20150784 Ver 1_Site Plan_20150508

NOTES:
1. TOPOGRAPHIC INFORMATION WITHIN THE POTENTIAL FUTURE BORROW AREA ` ♦ S + + + + ++ \ I�� ((I
PROPERTY HAS BEEN PROVIDED BY BEI AERIAL MAPPING, DATE OF PHOTOGRAPHY, LEGEND + +' ��',' II', , AREA B
APRIL 5, 2004. ` + + + + ` PROPERTY LINE SHOWN
2. TOPOGRAPHIC INFORMATION WITHIN THE PROPERTY LINE OF THE LANDFILL HAS ' + + ++ + + + ++ ` IS APPROXIMATE)
BEEN PROVIDED BY COOPER AERIAL SURVEYS CO., DATE OF PHOTOGRAPHY, EXISTING 2' CONTOUR / + + - N /F. CALDWELL COUNTY `
JANUARY 20, 2014. EXISTING 10' CONTOUR / 1 +, DEED BOOK NO. 1194 ` %
3. CONTOURS INSIDE VEGETATED AREAS MAY NOT MEET MAPPING STANDARDS AND
SHOULD BE FIELD CHECKED FOR RELIABILITY.
PROPOSED 10 ' CONTOUR
PROPERTY LINE
- -
I
+ PAGE NO. 1548 +
+ + + +
+ + + + +
4. ALL SURVEY CONTROL POINT DATA PROVIDED BY WRIGHT AND FIELDS LAND
100' PROPERTY LINE OFFSET
- -
`
+ + + + +
+ ++ + + ++ `
SURVEYING VIA LETTER DATED JUNE 24, 2011.
JURISDICTIONAL STREAMS
- • • • - • • •
+ + + + ++ +�
+ ++
5. JURISDICTIONAL STREAMS AND WETLANDS INFORMATION WITHIN THE LANDFILL
PREVIOUSLY DELINEATED STREAMS
-
`
+ +
PROPERTY HAS BEEN PROVIDED BY DONALDSON GARRETT AND ASSOCIATES, INC.,
SURVEY DATED SEPTEMBER 18, 2002.
LANDFILL FOOTPRINT
JURISDICTIONAL WETLANDS
iti ?ti•: { {•i:
`
+ +�,\
`` /
6. CONSERVATION EASEMENT LIMITS PROVIDED BY WRIGHT & FIELDS LAND
PREVIOUSLY DELINEATED WETLANDS
I
�.,;``
SURVEYING IN A ISURVEY NORTH CAROLINA, LLC' N EASEMENT SURVEY FOR: DELINEATED DWARF- FLOWERED HEARTLEAF © ♦ 1
REPUBLIC SERVICES OF NORTH CAROLINA, LLC' LAST REVISED ON JULY 31, 2006. \
7. THE JURISDICTIONAL DETERMINATION FOR THE STREAMS AND WETLANDS WAS
ISSUED BY THE ARMY CORPS OF ENGINEERS ON DECEMBER 23, 2004 FOR PREVIOUS \`
IMPACTS.
8. STREAMS, WETLANDS AND DWARF- FLOWERED HEARTLEAF COLONIES WERE
DELINEATED BY DIEFFENBAUCH & HRITZ, PLIED IN AUGUST 2013. THEIR FINDINGS N /F: RICHARD & ANNETTE SUDDRETH
WERE PRESENTED IN A REPORT TITLED STREAM AND WETLAND INVESTIGATION FOR DEED BOOK NO. 1321
THE POTENTIAL BORROW AREAS FOOTHILLS REGIONAL LANDFILL DATED NOVEMBER PAGE NO. 169
2013. SURVEYS OF THE DELINEATED STREAMS AND WETLANDS WERE PERFORMED
BY WRIGHT AND FIELDS LAND SURVEYING IN OCTOBER 2013. THE JURISDICTIONAL
DETERMINATION FOR THESE STREAMS AND WETLANDS WAS ISSUED BY THE ARMY
CORPS OF ENGINEERS ON MARCH 13, 2015.
AREA A 3 I PROPOE
9. AREAS OF HEXASTYLIS NAN IFLORA WERE STUDIED BY GOLDER ASSOCIATES APRIL (PROPERTY LINE SHOWN y•• ', BORRC
19 -21, 20141N ORDER TO DETERMINE ACTUAL COLONIES OF HEXASTYLIS NANIFLORA IS APPROXIMATE) AREA
THE AREAS SHOWN AS DELINEATED HEXASTYLIS NANIFLORA REPRESENT THE
FINDINGS OF THE OBSERVATIONS PERFORMED BY GOLDER.�,��V 1715
10. BOUNDARY SURVEY COMPILED BY TOMMY FIELDS, PLS 2906 -LAST REVISED AND
UPDATED AUGUST 14, 2007.
IMPACT TABLE
AREA WETLANDS STREAMS
AREA A - 105 AC TRACT 0.022 AC 188 LF
AREA B-30 AC TRACT 0.0AC 0 L ��
AREA C - 4 AC TRACT 0.053 AC 473 LF
TOTAL 0.075 AC 661 LF
°REVIOUS IMPACTS" 0.32 AC 2,180 LF
'PREVIOUS IMPACTS WERE APPROVED UNDER
USACE ACTION ID. NO. 200231111 AND NC DWQ
#02 -1816.
PREVIOUSLY DELINEATED WETLANDS W
i
EXISTING HAUL ROAD
TO BE IMPROVED
PROPOSED STREAM,
CROSSING NO. 1
-Al
PROPOSED STREAM /
CROSSING NO. 2
FUTURE
SED BASIN
- NO 4
PREVIOUSLY DELINEATED STREAMS ♦ -
BM NO
BM01
\� BM02
�� 9003
9004
1 NEW
NORTHING
799643.44
798138.26
797925.22
799607.54
800201.51
EASTING ELEV
1231999.02 142437
1231577.82 1240.37
1231613.26 1237.16
1229887.76 1173.47
1231963.00 1450.44
„��IIllllllllulllllll{��
i
DESCRIPTION
CONCRETE PANEL
CONCRETE MONUMENT
CONCRETE PANEL
CONCRETE PANEL
CONCRETE PANEL
0 400 800
GRAPHIC SCALE IN FEET
PROPOSED PROJECT SITE PLAN
FOOTHILLS REGIONAL LANDFILL
FOR
REPUBLIC SERVICES OF NORTH CAROLINA, LLC
(OPERATOR)
CALDWELL COUNTY BOARD OF COMMISSIONERS
(OWNER)
Repablw Services, Ina (2015)
REPUBLIC (478) 743 -7175
SERVICES [phone](FAX)
PROJ. NO.
SCALE
DATE
1
o `
HODGES, HARBIN,
NEWBERRY &TRIBBLE, INC.
3920 ARKWRIGHT RD.
Consl ld(ng Engineers SUITE 101
N.C.Co,p Lt.nse #C -0813 MACON, GEORGIA 31210
6703 - 547 -01 IDWG. FH -BA IMPACT DWGI EDIT 5 -1 -15
1' =aoo'
MAY FIGURE 1
2015

REFERENCE NOTES:
1. TOPOGRAPHIC INFORMATION PROVIDED BY BEI AERIAL MAPPING, DATE
OF PHOTOGRAPHY, APRIL 5, 2004.
2. SURVEYS OF THE DELINEATED STREAMS AND WETLANDS WERE -��
PERFORMED AND PROVIDED BY WRIGHT AND FIELDS LAND SURVEYING IN\ \\
OCTOBER 2013.
3. THE AREAS SHOWN AS OBSERVED DWARF- FLOWERED HEARTLEAF
REPRESENT THE FINDINGS OF THE OBSERVATIONS PERFORMED BY \
GOLDER.
380
1370 PROPOSED RETAINING \, PROPOSED CONCRETE \\ \
WALL OR 1 H:1 V ARMORED
� -- -- � DROP INLET �
SLOPE (TYP.)_
1360 PROPOSED 20' WIDE
ACCESS ROAD \
1350 \\ tOo
1310 \ by
1340 / >
—� — X1300
� PROPOSED 24" DIA. 1290 • \\ �\ � \\
REINFORCED CONCRETE PIPE STREAM\IMPACT - 145 LF
/o
\ 121 LF @ 24.8 SLOPE - \
LIMITS OF EISTURBANCE
\PROPOSED CONCRETE + + + + + + + + + + + \ \ \\ wp \ \
_HEADWALL ELEV. 1276.00 + ... + + +
+ + + + + + LOCATION OF OBSERVED
JURISDICTIONAL + + + + + + + DWARF- FLOWERED
STREAM 6 + + + + + + + + + + HEARTLEAF (TYP.)
_ + + + + + + +
STREAM CROSSING NO. 1 - PLAN VIEW
FOOTHILLS LANDFILL 50 25 0 50
DATE: 3 -31 -15 GRAPHIC SCALE IN FEET

REFERENCE NOTES:
1. TOPOGRAPHIC INFORMATION PROVIDED BY BEI AERIAL MAPPING, DATE
OF PHOTOGRAPHY, APRIL 5, 2004.
2. SURVEYS OF THE DELINEATED STREAMS AND WETLANDS WERE
PERFORMED AND PROVIDED BY WRIGHT AND FIELDS LAND SURVEYING IN
OCTOBER 2013. i
3. THE AREAS SHOWN AS OBSERVED DWARF- FLOWERED HEARTLEAF
REPRESENT THE FINDINGS OF THE OBSERVATIONS PERFORMED BY \ • \
GOLDER.
137
136
0
_ 1350
\\ - • \\ \ \ I \ U
STREAM\IMPAICT = 145 LF \
+ + + + LIMITS OF DISTURBANCE
-- + + + + + + LOCATION OF OBSERVED
JURISDICTIONAL + + + + + + + DWARF- FLOWERED
STREAM 6 + + + ... + + + + + + HEARTLEAF (TYP.)
STREAM CROSSING NO. 1 - PLAN VIEW
FOOTHILLS LANDFILL 50 25 0 50
DATE: 3 -31 -15 GRAPHIC SCALE IN FEET

NOTE: CROSSING NO. 1 WIILL IMPACT 145 LF OF STREAM
PROPOSED CONCRETE
DROP INLET
STRUCTURAL FILL
PROPOSED 24" DIA. -_
REINFORCED CONCRETE PIPE
EXISTING GRADE
PROPOSED CONCRETE
HEADWALL ELEV. 1276.00
STREAM CROSSING NO. 1 - CROSS SECTION
FOOTHILLS LANDFILL 20 10 0 20
DATE: 3 -31 -15 GRAPHIC SCALE IN FEET

REFERENCE NOTES:
1. TOPOGRAPHIC INFORMATION PROVIDED BY COOPER AERIAL SURVEYS,
CO., DATE OF PHOTOGRAPHY, JANUARY 20, 2014. SUPPLEMENTED WITH
TOPOGRAPHIC INFORMATION PROVIDED BY BEI AERIAL MAPPING, DATE
OF PHOTOGRAPHY, APRIL 5, 2004.
2. SURVEYS OF THE JURISDICTIONAL STREAMS AND WETLANDS WERE
PERFORMED AND PROVIDED BY WRIGHT AND FIELDS LAND SURVEYING IN
OCTOBER 2013.
0
JURISDICTIONAL
STREAM 6
� Wr
PROPOSED CONCRETE
HEADWALL ELEV. 1200.00
WETLAND IMPACT = 0.022 AC
STREAM IMPACT = 43 LF
� III
X
I
PROPOSED 20' WIDE
ACCESS ROAD
LIMITS OF DISTURBANCE I
PREVIOUSLY
DELINEATED STREAM
(NO IMPACT PROPOSED)
PROPOSED 48" DIA.
11\
\ REINFORCED CONCRETE PIPE \ \ N
89 LF @ 6.74% SLOPE o
\\ PROPOSED CONCRETE
HEADWALL ELEV. 1194.00 `, A
\\
i
0 o
I
STREAM CROSSING NO. 2 - PLAN VIEW
FOOTHILLS LANDFILL
DATE: 4 -3 -15
50 25 0 50
GRAPHIC SCALE IN FEET

REFERENCE NOTES:
1. TOPOGRAPHIC INFORMATION PROVIDED BY COOPER AERIAL SURVEYS,
CO., DATE OF PHOTOGRAPHY, JANUARY 20, 2014. SUPPLEMENTED WITH
TOPOGRAPHIC INFORMATION PROVIDED BY BEI AERIAL MAPPING, DATE
OF PHOTOGRAPHY, APRIL 5, 2004.
2. SURVEYS OF THE JURISDICTIONAL STREAMS AND WETLANDS WERE
PERFORMED AND PROVIDED BY WRIGHT AND FIELDS LAND SURVEYING IN C
OCTOBER 2013.
\ �\� JURISDICTIONAL
STREAM 6
�A A
i
LIMITS OF DISTURBANCE
\\ `\ PREVIOUSLY
` \ \ DELINEATED STREAM
(NO IMPACT PROPOSED)
WETLAND IMPACT = 0.022 AC �\ /
STREAM IMPACT - 43 LF
CID
o
STREAM CROSSING NO. 2 - PLAN VIEW
FOOTHILLS LANDFILL
50 25 0 50
DATE: 4 -3 -15 GRAPHIC SCALE IN FEET

NOTE: CROSSING NO. 2 WILL IMPACT 43 LF OF STREAM
I I \VI % --- ✓ I�VI N\ll XL I L
HEADWALL ELEV. 1200.00
_0
PROPOSED 20' WIDE
ACCESS ROAD
PROPOSED 48" DIA /
REINFORCED CONCRETE PIPE
PROPOSED CONCRETE
HEADWALL ELEV. 1194.00
STREAM CROSSING NO. 2 - CROSS SECTION
FOOTHILLS LANDFILL
DATE: 3 -31 -15
)RAL FILL
10 5 0 10
GRAPHIC SCALE IN FEET

REFERENCE NOTES:
1. TOPOGRAPHIC INFORMATION PROVIDED BY COOPER AERIAL SURVEYS,
CO., DATE OF PHOTOGRAPHY, JANUARY 20, 2014.
2. SURVEYS OF THE JURISDICTIONAL STREAMS AND WETLANDS WERE
PERFORMED AND PROVIDED BY WRIGHT AND FIELDS LAND SURVEYING IN
OCTOBER 2013.
DATE: 4 -3 -15
' 1
7
PACT = 0.053 AC \
STREAM IMPACT 473\ F�
PROPOSED BASIN
OVERFLOW STRUCTURE
0� STORMWATER PIPE
O � W
\ \1210
\ 122p EXISTING LANDFILL 12
ENTRANCE ROAD
� r F
BASIN NO. 5 IMPACTS - PLAN VIEW
FOOTHILLS LANDFILL
60 30 0 60
GRAPHIC SCALE IN FEET

/ter - - \•� -- i . _. i" �;':�'./ - l "i ,> . - [ l !• •.. MfOZI i7 i-Q)ii. •; -
r i
l
rl^ - -� r --�\ . �\ _ f � i a � � +' j�' - is `� - r i_ _ .\•. _ %f . -'•i'r i - -- `•I' -
7,
� POTENTIAL BORROW AREA
assy,l PROPERTY BOUNDARY `4
^A- ' - Iii � _ � - •i' /,
r4o0 FIR - - -_ - �; "`.• 'i `,
HjRf RD .1
� I' � •TOO' (,! f I z
/ Imo, r. .. I _ -- - — - %• +C'`- -_
LANDFILL a�agf` o�
Ahfi�gdon PROPERTY BOUNDARY,
•
•���.;� - � , q- `, [ " -, `•, �_ '�` ;tip (_ 2 p�s�Q `
4b r.
- .iCO -�_ 'i _•MWiETZFR
T Rti 'Rq A51NG TO
QN-
- - � � `-�; � i Q� � -- 1200 ,- _ -- `` _. '� -' p•� i'
f I 7' r �, \+ �" r /r • V '2�', �T"- -� I 171 R D R
LY, - ! Lenoir Quadrangle 2013
r
Figure 5 Potential Borrow Area
Foothills Regional Landfill
2,000 1,000 0 2,000 - HODGES, HARBIN,
Caldwell County, North Carolina NEWBERRY & TRIBBLE, INC.
GRAPHIC SCALE IN FEET Date: 4/6/2015 Consulting Engrnee"

1200•
.�
L
1 !rte �+ -� *i'f I r ' - �• � 1 .." � `
•M1y ��.�� �// f�Jf- I .'I!I M (71
FGrl \ \` Hood .l ,
if
fif ! ,gyp V I 'R
*'�=`� \i prr -��r .. ld� 1.. �j ,f�• .111
I op
1( �
�
1315 9
r _
t
4
•� I I �
USGS TOPOGRAPHIC MAP
..� �r 1` made for
HODGES, HARBIN, NEWBERRY, &
TRIBBLE, INC.
POTENTIAL BORROW AREAS -
/ FOOTHILLS REGIONAL LANDFILL
Caldwell County, North Carolina
Reference: USGS 7.5 Minute Senes Lenoir Quad, NC 1994 N
prepared by
0 1,000 2,000 t_ _ Limits of Investigation DIEFFENBAUCH & HRITZ, PLLC.
Feet 543 Keisler Drive, Suite 104 Cary, NC 27518
Phone: [phone] Fax: [phone]

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♦ ♦ 46 Fes. ' Z J uj
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LU
0-0
\ < \ INS _
� 1
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owl
11
I �
Legend ,\
Limits of Investigation LU
Q
0 225 450
. Feet
• t NOTE: AERIAL IMAGERY OBTAINED FROM 1
Fl NC ONEMAP GEOSPATIAL PORTAL
�� (DATUM NAD 83) Drawing NO.