20141127 Ver 1_As Built Report_2017_20170801

CERTIFICATE OF ACCURACY OF MAPPING
I, DAVID K. ALLEY, CERTIFY THAT THIS PROJECT WAS COMPLETED
UNDER MY DIRECT AND RESPONSIBLE CHARGE FROM AN ACTUAL
SURVEY MADE UNDER MY SUPERVISION; THAT THIS TOPOGRAPHIC
SURVEY WAS PERFORMED AT THE 95 PERCENT CONFIDENCE LEVEL
TO MEET THE FEDERAL GEOGRAPHIC DATA COMMITTEE STANDARDS;
THAT THIS SURVEY WAS PERFORMED TO MEET THE REQUIREMENTS
FOR A TOPOGRAPHIC/PLANIMETRIC SURVEY TO THE ACCURACY OF
CLASS AA AND VERTICAL ACCURACY WHEN APPLICABLE TO THE CLASS
A STANDARD, AND THAT THE ORIGINAL DATA WAS OBTAINED ON
FEBRUARY 19 2015; THAT THE SURVEY WAS COMPLETED ON
FEBRUARY 20, 2015; AND ALL COORDIANTES ARE BASED ON NCGS
VRS-NETWORK NAD83-(2011) AND ALL ELEVATIONS AREA BASED ON
NCGS VRS-NETWORK NAVD 88 AND THAT THIS MAP WAS PREPARED
IN ACCORDANCE WITH THE STANDARDS AND PRACTICE FOR LAND
SURVEYING AS OUTLINED BY THE NC ADMINISTRATION CODE TITLE
21, CHAPTER 56.
WITNESS MY HAND D OFFIC SEALTHI 10 DAY OF AUGUST
2017. Wcsrci #�
VICINITY MAP NOT TO SCALE L -44x2 CAW
;�
LICENSE NO. -- PROFES ONAL D YOR s •.'�y
•� �y►• 'T
:'C SEAL r:
�.•9s
49
NOTES:t�/It����
1. RAW ERROR OF CLOSURE 1:10,000+, MISCLOSURE WAS
DISTRIBUTED BY COMPASS RULE.
2. AREA DETERMINED BY COORDINATE COMPUTATIONS.
3. DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES
UNLESS NOTED OTHERWISE.
4. CONTOUR INTERVAL = 1 FOOT
5. THE HORIZONTAL (NAD 83/2011) AND VERTICAL (NAVD 88) DATUM WAS ESTABLISHED
BY OTHERS. SEE REFERENCE'S SHOWN HEREON.
6. THIS SURVEY IS SUBJECT TO ANY AND ALL FACTS THAT MY
BE DISCLOSED BY A FULL TITLE SEARCH, WHICH HAS NOT
BEEN FURNISHED TO SURVEYOR AS OF THIS DATE.
7. THE EXISTING CONTOURS SHOWN HEREON IN COLOR WERE PROVIDED BY OTHERS
AND ARE SUBJECT TO THE ACCURACY THEREOF.
8. THE FIELD WORK WAS PERFORMED FROM JULY 17-18, 2017.
REFERENCES: PROJECT CONTROL
1. PLAT ENTITLED "FINAL PLAT MUDLICK CREEK (EEP 939485, SPO 19 -BD) ADDITIONAL CP #4 (NAD83/NAVD 88)
ACREAGE TO NCDOT PROJECT U-2524WM, PROPERTY OF GRAYSON C. THOMAS HEIRS" NORTHING-751,377.7236
FASTING-1,870,842.0187
RECORDED NOVEMBER 13, 2015 IN PLAT SLIDE 2015-265 & 266, CHATHAM COUNTY
REGISTRY. ELEVATION -587.54'
2. PLAT ENTITLED "CONSERVATION PROJECT U-2524WM THOMAS TRACT" RECORDED
DECEMBER 2, 2004 IN PLAT SLIDE 2004-393 & 394, CHATHAM COUNTY REGISTRY.
3. ALL DEEDS AND MAPS SHOWN HEREON.
PROJECT CONTROL
NCDOT "THOMAS 1- (NAD83/NAVD 88)
NORTHING -751,100.7723'
EASTING-1,869,878.4481'
ELEVATION -610.85'
VAN
AA T11I F
LEGEND
EXISTING IRON PIN O EIP -
EXISTING REBAR O EIR
NO POINT SET • NPS
IRON REBAR SET • IRS
CABLE PEDESTAL nc
TELEPHONE MANHOLE CT)
TELEPHONE PEDESTAL T
FLOOD LIGHT
GUY WIRE m
LIGHT POLE
ELECTRIC MANHOLE QE \\
ELECTRIC METER Q \
ELECTRIC TRANSFORMER ® \
UTILITY POLE 1� \
BOLLARD o �,\d'y
GAS METER
GAS VALVE ®GV y���a��
SEWER CLEAN OUT O \
SEWER MANHOLE QS
WOMEN rmL�,
SIGN
CATCH BASIN ❑ CBS---�€
CURB INLET MCI \
DROP \ YARD INLET Q DI / YI
FLARED END SECTION 31e.00
...... . \.
STORM MANHOLE
HANDICAP 3Il¢ (`� 3».? °Q °
MUD LICK CREEK Ate» ,� 00
FIRE HYDRANT
WATER MANHOLE ® o \ ✓ +p' , -
WATER METER ��__=` {•
WATER VALVE ® WV
0
WELL US -V
MANHOLE Q MH $. 0,0 °I
PRESSURE INDICATOR VALVE ® PIV � �F
TREE,
RIGHT-OF-WAY R/W \4&
PROPERTY LINE P/L
PARCEL IDENTIFICATION NO. P.I.N.
CONCRETE MONUMENT CM
CHORD CH
SIGHT EASEMENT SE SHf� j',1 j,L'j 7T 2
DEED BOOK DB
PLAT BOOK PB
CURB AND GUTTER C&G
REINFORCED CONC PIPE RCP
CORRUGATED METAL PIPE CMP
CORRUGATED PLASTIC PIPE CPP
BOUNDARY LINE
RIGHT-OF-WAY LINE - --
UNSURVEYED PROPERTY LINE
CONSERVATION EASEMENT — CE CE AA
FENCE (WIRE) LINE x —x —x
F
aAraax J¢�mainfele
TAx Pw Q7AP 1',1�41{.OW
—SHEET 5
i SHEET 4—
� E� E
v, r
ENCE (WOOD) LINE
x— x— x
_71— SHEET 6-- ---
SHEET S
BANKFULL
..... ..... —
'THOMAS 2-
NCDOT THOMAS 2*(NAD83/NAVD 88)
cT
v _
NORTHING -750,346.4685 -
� y�
$ 17111x'
EASTING-1,870,442.8109'
yr
EP
ELEVATION -600.80'
EDGE OF PAVEMENT
r
c
\%
GRADING LIMITS
---------------
%
CRUTCHMID
CROSSROADS
—❑NU—aHU ------- DW—
CH
TIE LINE
„yam 109+00cc
M• /
Cz
OHARUE COOPER pD
N c sm R
MINOR CONTOUR LINE
._...... .. .......
YamIM RDD h 4'� ` 2\ s i
�mm\ C
° 1
WETLAND ZONE LINE
ORADY SLER
CONSTRUCTED RIFFLE
LOG VANE
9000aft
os
a
qr
CERTIFICATE OF ACCURACY OF MAPPING
I, DAVID K. ALLEY, CERTIFY THAT THIS PROJECT WAS COMPLETED
UNDER MY DIRECT AND RESPONSIBLE CHARGE FROM AN ACTUAL
SURVEY MADE UNDER MY SUPERVISION; THAT THIS TOPOGRAPHIC
SURVEY WAS PERFORMED AT THE 95 PERCENT CONFIDENCE LEVEL
TO MEET THE FEDERAL GEOGRAPHIC DATA COMMITTEE STANDARDS;
THAT THIS SURVEY WAS PERFORMED TO MEET THE REQUIREMENTS
FOR A TOPOGRAPHIC/PLANIMETRIC SURVEY TO THE ACCURACY OF
CLASS AA AND VERTICAL ACCURACY WHEN APPLICABLE TO THE CLASS
A STANDARD, AND THAT THE ORIGINAL DATA WAS OBTAINED ON
FEBRUARY 19 2015; THAT THE SURVEY WAS COMPLETED ON
FEBRUARY 20, 2015; AND ALL COORDIANTES ARE BASED ON NCGS
VRS-NETWORK NAD83-(2011) AND ALL ELEVATIONS AREA BASED ON
NCGS VRS-NETWORK NAVD 88 AND THAT THIS MAP WAS PREPARED
IN ACCORDANCE WITH THE STANDARDS AND PRACTICE FOR LAND
SURVEYING AS OUTLINED BY THE NC ADMINISTRATION CODE TITLE
21, CHAPTER 56.
WITNESS MY HAND D OFFIC SEALTHI 10 DAY OF AUGUST
2017. Wcsrci #�
VICINITY MAP NOT TO SCALE L -44x2 CAW
;�
LICENSE NO. -- PROFES ONAL D YOR s •.'�y
•� �y►• 'T
:'C SEAL r:
�.•9s
49
NOTES:t�/It����
1. RAW ERROR OF CLOSURE 1:10,000+, MISCLOSURE WAS
DISTRIBUTED BY COMPASS RULE.
2. AREA DETERMINED BY COORDINATE COMPUTATIONS.
3. DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES
UNLESS NOTED OTHERWISE.
4. CONTOUR INTERVAL = 1 FOOT
5. THE HORIZONTAL (NAD 83/2011) AND VERTICAL (NAVD 88) DATUM WAS ESTABLISHED
BY OTHERS. SEE REFERENCE'S SHOWN HEREON.
6. THIS SURVEY IS SUBJECT TO ANY AND ALL FACTS THAT MY
BE DISCLOSED BY A FULL TITLE SEARCH, WHICH HAS NOT
BEEN FURNISHED TO SURVEYOR AS OF THIS DATE.
7. THE EXISTING CONTOURS SHOWN HEREON IN COLOR WERE PROVIDED BY OTHERS
AND ARE SUBJECT TO THE ACCURACY THEREOF.
8. THE FIELD WORK WAS PERFORMED FROM JULY 17-18, 2017.
REFERENCES: PROJECT CONTROL
1. PLAT ENTITLED "FINAL PLAT MUDLICK CREEK (EEP 939485, SPO 19 -BD) ADDITIONAL CP #4 (NAD83/NAVD 88)
ACREAGE TO NCDOT PROJECT U-2524WM, PROPERTY OF GRAYSON C. THOMAS HEIRS" NORTHING-751,377.7236
FASTING-1,870,842.0187
RECORDED NOVEMBER 13, 2015 IN PLAT SLIDE 2015-265 & 266, CHATHAM COUNTY
REGISTRY. ELEVATION -587.54'
2. PLAT ENTITLED "CONSERVATION PROJECT U-2524WM THOMAS TRACT" RECORDED
DECEMBER 2, 2004 IN PLAT SLIDE 2004-393 & 394, CHATHAM COUNTY REGISTRY.
3. ALL DEEDS AND MAPS SHOWN HEREON.
PROJECT CONTROL
NCDOT "THOMAS 1- (NAD83/NAVD 88)
NORTHING -751,100.7723'
EASTING-1,869,878.4481'
ELEVATION -610.85'
VAN
AA T11I F
LEGEND
EXISTING IRON PIN O EIP -
EXISTING REBAR O EIR
NO POINT SET • NPS
IRON REBAR SET • IRS
CABLE PEDESTAL nc
TELEPHONE MANHOLE CT)
TELEPHONE PEDESTAL T
FLOOD LIGHT
GUY WIRE m
LIGHT POLE
ELECTRIC MANHOLE QE \\
ELECTRIC METER Q \
ELECTRIC TRANSFORMER ® \
UTILITY POLE 1� \
BOLLARD o �,\d'y
GAS METER
GAS VALVE ®GV y���a��
SEWER CLEAN OUT O \
SEWER MANHOLE QS
WOMEN rmL�,
SIGN
CATCH BASIN ❑ CBS---�€
CURB INLET MCI \
DROP \ YARD INLET Q DI / YI
FLARED END SECTION 31e.00
...... . \.
STORM MANHOLE
HANDICAP 3Il¢ (`� 3».? °Q °
MUD LICK CREEK Ate» ,� 00
FIRE HYDRANT
WATER MANHOLE ® o \ ✓ +p' , -
WATER METER ��__=` {•
WATER VALVE ® WV
0
WELL US -V
MANHOLE Q MH $. 0,0 °I
PRESSURE INDICATOR VALVE ® PIV � �F
TREE,
RIGHT-OF-WAY R/W \4&
PROPERTY LINE P/L
PARCEL IDENTIFICATION NO. P.I.N.
CONCRETE MONUMENT CM
CHORD CH
SIGHT EASEMENT SE SHf� j',1 j,L'j 7T 2
DEED BOOK DB
PLAT BOOK PB
CURB AND GUTTER C&G
REINFORCED CONC PIPE RCP
CORRUGATED METAL PIPE CMP
CORRUGATED PLASTIC PIPE CPP
BOUNDARY LINE
RIGHT-OF-WAY LINE - --
UNSURVEYED PROPERTY LINE
CONSERVATION EASEMENT — CE CE AA
FENCE (WIRE) LINE x —x —x
F
aAraax J¢�mainfele
TAx Pw Q7AP 1',1�41{.OW
—SHEET 5
i SHEET 4—
� E� E
v, r
ENCE (WOOD) LINE
x— x— x
_71— SHEET 6-- ---
SHEET S
BANKFULL
..... ..... —
'THOMAS 2-
NCDOT THOMAS 2*(NAD83/NAVD 88)
THALWEG
v _
NORTHING -750,346.4685 -
EDGE OF GRAVEL
EG
EASTING-1,870,442.8109'
EP
ELEVATION -600.80'
EDGE OF PAVEMENT
r
c
\%
GRADING LIMITS
---------------
%
OVERHEAD UTILITY
—❑NU—aHU ------- DW—
CH
TIE LINE
„yam 109+00cc
M• /
Cz
MAJOR CONTOUR LINE
MINOR CONTOUR LINE
._...... .. .......
YamIM RDD h 4'� ` 2\ s i
�mm\ C
WATER LINE
WETLAND ZONE LINE
CONSTRUCTED RIFFLE
LOG VANE
9000aft
BRUSH TOE
PDF processed with CutePDF evaluation edition www.CutePDF.com
e�sep°�s
SHEET I OF 7
AS BUILT SURVEY
FOR: NORTH STATE
ENVIRONMENTAL, INC
OF. MUD LICK CREEK
STREAM RESTORATION"
OWNER:
GRAYSON C. THOMAS, HEIRS
319 AUGUSTA DRIVE
STATESVILLE, NC 28625
TAX PIN: 8775-12-3214.000
DEED BOOK JS, PAGE 143
TAX PIN: 8775-01-6345.000
DEED BOOK 411, PAGE 846
IA ACRES +/- (TOTAL)
Allied Associates, P.A.
4720 KESTER MILL ROAD PHONE [phone]
WINSTON—SALEM, N.C. 27103
GRAPHIC SCALE www.alliedapa.com NC LICENSE #C-2198
0 50 100 200 400
SCALE TOWNSHIP COUNTY STATE DATE
1 " = 100' ALBRIGHT CHATHAM NORTH CAROLINA 08/01/17
( IN FEET ) SURVEYED: MAPPED: JOB NO. MAP NO. TDS
ft.
1 inch = 100 PJ TR DA PA170611 MLC.dw9 MLC
© AlUed Assoc., P.A. 2017
a� — —--
_71— SHEET 6-- ---
SHEET S
----
PROJECT CONTROL
CP #6 (NAD83/NAVD 88)
} /
NORTHING -751,064.1633
--�,
MOL
GSHEET
CATE
r
c
\%
m
0
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%
iia 10 r. �;_ EASTD
CH
„yam 109+00cc
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aura a mous leis
TAX Pik pl7�L-0-�OIS000
a
SHEET I OF 7
AS BUILT SURVEY
FOR: NORTH STATE
ENVIRONMENTAL, INC
OF. MUD LICK CREEK
STREAM RESTORATION"
OWNER:
GRAYSON C. THOMAS, HEIRS
319 AUGUSTA DRIVE
STATESVILLE, NC 28625
TAX PIN: 8775-12-3214.000
DEED BOOK JS, PAGE 143
TAX PIN: 8775-01-6345.000
DEED BOOK 411, PAGE 846
IA ACRES +/- (TOTAL)
Allied Associates, P.A.
4720 KESTER MILL ROAD PHONE [phone]
WINSTON—SALEM, N.C. 27103
GRAPHIC SCALE www.alliedapa.com NC LICENSE #C-2198
0 50 100 200 400
SCALE TOWNSHIP COUNTY STATE DATE
1 " = 100' ALBRIGHT CHATHAM NORTH CAROLINA 08/01/17
( IN FEET ) SURVEYED: MAPPED: JOB NO. MAP NO. TDS
ft.
1 inch = 100 PJ TR DA PA170611 MLC.dw9 MLC
© AlUed Assoc., P.A. 2017
1 /
�
PROJECT CONTROL
CP #6 (NAD83/NAVD 88)
} /
NORTHING -751,064.1633
/
EASTING-1,871,667.0262'
ELEVATION -602.61'
I�
100
SHEET I OF 7
AS BUILT SURVEY
FOR: NORTH STATE
ENVIRONMENTAL, INC
OF. MUD LICK CREEK
STREAM RESTORATION"
OWNER:
GRAYSON C. THOMAS, HEIRS
319 AUGUSTA DRIVE
STATESVILLE, NC 28625
TAX PIN: 8775-12-3214.000
DEED BOOK JS, PAGE 143
TAX PIN: 8775-01-6345.000
DEED BOOK 411, PAGE 846
IA ACRES +/- (TOTAL)
Allied Associates, P.A.
4720 KESTER MILL ROAD PHONE [phone]
WINSTON—SALEM, N.C. 27103
GRAPHIC SCALE www.alliedapa.com NC LICENSE #C-2198
0 50 100 200 400
SCALE TOWNSHIP COUNTY STATE DATE
1 " = 100' ALBRIGHT CHATHAM NORTH CAROLINA 08/01/17
( IN FEET ) SURVEYED: MAPPED: JOB NO. MAP NO. TDS
ft.
1 inch = 100 PJ TR DA PA170611 MLC.dw9 MLC
© AlUed Assoc., P.A. 2017

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pe 1car River ]Basin ®J®J®®®J
atham County, North Carolling
f®m
FINAL RECORD DRAWINGS
Issued June 2018
Revised 06.12.2018
Stream Origins
Stream Latitude Longihide
North Branch N 35° 48'53,73" W79
Title Sheet 0.1
Legend 0:2
Stream Overlay Overview 0.3
Sheam Overlay Plans 1.1-1.10
Planting Plan 2,1
Fencing Plan 3.1
Surveying:
Turner Land Surveying, PLLC
P.O. Owner:
Box 41023
Raleigh, NC 27629
David S. Tumer, PLS
919 875-1378
Engineering:
Wildlands Engineering, Inc
License No. F-0831
312 West Millbrook Road, Suite 225
Raleigh, NC 27609
Angola N. Allen, PE
919-851-9986
NCDEQ Division of
Mitigation Services
1652 Mai] Service Center
Raleigh, NC 27699-1652
Jeff Schaffer
919-707-8976
DEQ Contract No. D14001i
DMS ID No. 93482
SCO No.1209897-01
25'
56.95"
East Branch
N 350 48'46,31"
W 790
25'
56.17"
Mud Lick Creek
N 35° 48'50,97?)
W 790
26'07,48"
Title Sheet 0.1
Legend 0:2
Stream Overlay Overview 0.3
Sheam Overlay Plans 1.1-1.10
Planting Plan 2,1
Fencing Plan 3.1
Surveying:
Turner Land Surveying, PLLC
P.O. Owner:
Box 41023
Raleigh, NC 27629
David S. Tumer, PLS
919 875-1378
Engineering:
Wildlands Engineering, Inc
License No. F-0831
312 West Millbrook Road, Suite 225
Raleigh, NC 27609
Angola N. Allen, PE
919-851-9986
NCDEQ Division of
Mitigation Services
1652 Mai] Service Center
Raleigh, NC 27699-1652
Jeff Schaffer
919-707-8976
DEQ Contract No. D14001i
DMS ID No. 93482
SCO No.1209897-01
i�
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F fisting Wetlantls
NOTE: FEATURES IN RED INDICATE DEVIATION FROM FINAL CONSTRUCTION PLANS.
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1 As -Built Permanent Ford Crossing
N Proposed Permanent Culvert Crossing
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ENHANCEMENT REACHES, THE EXISTING CONDITIONS
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S AS OUTLINED IN THE MITIGATION PLAN. BECAUSE
OF ENHANCEMENT REACHES WERE NOT
ED DURING CONSTRUCTION, AS -BUILT ALIGNMENTS
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S AS OUTLINED IN THE MITIGATION PLAN. BECAUSE
OF ENHANCEMENT REACHES WERE NOT
ED DURING CONSTRUCTION, AS -BUILT ALIGNMENTS
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2. FOR ENHANCEMENT REACHES, THE EXISTING CONDITIONS
THALWEG WAS USED TO DEVELOP PROPOSED MITIGATION
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ALTERED DURING CONSTRUCTION, AS -BUILT ALIGNMENTS
ARE ALSO BASED ON THE EXISTING CONDITIONS SURVEY.
2. AS -BUILT BANKFULL LINES FOR ENHANCEMENT REACHES
ARE BASED ON EXISTING CONDITIONS SURVEY.
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1. FOR ENHANCEMENT REACHES, THE EXISTING CONDITIONS
THALWEG WAS USED TO DEVELOP PROPOSED MITIGATION
CREDITS AS OUTLINED IN THE MITIGATION PLAN. BECAUSE
THE ALIGNMENTS OF ENHANCEMENT REACHES WERE NOT
ALTERED DURING CONSTRUCTION, AS -BUILT ALIGNMENTS
ARE ALSO BASED ON THE EXISTING CONDITIONS SURVEY,
2. AS -BUILT BANKFULL LINES FOR ENHANCEMENT REACHES
ARE BASED ON EXISTING CONDITIONS SURVEY.
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