20120107 Ver 1_As-Built Phase 2_20140614

AS -BUILT REPORT
FOR P AND U LANDS RESTORATION SITE PHASE 2
RICHLAND TOWNSHIP
BEAUFORT COUNTY, NORTH CAROLINA
Prepared for:
PCS Phosphate Company, Inc.
Prepared by:
CZR Incorporated
Wilmington, NC
Jonathan T. Ricketts, Inc.
Palm Beach Gardens, FL
June 2014

AS -BUILT REPORT
FOR P AND U LANDS RESTORATION SITE PHASE 2
RICHLAND TOWNSHIP
BEAUFORT COUNTY, NORTH CAROLINA
Prepared for:
PCS Phosphate Company, Inc.
Prepared by:
CZR Incorporated
Wilmington, NC
Jonathan T. Ricketts, Inc.
Palm Beach Gardens, FL
June 2014

TABLE OF CONTENTS
1.0
INTRODUCTION................................................................................................... 1
2.0
AS -BUILT TOPOGRAPHY.................................................................................... 2
2.1
Contour Restoration and Implementation...........................................................2
2.2
As -Built Methods and Equipment.......................................................................2
3.0
PLANTING............................................................................................................ 3
4.0
HYDROLOGY....................................................................................................... 4
5.0
POST -PERMIT DESIGN OR CONSTRUCTION REFINEMENTS ........................4
5.1
Justification.........................................................................................................4
5.2
Description..........................................................................................................4
6.0
POST -CONSTRUCTION MONITORING.............................................................. 5
6.1
Vegetation...........................................................................................................5
6.2.
Hydrology............................................................................................................5
6.3
Fixed-point photo stations...................................................................................5
LITERATURE CITED........................................................................................................7
Cover Photo: Looking ESE from Benfewell Road; trees in far distance are along Peele
Road; trees to left are along the north boundary of project. (8.21.13)
LIST OF TABLES
Table 1 Planted species by percent for each zone
LIST OF FIGURES
Figure 1
Vicinity Map P and U Lands Phase 2
Figure 2A
P and U Lands Phase 2 Existing LiDAR Hypsometric Tint
Figure 2B
P and U Lands Phase 2 As -Built LiDAR Hypsometric Tint
Figure 3
Planting Plan P and U Lands Phase 2
Figure 4
Areas Treated with Herbicide P and U Lands Phase 2
Figure 5
Monitoring Locations P and U Lands Phase 2
Figure 6
Soils P and U Lands Phase 2
APPENDICES
A Final As -Built Plans and Drawings
B Permits, Certifications, and Nursery Certificates
C Selected Site Photographs
NOTE: Copy of entire report and As -Built plans are also included on accompanying CD.
P and U Lands Mitigation Site Phase 2 ii PCS Phosphate Company, Inc.
As -Built Report June 2014

1.0 INTRODUCTION
The +/-3,667-acre P and U Lands restoration site is part of the PCS Phosphate
Company Inc.'s (PCS) compensatory mitigation to offset unavoidable impacts to
wetlands and waters authorized under United States Army Corps of Engineers (USACE)
Action ID: 2001-10096 and North Carolina Division of Water Quality (DWQ) Water
Quality Certification (WQC) #2008-0868 version 2.0 (agency authorizations are included
in Appendix A). As described in the mitigation plan prepared for the pre -construction
notification (PCN) to the USACE (CZR 2012), the project was to be constructed in three
phases as shown on Figure 1. This as -built report concerns completion of the
reestablishment and rehabilitation activities for the 796 acres of Phase 2.
The purpose of activities at the P and U Lands Phase 2 is to successfully reestablish
approximately:
40 wetland acres of headwater forest
562 wetland acres of non-riverine swamp forest,
135 wetland acres of hardwood flat forest, and
6 acres of open water in plugged ditches (interior field and along roads).
The remaining 52 acres are comprised of existing roads, perimeter berm and ditch,
roadside plugs, and parking lots. Approximately 9,062 linear feet of jurisdictional waters
in roadside ditches (along Royal Road and the north side of Small Road) were plugged
in order to increase the hydroperiods within the adjacent planted areas.
Jonathan T. Ricketts, Inc. of Palm Beach Gardens, FL was the restoration design
engineer who worked in conjunction with PCS and CZR Incorporated (CZR),
environmental consultants of Wilmington, NC (design team). Restoration activities
began onsite on July 29, 2011, with the first application for an erosion and sediment
control permit from the NC Division of Land Resources (DLR). Phase 2 was constructed
with a total of five DLR permits for land clearing which were subsequently modified for
the construction of the interior ditch plugs and perimeter berms and ditches. Earthwork
was performed by Sawyer's Land Developing, Inc. of Belhaven, NC and supervised by
the design team.
The P and U Lands provided a new challenge for restoration since the P and U Lands
were in silviculture use. All the previous wetland sites restored by PCS were primarily
used for agriculture and contained regularly spaced ditches and crowned fields to
accelerate removal of runoff. To complete the restoration on the previous sites, the
ditches were plugged or filled and the fields leveled. The vegetation present on the
previous restoration sites was less than a year in age. While the P and U Lands also
contained ditches, the bedding common to silviculture along with post-harvest woody
debris from various aged stands of vegetation presented unique obstacles.
After timber removal, large amounts of stumps and slash remained on the site. Since
the soils were organic and susceptible to fire, the woody debris could not be burned.
Several methods were utilized to prevent or discourage the slash and stumps from
resprouting. These methods were modified several times during the Phase 1 work and
are described in the Phase 1 As -built Report (CZR 2013).
P and U Lands Mitigation Site Phase 2 1 PCS Phosphate Company, Inc.
As -Built Report June 2014

2.0 AS -BUILT TOPOGRAPHY
2.1 Contour Restoration and Implementation. The Compensatory Mitigation
Plan for the P Lands and U Lands Restoration Site (CZR 2012) contains details on the
removal of pine plantation vegetation and bedding, filling of ditches, and reestablishment
of topography close to historic elevations.
Most of the Phase 2 topography is basically flat and elevations range from 7.5
feet to 13 feet with 74 percent of the site between 8.5 to 10.5 feet. The area of Phase 2
historically drained to the north northwest into unnamed tributaries to South Creek or
Gum Swamp Run. During the time of silviculture operations, a series of ditches diverted
the drainage to the west northwest. Since the restoration required the removal of the
ditch drainage, the potential for hydrologic trespass was great. The restoration
accommodated this issue by collecting all the surface water flows near the north
property line of Phase 2 and directing them westward. This was accomplished by
constructing a bypass canal along the north property line. Water that historically flowed
to the north northwest was then directed into the bypass canal through three weirs
located adjacent to the canal. This design allowed for the restoration of the natural flows
to the north northwest but prevented the northward flowing water from trespassing on
the adjacent agricultural lands to the north.
2.2 As -Built Methods and Equipment. The as -built topographic survey was
produced as a joint effort by Matrix East Surveyors, LLC from Kinston, NC and Tuck
Mapping Solutions, Inc. from Big Stone Gap, Virginia. Matrix East provided the ten
ground control points that established the horizontal and vertical control for the survey.
On 21 April 2013, Tuck Mapping Solutions performed aerial mapping using a Bell 407
helicopter flying 1,500 feet above the site. Forward air speed was 60 knots during the
LiDAR (Light Detection and Ranging) and photo acquisition. Point density during
acquisition was 30-35 points per square meter resulting in approximately 129 million
points collected. The resultant combined imagery and 0.5 -foot LiDAR contour data
represents the ground condition as of the date of the flight.
The aerial photography was taken using an Applanix DSS322 22 megapixel
camera integrated with a 410 IMU (inertial measure unit) coupled with a Riegl Q560
LiDAR scanner. The photography and LiDAR were controlled/georeferenced to nine
ground control points established by Matrix East. The photo georeferencing was
completed and checked using Applanix POSPac v5.3 CAL QC and Inpho v5.2 software.
The airborne GPS baselines were also processed using POSPac v5.3 software. The
project datums are North Carolina grid system horizontal (2007) and NAVD88 vertical.
The topographic mapping was compiled from LiDAR using TerraScan and TerraModel
00, applications utilized in MicroStation v8. The compiled map included a digital terrain
model (DTM) from which the 0.5 -foot contour topography was generated. The mapping
was checked/edited on MicroStation v8 and AutoCADD Civil 3D and delivered in
AutoCADD digital format. The mapping meets US National Map Accuracy Standards in
relation to the surveyed control, i.e., at least 90 percent of map measured ground
features in non -obscured areas are accurate to within 1.67 feet (1/30 map scale)
horizontally and 0.25 foot (one half contour interval) vertically.
The existing (pre -restoration) LiDAR topography is depicted on Figure 2A and the
post restoration LiDAR topography with monitoring well locations is depicted on Figure
P and U Lands Mitigation Site Phase 2 2 PCS Phosphate Company, Inc.
As -Built Report June 2014

2B. The entire Phase 2 As -Built plans and drawings are included in Appendix A and on
a CD which accompanies this report.
3.0 PLANTING
A planting plan with three zones was developed to reflect the site's wetland
status (Figure 3). This plan was based on the hydric wetland soils present, the return of
the historic hydrology resulting from the site construction and the readily available
wetland trees and shrubs that are appropriate for the site's soil and hydrology. Two of
those three zones were also planted within Phase 1 and include non-riverine swamp
forest and hardwood flat.
To control nuisance and or competing hardwood vegetation after planting,
herbicide applications (aquatic and non -aquatic formulations) were applied by helicopter
in May and September 2012 prior to the 2013 spring planting (Figure 4). The May
application was to target just the roadside ditch north of Small Road and it was treated
with 6 quarts/acre of Rodeo plus 16 oz. /acres of Arsenal AC with 1.4% LI -700. This
mixture was applied at 10 gallons per acre. The September application was for control
of the nuisance and competing vegetation throughout the rest of the phase. This
treatment consisted of Rodeo applied at 4 quarts/acre, Sulfomet Extra (equivalent to
Oust) applied at 2 ounces/acre, Roundup Pro at 4 quarts/acre and LI 700 applied at 3.2
ounces/acre. American Forest Management, Inc. of Charlotte, NC specified the
treatments and supervised their application. Pine Belt Inc. and Couch Helicopter
Service, Inc. of Arkansas were the applicators.
Fifteen (15) native wetland hardwood tree species and five species of small trees
were chosen for planting based largely on soil type of the site and expected hydrology.
In addition to trees, eight wetland shrub species were incorporated into the plan to
provide a more diverse assemblage. One nursery from North Carolina and one nursery
from South Carolina supplied the species. The certifications are included in Appendix B.
Conservation Services, Inc. out of Verona, VA planted the site from February 12-23,
2013, after restoration earthwork was completed. Approximately 738 total acres were
planted with 388,390 stems, consisting primarily of bare root seedlings and some
tubelings. All but 175 acres were planted on 9 x 9 spacing (538 stems/acre), the
remainder was planted at 10 x 10 spacing (436 stems/acre). Due to the footprint of the
debris piles, the stems which would have been planted in that footprint were planted in
higher concentrations in some of the surrounding areas, so exact spacing of stems
varies across the site. Shrub stems were also predominantly bare root seedlings with
the exception of some tubelings. Shrub stems made up 5 percent or less of the total
stems within each zone. The complete list of species planted and the planting mix of
species by planting zone are identified in Table 1.
As was done in Phase 1, the Atlantic white cedar stems were planted in small
clusters across Zone 3. Prior to planting the other species in the zone, the planter would
select the areas perceived to be higher in elevation for planting these small clusters.
The perimeter canal was in its final construction phase during planting. As it became
apparent that water was likely to be held in the northwest corner of Zone 2 until
construction was completed on the perimeter, the species more tolerant of standing
water were substituted (green ash, swamp black gum, water tupelo, and bald cypress) in
P and U Lands Mitigation Site Phase 2 3 PCS Phosphate Company, Inc.
As -Built Report June 2014

this area for those less tolerant (ironwood, water hickory, and sugarberry) to help reduce
potential mortality.
4.0 HYDROLOGY
To document surface storage and hydroperiods, 47 Leveltroll water level
monitoring wells were installed across the planted area (approximately 1 well/15 acres)
(Figure 5). The wells installed over the soil polygons of Phase 2 are shown in Figure 6.
Bear exclosures constructed of barbed wire wrapped around metal fence posts were
built around all wells to prevent destruction of the wells by black bears. The nearby Bay
City Farm mitigation site rain gauge will be used for P Lands site rainfall. Rainfall data
will be used in conjunction with data from nearby automated weather stations (e.g.,
NRCS WETS data from NOAA's site at Aurora) to determine normal rainfall during the
monitoring period.
5.0 POST -PERMIT DESIGN OR CONSTRUCTION REFINEMENTS
5.1 Justification. Refinements were made to the proposed construction when
field conditions were different than reported in the design phase and these refinements
would result in the proposed wetland trees, vegetation and hydrology to be more
representative of these items seen in the adjacent undisturbed areas or the values
proposed in design. Careful observation during construction and regular communication
between the design team and contractor allowed these discrepancies to be recognized
and timely action by the design team resulted in a project that would function closer to its
historic condition.
5.2 Description. Descriptions of the refinements are as follows:
Differences in average ground elevation - The LiDAR data was collected prior to
the removal of the existing timber and, in some areas, heavy vegetation. This heavy
vegetative cover and tree canopy prevented the design team from accurately measuring
the average existing ground surface in some areas. Careful inspection during the
construction revealed a small discrepancy in the LiDAR data and the actual ground
surface in the vicinity of the discharge weir adjacent to Benfewell Road, located near
station 125+40 on the north property line alignment (Section G -G). The actual average
ground surface was approximately 6 inches lower near the vicinity of the discharge weir.
The elevation of the discharge weir was lowered 6 inches from the original design
elevation to allow ponded water near the weir to be no greater than the 3-6 inches in
depth that is typical throughout the rest of the site. The second proposed weir near
station 48+60 (Section F -F) on the north property line alignment was also checked and
lowered 6 inches. Finally, a third weir was added near station 41+00. All of these
refinements were implemented to keep the ponded water depth near the low points
adjacent to the discharges to be consistent with the ponded water depths throughout the
restored site.
Encroachments from Adjacent Property Owners - To accommodate
encroachment of ditches constructed by adjacent property owners, the perimeter berm
P and U Lands Mitigation Site Phase 2 4 PCS Phosphate Company, Inc.
As -Built Report June 2014

and ditch cross-sections were required to be modified. The modifications due to the
encroachments would insure that neither the drainage rights of the adjacent property
owner would be impacted nor would the function of the proposed wetland restoration be
compromised. The perimeter bypass canal located along the east, north and west
property lines were reconfigured to be smaller in width and deeper in depth at the
locations where adjacent drainage ditches encroached upon the project. This decrease
in the bypass canal width potentially added 1.47 acres of restored wetlands in the
perimeter areas. These modifications are noted on the as -built plans.
Delays in Construction - The Phase 2 area had a large volume of timber present
at the start of construction. Some of the areas contained timber that was less than 10
years in age and these young, small trees had very little value to the commercial timber
operators. To prepare the site for restoration, all of the areas had to be cut. The older
trees were hauled from the site for use as finished timber. Several methods were
attempted to process the smaller trees before a successful method was obtained. The
smaller trees were cut, stacked, chipped in the fields and then the wood chips were
loaded into trucks for use at a local power plant. The additional time required for the
completion of work by multiple contractors and limited access to the site consisting of a
single 15-20' wide road reduced the acreage that could be restored during the time
allotted. It was decided that the detailed work involving the Gum Swamp Run stream
valley should be postponed for completion during Phase 3.
Plug Completion — The majority of the plugs adjacent to Small Road and Royal
Road were not fully constructed prior to planting. This deliberate change in the
construction sequence allowed the site's average water elevation to be lower during the
first 6 to 9 months. This prevented the bare root seedlings planted in the lower areas
from being totally submerged during their first year. It is anticipated that the seedlings
will have grown to a height in year two that the normal standing water levels will not
increase tree mortality.
6.0 POST -CONSTRUCTION MONITORING
6.1 Vegetation. Planted vegetation monitoring plots were established at 47
monitoring wells (plots represent 2 percent of the restoration area) (Figure 5). Plots
were established after planting and all trees and shrubs within the plot were marked with
a stake. A few months after planting (after stems had grown leaves to allow for better
identification) planted stems within vegetation plots were tagged and identified to
species if possible. Each year prior to leaf fall in autumn, planted stems within
vegetation plots will be sampled for survival, beginning in 2013. In the fifth year, the tree
plots will be sampled for all woody volunteer stems, which will be recorded separately
from planted trees.
6.2. Hydrology. Electronic wells at the site, as well as a rain gauge, will be
downloaded once a month and the data (water level readings taken every 1.5 hours)
evaluated to document wetland hydroperiods.
6.3 Fixed-point photo stations. Photographs will be taken periodically
throughout the monitoring year to visually document hydrologic conditions, stability,
vegetation growth, and the evolution of the restoration site. Seven permanent photo
point locations were established at six of the 10 corners of Phase 2 (Figure 4). Several
P and U Lands Mitigation Site Phase 2 5 PCS Phosphate Company, Inc.
As -Built Report June 2014

photographs will be taken at each station to capture a panoramic view of the site.
Photographs at the fixed-point stations will be taken at each autumn sampling and
representative photos will be selected for inclusion in the annual report. Representative
photos of site conditions, earthwork, planting, and others of interest are included in
Supporting Document C of this report.
P and U Lands Mitigation Site Phase 2 6 PCS Phosphate Company, Inc.
As -Built Report June 2014

LITERATURE CITED
CZR, Incorporated. 2012. Compensatory Mitigation Plan for P and U Lands Restoration Site,
Richland Township, Beaufort County, NC in PCN for P and U Lands Restoration Site,
submitted January 2012.
CZR Incorporated. 2013. As -Built Report for the P and U Lands Restoration Site Phase 1.
P and U Lands Mitigation Site Phase 2 7 PCS Phosphate Company, Inc.
As -Built Report June 2014

Table 1. Planted species in Phase 2 by percent for each zone. Total acres and percents have been rounded; total
may exceed 100.
Trees
Atlantic white cedar
Bald cypress
Pond cypress
Green ash
Ironwood
Laurel oak
Overcup oak
River birch
Sugarberry
Swamp chestnut oak
Swamp tupelo
Sycamore
Water hickory
Water tupelo
Willow oak
Small trees
Red chokeberry
Red bay
Sweet pepperbush
Titi
Shrubs
Buttonbush
Fetterbush
High bush bluebern
Possumhaw
Silky dogwood
Spicebush
Virginia sweetspire
W interberry
Summary
Total stems by zone
-hamaecyparis thyoidE
Taxodium distichum
Taxodium ascendens
Fraxinus pennsylvania
Carpinus caroliniana
Q. laurifolia
Q. lyrata
Betula nigra
Celtis laevigata
Q. michauxii
Nyssa biflora
Platanus occidentalis
Carya aquatics
N. aquatica
Q. phellos
Aronia arbutifolia
Persea borbonia
Clethra alnifolia
Cvrilla racemiflora
'ephalanthus occidentalis
Lyonia lucida
Vaccinium corymbosum
Viburnum nudum
Cornus amomum
Lindera benzoin
Itea virginica
Ilex verticillata
P and U Lands Mitigation Site Phase 2 T-1
As -Built Report
10
15
5
5
7
14
12
12
5
5
14
12
14
8
2
3
3
1
<1
1
<1
1
10
5
15
15
15
5
10
10
0
1
1
1
1
1
i<
17,601 1 302,544 1 58,829
PCS Phosphate Company, Inc.
June 2014
Zone 2
Zone 3
Zone 5
Non-riverine
Headwater forest
swamp forest
Hardwood flat 1
Species
Latin name
40 ac
562 ac
135 ac
Trees
Atlantic white cedar
Bald cypress
Pond cypress
Green ash
Ironwood
Laurel oak
Overcup oak
River birch
Sugarberry
Swamp chestnut oak
Swamp tupelo
Sycamore
Water hickory
Water tupelo
Willow oak
Small trees
Red chokeberry
Red bay
Sweet pepperbush
Titi
Shrubs
Buttonbush
Fetterbush
High bush bluebern
Possumhaw
Silky dogwood
Spicebush
Virginia sweetspire
W interberry
Summary
Total stems by zone
-hamaecyparis thyoidE
Taxodium distichum
Taxodium ascendens
Fraxinus pennsylvania
Carpinus caroliniana
Q. laurifolia
Q. lyrata
Betula nigra
Celtis laevigata
Q. michauxii
Nyssa biflora
Platanus occidentalis
Carya aquatics
N. aquatica
Q. phellos
Aronia arbutifolia
Persea borbonia
Clethra alnifolia
Cvrilla racemiflora
'ephalanthus occidentalis
Lyonia lucida
Vaccinium corymbosum
Viburnum nudum
Cornus amomum
Lindera benzoin
Itea virginica
Ilex verticillata
P and U Lands Mitigation Site Phase 2 T-1
As -Built Report
10
15
5
5
7
14
12
12
5
5
14
12
14
8
2
3
3
1
<1
1
<1
1
10
5
15
15
15
5
10
10
0
1
1
1
1
1
i<
17,601 1 302,544 1 58,829
PCS Phosphate Company, Inc.
June 2014

AURORA
{ •i
r; X r
— OUTH REEK-.
R O0.' '
- I PHASE 1
2
T r P L NDS -
HouowEu TRACT pHASE
BAY CITYOXRM PHASE ; e�
- PHASE crvro KER FARM Y i
2P LANDS
35.14' 15.04"
_ LONG: 7646'19.20"
i rte'
CASEY TRACT
U LANDS
'0 - _ - PARKER FARM
P LANDS r
SECTION I
-
PARKER FARM' -
- SECTION J
LEGEND
P and U LANDS BOUNDARY
SOUTH CREEK CORRIDOR AND 0 5,000 109000
PARKER FARM BOUNDARY
SCALE IN FEET
NORTH CAROLINA VICINITY M A P
P LANDS PHASE 2
SITE LOCATION
P and U LANDS PCS PHOSPHATE COMPANY, INC.
SOURCE: SCALE: AS SHOWN APPROVED BY: DRAWN BY: BFG/TLJ
LES
NEW BONS OF THE ERN, NORTH BOUNDARY AROLINA, JOB VI#2009 96, ROBERTDED BY: ATED: M11/119/2009/
DATE: 0$/21/13 FILE: ANNUAL RPTS PH2
AND 02/02/2010 AND BEAUFORT COUNTY GIS DATA WEBSITE P LANDS VIC PH2
WWW.CO.BEAUFORT.NC.US, BEAUFORT COUNTY PARCEL DATA SHAPEFILES,
NAD 1983 FEET. p CP#1745.59.32.2
4709 COLLEGE ACRES DRIVE
USGS TOPOGRAPHIC MAP IMAGES, NC STATEPLANE, Z R SUITE 2
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION WILMINGTON, NORTH CAROLINA 28403
NAD83, FEET, 1:24000 -SCALE, WEBSITE: WWW.NCDOT.ORG ENVIRONMENTOARLCONSuTAfM FAX 910%392-9139 FIGURE 1

11
Project Boundary Planting Area
t
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ytx '1
J
t l
Royal Road
Elevations Table
Number
Minimum Elevation
Maximum Elevation
Color
1
0.000
7.500
■
2
7.510
8.000
ffift
3
8.010
8.500
4
8.510
9.000
5
9.010
9.500
6
9.510
10.000
7
10.010
10.500
8
10.510
11.000
9
11.010
11.500
10
11.510
13.000
11
13.010
16.000
12
16.010
25.000
LEGEND
+ a — PHASE 2 PLANTING AREA
PROJECT BOUNDARY
r
ni OPEN WATER
ROADS
Bay City Road PHASE 3
(S.R.1002)
i PHASE 1
Small Road
Small Road
is
Project Boundary
FIGURE 2A
REV. No. DATE DESCRIPTION
0 600, 1200• 1800•
SCALE IN FEET
Z U
Z
r+
r(D Z
"� Z
go o
ry
H
N 0
CU
N �
U
c Q
J �
J
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PROJ. NO.: 1002
DRAVm BY: RC
DATE: 01/16/14
SHEET:
FIG.2A

Project Boundary
hBay City Road
(S.R.1002)
Project Boundary Planting Area
106 r
t i 03-.., •,1 .
r J•
CJ
94 092 m
95 X93 191 90 s
PHASE 2 74®
® 72 76 /
0 67 0 69® ® 75078
68 ,3 70 71 73 s 7 —
�Il Small Road
65 X63 61
66® 64® °62 ® �lj! PHASE 1
Royal Road
rJ\
O
Small Road
PHASE 3 Project Boundary
FIGURE 2B
U :Isvatlons iaie
Number
Minimum Elevation
Maximum Elevation Color
1
0.000
7.500 ■
2
7.510
8.000
3
8.010
8.500 ■
4
8.510
9.000
5
9.010
9.500
6
9.510
10.000
7
10.010
10.500
8
10.510
11.000 ■
9
11.010
11.500 71
10
11.510
13.000
11
13.010
16.000
12
16.010
25.000
l
LEGEND
- - — - PHASE 2 PLANTING AREA
— PROJECT BOUNDARY
OPEN WATER
o ROADS
o PERIMETER BERM AND PARKING AREAS Z Z m
z
WELL LOCATION to
U
U� 6 O o
gO o w
E j�:
� z
♦Z
Q
Z
0
N
N ~
� z
N
LU
N Co
J a
fr-
�a
CU
x �
a0
0 600' 1200' 1800'
SCALE IN FEET
PROJ. NO.: 1002
DRAWN BY: RC
DATE: 01/16/14
SHEET:
FIG.2B

LEGEND - PHASE 2 (796.43 ACRES)
- - - - - P & U LANDS BOUNDARY
- ROADS
® BERMS AND PARKING AREAS
0 OPENWATER OR PLUGGED/FILLED DITCH
PHASE 2 - AREAS TO BE PLANTED:
0 ZONE 2 HEADWATER FOREST (40.37 ACRES)
0 ZONE 3 NON-RIVERINE SWAMP FOREST (562.35 ACRES)
0 ZONE 5 HARDWOOD FLAT 1 (134.93 ACRES)
D
PHASE 2 '<
PHASE 3
O
D
U)
O
O
N
BENFEWELL ROAD
9.40ac
13.28ac 17.64ac 20.10ac
10.51 ac 18.89ac
7.34\ ROYAL ROAD
ROYAL ROAD _
1.75ac 5.53ac P LAND. �
\ 2.73 \ \ \\\
\\9.29oc
0.15ac 6.07ac 9.54ac 12.43ac
36.77ae 43.52ac 43.53ac 43.32ac 40.43ac 34.92ac
'
^
11.05ac17.72oc 19.18ac 10.61ac
29.51
cc
9.17ac20.39ac
10
21.97ac 24.67ac
13.43ac 15.04ac 13.32ac 10.32ac 21 29aa .04ac 7.47.\c.ac
8.080c SMALL ROAD
8.43ac\
LANDS ANDS
13.42ac\9.87acb003ac
8.10ac J7.26ac
SMALL ROAD2.,,a
PHASE 2
PHASE 1
LE END
P AND U LANDS (3,666.92 ACRES)
(TOTAL ACREAGE INCLUDES 12.52 ACRES OF
RIGHT-OF-WAY ALONG STATE ROADS NOT
PLANTED.)
PLANTING PLAN
P LANDS PHASE 2 REVISED 11/01/12
q 0 1, 2,00o
No. 1 PCS PHOSPHATE COMPANY, INC.
BCITYAY SCALE IN FEET SCALE: AS SHOWN APPROVED BY: DRAWN BY: TLJ/BFG
DATE: 06/12/14 FILE: PHLANDS_PLANT_
SOURCE:
PORTIONS OF THE BOUNDARY PROVIDED BY: ROBERT M. CHILES, �dw CP#1745.59.32.2
NEW BERN, NORTH CAROLINA, JOB #2009096, DATED: 11/19/2009���� 4709 COLLEGE ACRES
SUTEIVE
AND 02/02/2010 AND BEAUFORT COUNTY GIS DATA WEBSITE l_
WWW.CO.BEAUFORT.NC.US, BEAUFORT COUNTY PARCEL DATA SHAPEFILES, _ WILMINGTON, NORTH CAROLINA 28403
NAD 1983 FEET. INCORPORATED TEL [phone] FIGURE 3
ENVIRONMENTAL CONSULTANTS FAX -3 392-9139

'Man 24 (E)
s'
� r
a
�I
Z7
n
n
'l
n=rte===
I
Il
II
II
II
__�'/ROYAL ROAD
BENFE
7>{ = r
LLL ROAp_`;�
ROYAL ROAQ
I� L
!I
P LANDS r4
L {{n
CJu74 SMALL ROAD
LANDS
SMALL ROAM:
_,JA--
$� +ice`--Ak-
y.
1 -` •� --yib- �,f �� F..-skr� . }ye � '�-'.!' ` rSYk• �' . — .�._.. � � -` Y �!+!�• •`�-^
->�-
,�� s,,,�. - — .� -�"_ � -fit �� -�-- �- +�• � „�. �_ - -� �_ ...' - -•�dk- ��
�� � ��� `ice _ _ _ " ..u.... � .. . _ � . �J • r �� -_
—_____ __�� '� RAY .�1� •,- ... ' -�'- .�.,_ _
�
- — ., = �— .,�- - ..:— f n� •�
�-
SOURCE:
PORTIONS OF THE BOUNDARY PROVIDED BY' ROBERT M- CHILES,
NEW BERN, NORTH CAROLINA, JOB #2009096, DATED: 11/19/2009
AND 02/02/2010 AND BEAUFORT COUNTY CIS DATA WEBSITE
WWW.CD.BEAUFORT.NC.US, BEAUFORT COUNTY PARCEL DATA SRAPEFILES,
NAD 1983 FEET.
USGS TOPOGRAPHIC MAP IMAGES, INC STATEPLANE,
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
NAD83. FEET, 1:24000 -SCALE, WEBSITE: WWW.NCODT-DRG
k13
•
YI
0 1,300 2,600
SCALE IN FEET
KINIX&II
P AND U LANDS BOUNDARY
AREAS TREATED WITH APPROVED
MIXTURE FOR TERRESTRIAL APPLICATION
AREAS TREATED WITH APPROVED
MIXTURE FOR AQUATIC APPLICATION
(REAS TREATED FOR NUISANCE SPECIES AND COMPETING VEGETATIO
P AND U LANDS PHASE 2
PCS PHOSPHATE COMPANY, INC.
SCALE: AS SHOWN JAPPROVED BY: DRAWN BY: TW/BFG
DATE: 05f06f14 FILE: PHLANeS_HERBICIDE-
a n CP#1745.59.32.2
IC 4709 COLLEGE ACRES DRIVE
SUITE 2
WILMINGTON, NORTH CAROLINA 29403
INCORPORATED TEL [phone] FIGURE 4
ErrviROwErrru CC.wLIA.n FAX [phone]

BAY CITY No.
4
MONITORING LOCATIONS
P AND U LANDS PHASE 2
PCS PHOSPHATE COMPANY, INC.
SCALE: AS SHOWN APPROVED BY: DRAWN BY: TLJ/BFG
DATE: 03/12/14 FILE:PHASE 2/P_1 -AN DS -
WELL -SOURCE: O 1,200 2,400
PORTIONS OF THE BOUNDARY PROVIDED BY: ROBERT M. CHILES, '1141, CP#1745.59.32.2
NEW BERN, NORTH CAROLINA, JOB #2009096, DATED: 11/19/2009 01INCORPORATED
�4709 COLLEGE ACRESUTEIVEAND 02/02/2010 AND BEAUFORT COUNTY GIS DATA WEBSITEWWW.CO.BEAUFORT.NC.US, BEAU FORT COUNTY PARCEL DATA SHAPEFILES, WILMINGTON, NORTH CAROLINA 28403
NAD 1983 FEET. SCALE IN FEET TEL [phone] FIGURE 5
ENVIRONMENTAL CONSULTANTS FAX [phone]
LEGEND
P LANDS PLANTING AREA
B E N F E W E L L ROAD
OPEN WATER OR PLUGGED/FILLED DITCH
109
ROADS
107 108
O
® PERIMETER BERM AND PARKING AREAS
106
0103
10
TREE SAMPLING PLOT
10
O
O WELL LOCATION AND TREE MONITORING PLOT
102
(WELLS TO MONITOR LATERAL DRAINAGE EFFECT MAY
ROYAL ROA
NOT HAVE A TREE PLOT. LOCATIONS ARE
APPROXIMATE.)
96
97 99
Q
0
®098
AREAS PLANTED IN PHASE 2:
ROYAL
ROAD
1000
LANDS�
� � � ®C�
0 ZONE 2 HEADWATER FOREST
89
X87
0 ZONE 3 NON-RIVERINE SWAMP FOREST
\
85
F
0 ZONE 5 HARDWOOD FLAT 1
O 94
92 ®
��
88
O 83
82
1
F
095
X91
90
86
84
�
93
II
O
9Q
74 0
79
6768
6 �O 070
75 O
076
'
7 7 ,
81�
71 SMALL 73
ROA D
_e
80
PHASE2
PHASE
P
LANDS
X65
6
O
O 64
62
=i
66 SMALL
ROAD
O
A'yy9s
O
O
N
BAY CITY No.
4
MONITORING LOCATIONS
P AND U LANDS PHASE 2
PCS PHOSPHATE COMPANY, INC.
SCALE: AS SHOWN APPROVED BY: DRAWN BY: TLJ/BFG
DATE: 03/12/14 FILE:PHASE 2/P_1 -AN DS -
WELL -SOURCE: O 1,200 2,400
PORTIONS OF THE BOUNDARY PROVIDED BY: ROBERT M. CHILES, '1141, CP#1745.59.32.2
NEW BERN, NORTH CAROLINA, JOB #2009096, DATED: 11/19/2009 01INCORPORATED
�4709 COLLEGE ACRESUTEIVEAND 02/02/2010 AND BEAUFORT COUNTY GIS DATA WEBSITEWWW.CO.BEAUFORT.NC.US, BEAU FORT COUNTY PARCEL DATA SHAPEFILES, WILMINGTON, NORTH CAROLINA 28403
NAD 1983 FEET. SCALE IN FEET TEL [phone] FIGURE 5
ENVIRONMENTAL CONSULTANTS FAX [phone]

'i!
95
TO AP
67
68
106
pt—
ROYAL ROAD
Pt
2 g
93 Wd
69 71
70
Pt 65 D�4 63 62
66 1 SMALL ROAD
BAY C1 -TY N0.
4
SOURCE:
PORTIONS OF THE BOUNDARY PROVIDED BY: ROBERT M. CHILES,
NEW BERN, NORTH CAROLINA, JOB #2009096, DATED: 11/19/2009
AND 02/02/2010 AND BEAUFORT COUNTY GIS DATA WEBSITE
WWW.CO.BEAUFORT.NC.US, BEAUFORT COUNTY PARCEL DATA SHAPEFILES,
NAD 1983 FEET.
2012 AERIALS DOWNLOAD FROM FROM NC ONE MAP
WEBSITE: http://dato.nconemop
SOIL SURVEY OF BEAUFORT COUNTY, NORTH CAROLINA, US DEPARTMENT
OF AGRICULTURE NATURAL RESOURCES CONVERSATION SERVICE,
ISSUED: SEPTEMBER 1995
61
BENFEWELL ROAD
Pt
108 109
107
103 102 101
05 104
ROYAL ROAD
96 97
'87
9 88
86
74
72
I
LEGEND
P AND U LANDS PH2 (796.43 ACRES)
• WELL LOCATION AND TREE MONITORING PLOT
(WELLS TO MONITOR LATERAL DRAINAGE EFFECT
MAY NOT HAVE A TREE PLOT. LOCATIONS ARE
APPROXIMATE.)
SOILS
SYMBOL SOIL NAME
Ap ARAPAHOE (MINERAL) (12.70 ACRES)
Do DARE (ORGANIC) (0.07 ACRES)
Po PONZER (ORGANIC) (488.55 ACRES)
Pt PORTSMOUTH (MINERAL) (74.04 ACRES)
To TOMOTLEY (MINERAL) (1.87 ACRES)
Wd WASDA (ORGANIC) (219.21 ACRES)
0 HYDRIC SOILS
NOTE:
ONLY HYDRIC SOILS ARE DESIGNATED MINERAL
�0 OR ORGANIC.
�o
73 75 77 78" 80 81!
SMALL ROAD
- -•• .1. a,��4 • t i� TVA- �•'w'4.�
0 1,200 2,400
SCALE IN FEET
P
SOILS
P AND U LANDS PHASE 2
PCS PHOSPHATE COMPANY, INC.
SCALE: AS SHOWN APPROVED BY: DRAWN BY: TLJ/BFG
DATE: 05/06/14 FILE: ABANDS_SOILS_PH2_
CP# 1 745.59.32.2
4709 COLLEGE ACRES DRIVE
cZR SUITE 2
WILMINGTON, NORTH CAROLINA 28403
INCORPORATED TEL [phone] FIGURE 6
ENwrson■ENdL CCNSOLuxrs FAX [phone]
D
-c
0
D
0
0
PHASE 2
O
PHASES
'i!
95
TO AP
67
68
106
pt—
ROYAL ROAD
Pt
2 g
93 Wd
69 71
70
Pt 65 D�4 63 62
66 1 SMALL ROAD
BAY C1 -TY N0.
4
SOURCE:
PORTIONS OF THE BOUNDARY PROVIDED BY: ROBERT M. CHILES,
NEW BERN, NORTH CAROLINA, JOB #2009096, DATED: 11/19/2009
AND 02/02/2010 AND BEAUFORT COUNTY GIS DATA WEBSITE
WWW.CO.BEAUFORT.NC.US, BEAUFORT COUNTY PARCEL DATA SHAPEFILES,
NAD 1983 FEET.
2012 AERIALS DOWNLOAD FROM FROM NC ONE MAP
WEBSITE: http://dato.nconemop
SOIL SURVEY OF BEAUFORT COUNTY, NORTH CAROLINA, US DEPARTMENT
OF AGRICULTURE NATURAL RESOURCES CONVERSATION SERVICE,
ISSUED: SEPTEMBER 1995
61
BENFEWELL ROAD
Pt
108 109
107
103 102 101
05 104
ROYAL ROAD
96 97
'87
9 88
86
74
72
I
LEGEND
P AND U LANDS PH2 (796.43 ACRES)
• WELL LOCATION AND TREE MONITORING PLOT
(WELLS TO MONITOR LATERAL DRAINAGE EFFECT
MAY NOT HAVE A TREE PLOT. LOCATIONS ARE
APPROXIMATE.)
SOILS
SYMBOL SOIL NAME
Ap ARAPAHOE (MINERAL) (12.70 ACRES)
Do DARE (ORGANIC) (0.07 ACRES)
Po PONZER (ORGANIC) (488.55 ACRES)
Pt PORTSMOUTH (MINERAL) (74.04 ACRES)
To TOMOTLEY (MINERAL) (1.87 ACRES)
Wd WASDA (ORGANIC) (219.21 ACRES)
0 HYDRIC SOILS
NOTE:
ONLY HYDRIC SOILS ARE DESIGNATED MINERAL
�0 OR ORGANIC.
�o
73 75 77 78" 80 81!
SMALL ROAD
- -•• .1. a,��4 • t i� TVA- �•'w'4.�
0 1,200 2,400
SCALE IN FEET
P
SOILS
P AND U LANDS PHASE 2
PCS PHOSPHATE COMPANY, INC.
SCALE: AS SHOWN APPROVED BY: DRAWN BY: TLJ/BFG
DATE: 05/06/14 FILE: ABANDS_SOILS_PH2_
CP# 1 745.59.32.2
4709 COLLEGE ACRES DRIVE
cZR SUITE 2
WILMINGTON, NORTH CAROLINA 28403
INCORPORATED TEL [phone] FIGURE 6
ENwrson■ENdL CCNSOLuxrs FAX [phone]

APPENDIX A
FINAL AS -BUILT PLANS AND DRAWINGS
(also on accompanying CD)

WETLAND RESTORATION PLANS
FOR
V PotashCor
CA lu -o- ►
"P" and "U" LANDS - PHASE II AS -BUILT PLANS
IN
BEAUFORT COUNTY, NORTH CAROLINA
LOCATION SKETCH 0
not to scale
AS -BU ILTS
NOTE: PLANS MAY BE PRINTED IN DIFFERENT PAGE SIZES - ALWAYS CONFIRM SCALE USING SCALE BAR.
EV. Nm DATE DESCRIPTION
VICINITY MAP
not to soale
INDEX OF DRAWINGS
C1.1
COVER SHEET
C1,2
CONVENTIONAL PLAN SHEET SYMBOLS
91116/14
C1.3
GENERAL NOTES & SYMBOLS
C2.1
MASTER SITE PLAN
SEAL
C2.2
STATIONING PLAN
C3.3
TYPICAL SECTIONS
C4A
GRADING SUMMARY BY PLANTING ZONE
7
C4-53 - C4.56
GRADING PIAN
Pekin 8eaM Gwdans. Florida 33403
Phann: (561( 53M700
C4-65 - C4.108
GRADING PLAN
C5.1 - C5.14
PERIMETER CROSS SECTIONS
3Ondthan T. i1Ck2H9,Irc.
156,51 -
-
(NOT INCLUDED)
INCORPORATED
(NOT INCLUDED)
I"�"""'•`"'""
Fax' I581I 625-2779
FL Cartl.r6 of A lion: 5772
(NOT INCLUDED)
C7A
PARKING LOT DETAILS
FAX [phone]
GOA
BRIVEW Albs
(NOT INCLUDED)
C9.1 - C9,2 PIPE ROAD CROSSING DETAILS
C10.1 - C10,2 SPILLWAY DETAILS AND AT GRADE CROSSINGS
C11.1 - C11.2 GENERAL DETAILS
91116/14
q
SEAL
..",Q
3450 Nortnteka BwlwarE • Suae 102
7
4709 COLLEGE DR., STE 2
���
Pekin 8eaM Gwdans. Florida 33403
Phann: (561( 53M700
' L
WILMINGTON, N.0-28403
3Ondthan T. i1Ck2H9,Irc.
T°II- F—: (827) K10 -$-M
INCORPORATED
TEL [phone]
I"�"""'•`"'""
Fax' I581I 625-2779
FL Cartl.r6 of A lion: 5772
Qfi1
E NVIIWNMENTAL CONSIILTANr
FAX [phone]
whodz
NC CBn�rMate 0r Au11gAza[pn� �Z761
T. R14
JONAT{1AN T. RICKETTS
NC P.E. Nv. 26154

Note: Not to Scale
'S.U.E. = Subsurface Utility Engineering
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
CONVENTIONAL PLAN SHEET SYMBOLS
PROJECT REFERENCE HO. SHEET Iq.
O
Z� U
J
��0
,to ° m
z C
¢oLL
a C
Q
Q V7
M
M �
W
W
[0
� J
J
Q
Z
J 0
D H
0 Z
70Z W
�ti
�o z
a
r
�o U
PRDJ-MD.1002
DRarVR an RC
HATE: 01/16/14
SHEET:
C1.2
WATER:
BOUNDARIES AND PROPERTY:
RAILROADS:
Water Manhole .............................................
O
StateLine
Standard Gauge ................................................
CS%,R
Water Meter ..................................................
a
County Line
...
RR Signal Milepost
uiu. 35
Water Valve .. ........ ........................................
Switch
0
EXISTING STRUCTURES:
Water Hydrant ..............................................
^�
Township Line .............................. ...........
......................................................
City Line ............._.......... ...............................
RR Abandoned .......................... ............_.........
� � w �
MAJOR:
Recorded U!G Water Line ............................
•
RR Dismantled...
__
Bridge, Tunnel or Box Culvert ................
ca�c
Designated U!G Water Line S.U.E."
----■----
Reservation Line ..........................
— . — . — .
.......................
RIGHT OF WAY:
Bridge Wing Wall, Head Wall and End Wall
- � �� � �
Above Ground Water Line ............................
� WNW
Property Line .................................................
P
Existing Iron Pin
❑
Baseline Control Point .......
`
MINOR:
Property Corner .............................................
+
Existing Right of Way Marker .............
9 9 Y ..............
Head and End Wall .......................................
ooRc Hw
Pipe Culvert ..................................................
TV Satellite Dish .............................................
�}
Property Monument .......................................
13
Existing Right of Way Line_ � ............................
-
Footbridge
TV Pedestal
0
Parcel I Sequence Number ............................
z3
Proposed Right of Way Line ..................... ......
.....................................................
....................................................
Drainage Box: Catch Basin, DI or JB ............
❑�
TV Tower ........................................................
Existing Fence Line ........................
���x-
Proposed Right of Way Line with
p g Y
Iron Pin and Cap Marker ................................
Paved Ditch Gutter ........................................
-----
U/G TV Cable Hand Hole ...............................
Proposed Woven Wire Fence ........................
Proposed Right of Way Line with
Storm Sewer Manhole ............................ .......
0
Recorded UIG TV Cable ................................
TM
Proposed Chain Link Fence ...........................
E,
Concrete or Granite Marker ...........................
Storm Sewer
Designated U!G TV Cable S-U-E-"
----*�----
Proposed Barbed Wire Fence ........................
— 9
Existing Control of Access ...............................
—L—
Recorded U!G Fiber Optic Gable ...................
rro
Existing Wetland Boundary ............................
------ --
Proposed Control of Access ............................
UTILITIES:
Designated UIG Fiber Optic Cable {S-U.E.'}-
Proposed Wetland Boundary .........................
wee
Existing Easement Line ...................................
--E—
PowER:
Existing Endangered Animal Boundary ..........
--EAg--
Proposed Temporary Construction Easement.. . ......
E
■
GAS:
Existing Power Pole .....................................
Existing Endangered Plant Boundary,_---
— —EPS -
Proposed Temporary Drainage Easement ......
TDE
Proposed Power Pole
b
Gas Valve
0
..
................................
,.....................................................
v
BUILDINGS AND DINER CULTURE:
Proposed Permanent Drainage Easement ......
PRE
Existing Joint Use Pole ................................
Gas Meter ......................................................
Gas Pum Vent or UIG Tank Ca
P P ...................
o
Proposed Permanent Drainage ! Utility Easement
DUE
Proposed Joint Use Pole..
-�-
Recorded UIG Gas Line ................................
Sign
""' """""" '
v
Proposed Permanent Utility Easement ............
PUE
....................
Power Manhole .........................
0
Designated U!G Gas Line S.U.E."
--- -•- - - -
Well.................................................................
° Proposed
Temporary Utility Easement............
—TUE—
®
./, Us
Proposed Permanent Easement with
Power Line Tower... . ...................................
Above Ground Gas Line ................................
Small Mine .......... _...... _.... _.........................
AA%
Iron Pin and Cap Marker .............................
Power Transformer .....................................
0
Foundation......................................................
ROADS AND RELATED FEATURES:
UIG Power Cable Hand Hole ......................
SANITARY SEWER:
Area Outline ....................................................
l — — —1
Existing Edge of Pavement ..............................
H -Frame Pole...................................
Sanitary Sewer Manhole .................................
ID
Cemetery ........................................................
_t _I
Existing Curb ...................................................
g
-----
Recorded UIG Power Line ..........................
Sanitary Sewer Cleanout ..................
ry ..............
+
Building...........................................................
Proposed Slope Stakes Cut ............................
-- - -- -
Designated UIG Power Line (S.U.E *) .........
- - - -P- - - -
U!G Sanitary Sewer Line ..... _........................
School.............................................................
Proposed Slope Stakes Fill .............................
-- _.L -- -
Above Ground Sanitary Sewer .......................
./G � Iwy se r
Church ......................................
Proposed Wheel Chair Ram
c
TELEPHONE:
Recorded SS Forced Main Line .....................
am••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••
Existing Metal Guardrail ,,,,,,,...
Existing Telephone Pale
f
Designated SS Forced Main Line S.U.E.'
9 � }
-
HYDROLOGY.
Proposed Guardrail .........................................
T T T
Proposed Telephone Pole .............................
Stream or Body of Water... ...................
Existing Cable Guiderail..................................
Telephone Manhole . ............................. _......
O
MISCELLANEOUS:
Hydro, Pool or Reservoir ...............................
—
� �
Proposed Cable Guiderail ...............................
n n n
n
Telephone Booth ...........................................
0
Utility Pole__ ...... ............................................
Jurisdictional Stream .....................................
Equality Symbol ..............................................
Telephone Pedestal ......................................
Q
Utility Pole with Base .......................................
0
Buffer Zone 1 _ .... _......................................
BZ ,
Pavement Removal .........................................
®
Telephone Cell Tower ...................................
Utility Located Object ......... _.... .......................
Buffer Zone 2_.............................................—az
z
VEGETATION:
UIG Telephone Cable Hand Hole .................
Q
Utility Traffic Signal Box ...................................
0
Flow Arrow ....................................................
Single Tree ........................................................
0
Recorded UIG Telephone Cable ...................
T
Utility Unknown UIG Line .................................
Disappearing Stream ....................................
Single Shrub ......................................................
Designated UIG Telephone Cable (S.U.E.")
- - - -T- - - -
UIG Tank; Water, Gas, Oil ...............................
0
Spring...........................................................
Hedge................................................................
Recorded UIG Telephone Conduit ................
><
AIG Tank; Water, Gas, Oil ...............................
Wetland........................................................
Woods Line .......................................................
Designated UIG Telephone Conduit (S. U.E.')
-- - -x-- - -
U!G Test Hole {S.U.E.'}...................................
Proposed Lateral, Tail, Head Ditch ..............
Orchard.............................................................
Recorded UIG Fiber Optics Cable .................
ro
Abandoned According to Utility Records .........
AATUR
False Sump ..................................................
Vineyard............................................................rid
Designated UIG Fiber Optics Cable (S.U.E.')
- - --r ro- --
End of Information ...........................................
E.O.I.
AS -B U I LTS
O
Z� U
J
��0
,to ° m
z C
¢oLL
a C
Q
Q V7
M
M �
W
W
[0
� J
J
Q
Z
J 0
D H
0 Z
70Z W
�ti
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a
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PRDJ-MD.1002
DRarVR an RC
HATE: 01/16/14
SHEET:
C1.2

1. SITE INFORMATION IS BASED ON SURVEY WORK DONE BY MATRIX EAST, PLLC DATED OCTOBER 1,
2010 WITH THE VERTICAL DATA (TOPOGRAPHY) PROVIDED BY TUCK MAPPING SOLUTIONS USING
AIRBORNE LIDAR {DATA WAS COLLECTED ON MAY 14, 2010 AND MARCH 10,2012 - VERTICAL
COORDINATES ARE BASED ON NAVD 1988. AS -BUILT LiDAR COLLECTED APRIL 21,2013
USERS OF THESE PLANS ARE CAUTIONED THAT THE VERTICAL INFORMATION SHOWN ON THESE
PLANS IS LIMITED TO THE ACCURACY OF THE LIDAR METHODOLOGY EMPLOYED AND SPECIFICALLY
THAT LOWEST ELEVATIONS INSIDE DITCHES OR OTHER AREAS OF STANDING WATER MAY NOT
REPRESENT THE BOTTOM OF THE DITCHES (OR LOW-LYING AREAS) BUT INSTEAD REFER TO THE
WATER SURFACE ELEVATION ON THE DATE OF THE LIDAR WORK- ADDITIONALLY, THE
TOPOGRAPHY WORK WAS COMPLETED PRIOR TO THE REMOVAL OF THE PINE PLANTATION THAT
EXISTED ON MANY AREAS OF THE SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY
FIELD CONDITIONS SUCH AS ELEVATIONS, DEPTHS, ETC AND REPORT TO THE ENGINEER ANY
SIGNIFICANT CHANGES IN THE EXISTING GRADES SHOWN ON THESE PLANS PRIOR TO INITIATING
WORK IN THAT AREA OF THE PROJECT. THE ENGINEER SHALL MAKE CHANGES TO THE EXISTING
DESIGN, AS NECESSARY, AND PROVIDE THE CONTRACTOR WITH ANY UPDATED PLANS AS
NECESSARY.
3- CONTRACTOR'S FIRST ORDER OF WORK IS TO PLACE ALL EROSION CONTROL DEVICES (SEE
EROSION CONTROL PLAN).
4, CONTRACTOR SHALL BE RESPONSIBLE FOR CONFORMANCE TO ALL REQUIREMENTS OF
REGULATORY AGENCIES.
5. CONTRACTOR SHALL BE REQUIRED TO MAKE MINOR GRADING CHANGES TO THE PROPOSED
PERIMETER CONSTRUCTION AT THE REQUEST OF JONATHAN T- RICKETTS, INC-
6, AT THE COMPLETION OF CONSTRUCTION, CONTRACTOR TO REMOVE ANY SAND IN EXISTING
DRAINAGE STRUCTURES AND PIPES LOCATED THROUGHOUT THE PROJECT.
7. ALL CLEARING DEBRIS WILL BE LEFT IN PLACE IN OPEN FIELDS. MAXIMUM DIAMETER OF PILES
SHALL BE 50', MAXIMUM HEIGHT SHALL BE 16.
8- FOLLOWING DITCH FILLING FOR THOSE DITCHES SHOWN TO BE FILLED, COMPACTION WILL
CONSIST OF 3 PASSES WITH A D-4 DOZER OR EQUIVALENT, LEAVING 12" OF LOOSE COMPACTION
OF THE TOP OF THE FILL. PROPOSED GRADES SHOWN FOR THESE AREAS SHALL REFER TO THE
TOP OF THE UNCOMPACTED FILL.
S. FOLLOWING COMPLETION OF FILL FOR EMBANKMENT, BERM ROADWAY SUBGRADE, SPILLWAYS,
AND PARKING SPACES, TESTING WILL BE REQUIRED FOR DENSITY SPECIFIED ON TYPICAL
SECTIONS.
10- IF REQUIRED, DE -WATERING WILL BE ACCOMPLISHED IN ACCORDANCE WITH A PLAN PREPARED
AND SUBMITTED TO THE ENGINEER AT LEAST ONE WEEK PRIOR TO COMMENCEMENT ACTIVITIES -
11. FOLLOWING WIND STORM EVENTS THE CONTRACTOR SHALL RETURN ROADWAYS TO USABLE
CONDITION WITHIN 48 HOURS OF THE END OF THE STORM EVENT.
12. STAKE OUT OF ALIGNMENT AND GRADE FOR CONSTRUCTION WILL BE PROVIDED BY ENGINEER'S
SURVEYOR. ALL RE -STAKING OF CONTROL POINTS WILL BE AT THE CONTRACTOR'S EXPENSE.
13. MAINTENANCE OF TRAFFIC ON ALL ADJACENT PUBLIC ROADS WILL CONFORM TO THE
REQUIREMENTS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION.
14. PLACEMENT OF TEMPORARY SILT FENCES, DITCH BLOCKS, AND CHECK DAMS WILL BE INSTALLED
BASED ON PERMIT DRAWINGS APPROVED BY NORTH CAROLINA DENR OR THE U. S. ARMY CORPS
OF ENGINEERS. ALL PERMITS MUST BE POSTED ON THE JOB SITE FOR REVIEW BY THE
APPROPRIATE INSPECTION PERSONNEL. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING
THE ENCLOSURE WHICH PROVIDES FOR THE PROTECTION OF THE POSTED PERMITS AND NOTICES
AND WILL BE RESPOSIBLE FOR ALL WEEKLY MONITORING.
15. THE CONTRACTOR WILL PREPARE A SEQUENCE OF WORK PLAN FOR REVIEW AND APPROVAL BY
THE ENGINEER ONE WEEK PRIOR TO COMMENCEMENT OF EACH PHASE OF PROJECT.
16. THE CONTRACTOR WILL BE RESPONSIBLE FOR COMPLIANCE WITH THE APPROVED EROSION AND
SEDIMENT CONTROL PLAN WHICH WILL INCLUDE, BUT NOT BE LIMITED TO, PLANS FOR AVOIDANCE
OF FUEL AND HYDRAULIC OIL SPILLS ON THE SITE.
17. ALL DISTURBED AREAS SHALL BE RESTORED IN STRICT ACCORDANCE WITH REQUIREMENTS OF
THE EROSION AND SEDIMENT CONTROL [ESC] PERMITS.
18. AT THE BEGINNING OF WORK OF EACH ESC PERMIT THE CONTRACTOR SHALL PERFORM A SOIL
ANALYSIS FOR EACH SOIL TYPE WITH A MINIMUM OF 2 SAMPLES: A PERIMETER BERM SOIL
SAMPLE, AND A FIELD SAMPLE. THE ANALYSIS CAN BE PERFORMED BY NCDA & CS AGRONOMIC
DIVISION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A STABILIZED (VEGETATED)
SITE PER THE REQUIREMENTS OF EACH ESC PERMIT- CONTRACTOR, AS PART OF HIS UNIT PRICE
SHALL PROVIDE REWORK OF ANY AREA THAT DOES NOT SUPPORT VEGETATION IN DENSITIES AND
TIME FRAMES SPECIFIED IN THE ESC PERMIT.
19. PROPOSED GRADES SHALL BE CONSTRUCTED TO WITHIN PLUS OR MINUS 0.10' ON OPEN AREAS
AND BERMS AND 0.05' ON SPILLWAYS.
20. AREAS WHICH HAVE RECEIVED HEAVY EQUIPMENT TRAVEL SHALL BE LOOSENED BY PLOWING
OR "RIPPING" AS DIRECTED BY THE ENGINEER.
21. ALL WORK PERFORMED WITHIN ROADWAYS, INCLUDING INTERNAL ROADS, SHALL BE IN
ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR ROAD AND STRUCTURES" FROM THE
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION.
AS-BUILTS
LEGEND
PROPOSED SPILLWAY
(PYRAMAT TURF
REINFORCEMENT)
PROPOSED DITCH CROSSING
(# 57 STONE)
PROPOSED RIP RAP
( 5" -12" CLASS B )
_ PROPOSED TOP OF BERM
PROPOSED 8" ROCK PAD
{ LARGE SIZE MINE REJECTS )
i PROPOSED DITCH FILL
►� — PROPOSED FLOW ARROW
PROPOSED SLOPE ARROW
=EdPROPOSED
MAJOR PLUG
(LENGTH =100')
PROPOSED MINOR PLUG
(LENGTH = 50')
PROPOSED PIPE AND
RIPRAP
gh EXISTING SURVEY SPOT
' ELEVATION
Ora EXISTING LIDAR ELEVATION
X12.50 PROPOSED SPOT ELEVATION
NOTE-,
THIS LEGEND SUPERCEDES LEGEND ON
C7-2 WHEN CONFLICTING-
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PRDJ-MD.1002
DRAYYR an RC
DATE: 01/16/14
SHEET:
C1.3

rsereseoB9BERM AND
BY-PASS DITCH
- PROJECT BOUNDARY ------------------
--------------------
S PftePe Bb 120' BERM AND ........ {- -
BY-PASS DITCH
s F:= _
__
_ m
3 -----_ - —
-------- REAM 114EY OUkl.
-7-7- _ _ _
EXISTING SO' BERM LENE 11101= AN DITCH WITH PA 8F SeES �- TV. SW,q�P RUN
_ _ _ _ _ _ _ _ _ 7_7_7_ BERM EXPANSION (FtlfbRET
rRCrdSt•C 75 BERM AND
BY-PASS DITCH
PROJECT BOUNDARY
FR"P SM W BERM AND
BY-PASS DITCH G
IL
m
A % t N
JI TRE
RESTORE. �ERATE�O
LCYVVNERGY AM
OI ARFGGEEE y
`VIA SPI �LWAY IF JU! SE5 '
_-===_--- -_ _----------- -- --- --_- BAYCITYFARM ' l
_ - ---_
r _____ ______ ___ I1 30'xa5 l
_ _ _ _ _ _ _ _ _ _ _ PA I�'A-I�E-p7 5
�[TYF� OF 2 - FI-IASE I ) `
_---------------------------- ----- ____ 3 ALIGNMENT 5
-------------- ---r-- —__ ---------- _---- ---- ---V_--------ARTBiP-. ----
------------------------
-
--
_�r'== ___ ----60F1RUIJiY ---- ---���- —
_-= 1r x=--_-----
______ ______________ _--_---__ -=_=-l--_-_____-___ _-- _ --- --_ —__
— ___ ________________________-[_-____y __ _ _ ----
____ ---
--
_
_+_- _--_-~- _ _�- v -_ -_- - - -__ - - -_ - - - - +-f. t 3� f_Y _ _ -_ - - - - - -_- -_
UM SWAMP
DWATER
EVT UTI
SAY qy No.
DISC GE 1 1
VIA SPIIVWRY
1 PkiASLE
EXISTING 30'
B
E NO DITyLOWPROPbSED BER EXPANS
BAYYALIGMENT ___ STRRTs_TA.
-- — - - -- -
- - - - - - - - -- - - - - - -- �
�
DISCHARGE
------------------------- ------ --- - `--- �IASILLwnr
------ -------------
---
------------ ------ ---- =-=-1---- ..... --_--- _ -=-
=__=--r=�� _- ___ ___ __ =_=__=_- -- _--------- ---
y -__ _- — - gp, CITY
----------rte-- ----------- ----- ----�-------_v_== f
---------- ----- �-------�==-�==-� --- ==_- l __—_-_--_ ------ =_ =_- 1
------Y-------- -- - - - - - - - -- ----- --- _ - ==_- ---_=________--_- l
_=_-_ _--_�_� -=_ l____ _ _ l
---------------- --+ ----- -y - 1-=- ---_- -- �VI oI�CHARGE
-_-- �r y�}� _ _ � = -_- � = -_ _ -- - - _-_ _ � ' _- - -_ -r== - - -_ _ __-- - - - - -
---------------------------�-_�_ ---- _r { r
-- _--==--rte ---_--- __ --- __-�___ _r r l _
_ _ _ __ _ _ _ ___ ___ _____________ _ ___ _ ___
- -f -- - - - --- --------------- - - -y ---- -_ _ - --
-_�- COUNTY K
-- f =--y== - -- -- ---- ---
--------------------
--- _ V
2�
rRCrQ.7L'R 45' BERM AND
BY-PASS DITCH
BOUNDARY
�I �y ` H+E r rG7� � E CROS
JING
J1■�1 ,1%YR Y�� IPJ �� PARNINUAREAA
EXISTING DISCHARGE FROM
PARKER FARM TO BE RELOCATED PROJECT BOUNDARY
rRCrESM 50' BERM
y , AND DITCH (FUTURE)
PARKER FARM
MBr9BED 70' BERM AND
BY-PASS DITCH
I
EXISTING OFFSITE
rLATERAL DITCHES
' C II C ba A'��m SO' BERM RHD
PR9P8 SES 90' BERM AND
BY-PASS DITCH
AS-BUILTS
PHASE II
ARGE FROM PARKER
TO REMAIN
0 1000 2000 3000
SCALE IN FEET
G`r
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PRaI- Na. 1002
DRAWN an RC
DATE: 01/16/14
SHEET:
ri7
2. 1
LEGEND
PHASE II
PHASE III [FUTURE]
PERIMETER BERM & DITCH
EXISTING ROAD
— — -- — — —
RESTORED HEADWATER VALLEY
P L
P
PROPERTY BOUNDARY
TYPICAL SECTION "X"
PR6P65ED ARKING AREA
0 1000 2000 3000
SCALE IN FEET
G`r
0)
M
Z
J
CL
W
J �
p❑ LL
�
UL H
(u o
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PRaI- Na. 1002
DRAWN an RC
DATE: 01/16/14
SHEET:
ri7
2. 1

s
G&
fRePe9EP1211 BERM AND
BY-PASS DITCH
s 64
NORTH PROPERTY LINE ALIGNMENT
f
START STA. 0.00.00
PHASE II
SMALL ROAD ALIGNMENT
PERIMETER BERM & DITCH
START STA. 0.00.00
EXISTING ROAD
STREAM ALIGNMENT
PROPERTY BOUNDARY
START STA. 0»00.00
INTERVALLEY CONNECTOR
TYPICAL SECTION 'X'
EXISTING BY BERM
fRBPB6E6 PARKING AREA
AND DITCH WITH PRBP99EO
BERM EXPANSION (FUTURE)
BAYCITY J ALIGNMENT
START STA. 0.00.00
BA Y CITY FARM
NORTH PROPERTY LINE ALIGNMENT PEELE ROAD ALIGNMENT
END STA. 155.38.78 END STA. 85W7.97
PReFOft 5 75' BERM AND
BV -PASS DITCH
SENkWELL ROAD =
PROJECT BOUNDARY PRBP99E945'0ERM AND
BY-PASS DITCH
SHT 89 ......... :::..... , :::::::::::'::::::::SH3:9,? ::::::::
:' :'.V.I.1'I'v4 _ ........ ...... _ -' -'......... .. .. .. ...... ...
PROJECT BOUNDARY 1 .......... ... ... .. ..... .. ........L`T.{j�.... ... �................ ......... ... .. _ .. .. .. _ :_ ........ .. .:... --
= STREAM VALLEY OUTFALL
52\J l_
gU7�rphil
48S
HT \'
7A;LD—W ENERGY STREAM SHT 37
O GUM SWAMP RUN
SHT 35 SHT 36
ism �
- Io.cp — .■ I"'1 d. �
4 1
PRBPB9EBUISCHARGE
VIA SPILLWAY (FUTURE)
PHA SE 1
— RESTORED MODERATE TO SHT 44
LOW ENERGY STREAM
SHT 43
—�SHT 39
5HT_2"
urue >a�
.ate
GUM SWAMP RUN
HEADWATER VALLEY
EAST UTI
EJCISTING DISCHARGE FROM
PARKER FARM TO BE RELOCATED
1•RCrC9E5 50' BERM
AND DITCH (FUTURE)
Nl
BAYCITY d ALII��HMENT
ENO STA. 52'S3TjT
e,
C.
PARKER FARM
AS-BUILTS
\_-PROJECT BOUNDARY
SHT 88
$ SMALL ROAD ALIC,.NMEHT
END STA 139.55.13
\ 3: C)
� F
PHASE IIto 0
a z
a
¢�
PEELS ROAD ALIGNMENT J 0
START STA- 0.00.00 4�
W
m
DISCHARGE FROM PARKER
FARM TO REMAIN
1
600' 1207 law
SCALE IN FEET
PROD- NO.: 1002
DRAwN an RC
DATE: 01/16/14
SHEET:
C2.2
LEGEND
PHASE II
PERIMETER BERM & DITCH
EXISTING ROAD
— PL —
PROPERTY BOUNDARY
x x
TYPICAL SECTION 'X'
®
fRBPB6E6 PARKING AREA
SHT 89 ......... :::..... , :::::::::::'::::::::SH3:9,? ::::::::
:' :'.V.I.1'I'v4 _ ........ ...... _ -' -'......... .. .. .. ...... ...
PROJECT BOUNDARY 1 .......... ... ... .. ..... .. ........L`T.{j�.... ... �................ ......... ... .. _ .. .. .. _ :_ ........ .. .:... --
= STREAM VALLEY OUTFALL
52\J l_
gU7�rphil
48S
HT \'
7A;LD—W ENERGY STREAM SHT 37
O GUM SWAMP RUN
SHT 35 SHT 36
ism �
- Io.cp — .■ I"'1 d. �
4 1
PRBPB9EBUISCHARGE
VIA SPILLWAY (FUTURE)
PHA SE 1
— RESTORED MODERATE TO SHT 44
LOW ENERGY STREAM
SHT 43
—�SHT 39
5HT_2"
urue >a�
.ate
GUM SWAMP RUN
HEADWATER VALLEY
EAST UTI
EJCISTING DISCHARGE FROM
PARKER FARM TO BE RELOCATED
1•RCrC9E5 50' BERM
AND DITCH (FUTURE)
Nl
BAYCITY d ALII��HMENT
ENO STA. 52'S3TjT
e,
C.
PARKER FARM
AS-BUILTS
\_-PROJECT BOUNDARY
SHT 88
$ SMALL ROAD ALIC,.NMEHT
END STA 139.55.13
\ 3: C)
� F
PHASE IIto 0
a z
a
¢�
PEELS ROAD ALIGNMENT J 0
START STA- 0.00.00 4�
W
m
DISCHARGE FROM PARKER
FARM TO REMAIN
1
600' 1207 law
SCALE IN FEET
PROD- NO.: 1002
DRAwN an RC
DATE: 01/16/14
SHEET:
C2.2

PROPERTY LINE
itSOUTH CREEK I P LANDS
CORRIDOR SITE
i
129 TYPICAL
153' AT PARKING AREA
65' TYPICAL
103' AT PARKING AREA
SMALL RD.
r --
r � —
i 1L
I 2
MATCH EXISTING GRADE
ELEV. z.0 CUT
TYPICAL SECTION E -E
25' 17 -16' 1 Z-6' r
t 8' � Z
-////// 2
/ 2 1
Small Rd (Adjacent to S.R. 1002 and South Creek Corridor Site)
(8' MIN.- 8' MAX.)
(FUTURE)
PROPERTY LINE * THIS DIMENSION WAS INCREASED AN ADDITIONAL 10'- 18' DUE TO AN ENCROACHMENT ON
THE PROPERTY LINE. SEE PLAN SHEETS AND CROSS- SECTIONS FOR ACTUAL DIMENSIONS
MULTIPLE ADJACENT I P LANDS
PROPERTY OWNER
�31' 14'20' 20'
15'`k19'
38'- 45 4'-8' 4' 12' 4'
I
14' 12' - 16'
2 2
7111
MATCH EXISTING GRADE J
(SLOPE VARIES -4:1 MAX.) ELEV. 2.0 CVT [6' MIN. 8' MAX.]
TYPICAL SECTION F -F
Royal Rd (South Creek Corridor Site to Benfewell Rd)
PROPERTY LINE
GENEFZAL NOTES
1. ALL DITCH SIDE SLOPES IN CROSS-SECTIONS (2:1 AREAS) SHALL BE
REINFORCED WITH NORTH AMERICAN GREEN C125 BN RECP AND SEEDED
WITH APPROVED SEED MIX.
2. BERM SIDE SLOPES MAY BE SEEDED AND MULCHED (WITH TACKIFIER.),
INSTEAD OF THE SEED AND RECP.
(DE PTH VARIES 1' TO 2'±)
KEY WAY (CONT) PROPERTY LINE
[SAND & MINERAL SOI
TOP OF BERM ELEV. VARIES
ELEV. 9.0 TO 90.0
(SEE CROSS SECTIONS)
{1 MATCH EXISTING GRADE
LSTABILIZATION FABRIC 8ETWEEN
BERMlKEYWAY AND
M�l
PLANDS
N E RS
75'
28' �-�^ 10' 19' 20'
E �
ON 6• 34'-42' NMIN.ELEV.=8.5N 4' 4'-8' 12'-16' 1D' 12'-1fi' 12' 4'STOP OF ROAD ELEV. VARIES4 CUT 2 2
S
_TTOP OF BERM ELEV. VARIES
ELEV. 10.5 TO 12.0
(SEE CROSS SECTIONS)
MATCH EXISTING GRADE
STABILI7ATION FABRIC BETWEEN
BERM9KEYWAY AND EXISTING GROUND
(US FABRIC US 200, OR APPROVED EQUAL)
FILL
KEY WAY (CONT)
(SAND & MINERAL SOIL)
WEYERHAEUSER
I
TRACT
PLANDS
N
�
ao'
4
zs'
EXISTING GROUND
[VS FABRIC US 200, OR APPROVED EQUAL]
,a zo
FILL
GRADE
2' LOCATION
M�l
PLANDS
N E RS
75'
28' �-�^ 10' 19' 20'
E �
ON 6• 34'-42' NMIN.ELEV.=8.5N 4' 4'-8' 12'-16' 1D' 12'-1fi' 12' 4'STOP OF ROAD ELEV. VARIES4 CUT 2 2
S
_TTOP OF BERM ELEV. VARIES
ELEV. 10.5 TO 12.0
(SEE CROSS SECTIONS)
MATCH EXISTING GRADE
STABILI7ATION FABRIC BETWEEN
BERM9KEYWAY AND EXISTING GROUND
(US FABRIC US 200, OR APPROVED EQUAL)
FILL
KEY WAY (CONT)
(SAND & MINERAL SOIL)
WEYERHAEUSER
I
TRACT
PLANDS
N
�
ao'
4
zs'
,a zo
zo
GRADE
2' LOCATION
2
SHOWN
4'
34' - 46'
MIN. ELEV. = 8.5 ON PLAN 4'-8' 12'- 18' 14' 12'- 18' 4'-8' 12' A'
SHEETS
TOP OF ROAD ELEV. VARIES 2J 4 2 2
(SEE CROSS SECTIONS) ] 2% It CUT 1 r —
FILL 12MAX. / �Ax1 2't
8' OWNER SUPPLIED BASE
WI STABILIZATION FABRIC
MATCH EXISTING GRADE
EXISTING S" DITCH
[6' MIN. 8' MAX.]
ELEV. 2.0
TYPICAL SECTION G -G
BenfewelI Rd (N -S from Royal Rd)
8' FILL 1
8" OWNER SUPPLIED BASE
WI STABILIZATION FABRIC
MATCH EXISTING GRADE
EXISTING B" DITCH
1 73
(6' MIN. B' MAX.)
ELEV. 2.0
TYPICAL SECTION H -H
Benfewell Rd (E -W from Royal Rd)
PEELE RD. ASSUMED RIGHT-OF-WAY LINE
P LANDS
45
20'
20'
TDP OF BERM ELEV. VARIES 12'
ELEV. SE T0110
(SEE CROSS SECTIONS)
1
MATCH EXISTING GRADES J
STABILIZATION FABRIC 8ETWEEN J/
BERMIKEYWAY AND EXISTING GROUND
(US FABRIC US 200, OR APPROVED EQUAL)
FILL
KEY WAY (CONT)
(SAND &MINERAL 501L)
TOP OF BERM ELEV. VARIES
ELEV. 90.0 TO 10.5
(SEE CROSS SECTIONS)
MATCH EXISTING GRADE
STABILIZATION FABRIC BETWEEN
BERMIKEYWAY AND EXISTING GROUND
[US FABRIC US 200. OR APPROVED EQUAL)
L FILL
KEYWAY {CONT] A S BUILT S
(SAND &MINERAL SOIL)
Zt
�1
a> -
TOP OF BERM ELEV. VARIES
ELEV. 10.0 TO 11.0
(SEE CROSS SECTIONS)
1 MATCH EXISTING GRADE
LSTABILIZATION FABRIC BETWEEN
BERMIKEYWAY AND EXISTING GROUND
[US FABRIC US 200. OR APPROVED EQUAL]
L- FILL
KEY WAY (CONT)
[SAND & MINERAL SOIL]
PROPERTY LINE
PEELE RD. I PEELE RD.
30' I
25'
4 8 17 21
- APPROX. CENTERLINE
12' - 18' 5'
------------� OF PEELE RD.
MATCH EXISTING GRADE
CUr
- r-
1� l�
(6' MIN. r MAX.) J " ELEV. 4.0
TYPICAL SECTION 1-1
Peele Rd (Benfewell Rd to Parker Fane)
REV, No. DATE DESCRIPTION
3 6129112 REVISED SECTIONS G -G & H -H
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DRAWN BY: RC
—E= 01/16/14
SHEET:
C3.3

11
Project Boundary
A.
r
! Zone 5
Project Boundary
$enfewell Road
PL
Royal Road
PERCENTAGE OF PLANTING ZONES AND PHASE II AREAS BY ELEVATION
ELEVATIaN INTERVALS
PLANTING ZONE
Total - Phase II,
Minumum
Mammum
2
3
5
Zones 23 8 5
Chlor
Zane
Phase 11
Zone
Phase 11
Zone
Phase 11
Phase 11
Elevation
Elevation
%
%
%
%
%
%
%
0.000
7.500
0.3%
0.0%
0.0%
0.0%
0.0%
4A%
0.0%
7.500
8.000
54.9%
3.0%
0.6%
0.4%
D.0%
0.0%
3.4%
8.000
8.500
35-7%
2-0%
2-9%
2.2%
0-1%
0-0%
4-2%
8.500
9.000
7-5%
0-4°!o
0-1%
0-4%
0-0%
0-0%
8-4%
24-3%
26-1%
6.4%
18-5%
19-9%
0-1%
02%
42%
0-0%
0-0%
0-8%
6.8%
18-6%
20-7%
9.000
9.500
10-000
9.500
10,000
10,500
0-1%
0.1%
0-0%
0.0%
27-4%
8.4%
20,8%
6.4%
39-7%
43.2%
7.3%
7.9%
28.1%
14.3%
10.500
11.000
11.000
11.500
0.1%
02%
0-3%
0.0%
0-0%
0-0%
0.5%
0-5%
0-5%
0.4%
0.4%
0.4%
9.6%
9 -9%
0-5%
1.8%
0-3%
0-1%
2.2%
0-7%
D-5%
11-500
13-000
13-00016-000
16-000
26-000
0.3%
0-0%
0-5%
0.4%
0-4%
1 0-1%
0-4%
Subtotals -
100.0°6
5-5%
1100.0%1
76-2%
100-0%
1 18.3%
100-0%
RL PL
=V aWWII] 10G
Project Boundary
Project Boundary
o soa+zav +eao
SCALL IN!EET
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PROD. No-: 1402
DRAWN Sr: RC
DATE: 01!1514
SHEET-
C4.1

LEGEND
FIRBP65EBSPILLWAY 3
.- - - - - l _ - - - - ar�� - - - - - - c tl.. -lry {PYRAMAT TURF
PLUGF_ 7 EL -=12.11 REINFORCEMENT) c z
h! �- _
e
1.33p..-23-•
- ll_
$ r_a
f{RBPB5E$Q
ITCH]
C
ROSSING
�9.423 (# 57 STONE)
-.9.581 ,. �5.._ . PR9PBSEBRIP RAPSTA. 14 243 5" - 12" CLASS B ai
10+00.00 (E -E) n U° r/ J f, f a 2- 6❑' HDPE
`l v ` t, I/ /Ir ^ +00.00 (E -E) (SEE SHEET C9-1) a ❑ CONST CT)100 r ' v
o l� / P z `� 1 PRePOSEE)TOP OF BERM
EXISTING o $ f ❑ ROADSIDE DITCHPLUG / r SrVi�LL ROAD 7 4 _
TDP OF BANK 8.731 , J a D u } , ALIGNMENT
Q d R 921± n D {� ' a',Z�y UTURE _
4 'S ?fit] 'b PRGP96EB 87 ROCK PAD
1� D a 4� Q a a• $ n c ° o �p ' LARGE SIZE MINE REJECTS
$ 6 V 0f��) �7 r�n�j ° O �1 O a O i r O• nom` o O O �a (R I
p n �f P LT a pV W D u 4 v °r i/ .�• `%L] �('�
V � �j
❑ ° ° o� Q 09 4 ❑ p U o it ,�. fl o P 4 L! 9-0t r ''9.571 o Q ` i/ ,/ r PROPOSED DITCH FILL
PIPE CROSSING DETAIL F/ / ,<
1.9.57±
Q v
n Q C7 rr": u a (SEE SHEET C9.1) y,/ i C" _ PRePg5EBFLOW ARROW
Q<r f 1{l o a p a y ft.i --T100'
Q a r ROADSIDE DITCH PLUGv
o LLLjjj p i 8.781 d o a Q� a ,� �i 4 Ip PRBPASEBStOFF ARROW
a '1 . a 4 o
t o lJ 0 0 0 ! D D / f, D (i \�D�I
; PRBPGSEB
s `, ° q V V / f• a n� a p o n ¢ Qp o f v� 7 a f i. i <7 p ' MAJOR PLUG
�] a ❑ f 9-73# r ! .. 9:251 �r (LENGTH =100')
c'
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4° ik i oETIt4G.�ITCH {} f 26PBSEBMINOR PLUG
FILLXIS
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9 27± 4 e !t 111/// -0 o TO MATCH EXISTING i _/ 0
v a r , , • p V °s� v p yGRADES ON EACH S Q �' / / n� '>
4 n
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15 PIPE AND
V RIPRAP
N y STING DITCH f ,i SV eO �p170±
;TD MATCH EXISTING` $ y PRE-CONSTRUCTION
yILL EXISURVEY SPOT ELEVATIONRADES ON EACH SIDE
• e o o s�
lsj' d
�, OF 50GRADING LIMIT U a p d /
� r f r ° � o F ILC] � PRE -CONSTRUCTION LIQAR
(FUTURE)
_ / a no� ELEVATION8371 6.491 93b PRE-CONST
`61
RUCTION SPOT
81250O 4OU D O O
A
ELEVATION
n / v �jj , �o Q ❑ 0 9.33:t /S [� 12.00 AS - BUILT SPOT GRADES
n �� o e 0 0 r/ �i J a4 ��]} P v 9 °� ❑ A U� 4 Q �{ d 0 bO CII i NOTE:
01 v / i ,.. a a p �p 4 6 o s ❑ d c v 04 // i J p v THIS LEGEND SUPERCEDES LEGEND ON
N r$-63± / r/ v Q ] I a b C7-2 WHEN CONFLICTING -
4 p^ f 8.771 q e W° Q b n D !, 50' EARTHWO" LIMITS
�? p � i ❑ �$ ° ° �9 jJ VV a {F TURF ' I90 ,' �} . 9y 9% n a W",
$n r, o r fro o O a ()D �/ b o D i o' / Q D
50' EARTHWORK LIMITS / Q 4 4
(FUTURE] r/ / tJ c a 4 v c 7 D 8.26± ,f
, /9-131 y i
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d 0 ❑ �� 8yi4 l i / 8.601:� �o O Q Q a Q o O a o- ° a 0 4a gf} �Q f/ f r n ° 2
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SHEET 81.5
° 4 % ° o
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8.281
a
a ❑ �I' Sr�E SM / ry/�. fi�. fs`STREAM 9.631 9.751 �SH�E1ggRg7p4 J —
UM c
KEY MAPALIGNMENT S"'{° V�
F GAIOr�
�•� 51.4 , CS
o s0 100 l50
" INE - See Sheet G4.41 r r SCALE IN FEET
vl1o.,- Na.: 1002
r
u DRAWN SY- RC
❑ATE: 01/16/14
SHEET:
G4.53
O
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a D
v7
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z
0
A
Minimum Elevalion
Maximum Elevation
Color
000
7.500
.
7.500
13.000
■
8.000
8.500
■
A
Minimum Elevation
Maximum Elevation
Caior
8.500
9-000
9.000
9-5Ap
■
9.500
10-D00
.
AS-BUILTS
Minimum Elevation
Maximum Elevation
Calor
10.000
70-590
10.w
17 -Opp
■
11.000
11-500
■
AS-BUILTS
Minimum Elevation
Maximum Elevation
Color
t1.500
13 -DM
73.600
18-000
■
16.00
25.000
■
AS-BUILTS

":� 10
LEGEND
' R9P65EB SPILLWAY
CG EL =17 ' GBHTRUEH 100' ^� (PYRAMAT TURF
_ - M1 ry ROADSIDE DITCHgLUG REINFORCEMENT)
_�� -= __ - ;; 6 � �•_~i `'� $ C3.� 01a? fYiBPBfiEBQITCH CROSSING
•�—1 — _ _ ._ _ _ __ . _
1 = i1 ; : (# 57 STONE)
- - _ - - _ -- �RBPBSEBRIP RAP
34(8-SSt _ - - - - �wn�
-7fi8_,_ 1D -- --- --- _ _ { -- -- Y3A~ - ��` �(5"-12" CLASSB]
40. _ ABF ( - -` --- PLUG EL '
Q �' v 9{963 _ �� 9.84 ._ -, 8 _ _ _ _.- _ _ - l _ _� y PRePOSEB TOP OF BERM
�-b a _ a� �, -' �. s 'h1-97± ,XL9 ' ee� 2 �_ _ .,e
.7 59t -
4 CONSTRUCT 160' , r/ ? - U O y = B - - = 1 U o _. PRAP96EB 87ROCK PAD
a s
ROADSIDE DITCH PLUG /' f. ,I Q SMALL �~ p ie� i��— :. ( LARGE SIZE MINE REJECTS)
° 4 (FUTURE) �/' / a fl Fff94 �Z93t�-=.r_ ._
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r! r ALIGNMENT. 3 Q e V O p} 1. 1 //
+' r -. � � / / FIR6P69Ef}DITCH FILL
{�a�? CONSTRUCT 190'
[j3o r. ,' ` j� 0 ~' o
9 Tu p (l ( Ft A1DE DITCH PLUG �L a y �! }I ] .- .- fRBP85EE) FLOW ARROW
' r q �J 9.971 r r/ 1�28t p bV O`J 9(p(FUTURE)
U /
a rTY Q a a
,
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a {� pa o o �,• 0 py �p °n` evd�?U ° o�vS �i 9�r/rr
rk,/i / t•�//f�/, p(��jhJo 1 oQ aDQ ��] b❑ Uo Q V g�ov �V A�nQ p4� Q4aP7Q�JI I ❑0 v oQ O �a ❑a 11la ti� � �a �a c rr,f/!/ frf Q� �LLf11 �
n•a
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P O {LENGTH =1G
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4
n RIPRAP
0 DQ ,' / / Q ❑ o P Q A d D O
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/ d n � � c � � � SURVEY SPOT ELEVATION
a
a a
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,Iy .77� OaELEVATION
O0OO
J / ' �! _ (� ❑ OF 6Y GRADIN L p T /. PRE -CONSTRUCTION SPOT
6 X1250
CoFILL EXISTING DITCH_' ❑ ❑ ° ❑ h{} ELEVATION
4 V / 1D4gtATCH EX ' AS -BUILT S
POT GRADESrGRADES ON.EACH SIDE
b
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OF 50' GRADING LIMIT�� ! ,' , o ° 0 0 r / 6 NOTE:
/ 9 f' e❑ THIS LEGEND SUPERCEDES LEGEND ON
° a� p r7 (FUTUPE]... / (� a ,
0 a D23t / / ' U
4
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a a9 � � � ,o. o q ° � / � �g C7-2 WHEN CONFLICTING-
6 0 � O nn D, r ° ❑ 9 � � a v ❑ C1 � A n � a � � �7
L3tj n
❑ G i t ❑ �]f� V t
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4[7 d o Qa e O
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50' EARTHWORK LIMITP9' ]/_�j { j��j �j {y(S�
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p a V V "15 [� Y ❑ Q .✓ / , / Il 4 19 Ej DENOTES THIS SrrEE'
v Vy aQ 9.871 /// /' 4 tl �� D (� �46 f/ ❑ �° a is
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do Li 4 " • , DC7 0
t s� iysw Q D n a o u a q a p/7�j �1 a sl o y o
p' AS.rRE n+ o q.87 ' . { r� o ' g p ❑ r� ��[][}■y�[ o Y' 1
1 0 50 100 1$0
¢ ❑ a 5tl� (��^ �/�j / ' f �r'i/"� e°p- e 4 �/�7L�� 15 D ]�j� �{7L IJ Q r t� SCALE IN FEET
�/`
AS -BU ILTS
O
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94
O
z
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I=Ro.i- Na. 1002
wAwm er: RC
HATE: 01/18/14
SHEET:
G4.54
Mlnlmum Elevalion
Maximum Elevation
Color
0-000
7.500
■
7.500
13.000
■
8.0D0
5.500
■
AS -BU ILTS
O
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94
O
z
,L
I=Ro.i- Na. 1002
wAwm er: RC
HATE: 01/18/14
SHEET:
G4.54
Minimum Elevation
Maximum Elevation
Color
8.500
9-000
I;:
IMOD
9-500
■
9.500
10 -DW
.
AS -BU ILTS
O
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94
O
z
,L
I=Ro.i- Na. 1002
wAwm er: RC
HATE: 01/18/14
SHEET:
G4.54
Minimum Elevation
Maximum Elevation
Color
10.000
70-590
I;:
10.500
17-D0D
■
11.000
11-500
■
AS -BU ILTS
O
�3: U
94
O
z
,L
I=Ro.i- Na. 1002
wAwm er: RC
HATE: 01/18/14
SHEET:
G4.54
Minimum Elevation
Maximum Elevation
Color
t1.500
13 -DM
73.000
16-00
■
16M00
25.000
■
AS -BU ILTS
O
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94
O
z
,L
I=Ro.i- Na. 1002
wAwm er: RC
HATE: 01/18/14
SHEET:
G4.54

n
40 100'
ROADSIDE DITCH PLUG
1� �Y�IIH�SiR.71
v
1
IV
SF, C
Fes' -
��� - - _ .��ROAf]SIpE�GH PLUG
LEGEND
N
r 'R9PBSEB SPILLWAY k
r ` ; (PYRAMAT TURF
REINFORCEMENT) c3cLz
PRBPB5EEDITCH CROSSING z
' K {# 57 STONE} a
ii � . ! - Ci (S" - 12" LASSB Rip RAP
' T: � I R p$JC � 5" - 12" CLASS B)
* 4 f IL
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ox
_ - • ° �� i7 10 0 PRAPOSEB 87 ROCK PAD
_ �w " (LARGE SIZE MINE REJECTS)
-- a� ..
R6P69Ef}DITCH FILL
-7d± - - `�_- -- ----- - - -
-. 1"7 4 'ti ✓� �y ofRBP85EE) FLOW ARROW
p p
b3�._ —t i -30sitti �p _ - k-`--�--
PRBP9SEI} SLOPE ARROW
"D pOD
Q 4°' �J�E4B- _� a` Q 0
0 0 ❑ `ROADSIDE IT I 4Ljq n ./f ,' /i D o✓ V �f� y� d - �R6PB5E�
p d O �l ]� o D / ..�i fit o d y +J p e {� �� ° o❑ 4 Q---.. c!T i y� tom} MAJOR PLUG
] 4 Mod
0 ❑� QP e� / } f I e O u e pvv c ❑ CO�ISTRt1CT 100' a ! //i•� �� u a {LENGTH =100 ]
o P ❑ 0 D • Q ❑ [�y 0 4 Q _ GRpADS1DE DITCH PLUG 50 /
p o �� u ❑ q o . A 'iy �1 y� Y d O a o� e �a IFUTUF E} a y� Yy 0 �p ° _ PRE)PB5EBMINOR PLUG
L�11 d v o n id.97t @ v
t 9 dU ° �{ LENGTH = 50'
° ° 6Q'•°' .. iy , Qr �a ° 1J O °, Q 4 , q v �J�U,.. �, / f/ °,°n
FILL ExfSTING DITCH /f ` j q Q 4 d� 1� b n p �i ,f a 9� PRBPBSEI}PIPE AND
A V� TC MI�TCH EXISTING . / ,/ f U a e� a @ ° q Q ❑ a �n (j La a �i 11.441 �' /r y' RIPRAP
n i RADE$ (?N EACH SIDE •.. .� ' , G 4 Q 9 �S // ���� Q
Q OF 50' GRADING LIMIT / , V e D 041 cl ❑ x q /� ! ` } If y PRE -CONSTRUCTION
0 0 ° C Q �. (FU RE) v , ❑ D r / ,aD *V SURVEY SPOT ELEVATION
0 LLL111�r,• fl 6 d '�uv
d 4 °� PRE -CONSTRUCTION LIDAR
❑' 0.453 r7 i e n FILL EXISTIfaIG DITCH i �-
Q VV q p o , _y a' ,k ,/ 10 P p Q�nLl to Q,°.a� A v f) MAT61 EXISTM'. , � , ,°� ° ELEVATION
V O 1 f ' / 6 d� u � p VP O ❑ ° Q AES ON EACH SIM
0� LSi PRE -CONSTRUCTION SPOT
q b `7 ra •.. , OF 50' GRADIING;tIw /✓ `/ . 012 50
y o R a s °�/�yP Qpe2Jfl q ae ° °`'Y' ,/kk r,f' ° �pGp c. 4�UQ[ lf1q� qfp d pQ ' ❑ UU l��4m���S �� 0�E
� i�a p .
12.00
ELEVATION
BUILT S
POT GRADES
o W71t AS
� Q NOTE:
10-84± RIL1LEGEND
a / C_2 WHEN CONFLICTING -
ON
17A,P ° P a °° 40 °
a p
b a D ULMLTS 1/ , o n n Pd j d p �D 9pD�q 7�da9 ° yfv/y 1Dc 114 y
D I n
9 c } d iy t7 O 4 a p ti �� O �V �� dP q
Q
a �! ❑ 4 a d 1 C, % V � . � � p � � w n
u (uf V 9 �} YEARTHW klfLIMA
1Q.[2]2t+ /� B �ee °e4 P � 119 4O Q V " 1
p p Q T�� o p 6 °. 4 0 4 "?j [� O f/ / `• u ��
d o• ' ° L1 r1 4 V a ° is
13 /.. � a � �Q � v (� � 04 O�❑ � 10.76
e o /
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� t IJ V lA�O
a Q a c vi0.57 a 6 Q� ff �n Pa oL ly !] ❑ tl fl /
9 Q o �� ❑ � 9 ° 0 0 .%/ � �(� ° V ��y� 4 � 0 � a a I:1° ,a � v � a � D� p q "� � / yi fy
q° lr 0„ 9.93±
& d 6 {�vj��y - 9 � p [] (1 / ki� @ KEY MAP
`+'� Q e Y �y f
Q {r" Q 4 o�d o� trfl pP a a DQ Q °
o 50 100 1s0
q° SCALE IN FEET
}� n
L 1n ok - nil e_� _c_�
DRAvym er: RC
HATE: 01,'16114
SHEET:
C4.55
O
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❑
0
7
AS -BU I LTS
Mlmun m Elevalion
Maximum Elevation
Color
0-000
7.500
■
7.500
13.000
■
8.00
5.500
■
AS -BU I LTS
Minimum Elevation
Maximum Elevation
Color
8.500
9-900
IRP
9.000
9-500
■
9.500
10-000
.
AS -BU I LTS
Minimum Elevation
Maximum Elevation
Color
50.000
70-590
IRP
t0.50p
17 -ODD
■
71.000
77-500
■
AS -BU I LTS
Minimum Elevation
Maximum Elevation
Color
t1.500
13-000
Is
73.000
18-M
IN
16.00
25.000
■
AS -BU I LTS

SMALL ROAD
ALIGNME
❑
FJFISTING;ROADSI
•. in
..10�i71—
C v�1.00t y
0-221'_a, r
CONSTRUCT 100• J
q �
p c � a aaoslDE DITCH PLUG C, is ° • � '
�� n v o ° ° a (FUTURE) /
t b
(] V� ti a o V Y/� w FILL EXISTING DITCH
— V a ° Va ° TO MATCH EXISTING /
y 4 a q Q c GRADES ON EACH SIDE j /
Li d P OF SO' GRADING LIMIT I
�
(FUTURE) 1S
b ❑ Q� � T�� jjjjjj������//�/��� nnit " 6 Q 10.41t
�dd Q
o A
a¢ 0,!r Q
}b Q �7.Y 0 vel,u 0CD
o ' ' -pp'' /
50EARTHWORK I I.4 r
�4Q VD O bQ ❑ Q {1 ° b` d _
a {FUTURE}
[Q (7
z � o b Q � 0 � ❑ � Vp ,,,, �a 4� V - TQ.59t
a
a # P 9 4R��V d f7 �v u 6❑e� � •� � 4a� � � p p �� 0
c a
v�� V VVI pf arrii� a o10861
o
ale°Sop7 44
i Mlnlmum Elevalion
Maximum Elevation
Color
Color
8.500
9-000
0-000
7.500
■
7.500
13.000
10-000
8.00o
8.500
If
1 i 6q n °o �•^ �� Q a A LEGEND
PRePE) sEB SPILLWAY
o (PYRAMAT TURF
REINFORCEMENT)
l )
f'
❑�� IF_ RBPB5EB DITCH CROSSING
T. -, {� a jY} j (#5lSTONE)
I IS�V�x i� a W f°RBP85EBR[P RAP
�(5`-12• CLASSB]
f'RAPASEB TOP OF BERM
f (f PRBPOSEB 8" ROCS PAD
O {)�( G v ( LARGE SIZE MINE REJECTS ]
RBPOSEEDITCH FILL
�f��l��'' ❑ 0 ab df p� �Jn 0 Q] + - fRBPBSEB FLOW ARROW
' • . I} a 4 ~ PRBRB5EFSLOPE ARROW
p
0
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g* TING ROADSIDE 5 MAJOR PLUG
DITCH , a Q o �x] '7 e (LENGTH = 100')
{ 0 = d
11.601 � y-` r� �+Qp a� •J MINOR PLUG
np ° Gia7C► 1 0� Q trp _ [LENGTH 5Q']
❑ (i�/' . 12.5811.081 r ;�({0.A3t V D , C
12A7tiC// , ✓ 1 A o b Q a y �R6PeSEB PIPE AND
RIPRAP
vb PRE -CONSTRUCTION
fif ./ /�//' ❑��LLLiii 1:°1 d83 p, '`J� �, /�f✓/ / ' � ' .�11:04 ° �° Q p 4a q °4° o-0�G 6 �b�•1 Do
0
1❑Q
f���p 0 � toy •�Q ._.,
? SURVEY SP
OT ELEVATION
v10."t 11'33° 6 PRE CONSTRUCTION LIDA
R
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f12 5Q PRE -CONSTRUCTION SPOT
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TO MATCH EXISTING olD AS - BUILT SPOT GRADES
GRADES ON EACH S{DE NOTE
OF 50'GRADING LEXISTING DITC
[ 10-713 (FUTURE} i f� r a . ❑ �p a pie �1 THIS LEGEND SUPERCEDES LEGEND ON
✓ 17.6Dt / 9 o a C1-2 WHEN CONFLICTING-
v D �❑6 �'�/ // � ti � � ° d 9 a v
L �Q_ y p
50' EARTHWORK LIMITS _ � / // / ❑ � � ) �o a
(FUTURE ' / .. 7. o o� L0
17.281 as �V -0 ��❑1 a,
77-733 0 � � r U a
❑
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10.7�t 9 Q C/7
d
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/ / • • i O ❑ L7 4 a �(1 • 6 ' / / 9 (1 4 p o ,a 1� P' {
q Q 17e
i l fY y/ a /h X/ 10.971 4
p 4 ° p a o 11.fi3# / \'n Q0 ti tl KEY MAP
CONSTRUCT 50' / / / 0
f 1 50t0 4 p AFIELD DITCH PLUG '
A ,I?. Poo, IJTUREj o C1 a i o Sv +00 150
Q _
s-
��f��,,SCALE IN FEET
o
Minimum Elevation
Maximurn Elevation
Color
8.500
9-000
l;:
9A00
9-500
■
9.500
10-000
.
1 i 6q n °o �•^ �� Q a A LEGEND
PRePE) sEB SPILLWAY
o (PYRAMAT TURF
REINFORCEMENT)
l )
f'
❑�� IF_ RBPB5EB DITCH CROSSING
T. -, {� a jY} j (#5lSTONE)
I IS�V�x i� a W f°RBP85EBR[P RAP
�(5`-12• CLASSB]
f'RAPASEB TOP OF BERM
f (f PRBPOSEB 8" ROCS PAD
O {)�( G v ( LARGE SIZE MINE REJECTS ]
RBPOSEEDITCH FILL
�f��l��'' ❑ 0 ab df p� �Jn 0 Q] + - fRBPBSEB FLOW ARROW
' • . I} a 4 ~ PRBRB5EFSLOPE ARROW
p
0
• f i�� . , O o p ° o a ° up � •a r°[�/] PR6PB5EB
g* TING ROADSIDE 5 MAJOR PLUG
DITCH , a Q o �x] '7 e (LENGTH = 100')
{ 0 = d
11.601 � y-` r� �+Qp a� •J MINOR PLUG
np ° Gia7C► 1 0� Q trp _ [LENGTH 5Q']
❑ (i�/' . 12.5811.081 r ;�({0.A3t V D , C
12A7tiC// , ✓ 1 A o b Q a y �R6PeSEB PIPE AND
RIPRAP
vb PRE -CONSTRUCTION
fif ./ /�//' ❑��LLLiii 1:°1 d83 p, '`J� �, /�f✓/ / ' � ' .�11:04 ° �° Q p 4a q °4° o-0�G 6 �b�•1 Do
0
1❑Q
f���p 0 � toy •�Q ._.,
? SURVEY SP
OT ELEVATION
v10."t 11'33° 6 PRE CONSTRUCTION LIDA
R
�� ELEVATION
f12 5Q PRE -CONSTRUCTION SPOT
' ELEVATIONFNG DTCH c � � 0g
TO MATCH EXISTING olD AS - BUILT SPOT GRADES
GRADES ON EACH S{DE NOTE
OF 50'GRADING LEXISTING DITC
[ 10-713 (FUTURE} i f� r a . ❑ �p a pie �1 THIS LEGEND SUPERCEDES LEGEND ON
✓ 17.6Dt / 9 o a C1-2 WHEN CONFLICTING-
v D �❑6 �'�/ // � ti � � ° d 9 a v
L �Q_ y p
50' EARTHWORK LIMITS _ � / // / ❑ � � ) �o a
(FUTURE ' / .. 7. o o� L0
17.281 as �V -0 ��❑1 a,
77-733 0 � � r U a
❑
Q % •/ 4
ZZL a)
ISTIN DIT Hr% 0 a o l �e o
10.7�t 9 Q C/7
d
j Q O UUU e 0 a ° N
/ i i,a LS V P r% 4 G 11.581'. /✓ d
/ / • • i O ❑ L7 4 a �(1 • 6 ' / / 9 (1 4 p o ,a 1� P' {
q Q 17e
i l fY y/ a /h X/ 10.971 4
p 4 ° p a o 11.fi3# / \'n Q0 ti tl KEY MAP
CONSTRUCT 50' / / / 0
f 1 50t0 4 p AFIELD DITCH PLUG '
A ,I?. Poo, IJTUREj o C1 a i o Sv +00 150
Q _
s-
��f��,,SCALE IN FEET
o
Minimum Elevation
Maximum Elevation
Color
50.080
70-590
l;:
t0.50p
17-000
■
71.000
77-500
■
1 i 6q n °o �•^ �� Q a A LEGEND
PRePE) sEB SPILLWAY
o (PYRAMAT TURF
REINFORCEMENT)
l )
f'
❑�� IF_ RBPB5EB DITCH CROSSING
T. -, {� a jY} j (#5lSTONE)
I IS�V�x i� a W f°RBP85EBR[P RAP
�(5`-12• CLASSB]
f'RAPASEB TOP OF BERM
f (f PRBPOSEB 8" ROCS PAD
O {)�( G v ( LARGE SIZE MINE REJECTS ]
RBPOSEEDITCH FILL
�f��l��'' ❑ 0 ab df p� �Jn 0 Q] + - fRBPBSEB FLOW ARROW
' • . I} a 4 ~ PRBRB5EFSLOPE ARROW
p
0
• f i�� . , O o p ° o a ° up � •a r°[�/] PR6PB5EB
g* TING ROADSIDE 5 MAJOR PLUG
DITCH , a Q o �x] '7 e (LENGTH = 100')
{ 0 = d
11.601 � y-` r� �+Qp a� •J MINOR PLUG
np ° Gia7C► 1 0� Q trp _ [LENGTH 5Q']
❑ (i�/' . 12.5811.081 r ;�({0.A3t V D , C
12A7tiC// , ✓ 1 A o b Q a y �R6PeSEB PIPE AND
RIPRAP
vb PRE -CONSTRUCTION
fif ./ /�//' ❑��LLLiii 1:°1 d83 p, '`J� �, /�f✓/ / ' � ' .�11:04 ° �° Q p 4a q °4° o-0�G 6 �b�•1 Do
0
1❑Q
f���p 0 � toy •�Q ._.,
? SURVEY SP
OT ELEVATION
v10."t 11'33° 6 PRE CONSTRUCTION LIDA
R
�� ELEVATION
f12 5Q PRE -CONSTRUCTION SPOT
' ELEVATIONFNG DTCH c � � 0g
TO MATCH EXISTING olD AS - BUILT SPOT GRADES
GRADES ON EACH S{DE NOTE
OF 50'GRADING LEXISTING DITC
[ 10-713 (FUTURE} i f� r a . ❑ �p a pie �1 THIS LEGEND SUPERCEDES LEGEND ON
✓ 17.6Dt / 9 o a C1-2 WHEN CONFLICTING-
v D �❑6 �'�/ // � ti � � ° d 9 a v
L �Q_ y p
50' EARTHWORK LIMITS _ � / // / ❑ � � ) �o a
(FUTURE ' / .. 7. o o� L0
17.281 as �V -0 ��❑1 a,
77-733 0 � � r U a
❑
Q % •/ 4
ZZL a)
ISTIN DIT Hr% 0 a o l �e o
10.7�t 9 Q C/7
d
j Q O UUU e 0 a ° N
/ i i,a LS V P r% 4 G 11.581'. /✓ d
/ / • • i O ❑ L7 4 a �(1 • 6 ' / / 9 (1 4 p o ,a 1� P' {
q Q 17e
i l fY y/ a /h X/ 10.971 4
p 4 ° p a o 11.fi3# / \'n Q0 ti tl KEY MAP
CONSTRUCT 50' / / / 0
f 1 50t0 4 p AFIELD DITCH PLUG '
A ,I?. Poo, IJTUREj o C1 a i o Sv +00 150
Q _
s-
��f��,,SCALE IN FEET
o
AS -B U I LTS
5; E
�X
ON
L J
cRo.l- Na: 1002
wAwn an RC
HATE: 01116114
SHEET:
04.56
Minimum Elevation
Maximum Elevation
Color
E1.500
13-000
73.000
18-000
■
SB.000
25.000
■
AS -B U I LTS
5; E
�X
ON
L J
cRo.l- Na: 1002
wAwn an RC
HATE: 01116114
SHEET:
04.56

LILT . 11IY + L I I IM
`' aA ❑ a� ,� u LS D � 0✓�� ii � 4 [1 c
Q
❑a
yJ per" Z: --D
Q
Q
❑ 0. EXISTING DITCH TDP OF
U Ag
� e
EXISTING DITCH J
i ate'. Al D AZ ° 0 g1 r
i l
° P
�EXISTT�MG—G-VRL Q
PSS PHOf�l.f D
9 C
P
T�
D
NORTH PROPERTY
Q 4LIGN�
� 1
LIJ
V
a~
NORTH PROPERTY LINE
ALIGNMENT
y EJ Snnnl.L ROAD _o b ,
�. ALIGNMENT
+0`tE El
Al
i4XIST1IN
f 1
..
N
`•
0"000
7.500
■
7.500
8.000
s
-
8.500
■
3
0
9B
o
�
I
1.5D
7QP OF
BAMS
Ski
`
LL
ILL3
o
0
LL
a
0
a
0
I
Q
0
N
"aa
I "
° ¢
° Aa 09
i4XIST1IN
Minimum Elevalion
Maximum Elevation
Color
0"000
7.500
■
7.500
8.000
s
8.000
8.500
■
i4XIST1IN
Minimum Elevation
Maximum Ele, 9
Color
8.500
9"000
GRADE
9.000
9-w
■
9.500
10.011
.
i4XIST1IN
Minimum Elev95on
Maximum Elevation
Color
10.000
70"590
GRADE
70.500
11 -DDD
■
11.000
11500
■
i4XIST1IN
Minimum Elevation
Maximum Elevstion
EXISTING
k4t
GRADE
(k4#1
38 -DDD
■
16.00
25.000
S
m
+,
1
DITCH
IL IL ° }p
o
o �
+ 1
� f .50 �
PRBPBSE9 BER�b
L ? a
PIPE CROSSING DETAIL
(SEE SHEET C9-1)
11.Y,7; Li
STA. 15-
-2-18" F
(SEE SH
0
aim, nr -
- � i4. ��}-_fir __ .-- ---- -_ ►
r
Minimum Elevation
Maximum Elevstion
Color
11.500
13 -DM
�fl
13.000
38 -DDD
■
16.00
25.000
■
r
L
AS -B U I LTS
LEGEND
k
PR'BPBrsEB SPILLWAY �
(PYRAMAT TURF
a° REINFORCEMENT) c i
pit m Q w
r �• * PRBP95EBDITCH CROSSING a i
(# 57 STONE)
w PRBP85EBRIP RAP
5" - 12" CLASS B ]
_ f'RAPASEB TOP OF BERM = J
DPRBPOSEB8" ROCK PAD W
( LARGE SIZE MINE REJECTS)
+'RBPBSEBDITCH FILL £
M m Ry c
o
rv- fReP85EBFLOW ARROW a ~ 2
P R6P85EB SLOPE ARROW
X
�RBP85EB �= .
MAJOR PLUGMmd "
(LENGTH= 100') s s
-PRSPBSEBMINOR PLUG
(LENGTH - 50')
PR8P85EBPIPE AND
RIPRAP
05 PRE -CONSTRUCTION
SURVEY SPOT ELEVATION
PRE -CONSTRUCTION LIDAR
ELEVATION
2$� U
X12 5D PRE -CONSTRUCTION SPOT Y
ELEVATION
a
AS -BUILT SPOT GRADES 0
41 I� NOTE: ¢ z
o 0
THIS LEGEND SUPERCEDES LEGEND ON
LL
C12 WHEN CONFLICTING.
4
rI� W
BBMSTRUeT 100' _ P
ROADSIDE DITCH PLUG ,
Q7
(n
c�
L
IZ
a Z
i= Q
� J
rCL
�
0 t J
IC Z
LL
KEY MAP (0 U
x
F-
O
(i
N v
0 50 100 S0
SCALE IN FEET
PRO. Na.: 1DD2
GRA'+YN BY RC
:EV. Ho. DATE DESCRIPTION DATE: 01/16/14
SHEET-
G4.65

4
li
o° oP
t EXISTING DITCH
(PARTIALLY FILLED)
G G
q
'a
e 2
Minimum Elevation Maximum Elevation Color Minimum Elevation Maximum Elevadan Calor
8.500 9-000 10.000 70-590
9.D0 9-5A0 ■ 70.5W 17 -DW ■
9.500 10 -DW . 11.000 11-500 ■
Minimum Elevation
Maximum Elevation
Color
(Low
7.500
.
7.5W
13.000
■
8.OD0
8.500
■
1
! � 'ry �� � � w- -7 LEGEND
1 II ti !p r PR6P65EeSPILLWAY k y
(PYRAMAT TURF
__++ { ' REINFORCEMENT) c z
N 00
3 < 7r • - fRAPBSEB DITCH CROSSING
+ + a yIF(# 57 STONE)
I 4 ^ t ■" r r' , -- PR6PB5EB RIP RAP
? �� i F (5" - 12" CLASS B ]
U!ft. MR -� r _ f'RBP95E$TDP OF BERM
� �• \off !r+
Q ' � ❑ a - {� �FIRGP96EB•87 ROCK PAD
( LARGE SIZE MINE REJECTS)
f �' ♦ / / F%P66E5DITCH FILL
�N
fR9PBSEB FLOW ARROW
Q,o o,o= D do a PRgpBSF-13SLOPE ARROW
i 5
PRBPB5EB
i MAJOR PLUG
(LENGTH = 100')
SSC f..` i Ir
PRBPBSEBMINOR PLUG
I a1 ?!l a* =tah ei �' (LENGTH = 5Q')
�hl O1 w 1
!� 4-0 ASEB PIPE AND
fV RIPR
1 1 • �� RIPRAP
' ` ■ y PRE -CONSTRUCTION
SURVEY SPOT ELEVATION
it J'�SA $. PRE -CONSTRUCTION LIDAR
*r9y �� R 01oLflP L Q-qy 'Ogg ELEVATION
U
i 1 J 3af 12 50 PRE -CONSTRUCTION SPOT M
�` ELEVATION - I-
I J 0i• v z
AS - BUILT SPOT GRADES � m 50
7 ! NOTE: ¢ 0
I + 7CG DITCH J -
iST1N
PARTIALLY FiLLE$� THIS LEGEND SUPERCEDES LEGEND ON O
,L
'� a 9� '� a�� age * C1.2WHEN CONFLICTING. n
I I Q I l,;
�+ r , m
Il
N
<1
ba
1
_4
SA
Minimum Elevation
Maximum Elevation
Color
E1.500
13 -DM
WAKN
73.600
18-0D0
■
16.00
25.000
■
<1
ba
1
_4
SA
KEY MAP
o so 100 150
SCALE IN FEET
AS-BUILTS
PRa-Na.: 1002
DRAWN SY- RC
—E: 01/36/14
SHEET:
C4.66
lw�m!mk&{�
Yi���IIY"�i'm�,�r
WAKN
' Ilf�pa�,�
wm��
0■M!�i'm�� ixa�I�
[U�ylm��,l
107100®SEM
.92m
mm. Imum®®Ir
n
KEY MAP
o so 100 150
SCALE IN FEET
AS-BUILTS
PRa-Na.: 1002
DRAWN SY- RC
—E: 01/36/14
SHEET:
C4.66

,If
A5-BUILTS
LEGEND
Minimum Elevalion
Maximum Elevation
Cdw
000
7.500
.
7.500
13.000
■
8.00
8.500
■
A5-BUILTS
LEGEND
Minimum Elevation
Maximum Elevation
Color
8.500
SAW
c z
9.000
9-500
■
8.500
10-000
.
A5-BUILTS
LEGEND
Minimum Elevation
Maximum Elevadm,
Calor
10.000
70-590
c z
70.500
17-000
■
11.000
1 11-500
■
A5-BUILTS
LEGEND
Minimum Elevation
Maximum Elevation
Color
E1.500
13-000
c z
73.600
18-000
■
16.00
25.000
■
A5-BUILTS
LEGEND
_
ir+ �R9R9��E&SPILLWAY
N
G y
8" ROCK PAD
M IIS {PYRAMAT TURF
REINFORCEMENT}
c z
9, R 1'. N IsN
IBS
PRBPBSEEDITCH FILL
N
p a
;831 ' 67 87 89
,-krP86EB FLOW ARROW
f'RBPOSEB DITCH CROSSING
i
B S LOP E ARROW
(# 57 STONE)
PRBP95E9 RIP RAP
L — ___j ( 5" - 12" CLASS B )
_
PRBPBSEETOP OF BERM
DPRBP9SEB
8" ROCK PAD
( LARGE SIZE MINE REJECTS)
9, R 1'. N IsN
IBS
PRBPBSEEDITCH FILL
_ BO ei 92
;831 ' 67 87 89
,-krP86EB FLOW ARROW
B S LOP E ARROW
PRBPGBEB
MAJOR PLUG
u +s
f
40
• -�
(LENGTH = 1001
CTZCAMA1 iGNRI[NT
t 1
PRBP6SE8MIN0R PLUG
(LENGTH = 59)
PROPBSEB PIPE AND
RIPRAP
�h PRE -CONSTRUCTION
SURVEY SPOT ELEVATION
PRE -CONSTRUCTION LIDAR
ELEVATION
Z � U
PRE -CONSTRUCTION SPOT 2
X1250 ELEVATION
12.90 O AS - BUILT SPOT GRADES
NOTE:¢ Z
�O
THIS LEGEND SUPERCEDES LEGEND ON Q
LL
C1.2 WHEN CONFLICTING.
LU
ED
1.
114 1oa I,0, *
NN
9, R 1'. N IsN
IBS
_ BO ei 92
;831 ' 67 87 89
i
u +s
f
40
• -�
-'-
91 C�
CTZCAMA1 iGNRI[NT
27�
� 23
—PROJECTBOiAVU4RY
vI ,E % i.
E] DENOTES THIS SHE+ -T
IA is
9
.
� 1 1 i
y PN75E3
m
n_n
Z
c Q
� J
� Z
aLL
KEY MAP (6 O Q
x
[Lo UI
o w lou ,w v
SCALE IN FEET
PRD.1- NO.: 1002
OPAWN SY- RC
EV - No. DATE DESMPnON DATE: O1116114
SHEET:
04.67
1
�rI A
�! 1
-------------

• WIT
LEGEND
4IV 7A
`t r 1 ;.,G PREIPBSE&SPILLWAYA (PYRAMAT TURF
G
REINFORCEMENT)seids'FRUST 50,
FIELD DITCH PLUGQ.° '' �r� I �� ~� 0•_
fRBPBSE$DITCH CROSSING
`I'"— ►r 400 �� a +j ' y °1 a 57 STONE) a
�• �� i R ro�4 �� � r -Ir v 00 PR6P95E9RIP RAP
( 5" - 12" CLASS B ]
141111A ` a �a lir 01�
'
_ f f -WALL ROAD ®$TOP OF BERM
`` t0� } ► ~ c { Y �� °' ALIGNMENT
1 — FS STING ROADSIDE
■� ti — RREWaSED 8" ROCK PAD
.I 1r"►- Y f f fl�� I- a'� a , ' �p S, ,l a ITCHC!
r * -410
MeS', r } p ti ( LARGE SIZE MINE REJECTS)
�. O
r + }_ •�r, M ,off PLUGEL= P�LU�G EL 11,5�2 —
PRBP9SEEDITCH FILL
* 11,22 5 -
y f • . f�Cp '° T� ~ ti'--="�__�-PReP86EB FLOW ARROW
ry ID ITCH PLUG o _-'�
F)
—Z—.
ARROW
OtiQ Y - __- �-
1 toy a b i �p�
O
OW A
0
I ° f I •°�
D
44 i
j p"f
1 p A$ 1
LL 7
S I'� na ►+
fl
4
PLUG EL = 1093
!I,� MAJOR PLUG
# 1 EXISTING ROAD (LENGTH = 100')
DITCH
PR9P(35Et} MINOR PLUG
(LENGTH = 50')
A b
tf `� [y ° tipyo- p PRBPGSE$PIPE AND
A �• RIPRAP
Q c
,0W I 1: E0 SJ 6 d o� ¢�6 Q " ° � � d d Q,5 PRE -CONSTRUCTION
°
oam p` � Qf SURVEY SPOT ELEVATION
y
Minimum Elevation Maximum Elevation OAor Minimum Elevation Maximum Elev9tian Color
8.500 9-000 10.000 70-590
7.500 $.000 ■ 9.ano 9-w ■ 1o.w 17 -DOD ■
W8.a00 8.500 ■ 9.500 to -000 . 11.000 11-500 ■
Minimum Elevation
Maximum Elevation
Minimum Elevation
Maximum Elevation
Cobr
8 (Low
7.500
■
■
16.00
25.000
{- I•. ry% c a� V 4 [k 9 �" PRE -CONSTRUCTION LIDAR
}J d 0 � a [o�g `tl n low ° ELEVATION 2
X12 50 PRE -CONSTRUCTION SPOT M
ELEVATION r
`_ t I, o p e o Y o �� 1a•pp AS BUILT SPAT GRADES n
r i i 11 UUU �] 4 v 3 Q ■)I- o
NOTE: <Z -
C O [if
Q
�. THIS LEGEND SUPERCEDES LEGEND ON
J( I G ❑59 rQ'Q C1.2WHENCONFLICTING.
W
.0 r C11 p p v
SMALL ROAD
I i ALIGNMENT $ P ° U
rI1 i a Dia­zvd nb �° N
N
1 JI 4 j
I `EXISTING ROADSIDE � o
DITCH g�` ' 1
o
ROADSIO '' •° �°
..I01 a d v ❑p 01
{'6
CL
Z
C Q
� J
J �
6 d ❑
DITCH 1 I LL
} a c a ¢ KEY MAP (6 O
[L o15 CL'
' I � M.oVEN
_• a 1 I n Q P vo SCALE IN FEET
11
A5—BUILTS
OPAwN By RC
DATE: 01116/14
SHEET:
04.68
Minimum Elevation
Maximum Elevation
Cdor
11.500
13-000
]
13.600
18-000
■
16.00
25.000
■
{- I•. ry% c a� V 4 [k 9 �" PRE -CONSTRUCTION LIDAR
}J d 0 � a [o�g `tl n low ° ELEVATION 2
X12 50 PRE -CONSTRUCTION SPOT M
ELEVATION r
`_ t I, o p e o Y o �� 1a•pp AS BUILT SPAT GRADES n
r i i 11 UUU �] 4 v 3 Q ■)I- o
NOTE: <Z -
C O [if
Q
�. THIS LEGEND SUPERCEDES LEGEND ON
J( I G ❑59 rQ'Q C1.2WHENCONFLICTING.
W
.0 r C11 p p v
SMALL ROAD
I i ALIGNMENT $ P ° U
rI1 i a Dia­zvd nb �° N
N
1 JI 4 j
I `EXISTING ROADSIDE � o
DITCH g�` ' 1
o
ROADSIO '' •° �°
..I01 a d v ❑p 01
{'6
CL
Z
C Q
� J
J �
6 d ❑
DITCH 1 I LL
} a c a ¢ KEY MAP (6 O
[L o15 CL'
' I � M.oVEN
_• a 1 I n Q P vo SCALE IN FEET
11
A5—BUILTS
OPAwN By RC
DATE: 01116/14
SHEET:
04.68

b
d
,fir o
Y� �p OFBANK
p_ cl Q o
'R T e 4 *D
r }�
D� C° Lill J
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O�
i
o --
- N -
g - —
7
A0.
❑ �C
NORTH PROPERTY L E
ALIGNM NT
I
EXISTING DITCH \
PHA TE w;_
4 Q {
EXISTING DITCH
�7 y� LL
0
9 EXISTING AITCH h
�\ N
a
0
0
I:" -
2.00
w2.00
2.00
r~ r
] �
OF it ,,�. ►��
o x .
a
N ; $
a X06 ; � � 1• <
'a
1.5U C5
to
o ,
to titi'
A� 1
ry9$' n11 f ' � ❑
�PR6PB9E$pITCH M {
1--PRBPEISL$BERM
n �9
12.43; 0*D i ❑'°
y'. 9 _ ■
1a t
�s ;A D
1 ,J
I O
0
12.40 ;
tv
9�
oI � f
�—IeP OF B0
T�
�. L
Minimum Elevation
Maximum Elevation
Cobr
GADO
7.500
■
7.500
$.DOD
■
8.00
8.500
■
I:" -
2.00
w2.00
2.00
r~ r
] �
OF it ,,�. ►��
o x .
a
N ; $
a X06 ; � � 1• <
'a
1.5U C5
to
o ,
to titi'
A� 1
ry9$' n11 f ' � ❑
�PR6PB9E$pITCH M {
1--PRBPEISL$BERM
n �9
12.43; 0*D i ❑'°
y'. 9 _ ■
1a t
�s ;A D
1 ,J
I O
0
12.40 ;
tv
9�
oI � f
�—IeP OF B0
T�
�. L
G DITCH
A5—BUILTS
LEGEND
ti �R9R9��E&SPILLWAY G
❑ (PYRAMAT TURF r
REINFORCEMENT} W o z
PRBPBSEE)DITCH CROSSING ajz
(#
L-
57 STONE) a
PR6PE)SE9RIP RAP
( 5" - 12" CLASS B)
_ PR6PBSEETOP OF BERM
A DPR61P9SEB 8" ROCK PAD
( LARGE SIZE MINE REJECTS)
r / / PR6PBSEEDITCH FILL
r
•� .-.. -PReP86EB FLOW ARROW
! PRF)P65EBSLOPE ARROW
PREIPGSEB
MAJOR PLUG
(LENGTH = 100')
e t 1 PRAP65E'E MINOR PLUG
(LENGTH = 50')
P%PeSEB PIPE AND
RIPRAP
y 0y PRE -CONSTRUCTION
a0 SURVEY SPOT ELEVATION
D r,
PRE -CONSTRUCTION LIDAR
ELEVATION
Z U
? PRE -CONSTRUCTION SPOT
4v
X1250 ELEVATION
7
UTHIS
Minimum Elevation
Maximum Elevation
CoiGr
8.500
SAW
9.000
9-5AD
■
8.500
30-000
.
G DITCH
A5—BUILTS
LEGEND
ti �R9R9��E&SPILLWAY G
❑ (PYRAMAT TURF r
REINFORCEMENT} W o z
PRBPBSEE)DITCH CROSSING ajz
(#
L-
57 STONE) a
PR6PE)SE9RIP RAP
( 5" - 12" CLASS B)
_ PR6PBSEETOP OF BERM
A DPR61P9SEB 8" ROCK PAD
( LARGE SIZE MINE REJECTS)
r / / PR6PBSEEDITCH FILL
r
•� .-.. -PReP86EB FLOW ARROW
! PRF)P65EBSLOPE ARROW
PREIPGSEB
MAJOR PLUG
(LENGTH = 100')
e t 1 PRAP65E'E MINOR PLUG
(LENGTH = 50')
P%PeSEB PIPE AND
RIPRAP
y 0y PRE -CONSTRUCTION
a0 SURVEY SPOT ELEVATION
D r,
PRE -CONSTRUCTION LIDAR
ELEVATION
Z U
? PRE -CONSTRUCTION SPOT
4v
X1250 ELEVATION
7
UTHIS
Minimum Elevation
Maximum Elevatian
Color
10.000
10-590
70.500
11 -DAD
■
11.000
11-500
■
G DITCH
A5—BUILTS
LEGEND
ti �R9R9��E&SPILLWAY G
❑ (PYRAMAT TURF r
REINFORCEMENT} W o z
PRBPBSEE)DITCH CROSSING ajz
(#
L-
57 STONE) a
PR6PE)SE9RIP RAP
( 5" - 12" CLASS B)
_ PR6PBSEETOP OF BERM
A DPR61P9SEB 8" ROCK PAD
( LARGE SIZE MINE REJECTS)
r / / PR6PBSEEDITCH FILL
r
•� .-.. -PReP86EB FLOW ARROW
! PRF)P65EBSLOPE ARROW
PREIPGSEB
MAJOR PLUG
(LENGTH = 100')
e t 1 PRAP65E'E MINOR PLUG
(LENGTH = 50')
P%PeSEB PIPE AND
RIPRAP
y 0y PRE -CONSTRUCTION
a0 SURVEY SPOT ELEVATION
D r,
PRE -CONSTRUCTION LIDAR
ELEVATION
Z U
? PRE -CONSTRUCTION SPOT
4v
X1250 ELEVATION
7
UTHIS
Minimum Elevation
Maximum Elevation
CQIor
11.500
13-OD0
13.600
16-0D0
■
16.00
25.000
■
G DITCH
A5—BUILTS
LEGEND
ti �R9R9��E&SPILLWAY G
❑ (PYRAMAT TURF r
REINFORCEMENT} W o z
PRBPBSEE)DITCH CROSSING ajz
(#
L-
57 STONE) a
PR6PE)SE9RIP RAP
( 5" - 12" CLASS B)
_ PR6PBSEETOP OF BERM
A DPR61P9SEB 8" ROCK PAD
( LARGE SIZE MINE REJECTS)
r / / PR6PBSEEDITCH FILL
r
•� .-.. -PReP86EB FLOW ARROW
! PRF)P65EBSLOPE ARROW
PREIPGSEB
MAJOR PLUG
(LENGTH = 100')
e t 1 PRAP65E'E MINOR PLUG
(LENGTH = 50')
P%PeSEB PIPE AND
RIPRAP
y 0y PRE -CONSTRUCTION
a0 SURVEY SPOT ELEVATION
D r,
PRE -CONSTRUCTION LIDAR
ELEVATION
Z U
? PRE -CONSTRUCTION SPOT
4v
X1250 ELEVATION
7
UTHIS
[12.0[1 AS BUILT SPAT GRADES
NOTE:¢
LEGEND SUPERCEDES LEGEND ON
z
O
O
�
Q
C1.2 WHEN CONFLICTING.
�
m
FI1 10} 1
=, -
qQl 64 1 R� I96 67
gp at S2 E3 6E .M BT 8a
A 70 71 ?2
ld B7 X56'
43 )14
31 _ fl7
31 32- STREAM ALIGNMENT y+� !
-- 27� 26° PRO.IECT SGUADARY Q
1b 1B AENpTES TFl7S S 15Er J
PHASE 7 '. r
19 11 ❑ i I�j
$ 7 T PNASE3
LL ❑
KEY MAP (6 O Q
x
O
o Ur
o w loll ,su
SCALE IN FEET
PRUJ. NO.: 1002
DFAwN By RC
:EV -No. DATE DESMPnON DATE: 01116/14
SHEET:
04.69

w
■
_ A
Minimum Elevalion
Maximum Elevation
' 0 i
000
r 1
■
7.500
13.000
■
8.00
8.500
■
-
,-krn-86EB FLOW ARROW
T'
- 32 -� .�
31
STREAM P1iGNMFNi
27 76't
Ii `
r
— PROJECT SGUADARY
Y,22
— 's IR
E:1 DENOTES THIS SHEET
14 15
. PHASE 7
MATCH 1N E= - Soe, S.Ap", 0
vi,
"d rt ! l 1e. to .e 1 1f EXISTING DITCH
11 � 1 10 V*, �' r `i t s I iPARTIALLY FILLE)
°1. y ° `lo'h° 1 V o
1i
40
ok
•
ING DITCH ' %0 g
F2TIALLY FILLEDj" * 11 ` ■
�l1 � `�► f 1 ,.
}4 I
WW
a
lot
1i
f �
IPT 61T
o cs
D DITCH PLUG
A
} � f
_- r
iiii lj�j ti0
° 1 }• }0 °
r } Y � � � �^� r •
41
NAAIr I c''66
J
1 1 � ► � 'a .� �Y 1 i
Minimum Elevalion
Maximum Elevation
Cdw
000
7.500
■
7.500
13.000
■
8.00
8.500
■
MATCH 1N E= - Soe, S.Ap", 0
vi,
"d rt ! l 1e. to .e 1 1f EXISTING DITCH
11 � 1 10 V*, �' r `i t s I iPARTIALLY FILLE)
°1. y ° `lo'h° 1 V o
1i
40
ok
•
ING DITCH ' %0 g
F2TIALLY FILLEDj" * 11 ` ■
�l1 � `�► f 1 ,.
}4 I
WW
a
lot
1i
f �
IPT 61T
o cs
D DITCH PLUG
A
} � f
_- r
iiii lj�j ti0
° 1 }• }0 °
r } Y � � � �^� r •
41
NAAIr I c''66
J
1 1 � ► � 'a .� �Y 1 i
A5-BUILTS
£BM9RdEF 50' _
FIELD PITCH PLUG
c LEGEND
N
PR9PBSE&SPILLWAY G y
D(PYRAMAT TURF S2
M REINFORCEMENT) c z
w p cL
f'ReFOSEB DITCH CROSSING i
(# 57 STONE) a
PR9P95E9RIP RAP
w L __-_I (5" -12" CLASS B)
P
Minimum Elevation
Maximum Elevetisn
Color
8.500
SAW
I.,
9.00
9-W
■
8.500
30-000
.
A5-BUILTS
£BM9RdEF 50' _
FIELD PITCH PLUG
c LEGEND
N
PR9PBSE&SPILLWAY G y
D(PYRAMAT TURF S2
M REINFORCEMENT) c z
w p cL
f'ReFOSEB DITCH CROSSING i
(# 57 STONE) a
PR9P95E9RIP RAP
w L __-_I (5" -12" CLASS B)
P
Minimum EWtolmon
Maximum Elevabm,
Calor
10.000
70-590
I.,
70.500
,1-000
■
11.000
11-500
■
A5-BUILTS
£BM9RdEF 50' _
FIELD PITCH PLUG
c LEGEND
N
PR9PBSE&SPILLWAY G y
D(PYRAMAT TURF S2
M REINFORCEMENT) c z
w p cL
f'ReFOSEB DITCH CROSSING i
(# 57 STONE) a
PR9P95E9RIP RAP
w L __-_I (5" -12" CLASS B)
P
Minimum Elevation
Maximum Elevstion
Color
E1.500
13-000
* ■
73.600
18-000
■
16.00
25.000
■
A5-BUILTS
£BM9RdEF 50' _
FIELD PITCH PLUG
c LEGEND
N
PR9PBSE&SPILLWAY G y
D(PYRAMAT TURF S2
M REINFORCEMENT) c z
w p cL
f'ReFOSEB DITCH CROSSING i
(# 57 STONE) a
PR9P95E9RIP RAP
w L __-_I (5" -12" CLASS B)
P
0y PRE -CONSTRUCTION
SURVEY SPOT ELEVATION
PRE -CONSTRUCTION LIDAR
1 ELEVATION
X1250 PRE -CONSTRUCTION SPOT
ELEVATION
12.00 O AS - BUILT SPOT GRADES
NOTE:
THIS LEGEND SUPERCEDES LEGEND ON
C1.2 WHEN CONFLICTING.
BSLOP EARROW
R9PBSEi}TOP OF BERM
`
D
PRBP9SEB 8" ROCK PAD
* ■
PR6P6SE8MINOR
(LENGTH
( LARGE SIZE MINE REJECTS)
PR6P9SEB PIPE AND
RIPRAP
PR6PE)SE D- DITCH FILL
t
-
,-krn-86EB FLOW ARROW
0y PRE -CONSTRUCTION
SURVEY SPOT ELEVATION
PRE -CONSTRUCTION LIDAR
1 ELEVATION
X1250 PRE -CONSTRUCTION SPOT
ELEVATION
12.00 O AS - BUILT SPOT GRADES
NOTE:
THIS LEGEND SUPERCEDES LEGEND ON
C1.2 WHEN CONFLICTING.
BSLOP EARROW
PRBPGBEB
MAJOR PLUG
(LENGTH = 1001
PR6P6SE8MINOR
(LENGTH
PLUG
= 59)
PR6P9SEB PIPE AND
RIPRAP
0y PRE -CONSTRUCTION
SURVEY SPOT ELEVATION
PRE -CONSTRUCTION LIDAR
1 ELEVATION
X1250 PRE -CONSTRUCTION SPOT
ELEVATION
12.00 O AS - BUILT SPOT GRADES
NOTE:
THIS LEGEND SUPERCEDES LEGEND ON
C1.2 WHEN CONFLICTING.
KEY MAP
o w fou ,w
SCALE IN FEET
IN
L
1002
DRAWN BY RC
—E: 01/16/14
SHEET:
LC470
. A
199 o 71 :!
n IIS 35 h ....R .TO
�4C
-
---,-53
� k
- 32 -� .�
31
STREAM P1iGNMFNi
27 76't
23
— PROJECT SGUADARY
Y,22
— 's IR
E:1 DENOTES THIS SHEET
14 15
. PHASE 7
19 >>
i 7 T
zI.
PHASE 3
KEY MAP
o w fou ,w
SCALE IN FEET
IN
L
1002
DRAWN BY RC
—E: 01/16/14
SHEET:
LC470

s
a
u
w
Minimum Elevation
Maximum Elevation
Cdar
(Low
7.500
.
7.500
13.000
■
8.000
8.500
■
w
C
}
1.
i
O 1 i O •
' ' J ff ft � r • � �►
1 ❑
{
j- A ►
fXlSTING DIT. 47
I {PARTIALLY F!
f
" -.. _. ;.� �� ❑•,gyp. �I �''�
111SONSTRUS:F50' 7
FIELD DrMH.PJJiQ'%. r 7
Minimum Elevation
Maximum Elevation
Color
8.500
9-900
I",
9.000
9-5Ap
■
8.500
30-000
.
C
}
1.
i
O 1 i O •
' ' J ff ft � r • � �►
1 ❑
{
j- A ►
fXlSTING DIT. 47
I {PARTIALLY F!
f
" -.. _. ;.� �� ❑•,gyp. �I �''�
111SONSTRUS:F50' 7
FIELD DrMH.PJJiQ'%. r 7
1414 LEGEND
('M,
' N
I'M _ PRePBSE&SPILLWAY G y
(PYRAMAT TURF
k } I REINFORCEMENT] c z
} w a a
1 F RBPOSEI}DITCH CROSSING i
} qAA 1 (# 57 STONEY a
❑
`o PRBP95E9•RIP RAP
Minimum Elevation
Maximum Elev9dm3
calor
19.000
70-590
I",
10.500
17 -Opp
■
71.000
11-500
■
1414 LEGEND
('M,
' N
I'M _ PRePBSE&SPILLWAY G y
(PYRAMAT TURF
k } I REINFORCEMENT] c z
} w a a
1 F RBPOSEI}DITCH CROSSING i
} qAA 1 (# 57 STONEY a
❑
`o PRBP95E9•RIP RAP
Minimum Elevation
Maximum Elevation
Color
E1.500
13-000
73.000
18-000
■
16.wo
25.000
■
1414 LEGEND
('M,
' N
I'M _ PRePBSE&SPILLWAY G y
(PYRAMAT TURF
k } I REINFORCEMENT] c z
} w a a
1 F RBPOSEI}DITCH CROSSING i
} qAA 1 (# 57 STONEY a
❑
`o PRBP95E9•RIP RAP
/ A• � �R6P65E�
❑� - MAJOR PLUG
+� l } l (LENGTH = 1001
EXISTING DITCH
(PARTIALLY FILLED) t lPReP6SE8 MINOR PLUG
(LENGTH 59)
p ! r.. • . � $ ``•'= � fRAPBSEB PIPE AND
❑
RIPRAP
PRE -CONSTRUCTION
w SURVEY SPOT ELEVATION
A5-BUILTS
PRE -CONSTRUCTION LIDAR
�► y f ELEVATION
2 U
+p
2
PRE -CONSTRUCTION SPOT
a �3 ❑ b f f �o X1250 ELEVATION
r 4 1k=.00 )0 AS - BUILT SPOT GRADES 0
R } } NOTE: ¢ Z
�} d
t THIS LEGEND SUPERCEDES LEGEND ON Q
C1.2 WHEN CONFLICTING.
LU
Pik.I�C
IL
it
I j f f
4. +4}
fk .
I
m
r
Q,.
Z
c Q
� J
_J
p° z
LL
z I� KEY MAP (6 O Q
a 14 1A
C44& Al
o w Lou tw
SCALE IN FEET
1002
DRAWN SY- RC
—E: 01/16/14
SHEET:
04.71
}
{ 5" - 12'• CLASS B ]
PR9PBSEETOP OF BERM
`
PRBPBSEB 8" ROCK PAD
(LARGE SIZE MINE REJECTS)
PR6PBSEEDITCH FILL
""_ FLOW ARROW
BSLOP EARROW
/ A• � �R6P65E�
❑� - MAJOR PLUG
+� l } l (LENGTH = 1001
EXISTING DITCH
(PARTIALLY FILLED) t lPReP6SE8 MINOR PLUG
(LENGTH 59)
p ! r.. • . � $ ``•'= � fRAPBSEB PIPE AND
❑
RIPRAP
PRE -CONSTRUCTION
w SURVEY SPOT ELEVATION
A5-BUILTS
PRE -CONSTRUCTION LIDAR
�► y f ELEVATION
2 U
+p
2
PRE -CONSTRUCTION SPOT
a �3 ❑ b f f �o X1250 ELEVATION
r 4 1k=.00 )0 AS - BUILT SPOT GRADES 0
R } } NOTE: ¢ Z
�} d
t THIS LEGEND SUPERCEDES LEGEND ON Q
C1.2 WHEN CONFLICTING.
LU
Pik.I�C
IL
it
I j f f
4. +4}
fk .
I
m
r
Q,.
Z
c Q
� J
_J
p° z
LL
z I� KEY MAP (6 O Q
a 14 1A
C44& Al
o w Lou tw
SCALE IN FEET
1002
DRAWN SY- RC
—E: 01/16/14
SHEET:
04.71

Q ~` oi$ �N E 04.82 o�Ab•
II•
► *�.� 4 f,� fir. "' +' l lk
tit
Oro
641" ■ — `- e�
tip
0
�. -h F r ti d►" �ff _ EXISTING DI
r !r �� 4 {PARTIALLY F
G'9�
■ i
.Prof►r
D� t� r� Dto D �-g. . 09 D1tl' 9V . ❑,A _
LI, r !�
416
40 ` ^ �` f O `
D7 l
r
❑
N .r `M M
.: -4 1
IRKT�
• rt r
LEGEND
Minimum Elevation
PReF8SE&SPILLWAY
G
(PYRAMAT TURF
r
REINFORCEMENT)
c z
5.000
■
8.000
8.500
PRBPBSEEIDITCH CROSSING
a i
(# 57 STONE)
a
PR6PE)SE9 RIP RAP
( 5" - 12" CLASS B )
_ PRBPBSEETOP OF BERM
DPRBPBSED 8" ROCK PAD
(LARGE SIZE MINE REJECTS)
PRBPBSEEDITCH FILL
r� --EFLOW ARROW
MAJOR PLUG
(LENGTH = 100')
V PRAP65EE MINOR PLUG
(LENGTH = 50')
^c PIPE AND
RIPRAP
5 PRE -CONSTRUCTION
E - L SURVEY SPOT ELEVATION
a' PRE -CONSTRUCTION LIDAR
ELEVATION
12.50 PRE -CONSTRUCTION SPOT
ELEVATION
tea. 12.0[1 O AS - BUILT SPOT GRADES
' NOTE:
p �HME 11'
++ s • • 41 y SMALL ROAD EXISTING ROADSIDE 'p
i!
4 7 • r�yy4L F I ALIGNMENT DITCH
/ of -• 7 i' titi ~�' v 41 .
!!! --- ---- •_ I
t r i • 6• r 1 PLUG EL - 1 5"l. _P,t�=���� —_---
1 /'� .. ' 65.00 —x+00 — — — — — — — — X7+00- —
�1 ` - - r--7<iI— �� -+ tT-_TI�rF'+'F---F��_—
. ► .• PI IIf�FI =11 ��•
{ bo
01 �i�9 !,F'° �� t • i
E 7
o` t
I II G.: 4ap�; '' ► �a�
' !� • 1 r ,f�. • r
If -Nib M -Ep 911
411
+r ROAR§011 DITCH PLUG
t �
� k1•�'Hf L�INI��r; �re� s�,��4.s� {, n
Minimum Elevation
Maximum Elevation
Color
0"000
7.500
■
7.500
5.000
■
8.000
8.500
■
411
+r ROAR§011 DITCH PLUG
t �
� k1•�'Hf L�INI��r; �re� s�,��4.s� {, n
❑ EXISTING ROADStfDE �)a
r� �� q • DITCH
�r tia �f t p tl �
4
OPK&SE I
6{a
Q•
I I I : ��S �� . ��' ��' ' V 18• � ioS - v ❑ ��• CJ6 Q• p D P O ��
G�
n❑d 1
a
cl
III I I '� I�' 77--""�� [° � e w l • 1 4 [� a SJ]`.] n
17
Minimum Elevation
Maximum Elevation
Color
8.500
9"000
r ]
9.000
9"500
■
9.500
10"000
.
❑ EXISTING ROADStfDE �)a
r� �� q • DITCH
�r tia �f t p tl �
4
OPK&SE I
6{a
Q•
I I I : ��S �� . ��' ��' ' V 18• � ioS - v ❑ ��• CJ6 Q• p D P O ��
G�
n❑d 1
a
cl
III I I '� I�' 77--""�� [° � e w l • 1 4 [� a SJ]`.] n
17
Minimum Elevation
Maximum Elevation
Color
10.000
70"590
r ]
70.500
16-000
■
11.000
77"500
■
❑ EXISTING ROADStfDE �)a
r� �� q • DITCH
�r tia �f t p tl �
4
OPK&SE I
6{a
Q•
I I I : ��S �� . ��' ��' ' V 18• � ioS - v ❑ ��• CJ6 Q• p D P O ��
G�
n❑d 1
a
cl
III I I '� I�' 77--""�� [° � e w l • 1 4 [� a SJ]`.] n
17
AS-BUILTS
Minimum Elevation
Maximum Elevation
Color
11.500
13"000
r ]
13.000
16-000
■
16.00
25.000
■
AS-BUILTS
KEY MAP
o Sa tou tw
SCALE IN FEET
PRDJ.NO.: 002
OsAwn By RC
DATE: 01/16/14
SHEET:
04.72
"RIM
-1360 Ild7��iF�IM0103un
000111
mla®�fc�
r
R �Y
r
KEY MAP
o Sa tou tw
SCALE IN FEET
PRDJ.NO.: 002
OsAwn By RC
DATE: 01/16/14
SHEET:
04.72

sA
■
E o ❑ - + ❑ y o
- ►I
L ... +'
01 0
d - 171il' AL
�jwh
�+
68NSfRb -T 106' ❑ EXISTING ROAD&DI* �� 100'
1:lo
R�SfaE DITCH PWG � �� DITCH ROADSIDE DITCH PLUG
A"M
PLUG EL= 16.01 . .Tvv �s PLUG_, F_L4�L.
_
_
--�--- ----- -.---- a ao--�---- --42—-------��ee----.— s.eo-
i
s �!
PHASE EI
,ary _ 4
Q -� EXISTING ROADSIDE
jag
_ _ -- = --_
------ AL —.t= ----- ---- .i Wig— --- --_--��-----------�_—
_ — ---- 16$k —. r—-------� - C~n �C� -- __ PLUIEL =12.35 ^Y .PLUG EL = 11.19 PUGEL=126627 50'-ARTHWORlWb $ i7 �]i •�o i , • � P_HhFgtREIP_t 100' � q ISTIh�'R&ADSIDE d � ,/ '� /� _r � � o � � E}CISTIfUL' ROAmSfO
" a a o� a ' RORDSI$E DITCH PLUG I X41 ., / 0 4 DITCH ° p
6 ° ' a s a 0° a D cv vqTTimz 160' / 9 1? F F
�^a Qn G / k. / o ' 6 4 e�❑ v p ADS DITCH•PLUG
a �n ry y
9 gyp. / t p O e Np. 1�—' 6 c7 �D' ��- p _ ,�D' q r, q'S• 0 Dp
d ° • r / it ° ❑ 4 s c ❑ d ❑ ° ❑ ❑
10.41 10.43 ❑ O D ❑ -0 a JL74 6 l/� ❑
75 v
{C E7CISTING BITCH f$ �e o Ia
Q B L1 Q+ e a Q {� ° 1] 1 EXISTING DITCH TO -r ¢ 4 �[ A �• ° 0 ❑ q q 0
0 / D JPLU6 Pi NOR. H ENDS t/ A;— 009GID e ao p d P
ENE JME*E�
00 16
r, � 6 p �,
4 �❑ �a°° No l�PHI
�10., v P
�] p [o a d �i �i✓ o p n ,
LEGEND
Minimum Elevation
PR9PBSEB SPILLWAY
N
k y
{PYRAMAT TURF
9-000
REINFORCEMENT}
c z
9-500
N
p a
f'RBP95EB DITCH CROSSING
10 -DW
(# 57 STONE)
PR9P9SE9 RIP RAP
t 5" - 12" CLASS B ]
t ,,rrn-r_6EB FLOW ARROW
BSLOPEARROW
PRBPBSEB
MAJOR PLUG
(LENGTH = 100')
_ PRBPBSEi}mss" ROCK PAD
TOP OF BERM
1 D (LARGE SIZE MINE REJECTS j
P
I PR®POSEBMINOR PLUG
(LENGTH =59)
` PROFeSEB PIPE AND
IRIPRAP
I Bh PRE -CONSTRUCTION
I SURVEY SPOT ELEVATION
PRE -CONSTRUCTION LIDAR
ELEVATION
X12 5D PRE -CONSTRUCTION SPOT
ELEVATION
I12.00 O AS - BUILT SPOT GRADES
NOTE:
THIS LEGEND SUPERCEDES LEGEND ON
1 C1.2 WHEN CONFLICTING.
Minimum Elevation
Maximum Elevation
Color
8.500
9-000
l;:
9.000
9-500
■
8.500
10 -DW
.
RBP95Ei}DITCH FILL
I PR®POSEBMINOR PLUG
(LENGTH =59)
` PROFeSEB PIPE AND
IRIPRAP
I Bh PRE -CONSTRUCTION
I SURVEY SPOT ELEVATION
PRE -CONSTRUCTION LIDAR
ELEVATION
X12 5D PRE -CONSTRUCTION SPOT
ELEVATION
I12.00 O AS - BUILT SPOT GRADES
NOTE:
THIS LEGEND SUPERCEDES LEGEND ON
1 C1.2 WHEN CONFLICTING.
A5-BUILTS
rsmF+an rur3NMErrr
Minimum Elevation
Maximum Elevation
Color
8.500
9-000
l;:
9.000
9-500
■
8.500
10 -DW
.
A5-BUILTS
rsmF+an rur3NMErrr
Minimum Elevation
Maximum Elevation
Color
79.000
70-590
l;:
70.500
17-DpD
■
71.000
77-500
■
A5-BUILTS
rsmF+an rur3NMErrr
Minimum Elevation
Maximum Elevation
Color
t1.500
13 -DDD
PHASE T
73.000
16-0D0
■
16A00
25.000
■
A5-BUILTS
rsmF+an rur3NMErrr
—
PROJECr BOUNDARY
E]
OENOTES THfS S FE r
LL -
PHASE T
-
PH4SE3
KEY MAP
SCALE IN FEET
O
i=Ro.l- Na: 1002
wAvvn er: RC
SATE: 01/16/14
SHEET:
04.73

I
4
ii
^a •� ^off • } �a�
w
Al
yip r
-EXISTING DITCH u
y ,rARt ALLY FILLED)a t ■
1►
-Al. r•����' � �.
vp J - a
} v
� A a
t ' .
7JJ � ❑ .d b. 0 d a t
�R '1/ 1 k 0 4 I'
*�MALL ROAD]
*11N
I a ALIGNMENT r'
b e6lffffteF EXISTING ROAp6DEeeNSfRU 0'
ROADS DITCH PLUG DITCH ROADSIDE LING r
PLUG EL = 10-58 LUG EL = 1Q.77 * t , PLUG EL = i0-82
_ --- ---------- -�----t
-
-
__
_-
--------- -- -- ---------- - �_ _--------.- --_ G _=1 .8
a---_-- -A )
€ d 50oEART�I .J ❑ r
/ ° a ROADSI � -
n / ,{f ��eD q
BE). 1.0a o Q ��
ROADSIDE DITCH PLU aq o ROADSIDE D T H RLt
LI 1
D D 12.27 a fl O D D� O
.�l v Q 4 a n
�(J
Q EXISTING D1TGH1FB
_
BE P ----- ----. _ _.. . / i. �, Il/ ✓} �/ d 9 0 4 fl v t LUGGED AT.
PLUGGED AT NORTH END) f l c
9,���rA1AT L o
O^ . i ❑"`' 1U.11 V /10.47 fl Q D
Minimum Elevation Maximum Elevation Cdor Minimum Elevation Maximum Elevation Color
8.500 9-000 10.000 70-590
7.5W 13-000 0
6.500 10-000 11.00 11-500
8.000 ■ 9.500 . ■
Minimum Elevation
Maximum Elevation
Color
Mlnlmum Elevalion
0.00
Maximum Ele-cion
7.500
f:alor
■
73.600
16-000
■
EXISTANG I
(PAFOALLY
�r
E
'LUG EL�10.79 �E�
LEGEND
Minimum Elevation
Maximum Elevation
Color
t1.500
13--
REINFORCEMENT)
73.600
16-000
■
16.000
25.00
■
EXISTANG I
(PAFOALLY
�r
E
'LUG EL�10.79 �E�
LEGEND
PRE -CONSTRUCTION
PR9POSE&SPILLWAY
N
G y
(PYRAMAT TURF
PRE -CONSTRUCTION LIDAR
REINFORCEMENT)
c z
12.50
p a
PRBPBSEBDITCH CROSSING
ELEVATION
(# 57 STONE)
AS - BUILT SPOT GRADES
PRBP95E9 RIP RAP
( 5" - 12" CLASS B )
_ PRBPBSEBTOP OF BERM
DPRBPBSED 8" ROCK PAD
(LARGE SIZE MINE REJECTS)
PR6P95EBDITCH FILL
t ,-Rrn-86EB FLOW ARROW
BSLOP EARROW
PRBPGS B
MAJOR PLUG
(LENGTH = 100')
PR0PesEBMINOR PLUG
all (LENGTH = 59)
F'149P96ED PIPE AND
RIPRAP
85
PRE -CONSTRUCTION
PROUECr BOUNDARY
SURVEY SPOT ELEVATION
nENores nv�ssxeer
PRE -CONSTRUCTION LIDAR
PHASE T
ELEVATION
12.50
PRE -CONSTRUCTION SPOT
ELEVATION
12.00 O
AS - BUILT SPOT GRADES
NOTE:
rsTnF+an rurxlnlErrr
-
PROUECr BOUNDARY
Q
nENores nv�ssxeer
L -
PHASE T
-
PHASE3
KEY MAP
SCALE IN FEET
A5-BU I LTS
i=Ro.i- Na. 1002
wAwn ar: RC
SATE: 01/10/14
SHEET:
G4.74

ah
ROADSIDE .
_SMALL ,
AUG14M
1. "PWUGEL
- - -0---- - - - - - -
T - ^ (PLUC�EL m 11_I
V a � P eaQ�
= 0
Q q R
I � �
5 D Ad.��
EKISTIN
L EDA �
C d q
y °a
J
ti
G biicH
TIALLY FILLED) WON
W 9' y'
a
EN
✓• �'_IS
A ti'L f
r,� CROSSINPOETAIL-
% E SHEET C9-11 . _.
STA. 97+20
2 - 18" CALP
[SEE SHEET C9.1
A
W
�J
I ISTING DITCH
�yy (PARTIALLY FILLED)
V�
I { � ♦4 Y
9
LEGEND
Mlnlmun Elevation
Maximum Elevation
Color
0-ODO
7.500
■
7.5W
B.000
p a
8.OD0
6.500
■
J
ti
G biicH
TIALLY FILLED) WON
W 9' y'
a
EN
✓• �'_IS
A ti'L f
r,� CROSSINPOETAIL-
% E SHEET C9-11 . _.
STA. 97+20
2 - 18" CALP
[SEE SHEET C9.1
A
W
�J
I ISTING DITCH
�yy (PARTIALLY FILLED)
V�
I { � ♦4 Y
9
LEGEND
+ - PR6PASEBFLOW ARROW
FIREP65EBSPILLWAY
N
k y
(PYRAMAT TURF
MAJOR PLUG
=EdPRBP95EB
REINFORCEMENT)
c z
9-500
p a
PRBPB5EBDITCH CROSSING
10 -DOD
(# 57 STONE)
PR9P88EBRIP RAP
(S" - 12" CLASS B)
_ PRAPBSE$TOP OF BERM
DPROPOSEB 87 ROCK PAD
(LARGE SIZE MINE REJECTS)
R6P69ED DITCH FILL
U 0 n O
EXISTIN SIDE &9NSTRHIF 100•
DATCHROADSIDE DITCH PLUG
PLUGEL1045 P4 ----- -- - x--
--87�,-_—�lb00_v �--�-- �—--T0099--_ 187+0[1—�—� �lOQ•90-- —�dY--' 7D1rE0—-----^—y9CR99�—.
lilt
-- PLUG EL= 11,08 - 11
vEXiSTING ROADSIDE. ° a T
x a � a u ate. O a q �° o a
a a Q�fTC�I- p�
p �
� � "'/ Q � ❑ �� � a X10 � r � II �
f f' y f �; p � •p Q b Q Q 9 � � a� �o p e d a
T,❑°
I f1 r 6 p �n p EXISTaNC�TC / r v [i a d 4
I ITS d �f 0 ° d b
D °pry e
07 1110. ��C I�N 5� ° 1 She 4� PH
+ - PR6PASEBFLOW ARROW
F
>~ PRBPB5EBSLOPE ARROW
8.500
MAJOR PLUG
=EdPRBP95EB
l;:
(LENGTH =100')
U 0 n O
EXISTIN SIDE &9NSTRHIF 100•
DATCHROADSIDE DITCH PLUG
PLUGEL1045 P4 ----- -- - x--
--87�,-_—�lb00_v �--�-- �—--T0099--_ 187+0[1—�—� �lOQ•90-- —�dY--' 7D1rE0—-----^—y9CR99�—.
lilt
-- PLUG EL= 11,08 - 11
vEXiSTING ROADSIDE. ° a T
x a � a u ate. O a q �° o a
a a Q�fTC�I- p�
p �
� � "'/ Q � ❑ �� � a X10 � r � II �
f f' y f �; p � •p Q b Q Q 9 � � a� �o p e d a
T,❑°
I f1 r 6 p �n p EXISTaNC�TC / r v [i a d 4
I ITS d �f 0 ° d b
D °pry e
07 1110. ��C I�N 5� ° 1 She 4� PH
AS-BUILTS
-PRBPB5EBMINOR PLUG
(LENGTH = 59)
PRAPeSEB PIPE AND
RIPRAP
i0h PRE -CONSTRUCTION
SURVEY SPOT ELEVATION
PRE -CONSTRUCTION LIDAR
0 ELEVATION
X1250 PRE -CONSTRUCTION SPOT
ELEVATION
12.90 O AS - BUILT SPOT GRADES
NOTE:
THIS LEGEND SUPERCEDES LEGEND ON
C1-2 WHEN CONFLICTING.
Minimum Elevation
Maximum Elevation
Color
8.500
9 -DDB
l;:
9.000
9-500
■
9.500
10 -DOD
.
AS-BUILTS
-PRBPB5EBMINOR PLUG
(LENGTH = 59)
PRAPeSEB PIPE AND
RIPRAP
i0h PRE -CONSTRUCTION
SURVEY SPOT ELEVATION
PRE -CONSTRUCTION LIDAR
0 ELEVATION
X1250 PRE -CONSTRUCTION SPOT
ELEVATION
12.90 O AS - BUILT SPOT GRADES
NOTE:
THIS LEGEND SUPERCEDES LEGEND ON
C1-2 WHEN CONFLICTING.
Minimum Elevation
Maximum Elevation
Color
50.000
70-590
l;:
t0.50p
17 -DDD
■
71.000
77-500
■
AS-BUILTS
-PRBPB5EBMINOR PLUG
(LENGTH = 59)
PRAPeSEB PIPE AND
RIPRAP
i0h PRE -CONSTRUCTION
SURVEY SPOT ELEVATION
PRE -CONSTRUCTION LIDAR
0 ELEVATION
X1250 PRE -CONSTRUCTION SPOT
ELEVATION
12.90 O AS - BUILT SPOT GRADES
NOTE:
THIS LEGEND SUPERCEDES LEGEND ON
C1-2 WHEN CONFLICTING.
Minimum Elevation
Maximum Elevation
Color
t1.500
13 -DM
73.000
16-0 0
■
16A00
25.000
■
AS-BUILTS
-PRBPB5EBMINOR PLUG
(LENGTH = 59)
PRAPeSEB PIPE AND
RIPRAP
i0h PRE -CONSTRUCTION
SURVEY SPOT ELEVATION
PRE -CONSTRUCTION LIDAR
0 ELEVATION
X1250 PRE -CONSTRUCTION SPOT
ELEVATION
12.90 O AS - BUILT SPOT GRADES
NOTE:
THIS LEGEND SUPERCEDES LEGEND ON
C1-2 WHEN CONFLICTING.
KEY MAP
D 50 100 150
SCALE IN FEET
O
t�
PRDJ- MD.: 1002
wAwm er: RC
SATE: 01/16/14
SHEET:
C4.75
ILERaLikm
aa�r�ea��00�1Ef�
KEY MAP
D 50 100 150
SCALE IN FEET
O
t�
PRDJ- MD.: 1002
wAwm er: RC
SATE: 01/16/14
SHEET:
C4.75

y• a .-� .
lip
ROADSIDE DITCH
q.PLUG E�L = IU.3
a —
C
i--- -__-_-- LUG EL 10,96 JIIIIIIIIIIIII
11A
° u�, p �7
a o' o OC7 fa �
❑ • � a - Ll � !J n
a'
n t L. -
off �'�� `+ Ili ` 40,�
i rr.,
- o Q
• lf°
fi
t � ,86 a f l- pa'
"
ING DITCH. ^ o g ory ti ` 7
ALLY FILLED) c o,E
71 1 OF 41
7r �_2_
PIPE CRMSING DETAIL r,3
(SEE SHEET C9.1)
SM&L ROAD
r>v -rT ALIGNMENT
EXISTING ROAPAaIDE
IF
bk4l 0 1
a
ll " L�
�F 100'
ROADSIDE DITCH PLUG
y ;PLUG EL = 11 08 PU
--_ ..-----__—----- r --_.
'PLUG EL
�=its---- -L-- 1—
j � •., • - SMALL RD
PLUG EL `_ ---- - ---- =
=11.14
f 50AR--T'L1 11 �(�,,EXISTING ROADSIDE
Q�
p0� 1 ti EXISTING DITCH13E pul
Q a k
a
Q, �(PLUGGE[2 AT,NORTH ENEi}''
1 LEGEND
PREIPOSE&SPILLWAY G y
•'_' (PYRAMAT TURF
- ( REINFORCEMENT) c z
caw
1 `r� a o:
* a `• f PRBPB5EEI DITCH CROSSING
- (# 57 STONE)
t PRBP95E9 RIP RAP
+ o I- __j (5" - 12" CLASS B)
PRBPBSEBTOP OF BERM
r
PRBPE)SED 8" ROCK PAD
( LARGE SIZE MINE REJECTS)
PRBPBSEEDITCH FILL
^ = 2 15 _ PLUG EL = 71-56 g 7Z -- — -
`SD' EAR7
�
bWORK LIMfTS • J ]
ti
ROADSIDE DIVE) PLUG
QI
?
a°4 1 I1,6zF
C Aq9 P e" ^ 4 EXISTING DITCH T,9-
O J
OQ a .NE weeE, p
Qa a (PLUGGED AT NORTH END)
'�'7W 77 1
A5-BUILTS
. ,-krn-86EB FLOW ARROW
�RePesEB
MAJOR PLUG
(LENGTH = 100')
PR0PB5EBMINOR PLUG
(LENGTH = 59)
PR9P65E15 PIPE AND
RIPRAP
0h PRE -CONSTRUCTION
' SURVEY SPOT ELEVATION
PRE -CONSTRUCTION LIDAR
ELEVATION
X125D PRE -CONSTRUCTION SPOT
ELEVATION
12.00 O AS - BUILT SPOT GRADES
NOTE:
THIS LEGEND SUPERCEDES LEGEND ON
C1.2 WHEN CONFLICTING.
SmF+.�1 ►L,cNMENr
Mlnlmum Elevalion
Maximum Elevation
Color
0.090
7.500
■
7.500
13.000
■
8.000
6.500
■
1 LEGEND
PREIPOSE&SPILLWAY G y
•'_' (PYRAMAT TURF
- ( REINFORCEMENT) c z
caw
1 `r� a o:
* a `• f PRBPB5EEI DITCH CROSSING
- (# 57 STONE)
t PRBP95E9 RIP RAP
+ o I- __j (5" - 12" CLASS B)
PRBPBSEBTOP OF BERM
r
PRBPE)SED 8" ROCK PAD
( LARGE SIZE MINE REJECTS)
PRBPBSEEDITCH FILL
^ = 2 15 _ PLUG EL = 71-56 g 7Z -- — -
`SD' EAR7
�
bWORK LIMfTS • J ]
ti
ROADSIDE DIVE) PLUG
QI
?
a°4 1 I1,6zF
C Aq9 P e" ^ 4 EXISTING DITCH T,9-
O J
OQ a .NE weeE, p
Qa a (PLUGGED AT NORTH END)
'�'7W 77 1
A5-BUILTS
. ,-krn-86EB FLOW ARROW
�RePesEB
MAJOR PLUG
(LENGTH = 100')
PR0PB5EBMINOR PLUG
(LENGTH = 59)
PR9P65E15 PIPE AND
RIPRAP
0h PRE -CONSTRUCTION
' SURVEY SPOT ELEVATION
PRE -CONSTRUCTION LIDAR
ELEVATION
X125D PRE -CONSTRUCTION SPOT
ELEVATION
12.00 O AS - BUILT SPOT GRADES
NOTE:
THIS LEGEND SUPERCEDES LEGEND ON
C1.2 WHEN CONFLICTING.
SmF+.�1 ►L,cNMENr
Minimum Elevation
Maximum Elevation
Color
8.500
SAW
l;:
9.000
9-500
■
9.500
10 -DW
.
1 LEGEND
PREIPOSE&SPILLWAY G y
•'_' (PYRAMAT TURF
- ( REINFORCEMENT) c z
caw
1 `r� a o:
* a `• f PRBPB5EEI DITCH CROSSING
- (# 57 STONE)
t PRBP95E9 RIP RAP
+ o I- __j (5" - 12" CLASS B)
PRBPBSEBTOP OF BERM
r
PRBPE)SED 8" ROCK PAD
( LARGE SIZE MINE REJECTS)
PRBPBSEEDITCH FILL
^ = 2 15 _ PLUG EL = 71-56 g 7Z -- — -
`SD' EAR7
�
bWORK LIMfTS • J ]
ti
ROADSIDE DIVE) PLUG
QI
?
a°4 1 I1,6zF
C Aq9 P e" ^ 4 EXISTING DITCH T,9-
O J
OQ a .NE weeE, p
Qa a (PLUGGED AT NORTH END)
'�'7W 77 1
A5-BUILTS
. ,-krn-86EB FLOW ARROW
�RePesEB
MAJOR PLUG
(LENGTH = 100')
PR0PB5EBMINOR PLUG
(LENGTH = 59)
PR9P65E15 PIPE AND
RIPRAP
0h PRE -CONSTRUCTION
' SURVEY SPOT ELEVATION
PRE -CONSTRUCTION LIDAR
ELEVATION
X125D PRE -CONSTRUCTION SPOT
ELEVATION
12.00 O AS - BUILT SPOT GRADES
NOTE:
THIS LEGEND SUPERCEDES LEGEND ON
C1.2 WHEN CONFLICTING.
SmF+.�1 ►L,cNMENr
Minimum Elavetion
Maximum Elevation
Color
50.000
70-590
l;:
t0.50p
17 -DDD
■
71.000
77-500
■
1 LEGEND
PREIPOSE&SPILLWAY G y
•'_' (PYRAMAT TURF
- ( REINFORCEMENT) c z
caw
1 `r� a o:
* a `• f PRBPB5EEI DITCH CROSSING
- (# 57 STONE)
t PRBP95E9 RIP RAP
+ o I- __j (5" - 12" CLASS B)
PRBPBSEBTOP OF BERM
r
PRBPE)SED 8" ROCK PAD
( LARGE SIZE MINE REJECTS)
PRBPBSEEDITCH FILL
^ = 2 15 _ PLUG EL = 71-56 g 7Z -- — -
`SD' EAR7
�
bWORK LIMfTS • J ]
ti
ROADSIDE DIVE) PLUG
QI
?
a°4 1 I1,6zF
C Aq9 P e" ^ 4 EXISTING DITCH T,9-
O J
OQ a .NE weeE, p
Qa a (PLUGGED AT NORTH END)
'�'7W 77 1
A5-BUILTS
. ,-krn-86EB FLOW ARROW
�RePesEB
MAJOR PLUG
(LENGTH = 100')
PR0PB5EBMINOR PLUG
(LENGTH = 59)
PR9P65E15 PIPE AND
RIPRAP
0h PRE -CONSTRUCTION
' SURVEY SPOT ELEVATION
PRE -CONSTRUCTION LIDAR
ELEVATION
X125D PRE -CONSTRUCTION SPOT
ELEVATION
12.00 O AS - BUILT SPOT GRADES
NOTE:
THIS LEGEND SUPERCEDES LEGEND ON
C1.2 WHEN CONFLICTING.
SmF+.�1 ►L,cNMENr
Minimum Elevation
Maximum Elevation
Color
t1.500
13 -DM
PHASE 1
73.000
16 -DDD
■
16A00
25.000
■
1 LEGEND
PREIPOSE&SPILLWAY G y
•'_' (PYRAMAT TURF
- ( REINFORCEMENT) c z
caw
1 `r� a o:
* a `• f PRBPB5EEI DITCH CROSSING
- (# 57 STONE)
t PRBP95E9 RIP RAP
+ o I- __j (5" - 12" CLASS B)
PRBPBSEBTOP OF BERM
r
PRBPE)SED 8" ROCK PAD
( LARGE SIZE MINE REJECTS)
PRBPBSEEDITCH FILL
^ = 2 15 _ PLUG EL = 71-56 g 7Z -- — -
`SD' EAR7
�
bWORK LIMfTS • J ]
ti
ROADSIDE DIVE) PLUG
QI
?
a°4 1 I1,6zF
C Aq9 P e" ^ 4 EXISTING DITCH T,9-
O J
OQ a .NE weeE, p
Qa a (PLUGGED AT NORTH END)
'�'7W 77 1
A5-BUILTS
. ,-krn-86EB FLOW ARROW
�RePesEB
MAJOR PLUG
(LENGTH = 100')
PR0PB5EBMINOR PLUG
(LENGTH = 59)
PR9P65E15 PIPE AND
RIPRAP
0h PRE -CONSTRUCTION
' SURVEY SPOT ELEVATION
PRE -CONSTRUCTION LIDAR
ELEVATION
X125D PRE -CONSTRUCTION SPOT
ELEVATION
12.00 O AS - BUILT SPOT GRADES
NOTE:
THIS LEGEND SUPERCEDES LEGEND ON
C1.2 WHEN CONFLICTING.
SmF+.�1 ►L,cNMENr
—
PROJECr BOUNDARY
E]
OENOTES ThUS SHEE r
PHASE 1
-
PHASE3
KEY MAP
SCALE IN FEET
i=Ro.l- Na: 1002
wAwn ar: RC
HATE: 01116114
SHEET:
C4.7G

i r"r
a Y:
L
or
IF
� � r�i E 1► � j �i 1
a . rig OFJ i'�. S
�y
a i
EXISTING ITCH r
/ (PARTIALLY FILLED)
Aj
Ilk'
cl.
EXISTING DITCHj--
#'ARTIALLY FILLED) q-
0 n o
6AI -
1
PHAck-L II 4 J 'a
0 a I 0 a o
a
lar
SMALL ROADEXISTING ROADSIDE RDAD5IDE DITCH PLUG
ALIGNMENT DITCH •
;PLUG EL= 10.22 1 LPLUG EL - 10.20
f PUG EL=1- PL---- - , -- -- ------ - -- - -- ------
__�--1261------12TOD..-----1'2s00---'--.---iZ9�W--------13�[R=--
L-i--•ti-az•T�-L�- = - -�j-� d- _rte-�-- •�"-i-r_-i-T
S P4 LRD - �---- ----- �� --- --=" PLUG EL=17.21 _..._
PLUG EL = 1162 5.95
.. PLUG EL=10.92 PLUG EL=11.87 f 1,21-- = -- �✓�-- - -� _-__..,- - = _ Q --
EXISTING ROARSIQE.� if of {� d �, / /
PITCH o 8®Id9FRuet 180' / /
50' EARTHWORK LIMITS 4 a ,1 ' �� 1�' o
o � ' ROADSIDE DITCH PLU `
o ROADSIDE DITCH PLUG
e ` � � �r / / ��e �{� � �tiA jj a
/ / 4 O THW�RK LIMITS
n a
� Q V �'�.12 /. � '� 11.30 � � [� d � Q a � 4'`- {
0 e b V /� . , XISTING DITCH a r._)ln y C d ✓ G;
1 I] C ItlU� 4 IIu Q q p / (PLUGGED AT NORTH END) a q �- EXISTING DITCH i ,/ 6 0
1! �l v U o 0 r/ // p p
(PLUG AT NORTH END} y a
V /
o�
a ❑ d 0 /. Q — e h
! 4� o i] n V /
r � {f
L3 0 d Q U U '/ / O l �7 U ❑ r"
7 O
ee . _ t t. k II nt� T L Sde°5heet4 —ASE IX,
Minimum Elevation I Maximum Elevation Color
(LAD)
7.500
■
7.5W
5.000
[ II
8.000
8.500
■
AS -B U I LTS
REV. No. GATE DESCRIPTION
LEGEND
Minimum Elevation
Maximum Elevation
Color
8.500
9"900
[ II
9A00
9-W
■
9.500
10"000
.
AS -B U I LTS
REV. No. GATE DESCRIPTION
LEGEND
Minimum Elevation
Maximum Elevation
Color
79.000
70"590
[ II
70.500
11"Opp
■
71.000
77"500
■
AS -B U I LTS
REV. No. GATE DESCRIPTION
LEGEND
Minimum Elevation
Maximum Elevation
Color
11.500
13"000
[ II
13.000
38-M
■
16A00
25.000
■
AS -B U I LTS
REV. No. GATE DESCRIPTION
LEGEND
1� PReP95EB
PRePE)SEB SPILLWAY
k
(PYRAMAT TURF
REINFORCEMENT)
c i
PLUG
50')
H pia
PR8Pe5EBPIPE AND
PRBP95EBDITCH CROSSING
"u
(# 57 STONE)
a
PRePBSEB RIP RAP
( 5" - 12" CLASS B )
_ PRAPASEBTOP OF BERM
DPRBPOSEB8" ROCK PAD
( LARGE SIZE MINE REJECTS)
PRBPOSEEDITCH FILL
fReP99EBFLOWARROW
1� PReP95EB
SLOPE ARROW
BOUNDARY
PR B
MAJOR PLUG
(LENGTH = 100')
—PRePe9EBMINOR
=
PLUG
50')
(LENGTH
PR8Pe5EBPIPE AND
RIPRAP
10
05 PRE -CONSTRUCTION
' SURVEY SPOT ELEVATION
PRE -CONSTRUCTION LIDAR
ELEVATION
X1258 PRE -CONSTRUCTION SPOT
ELEVATION
(=O AS - BUILT SPOT GRADES
NOTE:
THIS LEGEND SUPERCEDES LEGEND ON
C12 WHEN CONFLICTING.
STREAM AuGNMENT
ti�
—PROJECT
BOUNDARY
23
�� 19
E]
O£NpT£S THIS SHEE T'
PHASE i
10
r
PHASE 3
KEY MAP
o So +oo t so
SCALE IN FEET
PROJ. NO.: 742
owawn er: RC
GATE: 01116/14
SHEET:
04.77

•' A�
C
S ATCFt'LI See §�Pot C � -
n
[12.8 ❑ Q, aq°j �0J��R�j q1 0
�j 73
J ��V d u d a [4r�J err
T WAK
d n b
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a1� 1,
12.63 c v Q tt a
4ac�Ck
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p D 11 a p a d d fl
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ror
ROADSIDE o A
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A ;�:
—---i31+�" -----—_-133.�G "•---- t3a�S--------735:00 ---
'PLUG EL = 10.14 ;
-•�`' _ r---�� - -- __—---------------
0 CU n$-
I MI TING ROADSIDE
BBkSTRHCf loo'
R0f0151DE DITCH PLUG
a
49 PHASE I
50' AIR ORK LIMITS
r 4 0 Q P ,qA qy r d "y sw ,�,I C ..d•
Oa
EXISTING ' n
GRADE %
PR9PeSEBBERM _/��.12.4 i
PEhfOVE �
- EK151lNG 35'
la[H[�]rq�iUI�i
n
L4
. !21
_E ROAD, tl y
rENT 9
b
v 4
LEGEND
Minimum Elevalion
Maximum Elevation
Color
000
7.500
.
7.500
13.000
■
8.00
8.500
■
EXISTING ' n
GRADE %
PR9PeSEBBERM _/��.12.4 i
PEhfOVE �
- EK151lNG 35'
la[H[�]rq�iUI�i
n
L4
. !21
_E ROAD, tl y
rENT 9
b
v 4
LEGEND
Minimum Elevation
Maximum Elevation
Color
8.500
9-00U
t.,
9.000
9-W IN
■
8.500
10-000
.
EXISTING ' n
GRADE %
PR9PeSEBBERM _/��.12.4 i
PEhfOVE �
- EK151lNG 35'
la[H[�]rq�iUI�i
n
L4
. !21
_E ROAD, tl y
rENT 9
b
v 4
LEGEND
Minimum Elevation
Maximum Elevatton
Cdor
79.000
70-590
t.,
70.500
17-D00
■
71.000
77-500
■
EXISTING ' n
GRADE %
PR9PeSEBBERM _/��.12.4 i
PEhfOVE �
- EK151lNG 35'
la[H[�]rq�iUI�i
n
L4
. !21
_E ROAD, tl y
rENT 9
b
v 4
LEGEND
F'R9PB5EBSPILLWAY
N
k y
(PYRAMAT TURF
13-D00
REINFORCEMENT)
c z
RIPRAP
RIPRAP
N p a
FRBP95EBDITCH CROSSING
0h PRE -CONSTRUCTION
(# 57 STONE)
PR9PB8EBRIP RAP
,EXISTING DITCHa
(5" - 12" CLASS B)
_ PRAPASEB TOP OF BERM
DPRBPOSEB 87 ROCK PAD
( LARGE SIZE MINE REJECTS)
IROP6SEE) DITCH FILL
+ - PR6PEISEBFLOW ARROW
P RBPB5EB SLOPE ARROW
=EdPRBPB5EB
MAJOR PLUG
(LENGTH =100')
PRBPB9EBMINOR PLUG
(LENGTH = 59)
r�--�
EBPIPE AND
Cdor
7U!E
13-D00
RIPRAP
RIPRAP
y
f3 ft
0h PRE -CONSTRUCTION
■
t SURVEY SPOT ELEVATION
,EXISTING DITCHa
PRE -CONSTRUCTION LIDAR
oy�
ELEVATION
X1250 PRE -CONSTRUCTION SPOT
rpull.
lam
ELEVATION
�% 12.00 AS -BUILT SPOT GRADES
p NOTE:
7HD
THIS LEGEND SUPERCEDES LEGEND ON
. C1-2 WHEN CONFLICTING.
IPE �o92 d
TPKING
TC92)
LOT a5 s
PARKING LOT EL.= 11-97 --- -_1
-- —k—.J. — — ---- �—-- —z
-.X8:90±�- ------- S :11+03.39
L=10A0; T^ y.,
/ 9.93--_.___-__---_-�—i_A. F -3027PE fa
o /
E `� m ; + may rj
I � j4PPROX EOP SMALL RD'
PE CRtOSSINC3
/ 1 J / • EXISTING DITCH� -.. s� (SEFSHEET C9.1y. 1 17
% i;; LLLVIII j
f f/ ' PLUGGED
AT NORTH END) o �p Y Cl C?o 9 wf�] M1 1
PARKING LOT ' r_Vj � Qq � 11� •��- ' •oo
U I? ( ,EE +SET C7-1)
10.ta J
i
❑ Lt Ea.•>� SEI 1 a
AS-BUILTS
1
Maximum Elevation
Cdor
7U!E
13-D00
18 -DDD
■
f3 ft
25.000
■
AS-BUILTS
1
KEY MAP
o sa +an sw
SCALE IN FEET
r 10
L J
fl]
M
L
W
-0 Z
C13J
a
�o
° Z
�LL o
�O
x
N
a�
PROD- Na.: 1002
DRAWN SY- RC
OATE: 01/18/14
SHEET:
C4.78
®�Fr:��l�I®1o1�®I
X11
f3 ft
l�iU
rpull.
lam
KEY MAP
o sa +an sw
SCALE IN FEET
r 10
L J
fl]
M
L
W
-0 Z
C13J
a
�o
° Z
�LL o
�O
x
N
a�
PROD- Na.: 1002
DRAWN SY- RC
OATE: 01/18/14
SHEET:
C4.78

MATCH LINE - See Shy LEGEND
AN PRePE) sEB SPILLWAY k
f I o i �• o {PYRAMAT TURF 9
+
REINFORCEMENT} o
N w
1.50 a F a
Q
9t 9g ejg �-`} ' b a� PRBPB5EEDITCH CROSSING a i
0� ❑fib ❑D09� ❑ SII ❑�y J�' '� ., M1I, ❑�' Ctli ❑�❑ \� {# 57 STONE} a
I l
i r BERM SHIFTED 101 EAST DUE TO PReP8SEBRIP RAP
fmPeGEDITCH - ENCROACHMENT ON WEST PROPERTY LIN A@ � (5" - 12" CLASS B)
0 c i AMPcFEF} " _ f'RAPASEB TOP OF BERM
❑ 9
EXISTING GRADE
�-
f4RBP65EB8" ROCK PA
D
❑6 ❑ (LARGE SIZE MINE REJECTS)❑ ❑ n ❑ O 12.73 ❑ ❑ C
LL PRBPOSEEDITCH FILL
LLEXISTING DITCH
EXISTING DITCH f2BP85EB FLOW ARROW
EXISTING DITCH !10 PRBPB5EeSLOPE ARROW
NDLLWELL
❑ {o ❑ ❑ ❑- PRePGSEB
MAJOR PLUG
u 0 l PTY LINE 1.50 (LENGTH = 100')NORTH PRO
ALIGNMENT
8.87 -�L 3►—PRBPBSEBMINOR PLUG
BERM }5 Cr Ti' { (LENGTH = 5a')
fR9P$SEB PIPE AND
1
❑ o❑ 0 0 ❑ 1 ❑ 1z.5a; ❑ c i - C RIPRAP
} \\ -
LL 5 PRE -CONSTRUCTION
NORTH PROPERTY LINE ti o 10 0
- },d SURVEY SPOT ELEVATION
Al
►� 1 CH ALIGNMENT o 0
I' t 3$fD0.00 LF -F] o o p" PRE -CONSTRUCTION LIDAR
_ ,��
+ f ELEVATION
36+00.60 (F -F) l v g� S z U
0y qry a♦ . a"4+80.00 (F -F) o' �. m a • ti z
ti. t ♦ r. PRE -CONSTRUCTION SPOT `+
❑ r o- ❑---- A ELEVATION
_ —+— �I - / 1 5D 1 a AS - BUILT SPOT GRADES59C7 fl
v
o . NOTE: ¢ z
�O D
0 THIS LEGEND SUPERCEDES LEGEND ON J LL
- - _ - - _ - f � _ - 3£ _ l i ' ' C7-2 WHEN CONFLICTING.
f � m
F
FIEL DITCH PLUG f f
tiL 38+00.00 (F -F) y
i y I
lLF] 36+04.00 {F- 3+
v c '•�
34+80.00 (F -F}
� BERM
o ti9 t � try ti qt EXISTING DIT�H ¢ y
01 ` ok'_ �` a° -EXISTING ,❑t 1 0 . nh ❑, t: :o
GRADE
BE& SHIFTED Int EAST DUE TO
rt _ CHMENT ON WEST PROPERTY LINE
4V lxl�_■
0
Irv •
t
�� - 111�T . E ' Se���r�[ t 9 t Qom°
Minimum Elevalion
Maximum Elevation
Color
9-000
7.500
.
7.500
8.000
■
8.000
8.500
■
GRADE
BE& SHIFTED Int EAST DUE TO
rt _ CHMENT ON WEST PROPERTY LINE
4V lxl�_■
0
Irv •
t
�� - 111�T . E ' Se���r�[ t 9 t Qom°
AS -B U I LTS
.s +
w
vp
,Arj.
Q�
a_
il]
a Z
Q
� J
tCL
_p V
a: Z
7C)D
�L
KEY MAP (o O
[1 = LL
Eo
SCALE IN FEET
J � cRoJ. Na.: 1002
VRAw"oy RC
jjj" '
—E: 01/16/14
SHEET:
X4.79
Minimum Elevation
Maximum ELevatlon
Coior
8.500
9-909
I. ,
9.aoo
9-W
■
8.500
30-000
.
AS -B U I LTS
.s +
w
vp
,Arj.
Q�
a_
il]
a Z
Q
� J
tCL
_p V
a: Z
7C)D
�L
KEY MAP (o O
[1 = LL
Eo
SCALE IN FEET
J � cRoJ. Na.: 1002
VRAw"oy RC
jjj" '
—E: 01/16/14
SHEET:
X4.79
Minimum Elevation
Maximum Elevation
Color
10.000
70-590
I. ,
lo.w
17 -opo
■
11.000
11-500
■
AS -B U I LTS
.s +
w
vp
,Arj.
Q�
a_
il]
a Z
Q
� J
tCL
_p V
a: Z
7C)D
�L
KEY MAP (o O
[1 = LL
Eo
SCALE IN FEET
J � cRoJ. Na.: 1002
VRAw"oy RC
jjj" '
—E: 01/16/14
SHEET:
X4.79
Minimum Elevation
Maximum Elevation
Color
11.500
1:,--
Pfl
13.0p0
1 16-M
■
16.00
1 25.000
■
AS -B U I LTS
.s +
w
vp
,Arj.
Q�
a_
il]
a Z
Q
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tCL
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a: Z
7C)D
�L
KEY MAP (o O
[1 = LL
Eo
SCALE IN FEET
J � cRoJ. Na.: 1002
VRAw"oy RC
jjj" '
—E: 01/16/14
SHEET:
X4.79

;y `,— �i� �� uIIALi1VE TSE 5het C4 94 Vr LEGEND H
PR9R9SE&SPELLWAY G y
gyp. ■... ■ w (PYRAMAT TURF
REINFORCEMENT)45
• ■ N
1 }o �cL
�'
+ , � ` w y ` fRBPBSE$DITCH CROSSING i
OZ.�AfW 1 i ` 57 STONE) a
` O y ` ❑ ❑ O ❑ ❑ ❑. ❑ yt'
r Ab } 4 • ~ PR6P95E9 RIP RAP
(5" - 12'• CLASS B)
PRBPBSEETOP OF BERM
%tilt
I}�RBPBSEs" RACK PAD
1 {°°�(LARGE 51ZE MINE REJECTS)
0 0 4 0 0 0 04
6w A �9, i i
f ` '* �, , PRBPBSEEDITCH FILL
FLOW ARROW
4 } `' ■ �RF)TP8SEBSLOPE ARROW
°
r . ❑ tia y ! ` ♦.� EY15TING DITCH
! [PARTIA�Y FILLED)
f b f f
I 14.0 ❑ �R6P65E�
�❑ ❑t t 4b.i 0 0 ` I J �. i ❑ MAJOR PLUG
(LENGTH = 1001
fir`- la 1 l} y4c•• AL r+ V i w PRAPeSEf)MINOR PLUG
LENGTH = 50'
n sr 4■ 1 o 11RORASE$PIPE AND
j ;jc� � - #* 4), s� 4 11
Ij
i * r
PRE-CONSTRUCTfON
`�.., df
�, . SURVEY SPOT ELEVATION
41I 4 / �N , �y PRE -CONSTRUCTION LIDAR
if a ` 46- f LL ' ELEVATION z
`i
0_4
C� ' o � y } } ro ry ry� rq � ' • 4' !� � PRE -CONSTRUCTION SPOT � i,
b- ■ 0 4 31250 ELEVATION
ti a ,°' ,�' °' 1 A
r ■ t { ` R T _ 12.00 AS BUILT SPAT GRADES ZD O
1 4a ! ` c8N6:F b6:F50' NOTE: ¢ o
A FIELD DITCH PLUG c� THIS LEGEND SUPERCEDES LEGEND ON Q
C1.2 WHEN CONFLICTING.
.r ► ■ LU
m
qq � FIELD ❑7(CVLUG --�� my q t �q1,
L- I• EXISTING DITCH 11#+ r� } +H
l
(PARTIAL -1 -9 -FILLED) ,
z11`, I t
r
r • 'A
qf40 1%
SO •,
3
s
° •' 00 i / +
h ,a 5 • °TM .° ,� tiq' gory r R ti�
r
01�
P
EXISTING DITCH
4& }[PARTIALLY FILLED)
1 ` 1
� a � � � L•r� �r �-V � AF
AT I e et D ' o� - q ■ ...� °� 1 1 _ .
Minimum Elevalion
Maximum Elevation
Cdar
0.00
7.500
■
7.500
13.000
■
8.00
8.500
■
° •' 00 i / +
h ,a 5 • °TM .° ,� tiq' gory r R ti�
r
01�
P
EXISTING DITCH
4& }[PARTIALLY FILLED)
1 ` 1
� a � � � L•r� �r �-V � AF
AT I e et D ' o� - q ■ ...� °� 1 1 _ .
A5-BUILTS
Minimum Elevation
Maximum Elevation
Color
8.500
9-000
!B tap I
9.000
9-50Q
■
9.500
30-000
.
A5-BUILTS
Minimum Eleva5on
Maximum Elevabw
Calor
10.000
70-590
!B tap I
10.500
17-000
■
11.000
11-500
■
A5-BUILTS
Minimum Elevation
Maximum Elevation
Calor
E1.500
13-000
!B tap I
73.600
18-000
■
16.00
25.000
■
A5-BUILTS
KEY MAP
o w fou 1w
SCALE IN FEET
r
a.
Z
Y Q
r J J
p
` � Z
LL ❑
�° Q
�201D
PR- 1002
lslanWNBY RC
—E: 01/16/14
SHEET:
X4.80
!B tap I
_ a3
as 04
a s7 ae
•193 70 71 '2.
1 : I._.
?s 76 7 : 7a
1-4 41
_
3E 37 .. . -
.L{; �,
31 ��
�TZ[All
dy iGNRI[NT
�--1�1
27 �6Y
22
—
PROJECTBOUNDARY
1r td 10.
DENOTES TMS&E19
i_ fa li.:
.
PHASE 7
9 16�.
f' 5 6 -.
PHASE 3
1 2 7
1�►_ Tri
KEY MAP
o w fou 1w
SCALE IN FEET
r
a.
Z
Y Q
r J J
p
` � Z
LL ❑
�° Q
�201D
PR- 1002
lslanWNBY RC
—E: 01/16/14
SHEET:
X4.80

Li N E - Pie Sheet C4 91 � 14pov
Ale
y' 4 3 ti�.'p. 1fl. 1a- gyp. - _ PP.
dw4.
Of
�
j 4W AL
ll
i° +'0. .0
Ij
'
7 • 10 Y ti
17
L G— _4 }
iI ,r4&dr - It
6 ■ 4 } b ExISTING C
j
+QQ� J +�'. ► q+RT ALL)
y I� I
III �- ii
■ r � �
� I, l � � ./ • ry, ��4 � , ill
� + � m � Y 1 1 � � b ■
o �c 4 � � A� : ❑,d°� � � ❑�' ❑'°: � . � .1 °' '� p tip' �f
v
f �`
E)CISTING DITCH
(PARTIALLY FILLED) • 1
h
F ;4,,71
`V4
A5-BUILTS
LEGEND
Minimum Elevation
Maximum Elevation
Cdw
000
7.500
.
7.500
13.000
■
8.00
8.500
■
F ;4,,71
`V4
A5-BUILTS
LEGEND
Minimum Elevation
Maximum Elevation
Odor
8.500
SAW
REINFORCEMENT)
9.00
9-5AQ
■
8.500
10-000
.
F ;4,,71
`V4
A5-BUILTS
LEGEND
Minimum Etevation
Maximum Elevation
Calor
10.000
70-590
REINFORCEMENT)
10.500
17-000
■
11.000
11-500
■
F ;4,,71
`V4
A5-BUILTS
LEGEND
Minimum Elevation
Maximum Elevstiun
Color
E1.500
13-000
REINFORCEMENT)
73.000
16-M
■
16.00
25.000
■
F ;4,,71
`V4
A5-BUILTS
LEGEND
- 12" CLASS B ]
PR9PBSE&SPILLWAY
N
G y
(PYRAMAT TURF
8" ROCK PAD
REINFORCEMENT)
c z
FILL
w p a
F RePOSEB DITCH CROSSING
i
N(# 57 STONE)
DENOTES THIS sHEEr
PR9P95E9RIP RAP
.
5"
- 12" CLASS B ]
_ PRBPBSEETOP
OF BERM
DPRBPBSEB
8" ROCK PAD
( LARGE SIZE MINE REJECTS)
PRBPBSEEDITCH
FILL
1j
1
I r.
^^,6=B FLOW ARROW
BSLOP EARROW
PRBPGBEB
MAJOR PLUG
(LENGTH = 1001
EWPR®P6SE8MINOR PLUG
JI (LENGTH = 59)
^c PIPE AND
RIPRAP
85
PRE -CONSTRUCTION
SURVEY SPOT ELEVATION
PRE -CONSTRUCTION LIDAR
ELEVATION
12.50 PRE -CONSTRUCTION SPOT
ELEVATION
12.90 O AS - BUILT SPOT GRADES
NOTE:
kl
G��mfm
o�
®�I®1®®�
no".
�i U=M,
E , I'
91 �32 :
L21
CTZCAMA1
iGNU[NT
27 26°
_
—
PROJECTBOUNDARY
—� td 1a.
E]
DENOTES THIS sHEEr
15.:
.
PHASE 7
- . . , ..
'
PNASE 3
KEY MAP
SCALE IN FEET
1002
DRAWN BY RC
-E: 01/16/14
SHEET%:
X4.81

i I II
V Y
ral * rl l
... _ _T 50"
FIELD DITCH PLUG
EXIS ING DITCH 1
(PARTIALLY
a
11*4
�y I
1 �1
- l4 dP .�.lL --.
11
t
af
r •. .. . _- .moi _- t MIC
^ i1
Minimum Elevation
Maximum Elevation
OAor
8.500
9-000
REINFORCEMENT)
9.000
9-W
■
8.500
10-000
.
11
t
af
r •. .. . _- .moi _- t MIC
^ i1
A5-BUILTS
®©
®MEIM
®©
®®
®MEIM
LEGEND
Minimum Elevation
Maximum Elevation
or
10.000
70-590
REINFORCEMENT)
70.500
it-DDO
■
11.000
11-500
■
A5-BUILTS
®©
®MEIM
®©
®®
®MEIM
LEGEND
Minimum Elevation
Maximum Elevation
Color
E1.500
13-000
REINFORCEMENT)
73.600
16-000
■
16.00
25.000
■
A5-BUILTS
®©
®MEIM
®©
®®
®MEIM
LEGEND
PR6PBSEf}TOP OF BERM
PR9PBSE&SPILLWAY
N
G y
(PYRAMAT TURF
( LARGE SIZE MINE REJECTS)
REINFORCEMENT)
c z
.- _--
w p o:
f'RBPOSEB DITCH CROSSING
i
{ (# 57 STONE)
a
PRBPBSEB RIP RAP
( 5" - 12' CLASS B)
_
PR6PBSEf}TOP OF BERM
DPRBPBSED
8" ROCK PAD
1.000
( LARGE SIZE MINE REJECTS)
PR6PBSEEDITCH FILL
.- _--
^^^=BFLOW ARROW
BSLOP EARROW
B
MAJOR PLUG
43MIL911
.0
(LENGTH = 1001
1
PR6POSEBMINOR PLUG
(LENGTH = 59)
PROPBSE15PIPE AND
RIPRAP
0h PRE -CONSTRUCTION
SURVEY SPOT ELEVATION
PRE -CONSTRUCTION LIDAR
ELEVATION
Z � U
PRE -CONSTRUCTION SPOT ?
X1250 ELEVATION
12.00 O AS - BUILT SPOT GRADES
NOTE: ¢ Z
�O
THIS LEGEND SUPERCEDES LEGEND ONLL
Q
C1.2 WHEN CONFLICTING.
m
KEY MAP
o w iou �w
SCALE IN FEET
{ti3
L
-a z
L
� J
_J
p° z
o
�o Q
x
o Ur
1002
DRAWN SY- RC
—E: 01/16/14
SHEET:
04.82
1.000
mamma
43MIL911
.0
n�1
KEY MAP
o w iou �w
SCALE IN FEET
{ti3
L
-a z
L
� J
_J
p° z
o
�o Q
x
o Ur
1002
DRAWN SY- RC
—E: 01/16/14
SHEET:
04.82

£6kS�RliC�50' a A .
LD DITCH PLUG f j
�a� ! A
Oa AAmt
.i
'10
3
s
Y
.6 f V'2
I,e
I
�f
4l
c
Cdar
000
'14 '
if
.
7.500
13.000
YEXISTING DITCH
8.00
j 1 (PARTIALLY FILLED)'
■
f r
II
ti
I 1 ♦V� ♦i
�I
I'1 -
14 r7
1f
q,
f y
o
crosST-R46t SO'
R
�
_
FIELD DITCH PLUG
t
I
Minimum Elevalion
Maximum Elevation
Cdar
000
7.500
.
7.500
13.000
■
8.00
8.500
■
I
NI
ccna�rc"� 1pq 50'
s
FIELD DITCH PLUG
11
-
Jt(
1r� rig
AIII {
' l
w •
LEGEND
N
PREIPBSE&SPILLWAY G y
(PYRAMAT TURF
REINFORCEMENT)
y C)aw
PRBPBSE$DITCH CROSSING p
57 STONE)
f'a
+ If R6P95E� R I P RAP
�r
-R-' s ` ' L >Fw� 1t5"-12" CLASS B)
_PR9PBSE$TOP OFBERM =ci
�.. l., . �' �` • ��N '� .� r+ fftBPBSEB8" ROCK PAD W � �
❑ `'� 15 /ti - 1 ( LARGE SIZE MINE REJECTS)
PR6PBSEEDITCH FILL m y�
W.
E % C]
P86EBFLOW ARROWIlk
a ~ x
a , . „ � ( ) SLOPE ARROW I z
'►i
tiMAJOR PLUG
(LENGTH = 100') N. Co• lit
'^
PRAP65Et}MINOR PLUG
Minimum Elevation
Maximum Elevation
0Aor
8.500
9-000
t.,
9.000
9-500
■
8.500
30-000
.
NI
ccna�rc"� 1pq 50'
s
FIELD DITCH PLUG
11
-
Jt(
1r� rig
AIII {
' l
w •
LEGEND
N
PREIPBSE&SPILLWAY G y
(PYRAMAT TURF
REINFORCEMENT)
y C)aw
PRBPBSE$DITCH CROSSING p
57 STONE)
f'a
+ If R6P95E� R I P RAP
�r
-R-' s ` ' L >Fw� 1t5"-12" CLASS B)
_PR9PBSE$TOP OFBERM =ci
�.. l., . �' �` • ��N '� .� r+ fftBPBSEB8" ROCK PAD W � �
❑ `'� 15 /ti - 1 ( LARGE SIZE MINE REJECTS)
PR6PBSEEDITCH FILL m y�
W.
E % C]
P86EBFLOW ARROWIlk
a ~ x
a , . „ � ( ) SLOPE ARROW I z
'►i
tiMAJOR PLUG
(LENGTH = 100') N. Co• lit
'^
PRAP65Et}MINOR PLUG
I`
k I � `
! 1l ll
• yl
ti°' . ♦� ; ti' 1 4 ti .� ti
l 4l
- 1I -
� k1
y. t 50-
FptD DITCH PLUG y i �` G; l ❑
� I1
�y 7
Minimum Elevedon
by
Cdor
(LENGTH = 5O')
70-590
t.,
70.500
�•
�
IN
aJ
PR6RBSEBPIPE AND
■
+ •
�I
RIPRAP
Q?
Bh PRE -CONSTRUCTION
SURVEY SPOT ELEVATION
PRE -CONSTRUCTION LIDAR
LU ELEVATION
6
a U
0 c p,
❑�I ��
PRE -CONSTRUCTION SPOT
X12 5D ELEVATION
4
12.9[1 AS - BUILT SPOT GRADES
n O
1
rEXISTING DITCH
/ (PARTIALLY FILLED)
MOTE:
O
¢ O
///
THIS LEGEND SUPERCEDES LEGEND ON
Q
C1.2 WHEN CONFLICTING.
w
♦�1 h '
m
I`
k I � `
! 1l ll
• yl
ti°' . ♦� ; ti' 1 4 ti .� ti
l 4l
- 1I -
� k1
y. t 50-
FptD DITCH PLUG y i �` G; l ❑
� I1
�y 7
AS-BUILTS
2 94 aim4. I w 67
St A2 n 94. I.87 89
6g h01 71 72 11 46
C . Es 66 6 ....M .S~
�CL
u
so
71 fl7
5 31 - 32 -. ? STREAM AiiGNMENT -❑ !
.� 27 M — - - — PROJECT SGUADARY Q
r td 10(10 _j
El DENOTES THIS SHEET _J
+ 14: . PHASE 7 '. r
d. q
6 PHASE 3 _ Q
2 3_ Z
LL
KEY MAP (6 O Q
x
I..L,
O (Ij
o w ou w
SCALE IN FEET
PjiDJ- Na.: 1002
t1FWWN BY RC
N- No. DOTE DESMPnON DATE: 01116114
SHEET:
04.83
1
Minimum Elevedon
Maximum Elevation
Cdor
70.000
70-590
t.,
70.500
17-000
IN
71.000
77-500
■
AS-BUILTS
2 94 aim4. I w 67
St A2 n 94. I.87 89
6g h01 71 72 11 46
C . Es 66 6 ....M .S~
�CL
u
so
71 fl7
5 31 - 32 -. ? STREAM AiiGNMENT -❑ !
.� 27 M — - - — PROJECT SGUADARY Q
r td 10(10 _j
El DENOTES THIS SHEET _J
+ 14: . PHASE 7 '. r
d. q
6 PHASE 3 _ Q
2 3_ Z
LL
KEY MAP (6 O Q
x
I..L,
O (Ij
o w ou w
SCALE IN FEET
PjiDJ- Na.: 1002
t1FWWN BY RC
N- No. DOTE DESMPnON DATE: 01116114
SHEET:
04.83
1
Minimum EFevation
Maximum Elevation
Color
E1.500
13-000
In
73.000
18 -DDD
IN
713.000
25.000
■
AS-BUILTS
2 94 aim4. I w 67
St A2 n 94. I.87 89
6g h01 71 72 11 46
C . Es 66 6 ....M .S~
�CL
u
so
71 fl7
5 31 - 32 -. ? STREAM AiiGNMENT -❑ !
.� 27 M — - - — PROJECT SGUADARY Q
r td 10(10 _j
El DENOTES THIS SHEET _J
+ 14: . PHASE 7 '. r
d. q
6 PHASE 3 _ Q
2 3_ Z
LL
KEY MAP (6 O Q
x
I..L,
O (Ij
o w ou w
SCALE IN FEET
PjiDJ- Na.: 1002
t1FWWN BY RC
N- No. DOTE DESMPnON DATE: 01116114
SHEET:
04.83
1

I
�4 EONSTRUeT5O' I, r
1 Y FIELD DITCH PLUG f
y I + � 1'�� l• I i ,
s -
�
` r►
4 a•I ,i �
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n
tip
7
�1
eerrs�e� rs so,
FIELD DITCH PLUG
'ISTING DITCH
aRr� IALLv FILLED) ,
r
Zi
Minimum Elevation Maximum Elevation Color Minimum Elevation Maximum Elevamw Calor
8.500 SAW 10.000 70-590
7.5W 13.000 9.000 9-5Ao ■ low it -Opo ■
8.000 8.500 ■ 8.500 10-000 . 11.00 11-500 ■
Minimum Elevation
Maximum Elevation
Color
Minimum Elevalion
Maximum Elevation
Color
73.600
0-000
7.500
.
25.000
■
a
PReP95E9 RIP RAP
' i I
Cl
0
IE DITCH PLUG
II
dp
X
AS-BUILTS
LEGEND
Minimum Elevation
Maximum Elevation
Color
E1.500
13--
KtINFORCEMENT)
73.600
18-000
■
16.00
25.000
■
' i I
Cl
0
IE DITCH PLUG
II
dp
X
AS-BUILTS
LEGEND
( 5" - 12" CLASS B )
PRePBSE&SPILLWAY
^�
N
G y
(PYRAMAT TURF
KtINFORCEMENT)
N c g
p a
PRBPBSE$DITCH CROSSING
i
(# 57 STONE)
a
PReP95E9 RIP RAP
qq.
a 5
-Exl,,51NG DITCH aG
(PARTIALLY FILLED)
�jjj�
(LENGTH = 50')
PR6PeSEB PIPE AND
RIPRAP
05
PRE -CONSTRUCTION
SURVEY SPOT ELEVATION
PRE -CONSTRUCTION LIDAR
ELEVATION
Z � U
PRE -CONSTRUCTION SPOT ?
X1250 ELEVATION
a
(�O AS BUILT SPAT GRADES C
NOTE:¢ Z
�O
THIS LEGEND SUPERCEDES LEGEND ON Q
C1.2 WHEN CONFLICTING.
m
a
ICO 1p -
si % I g7
4i �9
STFILAM ALi G1JM[NT —❑ !
PROJECT BOUNDARY Q
DENOTES THIS SHEET J
W'
PHASE?o
PHASE 3 O
LL ❑
KEY MAP (6 O Q
x
[L o Ur
o w sou lyp
SCALE IH FEET
PRD)- - : 1002
DRAWN BY RC
—E: 01/16/14
SHEET:
G4.84
( 5" - 12" CLASS B )
_
PR6PBSEETOP OF BERM
DPRBPBSEB
8" ROCK PAD
( LARGE SIZE MINE REJECTS)
PR6PBSEEDITCH FILL
t --
EB FLOW ARROW
PR9RRREF)
SLOPE ARROW
PRBPGBEB
MAJOR PLUG
(LENGTH = 1001
l
PRAP65Ef)MINOR PLUG
qq.
a 5
-Exl,,51NG DITCH aG
(PARTIALLY FILLED)
�jjj�
(LENGTH = 50')
PR6PeSEB PIPE AND
RIPRAP
05
PRE -CONSTRUCTION
SURVEY SPOT ELEVATION
PRE -CONSTRUCTION LIDAR
ELEVATION
Z � U
PRE -CONSTRUCTION SPOT ?
X1250 ELEVATION
a
(�O AS BUILT SPAT GRADES C
NOTE:¢ Z
�O
THIS LEGEND SUPERCEDES LEGEND ON Q
C1.2 WHEN CONFLICTING.
m
a
ICO 1p -
si % I g7
4i �9
STFILAM ALi G1JM[NT —❑ !
PROJECT BOUNDARY Q
DENOTES THIS SHEET J
W'
PHASE?o
PHASE 3 O
LL ❑
KEY MAP (6 O Q
x
[L o Ur
o w sou lyp
SCALE IH FEET
PRD)- - : 1002
DRAWN BY RC
—E: 01/16/14
SHEET:
G4.84

FIELD 0
0
y
VEXISTING DITCH
(PARTIALLY FILLER.1
il
Minimum Elevation Maximum Elevation Color Minimum Elevation Maximum Elevadan Calor
8.500 9-000 10.000 70-590
9.000 9-5A0 ■ 70.5W 17 -DW ■
9.500 10 -DW . 11.000 11-500 ■
Minimum Elevalion
Maximum Elevation
Cdw
0-000
7.500
.
7.5W
13.000
■
8.OD0
8.500
■
b
T' x,
0
t�
( �R4i6•T 50'
FIELD DITCH PLUG
h,-AiL- ULP
aS'
AS-BUILTS
k
LEGEND
N
1� 'R9PBSEBSPILLWAY k y
(PYRAMAT TURF
iy REINFORCEMENT) N o z
iii 40 0
p a
■ ' �' rr+ FRBPB5E1DITCH CROSSING i
(# 57 STONE}
4L . I " a J ■
a } PR9P88EBRIP RAP
~ %,
Minimum Elevation
Maximum Elevation
Color
E1.500
13 -DM
73.600
18-0D0
■
16.00
25.000
■
b
T' x,
0
t�
( �R4i6•T 50'
FIELD DITCH PLUG
h,-AiL- ULP
aS'
AS-BUILTS
k
LEGEND
N
1� 'R9PBSEBSPILLWAY k y
(PYRAMAT TURF
iy REINFORCEMENT) N o z
iii 40 0
p a
■ ' �' rr+ FRBPB5E1DITCH CROSSING i
(# 57 STONE}
4L . I " a J ■
a } PR9P88EBRIP RAP
~ %,
(5"-12" CLASSB]
■
PRAPASE$TOP OF BERM
1� �Y•
0 ELEVATION
PRAPE)SEB 87 ROCK PAD
i C
( LARGE SIZE MINE REJECTS)
2 U
IROP69EE) DITCH FILL
i
PRE -CONSTRUCTION SPOT
X1250
i- }z
tv- f RePBSEI}FLOW ARROW
lR6P85F9 SLOPE ARROW
�CD I -
MAJOR PLUG
=EdPRBP95EB
(LENGTH =100')
J
- PR9PB5EBMINOR PLUG
(LENGTH = 59)
PRAP95EB PIPE AND
RIPRAP
i0h PRE -CONSTRUCTION
SURVEY SPOT ELEVATION
EXISTING DITCH
(PARTIALLY FILLED)
O
7
M
U)
Z
C13 J
J Ca•^l
O Lr
F OE L
LL ❑
KEY MAP (� O
x
N
a � V
o s0 100 150
SCALE IN FEET
PR --Na.: 1002
OPAWN BY- RC
—E: 01/16/14
SHEET:
C4.85
q,°' PRE -CONSTRUCTION LIDAR
0 ELEVATION
2 U
PRE -CONSTRUCTION SPOT
X1250
i- }z
ELEVATION
�CD I -
12.00 AS - BUILT SPOT GRADES
a a
O
NOTE:
THIS LEGEND SUPERCEDES LEGEND ON
J ry
LL
a
C1-2 WHEN CONFLICTING.
m
-
m
EXISTING DITCH
(PARTIALLY FILLED)
O
7
M
U)
Z
C13 J
J Ca•^l
O Lr
F OE L
LL ❑
KEY MAP (� O
x
N
a � V
o s0 100 150
SCALE IN FEET
PR --Na.: 1002
OPAWN BY- RC
—E: 01/16/14
SHEET:
C4.85

l � �60 4r
AQ'1`
Is.� � �♦ ti 7 �1 � 1 +r. r
11 i
° _
IA
�l FIELU DITCH PLUG
12Lr.
AfM
Minimum Elevation Maximum Elevation 0Aor Minimum Elevadon Minimum
8.500 SAW 10.000
9.000 9-5Ao ■ 70.500
8.500 30-000 . 11.000 7,lr,.-
Minimum Elevalion
Maximum Elevation
Cdar
(Low
7.500
.
7.500
13.000
IN
8.00
8.500
■
~
t o ' ± sl
I
1 '
I
r
r +
• 4
#.
Nt
Ilk
w
a t . * r —A +�
n 0
EXISTING DITCH .
(PARTIALLY FILLED)•.
U
,t
� r ,•I. 1 �
4
O'
+ A 4
A5-BUILTS
LEGEND
Elevation
Maximum Elevstion
Color
71.500
13-000
REINFORCEMENT)
73.000
18-000
IN
16.00
25.000
■
,t
� r ,•I. 1 �
4
O'
+ A 4
A5-BUILTS
LEGEND
PReF8SE&SPILLWAY
N
G y
(PYRAMAT TURF
.. a T..
REINFORCEMENT)
w p cL
PRBPOSEE DITCH CROSSING
i
(# 57 STONE)
a
PR6PE)SE9RIP RAP
t 5" - 12" CLASS S)
_ PR6P95EETOP OF BERM
DPRBP9SED 8" ROCK PAD
(LARGE SIZE MINE REJECTS)
PRBPE)SEEDITCH FILL
t _ EIFLOW ARROW
L•i: f'RBRB5��
MAJOR PLUG
(LENGTH = 1001
PR®P(35Et)MINOR PLUG
(LENGTH = 5U)
PR9PeSEB PIPE AND
- RIPRAP
0y PRE -CONSTRUCTION
' SURVEY SPOT ELEVATION
�' PRE -CONSTRUCTION LIDAR
` 1 ELEVATION
` X1250 PRE -CONSTRUCTION SPOT
I ELEVATION
jt 12.00 O AS - BUILT SPOT GRADES
NOTE:
THIS LEGEND SUPERCEDES LEGEND ON
C1.2 WHEN CONFLICTING.
'r - 1 37 1-M
— �.- STREAM Ai1GNMENT
jp 31 32
727 22 26°
— PRO.IECT SGUADARY
Zl �
– . 78 19 E:1 DENOTES THIS SHEET
PHASE 7
19 11
.. a T..
PNASE3
KEY MAP
�o
�_ o w lou 1yp
SCALE IN FEET
IN
L
PjiDJ- Na.: 1002
DRAWN BY RC
-E: 01/16/14
SHEET:
04.86

► 4w .-
Alf IL
■ -
r^ f 1 r .4 r
7 4 L ► r i 41 '. i' r" I l 9
4
at
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50
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I TOP OF K �
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1
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(PARTIALLY FILLVD)
I
I e,
t?9H8iitwe 50' a
FIELD DITCH PL6G
s -
a
U �
P
a O�z D ("
a
Q ,
1 a❑
Q � Q
. °�• �.
n a -0
❑ O CnVC TO- 9 � � � � a d .d ra
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PRepesEE! DITCH
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0 EXISTING ❑ �o 1j1�
GRADE
o
to
ti
alion Maximum Elevation Color
Minimum Elevation Maximum Elevation Color
Minimum Elevedon Maximum Elevabmr Calor
10.000 70-590 t.,
70.500 it-DDO ■
11.000 11-500 ■
XV \-
Minimum Elevation Maximum Elevation Color
11.500 13 -DM
13.000 18-000 ■
18.000 25.000 ■
(PYRAMAT TURF
7.500 0
REINFORCEMENT)
8.500 9-000
13.000
w p cL
9AD0 9-5A0 ■
8.500 ■
(# 57 STONE)
9.500 10 -DW 0
S7 V
G.DITCH
Q
'� [7 � ��
s m C a ❑ o`C l__Q
o r
a401
4" 19A
CP 0
AS-BUILTS
LEGEND
l
FRBPBSEBSPILLWAY
N
k y
(PYRAMAT TURF
REINFORCEMENT)
c z
w p cL
FRBPB5EeDITCH CROSSING
i
(# 57 STONE)
a
PR9PB8EBRIP RAP
(5"-12" CLASS B)
_ PRAPASEB TOP OF BERM
DPRBPOSEB 87 ROCK PAD
( LARGE SIZE MINE REJECTS)
"ROP69EE) DITCH FILL
+ - PR6PASEBFLOW ARROW
>~ PRBPB5EBSLOPE ARROW
=EdPRBPBSEB
MAJOR PLUG
(LENGTH =100')
—PRBPBSEBMINOR PLUG
(LENGTH = 59)
PRAPeSEB PIPE AND
RIPRAP
i0h PRE -CONSTRUCTION
SURVEY SPOT ELEVATION
PRE -CONSTRUCTION LIDAR
U ELEVATION
X1250 PRE -CONSTRUCTION SPOT
ELEVATION
12.00 O AS - BUILT SPOT GRADES
NOTE:
THIS LEGEND SUPERCEDES LEGEND ON
C1-2 WHEN CONFLICTING.
Lm"Amai
a0L�
PROZCT:.
E:1 DENOTES Tmsskligr
111 tea,.
KEY MAP
0 s0 100 150
SCALE IN FEET
4
U
M
W
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P Lr)
°z
0
-v
�LL o
(� O
x
N
a � V
Plsa- Na.: 1002
DRAWN SY- RC
—E: 01/16/14
SHEET:
C4.88

09�
0
C
09 0�� 0
a
D
IV�.A, I YO
�EXISTIN6 DITCH Q f `xISTI
11t a
+, s
m 1
❑ j
095
e
jp
ii 4 Q 0
6
A$ � ROry
Q # 0 v
610
❑ ❑
ITCH
040 �I'1 �
f IND WH
Cdw
000
l3
�a
D❑
13.000
Exis G 15" eEMP
8.000
8.500
■
Q
Q r. � Q ti
EXISTING DITCH
oti0"I',-
0
0
LL
o
I
1
9
0
u.. T -
I I
0
I o i
n
°N Q MOLL OWELL ❑ Q 'I
TOP OF BANK qpI
I it
EXIST NG DITCH � XISTING DITCH 0 EXISTING DIT LL
�' �.j A 9' 9' li
rI o
P
ol•p
0 0 0 0 Q C C :
� � I
- I`4
;I NORTH PROPERTY LINE _
ALIGNMENT
0
7 � • ��
MATCH LINE - See Sheet C4.79 0 �,
LEGEND l
' "RePBSEB SPILLWAY k
D(PYRAMAT TURF i8
HC
�o` 11;'y �NO
REINFORCEMENT) % W
I ! �d"a 2
Q o i
'• o PRBPBBEE1DITCH CROSSING $ i
' (# 57 STONE) a
II EXISTING DITCH
EXISTING DITCH PR9P85EE1RIP RAP
P
a ( 5" - 12" CLASS B )
n
❑ _ fY2APA5EI3TOP OF BERM
Rory n � Roo R❑� ,❑�
0 t7 a 0 PRAPBSEB 8" ROCK PAD
D ( LARGE SIZE MINE REJECTS)
[} P
ENCROACHMENT ON WEST PROPERTY LINE' _
ti r�'►
46WW E* ®
± f
NORTH PROPERTY LINA-,� BCITCH _) i/ // / �R6P69Ef>'DITCH FILL
ALIGNMENT _ CENTERLINE
54+00.00 Fv_ f RePBSEE1FLOW ARROW
52+20-00 (F -F-}
R a ❑ PR8P85E9 SLOPE ARROW
- —+ -- - i - _ MAJOR PLUG
- , - _ - - - - - (LENGTH =100')
PREIPB5EBMINOR PLUG
�19f11-50 - - - q. (LENGTH = 59)
1 12.x=1 `n,r
12.5 fR6?65EBPIPEAND
y LL 1 1` n r RIPRAP
- 154+00.00 (F -F) f �;' 0h PRE -CONSTRUCTION
52+20.60 (F_F-y '� �; t SURVEY SPOT ELEVATION
BERM r Ii
zr % ❑° PRE -CONSTRUCTION LIDAR
l_PH2 N CENJ, R LINE OF BERM 0 ELEVATION
C ALIGNMENT U 2 U
J
I j w 3 12 50 PRE -CONSTRUCTION SPOT M Z
SPILLWAY DETAIL f ELEVATION
LL -SEE SHEET EXISTING ' v
j
E U,
( ' 12.00 AS -BUILT SPOT GRADES O
a C10.1 & C10.2) f�fi7F v U
+k 12-6 �_ r. NOTE: ¢ r
BERM SHIFTED 10± SOUTH THIS LEGEND SUPERCEDES LEGEND ON J O
PH2 N CENTER LINE OF BERM Ra- DVE TO ENCROACMENT C1-2 WHEN CONFLICTING.
ALIGNME.N ❑ R1I1 VRTH PRO TY Lp []
u TOP OF BANK Q
`o r
LL
-
o 0 ❑ 0 • '0
o f
PRePOSE V BERM
r t,AP '
0
l
-0 12.86
BERM SHIFTED 10+ EAST DUE TO
P
A
W
0
LL
fl]
Z
C13 J
a
0 Z
�LL o
KEY MAP O
lo
.l jam assatoo'50 •'
f1 SCALE IN FEET
+, PR --Na.: 1002
DRAWN SY- RC
EV -No. DATE DESMPnOk GATE: 01/16/14
SHEET:
AS-BUILTS C4.89
Minimum Elevalion
Maximum Elevation
Cdw
000
7.500
.
7.500
13.000
■
8.000
8.500
■
�19f11-50 - - - q. (LENGTH = 59)
1 12.x=1 `n,r
12.5 fR6?65EBPIPEAND
y LL 1 1` n r RIPRAP
- 154+00.00 (F -F) f �;' 0h PRE -CONSTRUCTION
52+20.60 (F_F-y '� �; t SURVEY SPOT ELEVATION
BERM r Ii
zr % ❑° PRE -CONSTRUCTION LIDAR
l_PH2 N CENJ, R LINE OF BERM 0 ELEVATION
C ALIGNMENT U 2 U
J
I j w 3 12 50 PRE -CONSTRUCTION SPOT M Z
SPILLWAY DETAIL f ELEVATION
LL -SEE SHEET EXISTING ' v
j
E U,
( ' 12.00 AS -BUILT SPOT GRADES O
a C10.1 & C10.2) f�fi7F v U
+k 12-6 �_ r. NOTE: ¢ r
BERM SHIFTED 10± SOUTH THIS LEGEND SUPERCEDES LEGEND ON J O
PH2 N CENTER LINE OF BERM Ra- DVE TO ENCROACMENT C1-2 WHEN CONFLICTING.
ALIGNME.N ❑ R1I1 VRTH PRO TY Lp []
u TOP OF BANK Q
`o r
LL
-
o 0 ❑ 0 • '0
o f
PRePOSE V BERM
r t,AP '
0
l
-0 12.86
BERM SHIFTED 10+ EAST DUE TO
P
A
W
0
LL
fl]
Z
C13 J
a
0 Z
�LL o
KEY MAP O
lo
.l jam assatoo'50 •'
f1 SCALE IN FEET
+, PR --Na.: 1002
DRAWN SY- RC
EV -No. DATE DESMPnOk GATE: 01/16/14
SHEET:
AS-BUILTS C4.89
Minimum Elevation
Maximum Elevation
Color
8.500
9-000
I{
9.500
5-500
■
8.500
10-D00
0
�19f11-50 - - - q. (LENGTH = 59)
1 12.x=1 `n,r
12.5 fR6?65EBPIPEAND
y LL 1 1` n r RIPRAP
- 154+00.00 (F -F) f �;' 0h PRE -CONSTRUCTION
52+20.60 (F_F-y '� �; t SURVEY SPOT ELEVATION
BERM r Ii
zr % ❑° PRE -CONSTRUCTION LIDAR
l_PH2 N CENJ, R LINE OF BERM 0 ELEVATION
C ALIGNMENT U 2 U
J
I j w 3 12 50 PRE -CONSTRUCTION SPOT M Z
SPILLWAY DETAIL f ELEVATION
LL -SEE SHEET EXISTING ' v
j
E U,
( ' 12.00 AS -BUILT SPOT GRADES O
a C10.1 & C10.2) f�fi7F v U
+k 12-6 �_ r. NOTE: ¢ r
BERM SHIFTED 10± SOUTH THIS LEGEND SUPERCEDES LEGEND ON J O
PH2 N CENTER LINE OF BERM Ra- DVE TO ENCROACMENT C1-2 WHEN CONFLICTING.
ALIGNME.N ❑ R1I1 VRTH PRO TY Lp []
u TOP OF BANK Q
`o r
LL
-
o 0 ❑ 0 • '0
o f
PRePOSE V BERM
r t,AP '
0
l
-0 12.86
BERM SHIFTED 10+ EAST DUE TO
P
A
W
0
LL
fl]
Z
C13 J
a
0 Z
�LL o
KEY MAP O
lo
.l jam assatoo'50 •'
f1 SCALE IN FEET
+, PR --Na.: 1002
DRAWN SY- RC
EV -No. DATE DESMPnOk GATE: 01/16/14
SHEET:
AS-BUILTS C4.89
Minimum Elevation
Maximum Elevation
Calor
10.000
70-590
I{
10.500
17-000
■
11.000
11-500
.
�19f11-50 - - - q. (LENGTH = 59)
1 12.x=1 `n,r
12.5 fR6?65EBPIPEAND
y LL 1 1` n r RIPRAP
- 154+00.00 (F -F) f �;' 0h PRE -CONSTRUCTION
52+20.60 (F_F-y '� �; t SURVEY SPOT ELEVATION
BERM r Ii
zr % ❑° PRE -CONSTRUCTION LIDAR
l_PH2 N CENJ, R LINE OF BERM 0 ELEVATION
C ALIGNMENT U 2 U
J
I j w 3 12 50 PRE -CONSTRUCTION SPOT M Z
SPILLWAY DETAIL f ELEVATION
LL -SEE SHEET EXISTING ' v
j
E U,
( ' 12.00 AS -BUILT SPOT GRADES O
a C10.1 & C10.2) f�fi7F v U
+k 12-6 �_ r. NOTE: ¢ r
BERM SHIFTED 10± SOUTH THIS LEGEND SUPERCEDES LEGEND ON J O
PH2 N CENTER LINE OF BERM Ra- DVE TO ENCROACMENT C1-2 WHEN CONFLICTING.
ALIGNME.N ❑ R1I1 VRTH PRO TY Lp []
u TOP OF BANK Q
`o r
LL
-
o 0 ❑ 0 • '0
o f
PRePOSE V BERM
r t,AP '
0
l
-0 12.86
BERM SHIFTED 10+ EAST DUE TO
P
A
W
0
LL
fl]
Z
C13 J
a
0 Z
�LL o
KEY MAP O
lo
.l jam assatoo'50 •'
f1 SCALE IN FEET
+, PR --Na.: 1002
DRAWN SY- RC
EV -No. DATE DESMPnOk GATE: 01/16/14
SHEET:
AS-BUILTS C4.89
Minimum Elevation
Maximum Elevation
Color
t1.500
13 -DM
73.000
18-000
■
16.00
25.000
■
�19f11-50 - - - q. (LENGTH = 59)
1 12.x=1 `n,r
12.5 fR6?65EBPIPEAND
y LL 1 1` n r RIPRAP
- 154+00.00 (F -F) f �;' 0h PRE -CONSTRUCTION
52+20.60 (F_F-y '� �; t SURVEY SPOT ELEVATION
BERM r Ii
zr % ❑° PRE -CONSTRUCTION LIDAR
l_PH2 N CENJ, R LINE OF BERM 0 ELEVATION
C ALIGNMENT U 2 U
J
I j w 3 12 50 PRE -CONSTRUCTION SPOT M Z
SPILLWAY DETAIL f ELEVATION
LL -SEE SHEET EXISTING ' v
j
E U,
( ' 12.00 AS -BUILT SPOT GRADES O
a C10.1 & C10.2) f�fi7F v U
+k 12-6 �_ r. NOTE: ¢ r
BERM SHIFTED 10± SOUTH THIS LEGEND SUPERCEDES LEGEND ON J O
PH2 N CENTER LINE OF BERM Ra- DVE TO ENCROACMENT C1-2 WHEN CONFLICTING.
ALIGNME.N ❑ R1I1 VRTH PRO TY Lp []
u TOP OF BANK Q
`o r
LL
-
o 0 ❑ 0 • '0
o f
PRePOSE V BERM
r t,AP '
0
l
-0 12.86
BERM SHIFTED 10+ EAST DUE TO
P
A
W
0
LL
fl]
Z
C13 J
a
0 Z
�LL o
KEY MAP O
lo
.l jam assatoo'50 •'
f1 SCALE IN FEET
+, PR --Na.: 1002
DRAWN SY- RC
EV -No. DATE DESMPnOk GATE: 01/16/14
SHEET:
AS-BUILTS C4.89

Q ° " LEGEND
o d ° o �jl 11
PRePE)SE----- -
' a
& SPILLWAY
4 V {PYTURF
A U tt11 REINFQRCEMENT) N o z
w rn
, 0 m m m m PR6PB5EEDITCH CROSSING ¢ i
la ,gab � a oi- W 1i 9 4 9 0
❑ o qD d o Q a Q a o o ❑ ❑ o ❑ (# 57 STONE) a
■ P
PREIP85EBRIP RAP
4 d /Q� o [j 9 (5`-12" CLASS B)
PR6P95E$TOP OF BERM e v
a F o !
EXISTING' ITCH 2
(LARGE
EB SIZE ROCK PAD
(LARGE 512E MINE REJECTS)
o ❑ ❑ ❑ o ti'io ❑ 1 INGDITCH o , isoR ',:`a m�m�os
y EXISTING DITCH p PRGP88EB DITCH FILL m 8
EXISTING DITCH a vv ti E LL
' EXISTING DITCH e Q
fR6PB5E9FLOW ARROW ~ i
� 1 f
l 4 ll 1 r~ PR9RA5F3
ESLOPEARROW
' ❑ Q ❑ B
� . O � ❑❑ U ❑ ❑ O O O _ �
a PR6PB8E�QITGH NORTH PROPERTY LINE � 66+06-0 MAJOR PLUG
q ALIGNMENT 1 .+00.00( F -F]
a �— [LENGTH = 100'y Ic
00
60+00.
Ti
56+00.� [F -F] ., - ..+�•c� J - ss ► _ r ` _ 3�` - ._ - •. PRBPE3SEBMINOR PLUG ~'
rl_
'e o _ _ [LENGTH = 50')
fR8RB5EB PIPE AND
RIPRAP
PRE -CONSTRUCTION
- -� L - - 12-71 ; Fti " SURVEY SPOT ELEVATION
-TO
P OF BANK t $? PRE -CONSTRUCTION LIQAR
_ _ - -- -- 2. - 4 12-46;; - r ❑ ELEVATION
o ' PRE-CONST
RUCTION SPOT2.51 'F 64+00 -OD {* 66+00-00 FF] 012 50
O O ❑ ELEVATION
BpRM 62+00,00 (F -F) zr
a
58+00,00 (F F] �; 6WO.00 {F -F] f 12-00 AS -BUILT SPOT GRADES �, 0
,o 56+t10A0 (F -F] s� BERM SHIFTED 10t SDUTf� T NOTE: ¢ z F
-poli DUE TO ENCROACHMENT ON � o 0
r t: f yc F ! ' � ``' ORTH PROPERTY LINE THIS LEGEND SUPERCEDES LEGEND ON J 0
�r LL
t r EXISTING r dw FIELD UG f l C1.2 WHEN CONFLICTING.
$a
RADE r 4 o m
e RM1A . eewW bNeT-50' E
FIELD 51TCH PLUG' ° f f ❑ ❑ l fj (1 ❑ 1 p} ❑
Akrl° r ° ❑ o❑," 4L ❑ G I C
I }TCH Y
` { A LLY FILLED} .* . 7 , l PAD
4A Ajr*
IALL
W
w
co
L
a_
a Z
Q
� J
rann
_p V
a: Z
Q Q
t Q of 1 + . 1%} } _r. f LL
KEY MAP (10 O Q
IL
4 o s° oo w
m � 6
� _ ..,, � A - � �p • ti. � � SCALE IN FEET
{} C H. E��- E �� 5 �� ■ - ► �' ` '4 PRQJ. NO.: 1002
GRAvy" 8Y RC
AS -B U I LTS
—E: 01/16/14
SHEET-
G4.9�
Minimum Elevation
Minimum Elevalion
Maximum Elevation
Cdw
9.09
GADO
7.500
■
■
7.5W
s.oao
■
8.000
8.500
■
AS -B U I LTS
—E: 01/16/14
SHEET-
G4.9�
Minimum Elevation
Maximum Elevation
Cdor
8.500
9.09
�fl
9.ano
9-W
■
8.500
10-000
■
AS -B U I LTS
—E: 01/16/14
SHEET-
G4.9�
Minimum Elevation
Maximum Elevation
Cdor
10.000
70-590
�fl
lo.w
11-Dw
■
11.000
11-500
■
AS -B U I LTS
—E: 01/16/14
SHEET-
G4.9�
Minimum Elevation
Maximum Elevation
Color
11.500
13 -DM
�fl
13.6w
38 -DDD
■
16.00
25.000
■
AS -B U I LTS
—E: 01/16/14
SHEET-
G4.9�

-
r
I
C DA a ❑A a ❑� ❑9 ' ❑q6 ❑"T C' �V I ■ ❑�'S ❑9HO%
t..,, EXISTING DITCH EXISTING DITCH
EXISTING DITCH
EXISTING DITCH -EXISTING DITCH
O ❑ O O ❑ ❑ G
r
4j
bJ
Maximum Elevation
LEGEND
PR6P9SEEDITCH FILL
11
V ZI ,.
m
9 -SAD
.000
0
30-000
8.000
i1RBPA8E&SPILLWAY
(PYRAMAT TURF
r
d
- �•: �'
' TOP OF BANK
- NORTH PROPERTY LINE
74460.00 (F -F)
:F -F) AL I E �!
REINFORCEMENT)
w c z
5ESLOPE ARROW
PRF)P6B
room
40..
In
z w
Q 0.
❑
O
❑
—" DITCH CROSSING
F
a i
(# 57 STONE)
a
�_ -
- _ - 91
` -
-4-1
PR9P65E$ MINOR PLUG
s
'
PR6POSEERIP RAP
{ 5" - 12" CLASS 8 ]
EXISTING DITCH EXISTING DITCH r PRBPBSEETOP OF BERM
ae 4;1 PRBPEISED 8" ROCK PAD
❑ ' O D ( LARGE SIZE MINE REJECTS)
`0 V a �r
Minimum Elevation
Maximum Elevation
i/ // /
PR6P9SEEDITCH FILL
9-QOQ
I,
9.000
9 -SAD
.000
8.500
30-000
8.000
8.500
80ll
-
--TPLDW ARROW
- �•: �'
' TOP OF BANK
- NORTH PROPERTY LINE
74460.00 (F -F)
:F -F) AL I E �!
- - •• _ 6} •
EL
y' aac� 78
_ ��
5ESLOPE ARROW
PRF)P6B
room
40..
In
0 -
r
- - -- 19'
MAJOR PLUG
(LENGTH = 100')
�_ -
- _ - 91
` -
-4-1
PR9P65E$ MINOR PLUG
[LENGTH =50')
psoN III W210
PR9PeSE$PIPE AND
r 12-0 1
RIPRAP
-
.1 -3
313 -- - — - 3,+ �r �•I
-
12-89 '' f-�
• PesERBERM I r$D 0y PRE -CONSTRUCTION
.2 65. e - - --
o 4
''{ l. 4
7$+00.00 (F -F) � � SURVEY SPOT ELEVATION
74+09.00 (F -F) 76+00.00 (F -F)
■ ' PRE -CONSTRUCTION LIDAR
Ir
\ ��
� � g+00.00 [F -F] DITCH ELEVATION
❑,68+00.00 (F -F) 0111 ❑h�+00.00 {F-! ] 1, ❑h16 ` ,� hOP SE$ roti ,9 ,�6 a° .�',- ?
1 R `. y.:
PRE -CONSTRUCTION SPOT z
r- ❑ ❑ r R., p� X1250
ir
S � ISTII+� � `•r.•,u�rrv�7zac�+�F ELEVATION
AdT r f� TOP OF UG
1 12•pD AS - BUILT SPOT GRADES n Q
ti f
wr
IE H PLOG f , I NOTE: ¢ o [if
E x f"I THIS LEGEND SUPERCEDES LEGEND ON Q
P w
r.' 'Q C1.2 WHEN CONFLICTING.
w
v*o o � - ��M ❑ v� m
,1� %II
ti h� h4 -
v ❑ ` I a f L DITCH
s• } . '� _ ` TIDITCH
(PAR
�' f [PARTIALAL LY FILLED]
€ ► o`a ory o
7� °, +r ❑ + � �� Oh I f ❑h � ❑
• f7
Minimum Elevation Maximum Elevation Cdar
0-000 7.500 .
7.500 13
AS-BUILTS
�jjj�
s®
s�
I 1100 11,04 IN061
I =
In IN %117 m
91 82 83 IW 1 65 ,9 to
b0 71 r T3 '7;- 76
ss a >a• ` .�
43 i4
IT ae
31 (�]
�TZ[Al.1 d1iGNRl[NI tet'!
1 n' Q
23 - - - - PROJECT BOUNDARY J
:Ib lY__El DENOTES TMS SHEET J
PHASE 7 < o
6 PHASE 3 Q
2 3
LL
KEY MAP C6 O Q
[L ° CD
o w ,ou w
SCALE IN FEET
PRD.1- Na.: 1002
OPAWN BY RC
DATE: 01/16/14
SHEET:
04.91
Minimum Elevation
Maximum Elevation
Color
8.500
9-QOQ
I,
9.000
9 -SAD
.000
8.500
30-000
8.000
8.500
■
AS-BUILTS
�jjj�
s®
s�
I 1100 11,04 IN061
I =
In IN %117 m
91 82 83 IW 1 65 ,9 to
b0 71 r T3 '7;- 76
ss a >a• ` .�
43 i4
IT ae
31 (�]
�TZ[Al.1 d1iGNRl[NI tet'!
1 n' Q
23 - - - - PROJECT BOUNDARY J
:Ib lY__El DENOTES TMS SHEET J
PHASE 7 < o
6 PHASE 3 Q
2 3
LL
KEY MAP C6 O Q
[L ° CD
o w ,ou w
SCALE IN FEET
PRD.1- Na.: 1002
OPAWN BY RC
DATE: 01/16/14
SHEET:
04.91
Minimum Elevation
Maximum Elevation
Color
8.500
9-QOQ
I,
9.000
9 -SAD
■
8.500
30-000
.
AS-BUILTS
�jjj�
s®
s�
I 1100 11,04 IN061
I =
In IN %117 m
91 82 83 IW 1 65 ,9 to
b0 71 r T3 '7;- 76
ss a >a• ` .�
43 i4
IT ae
31 (�]
�TZ[Al.1 d1iGNRl[NI tet'!
1 n' Q
23 - - - - PROJECT BOUNDARY J
:Ib lY__El DENOTES TMS SHEET J
PHASE 7 < o
6 PHASE 3 Q
2 3
LL
KEY MAP C6 O Q
[L ° CD
o w ,ou w
SCALE IN FEET
PRD.1- Na.: 1002
OPAWN BY RC
DATE: 01/16/14
SHEET:
04.91
Minimum Elevation
Maximum Elevadm3
Calor
10.000
70-590
I,
10.500
17-nDD
■
11.000
11-500
■
AS-BUILTS
�jjj�
s®
s�
I 1100 11,04 IN061
I =
In IN %117 m
91 82 83 IW 1 65 ,9 to
b0 71 r T3 '7;- 76
ss a >a• ` .�
43 i4
IT ae
31 (�]
�TZ[Al.1 d1iGNRl[NI tet'!
1 n' Q
23 - - - - PROJECT BOUNDARY J
:Ib lY__El DENOTES TMS SHEET J
PHASE 7 < o
6 PHASE 3 Q
2 3
LL
KEY MAP C6 O Q
[L ° CD
o w ,ou w
SCALE IN FEET
PRD.1- Na.: 1002
OPAWN BY RC
DATE: 01/16/14
SHEET:
04.91
Minimum Elevation
Maximum Elevation
Color
11.500
13-000
r ]
13.600
18-00
■
16.00
25.000
■
AS-BUILTS
�jjj�
s®
s�
I 1100 11,04 IN061
I =
In IN %117 m
91 82 83 IW 1 65 ,9 to
b0 71 r T3 '7;- 76
ss a >a• ` .�
43 i4
IT ae
31 (�]
�TZ[Al.1 d1iGNRl[NI tet'!
1 n' Q
23 - - - - PROJECT BOUNDARY J
:Ib lY__El DENOTES TMS SHEET J
PHASE 7 < o
6 PHASE 3 Q
2 3
LL
KEY MAP C6 O Q
[L ° CD
o w ,ou w
SCALE IN FEET
PRD.1- Na.: 1002
OPAWN BY RC
DATE: 01/16/14
SHEET:
04.91

1
D D
H rEXISTING DITCH
a o
uas u a U
� 4- e ❑
1n p pq
a o
o ll j �c
p D,a? A o D aV V f��� a Deo ¢ , D%oa�oo-D Q 8 a 4
P b4 D a
T OF BAN o 0 0 0
f ❑ d yF v o ;y'NO THP OPERTY INE oy ? [ Q a l v
D 0 0 �IS O D O b D
nDBI
LEGEND
7.500
V � c
lR9PBSEB SPILLWAY
G
6j
v�
(PYRAMAT TURF
_ Ig
9.500
10 -DW
REINFORCEMENT)
a c z
%
'
o a
a�
O D
PRBPBBEBDITCH CROSSING
$ i
'
(# 57 STONE)
PR9P85EBRIP RAP
( 5" - 12" CLASS B )
PRAPOSEI3TOP OF BERM
DPROPOSER 8" ROCK PAD
( LARGE SIZE MINE REJECTS)
I ?) Ll / F _ �+•o� -- _ i . - i� �� / R6P69ED DITCH FILL
00 00 (F -F
0:: -+00.100 0 -F) � Y -
- y-
- -
�-
.
84+00.00 (F -F)
ash 82+0.0.00 F -F7
a Pgo+oo-00 (F -F)` �Alf
GERM TRANSITION E {
ACK TO ORIGINAL
4 ALIGNMENT
cBONSrvSTTT"'UG+ 50' C -
FIELD DITCH PLUG C„
'r ► � 4 °
r� BERM SHIFTED 10± SOUTH F71� t i
ENCROACHM NPROPER •
r r
03
g 1
OIL All,
. r
�ai , D,a
Minimum Elevalion I Maximum Elevation Cdw
3 0-00
7.500
.
[ 7.500
13.000
6j
8.DO
8.500
■
9.500
10 -DW
.
r�
Minimum Elevation
Maximum Elevation
Odor
8.500
9-000
6j
9.000
9-500
■
9.500
10 -DW
.
r�
86+0 (F -F) ' vPOScaDITCH
'1 f
'_'EXISTING
_ GRADE -
:Y.
r
DITCH v,
YFILLED) s °
4
F. .• ■
11 n` 14
9 -BERM
'-TOP OF BAMS
'I
90+00.00(F -F)
�b $ry
'p
.� I��• Ir 1!
v
r1
FIELD DITCH PLUG
t ~ I. EXISTING DITCH —�
I dy PARTIALLY FILLED)
0 U
Lit_'h" 'S
a- u-6
+ - PR6PASEBFLOW ARROW 99 i ~ "�' z
>~ PR6PB5EBSLOPE ARROW s
PRBP95EB fix..
MAJOR PLUG=Ed cI
(LENGTH =100') els
I�
PR9PBSEBMINOR PLUG
92+00. (LENGTH = 59)
a. PRsPeGEBPIPEAND
�-� RIPRAP
i0h PRE -CONSTRUCTION
SURVEY SPOT ELEVATION
PRE -CONSTRUCTION LIDAR
D ELEVATION
2 U
X12 50 PRE -CONSTRUCTION SPOT m }z
ELEVATION I -
a a
12.06 AS -BUILT SPOT GRADES O
NOTE:
J ry
THIS LEGEND SUPERCEDES LEGEND ON 0
LL
C1.2 WHEN CONFLICTING.
m
IF
eet
.4-
C. $ "
2-
Minimum Elevedon
Maximum Elevation
Calor
10.000
70-590
6j
10.500
17 -DDD
IN
11.000
11-500
■
86+0 (F -F) ' vPOScaDITCH
'1 f
'_'EXISTING
_ GRADE -
:Y.
r
DITCH v,
YFILLED) s °
4
F. .• ■
11 n` 14
9 -BERM
'-TOP OF BAMS
'I
90+00.00(F -F)
�b $ry
'p
.� I��• Ir 1!
v
r1
FIELD DITCH PLUG
t ~ I. EXISTING DITCH —�
I dy PARTIALLY FILLED)
0 U
Lit_'h" 'S
a- u-6
+ - PR6PASEBFLOW ARROW 99 i ~ "�' z
>~ PR6PB5EBSLOPE ARROW s
PRBP95EB fix..
MAJOR PLUG=Ed cI
(LENGTH =100') els
I�
PR9PBSEBMINOR PLUG
92+00. (LENGTH = 59)
a. PRsPeGEBPIPEAND
�-� RIPRAP
i0h PRE -CONSTRUCTION
SURVEY SPOT ELEVATION
PRE -CONSTRUCTION LIDAR
D ELEVATION
2 U
X12 50 PRE -CONSTRUCTION SPOT m }z
ELEVATION I -
a a
12.06 AS -BUILT SPOT GRADES O
NOTE:
J ry
THIS LEGEND SUPERCEDES LEGEND ON 0
LL
C1.2 WHEN CONFLICTING.
m
IF
eet
.4-
C. $ "
2-
AS-BUILTS
91 I I0', 87 a IV]
v' qa rl 12-1 n rn- r-
ss 0s �
u ae
3E 1 37 U)
{.32 �TZ[All dy iGNRI[NI -0 Z
31 7Lr V L
21 �I - - - - PROJECTBOUNDARY J
ca "it to E:1 DENOTES THIS $HEFT J a
PHASE 7
d.
E - PHASE 3 t 0
I �
�LL o
(� O
x
N
o 0
0 50 100 150
SCALE IN FEET
PjiDJ- Na.: 1002
OPAWN SY- RC
:EV - No. DATE DESMPnON OAT E: 01/16/14
SHEET:
C4.92
MiAiFnUMELK4bWl
Maximum Elevation
Calor
E1.500
13-00
6j
73.000
18-M
IN
16.00
25.000
I ■
AS-BUILTS
91 I I0', 87 a IV]
v' qa rl 12-1 n rn- r-
ss 0s �
u ae
3E 1 37 U)
{.32 �TZ[All dy iGNRI[NI -0 Z
31 7Lr V L
21 �I - - - - PROJECTBOUNDARY J
ca "it to E:1 DENOTES THIS $HEFT J a
PHASE 7
d.
E - PHASE 3 t 0
I �
�LL o
(� O
x
N
o 0
0 50 100 150
SCALE IN FEET
PjiDJ- Na.: 1002
OPAWN SY- RC
:EV - No. DATE DESMPnON OAT E: 01/16/14
SHEET:
C4.92

I'm
o 4 ,til' Q e 6A(� LI T! v
n p o
�Iwo 0 Q y o I E OF ROAD MARKERS'
$ •11 V L- EXISTING DITCH' 6 `' -A ` q P l I _- -(FUTURE)
EXISTING DITCH (�j �} e .. �_� r •
- ,'.tEXISTINGDITCH NORTH PR�AP
fLINE I .
`fQPq h . -a
ff ae GNMENT_
f�1
04+
V 6 604 7 d
%Q �Y F d -L ti3f - fa w
_9e 00-
ya.n7.__ — -- -
--
_
-- —�1 -
a. �fi+OD-00 (i
.00 (1 q9a+D0-00 {F F1 °'
D e
Minimum Elevation
Maximum Elevation
Cdar
3 0-080
7.500
.
[ .sou
a.oao
�
8.000
r�
■
.
w pIa
l FRBPii DITCH CROSSING
i
(# 57 STONE)
a
F
D e
Minimum Elevation
Maximum Elevation
Cdar
3 0-080
7.500
.
[ .sou
a.oao
�
8.000
8.500
■
.
w pIa
v t PR9PEj6E8•BERM
I r
10D+D0.00 (F -F) 102+0000( F -F)
98+Oil}. 7D {F -F} } PR6P95ES DITCH 4
GRADE
f ' �
I '
I�
FIELD DITCH PLUG }
� I V.
I 'L
,yr,- 1 1.
L,
�a
—EXISTING DIT
f (PARTIALLY
.4,
1
40 jT
AS-BUILTS
Minimum Elevation
Maximum Elevation
Color
8.500
9-000
9.000
9-5A0
■
9.500
10 -DW
.
40 jT
AS-BUILTS
Minimum Etevadon
Maximum Elevabw
Calor
10.000
70-590
10.500
17 -DDD
■
11.000
11-500
■
40 jT
AS-BUILTS
Minimum Elevation
Maximum Elevation
Wor
E1.500
13-000
73.600
18-0D0
■
16.00
25.000
■
40 jT
AS-BUILTS
( 5" - 12" CLASS B ]
M�
_ PRAPASE$TOP OF BERM = 6
DPRBP9$EB 8" ROCK PAD W S
( LARGE SIZE MINE REJECTS) 0 8 4
m���a�
R6P69EB DITCH FILL
E
y rv- f RePB5i FLOW ARROW a F LL [66LL7 ?
PRBPB5EHSLOPE ARROW z
cr
L MAJOR PLUG (LENGTH =100') lit
—PRBPBSEBMINOR PLUG
(LENGTH = 59)
fR6P65EB PIPE AND
��� RIPRAP
i0h PRE -CONSTRUCTION
SURVEY SPOT ELEVATION
PRE -CONSTRUCTION LIDAR
0 ELEVATION
2 U
PRE -CONSTRUCTION SPOT i- }Z
X12 50 ELEVATIONI-
a a
1200 O AS - BUILT SPOT GRADES O
NOTE:
J
THIS LEGEND SUPERCEDES LEGEND ON 0
C1-2 WHEN CONFLICTING.
m
too t+r
1$ h giii I N g7
ee 03H41 es %1 67 Naa fl]
U)
STRVN ALIGNMENT Z
;� 27 23; _ _ _ — PROJECT BOUNDARY 23 ca J
19 E] DENOTES TMS SHEET J
Si t5
PHASE?
,9 11 0
PHASE 3 t Q
>. Z
�LL o
KEY MAP (� O
x
N
a � V
0 s0 100 150
SCALE IH FEET
PR -- 1002
OPAWN SY- RC
N- No. DATE Dili PT10N onTE: 01/16/14
SHEET:
C4.93
1
LEGEND
l
F'RBPBSEB SPILLWAY
N
k y
(PYRAMAT TURF
REINFORCEMENT)
2 z
w pIa
l FRBPii DITCH CROSSING
i
(# 57 STONE)
a
PR9PB8EBRIP RAP
( 5" - 12" CLASS B ]
M�
_ PRAPASE$TOP OF BERM = 6
DPRBP9$EB 8" ROCK PAD W S
( LARGE SIZE MINE REJECTS) 0 8 4
m���a�
R6P69EB DITCH FILL
E
y rv- f RePB5i FLOW ARROW a F LL [66LL7 ?
PRBPB5EHSLOPE ARROW z
cr
L MAJOR PLUG (LENGTH =100') lit
—PRBPBSEBMINOR PLUG
(LENGTH = 59)
fR6P65EB PIPE AND
��� RIPRAP
i0h PRE -CONSTRUCTION
SURVEY SPOT ELEVATION
PRE -CONSTRUCTION LIDAR
0 ELEVATION
2 U
PRE -CONSTRUCTION SPOT i- }Z
X12 50 ELEVATIONI-
a a
1200 O AS - BUILT SPOT GRADES O
NOTE:
J
THIS LEGEND SUPERCEDES LEGEND ON 0
C1-2 WHEN CONFLICTING.
m
too t+r
1$ h giii I N g7
ee 03H41 es %1 67 Naa fl]
U)
STRVN ALIGNMENT Z
;� 27 23; _ _ _ — PROJECT BOUNDARY 23 ca J
19 E] DENOTES TMS SHEET J
Si t5
PHASE?
,9 11 0
PHASE 3 t Q
>. Z
�LL o
KEY MAP (� O
x
N
a � V
0 s0 100 150
SCALE IH FEET
PR -- 1002
OPAWN SY- RC
N- No. DATE Dili PT10N onTE: 01/16/14
SHEET:
C4.93
1

1i
7 /
i
r
f' f ROYAL ROAD
/ ALIGNMENT
i
fRA?B5E�DITCH a$
END OF ROAD M
50
f
"EXISTING
GRADE j
0A, I
r
-
C: 4 _
rj I
I i EXISTING DITCH
I. II
--EXISTING
FILLED)
❑��flff.R tia = 1 _ I
L
t
Minimum Elevation Maximum Elevation Color Minimum Elevation Maximum Elevation Color
8.500 9-000 10-000 10.500 .;�
9400 9-500 ■ 10-506 11.000 ■
8.500 10-000 . 11-000 11-500 ■
Minimum Elevalion
Maximum Elevation
Color
0-000
7.500
.
7.500
13.000
■
8.OD0
8.500
■
r�
AYC H Ll e Sest C4.91 �
o�
r �
� 4
1 �
0 09•
R
LEGEND
eRePBSE& SPILLWAY
�
(PYRAMAT TURF
1 REINFORCEMENT) o g
i t F RE)PeSEBDITCH CROSSING z z
(# 57 STONE)
PR8P65EB RIP RAP
Minimum Elevation
Maximum Elevation
Color
11.500
13.000
13.600
18.000
■
15000
25 -DDI
■
AYC H Ll e Sest C4.91 �
o�
r �
� 4
1 �
0 09•
R
LEGEND
eRePBSE& SPILLWAY
�
(PYRAMAT TURF
1 REINFORCEMENT) o g
i t F RE)PeSEBDITCH CROSSING z z
(# 57 STONE)
PR8P65EB RIP RAP
OL (LENGTH = 50')
PRBPBSEBPIPE AND
RIPRAP
0h PRE -CONSTRUCTION
' SURVEY SPOT ELEVATION
m� PRE -CONSTRUCTION LIDAR
a ELEVATION
Z V
012.50 PRE -CONSTRUCTION SPOT }
ELEVATION y
a
12.OQ AS -BUILT SPOT GRADES m O
NOTE: ¢ Z
�O
THIS LEGEND SUPERCEDES LEGEND ON
LL
C12 WHEN CONFLICTING- Q
Q0
5XISTING DITCH
­[PARTI FILLED)
A5-BUILTS
�{ -1 4's7
.06 [1 !t
E BO
70 1 73 74 I5.. Z 77 : 7E.`, ('6
M. 9
st
STREAM ALIGNI.IENT —❑ Z
23 PROJECT BOUNDARY Q
18 to pENOTEST,vISSNFFT __J
�{ t5
i0 tt PtrASE
L t PHASE 3 ❑
,.
az
�zr) _
�< ❑
KEY MAP M O Q
x
[L
0 50 100 150
SCALE IN FEET
PROJ. N6-: 1 002
DRAWN BY: RC
'v -No. DATE DESCRIPTION PATE: 01/16/14
SHEET:
C4.94
( 5" - 12" CLASS B )
® PR6P8SEETOP OFBERM
DPR6P65EE8"ROCK PAD
(LARGE SIZE MINE REJECTS)
PRBP65E6 DITCH FILL
w.� PRE)PeSEB FLOW ARROW
PRF)P65EB SLOPE ARROW
44 PR6PBSEB
MAJOR PLUG
(LENGTH = 100')
- PRGP85EB MINOR PLUG
OL (LENGTH = 50')
PRBPBSEBPIPE AND
RIPRAP
0h PRE -CONSTRUCTION
' SURVEY SPOT ELEVATION
m� PRE -CONSTRUCTION LIDAR
a ELEVATION
Z V
012.50 PRE -CONSTRUCTION SPOT }
ELEVATION y
a
12.OQ AS -BUILT SPOT GRADES m O
NOTE: ¢ Z
�O
THIS LEGEND SUPERCEDES LEGEND ON
LL
C12 WHEN CONFLICTING- Q
Q0
5XISTING DITCH
­[PARTI FILLED)
A5-BUILTS
�{ -1 4's7
.06 [1 !t
E BO
70 1 73 74 I5.. Z 77 : 7E.`, ('6
M. 9
st
STREAM ALIGNI.IENT —❑ Z
23 PROJECT BOUNDARY Q
18 to pENOTEST,vISSNFFT __J
�{ t5
i0 tt PtrASE
L t PHASE 3 ❑
,.
az
�zr) _
�< ❑
KEY MAP M O Q
x
[L
0 50 100 150
SCALE IN FEET
PROJ. N6-: 1 002
DRAWN BY: RC
'v -No. DATE DESCRIPTION PATE: 01/16/14
SHEET:
C4.94

I
EJ(ISTING DITCH
TIALLYFILLED)
O i>�
Minimum Elevalion
Maximum Elevation
Color
000
7.500
.
7.500
13.000
■
8.00
8.500
■
I
EJ(ISTING DITCH
TIALLYFILLED)
O i>�
-M ATTi LINE - Seg: S pst C4•.99 l I w� T -C LI
V-1 , 1R�
ay +may A } vk tall ti
IV
• 1
t -
Minimum Elevation
Maximum Elevation
Color
8.500
9-00U
t.,
9.000
9-5AQ
■
8.500
30-000
.
-M ATTi LINE - Seg: S pst C4•.99 l I w� T -C LI
V-1 , 1R�
ay +may A } vk tall ti
IV
• 1
t -
4
heet LEGEND
G
PRBP85EB SPILLWAY y
D(PYRAMAT TURF S2
4 0 �` REINFORCEMENT) N o z
* p a
PRE)PeSEE DITCH CROSSING i
(t! 57 STONE)
PRBPOSEB RIP RAP
Minimum Elevation
Maximum Elsvatim7
Calor
70.000
70-590
t.,
70.500
17-00D
■
71.000
77-500
■
4
heet LEGEND
G
PRBP85EB SPILLWAY y
D(PYRAMAT TURF S2
4 0 �` REINFORCEMENT) N o z
* p a
PRE)PeSEE DITCH CROSSING i
(t! 57 STONE)
PRBPOSEB RIP RAP
Minimum Elevation
Maximum Elevstion
Color
E1.500
13-000
27 26°
73.000
18-DDO
■
SB.000
25.000
■
4
heet LEGEND
G
PRBP85EB SPILLWAY y
D(PYRAMAT TURF S2
4 0 �` REINFORCEMENT) N o z
* p a
PRE)PeSEE DITCH CROSSING i
(t! 57 STONE)
PRBPOSEB RIP RAP
I
EXISTING DITCH
I f_
moo- -
PARTIALLY FILLED
yo ;n• � ti v _
OIL or
I1 • j"' r
Y
MEG.
AS-BUILTS
(LENGTH = 59)
PRAP9SE15PIPE AND
RIPRAP
4g PRE-CONSTRUCTfON
' 4
SURVEY SPOT ELEVATION
m� PRE -CONSTRUCTION LiDAR
❑ ELEVATION
Z � U
PRE -CONSTRUCTION SPOT 2
X12 5D ELEVATION
12.OQ AS - BUILT SPOT GRADES
NOTE: ¢ Z
�O
THIS LEGEND SUPERCEDES LEGEND ON Q
C1-2 WHEN CONFLICTING.
m
43 1 4 .
4
( 5" - 12" CLASS 8 )
_
3E 1 31_
_ PRBPB5EETOP OFBERM
- �, �TZ[Al.1
91 3 '
dy IGNRI[NT
27 26°
DPRBP9SEB 8" ROCK PAD
ti —
(LARGE SIZE MINE REJECTS)
td 10.
PR6P95E0 DITCH FILL
PRBPfiSE1FLOW ARROW
16:.
PR8P65EB SLOPE ARROW
PRE)PGSEB
MAJOR PLUG
(LENGTH = 100')
— PR®POSEBMINOR PLUG
I
EXISTING DITCH
I f_
moo- -
PARTIALLY FILLED
yo ;n• � ti v _
OIL or
I1 • j"' r
Y
MEG.
AS-BUILTS
(LENGTH = 59)
PRAP9SE15PIPE AND
RIPRAP
4g PRE-CONSTRUCTfON
' 4
SURVEY SPOT ELEVATION
m� PRE -CONSTRUCTION LiDAR
❑ ELEVATION
Z � U
PRE -CONSTRUCTION SPOT 2
X12 5D ELEVATION
12.OQ AS - BUILT SPOT GRADES
NOTE: ¢ Z
�O
THIS LEGEND SUPERCEDES LEGEND ON Q
C1-2 WHEN CONFLICTING.
m
43 1 4 .
4
_
3E 1 31_
- �, �TZ[Al.1
91 3 '
dy IGNRI[NT
27 26°
ti —
PROJECTBOUNDARY
td 10.
DENOTES THIS SNEET
16:.
PNASE 3
N
{'6
a�
Z
Q
� J
J
aLL
KEY MAP (6 O Q
x
O
O (jl
N v'
o w lou 1yp
SCALE IN FEET
PR --Na.: 1002
DRAWN SY- RC
'v_ No. DATE DESMRnOk DATE: 01/16/14
SHEET:
04.95

"P_
a
9$_1001v = V
O C
-w Y
0j,
1`CFl LfNE�S6er,$ie(t 4:1a" V V o LEGEND
o _ _ _ _ _ PRePE)SEBSPILLWAY k
(PYRAMAT TURF
°j �-7 REINFORCEMENT} N co � -
QV ❑
41 i3�d a
� a � ❑ q L ��1 fRBPB5E�DITCH CROSSING a i
a� a U� a� {# 57 STONE} a
f'RBP85EBRIP RAP
C, �
CD
- 12" CLASS B)
4
�nna
Vd �Qo � � _ f RAPASE;3TOP OF GERM
C; nj
. p e n t� PRBPOSEB8" ROCK PAD
p° �m°j �� �D� D ( LARGE SIZE MINE REJECTS)
L?' PRBPB5EBDITCH FILL
a 6 PL <;5 a� °4y� 4
f42BPB5EBFLOW ARROW
J 4 rrrfff 4� d uuu 4
�� � � f'R6PB5EBSLOPEARROW
Q ❑ �o O� 4 �� o� �� oE=d MAJOR PLUG
4 (LENGTH = 100')
v � 0
1STING� -6:7 YD cPRE)PesEB MINOR PLUG
� DE a fl � n U©�� (LENGTH = 5a')
❑Cg a O p$� e [oma q'L PR8PeSEBPIPE AND
41 cz�, RIPRAP
a PRE -CONSTRUCTION
a o a ❑ *� SURVEY SPOT ELEVATION
_ a A C3 ice% PRE -CONSTRUCTION LIDAR
D
EELS �C ELEVATION
G NT g�A ' , .
�' - 9' °• a '4� 9 V PRE -CONSTRUCTION SPOT
—EXISTING :QITCH�i7 L X12 5r) ELEVATION
�_-
a o �� AS BUILT SPOT GRADES
PROPOScBBERM — t
6 V
EXISTING
GRADE
o
❑4
, r
�g 9 �ro
d � c7
C-AMS�IBT 50' o
OF
1 FIELD DITCH PLUG
4i
W �t7
TOP OF BANK
Sx
Q
0
e6119fiRCLG;F 50'
FIELD DITCFj�LUG y �� ❑
v � I I ah
_ III II
Is
I�
O"
4
Minimum Elevation Maximum Elevation Coior Minimum Elevation Maximum Elevation Color
8.500 9"000 10.000 10590
9.001) 9.500 ■ 10.500 11"Opp ■
9.500 10 -DOD ■ 11.000 11"500 ■
Minimum Elevalion
Maximum Elevation
Color
0"000
7.500
IN
7.5W
$.000
■
8.000
8.500
■
NOTE:
gyp'j '� o ❑ �y� THIS LEGEND SUPERCEDES LEGEND ON
({ C1-2 WHEN CONFLICTING.
Q
o a I t� tot •�
P 4ZI a '
4 b
Q ¢ _ �p 81 82 83. M 65 61 89
7 i.. 169 ea 71 1 T1 ! 71 "25 46 'f 7@
£7 ry O de l65 56 a .a _ .. .�..
�•' QO � er ❑ .1 � M.
7 1 Ll _ -.�. GTZC Al.1 dl iGNRlCN7
VV .�
o 29
Q — - - — PROJECT BOUNDARY
`` ` _ L l8 1a_ • El DENOTES rx s sHEE
1i: . PHASE 7
6 PfW5E3
1: ❑❑
\ ° ❑
� KEY MAP
AS -B U I LTS
REV. No. DATE DESCWPTION
9
Minimum Elevation
Maximum Elevation
Wor
11.500
13-D00
Pfl
13.000
18"000
in
18.000
25.000
■
NOTE:
gyp'j '� o ❑ �y� THIS LEGEND SUPERCEDES LEGEND ON
({ C1-2 WHEN CONFLICTING.
Q
o a I t� tot •�
P 4ZI a '
4 b
Q ¢ _ �p 81 82 83. M 65 61 89
7 i.. 169 ea 71 1 T1 ! 71 "25 46 'f 7@
£7 ry O de l65 56 a .a _ .. .�..
�•' QO � er ❑ .1 � M.
7 1 Ll _ -.�. GTZC Al.1 dl iGNRlCN7
VV .�
o 29
Q — - - — PROJECT BOUNDARY
`` ` _ L l8 1a_ • El DENOTES rx s sHEE
1i: . PHASE 7
6 PfW5E3
1: ❑❑
\ ° ❑
� KEY MAP
AS -B U I LTS
REV. No. DATE DESCWPTION
9
0 50
100 1S0
q4"
SCALE IN FEET
4�
w
Q�
L
a_
a Z
Q
� J
CL
_p C7
IL Z
7C)D
�o
C7
PRDJ. NO.: 1002
DRA'+YN BY RC
DATE: 01/16114
SHEET:
04.97

1�
is
LEGEND
C7 PRBPGSEB SPILLWAY C
�J `
•00 0 1 � (PYRAMAT TURF
A
a q!' a� �^ m 1 REINFORCEMENT) c a g
N w
❑ d� a b° Q Q P o a o o
PRE)PBSEB DITCH CROSSING z
P Q 1� 4' G al ❑p ' q a i i (# 57 STONE) o
PRBPA5EB RIP RAP
Q
�j P •� ( 5" - 12" CLASS B y
r.
IN a r.
❑ "3 °
c e �n 4Q 4❑ q C{7t� q ed/ a �❑ , ° p doh4�EFf 9i 1. i as Ae•
-m•1 o.
PROPOSED TOP OF BERM
ati �txfSTiNG
08c) 0 o
EXISTING (PARTIALLY FILLED)ODITCH
GRADE PIPE CROSSING DETAIL PROP95EEI 11" ROCK PAID
V '
(LARGE SIZE MINE REJECTS)
❑ 9 ,'�{ {� ($E7= SHEET C8.2)
rimroSEEDITCH FILL
PRBPBSEB FLOW ARROW
g,
❑ 6111 °O. n n a [, R O ❑ / l
AT GRADE CROSS]NG DETAIL / � ! � � PR9PB5EEiSLOPE ARROW
11 o 6 n+ 0.00 (SEE SHEET C10"1)
�YR9P65E�QITC3i I f/ ! ! �RBPB5EB
❑� b ❑ i/ qq mod ROAD MAJOR PLUG
(LENGTH = 100')
rI J
7
Cr. Q . � � I • a a jr� � � 1 � ,.,: f; ,
q Str i PRGP88EB MINOR PLUG
� a' S'- I e• E?(ISTI o a• a•
a er O ❑ 0 a � `+ ^. cl 9 O GRADE C1 !'• L: (LENGTH = 50')
D® 1dORTH PROPERTY LINE f ( 1
D o �• ALIGNMEN f PRBP6SEB PIPE AND
d e� b y 4i 9 7 L}�11 TOP OF BANK RIPRAP
4 d'17
Q }fir n it �7 .; .•; g ' I �h PRE -CONSTRUCTION
I a d Oa 4� c ❑ q ` a uu ] T : �' .` SURVEY SPOT ELEVATION
4 I G y I PRE -CONSTRUCTION LIDAR
O p 00 + Yj p >. O ELEVATION
4 0 0:
o
i s Cy o S r j I PRE -CONSTRUCTION SPOT v
r l[ti, iy n, I&E 7� b pj ; ` I X1250 ELEVATION m
r 12.00 AS - BUILT SPOT GRADES 0
p v NOTE: ¢ Z F
O Q
k p [l 160
, 0 rya 6 ti THIS LEGEND SUPERCEDES LEGEND ON J W
'k 1,p by a
c a [� �' 9 �PRBP9SEB SERM f ; % t ° C7 "2 WHEN CONFLICTING- 4�4
TILE 050 m W�
_pv 1�3 tr D 4 Q j�� atr EXISTING ROADSIDE DITCH
°�` � 9 q nil f �y (FILLED)�
'''MSTING ROADSIDE 4{
EXISTING ITCH �? + a
DITCH
EXI TING DITCH a iPARTI
ALLYF-ILLEDy
c 01
EXISTING DITCH ° G Q. !f f f/ j Y #" p 1
ROYAL ROAD
Minimum Elevalion Maximum Elevation Color
Minimum Elevation Maximum Elevation Color
Minimum Elevation Maximum Elevation Coon
(Low 7.500 ■
8.500 9099
10 -DOD 10.800
7.500 13.000 ■
9A0o 9"500 0
10"506 11.069 ■
8.000 8.500 ■
8.500 10"000 ■
11000 71"500 ■
V ALIGNMENT
o �
5
/ 409
� 050 ,! • ,r � I� `�
! 1
W
a Z
i Q
� J
❑
< ❑
a, f; A KEY MAP (� O Q
+o
ti 0
f'T
/•`, / �� 0 so loo lio
SCALE IN FEET
AT - -- - ' - - • - — PRD3. N6.: 1 DD2
DRAWN BY: RC
PATE: 01/16/14
SHEET:
C4.98
Minimum Elevation Maximum Elevation Calor
11.500 13.009
AS -B U I LTS
,3.000 16.999 ■
16"000 25"099 ■
PATE: 01/16/14
SHEET:
C4.98

' 0 F'R9PBSEBSPILLWAY
4 E
Zlk �_
1b'Q• i t F{PYRAMAT TURF r g
❑ n a� � REINFORCEMENT}IPE CROSSING DETAIL 1PARKING LOT oZ/—(SEE SHEET C9.2) I � � �j [SEE SHEET C7. 0 PRBPBSE&DITCH CROSSING i
I
g+74.81
06, (# 57 STONE) f } i t r
STA. 15+20 1 PRBP88EBRIP RAP
2 - 18" CALP �t31,
(SEE SHEET C9.2) + 1 { 5" - 12" CLASS S ]
ID
EXIS
TIN
G RrO
As
5Oi
0 O U O DITCH
_DfPR6P65EETOP OF BERM
ROYAL ROAD -- PRBPA5E&8" ROCK PADALIGNMENT PARKING 0"Mft
{LARGE SIZE MINE REJECTS)
PARKIO10.9a�oo
i�PARKING LOT EL - 107PR6P95EB DITCH FILLt7
_
? EXISTIN ROADSIDE ' —
'�� DITCH
{FILLED)
STA. 11+00 PIPE CROSSING DUAIL
�6 —2 - 18" CALPb� :. �� o,R (SEE SHEFC N2) 0� Yt. li +71.81 yd
_ y p (SEE SHEET C9.2) _ p ° 1
0
i
INE w
1 4L.
.
Not
ED)
'
A 1.
Ilk
t f _ *01b / ` 0$x .9 a.
vp
r
&061L, .�1UTApTCy _11 E -�
Minimum Elevation I Ma%""m EI&VOW cow
0.000
7-500
■
7.500
6.000
.
8.000
6.500
■
0
4dr' �& L a
Minimum Elevation
Maximum Elevation
Wor
8.500
9-000
.
9.000
9.500
■
9.500
10-000
■
0
4dr' �& L a
Minimum Elevation
Maximum Elevation
Calor
t0.000
10-500
.
50.500
11-000
■
11.000
11-500
■
0
4dr' �& L a
n$_ tat= anct I L',.i. II y 1_-N
'ty / ■ & .
sf ��
d�
VC4,95 .,
r:� US m016*1
PR6Pe5EBFLOW ARROW
PR6P88EBSLOPEARROW
f'RAPBSEB
MAJOR PLUG
(LENGTH = 100')
p ' f 04 PRBPeSEB MINOR PLUG
r [LENGTH = 57)
-- _� TRE)P65EBPIPE AND
RIPRAP
o �h PRE -CONSTRUCTION
�6o * SURVEY SPOT ELEVATION
�'4 r
O ' m� PRE -CONSTRUCTION LIDAR
C] 0 ELEVATION
0] PRE -CONSTRUCTION SPOT
r ' 312.50 ELEVATION
12-00 AS - BUILT SPOT GRADES
NOTE:
THIS LEGEND SUPERCEDES LEGEND ON
' C7,2 WHEN CONFLICTING.
O
Minimum Elevation
Maximum Elevation
Wor
51.500
13-000
.
15.000
16.000
16.000
25.000
■
n$_ tat= anct I L',.i. II y 1_-N
'ty / ■ & .
sf ��
d�
VC4,95 .,
r:� US m016*1
PR6Pe5EBFLOW ARROW
PR6P88EBSLOPEARROW
f'RAPBSEB
MAJOR PLUG
(LENGTH = 100')
p ' f 04 PRBPeSEB MINOR PLUG
r [LENGTH = 57)
-- _� TRE)P65EBPIPE AND
RIPRAP
o �h PRE -CONSTRUCTION
�6o * SURVEY SPOT ELEVATION
�'4 r
O ' m� PRE -CONSTRUCTION LIDAR
C] 0 ELEVATION
0] PRE -CONSTRUCTION SPOT
r ' 312.50 ELEVATION
12-00 AS - BUILT SPOT GRADES
NOTE:
THIS LEGEND SUPERCEDES LEGEND ON
' C7,2 WHEN CONFLICTING.
O
i 1 KEY MAP
Ary
O
0 50 400 150
�r SCALE IN FEET
PRw- r1o.: 1002
owLwHev: RC
DATE: 01116/14
$HEEr
04.99
�a.
. . .m�
i 1 KEY MAP
Ary
O
0 50 400 150
�r SCALE IN FEET
PRw- r1o.: 1002
owLwHev: RC
DATE: 01116/14
$HEEr
04.99

CH Ll et
D� •+ f f b�1H r+ bis
4� i
�3+33.85`
31DE DITCH
afq 1❑O,
+ ROADSfDE DITCH PLUG
O
194' .�' `rn1a1ln�a �ynuary
DITCH
i I PLUG IFILLE
000
7.500
.
-- —
.-._-- 2]•p0
♦
211+00 ^---"---y5+00
27.9Q--------
1 I -r -1-�T_ .i.
_
81.0_Tr 3r2i - --•------- - 3dN
2i•a N033W
+ - 1— t F- 1 -- #--moi- fit^ F �� -f
— -,�
----- - - - -
- moi- T-� .- —i
-- rnPGEL1 .64`- -------------
7- �1
_--- - - - - --------------
� ❑ �
-�7 +----------------__ _ _- _
PLi1GtL`-1 :41
s
96. 3732 -
.l ��
�TZ[All dy iGNRI[NI
}•
EXISTIW6OD
31DE DITCH
Minimum Elevalion
Maximum Elevation
Cdw
000
7.500
.
7.500
13.000
■
8.00
8.500
■
31DE DITCH
Minimum Elevation
Maximum Elevation
Color
8.500
9-00U
REINFORCEMENT)
9.000
9-W
■
9.500
10 -DW
.
31DE DITCH
Minimum Elevation
Maximum Elevabon
Calor
101100
70-590
REINFORCEMENT)
70.500
17 -DDD
■
111100
11-500
■
31DE DITCH
37
AS-BUILTS
w
LEGEND
Minimum Elevation
Maximum Elevation
Color
E1.500
13-000
REINFORCEMENT)
73.000
18-000
■
191100
25.000
■
37
AS-BUILTS
w
LEGEND
- 12• CLASS B)
�R9R9�E&SPILLWAY
N
G y
�T� {PYRAMAT TURF
8" ROCK PAD
REINFORCEMENT)
c z
FILL
w p a
FRBP85EBDITCH CROSSING
i
(# 57 STONE)
a
PRBP95E9 RIP RAP
-IT Say an
(S"
- 12• CLASS B)
_ PRBPBSEBTOP
OF BERM
DPRBPOSED
8" ROCK PAD
(LARGE SIZE MINE REJECTS)
PRBPBSEEDITCH
FILL
t rrn-86EE) FLOW ARROW
BSLOP EARROW
PRBPGSEB
MAJOR PLUG
(LENGTH =100')
PRepeSEBMINOR PLUG
(LENGTH = 59)
PR9P85EB PIPE AND
RIPRAP
�5 PRE -CONSTRUCTION
SURVEY SPOT ELEVATION
PRE -CONSTRUCTION LIDAR
ELEVATION
X125D PRE -CONSTRUCTION SPOT
ELEVATION
12.90 O AS - BUILT SPOT GRADES
NOTE:
THIS LEGEND SUPERCEDES LEGEND ON
C1-2 WHEN CONFLICTING.
KEY MAP
o w fou 1w
SCALE IN FEET
PjiDJ- Na.: 1002
DRAWN SY- RC
—E: 91/16/14
SHEET:
X4.1 0D
! 14 1104 05
9a tw 1
_ g a2
n '0411
11
•I g3 70, 71 �2
':3 :I.4 .1 i6 r : 7fl
:;' -53 y
-IT Say an
96. 3732 -
.l ��
�TZ[All dy iGNRI[NI
i 26
.� ti
- PROJECTBOUNDARY
- td 10
E] DENOTES THIS sHEEr
14-
PHASE 7
A.
a _,
' PNASE3
KEY MAP
o w fou 1w
SCALE IN FEET
PjiDJ- Na.: 1002
DRAWN SY- RC
—E: 91/16/14
SHEET:
X4.1 0D

so LEGEND
4 R��BPBrsEBSPILLWAY k �
(PYRAMAT TURF
CQ 0 v Q ° GS `V REINFORCEMENT)
q,
1..
n qi- mm
-
i ,
o_
4
O O
°v
0
'
❑ S L f_Jo j
c3 0
Q
fRBPB5EBDITCH CROSSING
N
o i ai
8.000
35*66.00
�❑v
`
p
G 48"CPP
2 9113
pill
V.
p
(# 57 STONE)
f'RBPB5EBRIP RAP
a
q ❑ n a � .� � { 5.. _ 12" CLASS B ]
LFOILLED1
DSIDE ROYAL ROAD x% PR9PBSEB48" HDPE D' q D C` vp O ❑
DITCH ALIGNMENT • (SEE SHEET C9-2} a � a D a _ PRAPASEBTOP OF BERM
_ .. - U o
d ❑ 0q PRBP65EB8" ROCK PAD
3e• ------ a — -- --- - -- 3e.ao - - - - - - as•oa J ya0 - � - , `� a„ O A �[�• LARGE 512E MINE REJECTS)
+ - —1 -i i — i E 1 — i F -'F Wil- 11 l�j, Q
r.v--1 1=� � I~ � o v / / / PRBPBSE$DiTCH FILL
0
II
r -EXISTING a
(PARTIALLY FILLE
n aE c�
to n c
f
a� qQ a
Minimum Elevation Maximum Elevation Color Minimum Elevation Maximum Elevation Color
8.500 9-000 10.000 70-590
9.000 9-5W ■ 70.500 11 -DOD ■
9.500 10-D00 . 11.000 11-500 ■
Minimum Elevalion
Maximum Elevation
Color
6A00
7.500
0
7.5W
8.000
ff
8.OD0
8.500
pill
-�•■ ■
.�
° vZ
�r
a u 6 �� P 4 1 c
A
7l
• `F
■
MAJOR PLUG
(LENGTH= 100')
jr/�
e
1
7
a
(� Q
r
All
p
�c
0
II
r -EXISTING a
(PARTIALLY FILLE
n aE c�
to n c
f
a� qQ a
Minimum Elevation Maximum Elevation Color Minimum Elevation Maximum Elevation Color
8.500 9-000 10.000 70-590
9.000 9-5W ■ 70.500 11 -DOD ■
9.500 10-D00 . 11.000 11-500 ■
Minimum Elevalion
Maximum Elevation
Color
6A00
7.500
0
7.5W
8.000
ff
8.OD0
8.500
■
A
LE ROAD
MENT
�1
I�. r
,� ♦ TI�
` ` 1
1
TOP OF BANK
FR6P69E&DITCH y E�
Y \
6
a� ch
PRBP9SEBBERM
MATCH
EXISTING
GRADE
(LENGTH = 50')
� � ❑ fR8P95EBPIPE AND
a a v RIPRAP
fJ� a o h PRE -CONSTRUCTION
t� SURVEY SPOT ELEVATION
PRE -CONSTRUCTION LIDAR
OP OF BANK $ z� V y 0 � ELEVATION
q• Wp 2 U
h p 0 PRE -CONSTRUCTION SPOT `, i� Z
3 ❑ p CD X12 5D
M Y
ELEVATION a
O L 12.00 AS - BUILT SPOT GRADES n fl
1 v U
i NOTE: ¢ z F
ak �y THIS LEGEND SUPERCEDES LEGEND ON J o
o C1-2 WHEN CONFLICTING.
q• a �d/J/�❑ W
• a
Sr
[?BH5E 50' 1
FIELD DITCH PLUG
� Ilt
I,I
❑q El(I§tING DITCH -,,,1 ❑�
-til. I
'k
14
III
A
EXISTING DITCH
Maximum Elevation
Color
11.500
13-000
�fl
+'RRBP95EBFLOW ARROW
38 -ODD
q �ry p
g`t
PRBPBSEBSLOPE ARROW
v
° vZ
�r
a u 6 �� P 4 1 c
B
7l
� a
]ac
_
4 G.�
`gyp v 4r
MAJOR PLUG
(LENGTH= 100')
e
1
a
(� Q
p
PRBPBSEBMINOR PLUG
(LENGTH = 50')
� � ❑ fR8P95EBPIPE AND
a a v RIPRAP
fJ� a o h PRE -CONSTRUCTION
t� SURVEY SPOT ELEVATION
PRE -CONSTRUCTION LIDAR
OP OF BANK $ z� V y 0 � ELEVATION
q• Wp 2 U
h p 0 PRE -CONSTRUCTION SPOT `, i� Z
3 ❑ p CD X12 5D
M Y
ELEVATION a
O L 12.00 AS - BUILT SPOT GRADES n fl
1 v U
i NOTE: ¢ z F
ak �y THIS LEGEND SUPERCEDES LEGEND ON J o
o C1-2 WHEN CONFLICTING.
q• a �d/J/�❑ W
• a
Sr
[?BH5E 50' 1
FIELD DITCH PLUG
� Ilt
I,I
❑q El(I§tING DITCH -,,,1 ❑�
-til. I
'k
14
III
A
AS -B U I LTS
0
NG DITCH
I , 14 05
!W 95 98 gi
O U 4� 04 5 [",$01rn
i9 T1 72 . T3 : T;. -.5 48 v n
L
03.1i --
37 ill
-j ay• STRFAM AL1GNMCNT
27 2sy _ — PROJECT BOUNDARY
22
id .10 OENO res THIS SHEET J
14: . PHASE 7 _ ¢ CL
d. X
E - . PHASES _ 0
IL Z
�L
KEY MAP O
2
0o w ,00 ,w
SCALE W FEET
PRQJ.Na.: 1002
GRAvy" 8Y RC
:EV. No. GATE DESCRIPTION DATE: 01/16/14
SHEET:
C4.1D1
Minimum Elevation
Maximum Elevation
Color
11.500
13-000
�fl
t3.OD0
38 -ODD
■
78.000
25.000
■
AS -B U I LTS
0
NG DITCH
I , 14 05
!W 95 98 gi
O U 4� 04 5 [",$01rn
i9 T1 72 . T3 : T;. -.5 48 v n
L
03.1i --
37 ill
-j ay• STRFAM AL1GNMCNT
27 2sy _ — PROJECT BOUNDARY
22
id .10 OENO res THIS SHEET J
14: . PHASE 7 _ ¢ CL
d. X
E - . PHASES _ 0
IL Z
�L
KEY MAP O
2
0o w ,00 ,w
SCALE W FEET
PRQJ.Na.: 1002
GRAvy" 8Y RC
:EV. No. GATE DESCRIPTION DATE: 01/16/14
SHEET:
C4.1D1

MATCH LI N E - Sep sheet C4" i L ;
I`]l Ij
4
a 4 (7
GR
o D
d O �"'c"'- I
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A �
❑ ❑ PI NORTH PROOER
ALIG T
Q7' t a G 8fi
WE YERH �ViSER e
ba o46 4 �Q
I: ++
4tr _ per.�I o�° ...7 d�1.A� o� G v$$.
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a
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EXISTING DITCH EXISTING DITCHe I EXISTING DITCH a
4 i,6 ob
ab
4 Q G d O
p 8 r Q0 Qi i ❑
4
R ❑a I �^-C�� ar' Oa �lri1 r•
MATC�y E See Sheet 04,98
MlMmum Etavauan
Ma.lmum EI°va1°an
COW
0.000
7.500
■
7.500
BLwo
0
a"0DD
9.5D0
.
MATCH LI N E - Sep sheet C4" i L ;
I`]l Ij
4
a 4 (7
GR
o D
d O �"'c"'- I
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A �
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EXISTING DITCH EXISTING DITCHe I EXISTING DITCH a
4 i,6 ob
ab
4 Q G d O
p 8 r Q0 Qi i ❑
4
R ❑a I �^-C�� ar' Oa �lri1 r•
MATC�y E See Sheet 04,98
t
Minimum Etavaeon
Maximum Elovobon
Calor
8.500
9000
1 a
8.000
9-500
0
9.500
10 -DW
.
t
Minwnum Elevation
Maximum Rimaltion
COW
10000
10.500
1 a
10.500
11.000 IN
N
11 -ow
11"500 IN
■
t
0
AS—BUILTS
LEGEND
Minimum EVervauon
Muhnum EBavaGon
Color
11.500
13000
1 a
13.000
16.000
N
15000
25"D00
■
0
AS—BUILTS
LEGEND
PRGP96ED PIPE AND
Pligpe5EB SPILLWAY
r.,
C
D(PYRAMAT TURF
PRE -CONSTRUCTION
REINFORCEMENT)
c g
w oia
PR6P6SEB DITCH CROSSING
z z
(# 57 STONE)
o
IRBPB5EB RIP RAP
ELEVATION
( 5" - 12• CLASS B )
_ PROPOSED TOP OF BERM
DPRBF'9SEB8" ROCK PAD
(LARGE SIZE MINE REJECTS)
PROPOSED DITCH FILL
w.� PR9RBSE8•FLOW ARROW
PR9P95ER SLOPE ARROW
MMIPR9PeSEB
MAJOR PLUG
(LENGTH = 100')
-PRGP88EB MINOR PLUG
(LENGTH = 50')
®
PRGP96ED PIPE AND
RIPRAP
_ to131
PRE -CONSTRUCTION
+8h
SURVEY SPOT ELEVATION
PRE -CONSTRUCTION LIDAR
Gab
ELEVATION
38[12.50
PRE -CONSTRUCTION SPOT
y
ELEVATION
12.00
AS - BUILT SPOT GRADES
NOTE:
KEY MAP
0 so 100 150
SCALE IN FEET
PROD. NO"' 1002
PRAWN BY: RC
ATE 0'!116114
SHEET:
NA 02
_t
173 ` 7
gg 94 1 S5 `.E 97
_ to131
t,
gg 7o I 1
73 ?d TS"" :+6 77 • 78`
sy
u � s1
y
r°
DTZCAMA1 iGNLL[N7
n
�
—PROJECT SOL°NDARY
E] OENOTESTHISSHF!•T
PHASE 1
se 11
e t
PHASE 3
KEY MAP
0 so 100 150
SCALE IN FEET
PROD. NO"' 1002
PRAWN BY: RC
ATE 0'!116114
SHEET:
NA 02

I.
%
0 0
II
c"
ISI
e9i46;FRWG;F 50'
FIELDPITCH PLUG
0
yi
�EXISTING DITCH to
(PARTIALLY FILLED)
lbqr
Minimum Etwaticm Maximum Elevation Color Minimum Elevedon Maximum Elovattan Color
8.600 9 -ow I—.
9.0009-W E
9.600 10-000 ,.coo 11500 E
Minimum Elevation
Maximum Elevation
Cdw
(Low
7.500
�fl
7.500
13-000
■
8.w0
8.500
■
qL LEGEND
PREIPBSEB SPILLWAY
(PYRAMAT TURF
z
Nti!NFORCEMENT) a)
CD"� .
Ilk gB
CD, 0.
PRePEISEE) DITCH CROSSING
At is z
(# 57 STONE) z
PReP85EB RIP RAP
CJ) 5" - 12" CLASS B
PROPOSEB TOP OF BERM
L
PRE)POSEB 8" ROCK PAD
(LARGE SIZE MINE REJECTS)
I rlPRBPOSEBDITCH FILL
4611 P2eP85EEl FLOW ARROW
4r PRE31PB5IFF] SLOPE ARROW
PRBPGSEB
MAJOR PLUG
Ge?iS;FRHG 50' (LENGTH = 100o)
FIELD DITCH PLUG
PRE)PesEB MINOR PLUG
(LENGTH = 50')
PR8F'e5EB PIPE AND
y II RIPRAP
05 PRE -CONSTRUCTION
ISURVEY SPOT ELEVATION
PRE -CONSTRUCTION LIDAR
ELEVATION
• PRE -CONSTRUCTION SPOT z
X12 5D
4ELEVATION
i y -C12.00 O AS - BUILT SPOT GRADES
0 NOTE: Z
01 THIS LEGEND SUPERCEDES LEGEND ON
EXISTING DITCH C1_2 WHEN CONFLICTING.
PARTIALLY FILLED)
CL
o
0
a: Z
7C)_
< n
U_
KEY MAP co 0
10
SCALE IN FEET PRoj- Na.:1002
11104
0b
0 y 0 0
yti
yI
AS-BUILTS
r�y=wvl­
DRAWN INY RC
—E: 0III6/14
SKEET
C4.1 D3
Minimum Elevation
Maximum Elevation
Color
11.500
13-000
�fl
13.000
18 -DDD
■
11104
0b
0 y 0 0
yti
yI
AS-BUILTS
r�y=wvl­
DRAWN INY RC
—E: 0III6/14
SKEET
C4.1 D3

F � r
WF
4t4 ❑ �_ 01b o.
d J r
A
Y
1 � �
FIELD DILU� � r
o-' t CD cb
d4
• r•
46
,"}�t •
j'aD)
' }EXISTING DITC�j
{PARTI¢LLY FILi
W '
04
Minimum Elevation Maximum Elevation CoWor Minimum Elevation Maximum Elevation Color
8.500 SAW 10.000 10-590 I t
7.5W $.000 ■ 9.000 9-500 ■ 10.5W 11 -DW ■
W8.000 8.500 ■ 9.500 10-000 ■ T1.000 11-500 .
Minimum Elevation
Maximum Elevation
Minimum Elevation
Maximum Elevation
Color
3 6-000
7.500
IN
■
16.00
25.000
A5-BUILTS
6\ . A
4' ' 9.
LEGEND
Minimum Elevation
Maximum Elevation
Color
11.500
13-000
�fl
13.600
18-000
■
16.00
25.000
■
A5-BUILTS
6\ . A
4' ' 9.
LEGEND
PRePE)SE& SPILLWAY
G
(PYRAMAT TURF
REINFORCEMENT)
c i
N
p �
a
CROSSING
a i
DPRBP95EEDITCH
{# 57 STONE}
a
PRBPB5EBRIP RAP
5" - 12" CLASS B ]
M�
_ TROPOSEB TOP OF BERM u ti
DPRBPBSEB8" ROCK PAD W
( LARGE SIZE MINE REJECTS)
PRBPOSEEDITCH FILL
Z 1. LL �
E o - x U
rv- f RePB5EBFLOW ARROW A a � ~
2
PROPSSF9 SLOPE ARROW x
U
PRBPGSEB
MAJOR PLUG
(LENGTH= 100') ,�
PRBPBfSE&MINOR PLUG J0
(LENGTH = 5CY)
PR8P85EBPIPE AND
RIPRAP
05 PRE -CONSTRUCTION
SURVEY SPOT ELEVATION
PRE -CONSTRUCTION LIDAR
ELEVATION
2$� U
X12 5D PRE -CONSTRUCTION SPOT Y
ELEVATION
a
(=O AS -BUILT SPOT GRADES 0
NOTE: ¢ z
�0 0
THIS LEGEND SUPERCEDES LEGEND ON
C1-2 WHEN CONFLICTING.
m
"�l
327 STZ[AM. iGNLLCNI
i 26°
.� ti — - - — PliQJECT 80tJlJOARY
8 14. OENOTFS TNls SHEET
15.: . PffASE 7
10;.
�I �t .. . , PNASE3
KEY MAP
o so ou u
SCALE IN FEET
m
a�
Z
Q
� J
0 Z
aIL
O Q
x
o
0
PRDJ. NO.: 1002
DRAvy" 8Y RC
DATE: 01116114
SHEET'
C4.1 04

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PR6P89EB DI TCS '
12.7
P
to 4WD
� -0
Minimum Elevation Maximum Elevation OAor Minimum Elevation Maximum Elevadan Calor
8.500 9 -ow
9.aw 95W ■ 10.w it -DDD ■
8.500 10-DDO ■ 11.00 11-500 ■
Minimum Elevalion
Maximum Elevation
Cdw
(Low
7.500
IN
75W
13.000
0
8.0D0
8.500
In
d
n
{ISTINC5 DITCH n 0
u
a# a
Minimum Elevation
Maximum Elevation
01
O
0�
In
13.000
<10
IN
18.000
25.000
ez'p
a
PR9P88EBRIP RAP
37
❑
5 -:- �TZCAll
91 3 '
4 {moo
27 26
d Q
ok
DENOTES THIS SHEET
le-
PHASE 7
1d.
- . . ..
PHASE 3
f
.41
C
a
t o
a b y
\`
O0
Q 0
II
e-
k
w
AS-BUILTS
LEGEND
Minimum Elevation
Maximum Elevation
Color
11.500
13 -DMP
In
13.000
18 -DDM
IN
18.000
25.000
■
AS-BUILTS
LEGEND
!ID4 1141111104
F'R9P6SEBSPILLWAY
N
k y
7-7 (PYRAMAT TURF
REINFORCEMENT)
c z
87 dd
w p cL
FRBPB5E13 DITCH CROSSING
i
(# 57 STONE)
a
PR9P88EBRIP RAP
37
(5"-12" CLASS B)
_ PRAPASE$TOP OF BERM
DPRGPE)SEB 8" ROCK PAD
( LARGE SIZE MINE REJECTS)
IROP69EE) DITCH FILL
+ - PR6PASEI}FLOW ARROW
1— PRBPB5EBSLOPE ARROW
=EdPRBP95EB
MAJOR PLUG
(LENGTH =100')
—PR9P99EBMINOR PLUG
(LENGTH = 59)
PRAP65EB PIPE AND
RIPRAP
i0h PRE -CONSTRUCTION
SURVEY SPOT ELEVATION
PRE -CONSTRUCTION LIDAR
p ELEVATION
X1250 PRE -CONSTRUCTION SPOT
ELEVATION
12.00 O AS - BUILT SPOT GRADES
NOTE:
THIS LEGEND SUPERCEDES LEGEND ON
C1-2 WHEN CONFLICTING.
KEY MAP
0 s0 100 150
SCALE IN FEET
U
M
U)
Z
C13 J
a
V
~ O
0 Z
�0 0
[� _
N
� V
PIiDJ- Na.: 1002
DRAWN BY- RC
MATE: 01/16/14
SHEET:
04.105
!ID4 1141111104
IPI
99 17 10
97
_ SI d2 d3 do
87 dd
le
37
5 -:- �TZCAll
91 3 '
dyiGNRICNT
27 26
PROJECTBOUNDARY
vIt Ts 10 E]
DENOTES THIS SHEET
le-
PHASE 7
1d.
- . . ..
PHASE 3
KEY MAP
0 s0 100 150
SCALE IN FEET
U
M
U)
Z
C13 J
a
V
~ O
0 Z
�0 0
[� _
N
� V
PIiDJ- Na.: 1002
DRAWN BY- RC
MATE: 01/16/14
SHEET:
04.105

> L` �oU a (j p V Q� BIDa i • vv I ,`—'V ° u u� il
/� LEGEND
PR9P95EB SPILLWAY G
b a O ° a P• O$ 4 Off° (PYRAMAT TURF 16
o D d n Q 1� REINFORCEMENT} z'
G \'� 071 Q Q I V �9 - Q� ' o a
❑ �Q PRepeSEE DITCH CROSSING z
�4 Q �] D o A 4 Q q a ❑ ° (# 57 STONE) o
u ¢ C7
�. d a ' ({�4 4 ° V Q I.. �R
' ll �BP95EB RIP RAP
1i IA o ory 4
v❑ ` f1 o Q" EXISTING RITC
�jb
a ISTING DITCH, d ��i , o a �po ' ❑
R q 4 N EN Hqu
p LS
j
o �ING
Q d a�
U p EXISTING DITCH
�9 }�� Ill61 4
Q ❑" Il 4v d O 4 ° tl
y pZ?, {� �; � o o � oti �� C� it ❑
PI Thi PROPERTY LiNFx J ❑ (z Y �E- - p
fffJJJ [ ALIGNMENT it
�13SPILLWAYDETAR'C; I h (�-(SEE SHEET ;�-.'RtiAD 7 U 4+00 01tH H
a C10 -1R C10-2) J �� 130+00.00 (H-H)132+o-0-00 [H -Hy ! P
r �`. 128+50.00 (H -4-I) +I
° EXISTING
o� 8 0 • ❑^ti GRADE
° a � I
❑ a
I a n 17
471
b ❑�I b �L -�,f-
V V; E LEU a
PR9P69EB R AD
0
0
EXISTING DITCH
f jhl�i r EXisTING DrrCH
A.
15
%I
AS-BUILTS
(5" - 12" CLASS B)
_ PROPOSEETOP OF BERM m
DPRBPGSED 8" ROCK PAD P
(LARGE SIZE MINE REJECTS) _ g
-PRBPOSEB DITCH FILL e
_ xmgLL�
w PRBPBSEB FLOW ARROW a ~ LL J
PR9PBSPH SLOPE ARROWL;
PRBPBsEe a
MAJOR PLUG �F '
{LENGTH = 100'}
' o
PRBP85EBMINOR PLUG
/ (LENGTH = 50')
PR6PBSEBPIPE AND
�R RIPRAP
+�h PRE -CONSTRUCTION
SURVEY SPOT ELEVATION
m� PRE -CONSTRUCTION LIDAR
O ELEVATION
Z � U
_ X12.50 PRE -CONSTRUCTION SPOT m
ELEVATION y
7
Re 12.00 AS -BUILT SPOT GRADES n O
NOTE: ¢ z
J � 1- 0
THIS WHEN CONFL TINGES LEGEND ON
m
STRFJfM ALfGN6l[NT
Minimum Elevalion
Maximum Elevation
Cdw
000
7.500
■
7.500
13.060
■
8.00
8.500
■
AS-BUILTS
(5" - 12" CLASS B)
_ PROPOSEETOP OF BERM m
DPRBPGSED 8" ROCK PAD P
(LARGE SIZE MINE REJECTS) _ g
-PRBPOSEB DITCH FILL e
_ xmgLL�
w PRBPBSEB FLOW ARROW a ~ LL J
PR9PBSPH SLOPE ARROWL;
PRBPBsEe a
MAJOR PLUG �F '
{LENGTH = 100'}
' o
PRBP85EBMINOR PLUG
/ (LENGTH = 50')
PR6PBSEBPIPE AND
�R RIPRAP
+�h PRE -CONSTRUCTION
SURVEY SPOT ELEVATION
m� PRE -CONSTRUCTION LIDAR
O ELEVATION
Z � U
_ X12.50 PRE -CONSTRUCTION SPOT m
ELEVATION y
7
Re 12.00 AS -BUILT SPOT GRADES n O
NOTE: ¢ z
J � 1- 0
THIS WHEN CONFL TINGES LEGEND ON
m
STRFJfM ALfGN6l[NT
Minimum Elevation
Maximum Elevation
Caior
8.500
9-000
PHasE 1
9.00
9-500
■
8.500
10 -DW
■
AS-BUILTS
(5" - 12" CLASS B)
_ PROPOSEETOP OF BERM m
DPRBPGSED 8" ROCK PAD P
(LARGE SIZE MINE REJECTS) _ g
-PRBPOSEB DITCH FILL e
_ xmgLL�
w PRBPBSEB FLOW ARROW a ~ LL J
PR9PBSPH SLOPE ARROWL;
PRBPBsEe a
MAJOR PLUG �F '
{LENGTH = 100'}
' o
PRBP85EBMINOR PLUG
/ (LENGTH = 50')
PR6PBSEBPIPE AND
�R RIPRAP
+�h PRE -CONSTRUCTION
SURVEY SPOT ELEVATION
m� PRE -CONSTRUCTION LIDAR
O ELEVATION
Z � U
_ X12.50 PRE -CONSTRUCTION SPOT m
ELEVATION y
7
Re 12.00 AS -BUILT SPOT GRADES n O
NOTE: ¢ z
J � 1- 0
THIS WHEN CONFL TINGES LEGEND ON
m
STRFJfM ALfGN6l[NT
Minimum Oration
Maximum Elevation
CdA
10-DOO
10.800
PHasE 1
10-506
11.060
■
11-000
11-500
■
AS-BUILTS
(5" - 12" CLASS B)
_ PROPOSEETOP OF BERM m
DPRBPGSED 8" ROCK PAD P
(LARGE SIZE MINE REJECTS) _ g
-PRBPOSEB DITCH FILL e
_ xmgLL�
w PRBPBSEB FLOW ARROW a ~ LL J
PR9PBSPH SLOPE ARROWL;
PRBPBsEe a
MAJOR PLUG �F '
{LENGTH = 100'}
' o
PRBP85EBMINOR PLUG
/ (LENGTH = 50')
PR6PBSEBPIPE AND
�R RIPRAP
+�h PRE -CONSTRUCTION
SURVEY SPOT ELEVATION
m� PRE -CONSTRUCTION LIDAR
O ELEVATION
Z � U
_ X12.50 PRE -CONSTRUCTION SPOT m
ELEVATION y
7
Re 12.00 AS -BUILT SPOT GRADES n O
NOTE: ¢ z
J � 1- 0
THIS WHEN CONFL TINGES LEGEND ON
m
STRFJfM ALfGN6l[NT
Minimum Elevation
Maximum Elevation
Color
11.500
13.000
PHasE 1
13.000
18.000
■
15000
25 -DDI
■
AS-BUILTS
(5" - 12" CLASS B)
_ PROPOSEETOP OF BERM m
DPRBPGSED 8" ROCK PAD P
(LARGE SIZE MINE REJECTS) _ g
-PRBPOSEB DITCH FILL e
_ xmgLL�
w PRBPBSEB FLOW ARROW a ~ LL J
PR9PBSPH SLOPE ARROWL;
PRBPBsEe a
MAJOR PLUG �F '
{LENGTH = 100'}
' o
PRBP85EBMINOR PLUG
/ (LENGTH = 50')
PR6PBSEBPIPE AND
�R RIPRAP
+�h PRE -CONSTRUCTION
SURVEY SPOT ELEVATION
m� PRE -CONSTRUCTION LIDAR
O ELEVATION
Z � U
_ X12.50 PRE -CONSTRUCTION SPOT m
ELEVATION y
7
Re 12.00 AS -BUILT SPOT GRADES n O
NOTE: ¢ z
J � 1- 0
THIS WHEN CONFL TINGES LEGEND ON
m
STRFJfM ALfGN6l[NT
—
PROJECT BOUNDARY
E]
DENOTES THIS SHEE T
-
PHasE 1
PHASE 3
KEY MAP
0 51 100 150
SCALE IN FEET
CD
0
M
L
fl]
�Z
Q
J J
O
~ Z
0 _
o_
F
O 0
– V7
PRD3. N6-: 1 QQ'2
DRAWN BY: RC
PATE: 01/16/14
SHEET:
�.l6

V
v
im
77
—J-� m o $y a �y 9 o LEGEND N
O p p O y d O a 4 Cf e O 6 'J 'RBP65EB SPILLWAY G
N Q� , n (PYRAMAT TURF Ig
0 EXISTING DITCH d a q REINFORCEMENT)
p /� G 7 4 ❑ ❑ p ' °7 0 a
Q O v o D \I a a �❑ PRBP85E3-DITCH CROSSING z i
❑ Q jjj���J �� r f �}} o �Q `f j a q {# 57 STONE}
l] o ❑ Q�
Q o Q $1 q, � a 01
, P 90 0 0 �y ' PRBPBSEBRIP RAP
0� O o O �O O ❑ f%� Q a QO - (5"-12" CLA58 B)
M�
Q Q 4 p _ S] a 4 O o b— — �! 0 �o ��g �' _ fxRAPOSE13TOP OF BERM b
135.01•
PRAP95EB 87 ROCK PAD
77.
(LARGE SIZE MINE REJECTS ]
y 0 r ~ a ❑ �1 �d a �] p W AE,�15E11 CSR PRr�I�' 9 // / i PROPOSED DITCH FILL
�� "$ A° 1°' .' n e f o� r ��§7r PC 1980' a o�`n gn ,
�{ )� o o U 3 , PC £, 5L 79-7 OVQ L�
��-I � <)C-�EIS 16�,`''�7H to o 4 � 40 � � � (D .-.- f42BPB5EBFLOW ARROW
1� o BSLOPEARROW
_ � a � � � p � v ("� �� 3 � � � e - ' V ❑ 4 sy d ' fir"
q ? Q a CJ ' Ui PRBP95EB
D�MAJOR PLUG
m;) 41 LL! (LENGTH =100')
�� r, � o �+ � _ PR9PBSEBMINOR PLUG
0 v„
oNORTH PROPERTY LEVE. �J EXISTING a
p T�-, l _ (LENGTH = 50']
ALIGNMENT - -
� GRADE �H-Hi
146+00.00 (H H
142+00.00 ( -H -H) X4+00. .[
138+00.00 (H -H) 140+00.00 [H -H]
®f 5EBPIPE AND
�P OF.BANKPPOSED !DAD136+00.00 (H -H) RIPRAPP
,37+00 . 1
U.6 - — -
''-TOP OF BANK
136+00.00 (H -H) 13.00 (H -H
c n n
,39+Or ,au art
fy
] 14490-00 (H -H)
n f f ❑
29#3;FRIJe
FIELD DITCH PLUG l f
1f
,1
0
Minimum Elevalion
Maximum Elevation
Cdw
000
7.500
.
7.500
13.000
■
8.00
8.500
■
,39+Or ,au art
fy
] 14490-00 (H -H)
n f f ❑
29#3;FRIJe
FIELD DITCH PLUG l f
1f
,1
0
Minimum Elevation
Maximum Elevatisn
Color
8.500
9-000
t.,
9.000
9-5AD
■
8.500
30-000
.
,39+Or ,au art
fy
] 14490-00 (H -H)
n f f ❑
29#3;FRIJe
FIELD DITCH PLUG l f
1f
,1
0
141•na 143
,45+u0
111.14 ]�49- -
_ALl
7� PROPB5EBBERM J FR--r—)SEB DITCH f �'
9
I
149+00-00 (-H-H)
144+00.00 ] 146+00.00 (H -H) I f1
� 1 f
ilp!ArFei
EXISTING
GRA* AW m a + , a
0 ° 8@NS3ReeT 5O' 4
M t � FIELD DITCH PLUG f
EXISTIN4DITCH -
f
EXiSTING,ITCH an (PA�F2, TIALLY ILLED)
(PARTIALLY FILLED) n ❑ O
41h �' f
Ito
ld
Minimum Elevation
Maximum Elevattw
Calor
79.000
70-590
t.,
70.500
17 -DDD
■
71.000
77-500
■
141•na 143
,45+u0
111.14 ]�49- -
_ALl
7� PROPB5EBBERM J FR--r—)SEB DITCH f �'
9
I
149+00-00 (-H-H)
144+00.00 ] 146+00.00 (H -H) I f1
� 1 f
ilp!ArFei
EXISTING
GRA* AW m a + , a
0 ° 8@NS3ReeT 5O' 4
M t � FIELD DITCH PLUG f
EXISTIN4DITCH -
f
EXiSTING,ITCH an (PA�F2, TIALLY ILLED)
(PARTIALLY FILLED) n ❑ O
41h �' f
Ito
ld
A5-BUILTS
EV -No. DATE DESMFInOk
+0h PRE -CONSTRUCTION
SURVEY SPOT ELEVATION
PRE -CONSTRUCTION LIDAR
❑ ELEVATION
]1250 PRE -CONSTRUCTION SPOT
ELEVATION
12.00 O AS - BUILT SPOT GRADES
NOTE:
THIS LEGEND SUPERCEDES LEGEND ON
C1-2 WHEN CONFLICTING.
Minimum Elevation
Maximum Elevsticm
Color
E1.500
13-000
73.000
18 -DDD
■
713.000
35.000
■
A5-BUILTS
EV -No. DATE DESMFInOk
+0h PRE -CONSTRUCTION
SURVEY SPOT ELEVATION
PRE -CONSTRUCTION LIDAR
❑ ELEVATION
]1250 PRE -CONSTRUCTION SPOT
ELEVATION
12.00 O AS - BUILT SPOT GRADES
NOTE:
THIS LEGEND SUPERCEDES LEGEND ON
C1-2 WHEN CONFLICTING.
KEY MAP
0 s0 100 750
SCALE IN FEET
U
U
a a
O
U
Z
¢c O
LL
fl]
M
Z
C13 J
a
(•r}
a Z
0
-v
�LL o
(� D
x
N
a�
vlsa- Na.: 1002
DRAWN SY- RC
—E: 01/16/14
SHEET:
4.107
Imo:
KEY MAP
0 s0 100 750
SCALE IN FEET
U
U
a a
O
U
Z
¢c O
LL
fl]
M
Z
C13 J
a
(•r}
a Z
0
-v
�LL o
(� D
x
N
a�
vlsa- Na.: 1002
DRAWN SY- RC
—E: 01/16/14
SHEET:
4.107

a V e V V °�r� LEGEND
hPR9RA5E&SPILLWAY G
' �] ❑ , 9 a0 1:10 {PYRAMAT TURF Ig
a Ca p D p q P o ❑ REINFORCEMENT} w 2 Qi
17 z
Q a fRBP98EB DITCH CROSSING i i
a q o
Q b°" S Q v ❑ Q (# 57 STONE) a
6 ° 4 PRBPB5EB RIP RAP
9/(f} ❑ f V
$� ' ,+hb _ 4 p e�7 cry '� p �J A]
0.
�ISTING DITCH p � a � a , � •�
7 G
0 41b
❑ k7 ❑ 10 Q 0
Q�4 \\
Q WF USER
t
3 r�7
)DEN, NORTH PROPERTY LINE 1 ti ° e \\
_ L J ALIGNMENT . � � � ■
❑��-9ry C1� �'-EXISTING p�� ❑�^ ❑J.
_J' GRADE 150+00-00 {H -H) 154+00.00 H -H
� 152+00.00 li•H1
i = 148+00.00(H•H)
TOP d
oft—FB7{IVPC�—
i - ^ vnnn
aQ:, ry � p .° vp�] o (5"-12" CLASS B)v -
�d V ❑ n d o q D PRBPBSEETOP OF BERM b
Q a 0 ° C s� ■ d � D �e 8€
\L \ 1 ! 6 PRBPBSEB 8" ROCK PAD 8 ��
9❑
NIF A o o^ ��ff p❑, QL (LARGE SIZE MINE REJECTS) m a s
Q o k rljy3 502
'C7 �� o� `�v 4 G� �
d U Oo i �� i PRBPBSEEDITCH FILL
A,
� 4 �91�LLB'i
❑ O ° ❑ + PRe EB FLOW ARROW
do a
0
T*Wp-
a
° PRBP65E$SLOP EARROW
!\q c d d q �1
1 c �
V P e &-> ❑ c7 � PRBPGBEB
sq ■ aD t% u ❑ R ° a ° MAJOR PLUG s e
�t a � Q 4 (LENGTH =100') ] c
NSITION TO,e
❑ xISTiNG. ROAD ❑ a ❑ \� U G b
CT a
a JJJ��� a LL�J PR6PBSE8MINOR PLUG
❑ ■ O a� n llL==J (LENGTH = 5Q')
Q P, �J p PR9P65EB PIPE AND
C? f RIPRAP
n 0h PRE -CONSTRUCTION
o CaH �� t SURVEY SPOT ELEVATION
�-� � r• ❑ VV
m� PRE -CONSTRUCTION LIDAR
' ❑
\ 0 ELEVATION
ZR: 0
X19 v0' 11 l 19 - � � � - - - 1 $� ' `f v Q X12 5D PRE -CONSTRUCTION SPOT
Q Q ELEVATION
-TOP OF BAN D a Q 12.00 AS - BUILT SPOT GRADES nZD 0
4 Q°q L)
° BERM J Pf?OPE$E$DITCH J • + NOTE: ~ Z
y,. D
❑� ❑ a ❑ ❑ i t i r.. o
E ISTHIS LEGEND SUPERCEDES LEGEND ON O
50+ 00 (H -H) ; 15; 100.00 {H -H} •. - �H LL
H] oo❑ \ rGRATI , `� Q a Q 40 C1_2 C7-2 WHEN CONFLICTING. w
148+00.00 (H ; •
r.. COAD P
�,RM RRV!
,Ilk AIIL 59
t ► r CH PLUG
IF
r r i I DITCH
1 FILLED) } ,
o�❑a0 ❑q. ❑ ` ❑
1 _
9 ` . r 9.11 9 4 wF 97 i 4? q0
b =Lo
t
BPH@EBDIT � �1k V
,� 1 12-6 �''. I•^ •O BAiJK: a C
'• EXISTING ` ` 0
� o G :6'•
GWE
E. 7 q [
F4'SER
TOP OF BANK 1 ti
tory
'I
4" 4F `
A5-BUILTS
KEY MAP
. .
SCALE IN FEET
PRO'J- Na.: 1002
OPAWN SY- RC
—E: 01/16/14
SHEET:
04.108
Minimum Elevation
Maximum Elevation
Cdw
000
7.500
■
7.500
13.000
■
8.00
8.500
■
t
BPH@EBDIT � �1k V
,� 1 12-6 �''. I•^ •O BAiJK: a C
'• EXISTING ` ` 0
� o G :6'•
GWE
E. 7 q [
F4'SER
TOP OF BANK 1 ti
tory
'I
4" 4F `
A5-BUILTS
KEY MAP
. .
SCALE IN FEET
PRO'J- Na.: 1002
OPAWN SY- RC
—E: 01/16/14
SHEET:
04.108
Minimum Elevation
Maximum Elo, a
OAor
8.500
SAW
y�
9.000
9-5AQ
■
8.500
10 -DW
.
t
BPH@EBDIT � �1k V
,� 1 12-6 �''. I•^ •O BAiJK: a C
'• EXISTING ` ` 0
� o G :6'•
GWE
E. 7 q [
F4'SER
TOP OF BANK 1 ti
tory
'I
4" 4F `
A5-BUILTS
KEY MAP
. .
SCALE IN FEET
PRO'J- Na.: 1002
OPAWN SY- RC
—E: 01/16/14
SHEET:
04.108
Minimum Elevation
Maximum Elevatimr
C°lor
10.000
70-590
y�
70.500
17 -DOD
■
11.000
1 11-500
■
t
BPH@EBDIT � �1k V
,� 1 12-6 �''. I•^ •O BAiJK: a C
'• EXISTING ` ` 0
� o G :6'•
GWE
E. 7 q [
F4'SER
TOP OF BANK 1 ti
tory
'I
4" 4F `
A5-BUILTS
KEY MAP
. .
SCALE IN FEET
PRO'J- Na.: 1002
OPAWN SY- RC
—E: 01/16/14
SHEET:
04.108
Minimum Elevation
Maximum Elevstion
r°lor
t1.500
13-000
y�
13.000
18 -DDD
■
16.00
25.000
■
t
BPH@EBDIT � �1k V
,� 1 12-6 �''. I•^ •O BAiJK: a C
'• EXISTING ` ` 0
� o G :6'•
GWE
E. 7 q [
F4'SER
TOP OF BANK 1 ti
tory
'I
4" 4F `
A5-BUILTS
KEY MAP
. .
SCALE IN FEET
PRO'J- Na.: 1002
OPAWN SY- RC
—E: 01/16/14
SHEET:
04.108

30.00
rn 20.00
m
a
1
z 10.00
0-00
AS -BUILT LIDAR
�n uCYM
GRADES
11
30.00
m 20.DO
C
1
0.00
AS -BUILT LIDAR
30.00
M 20.00
m
n
1
z 10-00
b I A- L+UU.UU [a-tU I IVN t -t Jtt .^ir7tt 10:4.52 & h4]
PHASE III --------
----- 82-Y 25.0' -------- 24.0' 8-0'
EXISTING ---�---------- ---
GRADE 200 PARKING - - -
STALL -------------- --
tr ---_
w
----------------
.... _ . PROPOSED
_ DITCH 6OTTOM
` /MATC PROPOSED - - ._....._ .
E -AI T PtlfO GRADE TOP OF BERM MATCH EXIST.
(FUTURE) GRADE
10.00 20.00 30.00
...I_ A. aln
40.00 50.00 60.00 70-00 80-00 90.00
o .a IN
a€d ivi �ri r: In
STA: 4+00.D0 (SECTION E -E SEE SHEET C4.$2 & 64)
PHASE III
25-0'
110.00 120.00 130.DO 140. DO 150.00 160.00 170. DO
IN l n
STA: 10+00-00 ISECTION E -E SEE SHEET C4-53 & 651
3O 30-00
8 0' ---
0-0o-
0-00 _
AS -BUILT LIDAR N1I a i w
';TA- f,+Oft nn fSFC.TICIN F -F SFF SHFFT Cd Fit A FAA
718.0'
PHASE III
STA: 8+00.00
65.7 _ 25.0' 20.01
-- -----. -- ---
EXISTING
y
_
GRADE --------
-__ ---MATCH PROPOSED
MATCH
WW
CL
EXISTING
GRADE
_ �
wi w PROPOSED MATCH
�- ____ __________?`■ r TOP OF BERM EXIST.
FUTURE GRADE
PHASE III------------------
20
0'------
_
3
_
�'s �8
65.0'
LLILu MATCH
PROPOSED
8.0'
4
a.
E ISTING GRADE
^^
DITCH BOTTOM $
$
$
cd v
y
F
EXISTING
•• . -
_.n-,..� �..
!. ^^
(FUTURE} g
n
a - v
10
GRADE
r
-~-J-
6
-
y
--
2
MATCH
PROPOSED
'�`
� P
MATCH^
POSED
d
E�STING GRADE
�'� .. _ _ -
DITCH BpTTOM
a
TO
OF BERM
- `�
-•- •
-
g {FUTURE]
-
----
UTURE GRADE ADE
S
a
aD
A M 70-00 20-00 30-00 40-00 50-00 60-00 70-00 80-00 90-00 7f1f111A 710.00 720.00
0-0o-
0-00 _
AS -BUILT LIDAR N1I a i w
';TA- f,+Oft nn fSFC.TICIN F -F SFF SHFFT Cd Fit A FAA
w
20
10.
0.1:
7n An 9n "In �nm dnnn snnn An nn 7n nn senor nnm 77nnA 17nnn
718.0'
PHASE III
STA: 8+00.00
65.7 _ 25.0' 20.01
-- -----. -- ---
EXISTING
y
_
GRADE --------
-__ ---MATCH PROPOSED
MATCH
WW
CL
----I - .. ---- --- w XISTINGGRADE ----- DITCH BOTTOM i
Z------------
---- -- - }, _ -_- -v _ _ S $.. (FUTURE) g S ------------
o o
.....�f------- - -- --
r N w
_ �
wi w PROPOSED MATCH
�- ____ __________?`■ r TOP OF BERM EXIST.
FUTURE GRADE
w
20
10.
0.1:
7n An 9n "In �nm dnnn snnn An nn 7n nn senor nnm 77nnA 17nnn
rn 20-00
M
n
❑
z 10-00
STA: 8+00.00
(SECTION E -E SEE SHEET 04.52 & 64)
e 30.DO
118.0'
- -
30
PHASE III------------------
PHASE III
0'------
8.0'
3
_ 25.0' -------- --------2-
65.0'
25.0' 20.11Y
8.0'
4
$
$
m 20-00
y
F
EXISTING
8
8 $
8 20
$
m
-------
GRADE
e
6
'8
2
MATCH
PROPOSED
LLw
LL
w
d
E�STING GRADE
�'� .. _ _ -
DITCH BpTTOM
DITCH BOTTOM
z 10.00
- `�
-•- •
-
g {FUTURE]
-
----
10.
S
a
1:� \
�.
PROPOSED
5
•
�
o r r o w T
P OF BERM
MATCH
ti
-
{FUTURE)
EXIST.
rn 20-00
M
n
❑
z 10-00
30
20
2101
0-0D 0-[
0-00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 8_0.00 9_0.00 100.00 110.00 120.00
AS -BUILT LIDAR bio ol^ SIN �- €� € € € N ry -€N
PRE N TRU ,y ^ cu1N Cti�n cCvE� Eo 'ri '� Edi
GRADES i^ rte rl^ rt^ I^ i i'� i i i I
E:l
30.00 STA: 12+00.00 (SECTION E -E SEE SHEET 04.53 & 65) 30 z c
PHASE III,
200' 8.0' � m
a z
m" 7
m 20.00 EXISTING d g g 20 m ❑
} GRADE 4 4
m F
w PROPOSED LLw LL p
O d dd r .� .�... .w _-- g DITCH BCTTDM $ o w o w n
210.00 CL �': 3 FUTURE 8.--- ___ __ to
-- Id
` tPROPCSED---m Q
TOP OF BERM MATCH
MATCH ~ - EXIST.
f [FUTURE}
0.00 EXISTING GRADE GRADE ox
0.00 10-00 20-00 30-00 40-00 50-00 60-00 70-00 80-00 90-00 1o0.DO 110.00 120.00 = U
AS BUILT LIDAR �I^I� Nln
PRECONSTRUCTION rpiv T^ T1� �ini
GRADES �rt
VJ
30-00 STA: 14+20.00 (SECTION F -F SEE SHEET 04.65) 30.
at.0 [1] ❑a
31-0' 14.0' - _ 24-0' 12-IY ! ,
m 20.00 } - 20. J �I
C F EXISTING W
D W w GRADE LLw w
LL
1 2
o D ❑ w
d O $ 8 N g
2 10.00 ---- -r-.._- eL------- .._...-......_- �- •--- --.-.--^-.......-. 70.
r.- ................---- . r�--
y w N J PROPOSED ---- LL
MATCH�XISTING w w TOP OF BERM
GRADE LL
D D- -•-" MATCH E%IST. GRADE F LU
GRADE PROPOSED DITCH BOTTOM q
3 0.00 0.0 0-00 0-c a o CL
O.OD 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.00 9_0_.00 70D•00 110.00 120.00 D. DO 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.00 90.00 100.OD 110.00 - N
AS-BUILTLIDAR �f n oL3-
c m 0 n o Iry n _ AS -BUILT LIDAR �lo �I tiro �I_ I_ mltl N D c'�
tntrn oo ae o a 1_ 1a 1 io ^ n1� I^
PRECONSTRUCTION � N "11i O 00 PRE N TRD TI H 'N 'r.M m a � � C. Ic
pp, 00 r, ,n e m ,rn rn vi cri ails v:m m m ��_ o7,m d;m c;;m 6'l C,
GRADES T rL -_ GRADES ! ! ! �� _ �^ PRD)-rex.: 1002
ALIGNMENT = NORTH PL wAwner: RC
SCALE 11" X 17" = 1" - 20' H �� PROPOSED FILL ® PROPOSED CUT
3 1 = 20'V " " AS -BUILT = WATER SURFACE
22" x 34" = 1" = 10'H PROPOSED GRADE WATER (ELEVATIONS BELOW WATER SURFACE WHERE AS - B U I LTS
r 1,, = 10, V PRE -CONSTRUCTION COLLECTED IN FIELD)
EXISTING GRADE �\ AS -BUILT SPOT GRADES (FOR ROAD BASE)
DATE: 01116/14
SHEET-
C5.1
„a.0
------
-----------
PHASE III------------------
0'------
8.0'
_ 25.0' -------- --------2-
65.0'
EXISTING
$
$
e
y
F
GRADE MATCH
EXISTINGGRADE
----
---------
------------------
-------
e
e
w
w - -
2 _
PROPOSED
----
---------------
LLw
LL
w
CIL---
Q
.,.r�.^-.....^._..T..-..,-•---�---- - S
DITCH BOTTOM
- `�
W `W
W
-
8(FUTURE)8.
8
•
ED
�1.
MATCH J
RM
EXIST.
FUTURE
GRADE
30
20
2101
0-0D 0-[
0-00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 8_0.00 9_0.00 100.00 110.00 120.00
AS -BUILT LIDAR bio ol^ SIN �- €� € € € N ry -€N
PRE N TRU ,y ^ cu1N Cti�n cCvE� Eo 'ri '� Edi
GRADES i^ rte rl^ rt^ I^ i i'� i i i I
E:l
30.00 STA: 12+00.00 (SECTION E -E SEE SHEET 04.53 & 65) 30 z c
PHASE III,
200' 8.0' � m
a z
m" 7
m 20.00 EXISTING d g g 20 m ❑
} GRADE 4 4
m F
w PROPOSED LLw LL p
O d dd r .� .�... .w _-- g DITCH BCTTDM $ o w o w n
210.00 CL �': 3 FUTURE 8.--- ___ __ to
-- Id
` tPROPCSED---m Q
TOP OF BERM MATCH
MATCH ~ - EXIST.
f [FUTURE}
0.00 EXISTING GRADE GRADE ox
0.00 10-00 20-00 30-00 40-00 50-00 60-00 70-00 80-00 90-00 1o0.DO 110.00 120.00 = U
AS BUILT LIDAR �I^I� Nln
PRECONSTRUCTION rpiv T^ T1� �ini
GRADES �rt
VJ
30-00 STA: 14+20.00 (SECTION F -F SEE SHEET 04.65) 30.
at.0 [1] ❑a
31-0' 14.0' - _ 24-0' 12-IY ! ,
m 20.00 } - 20. J �I
C F EXISTING W
D W w GRADE LLw w
LL
1 2
o D ❑ w
d O $ 8 N g
2 10.00 ---- -r-.._- eL------- .._...-......_- �- •--- --.-.--^-.......-. 70.
r.- ................---- . r�--
y w N J PROPOSED ---- LL
MATCH�XISTING w w TOP OF BERM
GRADE LL
D D- -•-" MATCH E%IST. GRADE F LU
GRADE PROPOSED DITCH BOTTOM q
3 0.00 0.0 0-00 0-c a o CL
O.OD 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.00 9_0_.00 70D•00 110.00 120.00 D. DO 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.00 90.00 100.OD 110.00 - N
AS-BUILTLIDAR �f n oL3-
c m 0 n o Iry n _ AS -BUILT LIDAR �lo �I tiro �I_ I_ mltl N D c'�
tntrn oo ae o a 1_ 1a 1 io ^ n1� I^
PRECONSTRUCTION � N "11i O 00 PRE N TRD TI H 'N 'r.M m a � � C. Ic
pp, 00 r, ,n e m ,rn rn vi cri ails v:m m m ��_ o7,m d;m c;;m 6'l C,
GRADES T rL -_ GRADES ! ! ! �� _ �^ PRD)-rex.: 1002
ALIGNMENT = NORTH PL wAwner: RC
SCALE 11" X 17" = 1" - 20' H �� PROPOSED FILL ® PROPOSED CUT
3 1 = 20'V " " AS -BUILT = WATER SURFACE
22" x 34" = 1" = 10'H PROPOSED GRADE WATER (ELEVATIONS BELOW WATER SURFACE WHERE AS - B U I LTS
r 1,, = 10, V PRE -CONSTRUCTION COLLECTED IN FIELD)
EXISTING GRADE �\ AS -BUILT SPOT GRADES (FOR ROAD BASE)
DATE: 01116/14
SHEET-
C5.1

0-00
Ro
4 _O v ~iq div ¢O NIP
7f-- c+i❑¢ 9 OIC p^
STA: 16+5)0.00 (SECTION F -F SEE SHEET C4.65)
30.00
=
1" 20'V
81 O'30.
31.0' T
22"
30.00
0.00
EXISTING
0,60 1_0.00
-. ..
31.0' 14.0' 24.0' 12.0'
-------------------
---------------------
60.00 70.00 80.00
90_.00
160-00
EXISTING o 53 o
S3
AS -BUILT LIDAR
U.I
M 20.00
I'!�
GRADE
c(r�•l�ia riiw
IJ o v?o
$Iq
26. � 20.00
T
AS -BUILT LIDAR
w W --;---- -- ------------;----------
m
y
�Im
w
min W1a?
LL w -- ;---- -- -- -- -- ----;---------
y
a -
Ni^+
o
P
wQr'wCFn nlTr.w nnrrnu
pIw
tiIw
ajW
�1m BIW
[V10 =;o
�;°' C41
3�
o
Q1j�
10-00
aii�
_.._ - . ''•--.---.
10.E 10-00
.......
.-..
---•--•--.............
r3�
MATCH
XISTING
:� PROPOSED
GRADE
TOP OF BERM
3i.0'
PRO?sEDrDITCHBoTToM
"""'
MATCH EXIST. GRADE
24.0'
0-00
Ro
4 _O v ~iq div ¢O NIP
7f-- c+i❑¢ 9 OIC p^
µMj
p N O P O o C CYI9 CYI9 CIO
3
=
1" 20'V
" AS -BUILT
31.0' T
22"
0.0
0.00
EXISTING
0,60 1_0.00
20.OD
30.00
40.OD 50.00
60.00 70.00 80.00
90_.00
160-00
1_1_0 -OD
AS -BUILT LIDAR
U.I
ml n
I'!�
J
c(r�•l�ia riiw
IJ o v?o
$Iq
J
M
AS -BUILT LIDAR
-.-.-- a
.:-.-.-.-•-•-.r
p7lm
�Im
<iP
min W1a?
fel+?
qi-:
a -
Ni^+
o
P
wQr'wCFn nlTr.w nnrrnu
pIw
tiIw
ajW
�1m BIW
[V10 =;o
�;°' C41
3�
o
Q1j�
G1 v
aii�
E Rp
GRADES
r3�
S
GRADES
-
3i.0'
14.0'
24.0'
12.0'
STA: 18+00.00
(SECTION F -F SEE SHEET C4.65)
30.00
14.0'
24-0'
12.0'
__________
_________
----------
30.
30.DD
0.0D
AS -BUILT LIDAR
30.00
m 20.00
m
n
1
0
z 10.00
0-00
10,00 20.00 30
r 7-...
i�il� NIS n
24-0' 12.0'
Z� I A: L4+W.VV [O-tl:l IVN t --t- Ott O-ntt I L:4.014y
31.0' 14.0' 24-0' 72.0'
EXISTING---------
} GRADE R S ------------------------
LL
F wW wW LL __________ __________
11.IUJ Z W W
d ^s �s
.............. ......
IL J.-.- -
MATCH EXISTING PROPOSED
GRADE TOP OF BERM
MATCH IST. GRADE
PRORaSFDn)11TrHRO Qu
0,00 10.60 20.00 30.00 40-00 50.00 60-00 70-00 80-00 90.00 160.00 110-00
Ro
4 _O v ~iq div ¢O NIP
7f-- c+i❑¢ 9 OIC p^
µMj
p N O P O o C CYI9 CYI9 CIO
3
=
1" 20'V
" AS -BUILT
31.0' T
22"
x 34" = 1" = 10'H
PROPOSED GRADE
EXISTING
r- 20-00
1, - 0' V
-
PRE -CONSTRUCTION
GRADE
C
~
EXISTING GRADE
a-3 AS -BUILT SPOT GRADES (FOR ROAD BASE)
U.I
STA: 22+pO.00
(SECTION F -F SEE SHEET C4.69)
05
10-00 .
-.-.-- a
.:-.-.-.-•-•-.r
3D+00-00
(SECTION F -F
MATCH
C4.79)
[XISTING-'•-,
GRADE
wQr'wCFn nlTr.w nnrrnu
0.0D
AS -BUILT LIDAR
30.00
m 20.00
m
n
1
0
z 10.00
0-00
10,00 20.00 30
r 7-...
i�il� NIS n
24-0' 12.0'
Z� I A: L4+W.VV [O-tl:l IVN t --t- Ott O-ntt I L:4.014y
31.0' 14.0' 24-0' 72.0'
EXISTING---------
} GRADE R S ------------------------
LL
F wW wW LL __________ __________
11.IUJ Z W W
d ^s �s
.............. ......
IL J.-.- -
MATCH EXISTING PROPOSED
GRADE TOP OF BERM
MATCH IST. GRADE
PRORaSFDn)11TrHRO Qu
0,00 10.60 20.00 30.00 40-00 50.00 60-00 70-00 80-00 90.00 160.00 110-00
STA: 26+06-00 {SECTION F -F SEE SHEET CC69)
87.0'
-31,7 14.0' 24.0' 12.0'
EXISTING ^ 20. m 20 -OD GRADE -- S 8 $
N w -------- C 0: LL LL-- ---------- ---------
A J
LL LL
O O 0 0 2 $ g $$ O -. O
............. .-... 4
..--.,.;�10.0
10.E to-oo _....__._._.
PROPOSED PROPOSED
TOP OF BERM MATCH EXISTING TOP OF BERM
GRADE F/A-
MATCH EXIST -GRADE MATCH JUST. GRADE
0-00 ERQpQSED-D1TGHBOTTQM -
50.00 60.00 70.00 50.00 90.00 160 -OD 110-00 D. 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.00 80.00 160 -OD 110.00
dew AS -BUILT LIDAR It Lnj �I- m N o �l. � m rIN eNif�rmi � ! �i� e�.,la
od�w $lo ��v �I� ci ai oily o o m o ry - v �,m 6 o o �.j b p o i,� p,o
r i I r GRADES_�� �_�
O I A: GV+VU.VV SOtL.I IVN r -r Ott W1 I LR.V.7
81.0'
12.0'
31.0' 14.0'. 24-0' .. - .__--------
Ex STING+---------- ----------
GRAOE
W -- - ---------------
W W
W LL
C) 8 9 BE --- --- \.. ..-•-...
MATCH EXIST FIR OSED
GRADE TOP OF BERM
MATCH EXIST. GRADE
T
0,00 10.00 20.00 30-00 40-00 50-00 60-00 70-00 80-00 90-00 100.00 110-00
AS -BUILT LI DAR F plm N on v NIQ NiN wig �i Niw cnim Niru cql.
1D'm O v N v 47i� Lein �' n min ui'n mr-
PRECONSTRVCTI H plw �.� �y rn vjloi ��w r;w N;ui pi;w pi�w Cow
GRADES � L
30.( 30.00
20.( In20-00
m
a
1
0
10-C z 10-00
0-0( 0-00
AS -BUILT LIDAR
PRECONSTRUCTI N
GRADES
01 A: LO+IAI.VV tOCI.I IVN r -r JCC OnCt 1 w.071
81-0' _
-- ------- ------
31.0' 14.0' -- ----- 24-0' 12.0' ----,---------- ----------r----
7
- ----- _ --------------
EXISTING
----------
GRADE N n ;
r
---------- ---Uj --
w 4W LLW
ZZZ
M T1 EXISTING PROPOSED
GRADE TOP GF BERM
MATC1 i EXIST. GRADE
0,00 1U.uu Lu-uu 10 -Vu 4U-UU 70 -Vu bu-uu !u-uu BUM K -Vu 160.00 11u-uu
Ro
4 _O v ~iq div ¢O NIP
7f-- c+i❑¢ 9 OIC p^
µMj
p N O P O o C CYI9 CYI9 CIO
STA: 26+06-00 {SECTION F -F SEE SHEET CC69)
87.0'
-31,7 14.0' 24.0' 12.0'
EXISTING ^ 20. m 20 -OD GRADE -- S 8 $
N w -------- C 0: LL LL-- ---------- ---------
A J
LL LL
O O 0 0 2 $ g $$ O -. O
............. .-... 4
..--.,.;�10.0
10.E to-oo _....__._._.
PROPOSED PROPOSED
TOP OF BERM MATCH EXISTING TOP OF BERM
GRADE F/A-
MATCH EXIST -GRADE MATCH JUST. GRADE
0-00 ERQpQSED-D1TGHBOTTQM -
50.00 60.00 70.00 50.00 90.00 160 -OD 110-00 D. 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.00 80.00 160 -OD 110.00
dew AS -BUILT LIDAR It Lnj �I- m N o �l. � m rIN eNif�rmi � ! �i� e�.,la
od�w $lo ��v �I� ci ai oily o o m o ry - v �,m 6 o o �.j b p o i,� p,o
r i I r GRADES_�� �_�
O I A: GV+VU.VV SOtL.I IVN r -r Ott W1 I LR.V.7
81.0'
12.0'
31.0' 14.0'. 24-0' .. - .__--------
Ex STING+---------- ----------
GRAOE
W -- - ---------------
W W
W LL
C) 8 9 BE --- --- \.. ..-•-...
MATCH EXIST FIR OSED
GRADE TOP OF BERM
MATCH EXIST. GRADE
T
0,00 10.00 20.00 30-00 40-00 50-00 60-00 70-00 80-00 90-00 100.00 110-00
AS -BUILT LI DAR F plm N on v NIQ NiN wig �i Niw cnim Niru cql.
1D'm O v N v 47i� Lein �' n min ui'n mr-
PRECONSTRVCTI H plw �.� �y rn vjloi ��w r;w N;ui pi;w pi�w Cow
GRADES � L
30.( 30.00
20.( In20-00
m
a
1
0
10-C z 10-00
0-0( 0-00
AS -BUILT LIDAR
PRECONSTRUCTI N
GRADES
01 A: LO+IAI.VV tOCI.I IVN r -r JCC OnCt 1 w.071
81-0' _
-- ------- ------
31.0' 14.0' -- ----- 24-0' 12.0' ----,---------- ----------r----
7
- ----- _ --------------
EXISTING
----------
GRADE N n ;
r
---------- ---Uj --
w 4W LLW
ZZZ
M T1 EXISTING PROPOSED
GRADE TOP GF BERM
MATC1 i EXIST. GRADE
0,00 1U.uu Lu-uu 10 -Vu 4U-UU 70 -Vu bu-uu !u-uu BUM K -Vu 160.00 11u-uu
ALIG NMENT - NO
Ro
4 _O v ~iq div ¢O NIP
7f-- c+i❑¢ 9 OIC p^
ALIG NMENT - NO
�� �� PROPOSED FILL
® PROPOSED CUT
3
=
1" 20'V
" AS -BUILT
= WATER SURFACE
22"
x 34" = 1" = 10'H
PROPOSED GRADE
WATER (ELEVATIONS BELOW WATER SURFACE WHERE AS - B U I LTS
r
1, - 0' V
-
PRE -CONSTRUCTION
COLLECTED IN FIELD)
al
EXISTING GRADE
a-3 AS -BUILT SPOT GRADES (FOR ROAD BASE)
STA: 22+pO.00
(SECTION F -F SEE SHEET C4.69)
STA:
3D+00-00
(SECTION F -F
SEE SHEET
C4.79)
-
30.(
30.00
61.0'
87.0'
-
3i.0'
14.0'
24.0'
12.0'
31.0'
14.0'
24-0'
12.0'
__________
_________
----------
S
8
--
$
8
$ 8-----a----------
----------r
M 20.00
F-
2D.(
m 20-00
EXISTING
- r
GRADE "
W
��
��
r
m
GRADE
��
w
'
" ��
W
------------
----------
C
rn
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N. No. DATE DESCRIPTION DATE: 01/16/14
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N. No. DATE DESCRIPTION DATE: 01/16/14
SHEET:
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M O'N LTi LVi4 C6 01iG rim N o Tlo
STA: 60+00.00 SECTION F -F SEE SHEET 04.80
a1.a (SECTION F -F RELOCATED 181 30,
EAST DUE TO ENCROACHMENT - M
31.0 14.0' 24.0' 12.0' ON WEST PROPERTY LIINE) - ;4 � z
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20.0 m 20.00 EXISTING 20 m ❑
GRADE
LL . . YI . .----- U
W WW ¢O X
w N.I ----------- N ._______.LL W .__________ _.. J ❑
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MATCH EXIST. GRADE 0
0.0a 0.00 PROPOSED DITCH BOTTOM -- - 0.0 _ r
0.00 10:00 20.OD 3000 40.00 50.0D 6_0_.DO 70.00 80.00 90.00 100.00 110.00 _ U
AS -BUILT LIDAR cv in I- o v W� I� cv 2IV, Xk' ry
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coGRADES
()
STA: 62+00.00 SECTION F -F SEE SHEET C4.90 (}
30.0 30.00 81-0 (SECTION F -F RELOCATED 18f �' [i7 a
EAST DUE TO ENCROACHMENT
31.4' 14.0' 24.0 12.(Y ON WEST PROPERTY LIINE)
EXISTING
89 89
20.0 m 20.00 GRADE 2D. J
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LL LL W
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0.00 0.00 0.0 a N I..L
0,00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.00 90.00 100.00 110-00 ORD 10.00 20-00 30-00 4_0.00 50.00 60-00 70.00 80.00 90-00 100.00 110.00
AS -BUILT LIDAR AS -BUILT LIDAR r-� om aon N �;_ _ �Im mlo v c M N aoje
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SCALE 11" X 17" = 1" - 20' H �� �� PROPOSED FILL ® PROPOSED CUT
3 1 = 20'V " " AS -BUILT = WATER SURFACE �+
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r 11, = 101 V PRE -CONSTRUCTION COLLECTED IN FIELD)
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STA: 64+00.00 SECTION F -F SEE SHEET C4.90)30"
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PRE N TRU
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20.00
(SECTION F- RELOCATED 181
70.00 80.00 90.90
100.00
110.00
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STA: 66+00.00 SECTION F -F SEE SHEET C4"90
GRADE MATCH EXIST. GRADE
PROPQS£D DIT • •••
30" 30,00
30.00
m 20.D0
m
C
1
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0.00
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PRE N TRU
0"DO 10.00
20.00
30.00 40.00 50.00 69.90
70.00 80.00 90.90
100.00
110.00
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-
Nlo
mIm
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30.00
-
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STA: 66+00.00 SECTION F -F SEE SHEET C4"90
_
30" 30,00
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m
a
1
0
z 10.00
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30" 30.00
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31.0'
74_0'
w21
24.0'
12.0'
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12.0'
$ g
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EAST DUET > ENCROACHMENT
ON WEST PF OPERTY LIINE)
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LL W W
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ST. GRADE
0"00
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ww
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TOP.DP BERM
--------
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---------
0.00
10,00
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20.00
30.00 40.00 50,00 60.00 70.00
PRO, D
90.00
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110.00
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mlm
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7
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m
a
1
0
z 10.00
0.00 1 0.0 1-
n m In m an w An nn gn m an nrl 7000 80 00 BO 00 11000
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PRECONSTRUCTION
GRADES
30,00
Im
r�l�
100"00
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CTION F -F SEE SHEET C4.91
Or
30" 30.00
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(SECTION F- RELOCATED 171
-
12.0'
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$
$
EAST DUET > ENCROACHMENT
ON WEST PF OPERTY LIINE)
Z
W
N M
M C
N L6
N
m
STA: 68+00.00 I
81.0'
37"0' 14"0' 24"0'
EXISTING
m 20 -OD - Z - 20" m 20.00
r
a
100,00 110"00
GRADE
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EAST DUE TO ENCROACHMENT
r- m wive In pIN(014gjl
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rWw -
---------- -
W
Lu
Z
LL W W
_
__________ _________
r
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STA: 74+00.00
LL w
°
10 w
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0"00
____
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2 10.OD-
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ST. GRADE
0.00
0.
DO
10.00
20.00
30.00 40.00 50,00 60.00 70.00
80.00
90.00
100.00
110.00
AS -BUILT LIDAR
F
ml,
ml, rn :w
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d 3000
rn 2000
m
n
1
❑
z 1000
relm I VTVV.VV to
8 ---------- T
--------- 7 --- --
31A,- ---- ----- 14- ---- -- 24.0' -
- -----------+--- ---
EXISTING
GRADE ! ! ! !
W_____ __ ___
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0.
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MATCH XISTING
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PROPOSE DITCH BOTTOM
IY r -r JCL ammm 1 l _w II
(SECTION F -F RELOCATED 183
12,0' - EAST DUE TO ENCROACHMENT
99 8 g ON WEST PROPERTY LIINE)
LL LL __________ _____-
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>FrJSED _ _
r
m
C
a
1
❑
10.1 2 1(7.(70
IY w
W
0 J
7
Y MATC EXISTING
GRADE
10.00 20"00 3.0"00 40"00 50"00
60,00 70,00 SO -OD 80"00
100,00 110"00
p R .8
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(SECTION F -F
RELOCATED 773
EAST DUE TO ENCROACHMENT
r- m wive In pIN(014gjl
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W
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STA: 74+00.00
(SECTION F -F SEE SHEET C4.91)
- - -
E E _ o
XISTING ROPOSFD'
nm
30.0 gLLLLi
20.0
rt
10.0 I^
0,00
t0.D0 2_0.00 30.00 40.00 50.00 60.00 70.00 80.00 9D.00 10_0.00 110.00
n
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�m �m yr n p� mm ml w� m P
co N MIN Q N L6 rj tlel::: rj v
STA: 76+00.00 (SECTION F -F SEE SHEET C4.87)
81.0
z
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(SECTION F -F
RELOCATED 773
EAST DUE TO ENCROACHMENT
310' 14.0' _ 24.0' 12.0'
EAST DUE TO
ENCROACHMENT
❑
99 8
g ON WEST PROPERTY
LIINE)
0:
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LL� T
EXISTING w w
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rWw -
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W
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g-
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- - - -
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0"00
PROPOSED DITCH BOTTOM
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STA: 76+00.00 (SECTION F -F SEE SHEET C4.87)
30.0
0 OD
81.0'
z
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31"0' 14 -Ir 24"0' 12"0'
EAST DUE TO ENCROACHMENT
m N co N cf w
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40.00 50.00 60.00 74.00 80.00 90.00 100.00 110.00
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20" m 20.00
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ALIGNMENT = NORTH PL
SCALE 11" X 17" = 1" - 20' H �� �� PROPOSED FILL ® PROPOSED CUT
3 1 . = 20'V AS -BUILT = WATER SURFACE
22" X 34" = 1" = 10'H PROPOSED GRADE WATER (ELEVATIONS BELOW WATER SURFACE WHERE
r- PRE -CONSTRUCTION COLLECTED IN FIELD)
1 - 0 V EXISTING GRADE ll) -4 AS -BUILT SPOT GRADES (FOR ROAD BASE)
AIR: ftmu.VV [27tt l
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31.0' - -----; ----- 14_17, ---------24.0' -
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GRADE
PROPOSED DITCH BOTTOM
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PRDJ" NO.: 1002
DR,Awn ar, RC
AS-BUILTS
DATE: 0116114
SHEET:
C5.5

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0.00 10.00 20.00 30.00 40.00 50.OD
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r'o M•,'n tA: r m n
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60.00 70.00 60.00 90.00
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NI m
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STA:
80+00.00 (SECTION F -F SEE SHEET
C4-92)
50-00
30.00
70.00 80.00
90.00 100.00 119.00
30.0 30.00
81.0'
(SECTION F -F RELOCATED 18t
c i1� c0�� VIS
! 1
2
❑
GRADES
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ON WEST PROPERTY LIINE)
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24-0' 12-0'
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000 000
0.01
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AS BUILT LIDAR
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0.00 10.00 20.00 30.00 40.00 50.OD
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100-00 110.00
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30-00 46.00
50-00
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90.00 100.00 119.00
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(SECTION F -F SEE SHEET C4.92)
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(SECTION F -F SEE SHEET 04.92)
W u! ____
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MATCH EXIST- GRADE
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81.0'
------------
31-0' 14.0' 240 12.0'
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GRADE
uQ1•�f� "� a $ e
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AS -BUILT LIDAR 11+n AS -BUILT LIDAR
21m Olv+ p7ln Z9 r � N p
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(SECTION F -F RELOCATED 18t
24-0' 12.a EAST DUE TO ENCROACHMENT_
2
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m 20.DD
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31.0'
14.0' 24.0' 72.0'
MATCH EXIST. GRADE
000
PROPOSED DITCH BOTTOM"
000 000
0.00 19.90 20-00 30-00 40-00 50-00 60-00 70-00 80-00 90-00 19900 170-00 p•pp 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.00 80.00 100.00 110.00
AS -BUILT LIDAR 11+n AS -BUILT LIDAR
21m Olv+ p7ln Z9 r � N p
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10.0
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SECTION F -F SEE SHEET 04.921
--------
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MATCH EXIST- GRADE
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PRECONSTRDCTIOH OiP ?
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MATCH )(ISTING PROPOSED
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MATCH Exl 7. GRADE
PROPOSED DITCH BOTTOM
10.00 20.00 30.00 40.OD 50.OD 60.00 70.00 80.OD 90.00
N N �;N it n qv NiN eLiY "A
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a I n. (atm I IIJN r -r att bntt i
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$8 F
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GRADE w w
LLwLL yay
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PRt>130SE0
TOP OF BERM
30.0
00-00 110.00 0.00 10.00 2_0_.00 30.00 40.00 50.00 60.00 70.00 80.00 80.00 100.00 710.00
r� o rn N AS -BUILT LIDARMle min Nlm coin �Iw o.° 10-o w
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STA: 9494+00.00 SECTION F -F SEE SHEET C4.93
36.0 30.60 30-0
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10.0
4
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SECTION F -F SEE SHEET 04.921
- 81.0
14.0' -
24.0' 72.a
EXISTING
$ 5'
30.0 30.00
20.0 m 26.60
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C
1
❑
10.0 Z 10.00
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MATCH EXISTING
GRADE
N
a I n. (atm I IIJN r -r att bntt i
81.V
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GRADE w w
LLwLL yay
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PRt>130SE0
TOP OF BERM
30.0
00-00 110.00 0.00 10.00 2_0_.00 30.00 40.00 50.00 60.00 70.00 80.00 80.00 100.00 710.00
r� o rn N AS -BUILT LIDARMle min Nlm coin �Iw o.° 10-o w
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GRAPES I
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STA: 9494+00.00 SECTION F -F SEE SHEET C4.93
36.0 30.60 30-0
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2
❑
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10.0
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0.00
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n GRADE
r MATCH EXIST. GRADE
a
PROPOSED DITCH BOTTOM
000 0.00 0.00
16.60 20-00 30-00 40-00 50-00 60-00 70-00 80-00 90-00 170-00
00.00 19900
r;N
AS -BUILT LIDAR N:a vo ;� o;n N;rn o;- m;m AS -BUILT LIDAR
mld
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T
ALIGNMENT =NORTH PL
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SCALE 11" X 1" 20' H ®
-••
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20I V
2/7+1 11" PROPOSED GRADE WATER (ELEVATIONS BELOW WATER SURFACE WHERE
X X4,1 = = 10'H �
r � , - Q� PRE -CONSTRUCTION COLLECTED IN FIELD}
1 - � V s-�' AS -BUILT SPOT GRADES
EXISTING GRADE (
0
31.0'
14.0' 24.0' 72.0'
------- ---------- 1- --------- �
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GRADE
x
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COME � -� L
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= LL
L0-00
0-00 10.00 20.00 30.00 40.00 5_0.00 60.00 70.00 80.00 80.00 100 -DD 110.00 a D A
3 1 ! 3 1 1 !
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AS-BUILTS
PRDJ- MD.: 1002
oR,AwN er: RC
iV. No.
DATE DESCRIPTION HATE: 03/16/74
SHEET-
X5.5
1
a Ill: e7arw.w {ae� l IUN r -r ate ante I I.f9-ate
81.0'
37,0' 14.0' 24-0' 72.0' --------
Ir LLJ
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1 1
----------
EXISTING-
GRADE "
Lutz
pjiW Oi w
of W
AS-BUILTS
PRDJ- MD.: 1002
oR,AwN er: RC
iV. No.
DATE DESCRIPTION HATE: 03/16/74
SHEET-
X5.5
1
a Ill: e7arw.w {ae� l IUN r -r ate ante I I.f9-ate
81.0'
37,0' 14.0' 24-0' 72.0' --------
Ir LLJ
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1 1
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EXISTING-
GRADE "
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3D.D0
m 20.00
m
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❑
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4.40
0.00 10-00
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STA: 96+00.00
20-00 30-00 40-00 50-00
p D r 6 cm;D
30-00
31.0'
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31.0'
M 2D.D0
81.4'
100,00
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----------
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81.4'
100,00
110-00
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TOP OF BERM
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STA: 104+00-00 SECTION F -F SEE SHEET C4.93
60-00
81.4'
100,00
110-00
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0,00 10-00 20.00
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31.0' 14.0' 24.0' 12.0'
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tl� m
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70-00 80-00 90-00
100,00
110-00
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30.00 40.00 50.00 60.00 70.00 80.00 90.00 110.00
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TOPOFBERM EXIST.
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GRADE
30.i 34.00 16 v'
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76 v'
0.0
30.1
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------------------- --- --
11 (SECTIO G -G RELOCATED 21 EAST OP RT
UE TO ENCROACHMENT ON WEST PRY LINE) ------
14.0' 24.0' 12.0' -- ----... 26.0' 14.0' 24-0' 12.0'
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LZ'12
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40.00 50.00 60.D0 70.DO 80.DO 90.D0 100-00 110.DO -30.DO -22•_70-DO -1170-DO AQO 10-00 20-00 30.00 4807.00 5107.00 60.00 70.00 80.00
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20-00 30-00 40-00
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60-00 70-00 80-00 90-00 100.00 110-00 -30.00 -20.00 -10.00 0.00 10-00 20-00 3_0_.00 40.00 50.00 60.00 70.00 8_0.00 _
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G -
oRawner: RC
RTH PL
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SCALE 11r. x 17 - 1" = 20' H
3 1" = 20'V " AS -BUILT = WATER SURFACE
22" x 34" = 1" = 10' H PROPOSED GRADE WATER (ELEVATIONS BELOW WATER SURFACE WHERE AS - B U I LTS
r - PRE -CONSTRUCTION COLLECTED IN FIELD)
1', - 10' V EXISTING GRADE UAS-BUILT SPOT GRADES (FOR ROAD BASE)
DATE: 01/16/14
SHEET:
C5.7

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0.00 0"00
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30.00 40.00
50.00 60.00 70.00
80.00
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(SECTIO
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0
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D O[
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-20.00
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10"00
20"00
30.00
40.00
50"00
60"00
70"00
80"00
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18.0' 78.0' 30.0 36.60
20.0
10.0
Q 20.00
Mr,
a
0
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000 0"00 000
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11, = 101 V PRE -CONSTRUCTION
EXISTING GRADE (ED-\ AS -BUILT SPOT GRADES {FDR ROAD BASE}
�8
IZ
VJ
_____
__ (SECTIO
G -G RELOCATED 21 EAST DUE TO ENCROACHMENT ON WEST PROPERTY LINE)
________
-------
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26.0' -------- 14.0'.----- --- 24.0' . ._ 12.0'
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DATE: 01/16/14
SHEET:
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STA: 128+50-00 (SECTION H -H SEE SHEET C4"106)
30.00 16.0' 71,17 30•G 30.00
( ECTION H -H REL CATER 33 SOUTH DUE TO ENCROACHMENT ON NORTH PROPERTY LINE}
26.0' 10.0' 23.0' 12.0'
-----------------
I•- 2.0'
x � 21s
20,00
30,00 4000 50"00 60.00
-
8000
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132+00.00
{SECTION H -H SEE SHEET C4.106}
FUTURE
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MATCH EXISTING PROPOSED
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n
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m 20.00
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a
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mm 21
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FUTURE
-30.00 -2000 -1000
- 16.0 -
ECTION H -H
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GRADE :: i i .. ...........-----
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Y MATCH EXISTING
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AS -BUILT LIDARin n rq
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26.0' WAY 23.0'
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LINE} - - --
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n
0
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132+00.00
{SECTION H -H SEE SHEET C4.106}
AS -BUILT LIDAR
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GRADES
s.a
p
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•-•-.-.---•.-•---
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16.0'
16.0'
71.0'
�o
--
(SECTION H -H REL)CATED
33 SOUTH DUE TO
ENCROACHMENT
ON NORTH PROPERTY LINE}
--------------
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23.0' 12.9
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10.0'
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w
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d'
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ww w�
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OP OF BERM
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00 -20"00 -10"00 0.00 10,00 20"00 30,00 40,00 50.00 60"00 70,00 80"00
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30.[
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{FUTURE}
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m
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m
n
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ALIGNMENT = NORTH PL
SCALE 11" X 17" = 1" - 201 H �� �� PROPOSED FILL ® PROPOSED CUT
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22" X 34" = 1" = 10'H PROPOSED GRADE WATER {ELEVATIONS BELOW WATER SURFACE WHERE
r_
PRE -CONSTRUCTION COLLECTED IN FIELD}
11 - 01 V EXISTING GRADE U)-` AS -BUILT SPOT GRADES (FOR ROAD BASE)
STA: 140+00.00 (SECTION H -H SEE SHEET C4.107)
71"0'
-L DCATED 2t SOUTH DUE TO ENCROACHMENT ON NORTH PROPERTY LINE]
26.0' 10.0' 23.0' 12.0'
2.0'
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PROPOSED
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EXIST.
ppi
GRADE
0,00 10-00 20.00 30.00 40.00 50.00 60.00 70.00 80.00
min MIN Njn roIM M m oln of �Iin
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STA: 142+00.00 (SECTION H -H SEE SHEET C4.107)
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PROP Fn PIT H
RO
(SECTION H -H REL
CATED 3t SOUTH DUE TO ENCROACHMENT ON NORTH PROPERTY LINE}
.
01.00 0"OD
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22" X 34" = 1" = 10'H PROPOSED GRADE WATER {ELEVATIONS BELOW WATER SURFACE WHERE
r_
PRE -CONSTRUCTION COLLECTED IN FIELD}
11 - 01 V EXISTING GRADE U)-` AS -BUILT SPOT GRADES (FOR ROAD BASE)
STA: 140+00.00 (SECTION H -H SEE SHEET C4.107)
71"0'
-L DCATED 2t SOUTH DUE TO ENCROACHMENT ON NORTH PROPERTY LINE]
26.0' 10.0' 23.0' 12.0'
2.0'
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GRADE lk
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PROPOSED
TOP OF BERM 4\\ MATCH
EXIST.
ppi
GRADE
0,00 10-00 20.00 30.00 40.00 50.00 60.00 70.00 80.00
min MIN Njn roIM M m oln of �Iin
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10.00 20.00 30.00 40.00 5D.00 60.00 70.00 80.00
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PRO- 1002
oRAwN er: RC
DATE: 01/16/14
SHEET:
C5.9
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71-0'
(SECTION H -H REL
CATED 3t SOUTH DUE TO ENCROACHMENT ON NORTH PROPERTY LINE}
.
26.0' 10.0' 23.0' 12.0'
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EXIST
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GRADE
-30,00 -20.00 -1000
I
v1m v r
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10.00 20.00 30.00 40.00 5D.00 60.00 70.00 80.00
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oRAwN er: RC
DATE: 01/16/14
SHEET:
C5.9

30.00
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GRADES
t
S
m 20.00
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0-00
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GRADES
30.00
STA: 144+00.00 (SECTION H -H SEE SHEET C4-107)
,30-W
16.0'
SECTION G -G RE
71.0'
OCATED 2t SOUTH DUE TO ENCROACHMENT ON NORTH PROPERTY LINE}
26.0' 10.0' 23.0' 12.0'
2.0'
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16 v16
MATCH EXISTING PROPOSED
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r6!-
FUTURE
(SECTION H -H SEE
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LL
LL µ
PROPOSED J
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$ 8 $
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FUTURE
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2
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n AS -BUILT LIDAR o N m c y; pplc w nils Nolte �IW
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TOP OF BERM MATCH
EXIST -
GRADE
0,00 10.DO 20.00 3�0.00 40.00 50.00 60.00 70.00 80.00
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mic NIS! IDIS ml� �i� C71m
ex]'� 47'W 1•j e'glm oC'w
C3, �'oo ep'oo
STA: 148+00.00 {SECTION H -H SEE SHEET C4.108
71.0'
G -G RE OCATED 21 SOUTH DUE TO ENCROACHMENT ON NORTH PROPERTY LINE)
26-0' 10.0' 23-0' 12.0'
u! EXISTING e
CL Z GRADE N4
J
PROPOSED
TOP OF BERM MATCH
EXIST-
oononcrn n1Tnu QnTrnu GRADE
10.00
20.00
30.00 40.00
50.00
60.00
70.00
80.00
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I
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(SECTION H -H SEE
SHEET C4.108)
LL
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16.0'
71.0'
SECTION G -G RE
OCATED 2t SOUTH DUE TO
ENCROACHMENT
ON NORTH PROPERTY LINE]
--------
--------- ------
r
23-0'----- 12.0' - -- -
28.0'
10.0'
Z
¢�
26.0' 10.0' 23.0' 12.0'
- -
RE
i
opt
2.15' ---- -- -- - 8 8 8
8 ----------
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m dJ
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a
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10
1f
PROPpSED
PROPOSED
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PROPOSED FILL
TOP OF BERM MATCH
TOP OF BERM MATCH
GRADE ROCK ROAD
3 11. = 20'V
EXIST -
EXIST -
(FUTURE)
WATER SURFACE
GRADE
nr
3C 30.00
2C m 20.00
m
a
1
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ALIGNMENT = NORTH PL
10
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PROPpSED
SCALE 11" X 17 = 1" - 20 H
MATCH EXISTING PROPOSED J
PROPOSED FILL
TOP OF BERM MATCH
PROPOSED CUT
GRADE ROCK RCAD
3 11. = 20'V
EXIST -
-•• •••' AS -BUILT
(FUTURE
WATER SURFACE
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nr
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3 11. = 20'V
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=
WATER SURFACE
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22" X 34" = 1" = 10'H
x
F w
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PROPOSED GRADE
rn
WATER (ELEVATIONS BELOW WATER SURFACE WHERE
r -
1, - 1 U
PRE -CONSTRUCTION
COLLECTED IN FIELD)
DRAWN an RC
EXISTING GRADE
8-R
AS -BUILT SPOT GRADES (FOR ROAD
BASE)
AS-BUILTS
20-00 30.00 40.00 50-00 60.00 70 -DO 80.150
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LL
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PRDJ-MD.: 1002
DRAWN an RC
W, No. DATE DESCRIPTION DATE: 01116/14
SHEET:
05.10
1

30.00
m 20.00
Fn
a
1
❑
Z 1D.DO
0 DD
STA: 13+00.00 {SECTION 1-1 SEE SHEET C4.78}
1 z.d z4.0•
8g Sg
MATCH
EXISTING GRADE h h
w w �
0 ow N�
77
LL w
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PROPOSED
TOP OF BERM
79,0• PEELE
5.0 30.0 ROAD
LLI 0_ Z
Z
EXISTING Q
GRADE
a
*�PR�QPO�k'D�
MATCH
EXISTING RADE
DITCH BOTTOM
,RTA- qn+nn nn [SECTION 1-1 SEE SHEET 04.88]
30.DD 30.00
2D.DD
10.00
0.00
30-00
m 20-00
m
n
0.00
m
ppm
---------------------
-100.OD -90.00 -89.90
-70.00
-60.90 -50.90 -40.00
-3_0.00 -20.00 -10.00 D.Do10.00
_ __
AS -BUILT LIDAR on m tiN
616
PRECOel
"im
NIP
mE mm $
� W � m
wm m N1 In T ov°i
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aiv R D p D p�
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pj rn
F
STA: 14+00.00 (SECTION 1-I SEE SHEET 04.78)
- 3D.D077
----
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12.d
24.0'
5.0' 30.0' ROAD
t m 20.00
S m
MATCH
EXISTING GRADE
$ g
^ '
g
$ S
w 20.00
G 2
D
w
w
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w oaw0z
GRADE
g48POSED
1D.DO
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... ..
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PROPOSED
TOP OF BERM
MATCH
EXISTING RADE
0.00
3 100.00 -90.00 -80.00
i AS -BUILT LIDAR
PRECONSTRIICT
-70.00
�o.oD -50.00 -40.00
DITCH BOTFO O.OD
-30.00 -20.00 -10-00 O,Op 10,00
GRADES
_
P
STA: 16+D0.00 [SECTION 1-I SEE SHEET C4.78]
30-00
m 20-00
m
n
0.00
m
ppm
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ppm C?ipi � O
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r❑ w O
r+lw op N calN n'N �Im
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71.0'
240 5-d
9 � Lj
12.0'
MATCH
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__
GRADE LL
--
____
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PROPOSED
TOP OF BERM
EXISTING �
GRADE 0
❑ _ MATCH
......--- EXISTING
PROPOSE❑
DITCH��TTOM
�
20.00
m
a
1
O
z 10.00
0.90
_100-00 -90-00 -80-00 -70-00 -6
0-00 -50-00 -00.00 -30.00 -20.00 -10.00 0.00 10.00
AS -BUILT LIDAR
PRE N TRD I N � L
GRADES
STA: 22+00.00 {SECTION I -I SEE SHEET 04.88}
30.00 T� PEELE
�In m�ao n a'wa.
piio� palm � � +ti r elm rDiao Cilo dl❑
30-00 30.00
RflAO
--------------------
Lu 20-00 � 20.00
2: --- m
70 -DO z
m 20.00
� MATCH
EXISTING GRADE LL
a w
1 ❑
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m
PRECONSTRDCTION bio O❑ m0 SIG OIG
STA: 24+00.00 {SECTION I -I SEE SHEET 04.88}
77.0'PEELL
12-0' 24.0' 5.d 30.0' }} ROAD
$ $ 8 S F
MATCH q
EXISTING GRADE � w � EXISTING
�+ w 'GRADE
MATCH
•.• '- EXISTING GRADE .-.�
PROPOSED
TOP OF BERM
PROPOSED
DITCH
10.00
RADE
D -DD 9.90
-100-00 -90.00 -B0.0D -70.00 -60.DD -60.00 -40.DD -50.00 -20.00 -10.00 0.00 10.00
AS -BUILT LIDAR hIII`
I"��Rn;2^1:01.1?mo ala
am CV
pa po
GRADES
E
STA: 18+00.00 (SECTION I -I SEE SHEET C4.78)
g 30.00 - 77 0' -E 30.00
20.00 � , 0
I
34.90 G
a
� o3�3z
20.40 % 0 3 a
a2
10-00
0-W
30.00
2{1,00
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PROPOSED
MATCH
TOP OF BERM EXISTIN GRADE
PROPOSED
0.00 nlTrW B TT 0.00
-100.00 -90.00 -av-vo -70-vo -so.op -50-00 -40.00 �0.p0 -zO-vD -10.00 0.00 10.00
AS -BUILT LIDAR I'll
LL
10.00 W VJ
m J
LQ
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As -BUILT LIDAR q� �
PRE N T D H (i]
GRACES
STA: 26+00.00 {SECTION I -I SEE SHEET C4.88} � �}
30-o0 71 d PEELE 30,00
U]
12.0' 24.0' 5.0' 30.0' ROAD 12.P 24.0' 5.V
ROAD � n/
� LUL
gg gs � gg gg � to
M 20.00 tt 20.00 m 20-00 Isl � 20.00 J �I
� r . _ ... MATCH F n n n o LL] r MATCH �� • • �� Y c �_
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w IL
5 EXISTING O � -
Y GRADE GRADE
w
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PROPOSED '-•• _.•
MATCH ••'••••• PROPQSED -'-•. MATCH ❑
TOP OFBERM •-•••••��: EXISTING RADE 1 TOP OF BERM .--- [• EXISTING RADE � _
PROPOSED 1 •••--PROPQSED 7 w
? 0.00 0.00 0.00 DITCH BOTT 0.00 a ❑ ^
-100.00 -90-00 -80-00 -70-00 �0-00 -50-00 �0-00 -30-00 -20-00 -70-00 0,00 10.00 -100.00 -90.00 -80.00 -70.00 $0.60 50.00 -40.00 -20.00 -14.40 0.00 10.00 m CL
AS -BUILT LIDAR
ILD 'r rlo 'n nl+., �I� o,a ^Im AS -BUILT LIDAR p+:m +n c> m � I�i.n r - I,o io N ❑ N �+ o n
pal �n �ir� rin In coin mi'n. r•iia u71m eaimNl.n ��o o +n .n r�
PRECOHSTRDCT[ON ��o O�� �l� �o, V go ullo pyo p�q PRECGNSTRUCTION p;o �1C w1� ��� d � G ailG
• III
2
GRADES I ��I-
6iO MM a7M A��[] �m NM �'� Omi �m �yM
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1002
T oR,awn er: RC
G -
ALI NMENT -PEELE RD.
SCALE 11+ X 7 + = 1+ - 2Q H PROPOSED FILL ® PROPOSED CUT
3 1 + = Z� V " "" AS -BUILT = WATER SURFACE
22+� X 34+� = 1" = 10'H PROPOSED GRADE WATER (ELEVATIONS BELOW WATER SURFACE WHERE ALJ - B U I LTS
r , - PRE -CONSTRUCTION COLLECTED IN FIELD)
1" - 10' U EXISTING GRADE AS -BUILT SPOT GRADES (FDR ROAD BASE)
DATE: 01+`16114
SHEET:
G5+1 1
�
20.00
m
a
1
O
z 10.00
0.90
_100-00 -90-00 -80-00 -70-00 -6
0-00 -50-00 -00.00 -30.00 -20.00 -10.00 0.00 10.00
AS -BUILT LIDAR
PRE N TRD I N � L
GRADES
STA: 22+00.00 {SECTION I -I SEE SHEET 04.88}
30.00 T� PEELE
�In m�ao n a'wa.
piio� palm � � +ti r elm rDiao Cilo dl❑
30-00 30.00
RflAO
--------------------
Lu 20-00 � 20.00
2: --- m
70 -DO z
m 20.00
� MATCH
EXISTING GRADE LL
a w
1 ❑
��_•---•-�-
T7-0'
- 12-0' 24.0' 5.d 30-0' ROAD
'g4 g
EkESTING
%GRADE
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❑ r
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m
PRECONSTRDCTION bio O❑ m0 SIG OIG
STA: 24+00.00 {SECTION I -I SEE SHEET 04.88}
77.0'PEELL
12-0' 24.0' 5.d 30.0' }} ROAD
$ $ 8 S F
MATCH q
EXISTING GRADE � w � EXISTING
�+ w 'GRADE
MATCH
•.• '- EXISTING GRADE .-.�
PROPOSED
TOP OF BERM
PROPOSED
DITCH
10.00
RADE
D -DD 9.90
-100-00 -90.00 -B0.0D -70.00 -60.DD -60.00 -40.DD -50.00 -20.00 -10.00 0.00 10.00
AS -BUILT LIDAR hIII`
I"��Rn;2^1:01.1?mo ala
am CV
pa po
GRADES
E
STA: 18+00.00 (SECTION I -I SEE SHEET C4.78)
g 30.00 - 77 0' -E 30.00
20.00 � , 0
I
34.90 G
a
� o3�3z
20.40 % 0 3 a
a2
10-00
0-W
30.00
2{1,00
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PROPOSED
MATCH
TOP OF BERM EXISTIN GRADE
PROPOSED
0.00 nlTrW B TT 0.00
-100.00 -90.00 -av-vo -70-vo -so.op -50-00 -40.00 �0.p0 -zO-vD -10.00 0.00 10.00
AS -BUILT LIDAR I'll
LL
10.00 W VJ
m J
LQ
❑-Op r
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As -BUILT LIDAR q� �
PRE N T D H (i]
GRACES
STA: 26+00.00 {SECTION I -I SEE SHEET C4.88} � �}
30-o0 71 d PEELE 30,00
U]
12.0' 24.0' 5.0' 30.0' ROAD 12.P 24.0' 5.V
ROAD � n/
� LUL
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M 20.00 tt 20.00 m 20-00 Isl � 20.00 J �I
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- � EXISTING GRADE EXISTING d � � EXISTING GRADE w � 1-
w IL
5 EXISTING O � -
Y GRADE GRADE
w
$ z 10.00 -.. ..-.r.-.--':.-.^....-..-.., •..-- �� �� - -. �.- --..-.-.-.-.-.._. ��.,..-.. -- 10.00 ILL
DITCH QOTFO z 10-00 .-........- .. ................r..,,.-�-- •�._.. .,-..r..-.-.- ....,..,...-..-.n 10.00 � Q
D_ c w
PROPOSED '-•• _.•
MATCH ••'••••• PROPQSED -'-•. MATCH ❑
TOP OFBERM •-•••••��: EXISTING RADE 1 TOP OF BERM .--- [• EXISTING RADE � _
PROPOSED 1 •••--PROPQSED 7 w
? 0.00 0.00 0.00 DITCH BOTT 0.00 a ❑ ^
-100.00 -90-00 -80-00 -70-00 �0-00 -50-00 �0-00 -30-00 -20-00 -70-00 0,00 10.00 -100.00 -90.00 -80.00 -70.00 $0.60 50.00 -40.00 -20.00 -14.40 0.00 10.00 m CL
AS -BUILT LIDAR
ILD 'r rlo 'n nl+., �I� o,a ^Im AS -BUILT LIDAR p+:m +n c> m � I�i.n r - I,o io N ❑ N �+ o n
pal �n �ir� rin In coin mi'n. r•iia u71m eaimNl.n ��o o +n .n r�
PRECOHSTRDCT[ON ��o O�� �l� �o, V go ullo pyo p�q PRECGNSTRUCTION p;o �1C w1� ��� d � G ailG
• III
2
GRADES I ��I-
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tV� �d pd pd
ail aol� rl� rl� rl� ❑i � ml� vl� ao � rl� rl�
--�_ I r r� GRADES r
1002
T oR,awn er: RC
G -
ALI NMENT -PEELE RD.
SCALE 11+ X 7 + = 1+ - 2Q H PROPOSED FILL ® PROPOSED CUT
3 1 + = Z� V " "" AS -BUILT = WATER SURFACE
22+� X 34+� = 1" = 10'H PROPOSED GRADE WATER (ELEVATIONS BELOW WATER SURFACE WHERE ALJ - B U I LTS
r , - PRE -CONSTRUCTION COLLECTED IN FIELD)
1" - 10' U EXISTING GRADE AS -BUILT SPOT GRADES (FDR ROAD BASE)
DATE: 01+`16114
SHEET:
G5+1 1
0-00 -50-00 -00.00 -30.00 -20.00 -10.00 0.00 10.00
AS -BUILT LIDAR
PRE N TRD I N � L
GRADES
STA: 22+00.00 {SECTION I -I SEE SHEET 04.88}
30.00 T� PEELE
�In m�ao n a'wa.
piio� palm � � +ti r elm rDiao Cilo dl❑
30-00 30.00
RflAO
--------------------
Lu 20-00 � 20.00
2: --- m
70 -DO z
m 20.00
� MATCH
EXISTING GRADE LL
a w
1 ❑
��_•---•-�-
T7-0'
- 12-0' 24.0' 5.d 30-0' ROAD
'g4 g
EkESTING
%GRADE
�
❑ r
�1ro N � rn
m
PRECONSTRDCTION bio O❑ m0 SIG OIG
STA: 24+00.00 {SECTION I -I SEE SHEET 04.88}
77.0'PEELL
12-0' 24.0' 5.d 30.0' }} ROAD
$ $ 8 S F
MATCH q
EXISTING GRADE � w � EXISTING
�+ w 'GRADE
MATCH
•.• '- EXISTING GRADE .-.�
PROPOSED
TOP OF BERM
PROPOSED
DITCH
10.00
RADE
D -DD 9.90
-100-00 -90.00 -B0.0D -70.00 -60.DD -60.00 -40.DD -50.00 -20.00 -10.00 0.00 10.00
AS -BUILT LIDAR hIII`
I"��Rn;2^1:01.1?mo ala
am CV
pa po
GRADES
E
STA: 18+00.00 (SECTION I -I SEE SHEET C4.78)
g 30.00 - 77 0' -E 30.00
20.00 � , 0
I
34.90 G
a
� o3�3z
20.40 % 0 3 a
a2
10-00
0-W
30.00
2{1,00
�,D-DDZ ..... E7
PROPOSED
MATCH
TOP OF BERM EXISTIN GRADE
PROPOSED
0.00 nlTrW B TT 0.00
-100.00 -90.00 -av-vo -70-vo -so.op -50-00 -40.00 �0.p0 -zO-vD -10.00 0.00 10.00
AS -BUILT LIDAR I'll
LL
10.00 W VJ
m J
LQ
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As -BUILT LIDAR q� �
PRE N T D H (i]
GRACES
STA: 26+00.00 {SECTION I -I SEE SHEET C4.88} � �}
30-o0 71 d PEELE 30,00
U]
12.0' 24.0' 5.0' 30.0' ROAD 12.P 24.0' 5.V
ROAD � n/
� LUL
gg gs � gg gg � to
M 20.00 tt 20.00 m 20-00 Isl � 20.00 J �I
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- � EXISTING GRADE EXISTING d � � EXISTING GRADE w � 1-
w IL
5 EXISTING O � -
Y GRADE GRADE
w
$ z 10.00 -.. ..-.r.-.--':.-.^....-..-.., •..-- �� �� - -. �.- --..-.-.-.-.-.._. ��.,..-.. -- 10.00 ILL
DITCH QOTFO z 10-00 .-........- .. ................r..,,.-�-- •�._.. .,-..r..-.-.- ....,..,...-..-.n 10.00 � Q
D_ c w
PROPOSED '-•• _.•
MATCH ••'••••• PROPQSED -'-•. MATCH ❑
TOP OFBERM •-•••••��: EXISTING RADE 1 TOP OF BERM .--- [• EXISTING RADE � _
PROPOSED 1 •••--PROPQSED 7 w
? 0.00 0.00 0.00 DITCH BOTT 0.00 a ❑ ^
-100.00 -90-00 -80-00 -70-00 �0-00 -50-00 �0-00 -30-00 -20-00 -70-00 0,00 10.00 -100.00 -90.00 -80.00 -70.00 $0.60 50.00 -40.00 -20.00 -14.40 0.00 10.00 m CL
AS -BUILT LIDAR
ILD 'r rlo 'n nl+., �I� o,a ^Im AS -BUILT LIDAR p+:m +n c> m � I�i.n r - I,o io N ❑ N �+ o n
pal �n �ir� rin In coin mi'n. r•iia u71m eaimNl.n ��o o +n .n r�
PRECOHSTRDCT[ON ��o O�� �l� �o, V go ullo pyo p�q PRECGNSTRUCTION p;o �1C w1� ��� d � G ailG
• III
2
GRADES I ��I-
6iO MM a7M A��[] �m NM �'� Omi �m �yM
tV� �d pd pd
ail aol� rl� rl� rl� ❑i � ml� vl� ao � rl� rl�
--�_ I r r� GRADES r
1002
T oR,awn er: RC
G -
ALI NMENT -PEELE RD.
SCALE 11+ X 7 + = 1+ - 2Q H PROPOSED FILL ® PROPOSED CUT
3 1 + = Z� V " "" AS -BUILT = WATER SURFACE
22+� X 34+� = 1" = 10'H PROPOSED GRADE WATER (ELEVATIONS BELOW WATER SURFACE WHERE ALJ - B U I LTS
r , - PRE -CONSTRUCTION COLLECTED IN FIELD)
1" - 10' U EXISTING GRADE AS -BUILT SPOT GRADES (FDR ROAD BASE)
DATE: 01+`16114
SHEET:
G5+1 1
�In m�ao n a'wa.
piio� palm � � +ti r elm rDiao Cilo dl❑
30-00 30.00
RflAO
--------------------
Lu 20-00 � 20.00
2: --- m
70 -DO z
m 20.00
� MATCH
EXISTING GRADE LL
a w
1 ❑
��_•---•-�-
T7-0'
- 12-0' 24.0' 5.d 30-0' ROAD
'g4 g
EkESTING
%GRADE
�
❑ r
�1ro N � rn
m
PRECONSTRDCTION bio O❑ m0 SIG OIG
STA: 24+00.00 {SECTION I -I SEE SHEET 04.88}
77.0'PEELL
12-0' 24.0' 5.d 30.0' }} ROAD
$ $ 8 S F
MATCH q
EXISTING GRADE � w � EXISTING
�+ w 'GRADE
MATCH
•.• '- EXISTING GRADE .-.�
PROPOSED
TOP OF BERM
PROPOSED
DITCH
10.00
RADE
D -DD 9.90
-100-00 -90.00 -B0.0D -70.00 -60.DD -60.00 -40.DD -50.00 -20.00 -10.00 0.00 10.00
AS -BUILT LIDAR hIII`
I"��Rn;2^1:01.1?mo ala
am CV
pa po
GRADES
E
STA: 18+00.00 (SECTION I -I SEE SHEET C4.78)
g 30.00 - 77 0' -E 30.00
20.00 � , 0
I
34.90 G
a
� o3�3z
20.40 % 0 3 a
a2
10-00
0-W
30.00
2{1,00
�,D-DDZ ..... E7
PROPOSED
MATCH
TOP OF BERM EXISTIN GRADE
PROPOSED
0.00 nlTrW B TT 0.00
-100.00 -90.00 -av-vo -70-vo -so.op -50-00 -40.00 �0.p0 -zO-vD -10.00 0.00 10.00
AS -BUILT LIDAR I'll
LL
10.00 W VJ
m J
LQ
❑-Op r
-soD-oo -sD.00 -sD.00 aD.00 _cn 60.0D -50.00 aD.oD -30.00 -20.00 -10.00 0.00 10.00
As -BUILT LIDAR q� �
PRE N T D H (i]
GRACES
STA: 26+00.00 {SECTION I -I SEE SHEET C4.88} � �}
30-o0 71 d PEELE 30,00
U]
12.0' 24.0' 5.0' 30.0' ROAD 12.P 24.0' 5.V
ROAD � n/
� LUL
gg gs � gg gg � to
M 20.00 tt 20.00 m 20-00 Isl � 20.00 J �I
� r . _ ... MATCH F n n n o LL] r MATCH �� • • �� Y c �_
- � EXISTING GRADE EXISTING d � � EXISTING GRADE w � 1-
w IL
5 EXISTING O � -
Y GRADE GRADE
w
$ z 10.00 -.. ..-.r.-.--':.-.^....-..-.., •..-- �� �� - -. �.- --..-.-.-.-.-.._. ��.,..-.. -- 10.00 ILL
DITCH QOTFO z 10-00 .-........- .. ................r..,,.-�-- •�._.. .,-..r..-.-.- ....,..,...-..-.n 10.00 � Q
D_ c w
PROPOSED '-•• _.•
MATCH ••'••••• PROPQSED -'-•. MATCH ❑
TOP OFBERM •-•••••��: EXISTING RADE 1 TOP OF BERM .--- [• EXISTING RADE � _
PROPOSED 1 •••--PROPQSED 7 w
? 0.00 0.00 0.00 DITCH BOTT 0.00 a ❑ ^
-100.00 -90-00 -80-00 -70-00 �0-00 -50-00 �0-00 -30-00 -20-00 -70-00 0,00 10.00 -100.00 -90.00 -80.00 -70.00 $0.60 50.00 -40.00 -20.00 -14.40 0.00 10.00 m CL
AS -BUILT LIDAR
ILD 'r rlo 'n nl+., �I� o,a ^Im AS -BUILT LIDAR p+:m +n c> m � I�i.n r - I,o io N ❑ N �+ o n
pal �n �ir� rin In coin mi'n. r•iia u71m eaimNl.n ��o o +n .n r�
PRECOHSTRDCT[ON ��o O�� �l� �o, V go ullo pyo p�q PRECGNSTRUCTION p;o �1C w1� ��� d � G ailG
• III
2
GRADES I ��I-
6iO MM a7M A��[] �m NM �'� Omi �m �yM
tV� �d pd pd
ail aol� rl� rl� rl� ❑i � ml� vl� ao � rl� rl�
--�_ I r r� GRADES r
1002
T oR,awn er: RC
G -
ALI NMENT -PEELE RD.
SCALE 11+ X 7 + = 1+ - 2Q H PROPOSED FILL ® PROPOSED CUT
3 1 + = Z� V " "" AS -BUILT = WATER SURFACE
22+� X 34+� = 1" = 10'H PROPOSED GRADE WATER (ELEVATIONS BELOW WATER SURFACE WHERE ALJ - B U I LTS
r , - PRE -CONSTRUCTION COLLECTED IN FIELD)
1" - 10' U EXISTING GRADE AS -BUILT SPOT GRADES (FDR ROAD BASE)
DATE: 01+`16114
SHEET:
G5+1 1
m 20.00
� MATCH
EXISTING GRADE LL
a w
1 ❑
��_•---•-�-
T7-0'
- 12-0' 24.0' 5.d 30-0' ROAD
'g4 g
EkESTING
%GRADE
�
❑ r
�1ro N � rn
m
PRECONSTRDCTION bio O❑ m0 SIG OIG
STA: 24+00.00 {SECTION I -I SEE SHEET 04.88}
77.0'PEELL
12-0' 24.0' 5.d 30.0' }} ROAD
$ $ 8 S F
MATCH q
EXISTING GRADE � w � EXISTING
�+ w 'GRADE
MATCH
•.• '- EXISTING GRADE .-.�
PROPOSED
TOP OF BERM
PROPOSED
DITCH
10.00
RADE
D -DD 9.90
-100-00 -90.00 -B0.0D -70.00 -60.DD -60.00 -40.DD -50.00 -20.00 -10.00 0.00 10.00
AS -BUILT LIDAR hIII`
I"��Rn;2^1:01.1?mo ala
am CV
pa po
GRADES
E
STA: 18+00.00 (SECTION I -I SEE SHEET C4.78)
g 30.00 - 77 0' -E 30.00
20.00 � , 0
I
34.90 G
a
� o3�3z
20.40 % 0 3 a
a2
10-00
0-W
30.00
2{1,00
�,D-DDZ ..... E7
PROPOSED
MATCH
TOP OF BERM EXISTIN GRADE
PROPOSED
0.00 nlTrW B TT 0.00
-100.00 -90.00 -av-vo -70-vo -so.op -50-00 -40.00 �0.p0 -zO-vD -10.00 0.00 10.00
AS -BUILT LIDAR I'll
LL
10.00 W VJ
m J
LQ
❑-Op r
-soD-oo -sD.00 -sD.00 aD.00 _cn 60.0D -50.00 aD.oD -30.00 -20.00 -10.00 0.00 10.00
As -BUILT LIDAR q� �
PRE N T D H (i]
GRACES
STA: 26+00.00 {SECTION I -I SEE SHEET C4.88} � �}
30-o0 71 d PEELE 30,00
U]
12.0' 24.0' 5.0' 30.0' ROAD 12.P 24.0' 5.V
ROAD � n/
� LUL
gg gs � gg gg � to
M 20.00 tt 20.00 m 20-00 Isl � 20.00 J �I
� r . _ ... MATCH F n n n o LL] r MATCH �� • • �� Y c �_
- � EXISTING GRADE EXISTING d � � EXISTING GRADE w � 1-
w IL
5 EXISTING O � -
Y GRADE GRADE
w
$ z 10.00 -.. ..-.r.-.--':.-.^....-..-.., •..-- �� �� - -. �.- --..-.-.-.-.-.._. ��.,..-.. -- 10.00 ILL
DITCH QOTFO z 10-00 .-........- .. ................r..,,.-�-- •�._.. .,-..r..-.-.- ....,..,...-..-.n 10.00 � Q
D_ c w
PROPOSED '-•• _.•
MATCH ••'••••• PROPQSED -'-•. MATCH ❑
TOP OFBERM •-•••••��: EXISTING RADE 1 TOP OF BERM .--- [• EXISTING RADE � _
PROPOSED 1 •••--PROPQSED 7 w
? 0.00 0.00 0.00 DITCH BOTT 0.00 a ❑ ^
-100.00 -90-00 -80-00 -70-00 �0-00 -50-00 �0-00 -30-00 -20-00 -70-00 0,00 10.00 -100.00 -90.00 -80.00 -70.00 $0.60 50.00 -40.00 -20.00 -14.40 0.00 10.00 m CL
AS -BUILT LIDAR
ILD 'r rlo 'n nl+., �I� o,a ^Im AS -BUILT LIDAR p+:m +n c> m � I�i.n r - I,o io N ❑ N �+ o n
pal �n �ir� rin In coin mi'n. r•iia u71m eaimNl.n ��o o +n .n r�
PRECOHSTRDCT[ON ��o O�� �l� �o, V go ullo pyo p�q PRECGNSTRUCTION p;o �1C w1� ��� d � G ailG
• III
2
GRADES I ��I-
6iO MM a7M A��[] �m NM �'� Omi �m �yM
tV� �d pd pd
ail aol� rl� rl� rl� ❑i � ml� vl� ao � rl� rl�
--�_ I r r� GRADES r
1002
T oR,awn er: RC
G -
ALI NMENT -PEELE RD.
SCALE 11+ X 7 + = 1+ - 2Q H PROPOSED FILL ® PROPOSED CUT
3 1 + = Z� V " "" AS -BUILT = WATER SURFACE
22+� X 34+� = 1" = 10'H PROPOSED GRADE WATER (ELEVATIONS BELOW WATER SURFACE WHERE ALJ - B U I LTS
r , - PRE -CONSTRUCTION COLLECTED IN FIELD)
1" - 10' U EXISTING GRADE AS -BUILT SPOT GRADES (FDR ROAD BASE)
DATE: 01+`16114
SHEET:
G5+1 1
�
❑ r
�1ro N � rn
m
PRECONSTRDCTION bio O❑ m0 SIG OIG
STA: 24+00.00 {SECTION I -I SEE SHEET 04.88}
77.0'PEELL
12-0' 24.0' 5.d 30.0' }} ROAD
$ $ 8 S F
MATCH q
EXISTING GRADE � w � EXISTING
�+ w 'GRADE
MATCH
•.• '- EXISTING GRADE .-.�
PROPOSED
TOP OF BERM
PROPOSED
DITCH
10.00
RADE
D -DD 9.90
-100-00 -90.00 -B0.0D -70.00 -60.DD -60.00 -40.DD -50.00 -20.00 -10.00 0.00 10.00
AS -BUILT LIDAR hIII`
I"��Rn;2^1:01.1?mo ala
am CV
pa po
GRADES
E
STA: 18+00.00 (SECTION I -I SEE SHEET C4.78)
g 30.00 - 77 0' -E 30.00
20.00 � , 0
I
34.90 G
a
� o3�3z
20.40 % 0 3 a
a2
10-00
0-W
30.00
2{1,00
�,D-DDZ ..... E7
PROPOSED
MATCH
TOP OF BERM EXISTIN GRADE
PROPOSED
0.00 nlTrW B TT 0.00
-100.00 -90.00 -av-vo -70-vo -so.op -50-00 -40.00 �0.p0 -zO-vD -10.00 0.00 10.00
AS -BUILT LIDAR I'll
LL
10.00 W VJ
m J
LQ
❑-Op r
-soD-oo -sD.00 -sD.00 aD.00 _cn 60.0D -50.00 aD.oD -30.00 -20.00 -10.00 0.00 10.00
As -BUILT LIDAR q� �
PRE N T D H (i]
GRACES
STA: 26+00.00 {SECTION I -I SEE SHEET C4.88} � �}
30-o0 71 d PEELE 30,00
U]
12.0' 24.0' 5.0' 30.0' ROAD 12.P 24.0' 5.V
ROAD � n/
� LUL
gg gs � gg gg � to
M 20.00 tt 20.00 m 20-00 Isl � 20.00 J �I
� r . _ ... MATCH F n n n o LL] r MATCH �� • • �� Y c �_
- � EXISTING GRADE EXISTING d � � EXISTING GRADE w � 1-
w IL
5 EXISTING O � -
Y GRADE GRADE
w
$ z 10.00 -.. ..-.r.-.--':.-.^....-..-.., •..-- �� �� - -. �.- --..-.-.-.-.-.._. ��.,..-.. -- 10.00 ILL
DITCH QOTFO z 10-00 .-........- .. ................r..,,.-�-- •�._.. .,-..r..-.-.- ....,..,...-..-.n 10.00 � Q
D_ c w
PROPOSED '-•• _.•
MATCH ••'••••• PROPQSED -'-•. MATCH ❑
TOP OFBERM •-•••••��: EXISTING RADE 1 TOP OF BERM .--- [• EXISTING RADE � _
PROPOSED 1 •••--PROPQSED 7 w
? 0.00 0.00 0.00 DITCH BOTT 0.00 a ❑ ^
-100.00 -90-00 -80-00 -70-00 �0-00 -50-00 �0-00 -30-00 -20-00 -70-00 0,00 10.00 -100.00 -90.00 -80.00 -70.00 $0.60 50.00 -40.00 -20.00 -14.40 0.00 10.00 m CL
AS -BUILT LIDAR
ILD 'r rlo 'n nl+., �I� o,a ^Im AS -BUILT LIDAR p+:m +n c> m � I�i.n r - I,o io N ❑ N �+ o n
pal �n �ir� rin In coin mi'n. r•iia u71m eaimNl.n ��o o +n .n r�
PRECOHSTRDCT[ON ��o O�� �l� �o, V go ullo pyo p�q PRECGNSTRUCTION p;o �1C w1� ��� d � G ailG
• III
2
GRADES I ��I-
6iO MM a7M A��[] �m NM �'� Omi �m �yM
tV� �d pd pd
ail aol� rl� rl� rl� ❑i � ml� vl� ao � rl� rl�
--�_ I r r� GRADES r
1002
T oR,awn er: RC
G -
ALI NMENT -PEELE RD.
SCALE 11+ X 7 + = 1+ - 2Q H PROPOSED FILL ® PROPOSED CUT
3 1 + = Z� V " "" AS -BUILT = WATER SURFACE
22+� X 34+� = 1" = 10'H PROPOSED GRADE WATER (ELEVATIONS BELOW WATER SURFACE WHERE ALJ - B U I LTS
r , - PRE -CONSTRUCTION COLLECTED IN FIELD)
1" - 10' U EXISTING GRADE AS -BUILT SPOT GRADES (FDR ROAD BASE)
DATE: 01+`16114
SHEET:
G5+1 1
I
34.90 G
a
� o3�3z
20.40 % 0 3 a
a2
10-00
0-W
30.00
2{1,00
�,D-DDZ ..... E7
PROPOSED
MATCH
TOP OF BERM EXISTIN GRADE
PROPOSED
0.00 nlTrW B TT 0.00
-100.00 -90.00 -av-vo -70-vo -so.op -50-00 -40.00 �0.p0 -zO-vD -10.00 0.00 10.00
AS -BUILT LIDAR I'll
LL
10.00 W VJ
m J
LQ
❑-Op r
-soD-oo -sD.00 -sD.00 aD.00 _cn 60.0D -50.00 aD.oD -30.00 -20.00 -10.00 0.00 10.00
As -BUILT LIDAR q� �
PRE N T D H (i]
GRACES
STA: 26+00.00 {SECTION I -I SEE SHEET C4.88} � �}
30-o0 71 d PEELE 30,00
U]
12.0' 24.0' 5.0' 30.0' ROAD 12.P 24.0' 5.V
ROAD � n/
� LUL
gg gs � gg gg � to
M 20.00 tt 20.00 m 20-00 Isl � 20.00 J �I
� r . _ ... MATCH F n n n o LL] r MATCH �� • • �� Y c �_
- � EXISTING GRADE EXISTING d � � EXISTING GRADE w � 1-
w IL
5 EXISTING O � -
Y GRADE GRADE
w
$ z 10.00 -.. ..-.r.-.--':.-.^....-..-.., •..-- �� �� - -. �.- --..-.-.-.-.-.._. ��.,..-.. -- 10.00 ILL
DITCH QOTFO z 10-00 .-........- .. ................r..,,.-�-- •�._.. .,-..r..-.-.- ....,..,...-..-.n 10.00 � Q
D_ c w
PROPOSED '-•• _.•
MATCH ••'••••• PROPQSED -'-•. MATCH ❑
TOP OFBERM •-•••••��: EXISTING RADE 1 TOP OF BERM .--- [• EXISTING RADE � _
PROPOSED 1 •••--PROPQSED 7 w
? 0.00 0.00 0.00 DITCH BOTT 0.00 a ❑ ^
-100.00 -90-00 -80-00 -70-00 �0-00 -50-00 �0-00 -30-00 -20-00 -70-00 0,00 10.00 -100.00 -90.00 -80.00 -70.00 $0.60 50.00 -40.00 -20.00 -14.40 0.00 10.00 m CL
AS -BUILT LIDAR
ILD 'r rlo 'n nl+., �I� o,a ^Im AS -BUILT LIDAR p+:m +n c> m � I�i.n r - I,o io N ❑ N �+ o n
pal �n �ir� rin In coin mi'n. r•iia u71m eaimNl.n ��o o +n .n r�
PRECOHSTRDCT[ON ��o O�� �l� �o, V go ullo pyo p�q PRECGNSTRUCTION p;o �1C w1� ��� d � G ailG
• III
2
GRADES I ��I-
6iO MM a7M A��[] �m NM �'� Omi �m �yM
tV� �d pd pd
ail aol� rl� rl� rl� ❑i � ml� vl� ao � rl� rl�
--�_ I r r� GRADES r
1002
T oR,awn er: RC
G -
ALI NMENT -PEELE RD.
SCALE 11+ X 7 + = 1+ - 2Q H PROPOSED FILL ® PROPOSED CUT
3 1 + = Z� V " "" AS -BUILT = WATER SURFACE
22+� X 34+� = 1" = 10'H PROPOSED GRADE WATER (ELEVATIONS BELOW WATER SURFACE WHERE ALJ - B U I LTS
r , - PRE -CONSTRUCTION COLLECTED IN FIELD)
1" - 10' U EXISTING GRADE AS -BUILT SPOT GRADES (FDR ROAD BASE)
DATE: 01+`16114
SHEET:
G5+1 1
U]
12.0' 24.0' 5.0' 30.0' ROAD 12.P 24.0' 5.V
ROAD � n/
� LUL
gg gs � gg gg � to
M 20.00 tt 20.00 m 20-00 Isl � 20.00 J �I
� r . _ ... MATCH F n n n o LL] r MATCH �� • • �� Y c �_
- � EXISTING GRADE EXISTING d � � EXISTING GRADE w � 1-
w IL
5 EXISTING O � -
Y GRADE GRADE
w
$ z 10.00 -.. ..-.r.-.--':.-.^....-..-.., •..-- �� �� - -. �.- --..-.-.-.-.-.._. ��.,..-.. -- 10.00 ILL
DITCH QOTFO z 10-00 .-........- .. ................r..,,.-�-- •�._.. .,-..r..-.-.- ....,..,...-..-.n 10.00 � Q
D_ c w
PROPOSED '-•• _.•
MATCH ••'••••• PROPQSED -'-•. MATCH ❑
TOP OFBERM •-•••••��: EXISTING RADE 1 TOP OF BERM .--- [• EXISTING RADE � _
PROPOSED 1 •••--PROPQSED 7 w
? 0.00 0.00 0.00 DITCH BOTT 0.00 a ❑ ^
-100.00 -90-00 -80-00 -70-00 �0-00 -50-00 �0-00 -30-00 -20-00 -70-00 0,00 10.00 -100.00 -90.00 -80.00 -70.00 $0.60 50.00 -40.00 -20.00 -14.40 0.00 10.00 m CL
AS -BUILT LIDAR
ILD 'r rlo 'n nl+., �I� o,a ^Im AS -BUILT LIDAR p+:m +n c> m � I�i.n r - I,o io N ❑ N �+ o n
pal �n �ir� rin In coin mi'n. r•iia u71m eaimNl.n ��o o +n .n r�
PRECOHSTRDCT[ON ��o O�� �l� �o, V go ullo pyo p�q PRECGNSTRUCTION p;o �1C w1� ��� d � G ailG
• III
2
GRADES I ��I-
6iO MM a7M A��[] �m NM �'� Omi �m �yM
tV� �d pd pd
ail aol� rl� rl� rl� ❑i � ml� vl� ao � rl� rl�
--�_ I r r� GRADES r
1002
T oR,awn er: RC
G -
ALI NMENT -PEELE RD.
SCALE 11+ X 7 + = 1+ - 2Q H PROPOSED FILL ® PROPOSED CUT
3 1 + = Z� V " "" AS -BUILT = WATER SURFACE
22+� X 34+� = 1" = 10'H PROPOSED GRADE WATER (ELEVATIONS BELOW WATER SURFACE WHERE ALJ - B U I LTS
r , - PRE -CONSTRUCTION COLLECTED IN FIELD)
1" - 10' U EXISTING GRADE AS -BUILT SPOT GRADES (FDR ROAD BASE)
DATE: 01+`16114
SHEET:
G5+1 1
6iO MM a7M A��[] �m NM �'� Omi �m �yM
tV� �d pd pd
ail aol� rl� rl� rl� ❑i � ml� vl� ao � rl� rl�
--�_ I r r� GRADES r
1002
T oR,awn er: RC
G -
ALI NMENT -PEELE RD.
SCALE 11+ X 7 + = 1+ - 2Q H PROPOSED FILL ® PROPOSED CUT
3 1 + = Z� V " "" AS -BUILT = WATER SURFACE
22+� X 34+� = 1" = 10'H PROPOSED GRADE WATER (ELEVATIONS BELOW WATER SURFACE WHERE ALJ - B U I LTS
r , - PRE -CONSTRUCTION COLLECTED IN FIELD)
1" - 10' U EXISTING GRADE AS -BUILT SPOT GRADES (FDR ROAD BASE)
DATE: 01+`16114
SHEET:
G5+1 1

I
30-00 G
a
q o3�3z
20,00 0 3 a
a2
10,00
ti n�
� m 8
0.00 2 S
-100,00 -90.Do -80.00 -70.Do -50.00 -50.00 40.00 -30.00 -20.00 -10.00 0,00 10-00 -100,00 -90.00 -80.00 -70,00 -60.00 -50,00 40.00 -30,00 -20,00 -10.00 0,00 10.00 a -2 t
AS -BUILT LIDAR AS -BUILT LIDAR c, l' ^� OR z It'"i m Flo
PRECGNSTR0CTIGN MIS, o NI o rol o o d �I o al w d o d o v
GRADES GRADES--
30,00
M 20,00
IT
a
1
❑
Z 10-00
STA: 28+00.00 (SECTION I -I SEE SHEET 04.88)
30,00
m 20,00
m
a
❑
z 10,00
0-00 0.00 000
STA: 36+06.00 (SECTION 1-1 SEE SHEET C4.97)
o,w o,o o ^ �,m r1N cQi`m r1m woo N � 0810
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40.00
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12.9
24.0'
5-0'
-80.00
-50.00 -00.00 -30-OU -20-OU
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30,0•
ROAD
8g
8g
12.0'
AS -BUILT LIDAR
RE N TRV TI
24.0'
STA: 38+90.00 (SECTION 1-1 SEE SHEET C4,97)
E
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GRADE
S
D
d
20.00
MATCHd-
EXISTING GRADE u`� w J
O O LL W h S o
$ 8
�
6
71-d
PEELE
30,00
30.00
MATCH
PROPOSED
710'
TOP OF BERM
30.DO
MATCH ��
D
EXISTING
3RADE
_
EXISTING GRADE LL w
w
c
PROPOSED
EXISTING ❑
LL W
LL W
LL W
Fj
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c/
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m 2000-
r
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n
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m
n
D
0 10.00
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-50.00 -00.00 -30-OU -20-OU
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10.00
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STA: 3D+00.00
(SECTION I -I SEE SHEET C4.97)
12.0'
AS -BUILT LIDAR
RE N TRV TI
24.0'
STA: 38+90.00 (SECTION 1-1 SEE SHEET C4,97)
E
� 2, LL i
MATCH
EXISTING
PROPOSED
30.00
20.00
-
$ 8
AS -BUILT LIDARN
PRE N TRV [
71-d
PEELE
30,00
30.00
C4
Rig
710'
PEELE
30.DO
MATCH ��
D
0 0D
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w
c
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LL W
LL W
LL W
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12-0'
24.d
5.d
30.0'
TOP OF BERM
EXISTING
RADE
12.0'
24.17
5.17
30,0'
PROPOSED
Ixt
STA: 34+00.00
(SECTION 1-1 SEE SHEET C4.97)
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r
S m
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:
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r
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LL
O
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3 n
o W
o W
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LL
8
8
GRADE a
y
LL w
o
o
w
5 8
8
MATCH
GRADE
0
6
8 v
8
O
LL
2
8 6
8 EXISTING GRADE
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_
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-
10.00
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PROPOSED
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DITCH BOTTO
0,00
0,00
DITCH BOTTOM
0,00
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00 vy
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STA: 40+00,00 (SECTION 1-1 SEE SHEET C4.101)
30-00
m 2000-
r
m
n
a 30.00
G m 20.00
m
n
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-90.00
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-80.00
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10.00
ROAD
a
U
12.0'
AS -BUILT LIDAR
RE N TRV TI
24.0'
S.0'
30.0'
MATCH
EXISTING
PROPOSED
RADE
20.00
$ 8
AS -BUILT LIDARN
PRE N TRV [
I.IJ
Z
10.00
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C4
Rig
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co
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MATCH ��
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EXISTING GRADE LL w
w
c
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LL W
LL W
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4�
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TOP OF BERM
EXISTING
RADE
��rtrt
VJ
-------
PROPOSED
STA: 34+00.00
(SECTION 1-1 SEE SHEET C4.97)
IT H TT
-100.00
-90.00
-BD.0o
-70.x0
-60.00
-50.00
40.00
-30.00-2i1.i10 -10.00 0 -DO
10MO
-100-00 -90.00 -90.00
-70.00
-80.00
-50.00 -00.00 -30-OU -20-OU
-10.00 0.00
10.00
D
a
U
�
AS -BUILT LIDAR
RE N TRV TI
D
OU
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EXISTING
PROPOSED
RADE
20.00
AS -BUILT LIDARN
PRE N TRV [
I.IJ
Z
10.00
(i]
W
co
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0 0D
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-60.00
-50.00
40.00
-30.00-2i1.i10 -10.00 0 -DO
10MO
-100-00 -90.00 -90.00
-70.00
-80.00
-50.00 -00.00 -30-OU -20-OU
-10.00 0.00
10.00
D
20.00
U
�
AS -BUILT LIDAR
RE N TRV TI
VZ
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TOP OF BERM
MATCH
EXISTING
PROPOSED
RADE
AS -BUILT LIDARN
PRE N TRV [
I.IJ
10.00
(i]
W
co
GRADES
D
0 0D
2
~
7
a O
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STA: 42+90.00 {SECTION 1-1 SEE SHEET 04.101}
IZ
U)
30.DO
9 m 20.DO
C
O
$ Z 10.00
s
r:
� _100,00 -80.00 -80.00 -70.00 -6_0.00 -50_.00 -40.00 -30.00 -2_0.00 -10.00 p,pp 70-00 _i00,pp _90-00 -30-00 -70-00 �0-00 -50-00 40 -pp -30-00 -20-00 -70-00 0.00 10-00 N
AS -BUILT LIOAR N^ o n n n pl- olm ro a o n AS -BUILT LIDAR m M a N o m;- woo ;v uo;- ao
g w,� I!'� 8:N IN Q! 041 7 O f'7 �1•A 1� m V d �7 �I� h MIW Gllp� alb 0 N
3 PRECONSTRU TI H - v • o o Q; N ❑ tVin -c•+ •�C - o 'D PRECON TRU TION o N o ev m cv o O o
T Ql� Ql:� i01� m alm Q d py [n a� ai r C'
GRADES r- �!� _ I �-.' �� �� GRADES 1 f moi^ _ vL ��� d� PRDJ-reD.: 1002
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20.00 m 20.00
C
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♦
ciO+Im pp m 331.
® PROPOSED CUT
ALI NMENT -PEELE RD.
SCALE 11" X � 7�+ = 1"- 2Q� H
71-0'
12.0' 24.0' 5.17
sg sg
® PROPOSED CUT
PEELE
ROAD
aW
-" ""- . AS -BUILT
= WATER SURFACE
22"
X 34" = 1" = 10'H
�
MATCH
�EXISTING
1" -
- 10' U
J
EXISTING GRADE�
D
20.00
EXISTING GRADE
�
GRADE�
VZ
PROPOSED
TOP OF BERM
MATCH
EXISTING
PROPOSED
RADE
ALI NMENT -PEELE RD.
SCALE 11" X � 7�+ = 1"- 2Q� H
PROPOSED FILL
® PROPOSED CUT
3
1 + = 20'V
-" ""- . AS -BUILT
= WATER SURFACE
22"
X 34" = 1" = 10'H
�
U
r
1" -
- 10' U
J
COLLECTED IN FIELD)
20.00
EXISTING GRADE
�
❑
0:
I.IJ
10.00
�
G_
D
0 0D
2
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ALI NMENT -PEELE RD.
SCALE 11" X � 7�+ = 1"- 2Q� H
PROPOSED FILL
® PROPOSED CUT
3
1 + = 20'V
-" ""- . AS -BUILT
= WATER SURFACE
22"
X 34" = 1" = 10'H
PROPOSED GRADE
� WATER (ELEVATIONS BELOW WATER SURFACE WHERE AS - B U I LTS
r
1" -
- 10' U
PRE -CONSTRUCTION
COLLECTED IN FIELD)
EXISTING GRADE
CUD-\ AS -BUILT SPOT GRADES (FDR ROAD BASE)
DATE: 01116114
SHEET:
G5.12

30.00
STA: 44+00.00 (SECTION I -I SEE SHEET 04.101)
30.00
m 2000
c m
s n
1
a
1000
0.00
AS -BUILT LIDAR
30.00
m 20.00
m
a
1
0
z 10.0D
0.00
MATCH
EXISTING GRADE w W
PROPOSED
TOP OF BERM
D�
EXISTING d
GRADE - -
.............: • MATCH
_ PROPOSED EXISTING
DITCH POTTOM
-90.00
-45U.uo
,
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-50.W
iD. W 3D. W -2D. W -10. W
-4000
12.1Y 24 0'
5Z
ROAD
AS -BUILT LIDAR
PRECONSTRi1CTION
30.0'
e
$ $ $ $
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IL
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TOP OF BERM
,.-..._�.w
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10.DO
STA: 50+00.06
{SECTION 1-1 SEE SHEET 04.101}
-
{I PROPOSED
J TOP OF BERM"'
J
_. -----
MATCH
EXISTING
RADE
_ �'
PROPOSED
rl�
TOP OF BERM '
r,n�
PROPQSED
DITCH BOTTOM
STA: 56+00 -DO
(SECTION 1-1 SEE SHEET C4.105)
0.00
-100.00 -9000 -80.00 -70.00 -60.00 -5000 -40.00 -30.00 -20.00 -10.00 0.00
O.DO
10.00
AS -BUILT LIDAR m N In 4 W mo[I
p v oa nNn n
o ri
ONSTRlCTINPEGO
919 Divp,
ADES _ .... f
STA: 46+00.90 (SECTION 1-1 SEE SHEET C4"101)
m 2000
c m
s n
1
a
1000
0.00
AS -BUILT LIDAR
30.00
m 20.00
m
a
1
0
z 10.0D
0.00
MATCH
EXISTING GRADE w W
PROPOSED
TOP OF BERM
D�
EXISTING d
GRADE - -
.............: • MATCH
_ PROPOSED EXISTING
DITCH POTTOM
-90.00
-45U.uo
-TD. W
-IjD. W
-50.W
iD. W 3D. W -2D. W -10. W
-4000
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-10.00 0.00
1000
AS -BUILT LIDAR
PRECONSTRi1CTION
anj❑
1D
❑1 �
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4
4.�
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STA: 49+00.00
(SECTION I -I SEE SHEET C4.101)
12.0'
MATCH
EXISTING GRADE J
LL w w
......... -"- �L - ...............
PROPOSED
TOP OF BERM
71.0'
---i 5.0' r 30.0'
EXISTING
GRADE
g 8 g MATCH
EXISTING GRADE
30.00
20.00
E
o"DD
ID 10.00
o
PEELE 30.00
ROAD
W 20.00
Z
J
-.- 10.00
0.00
-100.00
-9000
-80.00
-7000
-60.00
-50.00
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1000
AS -BUILT LIDAR
PRECONSTRi1CTION
anj❑
wl�
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a
r
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f
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4
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8
8 EXISTING GRADE
" .................
2
LL
PROPOBED
DITCH BOTTOM
C
GRADES
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r.
MATCH
----
EXISTING GRADE
----
w
-
!I
PROPOSED
oN
roi�,
1f1
EXIST!
G GRADE
s
TOP OF BERM
GRADE
.................
STA: 50+00.06
{SECTION 1-1 SEE SHEET 04.101}
Ai�IIKIt�
m 20.00
IT!
a
1
0
Z 10,00
� 000
------ I ------- I -- -- 12.0'
r
------------*--
--------------
MATCH
EXISTING GRADE
w 61w
PROPOSED
TOP OF BERM
7EELE- 30 -OV
ROAD
20.00
EXISTING
GRADE
10.00
0"00
STA: 52+00 -DO (SECTION 1-1 SEE SHEET C4-105)
30.00 - - - -
71 "0'
---- ----- - 12-0' 24.0' S.D' 30.0'
m 2000 « MATCH
C EXISTING GRADE w m m Y EXISTING
____ ___
n W' LLW' w e GRADE
D
...... •0 , o
10.00
PROPOS
--- -
_.
TOP OF BERM _
- •••Pf20P65'ED
000 DIT
-90.00 -80.00 -70.00 _60.00 0.00 -40A0 30.00 -20.00 -10.00
AS -BUILT LIDARTION
GRADES
STA: 54+00.00 (SECTION 1-1 SEE SHEET 04.105)
30.00-
m 20.00
m
a
0
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I N
PEELE 30.00 k
ROAD Ig
03�?
20"00 ¢ i
0
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MATCH
EXISTIN GRADE
a"Do
i n nn
1f1 00 �y n - P7 N D V N M m W o0
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I I 1�
71.0'
71.0'
12"0' 24.0' 5.D' 30.0'
8 9 S
ti r Rio
24.0'
5.0'
30.0' _
-
-- ----
o
m
EXISTING IL
G
2_
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__ a
T_
S
D
C
w 8
8
MATCH 0
8
8
8 EXISTING GRADE
" .................
2
LL
PROPOBED
DITCH BOTTOM
7EELE- 30 -OV
ROAD
20.00
EXISTING
GRADE
10.00
0"00
STA: 52+00 -DO (SECTION 1-1 SEE SHEET C4-105)
30.00 - - - -
71 "0'
---- ----- - 12-0' 24.0' S.D' 30.0'
m 2000 « MATCH
C EXISTING GRADE w m m Y EXISTING
____ ___
n W' LLW' w e GRADE
D
...... •0 , o
10.00
PROPOS
--- -
_.
TOP OF BERM _
- •••Pf20P65'ED
000 DIT
-90.00 -80.00 -70.00 _60.00 0.00 -40A0 30.00 -20.00 -10.00
AS -BUILT LIDARTION
GRADES
STA: 54+00.00 (SECTION 1-1 SEE SHEET 04.105)
30.00-
m 20.00
m
a
0
z 10.00
I N
PEELE 30.00 k
ROAD Ig
03�?
20"00 ¢ i
0
- io"oo
MATCH
EXISTIN GRADE
a"Do
i n nn
1f1 00 �y n - P7 N D V N M m W o0
M y f+ n � O i0 r? i0 0 hl W
� ps � pj W o r o r � Dp�o
I I 1�
00M
NI �
----
----
-------------------- ---..
---------- 8
------~
r
71.0'
12"0' 24.0' 5.D' 30.0'
8 9 S
ti r Rio
PEELE
ROAD
W
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T
MACH
-
-4000
-3000
m
EXISTING IL
G
2_
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T_
g g
D
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C4
tiv
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w
w ~
W
1� MN
CD
Ci❑ o n
d
2
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MATCH
C
GRADES
!I s
W�
MATCH
----
EXISTING GRADE
----
w
-
!I
PROPOSED
oN
roi�,
1f1
EXIST!
G GRADE
TOP OF BERM
GRADE
.................
-
PROPOSED
I
_. -----
30.00
20.00
1000
0"00 -100.00
(/]
-9000
-8000
-70"00
-6000
-5000
-4000
-3000
-2000 -10-00 0.00 70"00
0.W
ROAD
24.0'
AS -BUILT LIDAR
Al
PRE N TRiI TI N1iW
T_
g g
In,n
o o
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2
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MATCH
C
GRADES
!I s
W�
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----
----
EXISTING GRADE
----
w
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m !I
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D
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mn y� aI�
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d
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TOP OF BERM '
r,n�
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STA: 56+00 -DO
(SECTION 1-1 SEE SHEET C4.105)
2GRADES
v
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30.00
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30.00
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24.0'
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30.0'
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.
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W
W
2
20.00
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GRADE
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• • EXISTINGE
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D.DO
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(SECTION 1-1 SEE SHEET 04.105)
0
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m 20.00
m
a
1
0
z 10.00
30.00
(/]
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71.0
-60.00
Cca
-----------------
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12.0'
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ROAD
24.0'
----
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g g
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SCALE 11"x 17"= 1" = 20'H
PROPOSED FILL
® PROPOSED CUT
3
1!. _ 20'V
-•• •••. AS -BUILT
Z WATER SURFACE
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PROPOSED GRADE
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r
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-
PRE -CONSTRUCTION
COLLECTED IN FIELD)
EXISTING GRADE
(M -t AS -BUILT SPOT GRADES (FOR ROAD BASE)
DATE: 01/16/14
SHEET:
05.13

30.00
rn 20.00
m
n
1
0-00
STA: 60+00.00 (SECTION 1-1 SEE SHEET C4.108)
-100-00 -80.00 -80.00 -70.00 -60.00 -50.00 40.00 -39.00 -20.00 -10.00 0-00 1D.00
30-00
20-00
10-00
0-00
AS -BUILT LI DAR
TION
GRADES
71.0 _
�r
YttLt
0.00
12-0• 24.0' 5,W
-40.00
ROAD
30.0
STA- 62+00.00 (SECTION 1-1 SEE SHEET C4-108)
$g$
�LL
m
c iJr
710'
o
MATCH F �� �� q o
EXISTING GRADE
W g g
W w y $
LL LL J N
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PROPOSED .r
TOP OF BERM
_ a
MATCH a
g
v EXISTING GRADE
Z
EXISTING
GRADE
Y
pROpD$ED
DITLH BOTTOM
30.0' ROAD
-100-00 -80.00 -80.00 -70.00 -60.00 -50.00 40.00 -39.00 -20.00 -10.00 0-00 1D.00
30-00
20-00
10-00
0-00
AS -BUILT LI DAR
TION
GRADES
Im oon ^�
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0.00
-100.00 -80.00 -80.00 -70.00 50-0 50.00
-40.00
,30-00
-20-00
STA- 62+00.00 (SECTION 1-1 SEE SHEET C4-108)
- 30.00
N1�
a0 to
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m
c iJr
710'
PEELE 30.D0
RTA- F�4+nn DO
(SECTION 1-1 SEE SHEET 04.108)
12.0' 24.0' UP
30.0' ROAD
m 20.00,
m
MATCH
-
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to z 20.00
4 -
S m
EXISTING GRADE
N ��
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w L w w w cMATCH
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EXIST N GRADE
S
PROPOSED
TOP DF BERM
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ITCH BOTS
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mim ooim oio mn bio co'-
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0.90
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-40.00
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AS BUILT LIDAR vim P u� oo m m o o
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(SECTION 1-1 SEE SHEET 04.108)
30.00
Im 20.00
m
a
1
O
z 10.00
0.90
71.0' YttLt
--------- 12.0' 24.0 5.0 30-0• ROAD
MATGHS e a Z
EXISTING GRADE w ' w �� �� O _j EXISTING
8 8 MATCH n- GRADE
.❑-0, LL 'w o 8 m 8 EXISTING RADE
..... LL S
PROPOSED ■
TOP OF BERM
' �'pROPos€D
] H
30.00
20.00
10.00
0.00
-100.00 -90.00 -80.00 -70.00 -60.00 50.00 -00.00 -30-00 -20-00 -to.00 0,00 10.00
AS -BUILT LIDAR No I� cries Io n loin c�,m �yl� MI oiv i�
PRECC'HSTRIICTIDH mlo OX0 alm �m �IN s{;"? u11ca "kit
calm [Clm Cron Na_ �I� 0]� 471w c"ilr c"ilca p;� pi;m
GRADES L��_�_ -
ALIGNMENT = PEELE RD.
;SCALE 11 X 17 = 1 - 2Q H �� �� PROPOSED FILL ® PROPOSED CUT
3 1.. = 20 V -•• •••' AS -BUILT = WATER SURFACE
22" x 34" = 1" = 10'H PROPOSED GRADE WATER (ELEVATIONS BELOW WATER SURFACE WHERE
r _ PRE -CONSTRUCTION COLLECTED IN FIELD)
1, - 1 U EXISTING GRADE <iD-t AS -BUILT SPOT GRADES (FOR ROAD BASE)
AS-BUILTS
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PRDJ-MD.: 1002
DRArVR an RC
DATE- 01/16/14
SHEET:
05.14

IS a8" 12" LAYEITWECT QUARRYAPPROXIMATI
:H 7 MATERIAL ON TOP OF US 200 GEOTEXTILE EDG
FABRIC OR 8" OF CLASS "A" RIPRAP ON EXISTI ❑_
N. 2.o NOR RTY LINE TOP OF US 200 GEOTEXTILE FA@R1C2 - -
R - LIG _--Y7-
2
Al
Ams WHEEL STOP
4 Y,-
E) -
L) PARKINGLOT L=9.37
t� d
' TOP OF DITCH
_ ----
_20'
� -- -
S.R.11402 I
ENT
S I I
t
h I
i
' SCALE 11" X 17" - 111 = 401 PARKING LOT DETAIL (At Small Road)
SCALE 22" X 34" - 1" = 20' (SEE GRADING PLAN SHEET C4.64)
n
SCALE 11" X 17" - 1" = 40'
le SCALE 22" X 34" - 1" = 20'
'STING DITCW
.. SMAW
MATCtL
RKING LOT EL =10.62
EXISTING DITCH
WHEEL STOP 8LU�
{HANDICAP} - � -----
r r
IRKING LOT EL - 9.84 =- _
25'
7p 70# SLOPE 2'A TO EXISTING
i f CENT RLIIVE OF DITC
- - - LEGEND
-P4i9PeeE&-TOP OF BERM as
-=�^ 'ROCK PAD w ? w
(LARGE SIZE MINE REJECTS) o a
oz
PR9P96Ii9 i,ITCH FILL
PRGP8SEB FLOW ARROW
-
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=Ed
PRvrooEa
MAJOR PLUG
4 {LENGTH = 100']
�ll3E OF DITCH PReROSE -MINOR PLUG
— (LENGTH = 59)
H PR6P8SFE3 IPE AND
RIPRAP
$� EXISTING SURVEY SPOT
' ELEVATION
o�x EXISTING LIDAR ELEVATION
�- CENTERLINE OF BERM MATCH EXISTING
[FUTURE] )12.50 fR9PO3EB SPOT ELEVATION
NOTE:
TOP OF BERM THIS LEGEND SUPERCEDES LEGEND ON
(FUTURE) C1.2 WHEN CONFLICTING.
107' DITCH TRANSITION
0 27 40' 80'
SCALEINFEET
rf 12" LAYER REJECT QUARRY MATERIAL ON
OF US 2DO GEOTEXTILE FABRIC OR S" OF CLASS "A"
RIPRAP ON TOP OF US 200 GEOTE
,3dTILE FABRIC
,nru��crno inuTr rvv ,
V V v DITCH
BOTTOM OF DITCH
EXISTING
ADSIDE DITCH ;
-
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8.93
APPROXIMATE
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/
EXISTING
r/ ROADSIDE DITCH
T1D0'
ROADSIDE DITCH PLI
F+EL EXISTING DITCH
[PARTIALLY FILLED]
SCALE 11" X 17" - 1" = 40'
SCALE 22" X 34" - 1" = 20'
PARKING LOT DETAIL (At Royal Road) o �. AS -B u I LTS
(SEE GRADING PLAN SHEET C4.99)
SCALEINFEET
u�l
m
J
Lu0
J 0
�F 12" LAYER +' - J
REJECT QUARRY MATERIAL 0
ON TOP OF US 200 ch s
GEOTEXTILE FABRIC OR 8" OF O
CLASS "A" RIPRAP ON TOP OF ! 1 + D
ca
UP 200 GEQTEXTILE FABRIC i ---�
��MA C}j�XISTIN� Q
+9 7
CENTERLIPTE OF GERM a � a
G _PARKING LOT DETAIL (At Small Road) o °} TOP OF BERM 40' 1.
(SEE GRADING PLAN SHEET 04-:78) PRDJ-NO1002
ECµE IN FEET DRA44N BY, RC
EV -No. DATE DESCMPTION DATE: 01/16114
SHEET-
C7.1
tiry
0
APPROX. LOGfITION
OF EXISTIK GATE
J �-
u�l
m
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REJECT QUARRY MATERIAL 0
ON TOP OF US 200 ch s
GEOTEXTILE FABRIC OR 8" OF O
CLASS "A" RIPRAP ON TOP OF ! 1 + D
ca
UP 200 GEQTEXTILE FABRIC i ---�
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+9 7
CENTERLIPTE OF GERM a � a
G _PARKING LOT DETAIL (At Small Road) o °} TOP OF BERM 40' 1.
(SEE GRADING PLAN SHEET 04-:78) PRDJ-NO1002
ECµE IN FEET DRA44N BY, RC
EV -No. DATE DESCMPTION DATE: 01/16114
SHEET-
C7.1

■
NDF�TH R
I T RAP GLASS l3 2' TRIC v STA. HOP28
E ,I k
R 6" #57 STONE OVER 2.18" HDPE ❑ ?�
200 US GEOTEXTILE _ L EXISTING ROADSIDE O
t EL ? z
N
- $EE DETAIL, a a
S EXISTING ROADSIDE DITCH � � � - ET C11 a =
i
PWE BEQLG P#57 80 HDPE PIPE L _ _ _ _ -- - - - STA: 97+32-73
STO VE 200 U OTEXTILE 6D" HDPE PI _ �` PLUG EL = 10.04 P = STA: 97+20-1❑
INl 1. L = 1-99 STA: 15+55-56 OFF: -23.74
OFF: -23.02
INV. EL - 2.09 o M
�'�•'� y - OFF: -18-19 r INV. EL EB 89E - 18" HDPE PIPE ----�
� * 18" HOPE PIPE INV. EL = 8.24 a
!30" SEP TI '• )k 11 OFF: -19.48 - INV. EL = 8.56-
18' HDPE PIPE ---- - --�--- �s
gq
-
INV ri (ql 1A
ss w - - _� f ^ - f v� - -ry �~ _ - ❑ + _ g STA? 87+19.95 ` STA 97+30.91 i m
OFF: 21 �� - =_fir
STA: 7 5+54,62 v - - - - -- OFF: 17-81 OFF: 17.85 �Y
18" HDPE PIPE A as "" x
OFF: 23.30: - - --- 18" HDPE PIPE 18" HDPE PIPE ==� ~��--
- 18" HDPE PIPE PLUG EL = i 1.04 PLUG EL = 11. .- z INV. L = 8.93 .. INV. EL`8 41
INV. EL = 8.46 T _
60" HDPE PIPEY - ;,60� HDPE x // , /
s - 60 HOPE P ^` / // ISTIfSfi� OA I DITCH
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INV. iti?a 2-18" HDPE a d�
EL.
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ti. 50'1 x \/ 100'
45' a 9ti X9.42±\INV- EL. RO SIDE DITCH PLUG
[SEE DETAIL (FUTURE)
❑
/ ��❑
h SHEET C11.2)
j meq• RIP -RAP CLASS B 2' THICK /� rk /� i/r /� XISTING DITCH TO BT�F,ILL-Ep
]SCALE 11" X 17" - 1" = 40"
SCALE 22" X 34" - 1" = 20"
s ✓ l
X
ITINGDITCWTOE
MSIDE DITCH -F
i WIMYCK A DL
i
CISCALE 11" X 17" - 1" = 40"
s SCALE 22" X 34" - 1" = 20"
OVER 6" #57 STONE OVERI/ r / / / /
n // { / rr W/MUCK AND WOOD CFdPS
200 US GEOTEXTILE
PIPE CROSSING DETAIL @ (SMALL ROAD) 0 1. 1. SCALE 11"X 17"- 1" =40" PIPE CROSSING DETAIL @ (SMALL ROAD) 0 1, 40, 1,
(SEE GRADING PLAN SHEET C4.53 & C4.65) SCALE 22" X 34" - 1" = 20" (SEE GRADING PLAN SHEET C4.75)006iiiiiiiijommm" z 3: C)
SCALE IN FEET SCALE IN FEET M
- a z
O
t REMOVE E PIPE F U
PARKING LOT
EXISTING RO 1DE A T C7-1 j - ¢ O
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DITCH 2-1 y� o
EXISTING ROADSIDE DITCH r PA L
P KING LOT EL = 10 -53 -EL
136+75.99
OFF: -23.80
-24,09
OFF: -24.09
_ STA: .fi 18" HDPE PIPE i:
18"HDPE PIPE 4 ^ - - - - - -
- �1,-
PLUG EL STA: 110+40-66 STA: 110+51-03 1 -- - - - h _ =� -- - - - - -- -- T -
=
10.93 OFF: -21.83 OFF: -22.38 ROADSIDE DUTCH -
P
1B" HDPE PIPE 18" HDPE PIPE'_
I [�+T��Y ^ PARKING LOT EL = 11-
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STA: 136+69.26 _ �-, ��� -✓� '�� --J .
---11.461 (S904_.OFF: 16.44
18" HOPE PIPE
STA: 170+39.58 STA: 110+49.34 L_ PLUG EL =10.44 � = g OFF: 17.30
------- OFF: 18.59 OFF: 19.02 --`-- 18"HDPE PIPE
18" HDPE PIPE WHOP PIPE -�� fav ` -Z - 9_83 - - _
PLUG EL r ��
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A STA. 110440�� �r p 4
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INV. EL. 9.0 EXISTING ROADSIDE DITCH / �.• ,,/ : i / /�. ; /`.. -
//// (SEE DETAIL
SHEET 11.2) SCALE 11 X 17" - 1 40"
PIPE CROSSING DETAIL @ (SMALL ROAD)
" =
SCALE 22" X 34" - 1" = 20" (SEE GRADING PLAN SHEET C4.78)
PIPE CROSSING DETAIL @ (SMALL ROAD) �. �. AS -B U I LTS
(SEE GRADING PLAN SHEET C4.76)
SCALE IN FEET
HATE: 01116/14
SHEET:
C9.1
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0
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PRDJ-ID.:
1002
SCALE IN FEET
DRAwn er:
RC
HATE: 01116/14
SHEET:
C9.1

ARKING LQT'
L = 1D.vG
t APPROXIMATE EDGE
OF EXISTING ROAD
TOP OF BERM J MATCH EXISTING
PIPE CROSSING DETAIL aA7 (SMALL ROAD
SCALE 11" X 17• - 1" = 40" (SEE GRADING PLAN SHEET 04.78)
SCALE 22" X 34" - 1" = 20" (SEE DETAIL SHEET C11.2)
EXISTING DITCH
II
G9P16:`RYGF 100'
onanainr- nlrrw oI I Ir_
1
k
03.39
27
PIPE ,
p OF',�`�.
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APPROX. LOCATION
OF EXISTING GATE
EXISTING PIPE
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W-11
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- -
EXISTING
a zo sa sal SCALE 11" X 17" - 1" = 40"
SCALE 22" X 34" - 1" = 20"
Ar t-l"LUA I IVIA I r- r-UUr
OF EXISTING ROAD
PIPE CROSSING DETAIL @__(ROYAL ROAD)
r SCALE 11" X 17" - 1" = 40" (SEE GRADING PLAN SHEET 04.99) a ao ao ea
SCALE 22" X 34" - 1" = 20" (SEE DETAIL SHEET 011.2) SCALE IN FEET
SCALE 11" X 17" - 1" = 40"
SCALE 22" X 34" - 1" = 20"
MATCH EXISTING
I
FOP OF BERM° N MATCH EXISTING f
PIPE CROSSING DETAIL @ (ROYAL ROAD)
(SEE GRADING PLAN SHEET 04.101)
` t
4 EXISTING D17CF-I
{
APP
ROXIMATEGE �� 1
D
— �
------------- ------ [0
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a
SCALE IN FEET
Z
,to U
U
J
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Z
¢
coR
,r
o 0
�moo/
GGNG:FRWGT 100'
4�4
= 0
LL
ROADSIDE DITCH PLUG
W�
STA-
58, tMON
6 I EXISTING PITCH
INV. EL- %5 I'
I I
PIPE CROSSING DETAIL @ (ROYAL ROAD)
(SEE GRADING PLAN SHEET C4.99)
(SEE DETAIL SHEET 011.2)
AS -B U I LTS
—E: 01/16/14
SHEET:
X9.2
a
Z
J
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— —
coR
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= 0
LL
co
W
F-
O
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PFso�- Na.:
1002
SCALE IN FEET
UPAWN BY
RC
—E: 01/16/14
SHEET:
X9.2

MATCH EXISTING
GRADE
m
12" TYPE "B" RIPRAP WITH US 200 FILTER FABRIC I}
'I
i
SCALE 11" X 17- 1" =40 -
SCALE
40'SCALE 22" X 34" - 1" = 20'
IT T
I 12
oPERTY U }
TOP OF DITCH
I 12h1;
-?LATCH EXISTING
GRADE
BERM SHIFTED 10# DUE
TO OBSTRUCTION ON
PROPERTY LINA
I
1p , 0 0'.
4
1 1 85
I
– PYRAMATTORF
REINFORCEMEN-
TOE OF BERM
i e _
SPILLWAY DETAIL
(SEE GRADING PLAN SHEET 04.89)
TOP OF BERM ELEV. = 11.5
12.40+
I ,
0
U ❑
SEE DETAIL (THIS SHEET) _
APEDGE
I t7F CAD-,. .
c
res / 4r,
ROAD
4 ry �' 10.92 J �fyMEN7
PYRAMATTURF ,
REINFORCEMENT � � � 4 11.0
s� 40.87
110;' { it US 200 STABILIZATION ` 9.4 ONE AT -GRADE CROSSING
FABRIC UNDER STONE -� — £E DETAIL THIS SHEET)
9.45'
X8.61_ a}
,'A �• a s2 '
SCALE 11" X 17" - 1" = 40'
40 so -
SCALE 22"X34"- 1" = 20'
SCALE fN FEE)'
zo"oa I 13'
MATCH EXISTING J
GRADE
o"oo
�o.w 341.oa
SCALE 11" X 17" - 1" = 20'
SCALE 22" X 34" - 1" = 10'
PROPOSED SPILLWAY
k E7(ISTING RQAPp GH r .'1 U"89 r {PYRAMAT TURF
i
10.61 REINFORCEMENT}
PROPOSED DITCH CROSSING
[
'� -L • % � # 57 STONE)
PYRAMAT TURF
REINFORCEMENT PROPOSED RIP RAP
{ 5' - 12" CLASS B }
3 _ PROPOSED TOP OF BERM
SCALE 11"X 17"-l"=40' AT -GRADE CROSSING DETAIL
r SCALE 22" X 34" - 1" = 20' PROPOSED 8" ROCK PAD
(SEE GRADING PLAN SHEET 04.98) SCALE IN FEET (LARGE SIZE MINE REJECTSAl
]
W* – —
SPILLWAY DETAIL
(SEE GRADING PLAN SHEET C4.106)
STA -7+60
12
60'
12
EXISTING
PRBPB9EB-AT-GRADE
GRADE
CRQSSING
to ❑
1v U
6- LAYER OF CLASS "A' STONE
Z
US 200 FILTER FABRIC OR STABILIZATION FABRIC
¢O a
18" LAYER OF CLASS '13' STONE
-Z0.00 -10.00 0.00 141.00
AT -GRADE CROSS SECTION X -X
(SEE GRADING PLAN SHEET C4.98)
AS -B U I LTS
18'
z0"D0
0
6 21. 40'
60'
M
1fl Z
SCALE IN FEET
zo"oe
to ❑
1v U
Z
¢O a
u.
MATCH
Q
EXISTING
ul
GRADE
m
1702 4
10.00
0.00
30 -DI) 40.00
PROPOSED FILL ® PROPOSED CUT
AS -BUILT T WATER SURFACE
PROPOSED GRADE WATER (ELEVATIONS BELOW WATER SURFACE WHERE
PRE -CONSTRUCTION COLLECTED IN FIELD)
EXISTING GRADE U AS -BUILT SPOT GRADES {FOR ROAD BASE}
Q�
U]
IZ
a _J
i Q
J Q
p
,r Q
ca p J
= J
ocn
PRQJ" No.: 1002
DRAWN 6Y RC
—E: 01/16/14
SHEET:
ci0.1

G�
a ��z
o�
o a
¢ 0.
a2
1'
3'
12' 3' 10'
18'
31 1043'
EXISTING
GRADE 1.5'
EL. 11.5'
EL. 10.0
1' TOP OF BERM
EL- 10.U'
o 6
� � b
--
PROPOSED ----------
1
AITCH EL- 2-0'
1
PYRAMAT TURF REINFORCEMENT (TOP LAYER)
TOE OF BERM
S a
WRAP AROUND FACE OF BERM
m a
2
WRAP PYRAMAT AROUND
m m a
1'
FACE OF THE BERM [TOP LAYER]
12" TYPE "B" RIP -RAP
NOTES:
= m LL 91
WITH PYRAMAT TURF
E E F i
REINFORCEMENT
1. INSTALL PYRAMAT TURF REINFORCEMENT MAT IN
FACE BERMI SPILLWAY
LL LL
(BOTTOM LAYER)
ACCORDANCE WITH MANUFACTURER'S
SECTION VIEW
RECOMMENDATIONS-k-
z
TOPOF
BANK
2. AT A MINIMUM USE 2 -DIFFERENT LAYERS OF
E
1?t-; ,
PLACEMENT OF PYRAMAT. THE BOTTOM LAYER
�}
SHOULD BE USED AT THE SPILLWAY FLOOR AND
DISCHARGE FLUME. A SEPARTE - TOP LAYER SHOULD
R
BE USED ON THE SIDE WALLS OF THE SPILLWAY AND
` °-
FRONT AND BACK FACES OF THE BERM -
3, SUBMIT SHOP DRAWINGS TO ENGINEER TWO WEEKS
d
w
PRIOR TO STARTING WORK FOR REVIEW AND
g
APPROVAL FOR DIFFERENT PLACEMENT OF PYRAMAT.
BDrroM
DIrcH m
SPILLWAY STA. 48+80
DITCH
Lu
2
o
(SEE GRADING PLAN SHEET 04.89)
N
m
SCALE : 1" = 10'
W
m
c }�}
Lu
U
;4 F
m 2
TOP OF
ixa
0
m O
BANK
¢ Z F
J v
TOE OF
L
4
SLOPE
uJ
r
m
TOP OF
BERM
BERM
a
1'
4'
12' 4' 10'
EL. 10.0
20'
EXISTING 2'
EL.8.0'
TOP OF BERM
N
TOE OF J
GRADE-----------
EL, Off
M
SLOPE
PYRAMAT
D
EL- 2-0
L (�
TURF REINFORCEMENT
H
PYRAMAT TURF REINFORCEMENT [TOP LAYER]
TOE OF BERM
1
2WRAP
AROUND FACE OF BERM
WRAP PYRAMATAROVND
7SECTION
NOTES'
1'FACE
OF THE BERM (TOP LAYER)w
1. INSTALL PYRAMAT TURF REINFORCEMENT MAT IN
{�12"
TYPE "B" RIP -RAP
ACCORDANCE WITH MANUFACTURER'S
FACE BERM! SPILLWAY
0
VIEW WITH PYRAMAT TURF REINFORCEMENT
RECOMMENDATIONS.
-
(BOTTOM LAYER)
O
2. AT A MINIMUM USE 2 -DIFFERENT LAYERS OF
z
PLACEMENT OF PYRAMAT. THE BOTTOM LAYER
SHOULD BE USED AT THE SPILLWAY FLOOR AND
a LL J
TYPICAL S P I LWAY
DISCHARGE FLUME. A SEPARTE - TOP LAYER SHOULD
O J
PLAN VIEW
BE USED ON THE SIDE WALLS OF THE SPILLWAY AND
-
FRONT AND BACK FACES OF THE BERM.
a Q
SPILLWAY STA. 125+60
3. SUBMIT SHOP DRAWINGS TO ENGINEER TWO WEEKS
PRIOR TO STARTING WORK FOR REVIEW AND
(SEE GRADING PLAN SHEET C4.106)
APPROVAL FOR DIFFERENT PLACEMENT OF PYRAMAT.
PRDJ-MD.: 1002
SCALE : 1" = 10'
DRAwner: RC
REV -N0. DATE DESCRIPTION
DATE: 01/16/14
AS-BUILTS
SHEET:
010.2

11
NOTES:
1. USE FILTRATION GEOTEXTILE A MINIMUM OF 36'
IN WIDTH AND FASTEN ADEQUATELY AS DIRECTED.
2, PROVIDE 6-0" STEEL POST OF THE SELF -FASTENER
ANGLE STEEL TYPE.
3. FOR MECHANICAL SLICING METHOD INSTALLATION,
GEOTEfTILE: SHALL BE A MAXIMUM OF IF ABOVE
GROUND SURFACE.
iiii�Iy�CN�I
C
FILTER CL
6 MAN,
FILTRATION GEOTEXTILE
z
TEMPORARY SILT FENCE
Not to Scffie
10' FIELD DITCH EXTENTION`
ONLY AT FIELD DITCH LOCATIONS
FIELD DITCH �7-
ROADSIDE DITCH—
0
CLAY WITH SHELL G
(10'-14' DEPTH FROM BORROW AREA)oITEH
ANGTH, }}}(((}}}E����o
1 �'
r zz
0
CLAYEY SAND OR SANDY CLAY
(2'-1pDEPTH FROM BORROW AREA)
CLAY WITH SHELL
{10'-14' DEPTH FROM BORROW AREA)
1 ❑a' ROADSIDE DITCH PLUG
not to scale
NOTES:
1. CONTRACTOR TO EXCAVATE TEST PITS AT EACH BORROW
SITE IN THE PRESENCE OF THE ENGINEER TO DETERMINE
SUITABILITY OF CLAY LAYERS FOR PLUG MATERIAL.
2- PLUGS WILL BE CONSTRUCTED FROM BORROW MATERIAL
EXCAVATED FROM ONE PIT PER PLUG LOCATED NO LESS
THAN I W FROM THE PLUG IN ANY DIRECTIUM ESTIMATED
SIZE OF EACH BORROW PIT IS 80'x80' T.W.
3- FXTEND PLUG MATERIAL 10' INSIDE FIELD DITCH AT EACH
INTERSECTION OF A ROADSIDE DITCH WITH AFIELD DITCH.
UPSTREAM ELEVATION
y 1.5'
10'+I -
TEMPORARY MODIFIED ROCK CHECK
DAM CROSS-SECTION VIEW - MINOR
NOTES: TO BE CONSTRUCTED AT INTERSECTIONS OF INTERNAL FIELD DITCHES AND INTERNAL ROADSIDE DITCHES; DAMS TO BE REMOVED PRIOR
TO CONSTRUCTION COMPLETION.
12" OF NCD
C
FILTER CL
CLAYEY SAND OR SANDY CLAY
[2'-10' DEPTH FROM BORROW AREA)
FIELD DX117CI_CLAY WITH SHELL (10'-14'
DEPTH FROM BORROW AREA)
CLAYEY SAND OR SANDY CLAY
(2'-10' DEPTH FROM BORROW AREA)
5Q' FIELD DITCH PLUG
not to scale
CLAY FROM LOCAL BORROW PIT
n 1.5' (FAIN) �j`\\j/ f\ /\vj�\rf EXISTING DITCH
7' (MIN)
TYPICAL DITCH PLUG - SECTION
not to scale
UPSTREAM ELEVATION
5'
1-5' M IN.
CLOTH
U
4
TEMPORARY MODIFIED ROCK CHECK
DAM CROSS-SECTION VIEW -MAJOR
NOTES: TO BE CONSTRUCTED AT INTERSECTIONS OF INTERNAL ROADSIDE DITCHES (i.e. BAY CITY N0. 1) AND EXTERNAL ROADSIDE DITCHES (i,e. SR
1002); DAMS TO BE REMOVED PRIOR TO CONSTRUCTION COMPLETION-
AS-BUILTS
PRD.1. No-: 1062
DRAWN BY: RC
DATE: 01/16114
SHEET:
011.1

8 —12' TOP
(VARIES SEE PLAN)
TO BE FILLED w/ SAND
& MINERAL SOIL
BERM
C4rl
�2.T MUCIC LAYER DEPTH
VARIES (AVG 2 )
KEY WAY (CO N'T
(SAND & MINERAL SOIL —
WOVEN STABILIZATION FABRIC
{U!S 200}; WIDTH VARIES —
2 SHEETS W/ MIN. 1
c OVERLAP
i
NOTES:
1. KEY WAY SHALL EXTEND THROUGH THE ORGANIC SOILS AND TIE TO THE MINERAL SOILS. PERIMETER
BERM SHALL BE CONSTRUCTED WITH SUITABLE MINERAL SOILS EXCAVATED FROM THE PERIMETER
DITCHES -
2. ORGANIC AND/OR MINERAL SOILS EXCAVATED FROM THE PERIMETER DITCHES BERM AND KEY WAYS
THAT IS UNSUITABLE FOR BERM CONSTRUCTION SHALL BE DISPOSED OF IN THE DITCHES IDENTIFIED —
TO BE FILLED EY WOOD CHIPS AND/OR MUCK,
KEY WAY DETAIL
N.T.S.
1. VERIFY ALL DOWNSTREAM ROCK CHECK DAMS ARE WORKING PROPERLY PRIOR TO CONSTRUCTING PROPOSED DITCH -
2. IMMEDIATELY AFTER DITCH EXCAVATION, SEED WITH A TEMPORARY SEED IN RATES AS LISTED BELOW OR IN SECTION 6.10
NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL -
3. IMMEDIATELY AFTER SEED APPLICATION, INSTALL EROSION CONTROL MATTING ( BION ET - Cl 2513N, BIOD-MAT 40 OR OTHER
APPROVED EQUALS) IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.
4- IMMEDIATELY AFTER SEEDING AND PLACEMENT OF EROSION CONTROL MATTING, APPLY MULCH OR HAY AT A RATE NOT LESS
THAN 2.0 TONS PER ACRE (NO MORE THAN 25% OF THE GROUND SURFACE SHOULD BE VISIBLE AFTER APPLICATION) .
5- AFTER HAY APPLICATION, "ANCHOR" HAY EITHER WITH SEVERAL PASSES OF A TRACKED PIECE OF EOUIPM ENT OR OTHER
APPROPRIATE TOOL.
6. AFTER RAINSTORMS INSPECT ALL MULCHED AND SEEDED AREAS FOR RILL EROSION.
TEMPORARY SEEDING:
SEPTEMBER - MARCH : RYE GRAIN 120 LBS. PER ACRE.
APRIL - AUGUST, BROWNTOP MILLET 40 LBS- PER ACRE -
TEMPORARY BYPASS DITCH AND CROSS-SECTION
N.T-S.
ALTERNATE 1
T� III OR IV HIGH
NSITY RED
MREFLECTIVE
:TING MOUNTED ON
ALUMINUM PANEL
ALTERNATE 2 TYPICAL APPLICATION AT END OF ROADWAY (DEAD END)
REGARDLESS OF WHETHER GUARDRAIL IS INSTALLED
DIA, RED PRISMATIC lig
PLASTIC REFLECTORS
c
3 MARKERS MINIMUM
7' U -CHANNEL POSTS (1.12 LB/FT)
END OF ROAD MARKERS
N. T. S.
MATCH EXISTING ROAD
ALIGNMENT AND GRADE
2
1
BOTTOM � 48" HOPE SMOOTH WAIL—
OF DITCH 110' LONG INV- EL- = 4-0'
IER TO CENTER MINIMUM
TYP- CLASS "B"
RIP -RAP (1D' x 10'x 2')
OVER FILTER FABRIC
—J ,EL-AJO
BOTTOM
OF DITCH
E r
xm --LL�i 2
�rg_mu8
�a'��LLLLz
RE L;
a
O
PEELE ROAD INTERSECTION
Z � U
Z
�m
a
2 ROADWAY EL. 1 -13' 2 ; ^ O
1'
EXISTING 1 12" MIN. 1 ¢ O 0
�— GRADE -- I--- -- ---- -- — EL VARIES J 4
. 4L
INV
18" CALP PIPE J m
EXISTING 50'3 LONG TYP. CLASS "B"
DITCH RIP -RAP (10' x 10'x 2') EXISTING
TYPICAL CULVERT DETAIL OVER FILTER FABRIC DITCH
F
W
4' PIPE PROJECTION M
ANCHOR FABRIC FROM TOE OF SLOPE �
SIDE
DRIVEWAY/ 13LOPE SUMP Q
ROADWAY SECTION
❑
I TAP OF ROCK TO BE 6" ? p J
PROP. DRIVEWAY v:
ROADWAY CULVERT BELOW PIPE INVERT ELEV.
�LL w
(� O z
/ w
12" GRAVEL (J' -4"O) RIP—RAP OVER
WOVEN STABILIZATION FABRIC (USF 200)
NOTES: TO TOP OF 84NK EACH END A S -BUILT S
1. SUMP WIDTH — 5' WIDTH FOR PIPE DIAMETERS 524 ;• 10' WIDTH FOR cRor. No- 1002
PIPE DIAMETERS >24" DRAWN BY: RC
2. RIP RAP ADJACENT TO DRIVEWAY/ROAD TO TOP OF BANK; RIP RAP EV, No. DATE DESCRIPTION once: 01/16/14
DITCH SIDE SLOPES TO ELEV 10' OR TOP OF PIPE, WHICHEVER I5
GREATER. sNeeT:
CULVERT RIP -RAP SECTION C" '2
AREA TO BE SEEDED & MULCHED - 150' TOTAL
75'
75'
OF PROPOSED
BYPASS DITCH
i
4*1
EROSION CONTROL MATTING
SEED & MULCH
WATER DEPTH VARIABLE
2 MA)C
\
i
1. VERIFY ALL DOWNSTREAM ROCK CHECK DAMS ARE WORKING PROPERLY PRIOR TO CONSTRUCTING PROPOSED DITCH -
2. IMMEDIATELY AFTER DITCH EXCAVATION, SEED WITH A TEMPORARY SEED IN RATES AS LISTED BELOW OR IN SECTION 6.10
NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL -
3. IMMEDIATELY AFTER SEED APPLICATION, INSTALL EROSION CONTROL MATTING ( BION ET - Cl 2513N, BIOD-MAT 40 OR OTHER
APPROVED EQUALS) IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.
4- IMMEDIATELY AFTER SEEDING AND PLACEMENT OF EROSION CONTROL MATTING, APPLY MULCH OR HAY AT A RATE NOT LESS
THAN 2.0 TONS PER ACRE (NO MORE THAN 25% OF THE GROUND SURFACE SHOULD BE VISIBLE AFTER APPLICATION) .
5- AFTER HAY APPLICATION, "ANCHOR" HAY EITHER WITH SEVERAL PASSES OF A TRACKED PIECE OF EOUIPM ENT OR OTHER
APPROPRIATE TOOL.
6. AFTER RAINSTORMS INSPECT ALL MULCHED AND SEEDED AREAS FOR RILL EROSION.
TEMPORARY SEEDING:
SEPTEMBER - MARCH : RYE GRAIN 120 LBS. PER ACRE.
APRIL - AUGUST, BROWNTOP MILLET 40 LBS- PER ACRE -
TEMPORARY BYPASS DITCH AND CROSS-SECTION
N.T-S.
ALTERNATE 1
T� III OR IV HIGH
NSITY RED
MREFLECTIVE
:TING MOUNTED ON
ALUMINUM PANEL
ALTERNATE 2 TYPICAL APPLICATION AT END OF ROADWAY (DEAD END)
REGARDLESS OF WHETHER GUARDRAIL IS INSTALLED
DIA, RED PRISMATIC lig
PLASTIC REFLECTORS
c
3 MARKERS MINIMUM
7' U -CHANNEL POSTS (1.12 LB/FT)
END OF ROAD MARKERS
N. T. S.
MATCH EXISTING ROAD
ALIGNMENT AND GRADE
2
1
BOTTOM � 48" HOPE SMOOTH WAIL—
OF DITCH 110' LONG INV- EL- = 4-0'
IER TO CENTER MINIMUM
TYP- CLASS "B"
RIP -RAP (1D' x 10'x 2')
OVER FILTER FABRIC
—J ,EL-AJO
BOTTOM
OF DITCH
E r
xm --LL�i 2
�rg_mu8
�a'��LLLLz
RE L;
a
O
PEELE ROAD INTERSECTION
Z � U
Z
�m
a
2 ROADWAY EL. 1 -13' 2 ; ^ O
1'
EXISTING 1 12" MIN. 1 ¢ O 0
�— GRADE -- I--- -- ---- -- — EL VARIES J 4
. 4L
INV
18" CALP PIPE J m
EXISTING 50'3 LONG TYP. CLASS "B"
DITCH RIP -RAP (10' x 10'x 2') EXISTING
TYPICAL CULVERT DETAIL OVER FILTER FABRIC DITCH
F
W
4' PIPE PROJECTION M
ANCHOR FABRIC FROM TOE OF SLOPE �
SIDE
DRIVEWAY/ 13LOPE SUMP Q
ROADWAY SECTION
❑
I TAP OF ROCK TO BE 6" ? p J
PROP. DRIVEWAY v:
ROADWAY CULVERT BELOW PIPE INVERT ELEV.
�LL w
(� O z
/ w
12" GRAVEL (J' -4"O) RIP—RAP OVER
WOVEN STABILIZATION FABRIC (USF 200)
NOTES: TO TOP OF 84NK EACH END A S -BUILT S
1. SUMP WIDTH — 5' WIDTH FOR PIPE DIAMETERS 524 ;• 10' WIDTH FOR cRor. No- 1002
PIPE DIAMETERS >24" DRAWN BY: RC
2. RIP RAP ADJACENT TO DRIVEWAY/ROAD TO TOP OF BANK; RIP RAP EV, No. DATE DESCRIPTION once: 01/16/14
DITCH SIDE SLOPES TO ELEV 10' OR TOP OF PIPE, WHICHEVER I5
GREATER. sNeeT:
CULVERT RIP -RAP SECTION C" '2

APPENDIX B
PERMITS, CERTIFICATIONS, AND NURSERY CERTIFICATES

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW -2001-10096 County: Beaufort U.S.G.S. Quad: NC -AURORA
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Property Owner: PotashCorp
Attn: Mr. Jeff Furness
Address: 1530 NC Hwv 306 South
Aurora, North Carolina
27806
Agent: CZR Incorporated
Attn: Ms. Julia Kirkland Berger
Address: 4709 College Acres Drive
Suite 2
Wilmington, North Carolina
28403-1725
Size and location of property (water body, road name/number, town, etc.): Approximately 3667 acres (aka The P Lands
and U Lands Restoration Site: Phases 1, 2 and 3) near the headwaters of South Creek located on the east and west sides of Bav
City Highway (SR 1002), southeast of the Town of Aurora, Beaufort County. North Carolina Latitude: 35.233831
Longitude:
-76.775742
Description of projects area and activity: This permit authorizes excavation, mechanized land clearing and the placement of fill
material associated with the construction of the P Lands and U Lands Restoration Site Phases 1 land 3 Authorized impacts
to waters of the U.S. are identified in the table on page 2 of this authorization.
Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Regional General Permit Number or Nationwide Permit Number: NW27
SEE ATTACHED NATIONWIDE AND SPECIAL CONDITIONS.
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached
conditions and your submitted application and attached information dated February 6, 2012 . Any violation of
the attached conditions or deviation from your submitted plans may subject the permittee to a stop work order, a restoration
order 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 Quality (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.
This Department of the Anny 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 ver' kation, any of the conditions of the Permit, or the Corps of Engineers regulatory
program, please contact Tom Steffeni ay910 4615.
Corps Regulatory Official Date: -= 1 7Z,,9 (2
Expiration Date of Verification: 04/j6/2014
Page lof 3

Summary of Authorized Impacts and Required Mitigation
NWP/GP Open Water (acres)*
Wetland (acres)** Unim octant Stream (If) Important Stream (if)
-TernPorarYAPer111arrent
Temporary Permanent Temporary Permanent Temporary Fpermanent
27 0 15.19
381 0 0 0 0 0
Impact total 0 15.19
381 0 0 0 0 0
Total Loss of Waters of the US ( acres)
= 0 Required Wetland Mitigation (acres) = 0
Total Loss of Waters of the US (If)
= 0 Required Stream Mitigation (lf) = 0
Additional Remarks:
Supporting documentation, attached figures and appendices for the project purpose was submitted with the PCN and titled
"Compensatory Mitigation Plan for the P lands and U Lands Restoration Site".
* Individual open water impact locations are detailed in Exhibit A attached to the PCN and represent the addition of plugs and/or fill
into multiple ditches to recharge the hydrology of the surrounding wetlands.
** Individual wetland impact locations (WI -W22) are also detailed in Exhibit A. Impacts are represented as temporary impacts
necessary to fulfill the overall project purpose of wetland restoration/reestablishment and enhancement/rehabilitation.
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 attached customer Satisfaction Survey or visit http://per2.nwp.usace.anny.mil/survey.html to complete the survey
online.
Copy Furnished: Jonathan T. Ricketts Inc.
Page 2 of 3
JE

Determination of Jurisdiction:
A. ® Based on preliminary information, there appear to be waters of the US including wetlands within the above described project
area. This preliminary determination is not an appealable action under the Regulatory Program Administrative Appeal Process
(Reference 33 CFR Part 331).
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 and Section 404 of the Clean Water Act. 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 of the US and/or wetlands within the above described project area 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 _ Action ID _
Basis For Determination
The site exhibits wetland criteria as defined in the 1987 Corps Wetland Delineation Manual and prior to the implementation of the
Interim Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Atlantic and Gulf Coast Plain Region.
Remarks: All necessary parameters were evaluated and documented on the appropriate data forms. Waters of the US
determinations were documented based on the presence of an ordinary high water mark pursuant to Regulatory Guidance Letter 05-05;
Ordinary High water Mark (OHWM) Identification.
Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Actjurisdicfion 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 jurisdictional determinations as indicated in B and C
above).
This correspondence constitutes an approved jurisdictional 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: Jason Steele, 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
**It is not necessary to submit an RFA
,,fornyto the Division Office if you do not object to the determination in this correspondence.**
Corps Regulatory Official:✓V� 5
Date: 04/18/2012 Expiration Date:
Page 3 of 3

Action ID Number: SAW -2001-10096 / P and U Lands Restoration Site / NWP 27 County: Beaufort
Permittee: PotasbCorp / Mr. Jeff Furness
Date Permit Issued: 04/18/2012
Project Manager: Tom Steffens / David Lekson
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: Mr. David Lekson
Washington Regulatory Field Office
2407 West 5`h Street
Washington, North Carolina 27889
Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of
Engineers representative. If you fail to comply with this permit you are subject to permit suspension,
modification, or revocation.
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

NATIONWIDE PERMIT 27
DEPARTMENT OF THE ARMY
CORPS OF ENGINEERS
FINAL NOTICE OF ISSUANCE AND MODIFICATION OF NATIONWIDE PERMITS
FEDERAL REGISTER
AUTHORIZED MARCH 19, 2012
_Aquatic Habitat Restoration, Establishment, and Enhancement Activities. Activities
in waters of the United States associated with the restoration, enhancement, and establishment of
tidal and non -tidal wetlands and riparian areas, the restoration and enhancement of non -tidal
streams and other non -tidal open waters, and the rehabilitation or enhancement of tidal streams,
tidal wetlands, and tidal open waters, provided those activities result in net increases in aquatic
resource functions and services.
To the extent that a Corps permit is required, activities authorized by this NWP include,
but are not limited to: the removal of accumulated sediments; the installation, removal, and
maintenance of small water control structures, dikes, and berms, as well as discharges of dredged
or fill material to restore appropriate stream channel configurations after small water control
structures, dikes, and berms, are removed; the installation of current deflectors; the enhancement,
restoration, or establishment of riffle and pool stream structure; the placement of in -stream
habitat structures; modifications of the stream bed and/or banks to restore or establish stream
meanders; the backfilling of artificial channels; the removal of existing drainage structures, such
as drain tiles, and the filling, blocking, or reshaping of drainage ditches to restore wetland
hydrology; the installation of structures or fills necessary to establish or re-establish wetland or
stream hydrology; the construction of small nesting islands; the construction of open water areas;
the construction of oyster habitat over unvegetated bottom in tidal waters; shellfish seeding;
activities needed to reestablish vegetation, including plowing or discing for seed bed preparation
and the planting of appropriate wetland species; re-establishment of submerged aquatic
vegetation in areas where those plant communities previously existed; re-establishment of tidal
wetlands in tidal waters where those wetlands previously existed; mechanized land clearing to
remove non-native invasive, exotic, or nuisance vegetation; and other related activities. Only
native plant species should be planted at the site.
This NWP authorizes the relocation of non -tidal waters, including non -tidal wetlands and
streams, on the project site provided there are net increases in aquatic resource functions and
services.
Except for the relocation of non -tidal waters on the project site, this NWP does not
authorize the conversion of a stream or natural wetlands to another aquatic habitat type (e.g.,
stream to wetland or vice versa) or uplands. Changes in wetland plant communities that occur
when wetland hydrology is more fully restored during wetland rehabilitation activities are not
considered a conversion to another aquatic habitat type. This NWP does not authorize stream
channelization. This NWP does not authorize the relocation of tidal waters or the conversion of
tidal waters, including tidal wetlands, to other aquatic uses, such as the conversion of tidal
wetlands into open water impoundments.
Compensatory mitigation is not required for activities authorized by this NWP since these
activities must result in net increases in aquatic resource functions and services.

Reversion. For enhancement, restoration, and establishment activities conducted: (1) In
accordance with the terms and conditions of a binding stream or wetland enhancement or
restoration agreement, or a wetland establishment agreement, between the landowner and the
U.S. Fish and Wildlife Service (FWS), the Natural Resources Conservation Service (MRCS), the
Farm Service Agency (FSA), the National Marine Fisheries Service (NMFS), the National Ocean
Service (NOS), U.S. Forest Service (USFS), or their designated state cooperating agencies; (2) as
voluntary wetland restoration, enhancement, and establishment actions documented by the
NRCS or USDA Technical Service Provider pursuant to NRCS Field Office Technical Guide
standards; or (3) on reclaimed surface coal mine lands, in accordance with a Surface Mining
Control and Reclamation Act permit issued by the Office of Surface Mining Reclamation and
Enforcement (OSMRE) or the applicable state agency, this NWP also authorizes any future
discharge of dredged or fill material associated with the reversion of the area to its documented
prior condition and use (i.e., prior to the restoration, enhancement, or establishment activities).
The reversion must occur within five years after expiration of a limited term wetland restoration
or establishment agreement or permit, and is authorized in these circumstances even if the
discharge occurs after this NWP expires. The five-year reversion limit does not apply to
agreements without time limits reached between the landowner and the FWS, NRCS, FSA,
NMFS, NOS, USFS, or an appropriate state cooperating agency. This NWP also authorizes
discharges of dredged or fill material in waters of the United States for the reversion of wetlands
that were restored, enhanced, or established on prior -converted cropland or on uplands, in
accordance with a binding agreement between the landowner and NRCS, FSA, FWS, or their
designated state cooperating agencies (even though the restoration, enhancement, or
establishment activity did not require a section 404 permit). The prior condition will be
documented in the original agreement or permit, and the determination of return to prior
conditions will be made by the Federal agency or appropriate state agency executing the
agreement or permit. Before conducting any reversion activity the permittee or the appropriate
Federal or state agency must notify the district engineer and include the documentation of the
prior condition. Once an area has reverted to its prior physical condition, it will be subject to
whatever the Corps Regulatory requirements are applicable to that type of land at the time. The
requirement that the activity results in a net increase in aquatic resource functions and services
does not apply to reversion activities meeting the above conditions. Except for the activities
described above, this NWP does not authorize any future discharge of dredged or fill material
associated with the reversion of the area to its prior condition. In such cases a separate permit
would be required for any reversion.
Reporting. For those activities that do not require pre -construction notification, the
permittee must submit to the district engineer a copy of: (1) The binding stream enhancement or
restoration agreement or wetland enhancement, restoration, or establishment agreement, or a
project description, including project plans and location map; (2) the NRCS or USDA Technical
Service Provider documentation for the voluntary stream enhancement or restoration action or
wetland restoration, enhancement, or establishment action; or (3) the SMCRA permit issued by
OSMRE or the applicable state agency. The report must also include information on baseline
ecological conditions on the project site, such as a delineation of wetlands, streams, and/or other
aquatic habitats. These documents must be submitted to the district engineer at least 30 days
prior to commencing activities in waters of the United States authorized by this NWP.

Notification: The permittee must submit a pre -construction notification to the district
engineer prior to commencing any activity (see general condition 31), except for the following
activities:
(1) Activities conducted on non -Federal public lands and private lands, in accordance
with the terms and conditions of a binding stream enhancement or restoration agreement or
wetland enhancement, restoration, or establishment agreement between the landowner and the
U.S. FWS, NRCS, FSA, NMFS, NOS, USFS or their designated state cooperating agencies;
(2) Voluntary stream or wetland restoration or enhancement action, or wetland
establishment action, documented by the NRCS or USDA Technical Service Provider pursuant
to NRCS Field Office Technical Guide standards; or
(3) The reclamation of surface coal mine lands, in accordance with an SMCRA permit
issued by the OSMRE or the applicable state agency.
However, the permittee must submit a copy of the appropriate documentation to the
district engineer to fulfill the reporting requirement. (Sections 10 and 404)
Note: This NWP can be used to authorize compensatory mitigation projects, including
mitigation banks and in -lieu fee projects. However, this NWP does not authorize the reversion of
an area used for a compensatory mitigation project to its prior condition, since compensatory
mitigation is generally intended to be permanent.

NATIONWIDE PERMIT CONDITIONS
The following General Conditions must be followed in order for any authorization by a NWP to
be valid:
1. Navigation. (a) No activity may cause more than a minimal adverse effect on
navigation.
(b) Any safety lights and signals prescribed by the U.S. Coast Guard, through regulations
or otherwise, must be installed and maintained at the permittee's expense on authorized facilities
in navigable waters of the United States.
(c) The permittee understands and agrees that, if future operations by the United States
require the removal, relocation, or other alteration, of the structure or work herein authorized, or
if, in the opinion of the Secretary of the Army or his authorized representative, said structure or
work shall cause unreasonable obstruction to the free navigation of the navigable waters, the
permittee will be required, upon due notice from the Corps of Engineers, to remove, relocate, or
alter the structural work or obstructions caused thereby, without expense to the United States. No
claim shall be made against the United States on account of any such removal or alteration.
2. Aquatic Life Movements. No activity may substantially disrupt the necessary life cycle
movements of those species of aquatic life indigenous to the waterbody, including those species
that normally migrate through the area, unless the activity's primary purpose is to impound
water. All permanent and temporary crossings of waterbodies shall be suitably culverted,
bridged, or otherwise designed and constructed to maintain low flows to sustain the movement of
those aquatic species.
3. Spawning Areas. Activities in spawning areas during spawning seasons must be
avoided to the maximum extent practicable. Activities that result in the physical destruction (e.g.,
through excavation, fill, or downstream smothering by substantial turbidity) of an important
spawning area are not authorized.
4. Migratory Bird Breeding Areas. Activities in waters of the United States that serve as
breeding areas for migratory birds must be avoided to the maximum extent practicable.
5. Shellfish Beds. No activity may occur in areas of concentrated shellfish populations,
unless the activity is directly related to a shellfish harvesting activity authorized by NWPs 4 and
48, or is a shellfish seeding or habitat restoration activity authorized by NWP 27.
6. Suitable Material. No activity may use unsuitable material (e.g., trash, debris, car
bodies, asphalt, etc.). Material used for construction or discharged must be free from toxic
pollutants in toxic amounts (see Section 307 of the Clean Water Act).
7. Water Supply Intakes. No activity may occur in the proximity of a public water supply
intake, except where the activity is for the repair or improvement of public water supply intake
structures or adjacent bank stabilization.

8. Adverse Effects From Impoundments. If the activity creates an impoundment of water,
adverse effects to the aquatic system due to accelerating the passage of water, and/or restricting
its flow must be minimized to the maximum extent practicable.
9. Management of Water Flows. To the maximum extent practicable, the pre -construction
course, condition, capacity, and location of open waters must be maintained for each activity,
including stream channelization and storm water management activities, except as provided
below. The activity must be constructed to withstand expected high flows. The activity must not
restrict or impede the passage of normal or high flows, unless the primary purpose of the activity
is to impound water or manage high flows. The activity may alter the pre -construction course,
condition, capacity, and location of open waters if it benefits the aquatic environment (e.g.,
stream restoration or relocation activities).
10. Fills Within 100 -Year Floodplains. The activity must comply with applicable FEMA -
approved state or local floodplain management requirements.
11. Equipment. Heavy equipment working in wetlands or mudflats must be placed on
mats, or other measures must be taken to minimize soil disturbance.
12. Soil Erosion and Sediment Controls. Appropriate soil erosion and sediment controls
must be used and maintained in effective operating condition during construction, and all
exposed soil and other fills, as well as any work below the ordinary high water mark or high tide
line, must be permanently stabilized at the earliest practicable date. Permittees are encouraged to
perform work within waters of the United States during periods of low -flow or no -flow.
13. Removal of Temporary Fills. Temporary fills must be removed in their entirety and
the affected areas returned to pre -construction elevations. The affected areas must be
revegetated, as appropriate.
14. Proper Maintenance. Any authorized structure or fill shall be properly maintained,
including maintenance to ensure public safety and compliance with applicable NWT general
conditions, as well as any activity -specific conditions added by the district engineer to an NWP
authorization.
15. Single and Complete Project. The activity must be a single and complete project. The
same NWP cannot be used more than once for the same single and complete project.
16. Wild and Scenic Rivers. No activity may occur in a component of the National Wild
and Scenic River System, or in a river officially designated by Congress as a "study river" for
possible inclusion in the system while the river is in an official study status, unless the
appropriate Federal agency with direct management responsibility for such river, has determined
in writing that the proposed activity will not adversely affect the Wild and Scenic River
designation or study status. Information on Wild and Scenic Rivers may be obtained from the
appropriate Federal land management agency responsible for the designated Wild and Scenic
River or study river (e.g., National Park Service, U.S. Forest Service, Bureau of Land
Management, U.S. Fish and Wildlife Service).

17. Tribal Rights. No activity or its operation may impair reserved tribal rights, including,
but not limited to, reserved water rights and treaty fishing and hunting rights.
18. Endangered Species. (a) No activity is authorized under any NWP which is likely to
directly or indirectly jeopardize the continued existence of a threatened or endangered species or
a species proposed for such designation, as identified under the Federal Endangered Species Act
(ESA), or which will directly or indirectly destroy or adversely modify the critical habitat of such
species. No activity is authorized under any NWP which "may affect" a listed species or critical
habitat, unless Section 7 consultation addressing the effects of the proposed activity has been
completed.
(b) Federal agencies should follow their own procedures for complying with the
requirements of the ESA. Federal permittees must provide the district engineer with the
appropriate documentation to demonstrate compliance with those requirements. The district
engineer will review the documentation and determine whether it is sufficient to address ESA
compliance for the NWP activity, or whether additional ESA consultation is necessary.
(c) Non-federal permittees must submit a pre -construction notification to the district
engineer if any listed species or designated critical habitat might be affected or is in the vicinity
of the project, or if the project is located in designated critical habitat, and shall not begin work
on the activity until notified by the district engineer that the requirements of the ESA have been
satisfied and that the activity is authorized. For activities that might affect Federally -listed
endangered or threatened species or designated critical habitat, the pre -construction notification
must include the name(s) of the endangered or threatened species that might be affected by the
proposed work or that utilize the designated critical habitat that might be affected by the
proposed work. The district engineer will determine whether the proposed activity "may affect"
or will have "no effect" to listed species and designated critical habitat and will notify the non -
Federal applicant of the Corps' determination within 45 days of receipt of a complete pre -
construction notification. In cases where the non -Federal applicant has identified listed species or
critical habitat that might be affected or is in the vicinity of the project, and has so notified the
Corps, the applicant shall not begin work until the Corps has provided notification the proposed
activities will have "no effect" on listed species or critical habitat, or until Section 7 consultation
has been completed. If the non -Federal applicant has not heard back from the Corps within 45
days, the applicant must still wait for notification from the Corps.
(d) As a result of formal or informal consultation with the FWS or NMFS the district
engineer may add species-specific regional endangered species conditions to the NWPs.
(e) Authorization of an activity by a NWP does not authorize the "take" of a threatened or
endangered species as defined under the ESA. In the absence of separate authorization (e.g., an
ESA Section 10 Permit, a Biological Opinion with "incidental take" provisions, etc.) from the
U.S. FWS or the NMFS, The Endangered Species Act prohibits any person subject to the
jurisdiction of the United States to take a listed species, where "take" means to harass, harm,
pursue, hunt, shoot, wound, kill, trap, capture, or collect, or to attempt to engage in any such
conduct. The word "harm" in the definition of "take" means an act which actually kills or injures
wildlife. Such an act may include significant habitat modification or degradation where it
actually kills or injures wildlife by significantly impairing essential behavioral patterns,
including breeding, feeding or sheltering.
on

(f) Information on the location of threatened and endangered species and their critical
habitat can be obtained directly from the offices of the U.S. FWS and NMFS or their world wide
web pages at http://www.f\vs.gov/ or httn://www.fws.gov/ipac and
htttp://www.noaa.gov/fisheries.html respectively.
19. Migratory Birds and Bald and Golden Eagles. The permittee is responsible for
obtaining any "take" permits required under the U.S. Fish and Wildlife Service's regulations
governing compliance with the Migratory Bird Treaty Act or the Bald and Golden Eagle
Protection Act. The permittee should contact the appropriate local office of the U.S. Fish and
Wildlife Service to determine if such "take" permits are required for a particular activity.
20. Historic Properties. (a) In cases where the district engineer determines that the
activity may affect properties listed, or eligible for listing, in the National Register of Historic
Places, the activity is not authorized, until the requirements of Section 106 of the National
Historic Preservation Act (NHPA) have been satisfied.
(b) Federal permittees should follow their own procedures for complying with the
requirements of Section 106 of the National Historic Preservation Act. Federal permittees must
provide the district engineer with the appropriate documentation to demonstrate compliance with
those requirements. The district engineer will review the documentation and determine whether
it is sufficient to address section 106 compliance for the NWP activity, or whether additional
section 106 consultation is necessary.
(c) Non-federal permittees must submit a pre -construction notification to the district
engineer if the authorized activity may have the potential to cause effects to any historic
properties listed on, determined to be eligible for listing on, or potentially eligible for listing on
the National Register of Historic Places, including previously unidentified properties. For such
activities, the pre -construction notification must state which historic properties may be affected
by the proposed work or include a vicinity map indicating the location of the historic properties
or the potential for the presence of historic properties. Assistance regarding information on the
location of or potential for the presence of historic resources can be sought from the State
Historic Preservation Officer or Tribal Historic Preservation Officer, as appropriate, and the
National Register of Historic Places (see 33 CFR 330.4(g)). When reviewing pre -construction
notifications, district engineers will comply with the current procedures for addressing the
requirements of Section 106 of the National Historic Preservation Act. The district engineer shall
make a reasonable and good faith effort to carry out appropriate identification efforts, which may
include background research, consultation, oral history interviews, sample field investigation,
and field survey. Based on the information submitted and these efforts, the district engineer shall
determine whether the proposed activity has the potential to cause an effect on the historic
properties. Where the non -Federal applicant has identified historic properties on which the
activity may have the potential to cause effects and so notified the Corps, the non -Federal
applicant shall not begin the activity until notified by the district engineer either that the activity
has no potential to cause effects or that consultation under Section 106 of the NHPA has been
completed.
(d) The district engineer will notify the prospective permittee within 45 days of receipt
of a complete pre -construction notification whether NHPA Section 106 consultation is required.
Section 106 consultation is not required when the Corps determines that the activity does not
have the potential to cause effects on historic properties (see 36 CFR §800.3(a)). If NHPA

section 106 consultation is required and will occur, the district engineer will notify the non -
Federal applicant that he or she cannot begin work until Section 106 consultation is completed. If
the non -Federal applicant has not heard back from the Corps within 45 days, the applicant must
still wait for notification from the Corps.
(e) Prospective permittees should be aware that section 110k of the NHPA (16 U.S.C.
470h -2(k)) prevents the Corps from granting a permit or other assistance to an applicant who,
with intent to avoid the requirements of Section 106 of the NHPA, has intentionally significantly
adversely affected a historic property to which the permit would relate, or having legal power to
prevent it, allowed such significant adverse effect to occur, unless the Corps, after consultation
with the Advisory Council on Historic Preservation (ACNP), determines that circumstances
justify granting such assistance despite the adverse effect created or permitted by the applicant.
If circumstances justify granting the assistance, the Corps is required to notify the ACNP and
provide documentation specifying the circumstances, the degree of damage to the integrity of
any historic properties affected, and proposed mitigation. This documentation must include any
views obtained from the applicant, SHPO/THPO, appropriate Indian tribes if the undertaking
occurs on or affects historic properties on tribal lands or affects properties of interest to those
tribes, and other parties known to have a legitimate interest in the impacts to the permitted
activity on historic properties.
21. Discovery of Previously Unknown Remains and Artifacts. If you discover any
previously unknown historic, cultural or archeological remains and artifacts while accomplishing
the activity authorized by this permit, you must immediately notify the district engineer of what
you have found, and to the maximum extent practicable, avoid construction activities that may
affect the remains and artifacts until the required coordination has been completed. The district
engineer will initiate the Federal, Tribal and state coordination required to determine if the items
or remains warrant a recovery effort or if the site is eligible for listing in the National Register of
Historic Places.
22. Designated Critical Resource Waters. Critical resource waters include, NOAA-
managed marine sanctuaries and marine monuments, and National Estuarine Research Reserves.
The district engineer may designate, after notice and opportunity for public comment, additional
waters officially designated by a state as having particular environmental or ecological
significance, such as outstanding national resource waters or state natural heritage sites. The
district engineer may also designate additional critical resource waters after notice and
opportunity for public comment.
(a) Discharges of dredged or fill material into waters of the United States are not
authorized by NWPs 7, 12, 14, 16, 17, 21, 29, 31, 35, 39, 40, 42, 43, 44, 49, 50, 51, and 52 for
any activity within, or directly affecting, critical resource waters, including wetlands adjacent to
such waters.
(b) For NWPs 3, 8, 10, 13, 15, 18, 19, 22, 23, 25, 27, 28, 30, 33, 34, 36, 37, and 38,
notification is required in accordance with general condition 31, for any activity proposed in the
designated critical resource waters including wetlands adjacent to those waters. The district
engineer may authorize activities under these NWPs only after it is determined that the impacts
to the critical resource waters will be no more than minimal.

23. Mitigation. The district engineer will consider the following factors when
determining appropriate and practicable mitigation necessary to ensure that adverse effects on
the aquatic environment are minimal:
(a) The activity must be designed and constructed to avoid and minimize adverse effects,
both temporary and permanent, to waters of the United States to the maximum extent practicable
at the project site (i.e., on site).
(b) Mitigation in all its forms (avoiding, minimizing, rectifying, reducing, or
compensating for resource losses) will be required to the extent necessary to ensure that the
adverse effects to the aquatic environment are minimal.
(c) Compensatory mitigation at a minimum one-for-one ratio will be required for all
wetland losses that exceed 1/10 -acre and require pre -construction notification, unless the district
engineer determines in writing that either some other form of mitigation would be more
environmentally appropriate or the adverse effects of the proposed activity are minimal, and
provides a project -specific waiver of this requirement. For wetland losses of 1/10 -acre or less
that require pre -construction notification, the district engineer may determine on a case-by-case
basis that compensatory mitigation is required to ensure that the activity results in minimal
adverse effects on the aquatic environment. Compensatory mitigation projects provided to offset
losses of aquatic resources must comply with the applicable provisions of 33 CFR part 332.
(1) The prospective permittee is responsible for proposing an appropriate compensatory
mitigation option if compensatory mitigation is necessary to ensure that the activity results in
minimal adverse effects on the aquatic environment.
(2) Since the likelihood of success is greater and the impacts to potentially valuable
uplands are reduced, wetland restoration should be the first compensatory mitigation option
considered.
(3) If permittee -responsible mitigation is the proposed option, the prospective permittee is
responsible for submitting a mitigation plan. A conceptual or detailed mitigation plan may be
used by the district engineer to make the decision on the NWP verification request, but a final
mitigation plan that addresses the applicable requirements of 33 CFR 332.4(c)(2) — (14) must be
approved by the district engineer before the permittee begins work in waters of the United States,
unless the district engineer determines that prior approval of the final mitigation plan is not
practicable or not necessary to ensure timely completion of the required compensatory mitigation
(see 33 CFR 332.3(k)(3)).
(4) If mitigation bank or in -lieu fee program credits are the proposed option, the
mitigation plan only needs to address the baseline conditions at the impact site and the number of
credits to be provided.
(5) Compensatory mitigation requirements (e.g., resource type and amount to be provided
as compensatory mitigation, site protection, ecological performance standards, monitoring
requirements) may be addressed through conditions added to the NWP authorization, instead of
components of a compensatory mitigation plan.
(d) For losses of streams or other open waters that require pre -construction notification,
the district engineer may require compensatory mitigation, such as stream rehabilitation,
enhancement, or preservation, to ensure that the activity results in minimal adverse effects on the
aquatic environment.
(e) Compensatory mitigation will not be used to increase the acreage losses allowed by
the acreage limits of the NWPs. For example, if an NWP has an acreage limit of 1/2 -acre, it
cannot be used to authorize any project resulting in the loss of greater than 1/2 -acre of waters of
6

the United States, even if compensatory mitigation is provided that replaces or restores some of
the lost waters. However, compensatory mitigation can and should be used, as necessary, to
ensure that a project already meeting the established acreage limits also satisfies the minimal
impact requirement associated with the NWPs.
(f) Compensatory mitigation plans for projects in or near streams or other open waters
will normally include a requirement for the restoration or establishment, maintenance, and legal
protection (e.g., conservation easements) of riparian areas next to open waters. In some cases,
riparian areas may be the only compensatory mitigation required. Riparian areas should consist
of native species. The width of the required riparian area will address documented water quality
or aquatic habitat loss concerns. Normally, the riparian area will be 25 to 50 feet wide on each
side of the stream, but the district engineer may require slightly wider riparian areas to address
documented water quality or habitat loss concerns. If it is not possible to establish a riparian area
on both sides of a stream, or if the waterbody is a lake or coastal waters, then restoring or
establishing a riparian area along a single bank or shoreline may be sufficient. Where both
wetlands and open waters exist on the project site, the district engineer will determine the
appropriate compensatory mitigation (e.g., riparian areas and/or wetlands compensation) based
on what is best for the aquatic environment on a watershed basis. In cases where riparian areas
are determined to be the most appropriate form of compensatory mitigation, the district engineer
may waive or reduce the requirement to provide wetland compensatory mitigation for wetland
losses.
(g) Permittees may propose the use of mitigation banks, in -lieu fee programs, or separate
permittee -responsible mitigation. For activities resulting in the loss of marine or estuarine
resources, permittee -responsible compensatory mitigation may be environmentally preferable if
there are no mitigation banks or in -lieu fee programs in the area that have marine or estuarine
credits available for sale or transfer to the permittee. For permittee -responsible mitigation, the
special conditions of the NWP verification must clearly indicate the parry or parties responsible
for the implementation and performance of the compensatory mitigation project, and, if required,
its long-term management.
(h) Where certain functions and services of waters of the United States are permanently
adversely affected, such as the conversion of a forested or scrub -shrub wetland to a herbaceous
wetland in a permanently maintained utility line right-of-way, mitigation may be required to
reduce the adverse effects of the project to the minimal level.
24. Safety of Impoundment Structures. To ensure that all impoundment structures are
safely designed, the district engineer may require non -Federal applicants to demonstrate that the
structures comply with established state dam safety criteria or have been designed by qualified
persons. The district engineer may also require documentation that the design has been
independently reviewed by similarly qualified persons, and appropriate modifications made to
ensure safety.
25. Water Quality. Where States and authorized Tribes, or EPA where applicable, have
not previously certified compliance of an NWP with CWA Section 401, individual 401 Water
Quality Certification must be obtained or waived (see 33 CFR 330.4(c)). The district engineer or
State or Tribe may require additional water quality management measures to ensure that the
authorized activity does not result in more than minimal degradation of water quality.
10

26. Coastal Zone Management. In coastal states where an NWP has not previously
received a state coastal zone management consistency concurrence, an individual state coastal
zone management consistency concurrence must be obtained, or a presumption of concurrence
must occur (see 33 CFR 330.4(d)). The district engineer or a State may require additional
measures to ensure that the authorized activity is consistent with state coastal zone management
requirements.
27. Regional and Case -By -Case Conditions. The activity must comply with any regional
conditions that may have been added by the Division Engineer (see 33 CFR 330.4(e)) and with
any case specific conditions added by the Corps or by the state, Indian Tribe, or U.S. EPA in its
section 401 Water Quality Certification, or by the state in its Coastal Zone Management Act
consistency determination.
28. Use of Multiple Nationwide Permits. The use of more than one NWP for a single and
complete project is prohibited, except when the acreage loss of waters of the United States
authorized by the NWPs does not exceed the acreage limit of the NWP with the highest specified
acreage limit. For example, if a road crossing over tidal waters is constructed under NWP 14,
with associated bank stabilization authorized by NWP 13, the maximum acreage loss of waters
of the United States for the total project cannot exceed 1/3 -acre.
29. Transfer of Nationwide Permit Verifications. If the permittee sells the property
associated with a nationwide permit verification, the permittee may transfer the nationwide
permit verification to the new owner by submitting a letter to the appropriate Corps district office
to validate the transfer. A copy of the nationwide permit verification must be attached to the
letter, and the letter must contain the following statement and signature:
"When the structures or work authorized by this nationwide permit are still in existence at
the time the property is transferred, the terms and conditions of this nationwide permit, including
any special conditions, will continue to be binding on the new owner(s) of the property. To
validate the transfer of this nationwide permit and the associated liabilities associated with
compliance with its terms and conditions, have the transferee sign and date below."
(Transferee)
(Date)
30. Compliance Certification. Each permittee who receives an NWP verification letter
from the Corps must provide a signed certification documenting completion of the authorized
activity and any required compensatory mitigation. The success of any required permittee -
responsible mitigation, including the achievement of ecological performance standards, will be
addressed separately by the district engineer. The Corps will provide the permittee the
certification document with the NWP verification letter. The certification document will
include:
11

(a) A statement that the authorized work was done in accordance with the NWP
authorization, including any general, regional, or activity -specific conditions;
(b) A statement that the implementation of any required compensatory mitigation was
completed in accordance with the permit conditions. If credits from a mitigation bank or in -lieu
fee program are used to satisfy the compensatory mitigation requirements, the certification must
include the documentation required by 33 CFR 332.3(1)(3) to confirm that the permittee secured
the appropriate number and resource type of credits; and
(c) The signature of the permittee certifying the completion of the work and mitigation.
31. Pre -Construction Notification. (a) Timing. Where required by the terms of the NWP,
the prospective permittee must notify the district engineer by submitting a pre -construction
notification (PCN) as early as possible. The district engineer must determine if the PCN is
complete within 30 calendar days of the date of receipt and, if the PCN is determined to be
incomplete, notify the prospective permittee within that 30 day period to request the additional
information necessary to make the PCN complete. The request must specify the information
needed to make the PCN complete. As a general rule, district engineers will request additional
information necessary to make the PCN complete only once. However, if the prospective
permittee does not provide all of the requested information, then the district engineer will notify
the prospective permittee that the PCN is still incomplete and the PCN review process will not
commence until all of the requested information has been received by the district engineer. The
prospective permittee shall not begin the activity until either:
(1) Be or she is notified in writing by the district engineer that the activity may proceed
under the NWP with any special conditions imposed by the district or division engineer; or
(2) 45 calendar days have passed from the district engineer's receipt of the complete PCN
and the prospective permittee has not received written notice from the district or division
engineer. However, if the permittee was required to notify the Corps pursuant to general
condition 18 that listed species or critical habitat might be affected or in the vicinity of the
project, or to notify the Corps pursuant to general condition 20 that the activity may have the
potential to cause effects to historic properties, the permittee cannot begin the activity until
receiving written notification from the Corps that there is "no effect" on listed species or "no
potential to cause effects" on historic properties, or that any consultation required under Section
7 of the Endangered Species Act (see 33 CFR 330.4(f)) and/or Section 106 of the National
Historic Preservation (see 33 CFR 330.4(g)) has been completed. Also, work cannot begin under
NWPs 21, 49, or 50 until the permittee has received written approval from the Corps. If the
proposed activity requires a written waiver to exceed specified limits of an NWP, the permittee
may not begin the activity until the district engineer issues the waiver. If the district or division
engineer notifies the permittee in writing that an individual permit is required within 45 calendar
days of receipt of a complete PCN, the permittee cannot begin the activity until an individual
permit has been obtained. Subsequently, the permittee's right to proceed under the NWP may be
modified, suspended, or revoked only in accordance with the procedure set forth in 33 CFR
330.5(d)(2).
(b) Contents of Pre -Construction Notification: The PCN must be in writing and include
the following information:
(1) Name, address and telephone numbers of the prospective permittee;
(2) Location of the proposed project;
12

(3) A description of the proposed project; the project's purpose; direct and indirect
adverse environmental effects the project would cause, including the anticipated amount of loss
of water of the United States expected to result from the NWP activity, in acres, linear feet, or
other appropriate unit of measure; any other NWP(s), regional general permit(s), or individual
permit(s) used or intended to be used to authorize any part of the proposed project or any related
activity. The description should be sufficiently detailed to allow the district engineer to
determine that the adverse effects of the project will be minimal and to determine the need for
compensatory mitigation. Sketches should be provided when necessary to show that the activity
complies with the terms of the NWP. (Sketches usually clarify the project and when provided
results in a quicker decision. Sketches should contain sufficient detail to provide an illustrative
description of the proposed activity (e.g., a conceptual plan), but do not need to be detailed
engineering plans);
(4) The PCN must include a delineation of wetlands, other special aquatic sites, and other
waters, such as lakes and ponds, and perennial, intermittent, and ephemeral streams, on the
project site. Wetland delineations must be prepared in accordance with the current method
required by the Corps. The permittee may ask the Corps to delineate the special aquatic sites and
other waters on the project site, but there may be a delay if the Corps does the delineation,
especially if the project site is large or contains many waters of the United States. Furthermore,
the 45 day period will not start until the delineation has been submitted to or completed by the
Corps, as appropriate;
(5) If the proposed activity will result in the loss of greater than 1/10 -acre of wetlands and
a PCN is required, the prospective permittee must submit a statement describing how the
mitigation requirement will be satisfied, or explaining why the adverse effects are minimal and
why compensatory mitigation should not be required. As an alternative, the prospective
permittee may submit a conceptual or detailed mitigation plan.
(6) If any listed species or designated critical habitat might be affected or is in the vicinity
of the project, or if the project is located in designated critical habitat, for non -Federal applicants
the PCN must include the name(s) of those endangered or threatened species that might be
affected by the proposed work or utilize the designated critical habitat that may be affected by
the proposed work. Federal applicants must provide documentation demonstrating compliance
with the Endangered Species Act; and
(7) For an activity that may affect a historic property listed on, determined to be eligible
for listing on, or potentially eligible for listing on, the National Register of Historic Places, for
non -Federal applicants the PCN must state which historic property may be affected by the
proposed work or include a vicinity map indicating the location of the historic property. Federal
applicants must provide documentation demonstrating compliance with Section 106 of the
National Historic Preservation Act.
(c) Form of Pre -Construction Notification: The standard individual permit application
form (Form ENG 4345) may be used, but the completed application form must clearly indicate
that it is a PCN and must include all of the information required in paragraphs (b)(1) through (7)
of this general condition. A letter containing the required information may also be used.
(d) Agency Coordination: (1) The district engineer will consider any comments from
Federal and state agencies concerning the proposed activity's compliance with the terms and
conditions of the NWPs and the need for mitigation to reduce the project's adverse
environmental effects to a minimal level.
13

(2) For all NWP activities that require pre -construction notification and result in the loss
of greater than 1/2 -acre of waters of the United States, for NWP 21, 29, 39, 40, 42, 43, 44, 50,
51, and 52 activities that require pre -construction notification and will result in the loss of greater
than 300 linear feet of intermittent and ephemeral stream bed, and for all NWP 48 activities that
require pre -construction notification, the district engineer will immediately provide (e.g., via e-
mail, facsimile transmission, overnight mail, or other expeditious manner) a copy of the
complete PCN to the appropriate Federal or state offices (U.S. FWS, state natural resource or
water quality agency, EPA, State Historic Preservation Officer (SHPO) or Tribal Historic
Preservation Office (THPO), and, if appropriate, the NMFS). With the exception of NWP 37,
these agencies will have 10 calendar days from the date the material is transmitted to telephone
or fax the district engineer notice that they intend to provide substantive, site-specific comments.
The comments must explain why the agency believes the adverse effects will be more than
minimal. If so contacted by an agency, the district engineer will wait an additional 15 calendar
days before making a decision on the pre -construction notification. The district engineer will
fully consider agency comments received within the specified time frame concerning the
proposed activity's compliance with the terms and conditions of the NWPs, including the need
for mitigation to ensure the net adverse environmental effects to the aquatic environment of the
proposed activity are minimal. The district engineer will provide no response to the resource
agency, except as provided below. The district engineer will indicate in the administrative record
associated with each pre -construction notification that the resource agencies' concerns were
considered. For NWP 37, the emergency watershed protection and rehabilitation activity may
proceed immediately in cases where there is an unacceptable hazard to life or a significant loss of
property or economic hardship will occur. The district engineer will consider any comments
received to decide whether the NWP 37 authorization should be modified, suspended, or revoked
in accordance with the procedures at 33 CFR 330.5.
(3) In cases of where the prospective permittee is not a Federal agency, the district
engineer will provide a response to NMFS within 30 calendar days of receipt of any Essential
Fish Habitat conservation recommendations, as required by Section 305(b)(4)(B) of the
Magnuson -Stevens Fishery Conservation and Management Act.
(4) Applicants are encouraged to provide the Corps with either electronic files or multiple
copies of pre -construction notifications to expedite agency coordination.
D. District Engineer's Decision
1. In reviewing the PCN for the proposed activity, the district engineer will determine
whether the activity authorized by the NWP will result in more than minimal individual or
cumulative adverse environmental effects or may be contrary to the public interest. For a linear
project, this determination will include an evaluation of the individual crossings to determine
whether they individually satisfy the terms and conditions of the NWP(s), as well as the
cumulative effects caused by all of the crossings authorized by NWP. If an applicant requests a
waiver of the 300 linear foot limit on impacts to intermittent or ephemeral streams or of an
otherwise applicable limit, as provided for in NWPs 13, 21, 29, 36, 39, 40, 42, 43, 44, 50, 51 or
52, the district engineer will only grant the waiver upon a written determination that the NWP
activity will result in minimal adverse effects. When making minimal effects determinations the
district engineer will consider the direct and indirect effects caused by the NWP activity. The
district engineer will also consider site specific factors, such as the environmental setting in the
14

vicinity of the NWP activity, the type of resource that will be affected by the NWP activity, the
functions provided by the aquatic resources that will be affected by the NWP activity, the degree
or magnitude to which the aquatic resources perform those functions, the extent that aquatic
resource functions will be lost as a result of the NWP activity (e.g., partial or complete loss), the
duration of the adverse effects (temporary or permanent), the importance of the aquatic resource
functions to the region (e.g., watershed or ecoregion), and mitigation required by the district
engineer. If an appropriate functional assessment method is available and practicable to use, that
assessment method may be used by the district engineer to assist in the minimal adverse effects
determination. The district engineer may add case -specific special conditions to the NWP
authorization to address site-specific environmental concerns.
2. If the proposed activity requires a PCN and will result in a loss of greater than 1/10 -
acre of wetlands, the prospective permittee should submit a mitigation proposal with the PCN.
Applicants may also propose compensatory mitigation for projects with smaller impacts. The
district engineer will consider any proposed compensatory mitigation the applicant has included
in the proposal in determining whether the net adverse environmental effects to the aquatic
environment of the proposed activity are minimal. The compensatory mitigation proposal may be
either conceptual or detailed. If the district engineer determines that the activity complies with
the terms and conditions of the NWP and that the adverse effects on the aquatic environment are
minimal, after considering mitigation, the district engineer will notify the permittee and include
any activity -specific conditions in the NWP verification the district engineer deems necessary.
Conditions for compensatory mitigation requirements must comply with the appropriate
provisions at 33 CFR 332.3(k). The district engineer must approve the final mitigation plan
before the permittee commences work in waters of the United States, unless the district engineer
determines that prior approval of the final mitigation plan is not practicable or not necessary to
ensure timely completion of the required compensatory mitigation. If the prospective permittee
elects to submit a compensatory mitigation plan with the PCN, the district engineer will
expeditiously review the proposed compensatory mitigation plan. The district engineer must
review the proposed compensatory mitigation plan within 45 calendar days of receiving a
complete PCN and determine whether the proposed mitigation would ensure no more than
minimal adverse effects on the aquatic environment. If the net adverse effects of the project on
the aquatic environment (after consideration of the compensatory mitigation proposal) are
determined by the district engineer to be minimal, the district engineer will provide a timely
written response to the applicant. The response will state that the project can proceed under the
terms and conditions of the NWP, including any activity -specific conditions added to the NWP
authorization by the district engineer.
3. If the district engineer determines that the adverse effects of the proposed work are
more than minimal, then the district engineer will notify the applicant either: (a) That the project
does not qualify for authorization under the NWP and instruct the applicant on the procedures to
seek authorization under an individual permit; (b) that the project is authorized under the NWP
subject to the applicant's submission of a mitigation plan that would reduce the adverse effects
on the aquatic environment to the minimal level; or (c) that the project is authorized under the
NWP with specific modifications or conditions. Where the district engineer determines that
mitigation is required to ensure no more than minimal adverse effects occur to the aquatic
environment, the activity will be authorized within the 45 -day PCN period, with activity -specific
15

conditions that state the mitigation requirements. The authorization will include the necessary
conceptual or detailed mitigation or a requirement that the applicant submit a mitigation plan that
would reduce the adverse effects on the aquatic environment to the minimal level. When
mitigation is required, no work in waters of the United States may occur until the district
engineer has approved a specific mitigation plan or has determined that prior approval of a final
mitigation plan is not practicable or not necessary to ensure timely completion of the required
compensatory mitigation.
1. District Engineers have authority to determine if an activity complies with the terms
and conditions of an NWT.
2. NWPs do not obviate the need to obtain other federal, state, or local permits,
approvals, or authorizations required by law.
3. NWPs do not grant any property rights or exclusive privileges.
4. NWPs do not authorize any injury to the property or rights of others.
5. NWPs do not authorize interference with any existing or proposed Federal project.
Best management practices (BMPs): Policies, practices, procedures, or structures
implemented to mitigate the adverse environmental effects on surface water quality resulting
from development. BMPs are categorized as structural or non-structural.
Compensatory mitigation: The restoration (re-establishment or rehabilitation),
establishment (creation), enhancement, and/or in certain circumstances preservation of aquatic
resources for the purposes of offsetting unavoidable adverse impacts which remain after all
appropriate and practicable avoidance and minimization has been achieved.
Currently serviceable: Useable as is or with some maintenance, but not so degraded as to
essentially require reconstruction.
Direct effects: Effects that are caused by the activity and occur at the same time and
place.
Discharge: The term "discharge" means any discharge of dredged or fill material.
Enhancement: The manipulation of the physical, chemical, or biological characteristics of
an aquatic resource to heighten, intensify, or improve a specific aquatic resource function(s).
Enhancement results in the gain of selected aquatic resource function(s), but may also lead to a
decline in other aquatic resource function(s). Enhancement does not result in a gain in aquatic
resource area.
Ephemeral stream: An ephemeral stream has flowing water only during, and for a short
duration after, precipitation events in a typical year. Ephemeral stream beds are located above the
water table year-round. Groundwater is not a source of water for the stream. Runoff from rainfall
is the primary source of water for stream flow.
Establishment (creation): The manipulation of the physical, chemical, or biological
characteristics present to develop an aquatic resource that did not previously exist at an upland
site. Establishment results in a gain in aquatic resource area.
High Tide Line: The line of intersection of the land with the water's surface at the
maximum height reached by a rising tide. The high tide line may be determined, in the absence
16

of actual data, by a line of oil or scum along shore objects, a more or less continuous deposit of
fine shell or debris on the foreshore or berm, other physical markings or characteristics,
vegetation lines, tidal gages, or other suitable means that delineate the general height reached by
a rising tide. The line encompasses spring high tides and other high tides that occur with periodic
frequency but does not include storm surges in which there is a departure from the normal or
predicted reach of the tide due to the piling up of water against a coast by strong winds such as
those accompanying a hurricane or other intense storm.
Historic Property: Any prehistoric or historic district, site (including archaeological site),
building, structure, or other object included in, or eligible for inclusion in, the National Register
of Historic Places maintained by the Secretary of the Interior. This term includes artifacts,
records, and remains that are related to and located within such properties. The term includes
properties of traditional religious and cultural importance to an Indian tribe or Native Hawaiian
organization and that meet the National Register criteria (36 CFR part 60).
Independent utility: A_test to determine what constitutes a single and complete non-linear
project in the Corps regulatory program. A project is considered to have independent utility if it
would be constructed absent the construction of other projects in the project area. Portions of a
multi-phase project that depend upon other phases of the project do not have independent utility.
Phases of a project that would be constructed even if the other phases were not built can be
considered as separate single and complete projects with independent utility.
Indirect effects: Effects that are caused by the activity and are later in time or farther
removed in distance, but are still reasonably foreseeable.
Intermittent stream: An intermittent stream has flowing water during certain times of the
year, when groundwater provides water for stream flow. During dry periods, intermittent streams
may not have flowing water. Runoff from rainfall is a supplemental source of water for stream
flow.
Loss of waters of the United States: Waters of the United States that are permanently
adversely affected by filling, flooding, excavation, or drainage because of the regulated activity.
Permanent adverse effects include permanent discharges of dredged or fill material that change
an aquatic area to dry land, increase the bottom elevation of a waterbody, or change the use of a
waterbody. The acreage of loss of waters of the United States is a threshold measurement of the
impact to jurisdictional waters for determining whether a project may qualify for an NWP; it is
not a net threshold that is calculated after considering compensatory mitigation that may be used
to offset losses of aquatic functions and services. The loss of stream bed includes the linear feet
of stream bed that is filled or excavated. Waters of the United States temporarily filled, flooded,
excavated, or drained, but restored to pre-construction contours and elevations after construction,
are not included in the measurement of loss of waters of the United States. Impacts resulting
from activities eligible for exemptions under Section 404(f) of the Clean Water Act are not
considered when calculating the loss of waters of the United States.
Non-tidal wetland: A non-tidal wetland is a wetland that is not subject to the ebb and
flow of tidal waters. The definition of a wetland can be found at 33 CFR 328.3(b). Non-tidal
wetlands contiguous to tidal waters are located landward of the high tide line (i.e., spring high
tide line).
Open water: For purposes of the NWPs, an open water is any area that in a year with
normal patterns of precipitation has water flowing or standing above ground to the extent that an
ordinary high water mark can be determined. Aquatic vegetation within the area of standing or
17

flowing water is either non -emergent, sparse, or absent. Vegetated shallows are considered to be
open waters. Examples of "open waters" include rivers, streams, lakes, and ponds.
Ordinary High Water Mark: An ordinary high water mark is a line on the shore
established by the fluctuations of water and indicated by physical characteristics, or by other
appropriate means that consider the characteristics of the surrounding areas (see 33 CFR
328.3(e)).
Perennial stream: A perennial stream has flowing water year-round during a typical year.
The water table is located above the stream bed for most of the year. Groundwater is the primary
source of water for stream flow. Runoff from rainfall is a supplemental source of water for
stream flow.
Practicable: Available and capable of being done after taking into consideration cost,
existing technology, and logistics in light of overall project purposes.
Pre -construction notification: A request submitted by the project proponent to the Corps
for confirmation that a particular activity is authorized by nationwide permit. The request may be
a permit application, letter, or similar document that includes information about the proposed
work and its anticipated environmental effects. Pre -construction notification may be required by
the terms and conditions of a nationwide permit, or by regional conditions. A pre -construction
notification may be voluntarily submitted in cases where pre -construction notification is not
required and the project proponent wants confirmation that the activity is authorized by
nationwide permit.
Preservation: The removal of a threat to, or preventing the decline of, aquatic resources
by an action in or near those aquatic resources. This term includes activities commonly
associated with the protection and maintenance of aquatic resources through the implementation
of appropriate legal and physical mechanisms. Preservation does not result in a gain of aquatic
resource area or functions.
Re-establishment: The manipulation of the physical, chemical, or biological
characteristics of a site with the goal of returning natural/historic functions to a former aquatic
resource. Re-establishment results in rebuilding a former aquatic resource and results in a gain in
aquatic resource area and functions.
Rehabilitation: The manipulation of the physical, chemical, or biological characteristics
of a site with the goal of repairing natural/historic functions to a degraded aquatic resource.
Rehabilitation results in a gain in aquatic resource function, but does not result in a gain in
aquatic resource area.
Restoration: The manipulation of the physical, chemical, or biological characteristics of a
site with the goal of returning natural/historic functions to a former or degraded aquatic resource.
For the purpose of tracking net gains in aquatic resource area, restoration is divided into two
categories: re-establishment and rehabilitation.
Riffle and pool complex: Riffle and pool complexes are special aquatic sites under the
404(b)(1) Guidelines. Riffle and pool complexes sometimes characterize steep gradient sections
of streams. Such stream sections are recognizable by their hydraulic characteristics. The rapid
movement of water over a course substrate in riffles results in a rough flow, a turbulent surface,
and high dissolved oxygen levels in the water. Pools are deeper areas associated with riffles. A
slower stream velocity, a streaming flow, a smooth surface, and a finer substrate characterize
Pools.
Riparian areas: Riparian areas are lands adjacent to streams, lakes, and estuarine -marine
shorelines. Riparian areas are transitional between terrestrial and aquatic ecosystems, through
10

which surface and subsurface hydrology connects riverine, lacustrine, estuarine, and marine
waters with their adjacent wetlands, non -wetland waters, or uplands. Riparian areas provide a
variety of ecological functions and services and help improve or maintain local water quality.
(See general condition 23.)
Shellfish seeding: The placement of shellfish seed and/or suitable substrate to increase
shellfish production. Shellfish seed consists of immature individual shellfish or individual
shellfish attached to shells or shell fragments (i.e., spat on shell). Suitable substrate may consist
of shellfish shells, shell fragments, or other appropriate materials placed into waters for shellfish
habitat.
Single and complete linear project: A linear project is a project constructed for the
purpose of getting people, goods, or services from a point of origin to a terminal point, which
often involves multiple crossings of one or more waterbodies at separate and distant locations.
The term "single and complete project" is defined as that portion of the total linear project
proposed or accomplished by one owner/developer or partnership or other association of
owners/developers that includes all crossings of a single water of the United States (i.e., a single
waterbody) at a specific location. For linear projects crossing a single or multiple waterbodies
several times at separate and distant locations, each crossing is considered a single and complete
project for purposes ofNWP authorization. However, individual channels in a braided stream or
river, or individual arms of a large, irregularly shaped wetland or lake, etc., are not separate
waterbodies, and crossings of such features cannot be considered separately.
Single and complete non-linear project: For non-linear projects, the term "single and
complete project" is defined at 33 CFR 330.2(i) as the total project proposed or accomplished by
one owner/developer or partnership or other association of owners/developers. A single and
complete non-linear project must have independent utility (see definition of "independent
utility"). Single and complete non-linear projects may not be "piecemealed" to avoid the limits
in an NWP authorization.
Stormwater management: Stormwater management is the mechanism for controlling
stormwater runoff for the purposes of reducing downstream erosion, water quality degradation,
and flooding and mitigating the adverse effects of changes in land use on the aquatic
environment.
Stormwater management facilities: Stormwater management facilities are those facilities,
including but not limited to, stormwater retention and detention ponds and best management
practices, which retain water for a period of time to control runoff and/or improve the quality
(i.e., by reducing the concentration of nutrients, sediments, hazardous substances and other
pollutants) of stormwater runoff.
Stream bed: The substrate of the stream channel between the ordinary high water marks.
The substrate may be bedrock or inorganic particles that range in size from clay to boulders.
Wetlands contiguous to the stream bed, but outside of the ordinary high water marks, are not
considered part of the stream bed.
Stream channelization: The manipulation of a stream's course, condition, capacity, or
location that causes more than minimal interruption of normal stream processes. A channelized
stream remains a water of the United States.
Structure: An object that is arranged in a definite pattern of organization. Examples of
structures include, without limitation, any pier, boat dock, boat ramp, wharf, dolphin, weir,
boom, breakwater, bulkhead, revetment, riprap, jetty, artificial island, artificial reef, permanent
19

mooring structure, power transmission line, permanently moored floating vessel, piling, aid to
navigation, or any other manmade obstacle or obstruction.
Tidal wetland: A tidal wetland is a wetland (i.e., water of the United States) that is
inundated by tidal waters. The definitions of a wetland and tidal waters can be found at 33 CFR
328.3(b) and 33 CFR 328.3(fl, respectively. Tidal waters rise and fall in a predictable and
measurable rhythm or cycle due to the gravitational pulls of the moon and sun. Tidal waters end
where the rise and fall of the water surface can no longer be practically measured in a predictable
rhythm due to masking by other waters, wind, or other effects. Tidal wetlands are located
channelward of the high tide line, which is defined at 33 CFR 328.3(d).
Vegetated shallows: Vegetated shallows are special aquatic sites under the 404(b)(1)
Guidelines. They are areas that are permanently inundated and under normal circumstances have
rooted aquatic vegetation, such as seagrasses in marine and estuarine systems and a variety of
vascular rooted plants in freshwater systems.
Waterbodv:For purposes of the NWPs, a waterbody is a jurisdictional water of the
United States. If a jurisdictional wetland is adjacent —meaning bordering, contiguous, or
neighboring — to a waterbody determined to be a water of the United States under 33 CFR
328.3(a)(I)-(6), that waterbody and its adjacent wetlands are considered together as a single
aquatic unit (see 33 CFR 328.4(c)(2)). Examples of "waterbodies" include streams, rivers, lakes,
ponds, and wetlands.
M

Final Regional Conditions 2012
NOTICE ABOUT WEB LINKS IN THIS DOCUMENT.
The web links (both internal to our District and any external links to collaborating agencies) in
this document are valid at the time ofpublication. However, the Wilmington District Regulatory
Program web page addresses, as with other agency web sites, may change over the timeframe of
the five year Nationwide Permit renewal cycle, in response to policy mandates or technology
advances. While we will make every effort to check on the integrity of our web links and provide
re -direct pages whenever possible, we ask that you report any broken links to us so we can keep
the page information current and usable. We apologize in advanced for any broken links that
you may encounter, and we ask that you navigate from the regulatory home page (wetlands and
stream permits) of the Wilmington District Corps of Engineers, to the "Permits" section of our
web site to find links for pages that cannot be found by clicking directly on the listed web link in
this document.
Final 2012 Regional Conditions for Nationwide Permits (NWP) in the
Wilmington District
1.0 Excluded Waters
The Corps has identified waters that will be excluded from the use of all NWP's during certain
timeframes. These waters are:
1.1 Anadromous Fish Spawning Areas
Waters of the United States identified by either the North Carolina Division of Marine Fisheries
(NCDMF) or the North Carolina Wildlife Resources Commission (NCWRC) as anadromous fish
spawning areas are excluded during the period between February 15 and June 30, without prior
written approval from NCDMF or NCWRC and the Corps.
1.2 Trout Waters Moratorium
Waters of the United States in the twenty-five designated trout counties of North Carolina are
excluded during the period between October 15 and April 15 without prior written approval from
the NCWRC. (See Section 2.7 for a list of the twenty-five trout counties).
1.3 Sturgeon Spawning Areas as Designated by the National Marine Fisheries Service
(NMFS)
Waters of the United States designated as sturgeon spawning areas are excluded during the
period between February 1 and June 30, without prior written approval from the NMFS.
21

2.0 Waters Requiring Additional Notification
The Corps has identified waters that will be subject to additional notification requirements for
activities authorized by all NWP's. These waters are:
2.1 Western NC Counties that Drain to Designated Critical Habitat
For proposed activities within Waters of the U.S. that require a Pre -Construction Notification
pursuant to General Condition 31 (PCN) and are located in the sixteen counties listed below,
applicants must provide a copy of the PCN to the US Fish and Wildlife Service, 160 Zillicoa
Street, Asheville, North Carolina 28801. This PCN must be sent concurrently to the US Fish and
Wildlife Service and the Corps Asheville Regulatory Field Office. Please see General Condition
18 for specific notification requirements related to Federally Endangered Species and the
following website for information on the location of designated critical habitat.
Counties with tributaries that drain to designated critical habitat that require notification to the
Asheville US Fish and Wildlife Service: Avery, Cherokee, Forsyth, Graham, Haywood,
Henderson, Jackson, Macon Mecklenburg, Mitchell, Stokes, Surry, Swain, Transylvania, Union
and Yancey.
Website and office addresses for Endangered Species Act Information:
The Wilmington District has developed the following website for applicants which provides
guidelines on how to review linked websites and maps in order to fulfill NWP general condition
18 requirements: hqp://www.saw.usace.army.mil/wetlands/ESA
Applicants who do not have intemet access may contact the appropriate US Fish and Wildlife
Service offices listed below or the US Army Corps of Engineers at (910) 251- 4633:
US Fish and Wildlife Service
Asheville Field Office
160 Zillicoa Street
Asheville, NC 28801
Telephone: [phone]
Asheville US Fish and Wildlife Service Office counties: All
counties west of and including Anson, Stanly, Davidson, Forsyth and Stokes Counties
US Fish and Wildlife Service
Raleigh Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
Telephone: [phone]
Raleigh US Fish and Wildlife Service Office counties: all counties east of and including
Richmond, Montgomery, Randolph, Guilford, and Rockingham Counties.
22

2.2 Special Designation Waters
Prior to the use of any NWP in any of the following identified waters and contiguous wetlands in
North Carolina, applicants must comply with Nationwide Permit General Condition 31 (PCN).
The North Carolina waters and contiguous wetlands that require additional notification
requirements are:
"Outstanding Resource Waters" (ORW) or "High Quality Waters" (HQW) as designated by the
North Carolina Environmental Management Commission; "Inland Primary Nursery Areas"
(IPNA) as designated by the NCWRC; "Contiguous Wetlands" as defined by the North Carolina
Environmental Management Commission; or "Primary Nursery Areas" (PNA) as designated by
the North Carolina Marine Fisheries Commission.
2.3 Coastal Area Management Act (CAMA) Areas of Environmental Concern
Non-federal applicants for any NWP in a designated "Area of Environmental Concern" (AEC) in
the twenty (20) counties of Eastern North Carolina covered by the North Carolina Coastal Area
Management Act (CAMA) must also obtain the required CAMA permit. Development activities
for non-federal projects may not commence until a copy of the approved CAMA permit is
furnished to the appropriate Wilmington District Regulatory Field Office (Wilmington Field
Office — 69 Darlington Avenue, Wilmington, NC 28403 or Washington Field Office — 2407
West 5th Street, Washington, NC 27889).
2.4 Barrier Islands
Prior to the use of any NWP on a barrier island of North Carolina, applicants must comply with
Nationwide Permit General Condition 31 (PCN).
2.5 Mountain or Piedmont Bogs
Prior to the use of any NWP in a Bog classified by the North Carolina Wetland Assessment
Methodology (NCWAM), applicants shall comply with Nationwide Permit General Condition 31
(PCN). The latest version of NCWAM is located on the NC DWQ web site at:
httn://t)ortal.nedenr.ora/web/wq/s"/wsMdu/ncwam .
2.6 Animal Waste Facilities
Prior to use of any NWP for construction of animal waste facilities in waters of the US, including
wetlands, applicants shall comply with Nationwide Permit General Condition 31 (PCN).
2.7 Trout Waters
Prior to any discharge of dredge or fill material into streams or waterbodies within the twenty-
five (25) designated trout counties of North Carolina, the applicant shall comply with
Nationwide Permit General Condition 31 (PCN). The applicant shall also provide a copy of the
notification to the appropriate NCWRC office to facilitate the determination of any potential
23

impacts to designated Trout Waters. Notification to the Corps of Engineers will include a
statement with the name of the NC WRC biologist contacted, the date of the notification, the
location of work, a delineation of wetlands, a discussion of alternatives to working in the
mountain trout waters, why alternatives were not selected, and a plan to provide compensatory
mitigation for all unavoidable adverse impacts to mountain trout waters.
NCWRC and NC Trout Counties
Western Piedmont Region
Coordinator
Alleghany
Caldwell
Watauga
20830 Great Smoky Mtn.
Ex resswa
Ashe
Mitchell
Wilkes
Waynesville, NC 28786
Avery
Stokes
Swain
Telephone: [phone]
Burke
Surry
Transylvania
Mountain Region Coordinator
Buncombe
Henderson
Polk
20830 Great Smoky Mtn.
Expressway
Cherokee
Jackson
Rutherford
Waynesville, NC 28786
Clay
Macon
Swain
Telephone: [phone]
Graham
Madison
Transylvania
Fax: [phone]
Haywood
McDowell
Yancey
3.0 List of Corps Regional Conditions for All Nationwide Permits
The following conditions apply to all Nationwide Permits in the Wilmington District:
3.1 Limitation of Loss of Perennial Stream Bed
NWPs may not be used for activities that may result in the loss or degradation of greater than
300 total linear feet of perennial, intermittent or ephemeral stream, unless the District
Commander has waived the 300 linear foot limit for ephemeral and intermittent streams on a
case-by-case basis and he determines that the proposed activity will result in minimal individual
and cumulative adverse impacts to the aquatic environment. Loss of stream includes the linear
feet of stream bed that is filled, excavated, or flooded by the proposed activity. Waivers for the
loss of ephemeral and intermittent streams must be in writing and documented by
appropriate/accepted stream quality assessments*. This waiver only applies to the 300 linear feet
threshold for NWPs.
*NOTE: Applicants should utilize the most current methodology prescribed by Wilmington
District to assess stream function and quality. Information can be found at:
http://www.saw.usace.army.mil/wetlands/permits/nwp/nwp2012 (see "Quick Links")
1"'

3.2 Mitigation for Loss of Stream Bed
For,any NWP that results in a loss of more than 150 linear feet of perennial and/or
ephemeral/intermittent stream, the applicant shall provide a mitigation proposal to compensate
for more than minimal individual and cumulative adverse impacts to the aquatic environment.
For stream losses less than 150 linear feet, that require a PCN, the District Commander may
determine, on a case-by-case basis that compensatory mitigation is required to ensure that the
activity results in minimal adverse effect on the aquatic environment.
3.3 Pre -construction Notification for Loss of Streambed Exceeding 150 Feet.
Prior to use of any NWT for any activity which impacts more than 150 total linear feet of
perennial stream or ephemeral/ intermittent stream, the applicant must comply with Nationwide
Permit General Condition 31 (PCN). This applies to NWPs that do not have specific notification
requirements. If a NWP has specific notification requirements, the requirements of the NWP
should be followed.
3.4 Restriction on Use of Live Concrete
For all NWPs which allow the use of concrete as a building material, live or fresh concrete,
including bags of uncured concrete, may not come into contact with the water in or entering into
waters of the US. Water inside coffer dams or casings that has been in contact with wet concrete
shall only be returned to waters of the US when it is no longer poses a threat to aquatic
organisms.
3.5 Requirements for Using Riprap for Bank Stabilization
For all NWPs that allow for the use of riprap material for bank stabilization, the following
measures shall be applied:
3.5.1. Filter cloth must be placed underneath the riprap as an additional requirement of its use in
North Carolina waters.
3.5.2. The placement of riprap shall be limited to the areas depicted on submitted work plan
drawings.
3.5.3. The riprap material shall be clean and free from loose dirt or any pollutant except in trace
quantities that would not have an adverse environmental effect.
3.5.4. It shall be of a size sufficient to prevent its movement from the authorized alignment by
natural forces under normal conditions.
3.5.5. The riprap material shall consist of clean rock or masonry material such as, but not limited
to, granite, marl, or broken concrete.
25

3.5.6. A waiver from the specifications in this Regional Condition may be requested in writing.
The waiver will only be issued if it can be demonstrated that the impacts of complying with this
Regional condition would result in greater adverse impacts to the aquatic environment.
3.6 Safe Passage Requirements for Culvert Placement
For all NWPs that involve the construction/installation of culverts, measures will be included in
the construction/installation that will promote the safe passage of fish and other aquatic
organisms. The dimension, pattern, and profile of the stream above and below a pipe or culvert
should not be modified by widening the stream channel or by reducing the depth of the stream in
connection with the construction activity. The width, height, and gradient of a proposed culvert
should be such as to pass the average historical low flow and spring flow without adversely
altering flow velocity. Spring flow should be determined from gage data, if available. In the
absence of such data, bankfull flow can be used as a comparable level.
In the twenty (20) counties of North Carolina designated as coastal counties by the Coastal Area
Management Act (CAMA): All pipes/culverts must be sufficiently sized to allow for the burial of
the bottom of the pipe/culvert at least one foot below normal bed elevation when they are placed
within the Public Trust Area of Environmental Concern (AEC) and/or the Estuarine Waters AEC
as designated by CAMA, and/or all streams appearing as blue lines on United States Geological
Survey (USGS) 7.5 -minute quadrangle maps.
Circular
Culvert
I
12 Inches
4
Invert
In all other counties: Culverts greater than 48 inches in diameter will be buried at least one foot
below the bed of the stream. Culverts 48 inches in diameter or less shall be buried or placed on
the stream bed as practicable and appropriate to maintain aquatic passage, and every effort shall
be made to maintain the existing channel slope. The bottom of the culvert must be placed at a
26

depth below the natural stream bottom to provide for passage during drought or low flow
conditions.
Culverts are to be designed and constructed in a manner that minimizes destabilization and head
cutting. Destabilizing the channel and head cutting upstream should be considered and
appropriate actions incorporated in the design and placement of the culvert.
A waiver from the depth specifications in this condition may be requested in writing. The waiver
will be issued if it can be demonstrated that the proposal would result in the least impacts to the
aquatic environment.
All counties: Culverts placed within riparian and/or riverine wetlands must be installed in a
manner that does not restrict the flow and circulation patterns of waters of the United States.
Culverts placed across wetland fills purely for the purposes of equalizing surface water do not
have to be buried.
3.7 Notification to NCDENR Shellfish Sanitation Section
Applicants shall notify the NCDENR Shellfish Sanitation Section prior to dredging in or
removing sediment from an area closed to shell fishing where the effluent may be released to an
area open for shell fishing or swimming in order to avoid contamination from the disposal area
and cause a temporary shellfish closure to be made. Such notification shall also be provided to
the appropriate Corps of Engineers Regulatory Field Office. Any disposal of sand to the ocean
beach should occur between November 1 and April 30 when recreational usage is low. Only
clean sand should be used and no dredged sand from closed shell fishing areas may be used. If
beach disposal were to occur at times other than stated above or if sand from a closed shell
fishing area is to be used, a swimming advisory shall be posted, and a press release shall be
issued by the permittee.
3.8 Preservation of Submerged Aquatic Vegetation
Adverse impacts to Submerged Aquatic Vegetation (SAV) are not authorized by any NWP
within any of the twenty coastal counties defined by North Carolina's Coastal Area Management
Act of 1974 (LAMA).
3.9 Sedimentation and Erosion Control Structures and Measures
3.9.1. All PCNs will identify and describe sedimentation and erosion control structures and
measures proposed for placement in waters of the US. The structures and measures should be
depicted on maps, surveys or drawings showing location and impacts to jurisdictional wetlands
and streams.
27

4.0 Additional Regional Conditions for Specific Nationwide Permits
4.1 NWP #27 — Aquatic Habitat Restoration, Establishment, and Enhancement Activities.
4.1.1. If you are under contract to the North Carolina Ecosystem Enhancement Program
(NCEEP) and are supplying a PCN for impacts associated with a mitigation project that will be
used to supply mitigation credits to NCEEP, the PCN must include a cover letter from the
NCEEP stating that they have reviewed and approved your restoration plan.
M.

Beverly Eaves Perdue
Governor
Charles Wakild, P. E.
Director
March 30, 2012
Resources
Dee Freeman
Secretary
DWQ Project # 12-0107
Beaufort County
PCS Phosphate Company, Inc
1530 NC Hwy 306 South NOT A CAMA PERMIT
Aurora NC 27806
Subject Property: P and U Lands Restoration Site, Phases 1, 2, and 3VAP 9 2012
Gum Swamp Run [TAR07 29-28-3; C, Sw, NSW]
Approval of 401 Water Quality Certification with Additional Conditions
Dear Mr. Furness:
You have our approval, in accordance with the attached conditions and those listed below,
to place fill within or otherwise temporarily impact 381 acres of wetlands by soil disturbance
and fill/plug 15.19 acres of waters for the purpose of wetland restoration/reestablishment and
enhancement at the subject property, as described within your application dated February
1 st, 2012 and received by the N.C. Division of Wafer Quality (DWQ) on February 9t" , 2012. After
reviewing your application, the proposed impacts are covered by General Water Quality
Certification Number(s) 3689 (GC3689). The Certifications) allows you to use Nationwide
Permit(s) 27 when issued by the US Army Corps of Engineers (USACE). In addition, you should
obtain or otherwise comply with any other required federal, state or local permits before you
go ahead with your project including (but not limited to) Erosion and Sediment Control, Non -
discharge, and Stormwater regulations. Also, this approval to proceed with your proposed
impacts or to conduct impacts to waters as depicted in your application shall expire upon
expiration of the 404 or CAMA Permit.
This approval is for the purpose and design that you described in your application. If you
change your project, you must notify us and you may be required to send us a new
application. If the property is sold, the new owner must be given a copy of this Certification
and approval letter and is thereby responsible for complying with all conditions. If total fills for
this project (now or in the future) exceed one acre of wetland or 150 linear feet of stream,
compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h). This
approval requires you to follow the conditions listed in the attached certification and any
additional conditions listed below.
The Additional Conditions of the Certification are:
North Carolina Division of Water Quality Internet: www_newatet:c�ualit ;org
943 Washington Square Mall Phone: [phone]
Washington, NC 27889 FAX [phone]
An Equal Opportunity/Affirmative Action Employer — 50% Recycled110% Post Consumer Paper
NoithCarolina
Naturallff

Page 2 of 4
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:
2. Erosion & Sediment Control Practices
Erosion and sediment control practices must be in full compliance with all specifications
governing the proper design, installation and operation and maintenance of such Best
Management Practices in order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed,
installed, operated, and maintained in accordance with the most recent version of
the North Carolina Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion
control measures must be such that they equal, or exceed, the requirements
specified in the most recent version of the North Carolina Sediment and Erosion
Control Manual. The devices shall be maintained on all construction sites, borrow
sites, and waste pile (spoil) projects, including contractor -owned or leased borrow
pits associated with the project.
c. For borrow pit sites, the erosion and sediment control measures must be designed,
installed, operated, and maintained in accordance with the most recent version of
the North Carolina Surface Mining Manual.
d. The reclamation measures and implementation must comply with the reclamation
in accordance with the requirements of the Sedimentation Pollution Control Act
and the Mining Act of 1971.
e. If the project occurs in waters or watersheds classified as Primary Nursery Areas
(PNAs), Trout (Tr), SA, WS -I, WS -II, High Quality (HQW), or Outstanding Resource
(ORW) waters, then the sediment and erosion control requirements contained
within Design Standards in Sensitive Watersheds (15A NCAC 04B .0124) supercede
all other sediment and erosion control requirements.
3. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas
beyond the footprint of the impacts depicted in the Pre -Construction Notification and
authorized by this written approval, including incidental impacts. All construction activities,
including the design, installation, operation, and maintenance of sediment and erosion
Amount Approved
Plan Location or
Units
Reference
Stream
(feet)
404 Wetlands
381 (acres)
PCN Information
a.
ff. _
Package
Waters
15.19 (acres)''
PCN Information
Package
Buffers
(square ft.)
2. Erosion & Sediment Control Practices
Erosion and sediment control practices must be in full compliance with all specifications
governing the proper design, installation and operation and maintenance of such Best
Management Practices in order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed,
installed, operated, and maintained in accordance with the most recent version of
the North Carolina Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion
control measures must be such that they equal, or exceed, the requirements
specified in the most recent version of the North Carolina Sediment and Erosion
Control Manual. The devices shall be maintained on all construction sites, borrow
sites, and waste pile (spoil) projects, including contractor -owned or leased borrow
pits associated with the project.
c. For borrow pit sites, the erosion and sediment control measures must be designed,
installed, operated, and maintained in accordance with the most recent version of
the North Carolina Surface Mining Manual.
d. The reclamation measures and implementation must comply with the reclamation
in accordance with the requirements of the Sedimentation Pollution Control Act
and the Mining Act of 1971.
e. If the project occurs in waters or watersheds classified as Primary Nursery Areas
(PNAs), Trout (Tr), SA, WS -I, WS -II, High Quality (HQW), or Outstanding Resource
(ORW) waters, then the sediment and erosion control requirements contained
within Design Standards in Sensitive Watersheds (15A NCAC 04B .0124) supercede
all other sediment and erosion control requirements.
3. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas
beyond the footprint of the impacts depicted in the Pre -Construction Notification and
authorized by this written approval, including incidental impacts. All construction activities,
including the design, installation, operation, and maintenance of sediment and erosion

Page 3 of 4
control Best Management Practices, shall be performed so that no violations of state water
quality standards, statutes, or rules occur.
4. No Impacts Beyond those in Application
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas
beyond the footprint of the impacts depicted in the Pre -Construction Notification. All
construction activities, including the design, installation, operation, and maintenance of
sediment and erosion control Best Management Practices, shall be performed so that no
violations of state water quality standards, statutes, or rules occur.
5. No Sediment & Erosion Control Measures w/n Wetlands or Waters
Sediment and erosion control measures shall not be placed in wetlands or waters without
prior approval by DWQ. If placement of sediment and erosion control devices in wetlands
and waters is unavoidable, then design and placement of temporary erosion control
measures shall not be conducted in a manner that may result in dis-equilibrium of wetlands
or stream beds or banks, adjacent to or upstream and down stream of the above structures.
All devices shall be removed and the natural grade restored within two (2) months of the
date that the Division of Land Resources has released the project.
6. Work in the Dry
All work in or adjacent to stream waters shall be conducted in a dry work area. Approved
best management practices from the most current version of the NC Sediment and Erosion
Control Manual, or the NC DOT Construction and Maintenance Activities Manual, such as
sandbags, rock berms, cofferdams, and other diversion structures shall be used to minimize
excavation in flowing water.
7. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or
applicable Buffer Rules, and any subsequent modifications, the applicant is required to
return the attached certificate of completion to the 401 Oversight/Express Review
Permitting Unit, North Carolina Division of Water Quality, 1650 Mail Service Center, Raleigh,
NC, 27699-1650.
9. The applicant/permittee and their authorized agents shall conduct all activities in a
manner consistent with State water quality standards (including any requirements resulting
from compliance with §303(d) of the Clean Water Act), and any other appropriate
requirements of State and Federal Law. If the Division determines that such standards or
laws are not being met, including failure to sustain a designated or achieved use, or that
State or Federal law is being violated, or that further conditions are necessary to assure
compliance, then the Division may reevaluate and modify this General Water Quality
Certification.
Violations of any condition herein set forth may result in revocation of this Certification and
may result in criminal and/or civil penalties. The authorization to proceed with your proposed

Page 4 of 4
impacts or to conduct impacts to waters as depicted in your application and as authorized by
this Certification shall expire upon expiration of the 404 or CAMA Permit.
If you do not accept any of the conditions of this Certification (associated with the approved
wetland or stream impacts), you may ask for an adjudicatory hearing. You must act within 60
days of the date that you receive this letter. To ask for a hearing, send a written petition,
which conforms to Chapter 150B of the North Carolina General Statutes to the Office of
Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This certification
and its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean
Water Act 15A NCAC 02H..0500. If you have any questions, please telephone Amy Adams of
the Washington Regional Office at 252-948-3917 or Ian McMillan of the 401 Webscape Unit at
919-807-6364
Sincerely,
F Chuck Wa
Enclosures: Certificate of Completion
GC 3689
cc: Corps of Engineers Washington Regulatory Field Office
DWQ 401 Oversight/Express Unit
DCM, Doug Huggett, Morehead District Office
DLR, Pat McClain, WaRO
File copy
Filename: 12-0107_P_ULands_3689/aa

Water Quality Certification Number 3689 is issued in conformity with the requirements of Section
401, Public Laws 92-500 and 95-217 of the United States and subject to the North Carolina
Division of Water Quality Regulations in 15A NCAC 2H .0500 and 15A NCAC 2B.0200 for the
discharge of fill material to waters as described in 33 CFR 330 Appendix A (B) (13) and (27) of
the Corps of Engineers regulations (i.e., Nationwide Permit Numbers 13 and 27) and Regional
Permit 197800080. The category of activities shall include stream bank stabilization or stream
restoration activity as long as impacts to waters or significant wetlands are minimized; wetland
and riparian restoration or creation; and the construction and maintenance of bulkheads on non -
Federal Energy Regulatory Commission (FERC) lakes.
The State of North Carolina certifies that the specified category of activity will not violate.
applicable portions of Sections 301, 302, 303, 306 and 307 of the Public Laws 92-500 and 95-217
if conducted in accordance with the conditions set forth.
All proposed fill or modification of wetlands and/or waters, including streams and streambanks,
under this General Certification requires application to, and written approval from the Division of
Water Quality (the "Division"), regardless of the purpose of the restoration, enhancement,
stabilization, or creation activity.
Bank Stabilization projects qualifying for Nationwide Permit 13 for erosion protection of up to 500
feet of stream banks to protect property are exempt from the requirement for written approval.
Any impacts to riparian buffers associated with this work in the Neuse, Tar -Pamlico, Randleman
and Catawba River Basins (or any other basins with Riparian Area Protection Rules [Buffer
Rules] in effect at the time of application [in accordance with 15A NCAC 2B .0200]) will require
written approval, unless the activities are listed as "EXEMPT" from these Rules.
In accordance with North Carolina General Statute Section 143-215.3D(e), written approval for a
401 Water Quality General Certification must include the appropriate fee. If a project also
requires a CAMA Permit, then one payment to both agencies shall be submitted and will be the
higher of the two fees.
Conditions of Certification:
1. Activities shall meet the definitions, design, and monitoring protocols specified within the US
Army Corps of Engineers Wilmington District Regulatory Guidance Letter (RGL02-02) and
the Stream Mitigation Guidelines (April 2003) or any subsequent updates to these
documents.
2. No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas
beyond the footprint of the impacts depicted in the Pre -construction Notification and/or those
authorized by this Certification, including incidental impacts. All construction activities,
including the design, installation, operation, and maintenance of sediment and erosion control
Water Quality Certification No. 3689

lMyrortUMME
Best Management Practices, shall be performed so that no violations of state water quality
standards, statutes, or rules occur.
3. Standard Erosion and Sediment Control Practices
Erosion and sediment control practices must be in full compliance with all specifications
governing the proper design, installation and operation and maintenance of such Best
Management Practices:
a. Design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal, or exceed, the requirements specified in the
most recent version of the North Carolina Sediment and Erosion Control Manual. The
devices shall be maintained on all construction sites, borrow sites, and waste pile (spoil)
projects, including contractor -owned or leased borrow pits associated with the project.
b. For borrow pit sites, the erosion and sediment control measures must be designed,
installed, operated, and maintained in accordance with the most recent version of the
North Carolina Surface Mining Manual.
c. Reclamation measures and implementation must comply with the requirements of the
Sedimentation Pollution Control Act and the Mining Act of 1971.
d. Sufficient materials required for stabilization and/or repair of erosion control measures
and stormwater routing and treatment shall be on site at all times, .except for publicly
funded linear transportation projects when materials can be accessed offsite in a timely
manner..
e. If the project occurs in waters or watersheds classified as Primary Nursery Areas
(PNA's), Trout (Tr), SA, WS -I, WS -II, High Quality (HQW), or Outstanding Resource
(ORW) waters, then the sediment and erosion control requirements contained within
Design Standards in Sensitive Watersheds (15A NCAG 04B .0124) supercede all other
sediment and erosion control requirements.
4. No Sediment and Erosion Control Measures in Wetlands or Waters
Sediment and erosion control measures should not be placed in wetlands or waters outside
of the permitted impact areas without prior approval by the Division. If placement of sediment
and erosion control devices in wetlands and waters is unavoidable, design and placement of
temporary erosion control measures shall not be conducted in a manner that may result in
dis-equilibrium of wetlands or stream beds or banks, adjacent to or upstream and down
stream of the above structures. All sediment and erosion control devices shall be removed
and the natural grade restored within two (2) months of the date that the Division of Land
Resources or locally delegated program has released the project.
5. Construction Stormwater Permit NCG010000
Upon the approval of an Erosion and Sedimentation Control Plan issued by the Division of
Land Resources (DLR) or a DLR delegated local erosion and sedimentation control program,
an NPDES General stormwater permit (N00010000) administered by the Division is
automatically issued to the project. This General Permit allows stormwater to be discharged
during land disturbing construction activities as stipulated by conditions in the permit. If your
project is covered by this permit [applicable to construction projects that disturb one (1) or
more acres], full compliance with permit conditions including the sedimentation control plan,
self-monitoring, record keeping and reporting requirements are required. A copy of this
permit and monitoring report forms may be found at
htto://h2o,enr.state.nc.us/su/Forms Documents.htm.
The North Carolina Department of Transportation (NCDOT) shall be required to be in full
compliance with the conditions related to construction activities within the most recent version
of their individual NPDES (NCS000250) stormwater permit.
Water Quality Certification No. 3689

6. Construction Moratoriums and Coordination
If activities must occur during periods of high biological activity (i.e. sea turtle or bird nesting),
then biological monitoring may be required at the request of other state or federal agencies
and coordinated with these activities. This condition can be waived through written
concurrence on a case by case basis upon reasonable justification.
All moratoriums on construction activities established by the NC Wildlife Resources
Commission (WRC), US Fish and Wildlife Service (USFWS), NC Division of Marine Fisheries.
(DMF), or National Marine Fisheries Service (NMFS) to lessen impacts on trout, anadromous
fish, larval/post-larval fishes and crustaceans, or other aquatic species of concern shall be
implemented. This condition can be waived through written concurrence on a case by case
basis upon reasonable justification.
Work within the twenty-five (25) designated trout counties or identified state or federal
endangered or threatened species habitat shall be coordinated with the appropriate WRC,
USFWS, NMFS, and/or DMF personnel.
NC Wildlife Resources Commission will not object to construction of Natural Resources
Conservation Service (NRCS)'urgent and compelling' sites during the spawning period
provided these projects are, to the extent appropriate and practical, constructed by:
a. Using flow diversion structures such as sandbags;
b. Placing large -size rock toes and filter cloth backing for stabilization sites before
backfilling; and
c. Excavating new channel alignments in dry areas.
Construction at non `urgent and compelling' sites shall not occur during the spawning period
to minimize the potential adverse effects of multiple construction activities on trout or
anadromous fish resources in this stream.
7. Work in the Dry
All work in or adjacent to stream waters shall be conducted in a dry work area. Approved
best management practices from the most current version of the NC Sediment and Erosion
Control Manual, or the NC DOT Construction and Maintenance Activities Manual, such as
sandbags, rock berms, cofferdams, and other diversion structures shall be used to minimize
excavation in flowing water. Exceptions to this condition require submittal to, and approval
by, the Division.
8. Riparian Area Protection (Buffer) Rules
Activities located in the protected 50 -foot wide riparian areas (whether jurisdictional wetlands
or not) within the Neuse, Tar -Pamlico, Randleman, Catawba (or any other basin with buffer
rules), shall be limited to "uses" identified within and constructed in accordance with 15A
NCAC 2B .0233, .0259, .0250 and .0243, and shall be located, designed, constructed, and
maintained to have minimal disturbance to protect water quality to the maximum extent
practicable through the use of best management practices. All buffer rule requirements,
including diffuse flow requirements, must be met.
9. Water Supply Watershed Buffers
The 100 -foot wide (high-density development) or the 30 -foot wide vegetative buffer (all other
development) must be maintained adjacent to all perennial waters except for allowances as
Water Quality Certification No. 3689

provided in the Water Supply Watershed Protection Rules [15A NCAC 2B .0212 through
.0215].
10. If concrete is used during,the construction, then a dry work area should be maintained to
prevent direct contact between curing concrete and stream water. Water that inadvertently
contacts uncured concrete should not be discharged to surface waters due to the potential for
elevated pH and possible aquatic life/fish kills.
11. Any rip -rap shall be of such a size and density so as not to be able to be carried off by wave
or current action and consist of clean rock or masonry material free of debris or toxic
pollutants. Rip -rap shall not be installed in the streambed except in specific areas required for
velocity control and to ensure structural integrity of bank stabilization measures. If rip -rap is
to be installed within the streambed, the amount and location must be -approved in writing by
the Division of Land Resources and Division of Water Quality. However, rock vanes, wing
deflectors, and similar structures for grade control and bank protection are acceptable.
12. If an environmental document is required under NEPA or SEPA, then this General
Certification is not valid until a Finding of No Significant Impact or Record of Decision is
issued by the State Clearinghouse.
13. Additional site-specific conditions may be added to the written approval attached to this
Certification in order to ensure compliance with all applicable water quality and effluent
standards.
14.This Certification shall expire three (3) years from the date of the approval letter from DWQ or
on the same day as the corresponding Nationwide Permit, In accordance with General
Statute 136-44.78, certifications issued to the NCDOT shall expire only upon expiration of the
federal 404 Permit. The conditions in effect on the date of issuance of Certification for a
specific project shall remain in effect for the life of the project, regardless of the expiration
date of this Certification. If the construction process for approved activities will overlap the
expiration and renewal date of the corresponding 404 Permit and the Corps allows for
continued use of the 404 Permit, then the General Certification shall also remain in effect
without requiring re-application and re -approval to use this Certification for the specific
impacts. already approved.
15. The applicant/permittee and their authorized agents shall conduct all activities in a manner
consistent with State water quality standards (including any requirements resulting from
compliance with §303(d) of the Clean Water Act), and any other appropriate requirements of
State and Federal Law. If the Division determines that such standards or laws are not being
met, including failure to sustain a designated or achieved use, or that State or Federal law is
being violated, or that further conditions are necessary to assure compliance, then the
Division may reevaluate and modify this General Water Quality Certification.
16. Certificate of Completion
When written authorization is required for use of this certification, upon completion of all
permitted impacts included within the approval and any subsequent modifications, the
applicant shall be required to return the certificate of completion attached to the approval.
One copy of the certificate shall be sent to the DWQ Central Office in Raleigh at 1650 Mail
Service Center, Raleigh, NC, 27699-1650.
Non-compliance with or violation of the conditions herein set forth by a specific project shall result
in revocation of this Certification for the project and may also result in criminal and/or civil
penalties.
Water Quality Certification No. 3689 4

The Director of the North Carolina Division of Water Quality may require submission of a formal
application for Individual Certification for any project in this category of activity if it is determined
that the project is likely to have a significant adverse effect upon water quality including state or
federally listed endangered or threatened aquatic species or degrade the waters so that existing
uses of the wetland or downstream waters are precluded.
Public hearings may be held for specific applications or group of applications prior to a
Certification decision if deemed in the public's best interest by the Director of the North Carolina
Division of Water Quality.
Effective date: November 1, 2007
DIVISION OF WATER QUALITY
By
a.
Coleen H. Sullins
Director
History Note: Water Quality Certification Number 3689 replaces Water Quality Certification
(WQC) Number 3399 issued March 2003, Water Quality Certification (WQC) Number 3495
issued December 31, 2004, and Water Quality Certification (WQC) Number 3626 issued March
2007, This WQC is rescinded when the Corps of Engineers reauthorizes Nationwide Permits 13
or 27 or Regional Permit 197800080 or when deemed appropriate by the Director of the Division
of Water Quality.
Water Quality Certification No. 3689

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PACKING SLIP
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P and U Lands Mitigation Site Phase 2
PCS Phosphate
Company, Inc.
As -Built Report Anoendix B
June 2014

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PACKING SLIP
ARBORGEN�
P and U Lands Mitigation Site Phase 2
PCS Phosphate
Company, Inc.
As -Built Report Aooendix B
June 2014

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P and U Lands Mitigation Site Phase 2 PCS Phosphate Company, Inc.
As -Built Report ADoendix B June 2014

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P and U Lands Mitigation Site Phase 2
PCS Phosphate
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As -Built Report Aooendix B
June 2014

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Seedling Distribution Sheet006328+
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Time:a.m. p.m. t ' Ship to Location:
Totals
Package Temperature Carrier Name`'
Van Temperature Driver Signature_
Number of Racks' CustomerorAuthoriSignature
ArborGen Employee Signature
PACKING SLIP ARBORGEN
P and U Lands Mitigation Site Phase 2 PCS Phosphate Company, Inc.
As -Built Report ADoendix B June 2014
Lift Date
Species
Family
Seedlot
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Pallet Tag #'s
Treatment-
Pounce,
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Avg. Sldgs/
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PACKING SLIP ARBORGEN
P and U Lands Mitigation Site Phase 2 PCS Phosphate Company, Inc.
As -Built Report ADoendix B June 2014

Seedling Distribution Sheet
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South Carolina SuperTree Nursery
Super. a 5594 Highway 38 South
S&dfitW Blenheim, SC 29516
Circle One: (OT or NOT
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Phone: [phone]
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P and U Lands Mitigation Site Phase 2 PCS Phosphate Company, Inc.
As -Built Report ADoendlX B June 2014
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P and U Lands Mitigation Site Phase 2 PCS Phosphate Company, Inc.
As -Built Report ADoendlX B June 2014

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P and U Lands Mitigation Site Phase 2
As -Built Report ADDendix B
PCS Phosphate Company, Inc.
June 2014
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P and U Lands Mitigation Site Phase 2
As -Built Report ADDendix B
PCS Phosphate Company, Inc.
June 2014

APPENDIX C
P AND U LANDS PHASE 2
SELECTED PHOTOGRAPHS

Photo 1. Helicopter used for herbicide application May 2012.
Photo 2. Post -timbering debris pile collection north side Small Road.
P and U Lands Mitigation Site Phase 2 C-1 PCS Phosphate Company, Inc.
As -Built Report June 2014

.rte a.�.. ,�. �. . � ~���•..: �- •�Z�
Photo 3. Perimeter ditch south side of Small Road; view'
to W.
.�• -. _"�" __ ':.tea-.
. ...ori Yom•" � -.- ti+..-y;.� ... .ate. ..
Photo 4. Perimeter ditch south side Small Road near E- E; view to E.
P and U Lands Mitigation Site Phase 2 C-2 PCS Phosphate Company, Inc.
As -Built Report June 2014

Photo 5. Perimeter ditch at corner of Royal Road near well 87; view N.
(1.24.13)
Photo 6. Planters in Phase 2 near monitoring well 68; view NNE.
P and U Lands Mitigation Site Phase 2 C-3 PCS Phosphate Company, Inc.
As -Built Report June 2014