20090969 Ver 3_Mitigation Plans_20091001 (2)

FINAL MITIGATION PLAN
PROCTOR FARM MITIGATION SITE
Developed Through
PRESERVATION OF
WETLANDS AND STREAMS
ADJACENT TO ROCKY BRANCH
Wake County, North Carolina
PREPARED BY:
HAZEN AND SAWYER HAZEN AND SAWYER
Environmental Engineers & Scientists 4011 WESTCHASE BOULEVARD
RALEIGH, NORTH CAROLINA 27607
AND
AXIOM ENVIRONMENTAL, INC.
20 ENTERPRISE STREET, SUITE 7
RALEIGH, NORTH CAROLINA 27607
Axiom Environmental, Inc.
OCTOBER 2009
EXECUTIVE SUMMARY
The City of Raleigh proposes the establishment of the Proctor Farm stream and wetland
mitigation site along Rocky Branch (hereafter the Mitigation Site) located approximately 4 miles
west of Zebulon in eastern Wake County, immediately south of Riley Hill Road and north of
Doc Proctor Road. The Mitigation Site is anticipated to be one of several included in an
umbrella stream and wetland mitigation bank sponsored by the City of Raleigh. The Mitigation
Site is located within the Neuse River Basin in 14-digit USGS Cataloging Unit 03020201180020
of the South Atlantic/Gulf Region (NCDWQ Subbasin Number 03-04-06).
The proposed Mitigation Site encompasses 82.6 acres of land that includes 28.5 acres of forested
and/or marsh wetlands. The Mitigation Site also encompasses approximately 8,284 linear feet of
stream associated with Rocky Branch and unnamed tributaries to Rocky Branch. Land uses in
the vicinity of these wetlands and streams include pasture, agriculture, residential, and
unmanaged forest. A County-owned wastewater treatment lagoon and spray irrigation field is
also located at the western boundary of the Mitigation Site. Protection of Mitigation Site
resources through conservation instruments or restrictive covenants will promote the
sustainability and/or improvement of aquatic resources in the Rocky Branch watershed, as well
as downstream of the Mitigation Site, which are under increasing pressure from development.
The proposed Mitigation Site is currently owned by Wake County and was purchased with
County Open Space Program bond funds. The bonds have a life of 20 years, after which time the
County could elect to change the use of the property. Wetland and stream functions currently
provided include flood attenuation, slow release of water to maintain stream baseflow, removal
of watershed pathogens, a sink for particulate and soluble matter (including nutrients), aquatic
and riparian habitat, and landscape-scale wildlife travel corridors. As Open Space lands, without
further protection, the property is set aside for natural resource protection and passive recreation.
Uses for Open Space properties include greenways; trails (paved/unpaved); parking lots;
amenities such as restrooms, benches, water fountains, picnic tables and playgrounds; and open
play areas.
The primary goal of this wetland and stream mitigation project focuses on removing a threat to
and preventing a decline of aquatic resources on a watershed scale by an action in or near those
aquatic resources. This goal will be accomplished through the following measures:
• Protecting, on a watershed scale, streams in eastern Wake County from nonpoint sources
of pollution associated with urban service area expansion and development.
• Promoting water quality by protecting jurisdictional wetlands adjacent to Mitigation Site
streams and tributaries.
• Perpetually providing a diverse wooded vegetative buffer adjacent to Mitigation Site
streams and wetlands.
• Promoting floodwater attenuation by a) allowing bankfull stream flows to develop over
time and b) protecting vegetation on Mitigation Site floodplains to increase frictional
resistance on floodwaters crossing the Mitigation Site.
• Improving aquatic habitat by promoting stable stream banks, shading open waters, and
providing structure within the Mitigation Site.
i
Proctor Farm Mitigation Plan October 30, 2009
• Providing a wildlife corridor and refuge in an area rapidly expanding with residential and
commercial development.
This Mitigation Site plan includes 1) preservation of 8,284 linear feet of streams, 2) preservation
of 28.5 acres of jurisdictional wetlands, and 4) establishment of a permanent conservation
easement to encompass all mitigation activities, as well as a 100-foot riparian buffer adjacent to
streams and a 50-foot riparian buffer adjacent to wetlands and ponds.
Preservation options outlined in this report are as follows:

Proposed Mitigation Proposed Mitigation Proposed Credits
Activity Streams

(linear feet) Wetlands

(acres)
Stream Credits
Wetland Credits
Stream Preservation 8,284 1,657
Wetland Preservation 28.5 5.7
Total: 1,657 Total: 5.7
After completion, the Mitigation Site will offer 1,657 stream mitigation credits and 5.7
wetland mitigation credits. The proposed mitigation credits provided in the table above are
based on a delineation of Mitigation Site resources conducted by Axiom Environmental, Inc. in
July and August 2009 and verified by United States Army Corps of Engineers (USACE)
representative Monte Matthews in the field on September 16, 2009. Detailed quantities of
streams, wetlands, and wooded buffers within the Mitigation Site are based on a survey of the
delineation conducted by K2 Design Group, a Professional Land Surveyor (Appendix B).
Three federally protected species are listed for Wake County: dwarf wedgemussel (Alasmidonta
heterodon), red-cockaded woodpecker (Picoides borealis), and Michaux's sumac (Rhus
michauxii). Each of these species is listed as Endangered. Additionally, the bald eagle
(Haliaeetus leucocephalus) is protected by the Bald and Golden Eagle Protection Act, and 15
Federal Species of Concern (FSC) are listed for Wake County.
While unlikely to support habitat for red-cockaded woodpecker, the Mitigation Site may support
suitable habitat for dwarf wedgemussel within stream channels and Michaux's sumac in open
areas and along woodland edges. With a range of habitats, including pine forest, mixed
hardwood forest, marsh, and open areas, the Mitigation Site may provide suitable habitat for bald
eagle and any or all of the 15 FSC species. No FSC mussels were found within 2 miles
downstream of the Mitigation Site outfall during surveys performed in 2007 (The Catena Group
2008). Additionally, the potential creation of a large, open body of water in the near vicinity (the
proposed Little River Reservoir) may induce bald eagle to utilize portions of the Mitigation Site
for nesting.
n
Proctor Farm Mitigation Plan October 30, 2009
TABLE OF CONTENTS
EXECUTIVE SUMMARY ..........................................................................................................i
1.0 INTRODUCTION ............................................................................................................. .1
2.0 OBJECTIVES ................................................................................................................... .1
3.0 SITE SELECTION ............................................................................................................ .3
4.0 SITE PROTECTION INSTRUMENT ............................................................................... .3
5.0 BASELINE INFORMATION ........................................................................................... .3
5.1 Physiography, Topography, and Land Use ................................................................ .4
5.2 Jurisdictional Streams and Wetlands ..........................................................................4
5.3 Water Quality ............................................................................................................5
5.4 Vegetation .................................................................................................................6
5.5 Soils and Land Form .................................................................................................6
5.6 Federally Protected Species .......................................................................................7
6.0 DETERMINATION OF CREDITS ....................................................................................8
6.1 Credit Determination .................................................................................................8
6.2 Proposed Credit Release Schedule .............................................................................9
7.0 MITIGATION WORK PLAN .......................................................................................... ..9
7.1 Stream Preservation ................................................................................................. 10
7.2 Wetland Preservation ............................................................................................... 10
8.0 MAINTENANCE PLAN .................................................................................................. 10
9.0 PERFORMANCE STANDARDS .................................................................................... 10
10.0 MONITORING REQUIREMENTS ................................................................................. 11
11.0 LONG-TERM MANAGEMENT PLAN .......................................................................... 11
12.0 ADAPTIVE MANAGEMENT PLAN .............................................................................. 11
13.0 FINANCIAL ASSURANCES .......................................................................................... 11
14.0 CORPORATE EXPERIENCE ......................................................................................... 11
15.0 REFERENCES ................................................................................................................. 13
Appendix A. Figures
Appendix B. Delineation Survey Mapping
LIST OF FIGURES
Figure 1. Project Location
Figure 2. Hydrologic Unit Map
Figure 3. Topography and Drainage Area
Figure 4. Existing Conditions
Figure 5. NRCS Soils
Figure 6. Mitigation Potential
LIST OF TABLES
Table 1. Existing Stream Characteristics ....................................................................................5
Table 2. Proctor Farm Mitigation Site Soils ................................................................................7
Table 3. FSC Species Listed for Wake County ...........................................................................8
Table 4. Proposed Mitigation Quantities vs. Mitigation Credits ..................................................9
Table 5. Proposed Credit Release Schedule ................................................................................9
Proctor Farm Mitigation Plan October 30, 2009
FINAL MITIGATION PLAN
PROCTOR FARM MITIGATION SITE
PRESERVATION OF
WETLANDS AND STREAMS
ADJACENT TO ROCKY BRANCH
Wake County, North Carolina
1.0 INTRODUCTION
The City of Raleigh proposes the establishment of a stream and wetland mitigation site at the
Proctor Farm Mitigation Site (hereafter the Mitigation Site) located approximately 4 miles west
of Zebulon in eastern Wake County, immediately south of Riley Hill Road and north of Doc
Proctor Road (Figures 1 and 2, Appendix A). The Mitigation Site is anticipated to be one of
several included in an umbrella stream and wetland mitigation bank (Bank) sponsored by the
City of Raleigh (Sponsor). The Mitigation Site is located within eight-digit United States
Geological Survey (USGS) Hydrologic Unit Code (HUC) 03020201. The Bank is expected to
offset unavoidable impacts associated with Sponsor projects, such as the proposed construction
of the Little River Reservoir, located just downstream of the Mitigation Site (Figure 1, Appendix
A).
This document serves as the Final Mitigation Plan for the Mitigation Site, which encompasses
82.6 acres of land. Supporting figures are located in Appendix A. The Mitigation Site generally
consists of the area within 100 feet of all jurisdictional streams and 50 feet of wetlands and
ponds, and is primarily characterized by mature to disturbed hardwood forest stands and
freshwater marshes within floodplains and adjacent side slopes associated with Rocky Branch.
Within the Mitigation Site, 8,284 linear feet of stream and 28.5 acres of jurisdictional wetlands
are proposed for mitigation.
Directions to the Mitigation Site:
? From the City of Raleigh, travel east on U.S. Highway 64
? Travel - 13 miles to Exit 431 for Wendell (Lizard Lick Road)
? Travel - 1 mile north and turn left on Riley Hill Road
? The Mitigation Site is - 0.4 mile ahead on the south side of Riley Hill Road
? Point on Riley Hill Road near the center of the Mitigation Site
Latitude: 35.8487° N, Longitude: 78.3853° W
2.0 OBJECTIVES
Currently, the areas included in the proposed Mitigation Site are characterized by hardwood
forest, marsh, and agricultural land. The Mitigation Site is located in an area protected by state
water supply classification and riparian buffer rules, and is currently owned by Wake County. It
was purchased with County Open Space Program bond funds, which have a term of 20 years,
after which time the County could elect to change the use of the property. As County Open
Space lands, without further protection, the property is set aside for natural resource protection
and passive recreation. Uses for Open Space properties include greenways; trails
(paved/unpaved); parking lots; amenities such as restrooms, benches, water fountains, picnic
tables and playgrounds; and open play areas. If the proposed stream and wetland preservation
does not occur, future uses of the property for passive recreation during the life of the bonds
Proctor Farm Mitigation Plan October 30, 2009
could occur, and other development activities could occur after the end of the term of the bonds.
This may result in exacerbation of erosion and nutrient inputs into the proposed reservoir, and
anthropogenic hydrological modification may also reduce wetland area.
Sediment that may result from possible uses is deleterious to benthic macro invertebrate habitat
and can be expected to reduce fisheries populations in the existing and downstream reaches. In
addition, proposed mitigation activities will protect wildlife and fish habitat, shade/cool surface
waters (thereby increasing dissolved oxygen levels), filter nutrients, reduce sedimentation,
reduce downstream flooding, and increase bed morphology (habitat) through maintenance of
perpendicular flow vectors.
The Mitigation Site will not include greenways except for elevated perpendicular crossings that
do not require a Section 404/401 permit. Since most of the adjacent property is owned by the
County, no livestock grazing is anticipated in the vicinity of the Mitigation Site. If livestock
grazing occurs in the vicinity of the Mitigation Site in the future, measures will be taken to
prevent livestock from accessing preservation areas.
The primary goals of this stream and wetland mitigation project focus on promoting
sustainability and improvement of aquatic resources within the Rocky Branch watershed.
Protection of existing aquatic resources (forested wetlands, emergent wetlands, and streams)
with a conservation easement is likely to result in net gains in hydrology, water quality, and
habitat functions of Mitigation Site streams and wetlands. Primary goals will be accomplished
through the following measures:
• Protecting, on a watershed scale, streams in eastern Wake County from nonpoint sources
of pollution associated with urban service area expansion and development.
• Promoting water quality by protecting jurisdictional wetlands adjacent to Mitigation Site
streams and tributaries.
• Perpetually providing a diverse wooded vegetative buffer adjacent to Mitigation Site
streams and wetlands.
• Promoting floodwater attenuation by a) allowing bankfull stream flows to develop over
time and b) protecting vegetation on Mitigation Site floodplains to increase frictional
resistance on floodwaters crossing the Mitigation Site.
• Improving aquatic habitat by promoting stable stream banks, shading open waters, and
providing structure within the Mitigation Site.
• Providing a wildlife corridor and refuge in an area rapidly expanding with residential and
commercial development.
These goals will be achieved by:
• Providing approximately 1,657 stream mitigation credits
(preserving approximately 6,847 linear feet of perennial stream channel and
approximately 1,437 linear feet of important intermittent stream channel).
• Providing approximately 5.7 wetland mitigation credits
(preserving approximately 28.5 acres of jurisdictional wetland).
• Protecting the Mitigation Site in perpetuity with appropriate legal mechanisms
(conservation easement).
2
Proctor Farm Mitigation Plan October 30, 2009
3.0 SITE SELECTION
Primary considerations for Mitigation Site selection include in-kind mitigation and the potential
for protection/improvement of water quality within a portion of North Carolina subject to future
development. More specifically, considerations include desired aquatic resource functions,
hydrological conditions, soil characteristics, aquatic habitat diversity, habitat connectivity,
compatibility with adjacent land uses, reasonably foreseeable effects the mitigation project will
have on ecologically important aquatic and terrestrial resources, and potential development
trends and land use changes.
The Mitigation Site is located just upstream of the proposed reservoir. The Mitigation Site
supports similar aquatic resources (bottomland hardwood forest, riverine swamp forest, and non-
tidal freshwater marsh) to aquatic systems in this portion of the state. According to the Neuse
River Basinwide Water Quality Plan (NCDWQ 2008), due to the presence of rare species in the
Little River, this watershed should be targeted for land acquisition to protect the riparian area
beyond the 50-foot required buffer. The proposed mitigation will result in perpetual protection
of wetlands and streams in the Little River watershed. The Mitigation Site is located in a
developing region of the state; therefore, protection of streams and wetlands is expected to result
in immediate water quality benefits.
4.0 SITE PROTECTION INSTRUMENT
The Sponsor intends to purchase a conservation easement for portions of one parcel totaling 82.6
acres. The owner of this parcel has indicated a willingness to have the property considered for
this purpose, but no arrangements have been finalized. The Sponsor will complete a Mitigation
Banking Instrument (MBI), and proceed toward acquiring a conservation easement for portions
of the subject parcel. The Sponsor will remain the owner of the conservation easement or will
transfer the conservation easement to a land-management entity approved by the Interagency
Review Team (IRT). The conservation easement will include provisions to protect the site in
perpetuity.
5.0 BASELINE INFORMATION
Mitigation Site aquatic resources are similar to those found within the proposed reservoir site.
Ridges and side slopes support a mixture of hardwood forests, agriculture, pasture, and scattered
residences. Floodplains adjacent to streams support forested wetlands, emergent wetlands, and
some open water. In some cases, streams dissipate into beaver impoundments. Forested
wetlands include headwater forest (when characterized by seasonally saturated to intermittently
inundated and associated with a less than second-order stream), bottomland hardwood forest
(when characterized by intermittent to seasonal inundation and associated with a second-order or
larger stream), and riverine swamp forest (when characterized by seasonal to semi-permanent
inundation). With increasing length of time of surface inundation, forested wetlands grade to
non-tidal freshwater marsh. Some marsh areas occur adjacent to small areas of open water. This
wetland complex provides hydrology functions such as runoff and flow-velocity reduction,
energy dissipation, maintenance of stream baseflow, and groundwater recharge and discharge.
Water quality functions include sediment retention, toxicant and nutrient reduction and
transformation, and bacterial and viral reduction of watershed runoff. Habitat functions include
a complexity of physical structures, dispersion of open waters within vegetated wetlands, a
reduction of habitat fragmentation, and travel corridors.
3
Proctor Farm Mitigation Plan October 30, 2009
5.1 PHYSIOGRAPHY, TOPOGRAPHY, AND LAND USE
The Mitigation Site is located in the Northern Outer Piedmont ecoregion of North Carolina
within USGS HUC 03020201 (North Carolina Division of Water Quality [NCDWQ] Subbasin
Number 03-04-06) of the Neuse River Basin. Regional physiography is characterized by
dissected irregular plains, some low rounded hills and ridges; low- to moderate-gradient streams
with mostly cobble, gravel, and sandy substrates (Griffith et al. 2002). Onsite elevations range
from a high of 330 feet National Geodetic Vertical Datum (NGVD) on slopes to a low of
approximately 270 feet NGVD at the lowest point of the Mitigation Site (USGS Knightdale,
North Carolina 7.5-minute topographic quadrangle). Topography within the Mitigation Site is
depicted on Figure 3 (Appendix A).
The Mitigation Site provides water quality functions to an approximately 2.3-square mile
watershed at the Mitigation Site outfall (Figure 3, Appendix A). The watershed is dominated by
sparse residential development, agricultural land, forested land, and fragmented forested areas.
Impervious surfaces account for less than 5 percent of the upstream watershed land surface.
Surrounding area land use is primarily agricultural, with some low-density residential housing
and intermittent high-density development. A County-owned wastewater treatment lagoon and
spray irrigation field serving a small subdivision is also located at the western boundary of the
Mitigation Site. Onsite land use is characterized by hardwood forest and agricultural land (hay
fields and row crop production) (Figure 4, Appendix A). Riparian zones and wetland areas are
primarily composed of mature to disturbed hardwood forest grading to marsh wetlands in areas
previously impacted by beaver. Hardwood forest is characterized by willow oak (Quercus
phellos), hickories (Carya spp.), red maple (Acer rubrum), sweetgum (Liquidambar styraciua),
tulip poplar (Liriodendron tulipifera), river birch (Betula nigra), eastern red cedar (Juniperus
virginiana), loblolly bay (Gordonia lasianthus), green ash (Fraxinus pennsylvanica), Chinese
privet (Ligustrum sinense), and giant cane (Arundinaria gigantea). Marshes are dominated by
emergent vegetation with lesser amounts of shrubs and trees.
5.2 JURISDICTIONAL STREAMS AND WETLANDS
The main hydrologic features of the Mitigation Site include Rocky Branch, unnamed tributaries
to Rocky Branch, and associated floodplains. Mitigation Site streams are first-order intermittent
to second- and third-order perennial systems that drain an approximately 2.3-square mile
watershed (at the Mitigation Site outfall). Perennial streams within the Mitigation Site may be
generally characterized as riverine and upper perennial with unconsolidated bottoms consisting
of sand and gravel (R3UB1/2). Intermittent streams within the Mitigation Site may generally be
characterized as riverine and intermittent with streambeds consisting of sand and mud
(R4SB4/5). Streams are surrounded by a mixture of mature riparian vegetation and marsh and
remain relatively stable, despite expanding developmental pressures. The Mitigation Site
encompasses approximately 8,284 linear feet of stream channel (Table 1 and Figure 4, Appendix
A).
4
Proctor Farm Mitigation Plan October 30, 2009
Tahle I- Existing Stream Characteristics

Stream Reach* Surveyed Stream
Length

(linear feet)
USGS
Stream Order
USGS Stream
Classification
In-Field Stream
Classification
Rocky Branch
Reaches A & F)
3,634.11
second and third
perennial
perennial
Reach B 560.16 not shown not shown intermittent important
Reach D 186.63 not shown not shown intermittent important
Reach E 663.20 not shown not shown perennial
Reach G 478.42 not shown not shown intermittent important
Reaches H & K 2549.54 first intermittent perennial
Reach I 95.16 not shown not shown intermittent important
Reach J 63.15 not shown not shown intermittent important
Reach L 53.65 not shown not shown intermittent important
Total 8,284
*The location of stream reaches are depicted on the survey mapping of the delineation in Appendix B; please note that there is no
Stream Reach C.
Jurisdictional wetlands are defined by the presence of three criteria: hydrophytic vegetation,
hydric soils, and evidence of wetland hydrology during the growing season (Environmental
Laboratory 1987). Portions of the Mitigation Site supporting jurisdictional wetlands are
characterized by temporarily to seasonally inundated, palustrine, forested wetlands (bottomland
hardwood forest and headwater forest); seasonally to semi-permanently inundated, forested
wetlands (riverine swamp forest); and semi-permanently flooded, palustrine, emergent wetlands
(non-tidal freshwater marsh). Wetlands are underlain by hydric soils that are grey to bluish-gray
(gley) in color and are striated with lenses of coarse materials deposited in a fluvial environment.
Vegetative communities are composed of various strata, including canopy, relatively open
understory, and herbaceous groundcover. Groundwater springs and surface runoff contribute
hydrology to these areas, although the dominant hydrological influence is overbank flooding and
impounding due to beaver activity.
According to the Cowardin classification (Cowardin et al. 1979), jurisdictional wetlands located
within the Mitigation Site along the margins of open water may be generally characterized as
palustrine, forested, broad-leaved deciduous systems that are saturated, temporarily flooded, or
seasonally flooded (PFOIAB/C). Jurisdictional wetlands located along Rocky Branch often
show signs of beaver activity and may be generally classified as palustrine, forested, broad-
leaved deciduous systems that are semi-permanently to permanently flooded (PFO1F/Hb). The
Mitigation Site encompasses 28.5 acres of wetlands. The locations of jurisdictional wetland
areas within the Mitigation Site are depicted on Figure 4 (Appendix A).
5.3 WATER QUALITY
The Mitigation Site is located within the Neuse River Basin in 14-digit USGS Cataloging Unit
03020201180020 of the South Atlantic/Gulf Region (NCDWQ Subbasin Number 03-04-06)
(Figure 2, Appendix A). Rocky Branch has been assigned Stream Index Number 27-57-7 and a
Best Usage Classification of WS-II, HQW, NSW (NCDWQ 2009). Streams with a designation
of WS-II are protected as water supplies which are generally in predominantly undeveloped
5
Proctor Farm Mitigation Plan October 30, 2009
watersheds. Local programs to control nonpoint sources and stormwater discharges of pollution
are required. These waters are suitable for all Class C uses including aquatic life propagation
and survival, fishing, wildlife, secondary recreation, and agriculture. Secondary recreation
includes wading, boating, and other uses not involving human body contact with waters on an
organized or frequent basis. The supplemental classification HQW (High Quality Waters)
includes waters rated as excellent based on biological and physical/chemical characteristics; all
water supply watersheds classified as WS-1 or WS-II receive this supplemental classification.
The designation NSW (Nutrient Sensitive Waters) includes streams with water quality problems
associated with excessive plant growth resulting from nutrient enrichment.
NCDWQ has assembled a list of impaired waterbodies according to the Clean Water Act Section
303(d) and 40 CFR 130.7, which is a comprehensive public accounting of all impaired
waterbodies. An impaired waterbody is one that does not meet water quality standards,
including designated uses, numeric and narrative criteria, and anti-degradation requirements
defined in 40 CFR 131. Rocky Branch within and adjacent to the Mitigation Site is not listed on
the NCDWQ final 2006 303(d) list (NCDWQ 2007).
5.4 VEGETATION
The Mitigation Site is characterized primarily by mature to disturbed hardwood forest,
agricultural land, and one open water pond. Agricultural land is dispersed along the margins of
riparian zones. Hardwood forest dominates the Mitigation Site and is primarily characterized by
mesic, floodplain species adjacent to stream channels, such as tulip tree (Liriodendron
tulipifera), sweetgum (Liquidambar styraciflua), American sycamore (Platanus occidentalis),
eastern red cedar (Juniperus virginiana), red maple (Acer rubrum), green ash (Fraxinus
pennsylvanica), and various oak species (Quercus spp.). Marsh areas associated with the beaver
and dam impoundments support emergent herbs such as cat-tails (Typha spp.) and wool grass
(Scirpus cyperinus), and scattered shrubs such as black willow (Salix nigra) and tag alder (Alnus
serrulata).
5.5 SOILS AND LAND FORM
Based on county soil survey mapping (MRCS 2008), the Mitigation Site contains four soil series:
Appling sandy loam (Typic Kanhapludults), Colfax sandy loam (Aquic Fragiudults), Wehadkee
and Bibb soils (Fluvaquentic Endoaquepts and Typic Fluvaquents), and Worsham sandy loam
(Typic Endoaquults). Soils that occur within the Mitigation Site are depicted on Figure 5
(Appendix A) and described in Table 2.
6
Proctor Farm Mitigation Plan October 30, 2009
Tahle 2_ Proctor Farm Mitigation Site Soils
Map
Unit Hydric
Symbol Ma Unit Name Status Description
ApC Appling sandy loam Non-hydric This series consists of well-drained, moderately-high to
highly permeable soils of interfluves and slopes along
ridges. Slopes are generally between 6 and 10 percent.
Depth to the seasonal high water table is greater than 80
inches. Bedrock occurs at a depth of more than 80 inches.
CnA Colfax sandy loam Non-hydric, This series consists of somewhat poorly drained, very low
may contain permeability soils on depressions of footslopes. Slopes
hydric are generally between 0 and 3 percent. Depth to the
inclusions seasonal high water table is between 6 and 18 inches.
Bedrock occurs at a depth of more than 60 inches.
WoA Wehadkee and Bibb soils Hydric This series is composed of generally even areas of
Wehadkee and Bibb soils that consist of poorly drained,
moderately-high to highly permeable soils in depressions
on floodplains that are frequently flooded. Slopes are
generally between 0 and 2 percent. Depth to the seasonal
high water table is between 0 and 12 inches. Bedrock
occurs at a depth of more than 80 inches.
WyA Worsham sandy loam Hydric This series consists of poorly drained soils in depressions
which have very low to moderately-low permeability.
Slopes are generally between 0 and 3 percent. Depth to
the seasonal high water table is between 0 and 12 inches.
Bedrock occurs at a depth of more than 80 inches.
5.6 FEDERALLY PROTECTED SPECIES
Species with the classification of Endangered (E), Threatened (T), or officially Proposed (P) for
such listing are protected under the Endangered Species Act of 1973 (ESA), as amended (16
U.S.C 1531 et seq.). Three species are federally listed for Wake County by the United States
Fish and Wildlife Service (USFWS) (USFWS 2008): dwarf wedgemussel (Alasmidonta
heterodon), red-cockaded woodpecker (Picoides borealis), and Michaux's sumac (Rhus
michauxii). Each of these species is listed as Endangered. Additionally, the bald eagle
(Haliaeetus leucocephalus) is protected by the Bald and Golden Eagle Protection Act.
In addition to the bald eagle and E, T, and P species, the USFWS list includes a category of
species designated as "Federal Species of Concern" (FSC). A species with this designation is
one that may or may not be listed in the future (formerly C2 candidate species or species under
consideration for listing for which there is insufficient information to support listing). The FSC
designation provides no federal protection under the ESA for the species listed. The 15 FSC
species listed on the current USFWS list are presented in Table 3.
7
Proctor Farm Mitigation Plan October 30, 2009
Table 3. FSC Species Listed for Wake Countv
Common Name Scientific name
American eel Anguilla rostrata
Bachman!s sparrow Aimophila aestivalis
Carolina darter Etheostoma collis lepidinion
Carolina madtom Noturus furiosus
Pinewoods shiner Lythrurus matutinus
Roanoke bass Ambloplites cavifrons
Southeastern myotis Myotis austroriparius
Southern hognose snake Heterodon simus
Atlantic pigtoe Fusconaia masoni
Diana fritillary (butterfly) Speyeria dana
Green floater Lasmigona subviridis
Yellow lance Elliptio lanceolata
Bog spicebush Lindera subcoriacea
Grassleaf arrowhead Sagittaria weatherbiana
Sweet pinesap Monotropsis odorata
Virginia least trillium Trillium pusillum var. virginianum
While unlikely to support habitat for red-cockaded woodpecker, the Mitigation Site may support
suitable habitat for dwarf wedgemussel within stream channels, and Michaux's sumac in open
areas and along woodland edges. With a range of habitats, including pine forest, mixed
hardwood forest, marsh, and open areas, the Mitigation Site may provide suitable habitat for bald
eagle and any or all of the 15 FSC species on the USFWS 2008 list. No FSC mussels were
found within 2 miles downstream of the Mitigation Site outfall during surveys performed in 2007
(The Catena Group 2008). Additionally, the potential creation of a large, open body of water in
the near vicinity (the proposed Little River Reservoir) may induce bald eagle to utilize portions
of the Mitigation Site for nesting. Proposed mitigation activities will result in positive benefits
for these species through improved habitat and water quality.
6.0 DETERMINATION OF CREDITS
6.1 CREDIT DETERMINATION
The Mitigation Site encompasses Rocky Branch, unnamed tributaries to Rocky Branch, and
associated jurisdictional wetlands. Mitigation Site mitigation options outlined in this report are
as follows.
8
Proctor Farm Mitigation Plan October 30, 2009
Table 4. Proposed Mitigation Quantities vs. Mitigation Credits

Proposed Mitigation Proposed Mitigation Proposed Credits
Activity Streams

(linear feet) Wetlands

(acres)
Stream Credits
Wetland Credits
Stream Preservation 8,284 1,657
Wetland Preservation 28.5 5.7
Total: 1,657 Total: 5.7
After completion, the Mitigation Site will offer 1,657 stream mitigation credits and 5.7
wetland mitigation credits. The proposed mitigation credits provided in the table above are
based on a delineation of Mitigation Site resources conducted by Axiom Environmental, Inc. in
July and August 2009 and verified by United States Army Corps of Engineers representative
Monte Matthews in the field on September 16, 2009. Detailed quantities of streams, wetlands,
and wooded buffers within the Mitigation Site are based on a survey of the delineation conducted
by K2 Design Group, a Professional Land Surveyor (Appendix B).
6.2 PROPOSED CREDIT RELEASE SCHEDULE
A credit release scenario is proposed that complies with interagency guidelines. Under this
scenario, the credit release schedule is based upon satisfactory completion of project milestones.
Project milestones and percent of credit released include the following:
Table 5. Proposed Credit Release Schedule

Task Completion
Verification Percent of
Credit
Release
Preconstruction 1. Execution of MBI by the Sponser, USACE, and other agencies eligible 100
for membership in the Interagency Review Team who choose to execute
the agreement
2. Approval of the final mitigation plan
3. Delivery of financial assurances
4. Recordation of the preservation mechanism, as well as the title opinion
covering the property that is acceptable to the USACE
Preservation is not expected to require annual monitoring of stream, wetland, or vegetative
parameters; therefore, all credit should be released following completion of all preconstruction
tasks.
7.0 MITIGATION WORK PLAN
The primary goals of this mitigation plan include 1) protecting a watershed from nonpoint
sources of pollution associated with urban services area expansion and development; 2)
promoting water quality by protecting jurisdictional wetlands adjacent to Mitigation Site streams
and tributaries; 3) perpetually providing a diverse woody vegetative buffer adjacent to the
Mitigation Site's streams and wetlands; 4) promoting floodwater attenuation by protecting
vegetation on Mitigation Site floodplains to increase frictional resistance on floodwaters crossing
9
Proctor Farm Mitigation Plan October 30, 2009
the Mitigation Site; 5) improving aquatic habitat by promoting stable stream banks, shading open
waters, and providing structure within the Mitigation Site; and 6) establishing a permanent
conservation easement, which will encompass all mitigation activities.
Primary activities include stream and wetland preservation. The mitigation concept as outlined
in Figure 6 (Appendix A) is expected to achieve the following:
• Preserve 8,284 linear feet of stream channel
• Preserve 28.5 acres of jurisdictional wetland
• Establish an 82.6-acre area permanently protected by conservation easement
7.1 STREAM PRESERVATION
Stream preservation is being proposed on approximately 6,847 linear feet of perennial stream
and approximately 1,437 linear feet of important intermittent stream (Figure 4, Appendix A).
Based on field investigations, Mitigation Site streams are relatively stable due to a lack of
human-induced impact and a well-developed riparian buffer.
Preservation areas will be protected in perpetuity through the establishment of a conservation
easement, including a 100-foot wooded buffer adjacent to each stream bank. Preservation of the
existing stream resources will remove a threat to or prevent the decline of functions such as
maintenance of baseflow, floodflow attenuation in adjacent floodplains, energy dissipation
during flood events, and in-stream and streamside habitat.
7.2 WETLAND PRESERVATION
Wetland preservation is being proposed on 28.5 acres within floodplains adjacent to Mitigation
Site stream reaches (Figure 6, Appendix A). Based on field investigations, wetlands occur as
two general types: forested wetlands and marsh wetlands. Forested wetlands are characterized
by mature forest vegetation and undisturbed hydric soils, and are subject to jurisdictional wetland
hydrology. Emergent marsh wetlands are characterized by a prevalence of emergent herbaceous
vegetation in an area that was previously impacted by beaver, causing a loss of mature trees.
Mitigation areas will be protected in perpetuity through the establishment of a conservation
easement, including a minimum 50-foot forested buffer adjacent to jurisdictional wetland and
pond margins. Preservation of existing wetland resources will remove a threat to or prevent the
decline of functions, such as surface and sub-surface storage and retention; will maintain the
system's ability to remove pathogens, soluble chemicals (including nutrients), and particulates
from the water column; and will provide physical structure for habitat and landscape patch
structure for wildlife.
8.0 MAINTENANCE PLAN
Mitigation Site wetland and stream functions will be protected from anthropogenic disturbance
through restrictive land uses outlined in a conservation easement.
9.0 PERFORMANCE STANDARDS
Mitigation Site preservation areas will be deemed successful if photo documentation and post
project walkthroughs of the Mitigation Site indicate an undisturbed riparian community, healthy
jurisdictional wetland community, and functioning stream channels. Once the project has been
10
Proctor Farm Mitigation Plan October 30, 2009
deemed successful by the IRT, Mitigation Site wetland and stream functions will be protected
from anthropogenic disturbance through restrictive land uses outlined in a conservation
easement.
10.0 MONITORING REQUIREMENTS
Based on interagency guidance outlined in the Stream Mitigation Guidelines (USACE et al.
2003), preservation-based monitoring is primarily administrative; therefore, a 5-year monitoring
plan is not required for preservation areas within the Mitigation Site. However, reference photos
will be taken within preservation areas and provided to document status of aquatic resources,
including streams, wetlands, and riparian zones. Photos will adequately document the Mitigation
Site preservation areas, and will include a detailed description of the locations at which the
photos were taken.
11.0 LONG-TERM MANAGEMENT PLAN
The Mitigation Site is proposed to be protected and managed under restrictive covenants outlined
in perpetual conservation easements. Conservation easements will be written to prohibit
incompatible uses that might jeopardize the objectives of the Mitigation Site. Easements may be
maintained by the Sponsor, or by a land management entity approved by the IRT. The holder of
the easements will be responsible for long-term management.
12.0 ADAPTIVE MANAGEMENT PLAN
Since preservation-based monitoring is primarily administrative, no construction will occur as a
result of this project. However, if other unanticipated constraints occur, the Mitigation Plan will
be adapted accordingly to meet performance standards. The Mitigation Site will be visited at
least annually for a check of the status of aquatic resources. Likely challenges are limited, but
may include a loss of vegetation structure due to natural or man-made causes, a growing
presence of invasive species, or some type of contaminated spill upstream of the Mitigation Site.
In the event that unforeseen changes occur that affect the management or performance standards
of the Mitigation Site, the holder of the easements will work with the IRT to determine
appropriate measures to rectify deficiencies in the Mitigation Site in order to provide targeted
aquatic functions.
13.0 FINANCIAL ASSURANCES
The Mitigation Site is anticipated to be part of an umbrella mitigation bank, which will have its
own distinct cost center number within the City's budgeting and financial tracking system.
Therefore, all accounting for revenues, contract encumbrances, fund transfers, and expenses will
be performed and reported independent from all other capital budget or operating budget
accounting. A distinct revenue account will be used to account for only stream/wetland
mitigation-dedicated revenues and fund transfers. The Sponsor shall provide the IRT with an
annual estimate of the cost of work required by this agreement, and a statement of funds
available to perform that work, after each annual budget of the Sponsor is adopted.
14.0 CORPORATE EXPERIENCE
Mitigation proposed for the Mitigation Site will involve the establishment, maintenance, and
protection of aquatic resources existing within the proposed Mitigation Site in perpetuity. The
Mitigation Site is proposed for use toward City of Raleigh public projects. Mitigation credits
provided by the Mitigation Site will be used for capital projects performed under the supervision
or direction of the City's Public Utilities Department. If possible and practicable, the Mitigation
11
Proctor Farm Mitigation Plan October 30, 2009
Site may also be available for use by other City departments. Mitigation Site credits will not be
offered as mitigation for any other projects without approval of the IRT.
The City will maintain contracts with experienced mitigation providers to construct and maintain
the mitigation sites, including Hazen and Sawyer, Axiom Environmental, Inc. (Axiom), and
EcoScience Corporation (EcoScience). Hazen and Sawyer is an engineering consulting firm that
is assisting the City of Raleigh and the U.S. Army Corps of Engineers with the preparation of an
Environmental Impact Statement (EIS) and preliminary engineering services for the proposed
Little River Reservoir. Since 1985, the Raleigh office of Hazen and Sawyer has completed over
30 Environmental Assessment (EA)/EISs for water and wastewater projects, including water
supply reservoirs.
Axiom is a Raleigh-based environmental consulting firm that is assisting Hazen and Sawyer with
the generation of this draft mitigation plan. The Axiom staff is experienced with coordination
among North Carolina natural resources agencies over a wide range of environmental issues
ranging from jurisdictional area identification and delineations, jurisdictional area functional
assessments, protected species, mitigation site assessments, mitigation site conceptual and
detailed planning and construction oversight, mitigation site monitoring, determination of
mitigation success, and mitigation bank development. Axiom has conducted over 100
investigations of potential mitigation sites, and completed 54 mitigation feasibility
studies/prospectuses during the past four years for private landowners, mitigation bankers, and
in-lieu fee programs throughout North Carolina. Axiom has also developed many detailed plans
for stream, wetland, and riparian buffer mitigation.
EcoScience is a Raleigh-based, wholly-owned subsidiary of PBS&J and is assisting Hazen and
Sawyer with the field investigation and evaluation of potential mitigation sites. The EcoScience
staff is experienced with coordination among North Carolina natural resources agencies over a
wide range of environmental issues ranging from jurisdictional area identification and
delineations, jurisdictional area functional assessments, protected species, mitigation site
assessments, mitigation site conceptual and detailed planning and construction oversight,
mitigation site monitoring, determination of mitigation success, and mitigation bank
development.
12
Proctor Farm Mitigation Plan October 30, 2009
15.0 REFERENCES
Cowardin, Lewis M., V. Carter, F.C. Golet, and E.T. LaRoe. 1979. Classifications of Wetlands
and Deepwater Habitats of the United States. U.S. Fish and Wildlife Service. U.S.
Government Printing Office, Washington D.C.
Environmental Laboratory. 1987. Corps of Engineers Wetlands Delineation Manual. Technical
Report Y-87-1. United States Army Engineer Waterways Experiment Station,
Vicksburg, Mississippi.
Griffith, G.E., J.M. Omernik, J.A. Comstock, M.P. Schafale, W.H. McNab, D.R. Lenat, T.F.
MacPherson, J.B. Glover, and V.B. Shelbourne. 2002. Ecoregions of North Carolina
and South Carolina. U.S. Geological Survey, Reston, Virginia.
Natural Resources Conservation Service (MRCS). 2008. Web Soil Survey (online). Available:
http://websoilsurvey.nres.usda.gov/ [February 13, 2009]. Soil Survey Staff, Natural
Resources Conservation Service, United States Department of Agriculture.
North Carolina Division of Water Quality (NCDWQ). 2007. Final North Carolina Water
Quality Assessment and Impaired Waters List (2006 Integrated 305(b) and 303(d)
Report) (online). Available:
http://h2o.enr.state.nc.us/tmdl/documents/303d_Report.pdf [February 10, 2009]. North
Carolina Department of Environment and Natural Resources, Raleigh, North Carolina.
North Carolina Division of Water Quality (NCDWQ). 2008. Basinwide Planning Program.
Draft Neuse River Basinwide Water Quality Plan -- June 2008. North Carolina
Department of Environment and Natural Resources. Raleigh, North Carolina.
North Carolina Division of Water Quality (NCDWQ). 2009. North Carolina Waterbodies
Listed by Subbasin (online). Available:
http://h2o.enr.state.nc.us/bims/reports/basinsandwaterbodies/03-04-06.pdf [February 10,
20091. North Carolina Department of Environment and Natural Resources. Raleigh,
North Carolina.
The Catena Group. 2008. City of Raleigh Freshwater Mussel Surveys of the Little River: Wake
and Johnston Counties. Prepared for Arcadis.
United States Army Corps of Engineers, United States Environmental Protection Agency, North
Carolina Wildlife Resources Commission, North Carolina Division of Water Quality
(USACE et al.). 2003. Stream Mitigation Guidelines.
13
Proctor Farm Mitigation Plan October 30, 2009
United States Fish and Wildlife Service (USFWS). 2008. Threatened and Endangered Species
in North Carolina (online). Available: http://www.fws.gov/nc-es/es/countyfr.html. [February
12, 2009]. United States Fish and Wildlife Service, Raleigh, North Carolina.
14
Proctor Farm Mitigation Plan October 30, 2009
APPENDIX A
FIGURES
Appendix
Proctor Farm Mitigation Plan October 30, 2009
a LL
O O Cl)
v k, a J O O O
}9
vrri:.ge WUZ
3 U uiN
Z Z Z W=Q Q OLL LL 0cz 77
0
02 QW W F:
LU
�J�C�m y
g z°
OLL16
�02 o a ° N
o m 2 -
CL
rZ
O wi�
co a
4' a - \
hell
117
y� F'
..._- , °`��• '�� � ! - _ � t of _``'� � -- � �'�F � '!
�✓ �►'� , d���. ,y;�. j � Wit_ � t o � �� _ � � h .` ` i�_' •`
:gwa I IEad
G �3',, 1 T`.tth• 2 _ r
it
I
MIA
= r `� _fit -•- 1 � Q �iLw6m
#.
'trwOS:
• N
r
x
`p a_
,x �w0
ay G O p
1TO b O M ` J ON
ULA
of
O
w
O
O ViW•� cZ 1
_rn
G io o o
�- N N
N � a
` 7 !�'. .. �•. 'may' M 4•.>G _ fC6 � L 1
♦r) V P -y _ C m a)
Z7r �� i t O b - O N
�J o E > > cO d N
O a> . _ _ a C N
elk ca. Q 2
q Lo
t A A A A Ao
r. ,L U)
U ca
i •A.
' . I `• . nig `

O O M
LL 0
- }® U U U N O O
Z Z Z W O 06
LO 0
®r p ,e 0 <
02 D
?m?a v °? n-i 0? a CD_') N
C 'a z C)? ?z a z
Og
:e o D 2 3 d
p d = 9! m 8 Q
a x A a F= O D a
h co
'c O
O r ?,
I N ?:?? r n • 0 1 o E
O M m
C ?
CV)
l N' 00

eo ? c
LLC0
o=
o=m
c 0> o
n
O
,,`---7
0

r
LO
0

a

1

/ - ? ?? • / , ? `?, `??, `lam, '/r I /""
t ? l ? V •?? I C
C\ i
?' < <I r ?? J 1 ? 11

o
-14\-,*

w

1
` fi? t C LL
O
_
°0 t
y,
o

l
1
rn cu
c O
O
U
t l?
1+ I ?
to
y t
Z

lv `

\ y
c

p N M
N p

N O)
a m
o

O
O
`` b
_? M t o M
04
co

Y v
_
+ t d
tv " Q Z n
a)
c N CD 0)
E °
s
U n.
C d W 0 fn
G1 j:
0 O
Ln
/ Y
ry-?.'?, m n O
,

1 O
C)
M
M
O

T
1
O N
.
1C
.
O
O
t,
?sd'`r Z`
? O
.

T
L
' o
r®
?
o
00 -151
,;
O
— IL
v J O O N
O O O
U U o o
U.=g0 LLO LU
It
pC�WpY (XF-WcnJ v0o wQ oao - �-jcco U F�� ZN T o
U LLLLLLLL
F z ;
c a . E ro
ZqdV
R s m W 12 76 2
? a
v 11 Q4 .. '`moi . ♦pp Q 1 �.�� o cn Q c
syr Ly_ °33
�- C C O w
G N
G� i •G , o w � a�
ZQ a-> 0-0U)
f. , ''� • _-�''"+� � fitly 1 .1 ',
r M -.
_ t*�ApS2v
i
LL
1p
46.
PC
• t. •• <�"
m Ppey
o
IrP
Z,o
44,
f. r o
m cu
a r�,
VaB2 Lo
o
co
E CD
It (n (n N -1 0 °- .rlel�l. E a
LL N N a -`o
O E N N •►�� f- d LO
•� O N CO CO S r �-
C d w Ilo Z Z 2 N 'Ri Q O,. .... Y
�' :OFfp L

_ y
1, a %t:
?t lz
J e `r'
j NN ?Q oo
G Z N li to C yr? •? ?
CL .2
.r
yy
CL co -o
Z E o m c, °- a
O a?i U
_ V C N OD Z N p rp U Q r y1 ' 0
Irv
,
f w? m m o E a I?
m af0i m .Q o o Y?o -'A ti
H C w d iq d
Lo r--
L6 co Ln
N co
N1?-. i; .
APPENDIX B
DELINEATION SURVEY MAPPING
Appendix
Proctor Farm Mitigation Plan October 30, 2009
SITE
n
- N
N
2:0\ i
4-- TO
WILSON
U.S. HWY.
VICINITY MAP (NIS)
-A
JURISDICTIONAL BOUNDARY CERTIFICATION:
THIS CERTIFIES THAT THIS COPY OF THIS PLAT
ACCURATELY DEPICTS THE BOUNDARY OF THE
JURISDICTION OF SECTION 404 OF THE CLEAN WATER
ACT AS DETERMINED BY THE UNDERSIGNED ON THIS
DATE. UNLESS THERE IS A CHANGE IN THE LAW OR
OUR PUBLISHED REGULATIONS, THIS DETERMINATION OF
SECTION 404 JURISDICTION MAY BE RELIED UPON FOR
A PERIOD NOT TO EXCEED FIVE YEARS FROM THIS
DATE. THIS DETERMINATION WAS MADE UTILIZING THE
1987 CORPS OF ENGINEERS WETLANDS DELINEATION
MANUAL.
REGULATORY OFFICIAL
TITLE
DATE
USACE ACTION ID
U.SJLC.E. DATA POINTS

DESCRIPTION NORTHING

NCSPC 83/86 EASTING

NCSPC 83/86
NA011NA28 762,216.6057' 2,180,933.0866'
PCOI/PCO4 762,461.9404' 2,180,998.6535'
PDOIIPD27 761,560.1JJ6' 2,181,098.7421'
S816 762,481.4047' 2,181,586.7628'
PKOI 762,955.8389' 2181, 630.986J'
PM02 763,122.0766' 2,181,552.090 I'
NBOIINB25 762,436.9451' 2,181,575.4928'
POOL 762,359.6605' 2,181,894.1441'
FDOI 762,001.7048' 2,182,050.5600'
FC 19 761,631.7J11' 2,181,774.J759'
SDO1/P001 762,425.6344' 2,182,J64.1802'
PZ01/PAAO1 759,579.3704' 2,179,705.7871'
0403 759,852.6840' 2,179,630.8768'
DH 16 760,104.2138' 2,179,162.1414'
SGOIISG07 763,028.7503' 2,183,693.6949'
PT10 762,108.3480' 2,183,939.4980'
PXO1 762,006.2626' 2184,145.7114'
N68O1 760,020.1136' 2,182,856.7872'
NLOIINL41 759,388.7736' 2, 183,613.2J84'
N0004 761,904.9240' 2, 180,583.1610'

SURVEYOR'S CERTIFICATION(S):
LEGEND:
EIS - Existing Iron Stake
EIP - Existing Iron Pipe
NMC - Non Monumanted Corner
R/W - Right-Of-Way
EOP - Edge Of Pavement
N/F - Now or Forme
-
IPS - Iron Pipe Set O.D.)
71
ECM - £xistin9 Concrete Monument
CC - Control Comer
D.B. - Deed Book
PG. - Page
NCSR - North Carolina Secondary Road
HWY - Highway
FEMA - Federal Emergency
Management Agency
MNS - Mog Nail Set
RCP - Reinforced Concrete Pipe
CMP - Corrugated Metal Pipe
£/B - Easement Boundary
Flag Along Jurisdictional
- Wetlands, Streams and
open Water Pond
o _ Non-Monumanted Comer
(Unless Otherwise Noted)
ISS - Iron Stake Set
?? - flagged Jurisdictional
Welland Line
flagged Jurisdictional
Stream Line
Flagged Open Water
Pond Line
- U.SACE. Data Point
U.SA.C.E . U.S. Army Corps of Engineers
DEED REFERENCE(S):
BEING A PORTION OF THE PROPERTY
RECORDED IN D.B. 13076, PG. 941
OF THE WAKE COUNTY REGISTRY.
GENERAL NOTES:
1) NOTE NO ABSTRACT 77RE, NOR TITLE COMMITMENT; NOR
RESULTS OF TITLE SEARCH WERE FURNISHED TO THE
SURVEYOR. ALL DOCUMENTS OF RECORD REVIEWED ARE
NOTED HEREON (SEE REFERENCES). THERE MAY EXIST
OTHER DOCUMENTS OF RECORD THAT MAY AFFECT THIS
SURVEYED PARCEL.
2) ALL JURISDICTIONAL WETLAND & OPEN WATER
POND AREAS DETERMINED AND FLAGGED BY
AXIOM ENVIRONMENTAL DURING AUGUST 2009.
3) ALL JURISDICTIO444 WETLAND & OPEN WATER
POND AREAS WERE FELD LOCATED BY K2
DESIGN GROUP, P.A. AFTER BEING MARKED BY
AXIOM ENVIRONMENTAL, INC.
4) NORTH CAROLINA GRID COORDINATES SHOWN
WERE CALCULATED FROM B.M. 2006, PG. 2147.
NO BOUNDARY SURVEY WAS PERFORMED OTHER
THAN CORNERS SHOWN ON MAP.
Surveyors disclaimer: No attempt was made to locote any cemeteries, wetlands, hazardous
material sites, underground utilities or any other features above, or below ground other
than those shown.
I certify that the survey is of another category (Jurisdictional Wetland & Open Water Pond
lines of description), such as the recombination of existing parcels, a court-ordered survey,
or other exception to the definition of a subdivision.
I JOHN A. RUDOLPH , certify that this plat was drawn under my supervision from (on actual
survey made under my supervision) (deed description recorded in Book SEE , Page BEES„
etc.) (other); that the ratio of precision as calculated by latitudes and departures is
1/In.nn0+; that the boundaries not surveyed are shown as broken lines plotted from
information found in B.M. 90Q6 , Page 2147 ; that this plat was prepared in accordance with
G.S. 47-30 as amended. Witness my original signature, registration number, and seal this
22nd day of September, A.0 2009.
SEAL OR STAMP
CARp*"%
ESS/'
I9
SEAL 9<
L-4194
oyN. SUR??O\Q?:
yar L-4194
A PORTION OF THE AREA REPRESENTED BY THIS PLAT IS
LOCATED IN A FLOOD HAZARD BOUNDARY ACCORDING TO
FEMA MAP NUMBER(S) 372017850J & 3720178600J ZONE(S)'
AE & X. DATED: MAY 02. 2006.
AAXiOE mnvironmental Inc.
20 Enterprise Street, $uke 7
Raleiggh NC 27607
919-Z1?-1693
Axiom Environmental, Inc.
TITLE SHEET 1 OF 2
JURISDICTIONAL WETLAND, STREAM &
& OPEN WATER POND LINES OF DESCRIPTION
FOR
CITY OF RALEIGH
5IM8U.S.Hwy.70East UMBRELLA MITIGATION BANK
Goldsboro, 27534
Tel.: [phone] (PROCTOR FARM MITIGATION BANK SITE)
Fax: [phone] MARKS CREEK TOWNSHIP
[e-mail] WAKE COUNTY NORTH CAROLINA
GROUP, P.A. Firm License No. C-2111
TOTAL JURISDICTIONAL
WETLAND AREAS
JURISDICTIONAL
WETLAND
AREAS ACREAGE
(ACRES)
1 0.023
2 0.002
J 0.205
4 0.195
5 0.146
6 0.293
7 0.029
8 0.331
11 0.044
12 0.218
13 0.082
14 0.008
15 0.154
16 0.045
17 0.615
18 0.107
19 0.131
20 0.176
21 0.031
22 0.081
2J 1.054
24 0.384
25 19.335
26 0.283
27 0.062
28 0.144
29 0.089
JO 0.068
31 0.020
32 0.015
JJ 1.069
34 0.208
35 0.384
J6 0.034
37 0.006
38 0.096
39 0.048
40 0.152
41 0.148
42 0.009
46 0.406
47 0.184
50 0.066
51 0.037
52 0.020
53 0.015
54 0.716
55 0.451
TOTAL 28.519

TOTAL JURISDICTIONAL
STREAM AREAS
JURISDICTIONAL
STREAM
AREAS ACREAGE
(ACRES) LINEAR
FEET
A 0.438 2,746.49
B 0.041 560. I6
D 0.019 186.63
E 0.046 663.20
F 0.164 887.62
G 0.024 478.42
H 0.144 1,968.68
1 0.005 95.16
J 0.003 6J. 15
K 0.056 580.86
L 0.005 53.65
TOTAL 0.945 8,284.02
TOTAL OPEN
WATER POND AREA
OPEN POND
AREA ACREAGE
(ACRES)
1.271
THE TOTAL OPEN WATER POND AREA 1S
1.271 ACRES1 BY COMPUTER.
TOTAL WATERS
OF THE UNITED STATES
THE TOTAL JURISDICTIONAL
WETLAND AREA IS 28.519
ACRES± BY COMPUTER.
THE TOTAL OPEN WATER POND
AREA IS 1.271 ACRES± BY
COMPUTER.
THE TOTAL JURISDICTIONAL
STREAM AREA IS 0.945
ACRES± AND IS 8,284.02
LINEAR FEET BY COMPUTER
09/22/09
TITLE SHEET 2 OF 2
JURISDICTIONAL WETLAND, STREAM &
& OPEN WATER POND LINES OF DESCRIPTION
FOR
CITY OF RALEIGH
UMBRELLA MITIGATION BANK
(PROCTOR FARM MITIGATION BANK SITE)
MARKS CREEK TOWNSHIP
WAKE COUNTY NORTH CAROLINA
LEGEND:
Plotted Boundary Lines
r-,
i
i

09/22/09
I I I
I I PROPERTY LINE PLOTTED FROM
I B.M. 2006, PG. 2147 -
I I / ?
A
/ o
I /
i / SHEET INDEX
600 300 0 600 1200 1800
GRAPHIC SCALE 1" = 600'
N
9LZl eS
°ms ?8`
?M
a a o
r
a

¢
N O?? a60?
a
Y p
< e n ? ya yn°yn q`? h"?y"?/
y a
y Q Q Qt "' Qy Q
u a
<
•'?, .? N 1 a
d ,Q
„ Q
.o
SN •O
OO
Q4 o o
?
? J v
J
v
mHN J ?
?n 3+? ° h7 0
J a
a c N
o
a H
f ° 0 9Z[7
a^c a
a
N h
N m m
<Q
Z • WW d
u ? J H a ? J
J
FOFuQ
Q 2 < N
¢? ?' ? ?
Y o
3 3 >
4 0
o m a `9? d ? B[ b? rrb ('

a ?
o ... V1P 013
o
,NP11-`12
4
P1 10

?J?
a X02 m ? o ? <
0
0 o a Jr
o \y^ a j
m a o
o '°
? y0 n S) Od
o n 00
J ° QP m
>
O_ '? iO $ < aP°?
Q°. `Sd) N?a °° °
B a a
F) a
mS
? °a °a h n w
z
f J
O -Wj J
Hg q0
t
?; om
Oti
are <<a)
ro g
SF[)M ,? i r')
\SS?' 99aldo N 7
S
?? b£[d
M N1LON
ZCt [)
M N

W

I E-
W
[
I
[i] ?
r[I x ??

o W
U
N

- Q . cn
?N L'i
W
3 -
S
p??'??
h°?
d
?
d ?
o

a
p2 Z
v1P O
01IWPO1 ?
D ?z
Q
mas
ug Wa¢?
F
P
fPp2
ne n„?1?
w ?NY>
n° m
9
e0 J
,0

00 ?P, 94 ,ry

?P ?P^b ?1
P ?P,
z
? n
? s
ti
lb, FP?l
P,2
lb) 2
OZl n ZI ?0
°D Z Fr) ?P e--
e
V
G < U a
D ¢
Z o OU
F
997
14
S'G F f p'15 J n

?? ? o+
z n z m ° APO ?p00

w
O'1 ?
P N>

ru o?
;
b8? FP16 l[I e[ z z ° Syl 9Zl
1 I po
?g a

U 4p FP ,ti0 ?) ¢

0
z arI z
a
O
a
?> P ?;
?0y04 ``?ti r!I z
? FP N Br) z
o
z
a ^
.1 FP1' tik )
? < > z
!) z O
4P r1h
r)
y
a
.n m;
?0 k 4p~1
v' o Pry r Z
-o W e) z z
rr a
9Ll ) \
Z ug v? w z ... y`l 4P 0 a
l'
n "' z
z
Q
Q Z
ry o r?P
u
i
1
p?0 \
z n
\ (3N[l

^ 3
U
O m 0 4

F
•S
69
\ 1
"or
? ?
,,L <
?p
y
0
66
FP
ss\ \o
<
N Oz I
p N
00
?66?P'M <
F 5 o V
a d
?r n ?
4
9)
bl
: '?
w
o z
? h mp?
h
<
J ?

0 < v
z

z
\
Q

€ Q+i2 a
?
oU? ??

O - a..
a
N°?
ma

= Z
3 or4
m

o a

?.
z
z o
o ?
M N?
Q ? 4 W
S
i
Lb
a
9
P118
PI20
N
h
P121
L381 L351
PM22/PI21 PM21
L350 L352
PM23 PM20
PM19
PM 23 PM18 L354
1348 PM17 L355
L347 PM24 PMi6 L356
PM25 L357
y PM15
PM26
v PM14 L359
'?M?6 1344 PM13
PM27 L360
3`16 p'N3 ?w PM12
`p'1? p'MJ4 Jf Q11,0'93a1 PM1I
M`JS w g DSO PM10 L362
Y`?w P14 Q PM09 L363
S
PM36 4 '1`T6 ? L364
PM 37 PM08
L334
PM38 PM07 L365
JURISDICTIONAL L333 L366
WETLAND AREA 8 ^PM06
O.JJI ACRES.* PM38 ,y
332
BY COMPUTER 1 .!
PM40/PJ05 PMOS
L247 PJ06 pM04 L368
L246 PJ07 L369
L245 PM03
PJOB JURISDICTIONAL
L244 L370
PJ09 pMpp WETLAND AREA 8
Y L371 O.JJ/ ACRESI
PMO1 L324 BY COMPUTER
BJ10 L325 PK09
L242 PJ11 SA01 L326 L302
L241 SA02 PK08
PJ12 CJ? PK10
L240 n
X39 PJ13 ?SA03 S
PJ14 !U PK11 jPK07
L238 -A
L314 PN03 G
PKOS
c? JURISDICTIONAL L313 Z. L306
WETLAND AREA 8 PNO3 a o G + PKOa
0.331 ACRES-6 R? PK03 L307
BY COMPUTER 1 Q?ti PK02 L308
Q?dry 9
Q?ry BLgh L309
Q,ry,?`'s kC 4Q40
6`yPO^ RSryry
R?
SHEET 2 OF 19 PJ23m
60 30 0 60 120 180
PJ24
GRAPHIC SCALE 1" = 60' i
L225 -
PK27
L218 PK31
L217 PK34 PK33
/? 111111 1111.
L//'/¢/ 09/22/ONB6
JURISDICTIONAL
WETLAND AREA 7
0.029 ACRES.
BY COMPUTER
JURISDICTIONAL
- STREAM B
WESTERN BANK
IS 560.16 L.F.
(0.041 ACR£SI
BY COMPUTER)
L213
PK40--
L212
PK41
L211
PK42
500` vif" ?56 SBO5
JURISDICTIONAL PK4a L284 ?2g5 m
WETLAND AREA 5 L208 S802 SBOa
L207 PK45 b S803 5806 JURISDICTIONAL
0.146 ACRESR 206 BY PK46/PF17 L7 A AK <5 L279 G?p WETLAND AREA 6
COMPUTER
L266 F16 L278 5807 0.293 ACR£SIL
PF11 PR 3 PF15 L205 BY COMPUTER
6 PF12 1-264 65 PK47 L277 G
L26, x'63 PF14? L204 PK48 ,o
PF70
1.p36 G16 ?
46? L45
FB44 fe
< J ?rib `456
S
4
FB43 PG1
L434 FB42 <'-
Jy
L433 FB41
L432 PG
4"
FB39
L430 L431 F840 (qq0 9G?2
G09
FB35 L441 ?G11
"?0
^
0
a'?? 400
40 P
,yM Cq? Cqq? ebb'' (qqq Pyp6
?`b yry? ,?
?ry 4e S P010
PGO6 1.4
46
C42q
(qZ
PGG6
FB33 L423
FB32 F831 X421 (r
FB30 (q 4j 9GO4
?
F829
O 44 G03
P
F828 (ql9 (qq9 2 0, y
GO b h
p C
O,
JURISDICTIONAL f0?0 Latg 4 6p RO
40oti I
F805
ti6 Ca
s
a
WETLAND AREA 12 f00'6 4 qs3 ?"q6 66 FB06
F81 4
9<4
216 ACRES. • F81
0
.
BY COMPUTER .,
FB04
F818 .5 (q <?
°',6 f61 1p
0 - O
P
"
S
F807
F820
19 1}
1,p fe r Cql? 40L407 fef3

,ry
ryl L413 FB21 (Tp9 l F815 A0 IN
f0 V f0 FB08
j f
FB17 °
w
F811 F809
L402 L459
P101/F810
A
O
P102
fp
O
O
P103
L399
P104
L398
P105
n
^70
v
P106

i 3 P107
J
i P108
O
Z Q
?
P19

SHEET 3 OF 19 Pilo
60 30 0 60 120 160
GRAPHIC SCALE 1" = 60' P1t1
P72
0
P113
m
P04
JURISDICTIONAL
WETLAND AREA 11
0.044 ACRES.
COMPUTER
``1,11 1111111111111'',
CARO( / (WESTERN SIDE IS PI15
FLAGGED ONLY)

J 2? SEAL 9< P116
r L-4194 Off: _ Mm

R
S P117
oO?Q`?
U
.,
'"ri1111 will'
',,%y A Ru v0?

P118

09/22/09
P119
h0>
P120-
w
n
P121 J
L381 L351
PM22/P121 PM21
L350 L352
PM23 PM20
°n
J PM19
L354
PM23 PM18
rn p a e) 0(b N0 1 'Se
19g) 9p?b NC,6 ??2?3P 2
c' Fds) c'?p? ? n a SO`b ,y ?,,y11 Q "? o `V
ds) o`p <<p? e m °' oyo N0 Nc`A ?`ZI, 2O W j
6 Q' ££6l 401VM Q W'd
00?, 'I g30 _ rrs) So L929 sS? H NC C,2 H Z ?u o
a ,.g3 0 0 o L9 £OIVM m ? p,°- g V? U
o ? ?y0 Cg38 o a ao g ? ? Q L£61 g o ?? ZO b ? 3e °° ? N N00g x`260 i ; ?
0 "6
a g a n ?N0 r? °ro 9Z61 NG09 Zbb of v?
a ?Q G 9Z1
961 ) 96VM_ 96VM N00A 1.20
b61)
4 6 NC03
F6h 6bM ?O ?L
6)) F6bM ?pJ ,l, y 20
)6)) Z6yM J'b
l6bM N 6s2
r0
Q Y 1` ? ? sBi O ? ?ryy ON
OQm? ) sb? O£o0N
U? Z'aQ2 6B6 ??' O r
d
y !B ?yy Oti e
L.
h = ° m ?) 'p, ro Spol, ,2Ab SbJ e, i
a ? o Ag ?, v>
2 o c i z
Q H? de??)9m 6?1? 400 =Li 249 1,,
=
N
O_ oc W ?" 8i bg. 2y°n = z z m
Q r) S ?.` n ZSZLI ?' i
Q e i B y e?) Bb o o [gZ z
y 2 h0 Sj o, eb?i z z !)? J
oc g o > !?S so d fm o
?ru Is Q) Si ) ad a„b?i 2, z
Sj 0
SL? £O d00, '3 $ ?N `?P l9ll
2p ad a v WA61
°a h O9ll J
z ? ? WA81
o$ ,y,1yc0, ?iY,. 6Lll
NI v o° j
to Q ?y, y& 00
ry a 8
a s !?)
i < o; w i ??, I F°? ! !bM
0Q K? Nmg 9ld L)
o ei '0 9L VM s!
w g 'O i a F N ; SL VM a SC b?) `,,,,P1111 U1pp??', ,,
rii o m a n bCV !`)) y
F P ,.........,d
31
9os m z ZLVM "4 17 1 m lu
l4f L<j
`° a ao °e 6 6911
9 U v)
ZZ 9r a \ f myM 8911
°ys c6 of 6z J N \ 0 966 %??Ld....
P?off c?
L2e e
S y a s) eS L492 g ?Ag9 a Vi 9911 44unuul?
O <9d)6dj) `Fes >? ?ABy v0 d9 99g )
5020 (+ m m ??' es n Q? a ?6g C,Fyb? SSb d`fl
9 ?l )
9F (N a sS 6?1 9
eS% J 9s,> asb? 0-
eS v 64j sSL L)
P,
c Q J i) !S 9g J
'3 L5p0 m ? 4? Fss`) 9Sb1j !s`J
m N Si S 0
.° N O ? ?'Oi) Sb blj 20 ?p
z??w V4r OS? ?. ?i g"' N013 nS
O . y ?) Sb ay.. ?n o, o
^.g
to 4
EP, s e °>
11> op
e y v
o J s
z `$ db .. m
s!, and ib9y) z 5961 =? h?
d ) !d 6.y rp !L O W N
a ?? s b? m 60 Oti rj Q U Q
mmo 1,290 2gr? r s ?? 'rd b? a o eL = H U rl
?O O N O 6? ?i ) b? m e'1' N O
°m g mN J jdi'b z y ru d m W
? ?a s ash v xb s? ?;
?,ea as F) s b ? ? °
6 .zeti O
» [syM '° °? a 6,b
t Ft)
6S? gF?? bM ? a y a 2r9,y
W o
N eso <FSFbM s y r W e
u m m n S r ?;? 9 9FbM ^ i 2eti II
9171 _l LeS Ja J J j?6'6 d> o W
9F` bM m r!d
< v v°' rq°.Y") inN 'nom y") s ) ` Z ) 99/f9.Q?T! l/)
a Y a s Qr 4 Q ry/4 Fl4f, a?a'J ON ° U
a ?a? N v°N N°v° ^ov' ?? a £ bM F(d H1LON '?
io
n? a ?a ? ? n 1ZOfM) `F)) ?
n F
!? CB
?6
C\
!/??, C6 6Jd
JJ ?
U 242 ND18
a ND79
,LqO ND20 11J
C/•?`fd C N022 V, 2Je L1166 9(776
539'19'50°E 1167 S
/?J CSj `Y 'IO ?Y 14.94' 1168 NF40
C6 6 ?c'" (TIE DOWN) 69 ;
C C/.?J6 C !B/e 4O?J 4QU ; L7170 NF41
6 ? T
/?JS CC6e' /9 ti0 fa02 ?' ' yJ3' w
+0 s•'i0 ?`7 p' ti.
NF42
v?o62J ?J J/ $ '% !/?? ? JURISDICTIONAL NF43 !
C/ !6 ti<"o 0 e T C/ J WETLAND AREA 25 e
JJ C6i'S, T ?? `? 19.335 ACRESt /NO NF44
y T STREAMS S T G G & Cc H
C
!6 ?9 2 ?S BY CA E, E, F, COMPUTER NF
2j .n
l/
cPd y ? 16 ! ?s
C6
JA
l6 C? T ? e
>
8' 1
C
JS
9 J
r?
/i
6?
1
J r4o ?
`
ry6 ?? dJ
,
ti ?
FA22
ry0 f V 20
NE1 6
3
v L837 <T16

FA21 6
NP
ig
NE14
^,?a L838 C 1187

v
NE15 NF18
FA20 L839
NE16

N ?
o NF17
C19 NE17
L841
NE18
L842
NE19 NFi6

FC18 C/ L843
NE20
rn
JURISDICTIONAL

FC17
0
>
C1
22

STREAME
NF15
NE21
FC16 y
a WESTERN BANK
IS 663.20 L.F.
N 0 (0.046 ACRES3
?
,y NE22 NF14 BY COMPUTER)
FC15 CY
s
N NE23
L847

N
a NE24 ? NF13
FC74
G,? NE25
Q
o ? '
,6 F 4f
B NF12
LB50
L1215 NC,
L851 > NF11
FC11 NE28 Ir
D V'
NF10
FC10
S6
w NFO9
FC09

N NF08
FC08

NF07
J C1
FC07
?70 '
FC06
rn
o NFO6
r
N
FC05 NF05
N ry
fC04 NF04
NO N
O
FC03
NF03
f r
N N
O O
m
FC02 NF02
i b
N N
O`r v
FCO1/NF01
SHEET 5 OF 19
60 30 0 60 120
GRAPHIC SCALE 1" = 60'
?? /111111,11 j1a
099///21/2/09
i?
0
z
180 1
Po08 0 pL
P (947 Q°° V9
m OHO 9p'
P007 ?9u Q
P006 Rp`, O,r
Q
PQOS Y? L944 L94
P004
w
P003 c 1935
P002 L934
SOOI/PO01
SD04 r?

SD05
m N
9?e S006
X07 ?
; e e O v W
a o
c orb
8
? pN O h? °
°
0 e e 3
Je a.9
3
L858
L1275
HC

k'Al0
l ?9
Z
i
?SOOg cD
WAIF
2n Z? y

7 L7269 Z ?
y ??

JURISDICTIONAL
WETLAND AREA 25
19.JJ5 ACRESI EXCLUDING
STREAMS A, E, F, G & H
BY COMPUTER
-45 ??
?S
9
NF46
J?
NF47
NF48
y?
I
NF51
NF52 ?i
s?
?h NF53
L1148 NF55 NF63
,1 y NF56 J NF62
?1p^ rFhO J NF61
y9 L1145 0
z
0?9 10 19_ 5.3 QO
950 SRO tip1?
O
4' Q .1,
JURISDICTIONAL
WETLAND AREA 25 a L9 5g 60
19.JJ5 ACRES3 EXCLUDING L967
STREAMS A, E, F, G & H
BY COMPUTER
e
> 5
`yss doe
5
0
(966f 9? °6
<94
L969 ,„
JURISDICTIONAL ,?P :9goti?, R m
STREAM A
NORTHERN 84NX ?P,pt 4?P 4,P L908 4 L910 L911 4 L912
IS 2,746.49 L.F.
(0.4JB ACRES3
BY COMPUTER)
12' o --
V? m m N
z Z m
NF79 z
NF78
N
0 L1128 J
yry NF76 NF77
NF75
NF74
`}1 NF73
NF72
pv
NF71 ,,``1Uw147777?
CARp4''o
36 NF69 NF70 ESS/Q
N Q?O? N^9?
NF68 SEAL
r L-4194
50y NF67 : y X01
?o Sui?v`
.NF66 A' RUp??.?`
NF65 ,,7/7711U111??
09/22/09 F
z
?o ^
SHEET 6 OF 19
60 30 0 60 120 180
GRAPHIC SCALE I' = 60
!? m OF
J q h K °J 69
`n'Op ps i a L979 Cg ^ a s9
?"p 0 OW °? ? BO a a 1.068
P-1 Oda a ?? n a Lg85 1986 L987
N
0987 a s 90s a a
d ?90ry C X96}
JURISDICTIONAL
WETLAND AREA 25
19.JJ5 ACRES± EXCLUDING
STREAMS A. E. F. C 4 H
BY COMPUTER
JURISDICTIONAL
STREAM A
NORTHERN 84NK
IS 2,746.49 L.F.
'O O (0.438 ACRES3
° x ?yti BY COMPUTER)
° ? `918 ? L919 oy ?qti
L9 14 L915 L916 1'9 E <9 } ?yti s
LL
7? EEO O,L X0,10\
E?E?O,?E 91y
1N986 CJJJB E?01
NF86
L1120 l
22 1'1121 NF84 NF85
NF87
m
i ,
N
1992 pc'? 1993 ?9u
P
?W
NF90 NF100
W r
NF91 LJJJ2 0
A
NF92 C77?7 .? 1J A05 NF99
C)1j
NF93 0 NF98
NF94 4JJ09 L1108 11107 y
NF95 NF96 NF97
SEAL
L-4194
m9
i3
0
."?IIIiN 11
09/22/09
SHEET 7 OF 19
60 30 0 60 120 180
GRAPHIC SCALE 1" = 60'
p?
m
O}
? rn
m
l?i? ° 9y L1
J y0
NF104 +
o z
?O Z z z
NFJJ6
NFJJB
NFJ J? ?:
NFJJ3"
NFJJB ? ,a°j~O'r
NG02
-0411
G01 "41201
NG01/FE(SOB
(TIE DOWN) L.-FF03
L1415 FE04
Oy Fp16
L1416 fE05 FE08 FO -
0
9
L1417
L1418 F'E07 i
FE08 ,
L1419
L1420 J
?? F0J4 o

v
JURISDICTIONAL
STREAM H Lt 421
L1422 ro
MI. '1J3 oy ?J1
o
EASTERN BANK
IS 1968.68 L. F.
144 ACRES3
(0 L1423
Li 424 FEtt v
u/FFt»
0 ?J7
.
BY COMPUTER) L1425
11496 _i3T ?1 L1
1T+w <O 08
oww mai ^n.z
rn ooz m ??? m ?? J nrc?
N^ a N rn a ,LL (3Nn a w (NMOO 311) W
itldOitld)
10 9.L*
'99-en
3-5 ,9 F LOS
cam- 3.05,4L.l05 I ed ? W
MCLl N _
zo-F a s +1 a; i "' M ma O O a1 5
ys oa az 4`a?y o c ++ `l 9, a zai`
£lHS =9Z/ooo S?JO+d)r Di posh g0°`WG??
S p"try L13fi5°}???? ;??
sz y? 3 o m ^ n n o Q °; .pt ,t+
?IHS sM S ss y? ^ c}°?o0 ^ tt n nR^ n n F n ?'i 9Z">
11^/ h pN r`I'A t l °o n 7 c} y' FtJ y? y ''m?? ??n - l °>i l ms's
M 2 n S? is o An y? o ?3 GS -' '° a? sz[ Itsars <t "0t
O z Y IIHS, SONS s9sr` " ^om y? ^° N s i\ JQ3 h o^ a Oy J
Q o Si h < j' r ??`) ^ o y'M j l `° < ! l } 910, 410,
a i NU M yx v
rn r, N N n y' a '0
N 3ti 1 0 SJnr bt
° s? o g r?r n v= 3Y W y W o" 0 n 'rr`rr `qS 'a Q oL J
r ?, ?, a ZZlS `" O O nl J v yY > ?qa < s
zW? M^ e Paz*¢ v M ro
?Q hJ ? J , r`l w ? WmaO v yp? 7b ,
G Q? !° 0' ? O Q U d` ,?M1 N ?R 7 y
oc g N>, `? y .n Z/S 6? ? 7d 1+0
3 o m s? '_^ J ? ?o ?d j ?d m^o
J
BONS `?1 j ??' u o sro
a
doh o i OZS
a r ?, o
?° R°?? `f+ fills 10, 0 epno, o J
`a 340 o `2n a
6 Q
sd L1027
S° ? s yN a m
00' J ? ?7h6 ?) 9??s BIp,?J ,11111Np1°Ilryl?p',
Qy h? of rS y '
?`otie a3 roa a a° o? ?LIrN ?P P?...?0? p? a
a rr, s .ry sorJ 9lrN ? •• O? ?7':? °
x`050 SISd Lp f, C17
3i o U:N W _: ?. N
9lSd/4IIS StfN y'. N J ?' Q $ r-1
clis
ap ?1?1/111111111",`` E O
Z IIsJ n
" fWN
ills W o
? W
A "oy I?il-1l 11
J ?V [4
LIEN ° W
Otis QU
0 98/29,OVN
N _ OINO ON 7
-+ U J H1210N M =
601s WN p
Za
0.
W j O b
G itW? J
801St 5z ¢°U OWN
LOTS d n
6OrN
`mr, ??° '°y n y
901s 2 0
?" Fgp?? ° ?`0g5 9 2oa o"?
Y SOS °`1 o?J L90l1 20 20
p° 89
z? 3J?z 2? ?> o
a? W a 40
FF 2b QQ N ? p
H???bU a YJ'N?
? W ti O
i'n o'Q o m 90S L0 Z_
2 ,e V? 2 m Q? ? 4°oN
BLLLI y? Wq?? oo°
£OIS n ?O L1072 4
LLZ II v z m?
z
2015 z 40 ? ?oy
9LZ l'1
1015 0
a ?o?) Wo on
z
,094 L1093 zrC ?.1 ?? fir , S<0tJ 4 9Co
°?J ? 6 LJ 20? "
V
60 LjN
.n ,o O'y0y
0 oy
eso ? ? ?. ?° v?o°oy ?
J 2 `J .y 0 ?U Ci, O OA yb,°0°n
SOON 6p/ 2 o „? m o
sO/ LOL3N 2 6B / / ?U O°OOy - ° v r
2 p? J / j ? 20o y o f ?
L60L1
? 90LJN 2 ?rPO 2 1_ _? i
960L1 ?) o
/ ,„?p?n 111
Cam/ f/ vvv?h!!/WWM1e.. 09/22/09
SG03
gym"' sole L1385
SG02
SG05V L1386
h SGC, SCOI
b? SO L1387
3 L1388
SGO6? ,pG,
4 L1389
L1390
o S013
SG07 ?
SG12
N
h
SG08 J
SG11
JURISDICTIONAL
2 WETLAND AREA 30
0.068 ACRES3
SG09 BY COMPUTER
SG10
/ L1394
/
/
/
/ U!994
/ `f3
/
/
h /n
C7 00
/
i SHEET 9 OF 19
/ 60 30 0 60 120 180
/
/ GRAPHIC SCALE 1" = 60"
/
eoy
n1pOS y L1plo yeo
yFoy
SF11
L1005 q
L\004 ? ?L'`
2
PW A
u?
O
X999 'gyp
cy
QP
JURISDICTIONAL
WETLAND AREA 25
19.335 ACRES± EXCLUDING
STREAMS A, E, F, G A' H
BY COMPUTER
JURISDICTIONAL
STREAM F _
NORTHERN 84NK
IS 887.62 L.F.
(0.164 ACRESt
BY COMPUTER)
l0
N
boy
y
SF02
J `O?y
L1014
4 h
P501 /SFO1
0
0 0018 J PS02
01
PS03
P504
i
N
° oh
ey
eyoy

ey
i
ON
w
?
0
ey

?
y 9
o
ey
C70
P5 5
Q

2s Q5
o p`i p? pie ,ti0 PS12
p ,O
VI q _
L1
?10ry 2g3 11284 ?n 11285 '? <lZ@6 N f ,c y
N ?n Qsi
4
11288 PT02
NG02
- L1411

NF119
'
'
' 0
Fp17 NG01
F0
N34
1 3
00
W 413
11 08
11.16
' FE02
(TIE DOWN) 11414 FE03
? n
0
o
04 L1416 FE05
11417 FE06 p 16 FQ
i 09
L11113
1419 FE07
FE08
w

L1420 o
FEW AD,,
v
JURISDICTIONAL L1421
STREAM H L1422 FE10 °073 0?? n FD70
EASTERN RANK 11423 FEti v o
75 1968.68 L.F.
(0.144 ACRESf -1424
12 138 m 'c07
11080 7
BY COMPUTER) 11426 TI17 FF736
L1427
L1428 FF133 N146 FF135
L7429 FJOt
FJ02 A N145 L1574
0561
L1566 17132
L1565 003 N144 L1575
FJO4
JURISDICTIONAL s
WETLAND AREA 31? y`O N FF131 L1430
FF130 L1576
L1431
0.020 ACRESf `?' 4 NyJ FF1x9
FF1z6 L1432
BY COMPUTER F'p5 (
S X127 L1433
s?
N83'33'5
9"W FH03 C1 FJ06
g1; 44Z
8.38' L1571 T"03 MO` 3
17726 L1 4 4
L1577
W125 L114365
j
(TIE DOWN) 11570 FNa r h X01
Y 1 a L1437
17569 MOS '
JURISDICTIONAL 9 N141 FF123 115]8
iF1 xz ilyy
1
WETLAND AREA 32 ?-=+
? B
015 ACRES
* 115?11y4j
0 L
439
g 11440
m
sa,
.
.
BY COMPUTER `?N?01 A7 a 7 r NI40
77
_ i
L1.2
---
N10'02'22"W ?
i
2.17' N139
TT?'"ryo ?' ms's
0 L1580
v
JURISDICTIONAL (TIE DOWN) ?"xy? ((7Ar? N NI38
1
?
7
0
rp?7 ?
STREAM H " ?os'cy
(7
'
p
;op (7p it SJ v
EASTERN BANK
7S 1968.68 L.F. ,2, " <7p S3. `sir 03 NI37
N9
0
(7
'S
(0. 144 ACRESzE
?
p
6 I-
S)
BY COMPUTER)
NI36
°7 l7
'9
7rS
x.
7
r
6
Rla
(J S qN
9
p
a 9 (
'2
e
?
?
g
V1
7p
7 6
^}, ag ( r J
4TH aJ C7 (7r
.7pS3 Sc1 y0h NI36
a
AaJ ( (7r psS r ?,
S4943'59'W F^'a? ( 7rS SS
13.29' .p, ?0 ( 7rs b NI35
9 7 6
0
(TIE DOWN
r
JURISDICTIONAL ) ??
L7r?
69
STREAM! U 77176 dos L1pj70
620 /F'i
WESTERN B4NK "102
07 N134 JURISDICTIONAL
7S 63.15 L.F
(0.003 ACRES± L1?15 a?5 L1474 WETLAND AREA 33
47638
L1475 ' 1.069 ACRES.t
BY COMPUTER) FF65
11476 BY COMPUTER
114
FG14 R03
L1622 FF83 11477
Fl04 11 478 0 N133

ym
11637 782
H L1479
FH13 FlOS FF81
11480
L1636 780 N132
FH13 FF]y L1481 h
L1482
JURISDICTIONAL 11635 '2?s FF7a 0 J
WETLAND AREA 34 FF7s F?7 L1483 ??y9 NI31
0.208 ACRESf FH12 L1484
BY COMPUTER L1634 Fn4 L14865 y°t N130
L1 487
FHO9
L1631
FH08
L1630
FH07
L1629
FHO6
L1627 FH05
FH04
FHO3J
N
0
FH02J
m
N
A
FH01
(TIE DOWN)
L1659 -
FG22
FG21 /
LF7
FH11 FF72 3 L1488
n FF71 L1489 N N129
e Fn0 L1490 vAi
F69 L1491
FH10 L1492 J
?68 L1493 ?y N128
h
166 11494
495
FF64 FFSS 1 11 14 N127
96 °
O'c L1497 j
3
F62 L1498
11499 N126
FF6t L1500 h
FF60 a
76?B 11501
FF59 ?
L1502 N125
6
FF56 11503
FF5s L1504
N124
11505
F55
ffs4 11506
1,T53 L1507 N123
752 11508
p"
L1509
FF51
11510
FF50 L1511 N122
Fie 11512 -L1599
F48
17513 N121
PF47 r
11515 N120
F45 tp
43 11516 J
FFt2 11
1518 8 otL N119
T42 N118
FF41 L1519 r1
L1520
g 7I/111 11P
09/22/09
on
Um
A
0
SHEET 10 OF 19
60 30 0 60 120 160
GRAPHIC SCALE 1"" = 60"
85'30'48'W L1512
?
? 41 121
8.38' FG23 513 N
(TIE DOWN) IT47
h g
fG22
41659 FF46
FG22 L1515 N120
ro a
ITu L1516
FG21 ' FF42 L1517 IN NI19
518

^
J 142 ' N118
P 41 L1519
FG20 41520
Sao
5
L7521 N117
FFJB `y2h -1
^ '37 yh0 N116
FG18 FFx
FF35
FF34
41605
E•Sh N115
0
JURISDICTIONAL
WETLAND AREA 35 ^ LL 5528
FG17J L1529 FF32 L?6
p?
e?' \"\o y00

0.384 ACRESt
BY COMPUTER \
L1530 ? ? \} 1 ?"d \o
FG16 41531 n ea \y
\`
5.1- FF29 Z
0
v Y c
0
L1532
FG15 \ y \
?\6\
HOJ ?
Y2
?
?O
L1533 ?
o
° Z
J p0 L1612
v102

4,,111LU Ub1l1j M27
FG15 (16? L1534 819
.101
L1535J
FF26
``
,'
tH CARp? rou
41538
/
?
°• •FESS)p ?9'/
/?/•
° 4649 64g
FG13 `\ M25
.: Q?
9?, L1537

SEAL c
t' L-4194 k : s
1-,6 ;V
PC12 FC14 d ?n 6 FF24

v

•,9?0 SURV •
?
4 F i
23
Q
'0??•q' RUO°?5`'` G05
b m FG06 N
FG10? FG03 FF21 4
540
09/22/09 1
2

FG02
Ye 41541
W20
L1542
s FF19
L1543
JURISDICTIONAL FG01 FF16
L15as
STREAM H
NORTHERN BANK W17 L1545

o?
M IS 1968.68 L.F.
(0.144 ACRESt
BY COMPUTER) FF16
FF16 L1546
P

i3
L1547
FFtS L1548
sta L1549
m3
L1550

L1552
FF 112
L1551
-1/NHM
1o
L553 L 661

L1554
15555555
455
fF07/NH0
NHOS

6 L1662
L H04
SHEET 11 OF 19 L1557 0S
L1558 114 p r
?$

60 30
0 60 120 41559
180 M03 NH03 JURISDICTIONAL
NH10 WETLAND AREA 36
L1560 L1667 L1664 0.034 ACRESt
41567 '702 NH11 NHG2 BY COMPUTER
GRAPHIC SCALE 1' = 60' SOIL ROAD FFo1 sss NN
L1665
O1/-01 '
umISDICTIONAL 41670 NN12 NN 02 4 749 JURISDICTIONAL
?.._. ..._ .._. __
STREAM K
L 671
NORTHERN BANK NN•
IS 580.86 L.F. L1672-
(0.056 ACRESt NN
BY COMPUTER)
L1673
N71'03'42"W
8.08'
(TIE DOWN) Ni
L1760 -
N8i
JURISDICTIONAL L1758
WETLAND AREA 38 L1682
0.096 ACRESt N?
BY COMPUTER
1-1686
L1758
L1687
N81
L1757?
L1688 -
L1689 NBB(
L 690 --
L1691
L1756 -
L1693 N68
L1694 -
JURISDICTIONAL L1755-
L1695
N8802
STREAM L L1754
SOUTHERN BANK
IS 5265 L.F. NBBp,
O
( L
Q
??
?sJ
COMPUTER)
BY 700?
7B
9

0.006 ACRESt
BY COMPUTER
.1676
.1677
- L1678
1fL1679
L1680
41681
N002
L1761
II 4L1685
1763
N004 JURISDICTIONAL
/-WETLAND AREA 39
0.048 ACRESt
N005 41765 BY COMPUTER
?-
2/NO06
C23/NP01
:= L1692 L1766
W02 L1696
697
L1698 L1767
` Qo3 `;oo N JURISDICTIONAL
HK3 11- `?o WETLAND AREA 40
NK31 L1768 0.152 ACRESt
MKyS Q0? BY COMPUTER
BobN ?N,y 90gJ J
ro9N
bN ZrOn
b l!) r 2,1, ?Cb 9SNNSrIr
ll`> ?osr;4 ti SoNNSNN xr`r )) a ? M?
r+a rN? '05'N?0" Fr< Se! a z J
a $ ?ll? `?y ? ?, r) `J ? p ¢ a
OK WW ) ?S" Brlt 9 Hg pO
?) a U a rll? ?HN ti rerro?) 8!J J ? C+ p m
Q aZ NU ) two 9pS tN"`????) ;
z?y? ?gh? o Nsr?r
?J om ;y rB >
4 ; Cr
u0 z ro ° ? 'lo o ., rr >
oc g o > ?o ??? ''?'N `r) a
m r,bJ ^?? Po` ty 3y^^r 0
0rQ ?j
rco ?i o r) o<N V p Q 2
a z a U
o „ xx Y toL" o& 5 8 m
om m
?, J g z n? YZ y ? N N , v 3
YJ 6ry '1' J J p p N S = y 't ?m in
01
2 Yx ?1?cP ?'??,E 49L 11 i? yxi 6Poo
?? 'z` i a 'fi ANN 9r) 9014, O " R to J
;ro Y r^ ?e
?ti W Q
x r ry m)?y? 9 P? ob 90
?? N" N?ym b0 N
Tm v1U
m ?r Z ?P? C el '? ?h0?' rl
Z ^pp Z Z?mmN aDm m O) ? ?h° m n Z W
O 7 ?Ob 10 J JZ Z 2 m
9oLN a
?g 77 W,
°m p? F
C\l
b4 V
o z ?_ r^? ' 3 W c°o
V a Q 2 ? i S `1g54 W II
OZ
x
p O y ,H r N207 ti
Iri ° m Z J 1n W
,? 3 J p?j W? , y BoZN 99811 o W
9990 J
W O '? IoAN 4L811 98N h
u$a7 p b 0h e
a eC ? h U IT SO NO ON
7 ?
? N O? O m ?? LOANSLB 11 H1a0N ry
gan
?$ MN ?
LLBII o
*OAV OZN/oM
A
? ? , rr 6LBll rte
r
0
°o rt ?m
h
v m? 2} ? ? ??$ of
?? za
zo O 149 +l
Nwob emu
S
n a Ua
p rb °ry ? ?MvPe _ g ,., °
=Q q?2} Mw fah ?3
c a a h 26e?> rg N
OC ¢2 ?rox'` ,00 Zug y?
rph c a
?ru°°m ° ? Op CI
3 orm n ozo$
a zz Q
? ?? ? r,1p1 N?0 m ? o = C O >
GI p m
`11,1N11111111pl IO rr 897 N
co" 2N
rr ti•' .... ••'?O ? `? oa ? Q ? o
'CI'llll/11111111111111 ` \v a°°•o? = P \ La a.1 A
p`\\Vl ., m r a°n .?\ a° X9,6 i vo
v 2 v ?' rJ
is
i$ ISO ?
a ?r
a ?o^
a ?
Oa ??
0z Q?
Hz h0
ag s,
??+om
1822 z 3 -
£ZBII
mry
>ZBII SZ81) >

,9y y 0
?0
0}
62811 U828 1821
1,
11820 11,1
y? y ¢ z
01, ? eti
R? ¢
y
?
,0?
h ?`016
B0?
?
y
y 10? ep)N
m
eryN?
?y) p?>ry

m 0
cr7H?
n .?`O 11 )N
Q
J

9
N Q
r1 )H
')^
? 1,19
r-
O
Z

0
1 0
b
f1 )N !2 e>
0„7
0, O ca

m
v
f?
N
U9 0a0
st )H
?
y
r?
0
0p 9174,
!
U
lrn ° 0
a? ?) 1nN vC1>H
Z
?k
J l v 0
c
c ? h
6
52
g
1 )N
)y
3 o m ?, a Iby{
o

icy ?
yi '°nN , °oa
z
o
?)
°e
q?
spnry
£O8
1)
S6!)I 01bN ?nH b0g1)
COnN 5p81)
Q O '&7 6pbN BbI 90g1)
O ? W W f6 % 1pSN
Q U4 ?m ) ft7y',
' °e,7
Z
? ril pm ?Sll ? ?$? ?0SN
3 !! ?`dN &y y
t'gr1
7
S`!J !l)) fOp? fpsNlpby/gt, b8l1)
7W
`1111111111111IIIIIII
,? `sv ar
s!
) 4 s;4, Wy
?Z<r)
ss
^y y .
:
P? ?lQ? •.? ?
!`
N4,
s
?3'ryH r`1) Sg`17
?
F <
Z?
OQ U1 \
O
U
V7
Z
!
> sash eI) s
u 5 U
81, ?
:? N J
.
f Q? ?p
!!? Po? ?d'N?g <B? ?)7 ; ?II'II1
11? 1?1??? \ ?
,??1 ^?2 `NHS ZB1>7 ,
1111111
r
''.vN)ct) N
ea
W W
am" O
t
{y
u]
{
Po`1) y 1014, UO ¢?
N
1101 i y z
1q = rolry n M o & g o >,
Om

3
th t01N c
?
w
v
Y
6b 'p
1!0 14, Q IC
y?
R

ry

b
J
j
t01N O? KuVJ
?'MN OF?b0
°w° hh?
0
W O
?'?om
,2 W
x p
e
mo O<?? ?
o U
r U D.
v^o V p e U
NZ
0 0 g ro 99/£9.GVN
awo pN
`

NINON 1/1
o U
ci
lt?y4 b
0.5" O.D.
IRON PIPE "D"
0.2' ABOVE
E

GRAD
"P
N '
m 0
W
Q

L1921
NA02 L1922
aM3
m'
O
NA02
p
?
N p
2
h
W
NA02
STREAM o+ y,
?N
N
CCpq
A
N
02
p£N. ??.
, N
A
y ?
p??/ J
NA02
95? NA02
N
NA02 418
O1
O
R
lQ 56
NA02
/ hh NA02
/
o A
m
a NA02
a"
y
NA02
b NA02
NA02 '42g m
??9
?., NA02 ?
0 a,
9
NA02 NA02 L1931
02
193
L
4, 'o,
q0
8
NA02 L1949
NA02 ?
NA02
33
NA02
L1934
NA02
n° NA02 w? NA02
i NPp2
m
J
NA02
h 419, ?`9A4 11883 <1
pry
e M
^
P P
ory
q?
= Dory 2 2P 4,
' JURISDICTIONAL
WETLAND AREA 54
NA02
?
' 2PO 7 0.716 ACRESt
419q0
a
pry
P
2 BY COMPUTER
ry
P L793g
NA02
2
`,`„??1111t11/111,1
•
y
a
,
9
4Q?YSS /? /,
?
'.?
SEAL
= L-4194 p =

J ?1nn? 1n•.

_ 09/22/09
o
0
SHEET 14 OF 19
60 30 0 60 120 160
GRAPHIC SCALE 1" = 60'
? i0 O 4
a o o ao mr ° ?AOfpg ?? 2Py ?` 2Pry M
2 uai
i M L?
06
P,? O
0 r
e

a J J
v
Z? f
?
Zl
!g) fp?0 z ?? 2P
14 J Gz
n
?'
gg j p
y Z
00
WW
O
a U a
¢ n
S FA
0
O
g) F A15 z n < m J 2P 2P0
16 !!
bg)
z i a O^ 3
P
Z
o
O v?U
._n g °' F A
)
N S?
£g) ? 9!) z 9Zl
U FZg) fP? 6 Sl7 b, z 06
2P o
z
6
6 v
fP M1
'`?> " 0?0 f ryti rt) z
?
0 Qp '
! o
N B? z
o
O
i
?
?
r
tt 1 fps' ryp )
O r,
n
a J a
z
i) z
fP ,1y
o
z
ry
%
a ; ? fQ
,1
'n o ?p Pti N v_ ? a
7f
n
°
6 z a ?+ i
9£l z ry ?
SF)

w y
w
.y
MO; a
no
P
Z <Q f
O a W ? _ .. y'4 ti0 n M _
_ ..
y
f
N4£l?

< <
?
z z

z
?=¢o yO
PO
? o? ? f .50 ?

° a i o 0 ?? "3 n
(3N
Bg3dObd)
o m 60^f fPfP?? a o
666 ?
p?J ? ° V
LL
<
f
a Nok P?6? v1 i
..
d 4 9,
J b)

M n
v00?
oa

Q J ?
00 2 .?
\

uurur4
prr Q Q +I ? ol-
\
F 1Q ?a \
uQ e
\ N tt ..
a N o
mmaJ
b
o
ydo o
a
14,
o -
z
Jo' 7?, ?' H
W i
? o_
z
N
: Q O M N
? WW
Q
••' S'
z a
J
`
.... ib
a
Pp1j m
v
g!b
060 w a w
r!b rn ?? y
a
"°j a a o
`
zb r
C! 0 6 0
d
060
z
z
O!b ? v
o r.
60? % 6ry jrra
11
a
o !Ob 0
a
a
1.1968 M 9
o zb
Sgsz) i m h a
\ O
OCaz) a o 'o" J orb
` a ^y X66 a
2 a
h ° ? z !s!) mvgzb
z
a oar.
m ?0
h ? n J
+ aw.-. h n?7
z5 o z o a
00 6oJ z
m? O d
0
n
N
Z h W
OQ U4 m
oz pU
om
-. 3
V+ N

T? b
F
W
W
x

0
99/mCYN
0180 ON -73V
N1aoN
0
j
.
0
II
y
U
x
p0 ?o? O \
/ O v
p?
O
i
pf0?3"SS 1?Ipf
( 3
OE?3 )p0
L722
DE12
L721
DE11 Op?S L725
L720 DD13
DE10
D SHEET 16 OF 19
D
12
DE09 L727
L716 D011 L728 60 30 0 60 120 180
DE08 DD10
L717 L729
DEO7 D009 GRAPHIC SCALE 1" = 60'
L716 L730
DD08 JURISDICTIONAL
L73
DE06 D007
WETLAND AREA 22
L715 L732
DE05 0.081 ACRESR
L714
DEC)4 DD06 BY COMPUTER
---- L733
L713 DD05
L734
DE04 nnna
DE02 DD02 N41'01'40'W
L710 - - -
L737 36.31
D001 /DE01 i (TIE DOWN)
/DA07 Oy 9.5
00 ?6 JURISDICTIONAL
L705 DB05 L694 WETLAND AREA 21
0003 D804 0.031 ACRESSt
L704 BY COMPUTER
DA07/DC02 L695
L703 DA06 OB03 X63 L633
L702 L696 r. a:a
DA05
DA04 -
L700
DA
L699 1
N3917'20'W .
40.19'
(TIE DOWN)
EXISTING F
JURISDICTIONAL
WETLAND AREA 19
0.231 ACRESf
BY COMPUTER PAA04/NJJ03
0.384 ACRES..*
BY COMPUTER

N00'59'58"W I (SEE SHEET 19
OF 19 FOR
166.61 COMPLETE
(PROPERTY WETLAND DATA)
LINE)
L
EB.

0.5' ABOVE GRADE S7946'18'W
20.90'
(PROPERTY LINE)
•"? 111,E
e' J?,ry 09/ O9/22/OO9POND AREA 1
1.271 ACRES-*
BY COMPUTER
0.176 ACRES3
BY COMPUTER
L679
- L680
)9
PBBII
PBB14
m?
y PBB15
PBB16
PBB17
PBB18/PY7.6
?N
e\
i^
J
EIIP
V NI
Z?A
NMC
5
JURISDICTIONAL
WETLAND AREA 18
0.107 ACR£S3
BY COMPUTER
NGG08
S0T03'07"E
37.78' L7;
(PROPERTY
LINE) NHHO
1,

NOT03'07"W A
27.84'
(PROPERTY 1,
e
U NE)
/
2

QF'
o
?

h
n

tiry ti l,?O y6 OW 2
DH20
'758 (>6j p L763 ?.0DH13
h 1 Q 41 OH18 OH14
2 P°3 DW9 DH 17 C' DH13
tS P4' deg DH15
DH16
o?
0
z
NGGO6

.rv ?b 32
?O
2?Nh

3
S

??>
S L776>?>
o^ h
JURISDICTIONAL
Oci DG10 WETLAND AREA 23
m 1.054 ACR£S±
BY COMPUTER
L780
DG09
C>67
DG07
DG08
L783
L782
L784
0
GO Og G° A3.
O OG O
OGp3 m
DG02 (
)
L.154 L753 L75 L751 6> DF11/DG01
h'? DH06 =
=
s L747
v
,
o
6 ° ° L748 OF 0 ?+ a
^0
DH07 46 4 m
0
O
4
v n h
vyn DH08 0 o na nlh
v
DH09 JURISDICTIONAL ?o
STREAM D 0
,H10 NORTHF45TERN BANK IS !86.63 L. F.
(0.019 ACR£S± BY COMPUTER)
1
- /y9?
OF SS p?
SEAL
L-4194 aO
oyG.. SUR`..
A. RU??
...1 ,0
00/22/09
SHEET 17 OF 19
60 30 0 60 120 180
GRAPHIC SCALE I" = 60
NEE52
h !si
NEES3 NEE51
NpA hN
NEES4" ?
NEE50
CS46 NfES> y°O u
NEES6 ^ ?' NEE49
h ? !
JURISDICTIONAL NE Ef S 6 s? NEE48
WETLAND AREA 17 S8 ?s
s
0.615 ACR£St
BY COMPUTER L559 1558 L557 2FFy,
NE ?ypp NFF NFpg yFFps ?FFxs ss
e59 mF >.J
h°h ? FA?
NEE60
NEE41
NEE61 X542 L562
EIP NEE40
1.0 O.D. IRON PIPE J r
O.4' ABOVE GRADE ryEE6 NEE6?
,4, 3 L540 NEE39
NEE64
NEE38
1.0 O.D. IRON PIPE 2N0 09 h0
L565
NEE37
ABOVE GRADE `o
0.3' X60 h
EIP 4.Fpn\21"6 ?,?"?? NEE66 vp^? NEE36
5322.66' h"?N C535 vh NEF6j 0 NEE36
(TIEDOWN) NE.02y<SSS NEf6B ?e
N
NEE03 J v6°' NEE35
NEE04
??p NFF3r
NEE05 X71
NEE06 Ile, NI'll,
9
'1'fEOj ?N `5j3 J?
ro
NEE09 `Jtip N? FCs
?o
N320.69'6.E ( CS?6 Nef09? ?'S?y '1'F
(TIE DOWN) NOG NFFS NFF70 ^0 NF F?y
? ?
0j/NGG7 7 <S9? ??? NF 9
NGG02
y00 599 <6 oN?l? ro F?s
n
NGG0NGG16
vp1 J ? y5 X539
'eij
NGG04 v,
Ey
ya`O ?0p~ NG15 (3, lVf. X80
AO t?8
JURISDICTIONAL NGG05 bow NGG14 NEE1 a! eV6Ey?Eyy .56
WETLAND AREA 18 r ppa NGG13 ses ?? NEE21
0.107 ACR£S3 NGG06 05? NEE15 L583
BY COMPUTER y9N NCC12 L6 L588 EE20
NGG07 ,oOp NGG11 NEE16 L584
L607 ,L,G L587 NEE17 NEE19/NFF01
NGG08 1-1,011,", L586 NEE18 L585
Oy
/
/
/
/
/
/
/
/ "Illllllll/II
/ 0\\ CARp?I
?I%
.FESS/o
/ryN o _ 'Q SEAL
r L-4194 O T
? ,;oyN SUR`!???e?
,4 Rk)
/ ../22/09
76 C>>, i 3
h
Tp n (?
pG
? JURISDICTIONAL ?
DG70 WETLAND AREA 23 °
1.054 ACRES1
BY COMPUTER
L780
DG09DG08??,./?7 D?G07- SHEET 18 OF 19
L782 L? L783
L784 ? 60 30 0 60 120 180
OG ?pp? ppON B`?S
pG03 \?s GRAPHIC SCALE 1" = 60'
nrm °l
o
NMC N12'50'48W
39.85
(PROPERTY
LINE)
L
N33'33' 16"E
2.72'
(PROPERTY L788

LINE) PCC19
L789

'
'
" PCC18
1 6
N33
33
E
110.51'
PCC17
L791
(PROPERTY
LINE) 1 PCC16

PCC15

v
E PCC14

1p0.0N? PCC13
PCC12
ND941'49"E I 06
69.44' P
11
(PROPERTY CC
pCC10
LINE) I y9 1798
P0009
JI PCCO8
,
N26'5937"E p0C07 L800
r X00
41.01 / PCCO6
(PROPERTY
LINE)
o CCOS
m
N 19' 13'43' W J
22
80' P0005
.
(PROPERTY JURISDICTIONAL
LINE) h WEMAND AREA 24
'
w 0.384
J64 ACRESt

N 11'56'05"E
P0005 BY COMPUTER
99.03' ro
(PROPERTY P0004
LINE) I !B
O,

1
P0002
I
NI101 /P0001
O
N1102
N00'59'58"W Ode
I
68.61
NI103
(PROPERTY
LINE) I ^
q
N1104/DI03

0102

EIP
1.5" O.D.
IRON PIPE S79'46'1 8W
0.5' A80VE 20.90'

GRADE P0003
(PROPERTY LINE)
SHEET 19 OF 19
60 30 0 60 120
GRAPHIC SCALE I" = 60'
`,NU1.111III?II
o°')? N Wo4
_ '•4? CFAI 9` a
?? i11111u1?,1
09/22/09
?r
P707 y 0

9 ?
h
6
V
JURISDICTIONAL pY7.5
POND AREA 1
1.271 ACRESt
?yN
BY COMPUTER
(SEE SHEET 16
OF 19 FOR COMPLETE POND DATA)
'A"
v ?I
COy
zv
NMC
180 1
LINE DATA ALONG LINE DATA ALONG LINE DATA ALONG LINE DATA ALONG LINE DATA ALONG
JURISDICTIONAL WETLAND 1 JURISDICTIONAL WETLAND 6 JURISDICTIONAL WETLAND 8 JURISDICTIONAL WETLAND 12 JURISDICTIONAL WETLAND 15
UNE LENGTH BEARING LINE LENGTH BEARING LINE LENGTH BEARING LINE LENGTH BEARING LINE LENGTH BEARING
"w
477 ,±21 ol' N155 i'a5" uY 4L? I Nl_,s<'0`"w
_ - - i? :....N - dC 1"- "u g
3236 W
?.)5_.'tiV'
09 S J'08V L326 649 -21 .139'E x.58 0'1 o'19'W 916 J8 N0T2?58"W
?4 )1 12 St O'24 .v -27' 14.74 N80'13S'35"W L327 33.74 5375204E L405 19.49' N49'30 30"W 16493 '.7.51 S89'31'!6"W
33.84' S82'33A L272 18.72' N123731W 16328 22.27' S44'20 14"E 16406 25.88 S30'24'58'w L494 17.63' N73'28'46'W
L273 5.97 N03'26 05'E L3229 25939 536'25'33"E L407 22654 S82'00'46'W L495 2.29 N35'37'00"W
L274 8.81 N00'50 05'E L330 21.60' S21'33'03"E L408 26.04 53649'45"E L496 11.40 N08'55'30"W
L275 12.90' N004035"W 16331 27.45 509'3747E L409 52.54 N394345W -497 14.74 N28'06'48"W
LINE DATA ALONG L276 28.70' N04'1 2'08"E L315 15.81' N4]'OS'1'"W L410 16.73' N70'4317"W L498 20678' 580'07'46"W
JURISDICTIONAL WETLAND 2 L277 8.99' N47'32'21"W 16316 7.68' N41'55'57"W L411 18.49' 536018'02'W L499 21.05' N82'27'21"W
LINE LENGTH BEARING L278 6.63' N0562021"W 16317 3.02' 541'33'49"W L412 15.01' 559'32'29"E L500 24.78' N21'50'28"W
- IS_11' N63'3731'.W L279 7.88' N06-19'16"E L413 19,23' 579.11'23"W L501 20.31' N84-00'391
7 i0.01,' N40'03'47"E L28C 15. 45' NI 6'19'21"E L414 21.67' N36'33'19"W L502 2625' 568'1615"E

168 16 04
4 00"E 16281
12.75
N24'57 '00"W
L415 16.81'
N2745'00"W
16503 27.19'
N53'27'51"E
16282 4.76 N66'49'19"E 16416 1 1.87' N30'28'1 7 'W 7704 24 61 ' S87-42 41 "E
16.283 24.87' S8252'13"E -117 30.79' N71'l5'35'W L505 29073' 550'01'35'E
L284 18.87 584'27'07"E L418 35071' N78'15440'W L506 26.89' 573'5401"E
LINE DATA ALONG 16285 20.36' N73'5021 ' E L419 23061 N52'03 19"W L507 1 100' 580'34'05 E

JURISDICTIONAL WETLANDS 286 21.86' N69'1.353"F LINE DATA ALONG L420 24.16 N53'07'01"W L508 31.96' S18'27'19"W
.-287 20.45' S05'5037"E JURISDICTIONAL WETLAND it L421 16.93' N73'38'2 t"W L509 18.71' c07'21'00"w
LINE LENGTH
' BEARING
" L218 17.98' St 9'50'26"E
LINE LENGTH BEARING L422 1],00' N58't 0'52'W LS'.0 1437 S1 _`, 35'01"W
L9 20.15 N525757
E L289 x276' 518'03'00"E
'
'
" L423 25.67' S86'54'01'W
L10 18.57' N41-2331"E 7290 3
2.88'
513'09'46°E 738. 22.15
M16 3
1 ?
I
16424 26
13'
N70'27'1 3"W
Ll1 19938' N351840E 16291 13'9 1'225'47"E 16382 2 60 -''.'t
c .
L425 39
24' N56'28'45'W LINE DATA ALONG

L12 19.67'
N33'50 31 "E
729? t 1.93
Soo 42 14"W t 84 v 15` 3 " ,
L426 14
59
N5333'16"W JURISDICTION AL WETLAND 16
L13 25.73' N48"06'31
E
x.293

26.8" 1 8 40 'W

569''
L384 31 3 , +
5 `,9 F .
L427
15.75'

S82'29'48"W

LINE LENGTH

BEARING
4
16'. 1 6.55'
N23120t " 16385 31,17 N2t'16'33"E
16428 12
55'
N81'1206"W 51 1 10
L ".21
N36'1217"E
16.87 N08'5932 L386 28.49' N23'59'26"E .
X429
15
67
N67'57 33 "w x``_.12
7.50
N47'18'30"E
L16 17.32' N24'18'4 LINE DATA ALONG L38 39,49 N2a'a6'E .
L430 1

'23'W .513 1 6. 34 N60'0641 4"E

Lv l8.aa'
N25'00'T."E
JURISDICTIONAL WETLAND7 16388 8 45.87' N01'33 3636E

'
L431 1 4 4290
'
584
57
S8a'STOB"E L514 18.17 N88'10'09"E
1618 37.31' N79'38'00E LINE LENGTH BEARING 16389 43.09
N03'n4'17"E L432 16
17' N10'3750"W -515 '.6.05' 509'43'56"E
L19 14.86' S16'43'39"W L294 202'
N36'23'08"W 16390 38.57' N07 '36'27"E

'
' .
16433
24.30'

N60'02'42"W L516 3928 517'06'35"E
1620 22.10' S00.'31'24W 295 9.24

X'
N59'331 1 °E L391 29.51
NO6'04
36"E
'

La3a
19
93
N61 '36'32"W 16517 15.67 58245"E
-21 15.92' 529'5426"E 16296 14
.27
N3
14538"E 16392
36_61
N04'2300"w .
L435 2260
N4208'17'W
1.518 3I
250'2239"E
-22 2002' 524'25'00'W L297 220]' -
N22'39'O6°E L393 29.73' N00'57'39 "W L436 14
11' S66'48'15"E 1::19 21.69' S8T 13'0}"W
23 20
7.01 '
537'37'15"W
L298 17.42'
N16-4159"E L394 16.24' N05'06'52 "E .
L437 9
09'
S42'35'25"E 1.520 16.62 S86'29'1 ti"w
1624 22.06' S83'23442"w L299 27.78 N07'3"51"E 1.395 36.00 N24'32'51"E
' .
16438 23
32 563'3256"E `521 16.53' N86'16'00"W
1625 19.71' S14-40'46"W
7300 17.16'
N13-57'37"E 16396 25661
N26'09'23"E
' .
L439 38
44 S431949"F 16.522 10.72' 581'24'21W

1626 17. 0x'
S01'?8 10"W
16301 26.61'
N19'2 32"E 7397 27.36
N25'S6't 6"E 0
16440 27
97
560'53'26"E
L ??G"W
1627 1:5.53 585'24 as w L302 9.
1 ' a7"E
S05'1 16398 19.96 N30'36038"E .
L441 28.52 S7627'41 "E
1628 2832

'

'OB'W
S29 "54
960'
16303 3}.60
S06'a1
'33'W
163 99 11930 N13'4748E
'
'
'

L442 31.92

SST3a'47"E
L29 24.61' S37L 37 L304 22-52' 504'14'06"W 16400 29.25
N; X06
14
W
16401
'
'
'
" 16443
20.62
Na5'39'26"E
LINE DATA ALONG
L30 21.93' S63438'G6"Vr 16305 19.19' S17'C6'S7"W N08
15
43969
02
W 16444 23.54' S64'i59"E JURISDICTIONAL WETLAND 17
1631 22.48
' Sar,'a( 16306 13.96' 516'20'0'"w L445 17.52' 532'28'27"E LINE LENGTH BEARING
-32 27.92
' S 1 49"W 777 1294' 531'29'47"W L446 2121' S47'2408"E . nF'
'_33 16.38
'
' 1 10 13".7 ,776 L447 19.98' 549'08'34"E L 2 C 17 u
1654 14937
' 101'412 -^_ 16448 26.87 566'12'25"E -
-35 22.x2

' N23371I'_

' LJ10 C4'' .'n-10'a9"W L449 30.26 S61'58'34''E 20 raa E
83
1636 1559 NOo .7J
15' L450 27_11 5674406"E 16521, 21.21 N41'3a'02"E
ALONG LINE A 16451 22.69 569'39'56"E L53C 17.34' N0135015"W

JURISDICTIONAL WETLAND 8 L452 16.45' N87 '50'20"E 16531
2280
N2 0't 1'45"E

LINE
A ALONG
LINE LENGTH
BEARING 16453 27.08' S61'19'07"E
'
" -532 ^.3.04' NW26'31"E

JURISDICTIONAL WETLAND 4 L454 33.06
-455 31
23' N60'O8
58
E
560'46'45"E ._533 14.17
5
4
' N46'42'47"W
'
'
"

LINE LENGTH
BEARING .
L456 21.35
531'04'46"E I-
3
19635
L535 23
38' N42
55
45
E
575'50'50"E
,37 66.58 N50'19'40'W 16457 7 S09 .
L.35 16
41 N39'34'02 "E
L38 1855 7 21
' N?05902"W ,
16458 40.'?
? 50916'27"E .
7537 32
02' N47'15'49"E
L39 1337 742.52o3'W -314 12.70
' N284541 10"W 16459 X0.9 E 50209'58"E .
"° 28
30' N35'41'54"E
L40 14.47' S04'47't6'E L237 20.77
' N3740538"W .
16839 21
60'
1 6 N31'29 ' 33"E
L41 13.49' N72'0339"W L238 16.20
' N1444249'W .
-
540 2
0' N 7T5 7'35"E
775
L42 14.99 N01'05'56 "E L239 9.71
' N42'S8149"W
-
547 22
78' N
'21"E
L43 7617 N19-18'58"E L240 13,94
' N24'05 '07"E
'
" LINE DATA ALONG .
1542 23
67' N66'l7'21"E
Laa 23.7 t' N32'37'1 3"E L241 20.73
' N03'50
00
W JURISDICTIONAL WETLAND 13 .
16543 27
79 N33'05'18"E
L45 33.56'
1646 37
59' N415714"E
N80'24 30"E L242 9.43
16243 26.34' N50'43'42 'W
N0846'30F.
LINE
LENGTH BEARING .
L544 46 .01'
N 1 5'55
'09"E
.
L47 38970
N56'1I 43"E
L244 15.16'
N26"34 17'W 16
460
-
-' W
-' L545 27.75

' N23'1 6'03"E

L48 29
09
S46'S3'32'W
16245 8.39'
N04'2842"w 16461 13 d= W
N64 10 40 7546 13.00 519'09'43"E
.
1649 11.25'
531'@.7'45"w
L246 7972'
N08'14'26"E 16462 135n' N51'42'S8"W L547 20,43' N33'39'09"E

L50 33643'
S45414'19"E
L247 8.38'
N07427'58"W 16463 24.85 N8G' 11'21"W L548 16.90' N40'46'529'E

L51 30.02

S55420' E

L332 21.23'

N23'27'"W

16464
.'
1
07
6

516
7
'
0
54 W 16549 28.24

' N30',3 0490E

L5 19
25
532'35 44
'44"E

L33 15935'

N01'IB'4040"E L465
1
2.15 S861
9
26-W L550 21.72 N15'25'47"E
.
1653 3
32.1
4'
'04"E 16'334 4 1 6.61 '
N02'S6'01 "E 16466 19.67' N46'S2'Sa"W L551 23684 526 08'05 "E
L54 17
87
.' S
S2525 3636'54"E
7335 1 3.36'
N64'21'03"W L467 22.25' N71'57 '12"N L552 26,07 52'.'5910W

5 23.85'

58'12'31"E

16336 22,16'

N30'28'41 "W

L46B 19.03'

N5:'S5'33"W

L5
53 .'
16 9
1 505 'E
'56'55
1656 6 21,04 N87'57 n7 w, X337 12 36' N69'36'25 E L469 22.47' N67'1 0047"W 16554 22
.95
' 527'21'34"E
L57 13.36' S78'37'47 "W -338 15.25' N54-36'22"F L470 24.94' N72'15047,A 16555 22.02 535'2224"E

1658 23.78
N5441 6'44"W
L339 27.19'
S13'a4'<7"E 16471 23928 N50'3739"W '556 12.19 535'4241"W

59 5.71 '
1

79'42'S7'W

16340 19.98'

159'33'52"E

L472 17.53'

N39433'30"W X557 17. 86' N88'13'o0
"w

1660 15
93
578"99'41"W
7341 17.00'
N2'12'16"E L473 2079' S72-33'35"E 1558 22.98 S7808'58"w
.

1661 3246'

c4g'2 "01"w

7342 14.35'

N '

1647
4 18.11
584'39'27E 16559 1 8.68' 585425 " '6'W
16343 26.49 58'51
N 184 L475 12.32' S7I'08'58"E L560 19.23' S51%44 2004h
L344 19,87' N73'40'391 E L471
18.52
'

574'00'
33
E
16561 29 71
51 9'52 '49"W

L345
7'
15
.9
03'16"E 16477 36.06' 554'43'2
E -562 18958' Si 1'12'34"E

LINE DATA ALONG -346
1
4.5
t
' N28'23

'26'W

La78 7
Igg'
589'09'50"E .5.63 19.82 503'43'01"E

WETLANDS

L34
1
4,
99

N30'S6'S0"E L479
22.28'
572'25'48"E -`s
4 20.74
'
515'08'58"W
LINE I LENGTH I

LINE LENGTH

BEARING 1

L3a
14
4
,6'
N C8 " 29 2"E
La80 14.92'
560'47'25"E -565 11.74

' S51'47'13'W

'
'
"

16252 41 4p'

N67','-9'44"W
16349 26.73'
-350
N16"28'28"E

'
'
" L4A1 18.00'

L482 15
5
2' S71'0322"E

574'34'26"E L?66 21 74

16567
24.15 S13
03
23
W
S26'14'37"W
L25.'.
.`

"
N33433021 W
'
"

7351 11
38' N57
S5
OS
E
N71'29'c5"':
r .

L483 14.82

363'23'22"E

16558 ,3262'

536'05'20W
L25s
20.44
1 583'1417
W
0
0 .
48'
L352 15
531'40'08"E 16569 21.24'

539'2422"w
L265 24m77
L256
10
74' N64003
05
w
N49'53'57'W .
16353 16.67'
S04'0?'36"W Le,70 ve3'
71
L` s3e'sa'3a"w
"

.
16257
25.38'

589'43'78"W

16354 10.55'

502'53 '48"L
LINE DATA ALONG 19.?8

'
1
572 27
67' 5705803
W
4
'1
"

16258 30
01'

N82'43'26"w
L355 1077'
S22'16'32'W
JURISDICTIONAL WETLAND 14 .
.
5
3
' 5
5
226
W
'
"
.
L259 21 . 83'
572'41 ' 37"w 16356 g.91'
' SO 1'1434"w
' LINE BEARING -
;
19.18
74
16
5
7
26
0 57147
45
W
5 19
49
'1
2 W
16260 17.64' N50S 1'33"c 16357
15.29
528'57
}
'
'
L484
-r. I?.W
L-'75
7
5
269
7
563'
09
'3
`'
16261 25 67'
N48 40 48"E 16358 12.6

' 13
522
52
' L485 i''2<'W

',. 6
2;53' 539'35 at"w
16262
29.23' 572'0827E 16389 940
16360 1385 S1}'
07
'18
' 16486
16487
U 551''14"W
'
'
" -517 16.27 558'4903"
16263 22x2' N68'S4'a9"E a0
St8
S0 3
12
28
E
0

264 329
fi
16265 2771
580'23 32"E

N61'02'42E L361 15
16362 10.63 544'39'36"W

'
' ,,CARp "',,,

? 16489 05'04"E
4'

0'38'54"E -5
'S 17 90'

1580 26
81'
557'34'
?
S28'37'1 "'E
16266
21.69'
N77'S5't
0 L 16363 8.35

L364
' ST. "00
w
S3
'
'
'
SS
"O?? lON •? .

1658,1 11.89

S64'1518°E

L267
71.40' 584'0519"E 21.65
16365
14.74' S17
07
W
S8
S35'39'54'W
9
••Q
L582 9.35'
577'18'55"E

-366 13.31
520.4635W
= SEAL
= 16583 2.16'
1 523'333"a

8'

16367 21.04 '
s2 24'19"w
= r L-4194 X584 25.11' 540'2
5'11"E
L368 16.49' S15'15'36"W T Jz
' es 7 40' S n' 19 20 "w
16369 14.67' S02'a 7'29"W 'i o• S?RV,1'••?
?? 1586 21.47
' Na7'41'4=,"W
370 1472' So9 X0'16"W ?
'r ?'••....•• Q L5137 19.,1
' N715 38"W
"

371 6A'

Na 3a'4o"w WP

q
.45
i
NO6 i 95
w
"
,unu ?L1o
A L589 2
6
16590 29 0' N4o 4544
W
N48 55 SG"W
LINE DATA SHEET 1 OF 5 °°
??//11AA++..
09
22
09 -91 3681'
'
' N°313'3',`
'
/
/ =92 33 .88 ^v 53'S448
1v
LINE DATA ALONG
JURISDICTIONAL WETLAND 25
LINE LENGTH BEARING

15'
09"W
N'6'11
No' 06,30,c
Li 90' N43-25 . 4..
- 20.06 N073204"
G. 3' Na'11' "W 21
= 18.16' N060904
- '7.10' N19'3951"w
7 '9 65 N 4 37..w
12 N1 ^'17"W
c'.9 '74' N34'01'4s'1v
960 21.10' N20'54'06"E
1941 17.95 57'56'14E
L942 18.22' S40'4a'O1
563 9"W
,914 1 1 S72-32 '-F,.F
!945 21.82 574-5220"E
1946 24.74 586'2647"E
947
1948 _
749 7
L95O 'i_
951 1 "?
W
1952 "-
7953 "E
954

L955 30 ?4
"`
L956 1508'
5
C
1957 e 11-52
-
'95b 23.54' 566'3 `.;'
1959 19.'3' -7 '3
"'
? -
L96C 1.53 115
"i'
196! '-9.87 S633'45'?_
'_9E2 21 38 S83'
1963 4
7;'6-4-
6'
1965
2E 2
L966 19.76' 4'48':;
L967 '. 4
1968 1 1 ' -4'4' 41"
'L
L969 ?9 RR ^' 14 Q'
L970
.971 a'
23.9
L972 1'
20.9 N53 5?
L973 4'
8 6
-974
1975 1' '4'
L976 937 '4L"
7977 ` 56' N5 1'4 4"
L978 1.01 7' 641
19'9 1
7980 19 66 S61'53 5? E
L981 21 7 ' t '
1982 1 1' 7 ' 7' `
L983 11 q I' N6"46'46 "
L984 1594 ' N 1'41'' " 81
L985 1888 N79'2 2 '01
L986 !5.46' 0'1
7987 31 22' N 4'n ,.,1,_.,
L988 38.40' . 7 '4" `
989
L990 40 82 N7a'2'4 "
L991
26.30
5
L992 s .7F' ' 1' 7°
N
993
c
L994 17.41' '4
1995 ^1 4' ""4F"F
'_995 7 1" 4 4-

LINE DATA ALONG
JURISDICTIONAL WETLAND 25
LINE
H
LENGTH
BEARING

N78 24'48"L
N00.4459W
N03'04 '40"E
7
N17'4442"W
S70' 1 1'20"E
S74 US 5S'
- 5553 '47
. 8' S30'1620
':. 69' 5`2'43'38"E
_.'76' N85'36'19E
3' 69' N5737'04"E
71016 32.61' S02'16'51"E
10" 27.71 21'1258W
L1018 23.12' 578'5653W
2' 47' 550'2903"w
- 46' S21'0514"_
16' S22' S`
7.42' S50'1C'

r.)4 46.46' S435213 _
'_1025 32.22' S54'0304'E
'1026 34,72' S460743E
17027 35 26' S0437'3,4
L1028 25.'17' S48'S8'1B"W
11029 25.03' S50'2 '2 'w
'1030 26.35 562.34'49"w
L10}1 12.77' S39'50'5 9"W
L1 C32 1',.89' 537'30'U9"W
_1033 1 P-' '502, "W
L'C34 15,6" N57"5'.'11
L 1.035 26.32'
!
N28'47 4 v
Lt035 17.23' N35'11'43"V!
L1037 7' N26'1 1'E w
X1038 13.74' N6?5'18 W
"
L-J39 '. 7 F ' N35 36 "W
71040 9 17' N08'3 '44"W
L1141 16.63 N03 '4 'E
LIU42 0.83 N54*53 'S "W
L'C43 N^ I'
L1"aa 36. 9' N7a' 9W
1
L1 p45
?
0' N
70'52'53 53 "V!
L10a6 2041' S72-1 0'49"w
L'C47 N rat'
111148 14.54' N '44' 6°
049 1 w
LIC50 19.04' N51'S74!
L105? 1 82' N41'3"3?"W
'_1052 33.99' N74'50'SL'Vi
71053 ?Q 06' 1'1'7 W
1054 25,13' '%'/
11055 a 4' -w
11056 2367' "w
L1057 '."W
L1058 4981 %"VV
EC3
L1059 19 4' "W
1060 a a' 5"w
L1061 9.11' 4W
L'062 278 9"w
',.1063 3t' 19'7 '' "W
1064 a?48' 153'05'7W
L'065
'1066 2^ "' S27'33'C-'1 W
Lt 067 52 '!15"W
1'068 4.15 S' '44'"1^N
1069 7 7 7 ' 4"
L1C70 '21 7"W
7' ' 41' a "W
S 16"

0 4 7"
?' 33
1' 1"w
L107' 4"W
CC78 7"W
'_1 (i7G F4a'
S05. W.
71080 1 -1' 4-
L108] 15 91 N16'44 ' 28'VI
-,1082 23 j 5' N 'ts' 6
_1083 n7 N27'41 "'V
11084 4"i Y!
L1085 4 12' N20*08'ln V1
X1086 1' '^4
L1087 - 3 7' N1 -'
L4C88 44
'-
N4?'-8 -14'F
L1069 3^ >' t - -
L1090 "S,88 N'
L109' 38.19 N'
'
L1092 t s7'
- s'
1 •4
49
L1093 1' _' s' 9"W
L1094 47. 7' 14'4 '47'W
L1095 _ 5 1' 4"Y
L1096 '1 4929 1 1 ',V
L1097 1 7' 44 "
L109B 1? 2l' 74'
L1099
7'100 W
L1 101 ;R N-111l7"W
11'02 ..4 vcF,'.
_ W
41

LINE DATA ALONG
JURISDICTIONAL WETLAND 25
LINE LENGTH BEARING
7
r 6W
N704247W
P N48'S802"W
N60'0011 N
N29'S3'24W
N224CN
N47'4044'N
N'. 5'C3'2 VF
S1' N2541'11 "N
N`9'35'48'A
A.52 S57"1S"V
1 j2' S84'CB41"W
00 570'0720-W
2280' 5873 1'115"W
?I 24.10' N80'44'01"W
[ 4559' N863828"'N
4241 S59'4205'N
28.3 i 519'3407"W
3168' S14'2057W
3 91' N 743
24 . 74' 545.3 '47"N
1 CIC S05 2C' C-=
36.05 44' I '
1132 20.96' 558'09 4w
9.07
'S3'W
535.05
L ". 3a 49 S56'2 C'40`W
-!?= 25.05' 150'57'02"fJ
c_1136 1877' - 4'OCl'V+
L1137 187_ 535'4547'01
L' 13B +3.62' 5451131,
'_' 139 24,93' S51' 7'011"W
''- t 1411 19.91' S41'S6'S?"W
_114' 25.9_' 4'^t' W
L' 142 23.89' 505'08'05"v.
Lt 163 20.32 506'11140 1,
7.44 1F9 75'2-,P•'w
45 ?1 95' 8 F 1,
L'I4F ?S.ta' N38'233'''w
'.1141 1.7.. Nn0.39""W
L114b N '-
L1149 '11 N4"1"'
Li 1'11
o '^'4
L!151 1° 1'4'
L1152 1 1 °' N 4- '4 "W
L1153 16.9 ' N48-46 '1 'W
L1154 1 7' N44-32 '13"W
'._1155 17'.1' N' .11. "W
','.156 '4."' N6"W
L'157 +7,14 N41' 1'0 "W
1156 N 2 "W
L' 15_ N4445' "W
_1160 R, N
71161
33 2 5'
N 7'4 "W
11162 J N202406"W
L1163 NOE-4427"W
L' 166 18,7 2' N ""1' "W
L1165 N6 '32
_1166 74'4 '1 `^N
71167 34.3 76'1 '07"W
L'. t 68 26.1 7 ' 7' 11"
1'169 20,85 54'1603"W
'_ 1 1 70 N11 •'"W
Lt 171 1 .77'
?lplopl 7 w
L1172 1 22 26' S72'41 '- N
11173 187 37'4121 A
11174 ? 40' 114
L117? 4'17'1 '1v
11176 ?4 '11"W
1'177 4
L1178 S -5E "W
1'179 4 4c
L1180 11 '?F'1 a"w
n 81 1 4
11182 a '40''
L1183 20 79 Sl? -
L1 1B4
!'
?34
L1185 ' 1" 4'
L1186 - 17* 108'4
L' 187
L1188
42 85' S1418 50I
L' 189 -
- 1' ' 71
1x0 17 4' M

91
4 09
192
`
'1193 39 71 1 '44"
•"`
L'194
L1195
11oF
L'197
11196 '4 '7' 1 4
L119a 1
L121C 1' nfi"F
X1201 t F"W
L1202
L1203 1 11".
71204
11 205
L1206
L1207 I'1,
L'. 20 8
-121 1 1 4 N
.121 ^
L121 1 'p
t_

LINE DATA SHEET 2 OF 5
LINE DATA ALONG
JURISDICTIONAL WETLAND 25
LINE LENGTH BEARING

29.43 ?.1 3036W
.:21 26.68 N72'1230W
121 35.06' N42'18'58'W
'<2 38.24' N21 5807"E
223 40.40' N08' 14 '9 _
;'224 31.24' 136'30'2 E"C
11225 39.91' N25'28'57 "E
L1226 40.35' N41'17'21"E
11227 28.88' N45432'23"E
_28 39.01' N24'34 '38"E
29 19.75' 116'02'26"E
1230 25.62' N47'07'55 "E
C-1 26.94' N19038'351
11.52 24.74 N31'5'45"E
11233 26.41 N45''.4'26"E
'234 31.04 N35'14'47E
.1235 30.14 N55'43'OB"E
. 1236 22.35' N40'34'071PE
1237 27.56' N45'46'31 "E
11238 24.11' N52'59'27'E
239 26.58' N3541348'E
L'. 240 34.06' 160'23'05"E
L!241 20.68' N52*21'01"E
:.1242 1849 N37'35 '41"E
'.1243 24.89' N55'43'25"E
-%44 2022 169'1 4F"F
11245 20951 N206t'.''._...
-246 21.38 N29.1
L1247 17.80 N20'4 '
_I248 20666' N29'4
'1.1.49 21.86' N03
01250 20.14' S7541340"N
L1251 23.97' N26408I3"E
L1252 29.35' N01'05'24"E
L 1253 !2.42' 53130'20E
L 1254 19.01' S85' 1046"E
L 1 255 21 .97' S60'1 4' 13 E
L1256 22.13' N62'59'36"E
;.1257 18.17 552'2827E
_1258 25.79' 176'47'20"r
'1259 14.22' S64'23'16E
L 1260 17.22' S47'52'52 'E
11261 13.82' 588'19'03"6'
L1262 11,17' N80'35'1 5"E
L1263 22.45' 118'16'21"E
?64 20.72' S27-2458E
01265 19.98' S79'07'00"E
L1266 18.79' N50'04'I8"E
.1267 22.10' N62-4454w
1268 14.87' N10001 '58"E
1269 2671' S82-1634E
1270 14.93' 171'17'53'6'
11211 15.90' 154'37'45'6'
' 1272 12.45 122'08'10'6'
1273A ' 5.11 589'58'38"E
12736
u '.5.47' SB3'42'15`C
L1274 '.6.63 N8 6'53"E
L 12'5
26.F2'
123 u2.`1"E
LINE DATA ALONG
JURISDICTIONAL WETLAND 26
LINE LENGTH BEARING
E
4"E
L133` '1)3"E
L13'6 OI"E
N58 29'47"E
'x:..75' 581'38'05"E
X3.19 S80'00'15"E
57 S2739. 24..'
3.14' N80'15'08"E
4 90' 352'3342°E
-2 S60 '26'02"E
66 589'2503"E
L345 2946 N75'08'55"E
2442' N78'20'19"E

- 184'32'39"L
LINE DATA ALONG
JURISDICTIONAL WETLAND 27
UNE LENGTH BEARING

`2N

" I W
4
I -i'02"W
';9 53 N8104727"W
54.20 574'4642W
1.32 58725"W
35 N68'05'S1"E
N7242'460'E
- 5`3'2 0"F
61' 5745206"E
33.91' N80'1431"E
136; 43.40' N80'0350,
LINE DATA ALONG
JURISDICTIONAL WENAND 28
LINE LENGTH BEARING

,C ;'38'30"W
25"W
c0 22"n"W
1365 15.93 N08'S6'58"W
L7366 1213' 14 I'1 50"W
1,567 SO F5 ?8' 19 W

LINE DATA ALONG
JURISDICTIONAL WETLAND 30
LINE LENGTH BEARING
46' 34' J '0"W
1n ^c I 3"E

62 25.36' N2, 4604"E
". 583 32.68 N26'0928"E
84 16.92 572'25"3"E
11.28' S1 7'07'03"E
11912' 5254107"W
19.95' N48'4T52"W
-.77 507'10'51"E
.0' 558'09'39"W
87' 501'05'36"W
515'00'38"w
521'00'49"W

12.87' 588'32'28"W
LINE DATA ALONG
JURISDICTIONAL WETLAND 31
LINE LENGTH BEARING
1
156' 21.05 r 4 d"w
11564 ?.I7' _"t
t56'? .3"E
5g"W

LINE DATA ALONG
JURISDICTIONAL WETLAND 32
UNE LENGTH BEARING
19.18 N31'35'46"W
_1569 12.70' 165'43'Sa"E
_ `;0 11213'14"W
115
L1 5'"
L1`
LINE DATA ALONG
JURISDICTIONAL WETLAND 33
LINE LENGTH BEARING
13.40' SLB-?8-ICE

U, 13.51' +"W
L1576
'
32.27
51' 20.48' S1 ,1E
_ X78 20.75 S20'3059"7
.79 24.13 510'05'04"W
580 18.96' 500'5423"E
11::.81 22.95 S28'1 1'53"W
_'582 20.23 527'30'38"W
583 42.30 S62'58'' 6"N
L1584 37.76' S49'2838'W
L1585 48.77 S52'30 03"W
L1586 37,10' S36'24'20"w
L1587 42.27 517'36'27'7
L 1588 34.32 S36'5059W
L1589 31.01 S12'13'37"W
L1590 32.00 557'5314"W
.1591 28.80 S26'44 4*
L1592 29.74' S20'08'10"W
11593 31.34' 533'59'23"W
I '594 30.57' S04'44722"W
595 37.45' 516'26'56"W
S96 30.11 S30'31'35"W
-97 26.96 SO t'OS 45 W
39.01 517'5617"W
' 25.85 Si 7'02'48"W
4 ,1 SC,23, E
516'53 36"W

il, 533'52'28"W
Sc637 `3"w
.,<.55 SC 4'36'!5'W
9.50 S09'23'S81jW
oli6 20.50' 50429'42"E
17 13.82' 5261205"E
_1608 12.92 S64 OO 51 "E
1609 1273 S59-21'19"E
1`010 17.01' S550320"E
L 1611 4.63 563'36'05"W
612 6.98 525'1943"w
9.39 N30'2202w
4 3.84 N56-52'17 'W
9.7'1 171'2 7 51 "W

06' -
N65 28 36'W

L , 4.80' S3 t'4<23'W
1 18 2531' 506'52'40'-
1 1 5 3 1 0.55' S04'58'1 1 "W
LINE DATA ALONG
JURISDICTIONAL WETLAND 34
LINE LENGTH BEARING
24.51 N15'0345W
?IE25 3201 N10'42'O5"E
1526 29.35' N0514 '12"E
1 18 C2 N 25' 36' 15"E
. Ifi28 1430 N49'0916"W
" 1240' N23'23004"E
1'530 23618' N09'49'38 'E
,.1F31 15.09' N08'28'55"E
532 2929 136'40'2 lrjl
L'f iI.96' N07'00'S
4 X7.61 N30'1202E
9.19' N2 1'46'05"E
E.73' 11450'56E
2772 N25-0418"E
?6. 130'48'05E
LINE DATA ALONG
JURISDICTIONAL WETLAND 35
LIN LENGTH

8"E

F 1,43 3044W
1581 527'2117"W
1623 N71'2002'W
1921'
39.17' NO156'42E
22.75' N67'39'26'W
1.1648 19.87 N06'2259W
1F49 16.63 N02'03'S2"E
11650 28.86' N54'17'35'ih
L1651 34.37' N1 6'37'30"E
155; 33.81 N68'07'16"E
1.;53 24.60 N26 54'37"E
27.06' N05 12 47"E
3422' N1 i2 54"E
L1656 24.72' N04'25'51 "W
L1657 28.31' 08,18 36"E
L1658 19.12' N1.,1? E
L 1659 23.13' N 4 IT
1.1660 36.44' 1'a',
LINE DATA ALONG
JURISDICTIONAL WETLAND 36
BEARING
s'3e"E
3"E
4'00"E
31E
? E
20 558'45'12"W
N43'49'47"W
2

LINE DATA ALONG
JURISDICTIONAL WETLAND 37
UNE LENGTH BEARING
L1748 14.33' S67'08'41"E
L1749 13.19' S00'DS'S9W
L1750 5.88' S'3'48'23'W
11751 8.15 537'26'07"E
L175'2 2.1.08' 500'17'49°E
LINE DATA ALONG
JURISDICTIONAL WETLAND 38
LINE LENGTH BEARING
7.P1' n: i 38"W
2"E
19"E
-X8.17 N?r48'23'W
<. 71 10620'59"E
'.6.83 N09'31 *38'E
_1759 36.78' 112'14'19'W
Li"760 2231 N08'19'S5"E
LINE DATA ALONG
JURISDICTIONAL WETLAND 39
LINE LENGTH BEARING
I ...37., o.E
i 9'58'03"E
' 1'17'97"W
9 29 5.0',.9 JS W
L1165 5.59' 554'5931"W
LINE DATA ALONG
JURISDICTIONAL WETLAND 40
LINE LENGTH BEARING
K0' S375147"E
5_3' 1 1'37"E
4'5255E
' 564'43'40"E
532'57110E
S2'25'03"E
5'4'
579'
j
555'
L 14 S4LINE DATA ALONG
JURISDICTIONAL WENAND 42
LINE LENGTH BEARING
GIN
T73
LINE DATA
SHEET 3 OF 5
LINE DATA ALONG
JURISDICTIONAL WETLAND 41
LINE LENGTH BEARING
_1719 4.6 157 -1'36"E
1 776 9.2 N62 3h 41 "E
L1777 28.0, S63"4191
L1778 5.04 S34'2708"E
11779 8676 S63'4705"W
L7780 12.97' r488'1 2'52'W
L1723 19.19 S40'01'13E
1.1724 10976' S69'23'2 "E
L1725 12.85 S67'22'38"E
1.1726 3.60' 564'1427"E
1787 11.49' N08"38'30"E
'. 28' N52'27'33"W
N09'55 19"E
164'3142"E
S12'41 '36"E
9 S43'1 5 11 "E
84' 558'47'26"E
1,2 565'4354"E
' 567'1729E
_t 796 42.28 S5443635E
_1797
L 18.44 517'4046E
11798 36.22 551"13'49"E
L1799 15.77' 517'1242"E
L1747 22.06 S32'0627"E
LJ844
4.10'
57516'57'W
L2011 11.15' 1132'31 12"W
L1801) 13.80' 577'36'12"W
L1801 15.70 N04'09'45 "E
L 1802 16.31 N61'5412"W
11803 18.92 N61'1354"W
L1804 27.26 N4713'1 VW
L1805 25.06 152'2550"W
118(16 188648 I463' 1 6' 181
L2012 1235 N63.01 07'W
L1783 33.11 N65'0615"W
L1784 34.61 N64'1 1'06"W
L1785 552' N5531'4B'W
1786 153'35'45'-
L-?OIi _'_.d Slr
LINE DATA ALONG
JURISDICTIONAL WETLAND 46
LINE LENGTH BEARING
-7 2658 S77'2812'E
L 1808 27.62 565'4559"E
1809 28.60' S52'53'45"E
L1810 30.39' 567'2532"E
L1811 36,93' 555'05'39"E
L1812 25.31 S65'36 16"E
X1813 29.23' N
'1814 24.82'
L1815 2535
1816 3'22 L:
181 7 59
F
7

i 71

48
S09 19 4"W
SI' 31,` I
s 17' SIT 1248"W
'8" 1299' N39'04'41"W
L1827 20.57 N11'5132"A
1.1828 35.51' 172'38'34W
L1829 18.84' N0748'52"E
.B30 2125' N28'2952"W
1'831 20.49' N414358"W
11832 35.92 N29'23'32 "W
_ 1833 25.98' N41' 18'01 "W
_'834 19.89 N52'4945 W
-1835 38.85' N52.42'1 CA
' 1836 29 !4' 168 5 09"V:
'._1837 39.6` r143'00 42A
1.1838 37.14' N60'2213W
L1839 2740' N57'26'47 "W
11840 2683' N63'36'1 7'W
11841 25.92' NIT 45'15"W
11842 47.31 N59'1937"W
17843 :3.55 N19'40'18"E
L 1844 4.10'
S"E
N7516, 7
LINE DATA ALONG
JURISDICTIONAL WETLAND 47
LINE LENGTH BEARING
L 1861 1FSa' .1,875723-
Li862 1.33 N4 (,IG-W
?863 22.99' 18220"W
_1864 24.44' 14434628"W
11865 18.02' N4`21 '47''W
',_1866 30.47' N41'06'50"W
L1867 24.33' S88-0226"W
L. L 32.62' 557'4055W
11869 19.39 582'2416W
L 1870 11.15 553'4308W
LJ854 22.79' S79'50'S3 W
L1859 12.93' 544'38'03"w
L1856 10.16' N645703W
I_I2.74 147' S45'45'S3"'W
L1875 19.63 S80'2530W
L1876 16.45' N60'14'30"W
L1877 19.72' N67 48'45"W
1CGC' 1.32 N34 12'52"E
1 1,,15' 5644942"E
'C02 12.81 N85'05'23"E
9.02 5502848"E
58 ' 707F.
3803"E
- ?y I3 '.9'76"E
LINE DATA ALONG
JURISDICTIONAL WENAND 47
LINE LENGTH BEARING

7 ?.
?4 3 F"E
l 2'?' lo'E
N2"38 08"E
57918 3E
r15a' l 4' 13"?
N49'38'38W
LINE DATA ALONG
JURISDICTIONAL WETLAND 50
LINE LENGTH BEARING
L878 46,L5 S- x'_7'51"W
79 __
25 06 -
`,Of' P
880 20 /9 ':9'46"W
1'.881 35.29 S64". 2'30"W
1582 27.92' 541'2605"W
1883 27.34' 179'1348"W
1380' SB8'44'46"W
'i.75' N52'30'38"E
". 77' N76'26'31"E
?J.04' N57'55'51"E
2.5.76' 141'08'57"E

n"i 7'.76 N38'00'01E
i 10 19 1 NSti 27'4:3F
1'44"E
LINE DATA ALONG
JURISDICTIONAL WETLAND 51
LINE LENGTH BEARING
11892 36.74 534'1221"W
L'. 893 11.26' S792821"W
2'!.42' 535'04'33"-
20.50' 57404'14"W
896 17.90 530'4457"W
._'597 30.53' N13'12'06W
1898 ,4.32' N69-1913E
L 1399 32.99' N6100'31'E
0900 1.39' N43'5509'E
11901 23.29 N78'0434E
LINE DATA ALONG
JURISDICTIONAL WETLAND 52
UNE LENGTH BEARING
', 7.28 532'29 47"W
1 a 26'3,. 2'.-
N63'23'32"W
N09'56'03"W

=y N87'54'S3'E
-3.86 N135407
149'37' 3
77 562'49'34E.
LINE DATA ALONG
JURISDICTIONAL WETLAND 53
LINE LENGTH BEARING
-

h

,.4., 7..E
191, 44'18"E
L191fi 13.8' 4u O4 '32 C
LINE DATA ALONG
JURISDICTIONAL WETLAND 54
LINE LENGTH BEARING
97 3495 N38 CC 19"E
a 23.30 N26 26'45"E
24.06 N29'21'WE
N03' 59'58"W
_
:.41 545'2342"E
". 04 S45'23'42 'E
?.. 74 S00'38'03E
P..87' 515' 35 24"W
32.42 S140747"E
1.1976 47.82' 513'23'05"W
1'927 40.28 S04-2716W

I. 40.89 516'18.25"E
424 - - S62'42 30"W
1 4.75 S61'59'26 "W
2.77 181'27'07W
I "1 47 S 1 T 35'04"VV
- t
1 o S58'580S9"1
_
1 26 500'3920"W
- 23.79 S20'47'40'_
1936 23976' S12038022"W
L1937 36.21 S14'03 SI 'W
L19JB 18.00 514'0009W
11939 30.26' N79'42'20 "W
L1940 25.64' N71'08'4B''W
L1941 19.76' N57'21 '3B W
11942 21.30 N48'1015W
'.. 1943 18.04 N73-3104"W
Lt 944 29.52' S7070'56 "W
'_1945 19.95' N6T19'58"W
'1946 20.24 N16'10 31'N
"
I x 22.74' 12726'30E
'948 ,1",.51 N16'32 '19"W
L1949 34.59' 181'37001"E
190 3339' N45 3802°E
20.15' N`4':)2'041tE
752 19.22 N50"2035E
953 25 29 N41' i _ 27"E
954 2...00 N3406'01°E
1955 3761 1427'11'35"E
_1956 34L57 115 ?J 291
11957 39 24 W -, .x'28 "E

L
JURIS INE DATA
DICTION ALONG
AL STREAM A
LINE DATA ALONG
JURISDICTIONAL STREAM A LINE DATA ALONG
JURISDICTIONAL STREAM B LINE DATA ALONG

JURISDICTIONAL STREAM E L

JURI INE DATA

SDICTION ALONG

AL STREAM I
UNE LENGTH BEARING LINE LENGTH BEARING LINE LENGTH BEARING
TH
LENGTH
BEARING
BEARING
LINE
LENGTH
BEARING
11 '-6'a6"v+
E

'
"
12,
571' 4 '44'V,
L 4 68 '4`
E
?9
'
"
14 C 556''3'31"W
8 5554x
08
E
Na8'l aa7 L, 6 1 '? 0 W
3 546'3 50'W

'
E

N40'3a'32"E L -7 1760' Sa_'a' 22
'
35 6 4'
' 534'
45
29"w
S47'25'Sa"v+
J7 N58'10'29E
179 18.90
15
2' 3540
S59
N79't 6t9'r 4' 'S1'W
'?
r r, N89'CB'OS"E

S84'00'55"E
L180 .
10.37'
N7046'44 10n 1209 E

NaT 6'

4' tC7'27'49"E
-
S55'46'12"W

L

INE DATA

ALONG

N55'08'07"E

1
81
L'82
12.72
22
35
N250114
"
'

,U 1w

-8614

541

537'5'54"W JURIS DICTION AL STREAM M
N57'48'07"E
L'83 .
' 566
3
22
,
'a
' ''+0 19 f"E 82L '3
76 547'07'35"W
LINE
LENGTH
BEARIN

N81'16'1 8"E
L184 13.06
' 1
S64
03
'
''
'
N11 -19'2 "E
826 .
22'0
S'5'25'06"w
N59'1 55'22E
L185 6.42 S68
18
3(I
.
'
' ,3U.W
-827
3x
15
556'01-5 w
N343339"E L186 14.85
6 581 54
36
.
' ra1 1 C-"E L828 .
26
16 S1'02'46"W 5"W
N31'39 4"'0"E
L137 9.x1
' 5760 Sa
.
'1 '49"E
829 .
25
50
538'54'
')'W
57 N55 390151 L188 16.30 S63
8 20 1
' '. 9-14 'JS"W .830 .
22 6x' _
528'41 11 'W 1 1 532'57'36"w
'.:1 `0' N85'55'19"E L189 23 .09
' 570 5
3
" n,l _ 5?„E L8_3'. 23
0, 532'13 "W 56< , 'a4"W
:
N40'29'17"E
L190 19684
7 58011 22
E
1
70
_aI .
12
00
S12'55 '56"W
538'49 '02"w
8 22 N51'40'16"E
L191 .34
2
' N8
5
32
'
" N0 '= 04E _833 .
7
73 S4 '4805 W N62-17051"4
L , 3 .31 N19'26'27"E Lt 2

9 14.63
7 557
29 58
E
'
'
' 75' N14 - '-?
LE34 .
37
3
4.' "W 5 1
22"W
82
L82 10644 ' N49 55'44'E 31
L19 .39
Z
' SBa
1
32
E
3
'
'
"
-
1402'
12- 4 1- 52"E

L835 .

IS a2'

530'20'02"W
35
56641 64 "W
L63 x.296 578'40'02"E
°
L ,
7 N74
42
-2
E
S 7'G'F '043 N247x. 3n'E 6836 22 76' 18'4412'E 37"E
L84 10.,4 N83-5334"E '

L .50
n 3.664 N5' S2, E 1
83% 19
69 91 'W
L85 11.01 N46'40'nn"E 9.i- r. 0 6.64 N2?3x'03"E .
L838 6
17x6
"w
S26'12'41 558'1"01"W
L86 12.91 N89'24'26"E N28'00'8W 1839 21
68 S:8'S7'2o'E 1 47
L87 13.99' N74'59'1-F L840 6
21
08 S"2'29 %0.60' 501 37'04'E
L88 11610 N51'4111 T %22'c 1 '
-9"E L84+ .
'8
24 505'54'51"W
L89 17.07' N33'1 9'34'E N 1 12 .,

-842 .
'
16
96
"1'4^ ^9"W'
L90 15.63 N5855'51"E LINE DATA ALONG t2_ -843 .
1
6 S21'5!'3
`E }
L91 14.60 N5145'19"E JURISDICTIONAL STREAMA ^a3-'<5'a7"E 1`843 .
--
1'
7 -
5'7
.. "4 >'. 0'S'

92
-
19.56'
N30'50 46"E
LINE
LENGTH
BEARING
-
NC4'14 L3 W
,545 .
22 72

"W
528.0'
'39
9 .36
534 96 2"'v+
20.44 N70'2931"E La52 4.03 S7.'S9'37` - N2a'36'4 "E 1846
27
3
' ,
S405718"E '18'0
.94 8.13 5245750E L353 12
37 S68-11'29'E NO5'S6':a'W L 47 .
_
--45
'
Sna-'o'29"w 63 ' I .q5
95 12 51 5'151'23E L854 0
13
21 N60'04'04 'F 8 ' N38'26'a8'W _845 16
2 S44'^6'19
"F 5 59 575'22 280
L56 9.07' S16a8'a9"E L855 .
43'
16 Nae'n't 5"E - - Npa'Sa'2a"w - . -

L97
6 74'
575'4204"E L856 .
12.95 N40'3747
-=" 7 54 W
198 6.53' 562'23'59W L857 10.01' N59' - 1 87 "
L99 20.52' N55-4255"E L858 19.'3 c8-"6'11"E 17 03 SCE 00
L100 25.05 N66.12 54"E L859 23
76' N36'2737E 1 "W
`101 14.12' S89'23'26"`- L86C .
16
2" N53'45'43"E 5x S ' 8'SS S"w
L'C2 15.17' S8802'56', L861 .
10
4 0'47'4 .'_ 15 71 5 8'55 55"W
1103 9.51 fv78'27'1,:"E L862 .
11
86' S54'3753
"E LINE DATA ALONG X85'5` C4
- 2256 N75'24'-1"E L863 .
1 5 -1 4"E
6.45 N70-4C 0_864 13
55' S78 43'40'C LINE LENGTH BEARING 557'56
L '
LL 9.95 N58'20 L865 .
,9
65' S79'12 '5'E S09-8 21 1
_
_
0 11,42 N88'04 'E L866 .
12
09'
S8?43'08"E 4
4
S45-54
L 11.56 N87'2213'E `867 .
1 N53'05 ' 02 13 E
•
a
"
?
516 S57'2315E L868 74'
9 N67'24 '25"E N
4
7
4
7
"
'

5.45
N83'08'0C"E
L869 .
46'
25
N57'1 0'23"E CO 31
5
0
E
S42*
974 N58'1311"E L870 .
6
38' N255740
"E '
4 S38'22 lF',

I363
173.27-7"E
L87I .
7
61'
Ni t5DQE
- N58
1
E
'

7 80
S73'03'--,-, -
L872 ,
6
16
N86'3148E N 1
48 38 E
c7
-s7'
"
50
S5.1 7 ._
_ ^_2 58245254 , L873 .
1 1 74'11'5 "E 5
pq
E
5 1-647 5,'Y!
?.52 N89'59'37'E L874 11
45' S83'56'230 E 4 1 10 51 5 44
S78'2 6'00"E L875 ,
7
95' S30-19'16E '
" 1438
565.48'30"E L876 .
21'
10 524'2456"E ~ 70 05
10
E
n
`
' .73 S59 ?C C' W
S08'o1'48"E en .
a
00
• 51 9'0?'Ca"E 4 7
43
07
' L I
-C, 3 1'06 "n
5x''33'53 "W `870 79
6 530'4123E S37
25 19 E
- E20'30'S9"E L879 .
5 N80,39 '10"- 4'
"
0

S55'2027"E
L880 .
51'
12
56422'58"E 48
44
55
E
4
P
4 '

22
11
N7-' C4'ae"E
1681 .
9
68'
908'4408" S
5
E
0 02
'
977' 563'47'56"= `882 .
9
68' SC7'15'47"W S
787 N7B'1C'08'E Le83 .
14
25' 516'0715
' 9,a?
- E,05 S8 '1 '1+" L884 6
73'
8 S45'4629E "

CzE
1'.12"
N862148"E
LB85 .
9
40'
S00 '31'42'W N74 3e 39
E
4

L127
10.9o'
578'0221"E
L886 .
6
61'
S32 '09'32"W sar4
s, E
L128 12.91' N 8'5544E L987 .
1 '01' 39PW
L129 22.79 N T 9'1- L888 8
48' S70-0559"W
L'3C 9.30 565'5054"E
`889 .
7
N89'07 6'W 1452 7r56 '1
L131 11.15 5 8' 4'03"E
L'=9; .
2876
soo'27 22 w
LINE DATA ALONG 1 453 '1' S48-
V32 t?56 S76'a2'at 7 - 1. JURISDICTIONAL STREAMD
1.' 33 9-73' S73'0-'21 L - 75`8' S66 tt LINE LENGTH BEARING 60 S65'
8.32' S68.1707 5
02 p _-

LINE DATA ALONG
11
1
1' 67' .
7
48' SG96,447 .`1 4 JURISDICTIONAL
STREAM G
_
14
55' 673'34'1 .
14 1 50138'37.. S84. .' 1"w
LINE
LENGTH
BEARING
.
14
32 68 '4, t8°6 , S2 S28'38 I N59'56 .4 -W
.
17
67' S7- - - `897 13 66' S76'44 4s C
'1 4 ' 164 , W
F r
9
99 45 '48 I5-8 _
7
17 571'0507L _ x('10
N 0'01 13 w 0
1
11 W
1
'2 -
.
13
33' se5 07'S7 ` 899 .
,
S 1
1' '4 '
25 5

L714

tq 15'

N7 '14";4"W , S
8
5

6

S7 1
.
7 77
da" 2'-.. ,... _
L90C
24'
8
501'0 4"
,74`.
s 4' W
'
7,
8,55"4
L1463
1147
'a ' "w
1557 _
E5a'2,x 9Ct .
74 44'1 ' `746 3
2
3
33 -

? -
L902 ! 1
12 7 'S 7"E L747 25.24
'
NOZ'S4'40"E `1465 J

1
"
-h
lax .
12
9`' SG4'45'7
- L903 . `1466 14,88 4'1 t 1
"
L'-5 .
8 58 576'07 - - L904 7
00' 571'29'56"E L1467 1 ^ "
L'46 10
32 543'13:7 `905 .
13
64 N69'52'5601 ' Ll
L'47 .
14
69 1 'S "'-
S70'2 L906 .
17 3)p N - 502
-9
4 L1469 __
1 0 S51-14'26
.
16
67' ,
S77'09';; L907 1 N64'17 'x'"F 30
' 17•x '_1470 12 88 "a "W
'a9 .
16 7A"1 L908 6
' S86'48 11 E " , 4"
_
w
-- .
71
8 S47-2153"E L909 .
14
1' 34 "
N64'54 -.03
1 5
L151 .
8 59 S56-27 ' 23 E L910 .
47'
8 -
83'54 1" .
?
`152 1070' N82'01'20"E `911 .
2
3' N83'37'01" 4
L-53 11
"5' 52'38'5' L-'2 2
.
25 OOP ?Arm'-6T l
i S 78'
.
56
5
1 59
913
'
1 7
N "4" ? 4U
L155 1 c' 1
,
1'42' -
9'4
: 38
06' N86'24 C" OE
'

L'56
64'
15
N 8'3 'CS'E _
L914 .
35 86
NB5 '44" t6

aa S56
5
t "
57 .
9 15 4'6
S78 22r 16 36
35" 3 5-°E ?•
Wo 7,r '
'
L158 79
9 S48'20'2' L917 .
7 '
17 1 4
N
6-1 ?
',
/ " 1 30
433
'

159 .

1

9'07'24 "?-
$

`918 .E

24
2 V ,
5
468 44
F SS/
4-
?
•
Q . 361 43
4
_
`160
12
S31'5858
"E

919 ,

26 96' 1

I

?O N
S z 148-
L161 174'. -17' 1 54901 _
L92p 2 Q
SEAL .
L 62
L63
' 13.'3
11
92 0563 •"•
Lb747-` X921
22 1
L j g L-4194 ? :
L b 7 9
L J O ?
`

L
L
1
a=1
:' ,' O`
"I /1 ?1%
A. RU?? A
,.., ,
8 ..
c 4 .8 461

.. ;
N n
J
dam,
?- 77 4 N4 09/22/09
2 6p' S? 27'x7 E LINE DATA SH EET 4 OF 5

JURISDICTIONAL STREAM F

N76'2235E

_ '483 'q 'OS

_ 500'4255E

78
'
4a
10' 5893'1 fi"E
'
2
_ 40 ^4..
57-
'

-"r

4

.
- •.

649' -
N 4' `
?

1.
'

: .. 4'.?
t `2a 4 4'

3 9 Y!
_'27 W
41 w

G

Z"'w
4
`

W
e .
.q
^.'

eta 3 t

...

?1' 75"=
ao '3a°w
Szso9

.y 32W'

- 9.41 saC9.,w
' .5...?
6
'

x.926 536O8 '9 'W
1.' 1 •.1156"
' ''C3'W
_ `-

<24 .' '.'

'33"!

'25
L1 n4, 4'
Lf 442 .4 '4E
LIn43 7'
7. S3"42
Uaa4 7 .
23 - a'
`1445 9.6
. ,._,,.
N2.,
?1 aa6 '-
Ltaa7 a
`1448 9,86 TF'n+ 2
L' 449 7.5F 5 1 7'0
"' -
L745G g . 40' S 'a5 ' a"W
., x51 7.44
,..,
5
l l

.
_146' 1
4 ? ".4" -
'
`1464 - 7 "
'1
''
- '1
L, 469

L1a71 1 "W
`1472 4 1 1 ' 1 "W
ua73 , 1a'
LI474 1 ^1 4'h' 1 "
'1475 1 t7 "
1470 7 . 86 47 ' 4' ^
'.1477 4 "E
`1478 1 '•?4",4"'W
679 c n
n 14 ;
'481 45
r
6_

' -
"
L1484 7 53 W
2
6 2

1 13. 7 0,

L1 678 15
43' 500'3833°E
SC4 _? 33"W
.

UN LENGTH BEARING

:u, 508'57'59"W 86
L1687 10.07' 503'5425'N
F

11507 9.50' 503'48'33"E

1 _1509 15.20 508'48'24"W

L'. 515 20.30' 520'32'31W
L1974 56.27'
N88'3G'OB"E

-1'03 S.t3' Sa9`'
11.06' 541'2149"W L 1704 76820 SOB
5
12.17 508'58'Ob"W

[ L!71() 11.35 S28 30'48"E

11.78' S17'OF.
24.92' S07'Ot'
1-18

F

JURISDICTIONAL STREAM L
iS40

`111111111////
`
/

9`
SEAL
=
L-4194

?
?
oy? SUR?
?Q
=
``
`
1?"
„4
1111 1
1
••
L
i

L3 55'06F
LINE DATA SHEET 5 OF 5
LINE DATA ALONG
JURISDICTIONAL STREAM N
UNE LENGTH BEARING

L1485 12.53 M1Nc 4 b 'OS"W
L1486 12.65' .'33"w
L1487 14.35' - 43'05"W
L1488 10.88' S36 '46'05"W
L1489 4.9 4' 523'2409W
L1a9C 750' 520'55'26"E
c ?:1 'r_25' 513'35'33"w
Ilq i 8.5 }' S1 ]'S3'.37'?W
8.08' SG7'1"54"E
Lt agq 14.58' 518"750"W
L1495 7,91 S40't 9'19"4
L1 496 6.33 538'18'36"W
L1497 6.78' 503'42'16"E
L1498 8 537'2625"W
Lt 499 '.2 517'06'09"w
I1`::.;:; ,'.85' 513'10'12"W

l'3C2 19.13' $1544'31"W
u503 8.50' 534'01'20"W
L1504 10.66' 506'12'39"E
L1505 12.91' 529'07'08"w
L1506 5.89' 527'58'09"W

L1508 12.66' 505'32'32"E

L1510 12.62 S19'40'32'W
1511 10.40' 531'2159"w
LIS12 12.17' 504'51'34"w
L'?513 12.99' S07'06'44"E
1514 28.59' 51142'57"w

L1516 8 , 11' 505628'55"E
L1517 7.67' 545'30'18w
L1518 t2.36' 516'4326"E

15.44' S2T 1406E
17.37 509'1447"E
12.17' 546'20'44"E
6.47' 527'40'29"E
g71 508'23'36N
555' SO i'S9'?.
114 a 553'17
7.11 521'2
9.52 515'25 ??.
72.94 537'0:-:'
14.10' 510'37

8.82 St T:!
5.56' 501":
20.7 t 503":
20.43' 501'2-
2914 SOS'OF
2363" 505",;
19.52 S13'OT
11.28' 505'30'34"W
L1542 5.10' 520'4017"E
L1543 13.]1' 50109'50"W
21.38 508'01'45"W
L15a5 5042502"W
L1546 S04'Co'3i?'W
L1547 5200429"E
L1548 510'33'58"W
L1549 510'29'28"w
L1550 K 505'1242"W
L1551 S19'CS'42"W
u552 77 s}z po23w
L1553 529'0324
L1554 525'27'13"E
L1555 6 45' 578'34'41"W
L1556 7.24 S17'i 7'14"W
L7557 7.86 ' 513'12'02"E
L1558 11 47' 544'03'30w
L1559 18.24 507'4632"E
L1560 17.33 538'53'27w

1561

0.11' LINE DATA ALONG LINE DATA ALONG
JURISDICTIONAL STREAM K JURISDICTIONAL WETLAND 29
L 1681 7 42' 528'1 6'03 ""EW
L1582
16
CARO
09/22/09
510'19'24"W
LINE DATA ALONG
JURISDICTIONAL STREAM J
LINE LENGTH BEARING
.. W
F'48"W
2l"W

LINE LENGTH BEARING
L1670 13,05' 5311252E
St''0"12"E
_167? i5?30 ' 50.; '58'44"E
1673 7.15 541'0720E
1674 31_14' St 1'32'49E
1.675 5.11' 587'50'31"E
Lt 676 8-29 N68 0758"E
L1677 6.fi1' 567'11'13"E

L1679 10.83' 5145637W
',080 g.90' 568'0054W
.
16.39' 51 1'1 1 45
_t 583 10.63' 561'00'42"E
'.084 7.90' S1 8' 16 18"E
_t 685 7,g7' 527'51'28"w
23.04' 518'5100"`N

L1688 12.89 545'00'23"£
L1689 6.72' 57570'38E
Lt690 22.56' 502'0643W
L?691 8.00' 535"1332"E
L1692 9,41 506'37'20"W
Lt 693 16 45 547'15'49"W
L1694 8.57' 50111'49"W
L1695 5.19' 527'43'10"E
L1696 5.31' N67':3
L1597 10.84' S2o'27
?t 698 4.90' S19'SF"' '
Lt 699 7.69' S80't'
L1?00 8.24 SSJ;i
X1701 871' S'S'3`
LI]02 9.73 SOu 4

L17p5 10.64 5523-?
L1706 12.14 S2C'i
L1707 41.82' SIC ;1, 04"E
L1708 6.29 S5C'3223"E
L17C9 4.68 N85'2a 48°E

L1711 30.60' 552'2818"E
Lt 712 2G.09' N77'4415"E
Li]13 12.31 N8 15134"t
1.1714 7.'. ?ol'a?"E
L17'.5 911' S2?'503"E
1716 9.08'
]1"
'
L r
LINE DATA ALONG
LINE LENGTH BEARING
_,.8»5 26 3C ' cq...

4
.1848 "eo

LINE LENGTH BEARING

1"L
» Iv'
r
5,9. i 2v"V!

L1375 20.19 534'4818"E
5433 7' GS

LINE DATA ALONG
JURISDICTIONAL WETLAND 55

26 x8 N79'a1
2967 N69'26'02W
.^.190 N64'16'40W
30.98' N81'S t'S3'W
32.41' N59'45'S3W
47.04' N62'45'46"*
11.41' NS T02?54"W
.i 7.70' N77'19'45"W
38.90' N66'33' 17'YJ
L'9o7 13.32' N76'OS'29'W
L'968 27.74' 509'1925"E
Lt c69 33.73 541'15'58"w
?to7U 34 .90' 541'49'54"W
'k71 53.81' 515'45'43"W
1572 32.88' S29'42 '44'N
1.1573 37.06 558'04'49 "E

Lt975 44.47' N77'S2'36 E
L1976 40.12' 568'47E
L1977
46.94'
55001'57E
L1978 44.19' 572'43'53°E
L1979 44.20' 548'54'41"E
L1980 81.39' 553'58'24"E
L1581 21 96
w;
I'" I