule.
• I understand by signing this form that I cannot submit my application until 30 calendar days after this pre -filing
meeting request.
• I also understand that DWR is not required to respond or grant the meeting request.
Your project's thirty -day clock started upon receipt of this application. You will receive notification regarding meeting location
and time if a meeting is necessary. You will receive notification when the thirty -day clock has expired, and you can submit an
application.
Signature
Submittal Date 2/15/2021
Reviewer Meeting Request Decision
Has a meeting been scheduled?* r Yes r No

FUTU R E
PHASE 2
TRAI LS-
I PHASE I
TRAILS
NORTH '
OVERALL SITE PLAN
SCALE 1:600
LEGEND
PHASE IA TRAILS
------ PHASE 1 TRAILS
PHASE 2 TRAILS
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R-40W
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NORTH
WAKE COUNTY
PROCTER FARM
PRESERVE - PHASE 1A
720-1 HOC PROCTER ROAD
NA/ E l�1 D E L L�
SITE DATA
PROJECT.
PROCTER FARM PRESERVE
OWNER:
WAKE COUNTY, FACILITIES DESIGN & CONSTRUCTION
OWNER CONTACT.
ERIC STAEHLE - SENIOR FACILITIES PROJECT MANAGER
WAKE COUNTY OFFICE BUILDING, 11 TH FLOOR
P.O. BOX 550
RALEIGH, NC 27602
DESIGNER:
CLH DESIGN, PA
DESIGNER CONTACT.
ZAK PIERCE - LANDSCAPE ARCHITECT #1699
REGENCY PARK
400 REGENCY FOREST DR., SUITE 120
CARY, NC 27518
PHONE: [phone]
FAX. [phone]
PROJECT ADDRESS:
7201 DOC PROCTER ROAD
WENDELL, NC 27591
PIN NUMBER:
1786118243
EXISTING LAND USE.
R-40W & R-80W (RESIDENTIAL WATERSHED DISTRICTS)
PROPOSED LAND USE.
NATURE PRESERVE
WA TERSHED:
LITTLE RIVER (ZEBULON)
CLASSIFICATION:
WS-II NSW (PROTECTED)
WA TER SUPPL Y WATERSHED
BUFFERS:
MINIMUM WIDTH OF 100' MUST BE PROVIDED AROUND ALL
WATER SUPPLY IMPOUNDMENTS WITH A DRAINAGE AREA OF
25 ACRES OR MORE. BUILDINGS MUST BE SETBACK AT
LEAST 20' FROM THE OUTER BOUNDARY OF THE REQUIRED
BUFFER AREA.
SOIL TYPE.
ApB, ApB2, ApC, HyD. Grp. B
Cn; HyD. Grp. D
DuB, DuC, Hyd. Grp. C
Me; Hyd. Grp. D
Wo; Hyd. Grp. D
Wy, Hyd. Grp. D
TOTAL SITE ACREAGE.
562.85 ACRES (571.12 ACRES: GIS)
TOTAL DISTURBED AREA:
IMPERVIOUS COVERAGE (/):
IMPERVIOUS SURFACE RATIOS (WITHIN THE LITTLE RIVER WATER SUPPLY WATERSHED):
ZONING DISTRICT
MAXIMUM NONRESIDENTIAL
IMPERVIOUS SURFACE RATIO (/-/. OF LOT/SIZE)
R-80W
6
R-40W
12
CONVENTIONAL DEVELOPMENT STANDARDS:
R-80W
R-40W
MAXIMUM DENSITY (UNITS/ACRE)
0.50
1.00
MINIMUM LOT AREA PER DWELLING UNIT (SF)
80,000
40,000
MINIMUM LOT WIDTH (FEET)
150
110
MINIMUM LOT FRONTAGE (FEET)
30
30
MINIMUM REQUIRED SETBACKS (FEET)
FRONT & CORNER
40
30
SIDE
20
15
REAR
30
30
MAXIMUM IMPERVIOUS COVERAGE (% OF LOT)
RESIDENTIAL DEVELOPMENT
30
30
NONRESIDENTIAL DEVELOPMENT
6
12
MAXIMUM BUILDING HEIGHT (FEET)
35
35
OFF-STREET PARKING REQUIREMENTS:
REQUIRED PARKING: N/A
PROPOSED PARKING: N/A
- TRUCK AND HORSE TRAILER: 0
- CAR: 0
RI /FFFRYARn I)FPTH ANn SCRFFNINC, STANI)ARI)S:
ZONING OF ADJACENT VACANT LOT
CLASS OF PROPOSED USE NONRESIDENTIAL
LOW -INTENSITY
R-80W, R-40W, & R-20
40' TYPE C BUFFERYARD
STREETFRONT
10' TYPE F BUFFERYARD
RMH
20' TYPE E BUFFERYARD
SITE PLAN SUBMITTAL
INDEX OF DRAWINGS
CIVIL & LANDSCAPE PLANS
C-0.0 COVER SHEET
C-1.0 OVERALL EXISTING CONDITIONS & DEMOLITION PLAN
C-7.1 EXISTING CONDITIONS & DEMOLITION PLAN - AREA A
C-7.2 EXISTING CONDITIONS & DEMOLITION PLAN - AREA C
C-7.3 EXISTING CONDITIONS & DEMOLITION PLAN - AREA D
C-2.0 OVERALL PLAN
C-2.1 SITE STAKING PLAN - AREA A
C-2.2 SITE STAKING PLAN - AREA C
C-2.3 SITE STAKING PLAN - AREA D
C-3.0 OVERALL EROSION CONTROL PLAN
C-3.1 EROSION CONTROL PLAN - TRAIL AREA A
C-3.2 EROSION CONTROL PLAN - TRAIL AREA C
C-3.3 EROSION CONTROL PLAN - TRAIL AREA D
C-4.1 EROSION & SEDIMENT CONTROL DETAILS
C-5.1 STORMWATER & UTILITY DETAILS
C-6.1 SITE DETAILS
PROJECT TEAM
PROJECT DESCRIPTION:
PROCTER FARM PRESERVE:
CIVIL ENGINEERING AND
LANDSCAPE ARCHITECTURE
CLH DESIGN, PA
400 REGENCY FOREST DR., STE. 120
CARY, NC 27518
ENVIRONMENTAL CONSULTANT
TIMMONS GROUP
PROCTER FARM PRESERVE, A 563-ACRE PROPERTY OF FOREST AND WORKING FARMLAND, IS LOCATED NEAR
KNIGHTDALE, WENDELL AND ZEBULON. THIS PROPERTY IS THE LARGEST TRACT OF LAND OWNED BY WAKE COUNTY
PARKS, RECREATION AND OPEN SPACE. EXISTING TRACTOR PATHS WILL BE CONVERTED INTO AN ESTIMATED 5 TO 10
MILES OF EQUESTRIAN TRAILS.
PROCTER FARM PRESERVE WILL BE IMPLEMENTED IN THREE PROPOSED PHASES. PHASE 2 INCLUDES ADDITIONAL TRAILS
AND A STREAM CROSSING.
WAKE COUNTY GENERAL NOTES:
• FINAL ZONING AND SITE IMPROVEMENT INSPECTION SHALL BE REQUIRED TO VERIFY SITE PLAN COMPLIANCE BE
DONE BEFORE A CERTIFICATE OF COMPLIANCE IS ISSUED BY WAKE COUNTY BUILDING INSPECTIONS.
• DETERIORATED OR DEAD SCREENING SHALL BE REPAIRED OR REPLACED WITHIN SIX MONTHS.
• NO PERMANENT CONSTRUCTION CAN OCCUR WITHIN BUFFER YARDS.
• SEPTIC TANKS, SEPTIC DRAIN LINES ARE PROHIBITED IN REQUIRED BUFFERYARDS. STORMWATER RETENTION AND
DETENTION FACILITIES, STORAGE TANKS FOR ANY PURPOSE, UTILITY SUBSTATIONS, AND BUILDINGS HOUSING UTILITY
SUBSTATIONS AND BUILDINGS HOUSING UTILITY COMMODITIES OR EQUIPMENT ARE ALSO PROHIBITED IN REQUIRED
BUFFERYARDS.
C:L"
DESIGN
CLH Design, PA
400 Regency Forest Dr.
Suite 120
Cary, NC 27518
Phone: [phone]
Fax: [phone]
LA: C-106 PE: C-1595
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400 Regency Forest Dr.
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Cary, NC 27518
Phone: [phone]
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CLH PROJECT NO: 20-107
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CLH Design, PA
400 Regency Forest Dr.
Suite 120
Cary, NC 27518
Phone: [phone]
Fax: [phone]
LA: C-106 PE: C-1595
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ALL CONSTRUCTION /
INSIDE JURISDICTIONAL / \
BUFFER SHALL BE WITHIN /
EXISTING ROAD LIMITS
GRAPHIC SCALE
10 0 5 10 20 40
( IN FEET )
HORIZONTALc 1 inch = 10 ft.
VERTICAL: 1 inch = 1 ft
LEGEND
TEMP. GRAVEL CONSTR. ENTRANCE
SEE DETAIL SHEET C-4.1
PERMANENT OUTLET PROTECTION
SEE DETAIL SHEET C-4.1
CHANNEL LINING
SEE DETAIL SHEET C-4.1
TEMP. COMPOST SOCK
SEE DETAIL SHEET C-4.1
TEMP. COMPOST SOCK IN CHANNEL
SEE DETAIL SHEET C-4.2
GENERAL NOTES
- EXIS77NG CONTOUR
FINISHED CONTOUR
TEMP. CONTOUR
(TEMP. GRADES DURING CONSTR.)
PROPOSED STORM SEWER PIPES
EXIS71NG STORM SEWER PIPES
CONSTRUCTION LIMITS UNLESS
OTHERWISE NOTED.
1. ALL CONSTRUC71ON SHALL BE IN ACCORDANCE WITH ALL WAKE COUNTY AND NCDOT STANDARDS,
SPECIFICA71ONS AND DETAILS.
2. THE CONTRACTOR SHALL COMPLY W17H ALL STATE AND LOCAL CODES IN OBSERVING EROSION CONTROL
MEASURES BOTH ON AND OFF SITE. ALL OFF -SITE SOIL BORROW AND WASTE SITES SHALL BE PROPERLY
PERMITTED FOR SUCH ACTIVITIES. CONTRACTOR SHALL PROVIDE WRITTEN DOCUMENTATION OF SEDIMENT &
EROSION CONTROL PERMIT FOR ANY OFF-S17E SITES TO OWNER PRIOR TO RELOCATING ANY STOCKPILE
MATERIALS
J. THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES AFTER EACH RAINFALL EVENT OR AS
DIRECTED BY LOCAL AUTHORITIES OR ARCH17ECT.
4. TOTAL DISTURBED AREA: 1.4-AC.
5. ALL OPEN STORM PIPES SHALL BE PROTECTED WITH STONE FILTER PROTECTION AFTER WORK STOPPAGE EACH
DAY. SEE DETAIL SHEET C-4.1.
6. ALL STORM DRAINAGE PIPES SHALL BE THOROUGHLY FLUSHED OF ALL SEDIMENT FOLLOWING SITE STABILIZATION.
INTERIOR FLUSHING OF SYSTEM SHALL BE PERFORMED AS NEEDED TO MAINTAIN PROPER FUNCTIONING OF THE
DRAINAGE SYSTEM. CLEANING SHALL BE PERFORMED IN A MANNER WHICH PREVENTS SEDIMENT FROM BEING FLUSHED
THROUGH PIPES TO THE EXISTING DRAINAGE SYSTEM.
7. THE INDICATED STAGING AREA IS INTENDED FOR VEHICLES AND NON -ERODIBLE MATERIALS ONLY. NO SOIL,
SAND OR OTHER ERODIBLE, FINE GRAINED MATERIAL SHALL BE STORED OUTSIDE OF THE LIMITS OF THE SITE
PROTECTED BY SEDIMENT AND EROSION CONTROL DEVICES AND MEASURES.
8. SOIL AND OTHER MATERIALS SHALL ONLY BE TEMPORARILY STOCKPILED WITHIN THE CONSTRUCTION LIMITS
PROTECTED BY SEDIMENT AND EROSION CONTROL DEVICES AND MEASURES. STOCKPILES SHALL BE STABILIZED
AS REQUIRED AS INDICATED IN THE SLOPE & SURFACE STABILIZATION NOTES ON THIS PLAN.
9. THE TREE PROTECTION FENCE SHALL BE MAINTAINED ON THE SITE UNTIL ALL SITE WORK IS COMPLETED AND
THE FINAL SITE INSPECTION IS SCHEDULED PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY (CO).
THE FENCING SHALL BE REMOVED IMMEDIATELY PRIOR TO THE FINAL SITE INSPECTION FOR THE SITE.
10. TREE PROTECTION FENCING SHALL NOT BE MOVED AND THERE SHALL BE NO ENCROACHMENT INTO SUCH
PROTECTED AREA(S) WITHOUT WRITTEN AUTHORIZATION OF THE COUNTY ZONING COMPLIANCE STAFF. ANY
ACTIVITY LANDSCAPING, FENCING, OR UTILITY INSTALLATION SHOWN ON THE APPROVED PLANS IN A TREE
PR07EC71ON AREA, SHALL ALSO NOT OCCUR WITHOUT WRITTEN AUTHORIZATION FROM THE COUNTY ZONING
COMPLIANCE STAFF. ANY UNAUTHORIZED ENCROACHMENT OR DISTURBANCE WITHIN THE BOUNDARIES OF A TREE
PROTECTION AREA SHALL AUTOMATICALLY RESULT IN FINES AND THE REPLACEMENT OF ANY DAMAGED
VEGETATION IN ACCORDANCE WITH THE LAND DEVELOPMENT ORDINANCE.
11. ROADSIDE DITCHES AND CHANNELS SHALL BE STABILIZED DAILY UNTiL PERMANENT GROUND COVER IS
ESTABLISHED.
12. INSTALL TEMPORARY MATTING TO TOP OF ALL SIDE SLOPES ON CHANNELS, DIVERSION DITCHES AND
TEMPORARY SEDIMENT BASINS. SEE DETAIL SHEET C702 (PERMANENT CHANNEL) AND C702 (TEMPORARY
DIVERSION DITCH) FOR TYPE OF MATTING TO USE.
13. ANY DEWATERING OF SEDIMENT CONTAINMENT DEVICES FOR MAINTENANCE, REMOVAL OR CONVERSION PURPOSES IS TO
BE DONE THROUGH A SILT BAG.
14. ANY DEWATERING OF STORAM017LITY TRENCHES IS TO BE DONE THROUGH A SILT BAG.
15. GROUND COVER IS TO BE APPPLIED PER CONDITIONS OF THE NPDES PERMIT OR AT THE END OF THE DAY IN CRITICAL
AREAS.
16. CONTRACTOR SHALL USE TiRE WASH STATION TO PREVENT SEDIMENT FROM TRACKING ONTO THE ROAD IF
CONSTRUC77ON ENTRANCE IS FOUND INSUFFICIENT AT NO ADDITIONAL COST TO OWNER.
17. CONTRACTOR SHALL UTILIZE PAM FLOCCULANTS TO REDUCE RUN-OFF TURBIDITY. SEE SPECS.
MAINTENANCE PLAN
1. DURING ALL PHASES OF CONSTRUCTION, GROUNDCOVER ON EXPOSED SLOPES SHALL BE PROVIDED ACCORDING 70
GROUND STABILIZATION TABLE (C-4.1) FOLLOWING COMPLETION OF ANY PHASE OF GRADING.
2. FINAL PERMANENT GROUNDCOVER FOR ALL DISTURBED AREAS SHALL BE PROVIDED ON ALL DISTURBED AREAS
ACCORDING TO GROUND STABILIZATION TABLE (C-4.1) FOLLOWING COMPLETION OF CONSTRUCTION OR
DEVELOPMENT.
3. THE ABOVE REQUIREMENTS ARE THE MINIMUM NECESSARY TO MEET EROSION AND SEDIMENT CONTROL
REGULATIONS. THE CONTRACT DOCUMENTS INCLUDE ADDITIONAL SEEDING AND STABILIZATION REQUIREMENTS AND
SCHEDULES WHICH MAY EXCEED THOSE ABOVE.
4. SLOPE EROSION CONTROL MATTING SHALL BE INSTALLED FOR TEMPORARY STABILIZATION DURING THE
ESTABLISHMENT OF VEGETATIVE COVER ON ALL STEEP SLOPES (6:1 OR STEEPER). REFER TO MATERIAL
SPECIFICATIONS INSTALL MATTING PER MANUFACTURERS INSTRUCTIONS
5. ALL OTHER SEEDED AREAS SHALL BE MULCHED WITH STRAW AND ANCHOR CRIMPING WITH HAND OR MECHANICAL
SELF -INSPECTION RULES
SEE SHEET C-4.1 FOR SELF -INSPECTION REQUIREMENTS.
THE FINANCIALLY RESPONSIBLE PERSON AND/OR HIS AGENT WILL BE PERFORM SELF INSPEC17ONS OF THE EROSION AND
SEDIMENTATION CONTROL MEASURES USING NCDEMLR'S SELF INSPEC71ON REPORT (WORKSHEET) AND THIS WILL BE KEPT
ONSITE.
SLOPE & SURFACE STABILIZATION
GROUND STABILIZATION SHALL BE PROVIDED ON ALL DISTURBED AREAS ACCORDING TO GROUND STABILIZATION NOTES
SEE SHEET C-4.1.
EXTENSIONS OF 77ME MAY BE APPROVED BY THE PERMITTING AUTHORITY BASED ON WEATHER OR OTHER
S17E-SPECIFIC CONDITIONS THAT MAKE COMPLIANCE IMPRACTICABLE (SECTION II.B(2) (6))
THE REQUIREMENTS ON SHEET C705 ARE THE MINIMUM NECESSARY TO MEET EROSION AND SEDIMENT CONTROL
REGULATIONS THE CONTRACT DOCUMENTS INCLUDE ADDITIONAL SEEDING AND STABILIZATION REQUIREMENTS AND
SCHEDULES WHICH MAY EXCEED MINIMUM REQUIREMENTS.
INSTALL TEMPORARY EXCELSIOR MAT17NG FOR STABILIZATION DURING THE ESTABLISHMENT OF VEGETATIVE COVER ON
ALL STEEP SLOPES UTILIZE TEMPORARY(6:1 OR COCONUT MAT�N AREAS IDENiiFIED ONLS
AND AREAS OF PLAN. REFERENTRATED �OCSPECIFICA17ON SECi7ONDITCHES ALES 3125 0 FOR
MATERIAL SPECIFICATIONS INSTALL MATTING PER MANUFACTURER'S INSTRUCTIONS
SEE SHEET C-3.0 EROSION CONTROL
CONSTRUCTION SEQUENCE.
C: L�
C)ESIGN
CLH Design, PA
400 Regency Forest Dr.
Suite 120
Cary, NC 27518
Phone: [phone]
Fax: [phone]
LA: C-106 PE: C-1595
1111111/I�,
CAR 0/
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U
W
z
O
Ld
o
DRAFTED BY: TO, DAL
CHECKED BY: ZRP, SJ
DATE: 11 FEB 2021
CLH PROJECT NO: 20-107
1ST SUBMITTAL
COMMERCIAL SITE PLAN
E&SC PLAN -
ENLARGEMENT
C-3.4
10+00

BKBM201OPGO0731
DEED REFERENCE($):
BEING A PORTION OF THE PROPERTY
RECORDED iN D.B. 13076, PG. 941
OF THE WAKE COUNTY REGISTRY.
MAP REFERENCE(S$
BEING A PORTION OF LOT 1
RECORDED iN B.M. 2006, PG. 2147
OF THE WAKE COUNTY REGISTRY.
STATE OF NORTH CAROLINA
COUNTY OF WAKE
Filed for registration at M. 2010 in the Register of Deeds
Office. Recorded in M.lm
PG. q3-L
Register of Deeds By
WAKE COUNTY CERTIFICATION
I, rn)d Planning Director and Review Officer of Wake County,
certify' that this plat DOES NOT constitute a subdivision and that it meets all statutory
requirements for recording. Because of its "exempt" status, the county has not reviewed
this plat for compliance with applicable lot standards and other subdivision regulations (e.g.,
road standards). Prospective purchasers should be aware that plans for building and
development may be denied for lots that DO NOT meet applicable county standards.
Date anrfifi'g Director/Review Officer
Approval expires if not recorded on or before -�/
GENERAL NOTES:
1) NOTE.- NO ABSTRACT TITLE, NOR TITLE COMMITMENT, NOR RESULTS OF TITLE SEARCH WERE
FURNISHED TO THE SURVEYOR. ALL DOCUMENTS OF RECORD REVIEWED ARE NOTED HEREON
(SEE REFERENCES). THERE MAY EXIST OTHER DOCUMENTS OF RECORD THAT MAY AFFECT
THIS SURVEYED PARCEL.
2) ALL JURISDICTIONAL WETLAND & OPEN WATER POND AREAS WERE DETERMINED AND FLAGGED
BY AXIOM ENVIRONMENTAL DURING AUGUST 2009.
3) ALL JURISDICTIONAL WETLAND & OPEN WATER POND AREAS WERE FIELD LOCATED BY K2
DESIGN GROUP, P.A. AFTER BEING MARKED BY AXIOM ENVIRONMENTAL, INC.
4) NORTH CAROLiNA GRiD COORDINATES SHOWN WERE CALCULATED FROM B.M. 2006, PG. 2147.
NO SURVEY WAS PERFORMED ON SAID GRID TIE
5) NEW 20' ACCESS EASEMENTS ARE FOR LEGAL ACCESS AND MONITORING OF CONSERVATION
EASEMENTS ONLY.
SURVEYORS CERTIFICATION(S)
Surveyor's disclaimer: No attempt was made to locate any cemeteries, wetlands, hazardous
material sites, underground utilities or any other features above, or below ground other
than those shown. However, no visible evidence of cemeteries or utilities, aboveground or
otherwise, was observed by the undersigned.
I certify that the survey is of another category (conservation easement), such as the
recombination of existing parcels, a court -ordered survey, or other exception to the
definition of subdivision.
I JOHN A. RUDOLPH , certify that this plat was drawn under my supervision from (an actual
survey made under my supervision) (deed description recorded in Book SEE , Page REFS ,
etc.) (other); that the ratio of precision as calculated by latitudes and departures is
-
1 / 10.000+ ; that the boundaries not surveyed are shown as broken lines plotted from
information found in Book 13076 , Page 941 (All lines surveyed); that this plat was
prepared in accordance wi67 G.S. 47-30 as amended. Witness my original signature,
registration number, and seal this 19th day of July A.D. 2010.
SEAS%FOR 1151%4 1P
:,` q�. MESS pOl�'li• i
Surveyor L-4194
SEAL7.
L-4194
v '�9'fv7j l0Q'.
METADATA CORNER
DESCRIPTIONS
CORNER
DESCRIPTION
O
1 /2" IRON PIPE
0.3' ABOVE GRADE
©
1.5" IRON PIPE
0.5' ABOVE GRADE
0
0.5" IRON PIPE
0.5' ABOVE GRADE
®
1.0" IRON PIPE
0.3' ABOVE GRADE
®
1.0" IRON PIPE
0.4' ABOVE GRADE
©
1.0" IRON PIPE
0.1' ABOVE GRADE
Q
1.0" IRON PIPE
0.2' ABOVE GRADE
O
1.0" IRON PIPE
0.2' ABOVE GRADE
O
1.0' IRON PIPE
0.4' ABOVE GRADE
1.0" IRON PIPE
0.3' ABOVE GRADE
1 i
1.0" IRON PIPE
0.4' ABOVE GRADE
®
1.0" IRON PIPE
0.1' ABOVE GRADE
Q
1.0" IRON PIPE
0.2' ABOVE GRADE
1.0" IRON PIPE
0.3' ABOVE GRADE
0.5" IRON PIPE
0.2' ABOVE GRADE
®
0.5" IRON PIPE
0.3' ABOVE GRADE
©
1.0" IRON PIPE
0.2' ABOVE GRADE
®
1.0" IRON PIPE
0.1' ABOVE GRADE
0
1.0" IRON PIPE
FLUSH WITH GRADE
®
1.0" IRON PIPE
FLUSH WITH GRADE
©
1.0" IRON PIPE
0.3' BELOW GRADE
®
1.5" IRON PIPE
0.1' ABOVE GRADE
®
1.5" IRON PIPE
0.3' ABOVE GRADE
®
1.0" IRON PIPE
0.2' ABOVE GRADE
®
1.0" IRON PIPE
FLUSH WITH GRADE
®
0.5" IRON PIPE
0.3' ABOVE GRADE
©
0.5" IRON PIPE
1.0' ABOVE GRADE
®
1.0" IRON PIPE
FLUSH WITH GRADE
®
1.0" IRON PIPE
FLUSH WITH GRADE
WAKE COUNTY, HC 307
LAURA M RIDDICK
REGISTER OF DEEDS
PRESENTED 8 RECORDED ON
08102r2010 AT 13:13:45
BOOK:BM2010 PAGE:00731
LINE DATA ALONG
CONSERVATION EASEMENT 1
LINE
LENGTH
BEARING
L1
80.56'
S79'47'06'W
L2
93.95'
NOY18'36"W
L3
50.47'
N05' 21 ' 33"E
L4
70.15'
NO2'42'08"E
L5
54.50'
N14-34'45"E
L6
46.71 '
N09' 13' 12"E
L7
48.82'
NOY; 37' 10"E
LS
31.50'
N05'45'43"E
L9
18.78'
N4442'12"E
L10
13.70'
N87'05'39"E
L11
39.83'
N4Z17'53"E
L12
37.78'
N2448'32"E
L13
35.94'
N36'02'32"E
L14
20.19'
N15'14'12"E
L15
14.25'
N16-18'54"W
116
14.62'
N51-56.19"W
L17
20.67'
N11-28'03"W
L18
59.86'
S68'26'45"E
L19
58.49'
S2V17'29"E
L20
152.35'
S16-24-10"W
L21
92.92'
S39'00'15"W
L22
139.80'
SO4-55'33"E
L23
116.62'
S10'15'26"W
LINE DATA ALONG
CONSERVATION EASEMENT 2
LINE
LENGTH
BEARING
L24
30.83'
N36'09'39"E
L25
19.74'
NO3'08'59"W
L26
30.43'
N4634'47"E
L27
11.D0'
S34'22'28"E
L28
28.48'
N20'38'17"E
L29
31.51'
N40' 19'45'E
L30
31.89'
N55'23'26"E
L31
24.58'
NOV 17'49"W
L32
15.50'
N80'05'53"E
L33
19.98'
N31'40'48"E
L34
14.84'
N60'08'46"E
L35
28.52'
N40'28'33"E
L38
29.92'
N15*49'10"E
L37
50.86'
N36'38'56"E
L38
24.82'
N3& 13'43"E
L39
8.74'
N8937'27"E
L40
37.36'
N06'53'39"E
L41
13.58'
1 NI4'22'07"E
L42
22.24'
1 N19'33'29"W
L43
5.59'
N16'25'25 "E
L44
9.78'
S57'43'08"E
L45
113.98'
S33'54'59"E
L48
216.83'
S02'17'09"W
L4
26.44'
S55'36'23'E
306.68'
S50-56'26"E
L4
129.52'
S05'20'44"W
L51
97.27'
S45'00'48W4
L5
178.46'
N64'54' 11 "W
L52
101.58'
S56'03'15"W
L53
161.53'
N6447'08"W
L54
156.84'
N15'14'31"W
L55 1
232.03'
N11'57'46"W
L56
132.40'
N00'00'4WE
L57
230.03'
N5,&26'07"W
L58
97.33'
S32'01'07"W
L59
141.48'
S69'22'33"W
L60
127.13' 1
N63'31'23"W
LINE DATA ALONG
CONSERVATION EASEMENT 3
LINE
LENGTHI
BEARING
L61
23.68'
1 N38'50'00"E
L62
21.56'
1 N2630'09"E
L63
50.08'
N54'36'41 "E
L64
22.34'
N22' 17' 14"E
L65
18.69'
N61'48'58"E
L66
22.64'
N275l'27"E
L67
31.33'
N4-&15'56"E
L68
52.72'
N3734'08"E
L69
26.20'
N22'38'45"E
L70
73.31'
N25'00'50"E
L71
52.86'
1 N30'27'05'E
L72
40.90'
1 N54'33159"E
L73
89.24'
N40'43'37"E
L74
280.23'
N40'33'05"E
L75
46.32'
N3746'45"E
L76
184.63'
S13*45'30"E
L77
305.74'
S3533'03"W
L78
13601'
S50'18'51"W
L79
120:56'
S31-35'39"E
L80
83.82'
S46'55'21 "W
L81
116.16'
N58'11'16"W
L82
120.51
S55'01'17"W
L83
96.82'
N73-43'43"W
LINE DATA ALONG
CONSERVATION EASEMENT 4
LINE
LENGTH
BEARING
L84
80.92'
N56'32'03"E
L85
106.41'
N24'09'44"E
L86
40.90'
N19*09'11"E
L87
95.1 V
S4,T 17' 13"E
L88
246.65'
SOO'25'47"E
L89
211.56'
S16-52'58"W
L90
87.66'
N82'48'33"W
L91
163.00'
N71'58'44"W
L92
131.24'
NOO'45'10"W
L93
135.10'
N54'56'44"E
L94
61.87'
NO2'34'26"W
LINE DATA ALONG
CONSERVATION EASEMENT 5
LINE
LENGTH
BEARING
L95
122.38'
N19'09'11"E
L96
182.36'
N83'49'42"W
L97
123.12'
N80'12'14"W
L98
109.80'
N6747'31 "W
L99
99.96'
N68'00'00"W
L100
100.64'
N62'15'57"W
L101
110:08'
N67'54'04"W
L102
64.01'
S85'18'05"E
L103
82.38'
NO3'06'58"E
L104
172.49'
N37'56'14"E
L105
41.58'
S61'07'46"E
L106
68.84'
SO752'52"W
L107
86.67'
S38'16'15"W
L108
72.88'
N86'I2'22"E
L109
166.20'
S62'16'43"E
L110
169.65'
S50'44'08"E
L111
273.67'
N64'15'39"E
L112
177.15'
N40'35'40"E
L113
119.60'
N65'44'40"E
L114
131.61'
S51'24'09"E
L115
147.12'
N88'05'24"E
L116
128.34'
N0834'29"E
170.50'
N18'52'36"E
166.14'
N16'04'58"W
kL120
192.89'
N10'27'05"W
340.95'
N28'09'59"E
242.09'
NO2*11'00"E
158.11'
N16'11'52"E
L123
116.50'
N71'52'24"W
L124
353.54'
N6329'51 "W
L125
111.99'
N13'07'04"W
L126
80.28'
45748'451
L127
277.19'
S62'54'46"E
L128
224.52'
S70'44'03"E
L129
208.06'
S1 V27'28"E
L130
92.67'
S22'52'11"W
L131
265.31'
S05'27'54"W
L132
165.89'
S22'20'51 "W
L133
107.70'
S03'25'44"E
L134
126.02'
S23'36'29"W
L135
109.01,
S70'34'35"E
L136
246.18'
508 33'24'E
L137
217.50'
S1742'50"W
L138
165.53'
S1717'09"E
L139
13IS. 16'
N77'11'32"E
L140
138.89'
S6717'31"E
L141
68.06'
SOZ'43'32"E
L142
271.12'
S7532'24"E
L143
69.30'
N34'42'55"E
L144
122.72'
N14'59'38"W
L145
85.44'
N38'55'43"E
L146
101,41'
S59'05'55"E
L147
131.38'
N87'10'42"E
L148
102.85'
S45'03'45"E
L149
121.50'
S71'51'48"E
L150
93.60'
S373O'47"E
L151
105.16'
N57'49'53"E
L152
164.61'
S8928'09"E
L153
321.51'
N70'38'51 "E
L154
268.75'
N38-32'49"E
L155
322.03'
S6TOO'51 "E
L156
147.68'
S1527'42"W
L157
217.18'
S42'06'42"E
L158
90.13'
SOV56'34"W
L159
46.72'
S66'06'00'E
L160
91.99'
N65'34'30"E
1_161
112.29' 1
N73'36'06"E
L162
103.22'
S01'29'32"E
L163
164.89'
SO1' 17'29"E
L164
341.60'
SOI'll 6'41 "E
L165
183.71'
N70'40'40"W
L166
164.00'
N34'03'32W
L167
50.59'
N00'03'45"W
L168
195.96'
N75'34'40"W
L169
115.95'
S84-27'37"W
L170
107.37'
S13'33'52"W
L l 71
133.27'
54,T 18' 15"W
L172
342.93'
S26'30'09"W
L173
347.79'
S40'08'36"W
L174
174,03'
S24'38'24"W
L175
311.49'
SOO'31'09"W
L176
1
379.93'
S02'48'00"W
L177
276.48' 1
S13'47'45'E
L178
355.81'
S50'53'50"E
L179
288.09'
S60'49'28'E
L180
187.91'
S38'34'18"E
LINE DATA ALONG
CONSERVATION EASEMENT 5
LINE
LENGTH
BEARING
L181
187.05'
S13'12'30"W
L182
89.75'
SBW24'42"E
L183
136.97'
N1747'12"W
11_1
384.20'
N53'25'42"W
436.47'
N6X15'45"W
254.68'
S70'10'27"W
SL188
190.06'
S53'44'06"W
112.00'
S41'30'l4"W
45.96'
N63'29'51 "W
L190
45.96'
N63'29'51 "W
L191
150.72'
N22'01'29"E
L192
409.50'
N55-42'50"E
L193
70.21'
S82'I7'50"E
L194
138.12'
N15'52'59"E
L195
186,67'
NI(Y48'05"W
L196
205.72'
N07'26'42"E
L197
144.54'
N19'53'06"W
L198
271.1 V
N09'40'28"E
L199
383.86'
N1C29'20"E
L200
109.73'
N36'08'49"E
L201
249.20'
N50'05'08"E
L202
270.69'
N11'03'02"E
L203
64.82'
NIZ44'34"W
L204
84.38'
S76'56'35"W
L205
158.40'
N6743'48'W
L206
83.68'
N22'15'57W
L207
154.97'
S80'42'49"W
L208
467.97'
S45'45'13"W
L209 1
65.38'
S89-56'15"W
L210
110.67'
N36'55'56"W
L211
53.71'
N47'19'25"E
L212
230.17'
N3'X46'02"W
L213
182.23'
S45' 17'21 "W
L214
193.19'
S2848'36"W
L215
236.90'
S11'l3'21"E
L216
289.16'
S05'42'38"E
L217
101.04'
S69'48'05"W
L218
295.63'
N25'23'38"W
L219
225.72'
N2428'23"W
L220
187.51'
N1C05'28"E
L221
199.30'
N30'58'45"E
022
139.08'
440-19'37"E
023
175.47'
N5749'22"E
L224
326.62'
N69'57'39W
L225
460.49'
N72'03'47"W
L226
189.50'
S77'24'32"W
L227
309.70'
S4533'29"W
L228
73.81'
N46'34'12"W
01
LINE DATA ALONG
CONSERVATION EASEMENT 6
LINE
LENGTH
I BEARING
L229
87.85'
N16731'21 "W
L230
207.44'
N23'54'00"E
L231
112.86'
S75' 19'08"E
L232
86.70'
S06'16'40"W
L233
178,15'
S25'24'03"W
L234
82.36'
N88 43'49"W
LINE DATA ALONG THE
WESTERN SIDE OF THE NEW
20' ACCESS EASEMENT A
LINE
LENGTH
BEARING
L235
46.42'
N11-28'03'W
L236
31.03'
N39-47'08"E
L237
50.23'
N54'20'23"E
L238
12.37'
N36'59'22"E
L239
13.64'
N65-57.44"E
L240
45.62'
N4S18'20"E
L241 I
41.38'
N38-24'24"E
L242
88.54'
N30'04'24"E
L243
64.28'
N39' 14'04'E
L244
45.15'
N43'25'28"E
LINE DATA ALONG THE
WESTERN SIDE OF THE NEW
2V ACCESS EASEMENT B
LENGTH
BEARING
23.02'
N31'40'42"E
LLL247
22.37'
N14'44'34"E
69.88'
N38'50'00"E
LINE DATA ALONG THE
WESTERN SIDE OF THE NEW
20' ACCESS EASEMENT C
LINE
LENGTH
BEARING
L248
238.07'
N3746'45"E
L249
190.91'
N50'26'53"E
L250
121.92'
N19-36'51"E
L251
84.07'
N71'14'03"E
107.79'
N83-55'46"E
L
242.21'
N69'17'34"E
120.82' 1
N56'32'03"E
AkAxiom Environmental, Inc.
20 Enterprise Street, Suite 7
Raleiggh NC 27607
919-219-1693
Axiom Environmental, Inc.
LINE DATA ALONG THE
WESTERN SIDE OF THE NEW
217 ACCESS EASEMENT D
LINE I LENGTH I BEARING
L255 144.09' N19-09'11"E
LINE DATA ALONG THE
WESTERN SIDE OF THE NEW
2V ACCESS EASEMENT E
LINE I LENGTH BEARING
L256 150.85' N30'40'25"E
LINE DATA ALONG THE
CENTERLINE OF THE NEW
2V ACCESS EASEMENT F
LINE
LENGTH
BEARING
L257
41.53'
N14-28'59"W
L258
70.73'
N56-28'42"W
L259
68.63'
N63-56'22"W
L260
49.82'
N31'30'38"W
L261
343.03'
N07'09'37"W
L262
65.84'
1676.38'
N22'25'13"W
L263
N29'36'58"E
CURVE DATA ALONG NORTHERN RIGHT -OF -WAY
OF N.C.S.R. 2325 (TIE DOWN LINES)
CURVE
DELTA
RADIUS
CH. BRG.
CH. DiST..
C1
10'07'49"
855.00
00'27'07'E
150.97
C2
9' 14 24'
855.00
S80.08' 13 "W
137. 74
NEW CONSERVATION -44
EASEMENT ACREAGE
(EXCLUDING ALL THE NEW ACCESS EASEMENTS
AND EXCLUDING ALL ROAD RIGHT-OF-WAYS
BY COMPUTER)
CONSERVATION
EASEMENT #
ACREAGE
(BY COMPUTER)
1
1.13 ACRES
2
7 95 ACRES
3
2.81 ACRES
4
2.20 ACRES
S
67.72 ACRES
6
0.79 ACRES
TOTAL
82.60 TOTAL ACRES
LEGEND:
EIS -
Existing Iron Stake
Flush with Ground
EIP -
Existing Iron Pipe
NMC -
Non Monumented Corner
ECM -
Existing Concrete Monument
R/W -
Right -Of -Way
UP -
Utility Pole
EOP -
Edge Of Pavement
N/F -
Now or Formerly
ECRM -
Existing Concrete R/W Monument
EPK -
Existing PK Nod
PKS -
PK Nail Set
IPS -
Iron Pipe Set (1 " O.D.)
ERRS -
Existing Railroad Spike
CC -
Control Corner
D.B. -
Deed Book
PG. -
Page
NCDOT -
North Carolina Department
of Transportation
ISS -
Iron Stake Set, No. 5 ReBar
NCSR -
North Carolina Secondary Road
HWY -
High way
RCP -
Reinforced Concrete Pipe
BRG. -
Bearing
FEW -
Federal Emergency
Management Agency
CL -
Center Line
PPS -
Pump Pipe Set
4' D.D. Galvanized
O _
Non Monumented Corner
Unless Otherwise Noted
iron Stake Set
-
No 5 Rebor
Rush with Ground
E/B -
Easement Boundary
CC -
Control Corner
Conservation Easement Line
- - -
Center Line of Road
- -
Adjoiner Line
- - -
Tie Down Line
1 mil
Existing Jurisdictional Wetland
I
...111
Existing Open Water Pond
S
Existing Jurisdictional Stream
�;�
New 20' Access Easement
NEW 20' ACCESS
EASEMENT ACREAGE
(EXCLUDING CONSERVATION EASEMENT
AND EXCLUDING ALL ROAD RIGHT-OF-WAYS
BY COMPUTER)
ACCESS
EASEMENT #
ACREAGE
(BY COMPUTER)
A
0.20 ACRES
B
0.05 ACRES
C
0.51 ACRES
D
0.07 ACRES
E
0.07 ACRES
F
0.61 ACRES
TOTAL
1.51 TOTAL ACRES
A PORTION OF THE AREA REPRESENTED BY THIS PLAT IS
LOCATED IN A FLOOD HAZARD BOUNDARY ACCORDING TO
FEMA MAP NUMBER(S) 372017850J do 3720178600J ZONE(S):
AE & X. DATED: MAY 02, 2005,
SHEET I OF 3
CONSERVATION EASEMENT
FOR
iCITY OF RALEIGH
UMBRELLA MITIGATION BANK
(PROCTOR FARM MITIGATION BANK SITE)
a
N.C. PIN # 1786118201
MARKS CREEK TOWNSHIP WAKE COUNTY NORTH CAROLINA
400 200 0 400 800 1200
GRAPHIC SCALE 1" = 400'
S-158-10

BKBM201OPGO0732
SHEET 2 OF 3
CONSERVATION EASEMENT
FOR
CITY OF RALEIGH
UMBRELLA MITIGATION BANK
(PROCTOR FARM VITIG.ATION BANK SITE)
MARKS CREEK TOWNSHIP WAKE COUNTY NORTH CAROIINA
400 200 0 400 800 1200
GRAPHIC SCALE 1" = 400'
II
I
TRUE DEEMPTION
TABERNACLE CHURCH
D.B. 3215, PG. 636
1
f
WILKERSON
D.B. 8204, PG. 1604
l\
Ll 25 \
r1 �
SM 2006, PG. 2147
WAKE COUNTY, A POLITICAL
SUBDIVISION OF THE
STATE OF NORTH CAROLINA
D.B. 13076, PG. 941
ZONINGS R-40W
L105
EiP L106
L107
Li03 � `-� -- L108
-\ EIP
EIP-- (10
L109 9
( EIP1 C770 .,
EIP
L101 ro' EI 1
L100�g EIP L97FIP�
L98 i6
L96 /
/ L95 J
/ WAKE COUNTY v
/ D B. 4439, PG. 469 L86
L85 _EIP
L123
a L115
S °Pa
\1
L228
�1 ctu 9M •/�/�cft
a :i v L34 E!P �..�....�...
'z m / L254, -.� 0.07 ACRES±
u w u / L252 @up 11 OD
BY COMPUTER
� P
L251� E^!PEIP,;. T%' gb L➢T 1.
ElP
o FROM EIP 30 T15 O EIP PERRY HE1
IRS ®EIP
z CREEK MEANDERS ALONG D.B. 5745, vLe.�✓ 3
L90 /
PROPERTY LINE. EXISTING PG. 407 Qi FIP CONSERVATION (REEK IS AN UNNAMED ONS_RVATION
TRIBUTARY OF THE LITTLE �� t�� EASEMENT 4 If
/ y RIVER BASIN. A `� 2.20 ACRES±
/ L7J � BY COMPUTER /
HOLLEY 0 EIP
D.B. 10675, PG. 1081 * �' NEW 20' ACCESS /
INSET"A" / L73 s �� EASEMENT C /
SEE SHEET 3 OF 3 / OEIP_, I p 0.51 ACRES± /
/ BY COMPUTER
72 /
EIP/
� v
/ L71 CONSERVATION /
/ 1B8 0 L69— EASEMENT 3
/ L67-�
L66 ; 2.31 ACRES-*
/ L 6 4 L6L3 5 � UU <� /
FROM EIP 20 TO EIP 03 L62 L61 BY COMPUTE /
PROPERTY LINE FOLLOWS 1-247L2gg \'
THE CENTERLINE OF L245 1-246 IS AN UNNAMED L40 87 �a /
EXISTING CREEK. EXISTING —�.`` L42 . NEW 20' ACCESS /
CREEK. L33 —� �_ /
L37
TRIBUTARY OF THE LITTLE L38 EASEMENT 8
i-\ (yrf
RIVER BASIN. L36 L35 III 0.05 ACRES±
L34 L33 BY COtviPUTER '
/ L32 I.31
/ L30 �u 8M 2006, PG. 2147
L28 L29 I S s \ WAKE COUNTY, A POLITICAL
/ BAKER L25 LY6
j
D.B. 2601, PG. 460 14 - ( \ SUBDIVISION OF THE
Yr S)
/ L244 --_ - /?� J \ STATE OF NORTH CAROLINA
L242 L243� (g 9 \ D.B. 13076. PG. 941
NEW 20'ACCESS ; L240���
EASEMENT L238 CONSERVATION�
t 0.20 ACRES± LL37��- �� EASEMENT 2
BY COMPUTER L235 L236 �� 7.95 ACRFS± s
L 16 15 ` _ < L 18 BY COMPUTER
{ S
L112 L13-- 9 EXISTING t
L11��~ SOILS I
I L10 � J o ROAD it rn
L9
L81j� (� O
' \ V� <S3 �gZ S53'26'02"E
CONSERVATION (6 24.49' '
I EASEMENT 1 47 Ob,W ! _ _ — /EIP (TIE DOWN) I
1. 13 ACRES± L3 S79� 61'N I
BY COMPUTER �\ L2 -a , I — _ 1� 9� OWN) V III `
I CC/EIP
2
\ CL OF CREEK IS
4' EAST OF EIP
BM 2006, PG. 2147 �, / WAKE COUNTY, HC 308
PROCTOR LAURA H RIDDICK
D.B. 11972, PG. 2767 / REGISTER OF DEEDS
PRESENTED 3 RECORDED ON
08r02/2010 AT 13:13:45
BOOK:BM2010 PAGE:00732
NCGS MARKER STATE OF NORTH CAROLINA
"FOWLER" COUNTY OF WAKE
GRID FACTOR: 0.99991460
N=777,048.2687' \
E=2,172,350.0089' \ Filed for registration at M. 2010 in the Register of Deeds
HORIZONTAL GROUND \
DISTANCES USED UNLESS
OTHERNSE NOTED. ''Pp�2p7, rc ,rp• Office. Recorded in M.B , PG.
ps�s,0g2
a `h o o. F`
(12g op O O \ Register of Deeds By
11 s q '0C4'J \
jL tao
NC ,RID COORDINA7E
Ca \ \ PER M.B. 2006. PG. 2147
N=' 63,C93.9823'
L134 \ E=2,184,124.D89Y
BM 2006, PG. 2147 CONSERVATION
L 135 WAKE COUNTY, A POLITICAL EASEMENT 6 \
SUBDIVISION OF THE 0.79 ACRES-* L231 S00'40.13"E
STATE OF NORTH CAROLINA BY COMPUTER o \� 229.28'
D.B. 13076, PG. 941 y� ��/ `R (TIE DOWN)
�� I
�% NEW 20 NMC JONES
1229 n,R, 110188,
M ZONINGS R-40W \ ZONINGS R-80W he, L234 ACCESS PG. 6i3
EASEMENT "c
0.07 ACRES± \
L138 L146 y (ISS BY COMPUTER
�h N
1 143 ��`� L147 L149� v �I "? 30
L,39 (1 l v / o N`no
per L150 ��53IIi 1. u w r f
S A L1 1 III'll.,.1 III �. 5? -iI I II
f 4? L 158
L 159
lll 1�1
�� I I�� I � �T �� � � I I '� ,1� r L 160TI I
/- FIT,Ir'il II IIHIII' cI r� !I �1
-I11-
>�� I I I
L162
�L\i� it - illl -ir nlli nl Illr�l�llil III Ste, EIP®
_
Wal-
irL i I _ L21 t.l r'-dIIT1 a! 1 S3
�l II I I'�T� m
PER 1�_Ii�� o ` �4 1I ���IE9I-I - L169 EIP
l�,�l illl iIL rn (? A'c11-11 L168.
4 0 Aqj4�� `o CAKLE.GH
v L211- I �Q� L204 t �I L167 ! \ n SUBDIVISION
f u 1203 Q' r �� i D.B. 1989,
o C c II �ti PG. 284
_ p L209
LEGEND:
EIS -
Existing iron Stake
Flush with Ground
EIP -
Existing Iron Pipe
NMC -
Non Monumented Corner
ECM -
Existing Concrete Monument
R/W -
Right -Of -Way
UP -
Utility Pole
EDP -
Edge Of Pavement
N/F -
Now or Formerly
ECRM -
Existing Concrete R/W Monument
EPK -
Existing PK Nail
PKS -
PK Nail Set
IPS -
Iron Pipe Set (1 " O.D.)
ERRS -
Existing Railroad Spike
CC -
Control Corner
0. B. -
Deed Book
PG. -
Page
NCDOT -
North Carolina Department
of TransportcrVon
ISS -
Iron Stake Set, No. 5 ReBor
NCSR -
North Carolina Secondary Road
i-IINr -
Highway
RCP -
Pei' n' forced Concrete Pipe
BRG. -
Beaing
Federal Emergency
FE,.L4 -
Management Agency
CL -
Center Line
PPS -
Pump Pipe Set
4" O.D. Galvanized
O _
Non Monumented Corner
Unless Otherwise Noted
Iran Slake Set
! -
No 5 Rebar
Flush with Ground
E/B -
Easement Boundary
CC -
Control Corner
Conservat(nr1 Easement line
— - —
Center Line of Road
—
Ad/oiner Line
r'e Down Line
Existing Jurisdictional Wetland
L:_ , Zj
Existing Open Water Pond
b
Exi`sting Julrsdict/onui Streurn
�,\.
New 20' Access! Easement
ZONINGS R-80W
<a rn F 1^ 74
C 1 ti
cv
rI,
•
o RM 2009, PC. 2147
ZONINGS R-40W
WAKE COUNTY, A POLITICAL
-
i� SUBDIVISION OF THE
STATE OF NORTH CAROLINA
<� D.B. 13076, PG. 941
jN/F
PEARCE
v%Lr
L193 rn
CONSERVATION J
EASEMENTS
67.72 ACRES±
8Y COMPUTER I `
Ilk
CM
ax L189 L190rdR�0 , 1
NEW 20' ACCESS Do
EASEMENT F -� % - SEAL
0.61 ACRES± \. < L-4194
BY COMPUTER
L 182 I JEFFREYS O
y `
D.B. 8052, PG. 460 i�y'�SUR�1� ••• �
o •�
L262
FROM L257 THROUGH L262 �!•
NEW 20' ACCESS EASEMENT
--FOLLOWS AN EXISTING SOIL
L261
PATH Y
1
THORPE
c
� L259 ( D.B. 12796, PG. 321
L25 L �_
257 _ � — RAW
L260 EIP —'- — R/W
EI rj ...'n�st"iE13P1�
N C•S•RC D c
I4 / OLD
alb ceo R/W -
S-158-10

BKBM201OPGO0733
STATE Of NORTH CAROLINA
COUNTY Of WAKE
Filed for registration at M. 2010 in the Register of Deeds
Office. Recorded in M.B.&A , PG.
Register of Deeds
WAKE COUNTY, HC 309
LAURA N RIDDICK
REGISTER OF DEEDS
PRESENTED & RECORDED ON
0810212010 AT 13:13:45
BOOK:BH2010 PAGE:00733
By
BAKER
D.B. 2601, PG. 460
FROM EIP 2Q TO EIP 03
PROPERTY LINE FOLLOWS
THE CENTERLINE OF
EXISTING CREEK. EXISTING
CREEK IS AN UNNAMED—
TR18UTARY OF THE LITTLE L242
RIVER BASIN. L241
NEW 20' ACCESS L239 L240
EASEMENT A L238
0.20 ACRES± L237
BY COMPUTER i ') 1�a
L235
L17 �^
L15 91
L 14 L 1\/'
L12 L13 --` -�
L11
L10
L9 ,-
L8
L7
L6 ��
----
CONSERVATION L5
EASEMENT 1
\ 1.13 ACRES± J
BY COMPUTER
L3
L2 - -
I I
CC/EIP
O
FROM EIP 3Q TO EIP @
CREEK MEANDERS ALONG
PROPERTY LINE. EXISTING
CREEK IS AN UNNAMED
TRIBUTARY OF THE LITTLE
RIVER BASIN.
L72
�EIP
L71 J—
L70 , _
L69
L68
L67
L66
L65
L64�
L63
L62
L61
L247
L246 -�
L245
\�
L43 �
L42
L41
L40
L38
L37
CONSERVATION
EASEMENT 2 -
7.95 ACRES±
BY COMPUTER
WAKE COUNTY
D.B. 4439, PG. 469
L252 �e
L251
EIP EIP
Q EIP \ 7�
L250
PERRY HEIRS � EIP
D.B. 6745,
PG. 407 �(
p9
L8
L91
CONSERVATION
O EIP or EASEMENT 4 -
°y� 2.20 ACRES±
(� BY COMPUTER
L75
NEW 20' ACCESS
EASEMENT C
© E IPA0.51 ACRES±
BY COMPUTER
NEW 20' ACCESS
EASEMENT B
0.05 ACRES±
BY COMPUTER
CONSERVATION
EASEMENT
lI�
2.81 ACRES±
BM 2006, PG. 2147
BY COMPUTER
WAKE COUNTY, A POLITICAL
SUBDIVISION OF THE
STATE OF NORTH CAROLINA
D.B. 13075, PG. 941
ZONINGS R•40W
��� L228
L86 ---,
14 EIP
hl
L90
NEW 20' ACCESS
EASEMENT D
0.07 ACRES±
BY COMPUTER
•%�N CAR�'�•,,
SEAL =
L-4194 =
%v`<'9�•� S R��1oQ'Q���
�NA'F <Voo�1
LEGEND:
EIS -
Existing Iron Stake
Flush with Ground
EIP -
Existing Iron Pipe
NMC -
Non Monumented Corner
ECM -
Existing Concrete Monument
R/W -
Right -Of -Way
UP -
Utility Pole
EOP -
Edge Of Pavement
N/F -
Now or Formerly
ECRM -
Existing Concrete R/W Monument
EPK -
Existing PK Nail
PKS -
PK Nail Set
IPS -
iron Pipe Set (i" O.D.)
ERRS -
Existing Railroad Spike
CC -
Control Corner
D.B. -
Deed Book
PG. -
Page
NCDOT -
North Carolina Department
of Transportation
iSS -
Iron Stake Set, No. 5 ReBor
NCSR -
North Carolina Secondary Road
HWY -
High way
RCP -
Reinforced Concrete Pipe
BRG. -
Bearing
FEMA -
Federal Emergency
Management Agency
CL -
Center Line
PPS -
Pump Pipe Set
4" O.D. Galvanized
O -
Non Monumented Corner
Unless Otherwise Noted
Iron Stake Set
• -
No 5 Rebor
Flush with Ground
E/B -
Easement Boundary
CC -
Control Corner
Conservation Easement Line
— - —
Center Line of Road
— —
Adjoiner Line
— — —
Tie Down Line
- II = {
Existing Jurisdictional Wetland
Existing Open Water Pond
S
Existing Jurisdictional Stream
11 ���'�� ���
New 20' Access Easement
SHEET 3 OF 3
�'� LS3 ��ti CS1 vho
CONSERVATION EASEMENT
S53'26'02 "E FOR
24, 49'
_ ;Cc El(TIE DOWN) CITY OF RALEIGH
579' 47' 06>;W — -- — �-
UMBRELLA MITIGATION BANK
12g0 37 I (PROCTOR FARM MITIGATION BANK SITE)
- _ MARKS CREEK TOWNSHIP WAKE COUNTY NORTH CAROLINA
2i 200 100 0 200 400 600
BM 2006, PG. 2147
PROCTOR 1 GRAPHIC SCALE 1 " = 200'
D.B. 11972, PG 2267
S-158-10
a

TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
5410 Trinity Road P 919.866.4951
Suite 102 F 919.859.5663
Raleigh, NC 27607 www.timmons.com
MEMORANDUM
TO: Mr. Edward Buchan, Senior Utilities Analyst
City of Raleigh Public Utilities Department
FROM: Becky L. Ward, PE Stormwater Group Leader
DATE: August 27, 2019
RE: Proctor Farm on site meeting to review planned improvements adjacent to the City of
Raleigh mitigation site stream and wetlands.
Background
The Proctor Farm site is one of several sites included in an umbrella stream and wetland
mitigation bank sponsored by the City of Raleigh. It is located approximately 4 miles west of
Zebulon in eastern Wake County, south of Riley Hill Road and north of Doc Proctor Road. The
site falls within the Neuse River Basin in 14-digit USGS Cataloging Unit 03020201180020. The
Proctor Farm Mitigation Bank Site boundary map was recorded in 2010 in Wake County M.B.
2010, PG 732 and consists of stream and wetland preservation.
Proctor Farm Meeting
Wake County Facilities Design and Construction is planning to develop the existing property into
a County Park for Equestrian use and through this construct a series of equestrian trails. A
meeting was held to discuss the proposed equestrian park compliance by Wake County with
mitigation bank stream and wetlands held by the City of Raleigh on August 15, 2019. The
meeting was attended by:
Edward Buchan — City of Raleigh
Eric Staehle- Wake County
Chris Snow — Wake County
Deborah Fowler — Wake County
Thomas Reed - Wake County
Sandy Smith — Axiom Environmental
Becky Ward — Timmons Group
Three sites on the property were visited to discuss crossing proposed within the mitigation bank
limits. The sites included proposed replacement of an existing roadway crossing pipe on the
eastern tributary, a proposed bridge crossing over Rocky Branch, and a proposed trail on an
existing dam with pond repairs in the south west corner of the property. The locations of the
three sites are shown on the attached Overall Plan of the property. The following summarizes
the proposed work discussions and assessment of mitigation bank compliance.
CIVIL ENGINEERING I ENVIRONMENTAL I SURVEYING I GIs I LANDSCAPE ARCHITECTURE I CONSTRUCTION SERVICES

Existing Pipe Replacement
An existing pipe crosses the eastern tributary on an old farm road within the mitigation bank
boundary. Sandy Smith with Axiom Environmental present during the site visit informed us that
he has documentation of the existence of a metal pipes at this location in his field notes
collected during the development of the site mitigation plan. Therefore, it is assumed that the
original metal pipe was replaced by the farmer sometime after the bank was established in 2010
since currently a larger plastic pipe is located at the roadway crossing. The original metal pipe
also was observed at the edge woods adjacent to the existing farm road. The existing farm road
and crossing will be utilized as part of the proposed equestrian trails. The existing roadway is
currently wide enough for vehicular passage however, the proposed equestrian trail will be can
be narrower for horses. The replacement pipe and headwalls will be reconstructed within the
footprint of the existing pipe so that no impact of the mitigation bank stream length will occur.
This will be accomplished by installing a shorter pipe length with headwalls installed at each
end.
Crossing of Rocky Branch
Three potential crossings of Rocky Branch were reviewed. The locations are shown on Exhibit A
attached. This exhibit shows the existing location of the mitigation bank wetlands as a dashed
black line. A re -delineation of the current wetlands, red dashed line, performed by Axiom
Environmental in 2019 was overlaid on the map. Three potential crossing locations are
represented with black dots on the exhibit. The crossing structure will be a bridge designed to
span the stream with concrete abutments on either end. To be in compliance with the mitigation
bank description no impacts can occur within the mitigation bank boundary that will require a
USA Corps of Engineers permit. Therefore, concrete abutments cannot be placed within the
mitigation bank wetland boundaries or within the ordinary high-water mark of the stream. The
three locations were selected so that proposed bridge abutments can be placed outside of
wetland mitigation bank limits. Possible impacts within new wetland areas not included in the
mitigation bank may occur but are permittable. The approaches to the proposed bridge will be
made with boardwalks. The USA COE does not count boardwalk posts as impacts they are
allowable. Therefore, the three locations comply with mitigation bank requirements.
Existing Pond Improvements
The principal riser structure for the existing pond is not currently intact and therefore the flow
from the outlet barrel structure is limited. During rain events the principal flow is through the
emergency spillway located at the northwest corner of the pond. The planned dam repair work
for the pond includes the reconstruction of the riser structure in the pond and improvement of
the barrel pipe function through debris removal. It is understood that the mitigation bank stream
begins at the outlet of the barrel pipe from the pond. Future improvements on the downstream
side of the dam will be limited so that no encroachment is made on the existing stream.
Additional improvements will include cleaning up of the dam embankment vegetation and
possible improvements to the emergency spillway function. The proposed equestrian trail will
cross over the top of the existing pond dam embankment. The work proposed for the existing
pond and dam is repair work and therefore complies with mitigation bank requirements.

0
1 ter/
co
............�\ jp7 gJF
. f 1 f
V
rr
i
reuu /
]. 19
i
// ! J������\✓_ j/Jj ���i ,y� ��� ��\ill % �����
,to
M,
A trail is being
planned for over the
top of the existing
spillway. The dam is
being evaluated for
repairs.
a
New Crossing
proposed. Will be, a
combination
boardwalk and bridc
to be in compliance
with the mitigatiori
site requirements of
not requiring a U A
COE permit. See
attached map
showing a closer
view.
\ �ti
U
Existing'-pioe
crossing. No
exclusion called out in
the stream mitigation
plan that shows this
existing pipe. Project
would like to replace
the pipe. The impacts
to the stream would
be limited to the
existing pipe length
so that no USA COE
permits are required.
1200
(:::LH
®DESIGN
CLH Design, PA
400 Regency Forest Dr.
Suite 120
Cory, NC 27578
Phone: [phone]
Fox: 9 79,319.7516
LA: C-106 PE: C-1595
PRELIMINARY
NOT FOR
CONSTRUCTION
�Ln
aLn
N O
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Q
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L O
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cl:� a
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0
0
0
0
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0
0
0
0
0
cn
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0
c
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DRAFTED BY: ST, TO
CHECKED BY: ZRF, TO
DATE: 12 MAR 2019
CLH PROJECT NO: 13 170
60% CD
OVERALL PLAN
C 0.0

Exhibit
— — --
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