20170887 Ver 1_BPDP for PN_20181129

ID#* 20170887
Select Reviewer:*
Katie Merritt
Initial Review
Completed Date
11/29/2018
Mitigation Project Submittal -11/28/2018
Version* 2
Is this a Prospectus, Technical Proposal or a New Site? *
Type of Mitigation Project:*
r Stream r Wetlands V Buffer V Nutrient Offset
(Select all that apply)
Project Contact Information
Contact Name:*
Andrea Eckardt
Project Information
Existing 20170887
(DWR) (nunbers only no dash)
I D#: *
Project Name: Bethel Branch Mitigation Site
County: Chatham
Document Information
r Yes r No
Email Address:*
[e-mail]
Existing 2
Version: (nun-bersonly)
Mitigation Document Type:*
Mitigation Plan
File Upload: Bethel Branch BPDP Final 11.28.2018.pdf 25.54MB
Rease upload only one RDF of the complete file that needs to be subnitted...
Signature
Print Name:* Andrea Eckardt
Signature:*

Bank Parcel Development Package 
Bethel Branch Buffer Mitigation Bank Parcel 
Haw River Subwatershed of the Jordan Lake Watershed 
DWR #2017‐0887v2 

November 2018 

PREPARED BY: 
1430 South Mint Street, Suite 104 
Charlotte, NC  28203 
Phone: (704) 332‐7754 
Fax: (704) 332‐3306

Bank Parcel Development Package 
Bethel Branch Buffer Mitigation Bank Parcel 
Haw River Subwatershed of the Jordan Lake Watershed 
DWR #2017‐0887v2 
TABLE OF CONTENTS 
1.0  Project Location and Description ...................................................................................................... 1 
1.1  Introduction .................................................................................................................................. 1 
2.0  Project Area ‐ Existing Conditions ..................................................................................................... 2 
2.1  Parcel Features .............................................................................................................................. 2 
2.2  Parcel Soils .................................................................................................................................... 3 
2.3  Existing Vegetative Communities ................................................................................................. 3 
2.4  Threatened and Endangered Species ........................................................................................... 3 
2.5  Cultural Resources ........................................................................................................................ 4 
3.0  Riparian Restoration, Enhancement and Preservation Plan ............................................................. 4 
3.1  Parcel Preparation ........................................................................................................................ 5 
3.2  Riparian Area Restoration Activities ............................................................................................. 5 
3.3  Riparian Area Enhancement Activities .......................................................................................... 6 
3.4  Riparian Area Preservation Activities ............................................................................................ 6 
4.0  Monitoring and Maintenance Plan ................................................................................................... 6 
4.1  Monitoring Protocol ...................................................................................................................... 6 
4.2  Parcel Maintenance ...................................................................................................................... 7 
4.3  Easement Boundaries and Fencing ............................................................................................... 8 
4.4  Ownership and Long‐Term Management ..................................................................................... 8  
5.0  Financial Assurance ........................................................................................................................... 8 
6.0  Mitigation Potential .......................................................................................................................... 8 
7.0  References ...................................................................................................................................... 11 

FIGURES 
Figure 1  Service Area Map  
Figure 2   Vicinity Map 
Figure 3  Existing Conditions Map 
Figure 4  Soils Map 
Figure 5  Buffer Mitigation Credit Determination Map  
Figure 6  Riparian Zone Map 
Figure 7  Monitoring Features Map 

APPENDIX 
NC Division of Water Resources Site Viability for Buffer Mitigation and Nutrient Offset Letter – August 
23, 2017 
NC Division of Water Resources On‐Site Determination for Applicability to the Jordan Buffer Rules and 
Water Quality Standards – August 15, 2017 
Watershed Map – Ephemeral Channel 
Historical Aerial Photographs 
Parcel Photo Log 
United States Fish and Wildlife Service Letter (USFWS)– July 22, 2016 
State Historic Preservation Office (SHPO) – July 1, 2016 
EDR Summary Report 
Sheet 0.3 From the Bethel Branch Stream and Wetland Mitigation Plan Sheets (Overview) 
Sheets 2.0 and 2.1 from Bethel Branch Site Stream and Wetland Mitigation Plan Sheets (Planting Plan)    
Sheets 3.0 and 3.6 from Bethel Branch Site Stream and Wetland Mitigation Plan Sheets (Sedimentation 
and Erosion Control)

  Bethel Branch Mitigation Bank Parcel  
HUC 03030002 – BPDP 1 

Bank Parcel Development Package 
Bethel Branch Buffer Mitigation Bank Parcel 
Haw River Subwatershed of the Jordan Lake Watershed 

The Bethel Branch Buffer Mitigation Bank Parcel (“Parcel”) is proposed under the terms and conditions 
of the Cane Creek Nutrient Offset and Buffer Umbrella Mitigation Banking Instrument (UMBI), made and 
entered into by Wildlands Holdings IV, LLC, acting as Bank Sponsor (Sponsor), and the North Carolina 
Department of Environmental Quality (NCDEQ), Division of Water Resources (DWR). The Parcel shall be 
planned and designed according to the UMBI, 15A NCAC 02B .0240, and the Consolidated Buffer 
Mitigation Rule 15A NCAC 02B.0295 which became effective on November 1, 2015.  The BPDP has also 
been designed in concurrence with the Cane Creek Stream and Wetland Umbrella Mitigation Bank 
(SAW# 2016‐00219).   
The project encompasses land along unnamed tributaries to South Fork Cane Creek in Chatham County, 
NC. The primary purpose of the Bank is to provide riparian buffer mitigation credits to compensate for 
unavoidable buffer impacts in the 03030002 Hydrologic Unit Code (HUC) of the Cape Fear River Basin, 
within the Haw River Sub‐watershed of the Jordan Lake Watershed. The bank service area is depicted in 
Figure 1. 
1.0  Project Location and Description 
1.1  Introduction 
This Parcel is being proposed to provide stream and wetland mitigation through the creation of a Stream 
and Wetland Mitigation Bank Site on unnamed tributaries to South Fork Cane Creek as well as riparian 
buffer mitigation through the creation of a Buffer Bank.  Riparian restoration, enhancement, and 
preservation activities deemed suitable for riparian buffer mitigation will generate 250,905.60 ft² of 
riparian buffer mitigation credits.   
For purposes of the Bethel Branch Buffer Bank, the Parcel involves restoring riparian buffers and other 
riparian areas adjacent to mitigated streams onsite in order to help reduce non‐point source 
contaminant discharges to downstream waters in the Jordan Lake Watershed within the Cape Fear River 
Basin. Approximately 16.30 acres will be protected with a permanent conservation easement. Out of the 
16.30 acres, approximately 10.93 acres are proposed to be mitigated to generate Jordan Lake riparian 
buffer credit. Out of the 10.93 acres, 2.95 acres are proposed as buffer restoration, 5.07 acres are 
proposed as enhancement (via cattle exclusion), and 2.91 are proposed as buffer preservation. In 
general, riparian areas that are restored, enhanced or preserved for buffer credits, will be a minimum of 
30 feet from the top of stream banks and out to a maximum of 100 feet.  However, a majority of the 
mitigated riparian areas will extend to just 50 feet perpendicular to the top of stream banks.  Any areas 
that are less than 30 feet from the top of stream banks were removed from the creditable acreage for 
this Bank.  The mitigation credits issued for riparian buffer preservation will be adjusted per 15A NCAC 
0295 (o)(5) and are outline in more detail in Section 6. 
The NC Division of Water Resources (DWR) performed an onsite Site Viability for Buffer Mitigation and 
Nutrient Offset on August 9, 2017.  The correspondence related to the site visit is attached in the 
Appendix and dated April 15 and 23, 2017.  

  Bethel Branch Mitigation Bank Parcel  
HUC 03030002 – BPDP 2 
 1.2  Parcel Location 
The Cane Creek Umbrella Mitigation Bank Sites are located in Chatham and Alamance County near the 
Town of Snow Camp, NC. The site described in this bank parcel development plan is the Bethel Branch 
Bank Parcel (35° 49’ 45.56” N and 79° 22’ 11.37” W) which is located in Chatham County within the Haw 
River Sub‐watershed of Jordan Lake in the Cape Fear River Basin Hydrologic Unit 03030002050050 (Cane 
Creek) and the North Carolina Division of Water Resources (NCDWR) Subbasin 03‐06‐04 (Figure 2).  The 
Site includes unnamed tributaries that flow to South Fork Cane Creek.  
From Raleigh, take US‐64 West to the exit for NC‐87 N.  Continue north on NC‐87 for 1.8 miles and turn 
left onto Silk Hope Gum Spring Road.  Continue on Silk Hope Gum Spring Road for 8.1 miles.  Turn right 
onto Silk Hope‐Lindley Mill Road and continue for 2.9 miles.  Turn left onto Moon Lindley Road and 
continue for 0.6 miles.   
2.0  Project Area ‐ Existing Conditions 
2.1  Parcel Features 
The project includes restoring, enhancing, and preserving riparian areas along three unnamed 
tributaries to South Fork Cane Creek, as shown on Figure 3 and listed in Table 1.  
Table 1. Project Features Descriptions – Bethel Branch BPDP 
Feature Name** Feature ID from DWR 
Assessments 
DWR 
Classification 
Buffer Credit 
Viable 
UT1  UT‐1  Perennial  Yes 
UT2   UT‐2  Perennial  Yes 
UT3 
UT‐3 Pond and upstream of 
Pond Ephemeral  No* 
UT‐3 Pond outfall to UT3 
intermittent point Ephemeral  Yes 
UT‐3 Downstream of 
intermittent point to confluence 
with UT‐2 
Intermittent  Yes 
* Pond on UT3 is being removed and channel restored as part of the stream and wetland mitigation project.  Area upstream of 
the pond is no longer included in the project.  The pond area will be viable for buffer credit, after stream restoration has been 
completed and the as‐built has been submitted to the IRT. 

Subjectivity calls for the features were determined by DWR in correspondence dated August 15, 2017 
using the 1:24,000 scale quadrangle topographic map prepared by USGS and the most recent printed 
version of the soil survey map prepared by NRCS.  UT1, UT2, and UT3 Downstream were determined to 
be subject to the Jordan Lake Buffer Protection Rule 15A NCAC 02B .0267. UT3 Upstream is not subject 
to the Jordan Lake Buffer Protection Rules.  The pond on UT3 is not currently viable for buffer credit 
based on the DWR August 15, 2017 evaluation but is being removed and the channel restored as part of 
the stream and wetland mitigation project.  A figure depicting the watershed for the ephemeral is 
included in the Appendix, as per Rule 15A NCAC 02B .0295(o)(7) the entire area proposed for mitigation 
along the ephemeral channel is within the contributing drainage area to the ephemeral channel. 
Photos showing historic site conditions and current site conditions (as of July 2018) of the Parcel are 
provided in the appendix.  Site conditions have not changed since the DWR 2017 viability letter and July 
2018 site photos. 

  Bethel Branch Mitigation Bank Parcel  
HUC 03030002 – BPDP 3 
2.2  Parcel Soils 
The largely forested watersheds with low rolling topography result in relatively low sediment supply. 
The bed material in the streams on this site is small to medium gravel and sand that is derived from 
highly weathered parent material.  
Soil mapping units are based on the U.S. Department of Agriculture (USDA) Natural Resources 
Conservation Service (NRCS) Soil Survey for Chatham County. Soil types within the study area were 
mapped with the NRCS Web Soil Survey and are described below in Table 2. The Bethel Branch project 
area is dominated by Cid‐Lignum soils. These soils are well drained. The 2006 Soils Survey Map is 
provided in Figure 4. 

Table 2:  Project Soil Types and Descriptions – Bethel Branch BPDP 
Soil Name Location Description 
Cid‐Lignum 
complex, CmB 
Mapped along the majority of 
UT1, UT2, and UT3. 
Cid and Lignum soils series are gently sloping, 
moderately deep, moderately well‐drained soils. They 
are often found in uplands. 
Nanford‐Badin 
complex, NaC 
Mapped in certain locations of 
the floodplains of UT1 and UT2. 
Nanford‐Baldin complex soils, 6 to 10 % slopes are 
found on hill slopes and ridges. They are moderately 
deep to deep, well‐drained soils 
Georgeville silt 
clay loam, GeC2 
Mapped in a small area on the 
left floodplain of UT1. 
Georgeville silty clay loam soils are generally found on 
hillslopes and ridges. They are very deep (>80”) and 
well drained soils. 
Source: Chatham County Soil Survey, USDA‐NRCS, http://efotg.nrcs.usda.gov 
2.3  Existing Vegetative Communities 
The livestock pastures on the site are dominated by fescue grasses (Festuca spp.). Much of the riparian 
area on UT2 is wooded; however, livestock have access to the streams throughout. The majority of UT1 
and UT3 have little to no riparian vegetation and livestock have access to these systems. Vegetation in 
the wooded areas is primarily comprised of deciduous canopy species including willow oak (Quercus 
phellos), tulip poplar (Liriodendron tulipifera), sweetgum (Liquidambar styraciflua), and red maple (Acer 
rubrum). 
2.4  Threatened and Endangered Species 
Wildlands utilized the US Fish and Wildlife Service (USFWS) and NC Natural Heritage Program (NHP) 
databases to search for federally listed threatened and endangered plant and animal species in Chatham 
County, NC. Three animal and one plant species identified as threatened or endangered are currently 
listed in Chatham County (Table 3).  

  Bethel Branch Mitigation Bank Parcel  
HUC 03030002 – BPDP 4 
Table 3:  Listed Threatened and Endangered Species in Chatham County, NC – Bethel Branch BPDP 
Species Federal Status  Common Name Scientific Name 
Red‐cockaded woodpecker Picoides borealis Endangered 
Bald Eagle Haliaeetus leucocephalus BGPA 
Cape Fear shiner Notropis mekistocholas Endangered 
Harperella Ptilimnium nodosum Endangered 

A letter was sent to the USFWS on April 1, 2016, requesting a review of the project and comment on 
potential effects on endangered species or other resources. The USFWS responded on July 22, 2016, and 
stated the “proposed action is not likely to adversely affect any federally listed endangered or 
threatened species, their formally designated critical habitat or species currently proposed for listing 
under the Act...”  USFWS also stated a concern for potential sediment loss during the stream and 
wetland mitigation construction period.  These concerns are addressed in Section 3.0 below.  All 
correspondence with USFWS is included in Appendix 5. A pedestrian survey of the project area was 
performed on November 7, 2016. No suitable habitat and/or individually federally listed species were 
identified in the project area.  
2.5  Cultural Resources 
The site is not located near any sites listed on the National Register with the State Historic Preservation 
Office (SHPO). A letter was sent to the SHPO on June 24, 2016, requesting a review of the project and 
comment on potential effects on archeological and cultural resources. SHPO responded on July 1, 2016 
stating that they are not aware of any historic resources that would be affected by the project. 

2.6  Environmental Issues 
An EDR Radius Map Report with Geocheck was ordered for the Parcel through Environmental Data 
Resources, Inc. on April 7, 2016. The target property and the adjacent properties are not listed in any of 
the Federal, State, or Tribal environmental databases searched by EDR. There were no known or 
potential hazardous waste sites identified within one mile of the Parcel. The Executive Summary of the 
EDR report is included in the Appendix.  
3.0  Riparian Restoration, Enhancement and Preservation Plan 
Developing the Parcel for mitigation will require converting existing agriculture land use practices 
adjacent to streams into riparian forest.  The mitigated riparian areas, which includes the 50‐foot‐wide 
Jordan Lake riparian buffers, will involve replanting appropriate native tree species along the project 
corridors. Vegetation management and herbicide applications may be needed during the first year of 
tree establishment in the restoration areas to prevent establishment of invasive species that could out 
compete the planted native species. More detailed descriptions of the proposed restoration activity 
follow in Sections 3.1 ‐3.4 and are shown on Figure 5. 
This site is also being proposed as a stream and wetland mitigation bank; therefore, restoration of 
riparian areas will be accomplished through the goals and methods outlined by the Cane Creek Umbrella 
Mitigation Banking Instrument – Bethel Branch Stream Mitigation Plan (USACE # 2016‐00219) and the 
Bethel Branch Riparian Buffer Mitigation Banking Instrument.  All applicable federal, state, and local 
documentation, permits, and/or authorizations will be acquired as part of implementing the above‐
mentioned mitigation plan and will be provided to DWR as part of the As Built Report including Section 
401, Section 404 and Sediment and Erosion Control permits. 

  Bethel Branch Mitigation Bank Parcel  
HUC 03030002 – BPDP 5 
All riparian restoration activities will commence in concurrence with the stream mitigation activities and 
not before.  Therefore, the mitigation area where riparian restoration is being performed may be altered 
slightly depending on the implementation of the Bethel Branch Stream Mitigation Plan for the Cane 
Creek Umbrella Mitigation Bank.   Buffer mitigation credit is not being requested in wetland mitigation 
areas. 
3.1  Parcel Preparation 
The current land uses adjacent to the streams proposed for buffer restoration are primarily non‐
forested crops.  Areas slated for buffer restoration that are not impacted by the construction of the 
stream and wetland mitigation project will require little site preparation including select herbicide 
treatments or limited mechanical clearing to remove undesirable underbrush or invasive species. Other 
areas of the easement will be graded in accordance with the IRT approved stream and wetland 
mitigation plan.  After the grading for the stream and wetland mitigation is complete, the floodplain will 
be prepared for seeding and planting by applying stockpiled topsoil to the floodplain between bankfull 
elevation of the stream and the grading limits.  All haul roads and other areas of compacted soil within 
the easement boundary will be ripped prior to planting.  The haul road alignment is shown on Figure 3.0 
in the Appendix.  The full construction sequence for the stream and wetland mitigation project is 
included in the Appendix on Sheet 0.3.   
As part of the stream and wetland mitigation project, the pond that currently impounds water at the 
upstream end of UT3 will be eliminated and the channel restored.  The earthen dam is proposed to be 
removed and a portion of the dam will be used to fill the pond bottom to provide stable foundation for 
construction of the new channel.  The remainder of the excavated material will be used to fill portions of 
the old channels in other areas of the site.  Once the dam is removed, the stream restoration will begin 
near the upstream extent of the existing impoundment.  Below the existing dam the restored channel 
will follow the existing alignment flowing west until it reaches the confluence with UT2.  Sheet 3.6 from 
the stream and wetland mitigation plan set depicts the pond footprint, conservation easement 
boundary, and new stream alignment and is included in the Appendix. 
The specifics of the stream restoration project, including breaching the pond on UT3, are included in the 
Bethel Branch Stream and Wetland Mitigation Plan (SAW# 2016‐00219). A 401 permit will be required 
for all stream restoration work, including work within the pond on UT3 and will be obtained before any 
work in the waters begins.   
3.2  Riparian Area Restoration Activities 
The revegetation plan for the entire buffer restoration area will include permanent seeding, planting 
bare root trees, live stakes, and herbaceous plugs and controlling invasive species growth. The specific 
species composition to be planted was selected based on the community type, observation of 
occurrence of species in riparian buffers adjacent to the Site, and best professional judgement on 
species establishment and anticipated Site conditions in the early years following project 
implementation. Species chosen for the planting plan are listed on Sheet 2.0 of the preliminary stream 
mitigation design plans located in the Appendix and in Table 4. The plans also contain information on 
planting zones on Sheets 2.1. 

  Bethel Branch Mitigation Bank Parcel  
HUC 03030002 – BPDP 6 
Table 4:  Selected Tree Species Appropriate for Buffer Restoration – Bethel Branch BPDP 
Species Common Name 
Ulmus americana American Elm 
Celtis occidentalis Hackberry 
Quercus pagoda Cherrybark Oak 
Liriodendron tulipifera Tulip Poplar 
Quercus phellos Willow Oak 
Plantus occidentalis Sycamore 
Betula nigra River Birch 
Quercus michauxii Swamp Chestnut Oak 
Fraxinus pennsylvanica Green Ash 

Trees will be planted at a density sufficient to meet the performance standards outlined in the Rule 15A 
NCAC 02B .0295 of 260 trees per acre at the end of five years. No one tree species will be greater than 
50% of the established stems.  An appropriate seed mix will also be applied to provide temporary 
ground cover for soil stabilization and reduction of sediment loss during rain events in areas disturbed 
by stream construction, as necessary. This will be followed by an appropriate permanent seed mixture.   
3.3  Riparian Area Enhancement Activities 
For buffer enhancement areas under 15A NCAC 02B .0295(o), cattle exclusion, planting isn’t anticipated 
to be needed except where required in the stream mitigation planting plan which is included in the 
Appendix.  A seed mix will be applied where cattle have caused bare soils and removed all vegetation 
and cattle will be fenced out of the easement area.  The proposed fencing boundary is shown on Figure 
5. 
3.4  Riparian Area Preservation Activities 
There will be no parcel preparation work done in the buffer preservation areas, as allowed under 15A 
NCAC 02B .0295(o).  The preservation area will be protected in perpetuity under a conservation 
easement. 
Site preparation and planting on the restoration and enhancement areas is scheduled to begin in 
February 2019. 
4.0  Monitoring and Maintenance Plan 
4.1  Monitoring Protocol  
Permanent vegetation monitoring plots will be installed and evaluated within the buffer restoration 
areas to measure the survival of the planted trees. There may be additional plots within the riparian 
buffer that are measuring the success of the riparian areas as part of the stream and wetland mitigation 
bank, but only the plots measuring the success of the riparian buffer credit will be provided in the 

  Bethel Branch Mitigation Bank Parcel  
HUC 03030002 – BPDP 7 
monitoring reports.  The plots will be randomly placed throughout the planted riparian areas and will be 
representative of the entire top of bank back no more than one‐hundred feet.   
A total of 3 plots will be established within the buffer restoration credit generation area (Figure 7). The 
number of monitoring quadrants required is based on the USACE Wilmington District monitoring 
guidance documents. The size of individual quadrants will be 100 square meters for woody tree species. 
Vegetation assessments will be conducted following the Carolina Vegetation Survey (CVS) Level 2 
Protocol for Recording Vegetation (2008). A reference photo will be taken from the southwestern corner 
of each of the 3 plots. Photos will be taken from all photo points each monitoring year and provided in 
the annual reports. All planted stems will be marked with flagging tape and recorded.  
Planting is scheduled for February 2019. The first annual monitoring activities will commence at the end 
of the first growing season, at least five months after planting has been completed and no earlier than 
the fall season. Species composition, height, and survival rates will be evaluated on an annual basis by 
plot. The total number of volunteer woody stems will also be documented and reported. The measures 
of vegetative success for the Parcel will be the survival of at least 4 native hardwood tree species, where 
no one species is greater than 50% of the established stems, established at a density of at least 260 
planted trees per acre at the end of Year 5. Appropriate native volunteer species may be included to 
meet the performance standards with DWR approval.  
A visual assessment of the cattle exclusion and preservation areas within the conservation easement will 
also be performed each year to confirm: 
 Fencing is in good condition throughout the site; 
 no cattle access within the conservation easement area; 
 no encroachment has occurred; 
 diffuse flow is being maintained in the conservations easement area; and 
 there has not been any cutting, clearing, filling, grading, or similar activities that would 
negatively affect the functioning of the buffer.  
Any issues identified during the visual assessment of the cattle exclusion and preservation areas will be 
photographed and mapped as part of the annual monitoring report with remedial efforts proposed or 
documented.  The Sponsor shall submit the annual monitoring report to DWR by December 31st of each 
year for five consecutive years and will follow the terms and conditions of the UMBI. 
4.2  Parcel Maintenance 
Adaptive measures will be developed, or appropriate remedial actions will be implemented in the event 
that the Parcel or a specific component of the Parcel fails to achieve the success criteria outlined in 
Section 4.1. Site maintenance will be performed to correct any identified problems on the Parcel that 
have a high likelihood of affecting project success. Such items include, but are not limited to, excess tree 
mortality caused by fire, flooding, drought, or insects. Any actions implemented will be designed to 
achieve the success criteria and will include a work schedule and updated monitoring criteria. Any parcel 
maintenance performed will be included in the monitoring report for that year. A rigorous herbicide 
schedule will need to be implemented in the first few years of tree establishment in the restoration 
areas to prevent establishment of invasive species that may attempt to out‐compete the planted native 
vegetation. The only herbicides used on the Parcel will be aquatic approved herbicides that will be 
applied in accordance with North Carolina Department of Agriculture rules and regulations. The 
easement boundary will be checked annually as part of monitoring activities and the conditions as well 
as any maintenance performed will be reported in the annual monitoring reports to NC DWR. 

  Bethel Branch Mitigation Bank Parcel  
HUC 03030002 – BPDP 8 
If mowing is deemed necessary by the Sponsor during the monitoring period, the Sponsor must receive 
approval by the DWR prior to any mowing activities within Zone 1 and Zone 2 of the Jordan Lake buffers 
to ensure that no buffer violations have occurred.   
4.3  Easement Boundaries and Fencing 
Easement boundaries will be identified in the field to ensure clear distinction between the Parcel and 
adjacent properties. Boundaries may be identified by fence, marker, post, tree‐blazing, or other means as 
allowed by site conditions and/or conservation easement. Boundary markers disturbed, damaged, or 
destroyed will be repaired and/or replaced on an as needed basis. Contact information for the long‐term 
steward will be provided on boundary markers throughout the site. 
4.4  Ownership and Long‐Term Management 
The Site will remain in private ownership, protected in its entirety, and managed under the terms 
detailed in the conservation easement. Unique Places to Save (UP2Save) will serve as the Grantee and 
long‐term manager and will be the party responsible for long‐term management.  

UP2Save is a 501c3 non‐profit organization that is committed to land conservation through sustainable 
planning and management. UP2Save has the ability, both logistically and financially, to monitor and 
enforce the provisions of the conservation easement and long‐term management plan. The organization 
operates in a sustainable manner to facilitate operations well into the future. UP2Save has been 
approved to serve as the easement holder and long‐term manager on several mitigation banks in North 
Carolina. 
5.0  Financial Assurance 
Following approval of the Bethel Branch BPDP, the Sponsor shall provide a Performance Bond from a 
surety that is rated no less than an “A‐“ as rated by A.M. Best. The Performance Bond amount shall be 
100% of the estimated cost for implementation of the project as described in the BPDP, but not less 
than $150,000.00. In lieu of posting the performance bond, the Sponsor may elect to construct the 
project prior to the first credit release. In that case no performance bond will be necessary. 
After completion of the restoration/construction, a separate Performance/Maintenance Bond will be 
secured for 100% of the estimated cost to implement the monitoring and maintenance plan but not less 
than $100,000.00. The Performance/Maintenance Bond shall apply at the inception of the monitoring 
period for a term of one year, to be extended annually for a minimum of five years. Upon DWR 
approval, this may be lowered each year based on the adjusted cost to complete the monitoring. 
Performance bonds for monitoring shall be renewed to cover the next years monitoring period, with 
confirmation of renewal provided to DWR with each annual monitoring report when applicable.  DWR 
reserves the right to alter the credit release schedule if monitoring reports are submitted without proof 
of bond renewals when applicable. 
Financial assurances provided in this section must be separate from the financial assurances provided as 
part of the Stream and Wetland Mitigation Bank. 
6.0  Mitigation Potential 
Approximately 16.30 acres will be protected with a permanent conservation easement. Out of the 16.30 
acres, a total of 10.93 acres of riparian areas will be mitigated to generate Jordan Lake riparian buffer 
credit.  Out of those 10.93 acres, 2.95 acres will be restored when including the restoration proposed 
within the existing pond footprint, 5.07 acres will be enhanced by permanently excluding livestock and 

  Bethel Branch Mitigation Bank Parcel  
HUC 03030002 – BPDP 9 
stabilizing soils, and 2.91 acres will be preserved (Figure 5).  The mitigation areas will be a minimum of 
30 feet from the top of stream bank, but no wider than 100 feet from top of stream bank (Figure 6). 
Overall credit generation by drainage feature is detailed in Table 5.  The mitigation acreages in Table 5 
were calculated prior to applying any reductions in riparian buffer credits for the 2:1 and 10:1 credit 
ratios applied to enhancement of grazing areas and preservation of rural streams respectively nor were 
any reductions that are required by 15A NCAC .0295(o)(5) applied to the preservation totals.  All ratios 
and rules are applied to the credit totals depicted in Tables 6. 

Table 5. Mitigation Activities by Drainage Feature – Bethel Branch BPDP 
Feature 
Name 
DWR Feature 
Reference 
Riparian 
Restoration 
 (Acre) 
Top of Bank ‐100’ 
(no less than 30’) 
Riparian 
Enhancement 
 Cattle Exclusion 
(Acre) 
Top of Bank – 100’ 
Riparian 
Preservation 
  (Acre)  
Top of Bank 
– 100’ 
Total Acreage 
UT1  UT1  1.09  1.27  0  2.36 
UT2  UT2  0.49  3.66  2.91  7.06 
UT3  UT3 ‐ Intermittent  0  0.14  0  0.14 
UT3 
UT3 ‐ Ephemeral 
Downstream of 
Pond 
0.62  0  0  0.62 
UT3  UT3 – Pond Bed  0.75  0  0  0.75 
Total Mitigation Area 
 (with Former Pond Bed) 2.95  5.07  2.91  10.93 
% Total Mitigated Area 
 (with Former Pond Bed) 27% 46% 27%* 100% 
Total Mitigation Area 
 (without Former Pond Bed) 2.20  5.07  2.91  10.18 
% Total Mitigate Area 
(without Former Pond Bed) 22% 50% 28%* 100% 
*The area of preservation credit within a buffer mitigation site shall comprise of no more than 25% of the total area of buffer 
mitigation per 15A NCAC 0295 (o)(5) and will therefore be reduced accordingly in Table 6: Credit Generation Summary 

The Sponsor will maintain two (2) credit ledgers. One to account for buffer preservation and 
enhancement (via cattle exclusion) credits and one to account for buffer restoration credits.  All buffer 
ledgers will report credits in both square feet and acres.  The total credit generation including the 
existing pond is summarized in Table 6a and visually represented in Figure 5.  The area of mitigation 
proposed within the existing pond footprint along UT3 will be held until after construction of the stream 
and wetland restoration project has occurred and DWR has evaluated the viability of the channel post 
construction.  A complete survey showing tops of banks on all mitigated streams will be provided with 
the As‐Built Report.  Any adjustments to mitigation credits will be based on the As‐Built survey and 
submitted with the As‐Built Report. 

  Bethel Branch Mitigation Bank Parcel  
HUC 03030002 – BPDP 10 
Table 6: Riparian Buffer Credit Generation Summary with Former Pond Area Credit – Bethel Branch BPDP 

Mitigatio
n Type 

Feature 
ID 
Riparian 
Widths 
Credit 
Type 
Total 
Acreage 
Eligible 
Acreage* 
Credit 
Ratio 
% of Full 
Credit 
Credited 
Acreage 
Mitigation 
Credits Restoration   
UT1, UT2, & 
UT3 
Top of 
Bank – 
100’  
Riparian 
Buffer 
1.58  1.58  1:1  100%  1.58  68,824 ft² Ephemeral Restoration UT3 Reach  0.62  0.62  1:1  100%  0.62  27,007 ft² 
UT3 Pond   0.75  0.75  1:1  100%  0.75  32,670 ft² Enhancement – Cattle Exclusion  
UT1, UT2, & 
UT3 
Top of 
Bank – 
100’  
Riparian 
Buffer 

5.07  5.07  2:1  100%  2.54  110,642.40 ft² Preservation UT2 
Top of 
Bank – 
100’  
Riparian 
Buffer 

2.91  2.67  10:1  100%  0.27  11,761.20 ft² 
Total Riparian Buffer Restoration Credits 1.58  68,824 ft² 
Total Ephemeral Buffer Restoration Credits 1.37  59,677 ft² 
Total Riparian Buffer Enhancement – Cattle Exclusion Credits 2.54  110,642 ft² 
Total Riparian Buffer Preservation Credits 0.27  11,761 ft² 
Total Riparian Buffer Credits 5.76  250,904 ft² 
*The area of preservation credit within a buffer mitigation site shall comprise of no more than 25% of the total area of buffer mitigation per 
15A NCAC 0295 (o)(5).   
*The area of mitigation along ephemeral channel is less than 25% and therefore in compliance with 15A NCAC 0295 (o)(7). 

  Bethel Branch Mitigation Bank Parcel  
HUC 03030002 – BPDP 11 
Table 7 ‐ Credit Release Schedule – Bethel Branch BPDP 
Task Project Milestone % Credit 
Available for Sale 
% Credit Release 
within the Pond 
Footprints 
1 Instrument and BPDP Approved by DWR, Conservation 
Easement Recorded and Financial Assurance Posted 20 No credits 
released for areas 
within the pond 
footprints 2 
Mitigation Site Earthwork, Planting and Installation of 
Monitoring Devices Completed, 401/404 permits approved (if 
applicable) 
20 
3 
Monitoring Financial Assurance Posted and DWR Approval of 
Buffer Mitigation As‐Built Report and Stream and Wetland 
Mitigation As‐Built Report submitted to IRT 
10  50 
4 Monitoring Report #1: Approved by the DWR & financial 
assurance renewed 10  10 
5 Monitoring Report #2: Approved by the DWR & financial 
assurance renewed 10  10 
6 Monitoring Report #3: Approved by the DWR & financial 
assurance renewed 10  10 
7 Item B(1) of Section X in this Instrument has been completed 
and approved by DWR 5  5 
No remaining credits will be released until the conservation easement has been assigned to an approved land trust 
or stewardship 
8 Monitoring Report #4: Approved by the DWR & financial 
assurance renewed 5  5 
9 Monitoring Report #5: Approved by the DWR and final site visit 
by DWR has been conducted 10  10 
 Total 100% 100%

7.0  References 
USDA, Soil Conservation Service, 1937. Soil Survey of Chatham County. 

USDA, Soil Conservation Service, 2015. Soil Survey of Chatham County. 

Upon submittal of the appropriate documentation by the Sponsor, and subsequent approval by DWR, the 
mitigation credits associated with the Bethel Branch Parcel will be released as described in Table 7 below. 

FIGURES

^_
03030002
Haw River Arm
Upper New Hope
Lower New Hope
¹
County Boundaries
HUC 03030002
Jordan Lake Sub-Watersheds
Service Area - Riparian Buffer Credits
^_Bethel Branch Mitigation Bank Parcel Location
Figure 1 Service Area MapBethel Branch Mitigation Bank ParcelBank Parcel Development PackageCape Fear River Basin 03030002
Chatham County, NC
0 105 Miles
^_
¹Figure 2 Vicinity MapBethel Branch Mitigation Bank ParcelBank Parcel Development PackageCape Fear River Basin 03030002
Chatham County, NC
0 10.5 Miles
Bethel Branch Bank Parcel Location
UT1UT3
UT2570550590
590590590
Figure 3 Existing Conditions MapBethel Branch Mitigation Bank ParcelBank Parcel Development PackageCape Fear River Basin 03030002
Chatham County, NC
0 350175 Feet ¹
Project Location
Proposed Conservation Easement
Topographic Contours (2')
DWR Stream Determination (8.15.2017)
Perennial Stream
Intermittent Stream
Ephemeral Channel
2017 Aerial Photography
Chatham County, NC
0 400200 Feet ¹
Soil Survey of Chatham County, NC - 2006
Figure 4 NRCS 2006 Soils MapBethel Branch Mitigation Bank ParcelBank Parcel Development PackageCape Fear River Basin 03030002
Proposed Conservation Easement
UT1UT3
UT2Figure 5 Credit Calculations Map Bethel Branch Mitigation Bank ParcelBank Parcel Development PackageCape Fear River Basin 03030002
Chatham County, NC
0 350175 Feet ¹
2017 Aerial Photography
Project Location
Conservation Easement
Stream Mitigation
Wetland Mitigation
Buffer Restoration (2.20 ac)
Cattle Exclusion (5.07 ac)
Buffer Preservation (2.91 ac)
Buffer Restoration - Pond Area (0.75 ac)
No Credit
[ [Proposed Fencing
UT1UT3
UT2Figure 6 Riparian Buffer Zones MapBethel Branch Mitigation Bank ParcelBank Parcel Development PackageCape Fear River Basin 03030002
Chatham County, NC
0 350175 Feet ¹
Project Location
Proposed Conservation Easement
Stream Mitigation
30' Buffer Width
50' Buffer Width
100' Buffer Width
2017 Aerial Photography
UT1UT3
UT2Figure 7 Monitoring Features Map Bethel Branch Mitigation Bank ParcelBank Parcel Development PackageCape Fear River Basin 03030002
Chatham County, NC
0 350175 Feet ¹
Project Location
Conservation Easement
Stream Mitigation
Wetland Mitigation
Buffer Restoration
Cattle Exclusion
Buffer Preservation
Buffer Restoration - Pond Area
No Credit
[ [Proposed Fencing
Buffer Mitigation Vegetation Plots
2017 Aerial Photography
APPENDIX
UT1UT3
UT25705
9
0
6105506305306 5 0 570590570570
590
610630590550630UT3 Ephemeral Watershed MapBethel Branch Mitigation Bank ParcelBank Parcel Development PackageCape Fear River Basin 030300 02
Chatham County, NC
0 600300 Feet ¹
Project Location
Proposed Conservation Easement
Ephemeral Channel Watershed
DWR Stream Determination (8.15.2017)
Perennial Stream
Interm ittent Stream
Ephemeral Channel
2017 Aerial Photography
4585422.5
2009
= 500'
4585422.5
2009
= 500'
4585422.5
2008
= 500'
4585422.5
2006
= 500'
4585422.5
2006
= 500'
4585422.5
2005
= 500'
4585422.5
1998
= 750'
4585422.5
1993
= 500'
Bethel Branch Mitigation Site    Existing Conditions Photographs 
   July 2018 

UT1  

 UT1  

UT1  

 UT2  

UT2    UT3 

North Carolina Department of Natural and Cultural Resources
State Historic Preservation Office
Ramona M. Bartos, Administrator
Governor Pat McCrory Office of Archives and History
Secretary Susan Kluttz Deputy Secretary Kevin Cherry

Location: 109 East Jones Street, Raleigh NC 27601 Mailing Address: 4617 Mail Service Center, Raleigh NC 27699-4617 Telephone/Fax: [phone]-6599

July 1, 2016

Ruby Davis
Wildlands Engineering
1430 South Mint Street, Suite 104
Charlotte, NC 28203

Re: Cane Creek Mitigation Bank, Alamance and Chatham Counties, ER 16-1133
Dear Ms. Davis:
Thank you for your email of June 24, 2016, concerning the above project.
We have conducted a review of the project and are aware of no historic resources which would be affected
by the project. Therefore, we have no comment on the project as proposed.

The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the
Advisory Council on Historic Preservation’s Regulations for Compliance with Section 106 codified at 36
CFR Part 800.

Thank you for your cooperation and consideration. If you have questions concerning the above comment,
contact Renee Gledhill-Earley, environmental review coordinator, at 919-807-6579 or
[e-mail]. In all future communication concerning this project, please cite the
above referenced tracking number.
Sincerely,

Ramona M. Bartos

FORM-LBD-CCA
®kcehCoeG htiw tropeR ™paM suidaR RDE ehT
6 Armstrong Road, 4th floor
Shelton, CT 06484
Toll Free: 800.352.0050
www.edrnet.com
Cane Creek Mitigation Bank - South and Bethel
Sheep Rock Road
Snow Camp, NC 27349
Inquiry Number: 4585422.2s
April 07, 2016
SECTION PAGE
Executive Summary ES1
Overview Map 2
Detail Map 3
Map Findings Summary 4
Map Findings 8
Orphan Summary 9
Government Records Searched/Data Currency Tracking GR-1
GEOCHECK ADDENDUM
Physical Setting Source Addendum A-1
Physical Setting Source Summary A-2
Physical Setting Source Map A-7
Physical Setting Source Map Findings A-8
Physical Setting Source Records Searched PSGR-1
TC4585422.2s Page 1
Thank you for your business.
Please contact EDR at 1-800-352-0050
with any questions or comments.
Disclaimer - Copyright and Trademark Notice
This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data
Resources, Inc. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from
other sources. NO WARRANTY EXPRESSED OR IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL
DATA RESOURCES, INC. SPECIFICALLY DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES, INCLUDING WITHOUT LIMITATION,
MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL
ENVIRONMENTAL DATA RESOURCES, INC. BE LIABLE TO ANYONE, WHETHER ARISING OUT OF ERRORS OR OMISSIONS, NEGLIGENCE,
ACCIDENT OR ANY OTHER CAUSE, FOR ANY LOSS OF DAMAGE, INCLUDING, WITHOUT LIMITATION, SPECIAL, INCIDENTAL,
CONSEQUENTIAL, OR EXEMPLARY DAMAGES. ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES, INC. IS STRICTLY
LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT. Purchaser accepts this Report "AS IS". Any analyses, estimates, ratings,
environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor
should they be interpreted as providing any facts regarding, or prediction or forecast of, any environmental risk for any property. Only a Phase I
Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any
property. Additionally, the information provided in this Report is not to be construed as legal advice.
Copyright 2016 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole
or in part, of any report or map of Environmental Data Resources, Inc., or its affiliates, is prohibited without prior written permission.
EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, Inc. or its affiliates. All other
trademarks used herein are the property of their respective owners.
TABLE OF CONTENTS
EXECUTIVE SUMMARY
TC4585422.2s EXECUTIVE SUMMARY 1
A search of available environmental records was conducted by Environmental Data Resources, Inc (EDR).
The report was designed to assist parties seeking to meet the search requirements of EPA’s Standards
and Practices for All Appropriate Inquiries (40 CFR Part 312), the ASTM Standard Practice for
Environmental Site Assessments (E 1527-13) or custom requirements developed for the evaluation of
environmental risk associated with a parcel of real estate.
TARGET PROPERTY INFORMATION
ADDRESS
SHEEP ROCK ROAD
SNOW CAMP, NC 27349
COORDINATES
35.8302150 - 35˚ 49’ 48.77’’Latitude (North):
79.3684270 - 79˚ 22’ 6.33’’Longitude (West):
Zone 17Universal Tranverse Mercator:
647374.2UTM X (Meters):
3966145.5UTM Y (Meters):
583 ft. above sea levelElevation:
USGS TOPOGRAPHIC MAP ASSOCIATED WITH TARGET PROPERTY
5945591 SILK HOPE, NCTarget Property Map:
2013Version Date:
5945515 CRUTCHFIELD CROSSROADS, NCWest Map:
2013Version Date:
AERIAL PHOTOGRAPHY IN THIS REPORT
20120531, 20120511Portions of Photo from:
USDASource:
4585422.2s Page 2
NO MAPPED SITES FOUND
MAPPED SITES SUMMARY
Target Property Address:
SHEEP ROCK ROAD
SNOW CAMP, NC 27349
Click on Map ID to see full detail.
MAP RELATIVE DIST (ft. & mi.)
ID DATABASE ACRONYMS ELEVATION DIRECTIONSITE NAME ADDRESS
EXECUTIVE SUMMARY
TC4585422.2s EXECUTIVE SUMMARY 3
TARGET PROPERTY SEARCH RESULTS
The target property was not listed in any of the databases searched by EDR.
DATABASES WITH NO MAPPED SITES
No mapped sites were found in EDR’s search of available ("reasonably ascertainable ") government
records either on the target property or within the search radius around the target property for the
following databases:
STANDARD ENVIRONMENTAL RECORDS
Federal NPL site list
NPL National Priority List
Proposed NPL Proposed National Priority List Sites
NPL LIENS Federal Superfund Liens
Federal Delisted NPL site list
Delisted NPL National Priority List Deletions
Federal CERCLIS list
FEDERAL FACILITY Federal Facility Site Information listing
SEMS Superfund Enterprise Management System
Federal CERCLIS NFRAP site list
SEMS-ARCHIVE Superfund Enterprise Management System Archive
Federal RCRA CORRACTS facilities list
CORRACTS Corrective Action Report
Federal RCRA non-CORRACTS TSD facilities list
RCRA-TSDF RCRA - Treatment, Storage and Disposal
Federal RCRA generators list
RCRA-LQG RCRA - Large Quantity Generators
RCRA-SQG RCRA - Small Quantity Generators
RCRA-CESQG RCRA - Conditionally Exempt Small Quantity Generator
Federal institutional controls / engineering controls registries
LUCIS Land Use Control Information System
US ENG CONTROLS Engineering Controls Sites List
EXECUTIVE SUMMARY
TC4585422.2s EXECUTIVE SUMMARY 4
US INST CONTROL Sites with Institutional Controls
Federal ERNS list
ERNS Emergency Response Notification System
State- and tribal - equivalent NPL
NC HSDS Hazardous Substance Disposal Site
State- and tribal - equivalent CERCLIS
SHWS Inactive Hazardous Sites Inventory
State and tribal landfill and/or solid waste disposal site lists
SWF/LF List of Solid Waste Facilities
OLI Old Landfill Inventory
State and tribal leaking storage tank lists
LUST Regional UST Database
LAST Leaking Aboveground Storage Tanks
INDIAN LUST Leaking Underground Storage Tanks on Indian Land
LUST TRUST State Trust Fund Database
State and tribal registered storage tank lists
FEMA UST Underground Storage Tank Listing
UST Petroleum Underground Storage Tank Database
AST AST Database
INDIAN UST Underground Storage Tanks on Indian Land
State and tribal institutional control / engineering control registries
INST CONTROL No Further Action Sites With Land Use Restrictions Monitoring
State and tribal voluntary cleanup sites
INDIAN VCP Voluntary Cleanup Priority Listing
VCP Responsible Party Voluntary Action Sites
State and tribal Brownfields sites
BROWNFIELDS Brownfields Projects Inventory
ADDITIONAL ENVIRONMENTAL RECORDS
Local Brownfield lists
US BROWNFIELDS A Listing of Brownfields Sites
Local Lists of Landfill / Solid Waste Disposal Sites
HIST LF Solid Waste Facility Listing
EXECUTIVE SUMMARY
TC4585422.2s EXECUTIVE SUMMARY 5
SWRCY Recycling Center Listing
INDIAN ODI Report on the Status of Open Dumps on Indian Lands
ODI Open Dump Inventory
DEBRIS REGION 9 Torres Martinez Reservation Illegal Dump Site Locations
Local Lists of Hazardous waste / Contaminated Sites
US HIST CDL Delisted National Clandestine Laboratory Register
US CDL National Clandestine Laboratory Register
Local Land Records
LIENS 2 CERCLA Lien Information
Records of Emergency Release Reports
HMIRS Hazardous Materials Information Reporting System
SPILLS Spills Incident Listing
IMD Incident Management Database
SPILLS 90 SPILLS 90 data from FirstSearch
SPILLS 80 SPILLS 80 data from FirstSearch
Other Ascertainable Records
RCRA NonGen / NLR RCRA - Non Generators / No Longer Regulated
FUDS Formerly Used Defense Sites
DOD Department of Defense Sites
SCRD DRYCLEANERS State Coalition for Remediation of Drycleaners Listing
US FIN ASSUR Financial Assurance Information
EPA WATCH LIST EPA WATCH LIST
2020 COR ACTION 2020 Corrective Action Program List
TSCA Toxic Substances Control Act
TRIS Toxic Chemical Release Inventory System
SSTS Section 7 Tracking Systems
ROD Records Of Decision
RMP Risk Management Plans
RAATS RCRA Administrative Action Tracking System
PRP Potentially Responsible Parties
PADS PCB Activity Database System
ICIS Integrated Compliance Information System
FTTS FIFRA/ TSCA Tracking System - FIFRA (Federal Insecticide, Fungicide, & Rodenticide
Act)/TSCA (Toxic Substances Control Act)
MLTS Material Licensing Tracking System
COAL ASH DOE Steam-Electric Plant Operation Data
COAL ASH EPA Coal Combustion Residues Surface Impoundments List
PCB TRANSFORMER PCB Transformer Registration Database
RADINFO Radiation Information Database
HIST FTTS FIFRA/TSCA Tracking System Administrative Case Listing
DOT OPS Incident and Accident Data
CONSENT Superfund (CERCLA) Consent Decrees
INDIAN RESERV Indian Reservations
FUSRAP Formerly Utilized Sites Remedial Action Program
UMTRA Uranium Mill Tailings Sites
LEAD SMELTERS Lead Smelter Sites
US AIRS Aerometric Information Retrieval System Facility Subsystem
EXECUTIVE SUMMARY
TC4585422.2s EXECUTIVE SUMMARY 6
US MINES Mines Master Index File
FINDS Facility Index System/Facility Registry System
COAL ASH Coal Ash Disposal Sites
DRYCLEANERS Drycleaning Sites
Financial Assurance Financial Assurance Information Listing
NPDES NPDES Facility Location Listing
UIC Underground Injection Wells Listing
FUELS PROGRAM EPA Fuels Program Registered Listing
ECHO Enforcement & Compliance History Information
EDR HIGH RISK HISTORICAL RECORDS
EDR Exclusive Records
EDR MGP EDR Proprietary Manufactured Gas Plants
EDR Hist Auto EDR Exclusive Historic Gas Stations
EDR Hist Cleaner EDR Exclusive Historic Dry Cleaners
EDR RECOVERED GOVERNMENT ARCHIVES
Exclusive Recovered Govt. Archives
RGA HWS Recovered Government Archive State Hazardous Waste Facilities List
RGA LF Recovered Government Archive Solid Waste Facilities List
RGA LUST Recovered Government Archive Leaking Underground Storage Tank
SURROUNDING SITES: SEARCH RESULTS
Surrounding sites were not identified.
Unmappable (orphan) sites are not considered in the foregoing analysis.
EXECUTIVE SUMMARY
TC4585422.2s EXECUTIVE SUMMARY 7
There were no unmapped sites in this report.
EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.
6 806 80
640600600560
560
6 00 640
6 4 0560560
6406406 006 0 0
6
006 00
6 00
6 406 40
640640600640
7 2 0
720 60 0
7 6072 07207 2 06007 20
6005606 0 0
640 560560720 720560560 5606 00
600
6 80 640
6006006 80 640640640
640 600640
640600
6 00
600
600 600 6006 0 0
600 60 0
600
60 0
6 4 0
64
0 6406
00640640680
6 80
680 680680680680
64068 0
6 80
640600
600
60 0
680680
6 8 0
6006 0 0 640
6 80640
600640
720
640640760640600600600
6 40
640640
6406 4
7 2 0
640
640
64 0
64 0
640
64 0
6406 4 0
4 06 4 0
6 406
40
6 40640640
68068068 0
05 6
560
5605606 0560640
64 0
520600560560600600600600
5 60520520 6 0 0
6 0 0 6 00 560520
560
5 6 0
5606005606005205
60
5606 00
5606 40
5 60
5 60
560
640
600680
6 0068 0
640
680
606 00
6 4 0
6 4 0
640
640640
64 0
600640600606006406 8 0
6 80
720600
6 0068 0
6806006 006006406 8 0
6 8 0 6 4 0
7 6 0
6407 2 0
6 40 640
6 8 0680
6 80 6006 0 0
6 40
680560640
5605 6 0
7 6 0
640600
640
7 2 0
72 0666
806 8 0
640640640
6 40
6406
40640
6 40640
6406405605 6 0560560560
5 6 0
5 6 0
5 60
560560560560560
6 0 0 600600
6 0 0
6 006
6 0 0
6 0 0
60 0
6 006006 006 0 0
EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.
64
640 600600
560
600600560
640 60 0
6005604 0 5605605 60
5 6 0 5605606 0 0600
600600006 00 60
0 600600
6006 00
64 0 6 00
6 00
6406 4 0
600600600
600 60
0
6 0 0
600
64 0
680
6 4 0 640
6 4 0 600640640
680640680
64068068064 0
640
6 406 4 0
6
4
0
600
560
5 60560
560560560 560560560
56056 0
5 605 60
560
600 560
6 0 0
600 560
640
5 60
600 6406 00 640600600
640 6 8 0
720600
600
6 40640
6 40 600
6 40
6 40
6 8 0
6 80
6 40
7 6 0
6 40640
6 4 0
6 4 0
6 4 0
560
5 6 0
560560
560
6006 006 0 0
MAP FINDINGS SUMMARY
Search
TargetDistance Total
Database Property(Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted
STANDARD ENVIRONMENTAL RECORDS
Federal NPL site list
0 NR 0 0 0 0 1.000NPL
0 NR 0 0 0 0 1.000Proposed NPL
0 NR NR NR NR NR TPNPL LIENS
Federal Delisted NPL site list
0 NR 0 0 0 0 1.000Delisted NPL
Federal CERCLIS list
0 NR NR 0 0 0 0.500FEDERAL FACILITY
0 NR NR 0 0 0 0.500SEMS
Federal CERCLIS NFRAP site list
0 NR NR 0 0 0 0.500SEMS-ARCHIVE
Federal RCRA CORRACTS facilities list
0 NR 0 0 0 0 1.000CORRACTS
Federal RCRA non-CORRACTS TSD facilities list
0 NR NR 0 0 0 0.500RCRA-TSDF
Federal RCRA generators list
0 NR NR NR 0 0 0.250RCRA-LQG
0 NR NR NR 0 0 0.250RCRA-SQG
0 NR NR NR 0 0 0.250RCRA-CESQG
Federal institutional controls /
engineering controls registries
0 NR NR 0 0 0 0.500LUCIS
0 NR NR 0 0 0 0.500US ENG CONTROLS
0 NR NR 0 0 0 0.500US INST CONTROL
Federal ERNS list
0 NR NR NR NR NR TPERNS
State- and tribal - equivalent NPL
0 NR 0 0 0 0 1.000NC HSDS
State- and tribal - equivalent CERCLIS
0 NR 0 0 0 0 1.000SHWS
State and tribal landfill and/or
solid waste disposal site lists
0 NR NR 0 0 0 0.500SWF/LF
0 NR NR 0 0 0 0.500OLI
State and tribal leaking storage tank lists
0 NR NR 0 0 0 0.500LUST
TC4585422.2s Page 4
MAP FINDINGS SUMMARY
Search
TargetDistance Total
Database Property(Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted
0 NR NR 0 0 0 0.500LAST
0 NR NR 0 0 0 0.500INDIAN LUST
0 NR NR 0 0 0 0.500LUST TRUST
State and tribal registered storage tank lists
0 NR NR NR 0 0 0.250FEMA UST
0 NR NR NR 0 0 0.250UST
0 NR NR NR 0 0 0.250AST
0 NR NR NR 0 0 0.250INDIAN UST
State and tribal institutional
control / engineering control registries
0 NR NR 0 0 0 0.500INST CONTROL
State and tribal voluntary cleanup sites
0 NR NR 0 0 0 0.500INDIAN VCP
0 NR NR 0 0 0 0.500VCP
State and tribal Brownfields sites
0 NR NR 0 0 0 0.500BROWNFIELDS
ADDITIONAL ENVIRONMENTAL RECORDS
Local Brownfield lists
0 NR NR 0 0 0 0.500US BROWNFIELDS
Local Lists of Landfill / Solid
Waste Disposal Sites
0 NR NR 0 0 0 0.500HIST LF
0 NR NR 0 0 0 0.500SWRCY
0 NR NR 0 0 0 0.500INDIAN ODI
0 NR NR 0 0 0 0.500ODI
0 NR NR 0 0 0 0.500DEBRIS REGION 9
Local Lists of Hazardous waste /
Contaminated Sites
0 NR NR NR NR NR TPUS HIST CDL
0 NR NR NR NR NR TPUS CDL
Local Land Records
0 NR NR NR NR NR TPLIENS 2
Records of Emergency Release Reports
0 NR NR NR NR NR TPHMIRS
0 NR NR NR NR NR TPSPILLS
0 NR NR 0 0 0 0.500IMD
0 NR NR NR NR NR TPSPILLS 90
0 NR NR NR NR NR TPSPILLS 80
Other Ascertainable Records
0 NR NR NR 0 0 0.250RCRA NonGen / NLR
TC4585422.2s Page 5
MAP FINDINGS SUMMARY
Search
TargetDistance Total
Database Property(Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted
0 NR 0 0 0 0 1.000FUDS
0 NR 0 0 0 0 1.000DOD
0 NR NR 0 0 0 0.500SCRD DRYCLEANERS
0 NR NR NR NR NR TPUS FIN ASSUR
0 NR NR NR NR NR TPEPA WATCH LIST
0 NR NR NR 0 0 0.2502020 COR ACTION
0 NR NR NR NR NR TPTSCA
0 NR NR NR NR NR TPTRIS
0 NR NR NR NR NR TPSSTS
0 NR 0 0 0 0 1.000ROD
0 NR NR NR NR NR TPRMP
0 NR NR NR NR NR TPRAATS
0 NR NR NR NR NR TPPRP
0 NR NR NR NR NR TPPADS
0 NR NR NR NR NR TPICIS
0 NR NR NR NR NR TPFTTS
0 NR NR NR NR NR TPMLTS
0 NR NR NR NR NR TPCOAL ASH DOE
0 NR NR 0 0 0 0.500COAL ASH EPA
0 NR NR NR NR NR TPPCB TRANSFORMER
0 NR NR NR NR NR TPRADINFO
0 NR NR NR NR NR TPHIST FTTS
0 NR NR NR NR NR TPDOT OPS
0 NR 0 0 0 0 1.000CONSENT
0 NR 0 0 0 0 1.000INDIAN RESERV
0 NR 0 0 0 0 1.000FUSRAP
0 NR NR 0 0 0 0.500UMTRA
0 NR NR NR NR NR TPLEAD SMELTERS
0 NR NR NR NR NR TPUS AIRS
0 NR NR NR 0 0 0.250US MINES
0 NR NR NR NR NR TPFINDS
0 NR NR 0 0 0 0.500COAL ASH
0 NR NR NR 0 0 0.250DRYCLEANERS
0 NR NR NR NR NR TPFinancial Assurance
0 NR NR NR NR NR TPNPDES
0 NR NR NR NR NR TPUIC
0 NR NR NR 0 0 0.250FUELS PROGRAM
0 NR NR NR NR NR TPECHO
EDR HIGH RISK HISTORICAL RECORDS
EDR Exclusive Records
0 NR 0 0 0 0 1.000EDR MGP
0 NR NR NR NR 0 0.125EDR Hist Auto
0 NR NR NR NR 0 0.125EDR Hist Cleaner
EDR RECOVERED GOVERNMENT ARCHIVES
Exclusive Recovered Govt. Archives
0 NR NR NR NR NR TPRGA HWS
TC4585422.2s Page 6
MAP FINDINGS SUMMARY
Search
TargetDistance Total
Database Property(Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted
0 NR NR NR NR NR TPRGA LF
0 NR NR NR NR NR TPRGA LUST
0 0 0 0 0 0 0- Totals --
NOTES:
TP = Target Property
NR = Not Requested at this Search Distance
Sites may be listed in more than one database
TC4585422.2s Page 7
SheetChecked By:Job Number:Drawn By:Project Engineer:312 W. Millbrook Road, Ste 225Raleigh, NC 27609Tel: [phone]Firm License No. F-0831Date:Revisions:PRELIMIN
ARY
DO NOTUSE FORCONSTRUCTIONF:\Projects\005-40045 Cane Creek\CADD\Bethel Branch Site\Plans\40045-BB-General Notes and Symbols.dwgOctober 10, 2018Cane Creek Umbrella Mitigation Bank - Bethel BranchChatham County, North CarolinaGeneral Notes and Symbols005-40045JCKNMMGAT0.310.5.18General Construction Notes for All Reaches
1.All erosion and sediment control practices shall comply with the North Carolina Erosion and Sediment Control Planning and Design Manual.
2.Contractor will install pump-around systems to divert flow while working in live, flowing channels. The Contractor shall operate and maintain the pump-around system 24 hours a
day until all disturbed areas are stabilized. The disturbed area within the pump around must be stabilized with temporary seeding, mulch and erosion control matting by the end
of each work day. Contractor shall not remove pump-around systems and advance to the next work area until the current work area is completed and stabilized.
3.No material from the off-line proposed stream channel excavation may be backfilled into the adjacent existing stream channel until the newly-constructed proposed stream
section is completed, stabilized, and the stream flow has been diverted into it, not even if that section of old/ existing stream is being pumped.
4.In areas without a pump-around system, Contractor shall disturb only as much channel bank as can be stabilized with temporary seeding, mulch, and erosion control matting by
the end of each work day.
5.Clearing and grubbing activities shall not extend more than 150 linear feet ahead of in-stream work.
6.When crossing an active section of new or old stream channel, a Timber Mat shall be installed according to the details and specifications.
7.All graded areas with slopes steeper than 3:1 will be stabilized within seven (7) working days. All other areas will be stabilized within 14 working days.
8.Vegetation located on site to be used as transplant material (juncus, small trees, and sod mats) shall not be disturbed until Contractor is prepared to install transplants.
9.Locations for staging and stockpile areas and temporary stream crossings have been provided on the Plans. Additional or alternative short-term stockpile areas may be used by
the Contractor provided that all practices comply with the North Carolina Erosion and Sediment Control Planning and Design Manual and that the areas are approved by the
Engineer prior to implementation. Short-term stockpile areas are those that will remain in place for a short period of time so that the disturbed area can be stabilized within the
timeframes stated in item #7 of General Construction Notes. Additional stockpile areas other than short-term stockpiles, staging areas, and stream crossings not shown on the
plans will require approval of the Division of Energy, Mineral and Land Resources.
10.Various types of constructed riffles are specified on the plans. Contractor shall build the specific types of constructed riffles at locations shown on the Plans. Changes in
constructed riffle type must be approved by the Engineer.
11.Sod mats can be used in lieu of coir fiber matting to stabilize all stream banks on site as they are available. Coir fiber matting may be used where sod mats are not available or if
coir fiber matting is preferred at the discretion of the Engineer. Material used for sod mats must be approved by the Engineer.
12.Fertilizer and soil amendments are discussed in the permanent seeding specification. Lime and fertilizer may be applied to assist with grass establishment in some disturbed
areas. The limits of applications will be determined by the Engineer in the field.
13.Existing fence located inside the conservation easement shall be removed during construction.
14.Contractor is to make every effort to avoid damaging or removing existing trees.
15.Materials harvested on site for construction of structures must be obtained within the conservation easement and approved by Engineer.
16.Under no circumstances will the Contractor exceed the limits of disturbance as shown on the Plans.
17.The construction site will be accessed from two construction entrance points, one off Moon-Lindley Road and one off W.E Wright Road as shown on the plans.
Initial Site Preparation
1.Contact North Carolina “One Call” Center (1.800.632.4949) before any excavation.
2.Contact Chatham County Watershed Protection (919-542-8268) before any work begins on the project and notify them of the start date.
3.Mobilize equipment and materials to the Site.
4.Identify and establish construction entrance, staging and stockpile areas, haul roads, silt fence, tree protection fencing, safety fencing, and temporary stream crossings as
indicated on the Plans for work areas.
5.All haul roads shall be monitored for sediment loss daily. In the event of sediment loss, silt fence or other acceptable sediment and erosion control practices shall be installed. Silt
fence outlets shall be located at points of low elevation or a minimum spacing of 150 ft.
6.Set up temporary facilities, locate equipment within the staging area, and stockpile materials needed for the initial stages of construction within the stockpile area(s).
7.Install and maintain an onsite rain gauge and log book to record the rainfall amounts and dates. Complete the self-inspection as required by NCDEQ permit. Rainfall records,
completed self-inspection forms, and permits should be stored in an on-site permit box.
8.After site is prepared, an inspection by the Chatham County Watershed Protection Department is required and authorization must be given by the County before work can begin.
Construction Sequence
1.Install temporary livestock fencing, as necessary, to secure project area prior to construction. Conservation easement fencing may be installed prior to construction to reduce or
eliminate the need for temporary fencing.
2.Perform any necessary clearing and grubbing in phases as work progresses. Bank vegetation and vegetation immediately adjacent to live channels shall be left undisturbed as long
as possible. Remove all non-native and invasive vegetation prior to beginning the channel construction.
3.Construction of all channels are to be done in the dry. Construction should generally progress from upstream to downstream to prevent sediment runoff from upstream
construction affecting completed downstream reaches. Use a pump around as shown on the plans and discussed in the General Notes.
4.Where feasible, more than one offline section may be constructed concurrently. Offline sections shall be tied online sequentially from downstream to upstream.
5.As work progresses, remove and stockpile the top three inches of soil from the active grading area. Stockpiled topsoil shall be kept separate for onsite replacement prior to
floodplain seeding.
6.Construct the proposed stream channel to the grade specified in the cross-sections and profile. Transfer coarse material from abandoned channel riffles to new channel riffles
utilizing a pump-around when doing so.
7.Install in-stream structures (riffles, angled log sills, log j-hooks, lunker logs, log vanes, and boulder sills) and bank revetments such as brush toe and sod mats after channel grading
is completed according to details and specifications.
8.Install permanent stream crossings according to details and specifications.
9.Seed (with specified temporary and permanent seed mix) and straw mulch areas where the coir fiber matting is to be installed.
10.Install sod mats and/or coir fiber matting according to plans and specifications.
11.Grade the adjacent floodplain and wetland areas in locations and according to grades shown on the plans.
12.Backfill abandoned channel sections with stockpiled soil according to the grades shown on the Plans. Non-native and invasive vegetation (e.g. Chinese privet and multiflora rose)
shall be removed from the existing channel prior to backfilling.
13.Prepare floodplain for seeding by applying stockpiled topsoil to the floodplain between bankfull elevation and the grading limits, ripping and raking/smoothing. All haul roads and
other areas of compacted soil must be thoroughly ripped or disked. Seed with specified temporary and permanent seed mix and mulch. Any areas within the conservation
easement that have not been graded shall be treated according to the planting plan.
14.If at any time circumstances should arise where water has been turned into the new channel and additional work must be done on the floodplain, erosion control devices will be
installed to protect the new channel from sedimentation.
15.Once all phases of channel and floodplain construction are complete, any remaining fence lines shall be staked according to fencing plan. Install fence outside of conservation
easement according to fencing plan, details, and specifications.
16.Prepare the floodplain areas for planting per the specifications.
17.Install bare root plants on floodplain and livestakes and herbaceous plugs along the stream banks according to the plans and specifications.
Construction Demobilization
1.Remove temporary stream crossings, stockpile areas, and erosion and sediment control devices. Note: Permanent vegetation must be established before measures can be
removed.
2.The Contractor shall ensure that the site is free of trash and leftover materials prior to demobilization of equipment from the site.
3.Complete the removal of any additional stockpiled material from the site.
4.Demobilize grading equipment from the site.
5.All rock and other stockpiled materials must be removed from the limits of disturbance and conservation easement unless otherwise directed by Engineer.
6.All areas, including but not limited to pasture areas, roads, and entrances outside the conservation easement shall be returned to pre-project conditions or better.
7.Seed, mulch, and stabilize staging areas, stockpile areas, haul roads, and construction entrances. Pasture seed mix is to be applied to areas of disturbance outside of the
conservation easement.
Existing Property Boundary
Existing 5' Major Contour
Existing 1' Minor Contour
Existing Thalweg
Existing Edge of Pavement
Existing Fence
Existing Top of Bank
Existing Wetlands
Existing Treeline
Existing Tree
Existing Bedrock
Existing Farm Road
Proposed Conservation Easement
Proposed Temporary Construction Easement
Proposed Stream Alignment
Proposed Bankfull
Proposed 5' Major Contour
Proposed 1' Minor Contour
Proposed Native Material Constructed Riffle
See Detail 1, Sheet 5.1
Proposed Woody Riffle
See Detail 2, Sheet 5.1
Proposed Angled Log Riffle
See Detail 3, Sheet 5.1
Proposed Chunky Riffle
See Detail 4, Sheet 5.1
Proposed Angled Log Sill
See Detail 2, Sheet 5.2
Proposed Boulder Sill
See Detail 1, Sheet 5.2
Proposed Log J-Hook
See Detail 1, Sheet 5.3
10+00
CE CE CE
CR-NM
Existing Features Proposed Features
CR-WD
CR-ALR
Proposed Log Vane
See Detail 2, Sheet 5.3
Proposed Brush Toe
See Details 1 and 2, Sheet 5.4
Proposed Boulder Toe
See Detail 1, Sheet 5.5
Proposed Channel Plug
See Detail 2, Sheet 5.5
Proposed Permanent Culvert Crossing
See Detail 1, Sheet 5.9
Proposed Woven Wire Fence
See Detail 1, Sheet 5.9
Proposed 2" Tube Steel Gate
See Detail 2, Sheet 5.9
Proposed Permanent Ford Crossing
See Detail 4, Sheet 5.9
Proposed Farm Road Realignment
Proposed Construction Entrance
See Detail 3, Sheet 5.6
Proposed Pump Around System
See Detail 4, Sheet 5.6
Proposed Temporary Silt Fence
See Detail 1, Sheet 5.7
Proposed Silt Fence Gravel Outlet
See Detail 2, Sheet 5.7
Proposed Temporary Stream Crossing - Timber Mat
See Detail 3, Sheet 5.7
Proposed Tree Protection Fencing
See Detail 3, Sheet 5.5
Proposed Haul Road
Proposed Stockpile/Staging Area
Proposed Limits Of Disturbance[x]TLOD
Erosion Control Features
SAF
TCE TCE TCE TCE
540
540
X X
CR-CH
TOB TOB
SheetChecked By:Job Number:Drawn By:Project Engineer:312 W. Millbrook Road, Ste 225Raleigh, NC 27609Tel: [phone]Firm License No. F-0831Date:Revisions:PRELIMIN
ARY
DO NOTUSE FORCONSTRUCTIONF:\Projects\005-40045 Cane Creek\CADD\Bethel Branch Site\Plans\40045-BB-Planting.dwgOctober 10, 2018Cane Creek Umbrella Mitigation Bank - Bethel BranchChatham County, North CarolinaPlanting Tables005-40045JCKNMMGAT2.010.5.18Zone 1 - Streambank Planting Zone
(See Detail 2, Sheet 5.6)
Zone 2 - Buffer Planting Zone
(See Detail 1, Sheet 5.6)
Zone 3 - Wetland Planting Zone
(See Detail 1, Sheet 5.6)
Permanent Riparian Seeding
Pure Live Seed (20 lbs/ acre)
Approved Date Species Name Common Name Stratum Density
(lbs/acre)
All Year Panicum rigidulum Redtop Panicgrass Herb 1.5
All Year Agrostis hyemalis Winter Bentgrass Herb 4.0
All Year Chasmanthium latifolium River Oats Herb 2.0
All Year Rudbeckia hirta Blackeyed Susan Herb 1.0
All Year Coreopsis lanceolata Lanceleaf Coreopsis Herb 1.0
All Year Carex vulpinoidea Fox Sedge Herb 3.0
All Year Panicum clandestinum Deertongue Herb 3.5
All Year Elymus virginicus Virginia Wild Rye Herb 2.0
All Year Chamaecrista fasciculata Partridge Pea Herb 1.0
All Year Senna hebecarpa Wild Senna Herb 1.0
Permanent Seeding Outside Easement
Approved
Date
Species Name Common Name Stratum Density
(lbs/acre)
All Year Festuca arundinacea Tall Fescue Herb 40.0
Temporary Seeding
Approved
Date
Species Name Common Name Stratum Density
(lbs/acre)
Aug
15-May1
Secale cereal Rye Grain Herb 140.0
May 1 -
Aug 15
Pennisetum glaucum Pearl Millet Herb 50.0
Riparian Planting Zone
Bare Root
Species Common Name Max
Spacing
Indiv.
Spacing
Min.
Caliper Size
Stratum # of Stems
Quercus phellos Willow Oak 12 ft.6-12 ft.0.25”-1.0”Canopy 10%
Platanus occidentalis Sycamore 12 ft.6-12 ft.0.25”-1.0”Canopy 20%
Betula nigra River Birch 12 ft.6-12 ft.0.25”-1.0”Canopy 20%
Quercus pagoda Cherrybark Oak 12 ft.6-12 ft.0.25”-1.0”Canopy 5%
Liriodendron tulipifera Tulip Poplar 12 ft.6-12 ft.0.25”-1.0”Canopy 10%
Celtis occidentalis Hackberry 12 ft.6-12 ft.0.25”-1.0”Canopy 5%
Ulmus americana American Elm 12 ft.6-12 ft.0.25”-1.0”Canopy 5%
Quercus michauxii Swamp Chestnut
Oak
12 ft.6-12 ft.0.25”-1.0”Canopy 10%
Fraxinus pennsylvanica Green Ash 12 ft.6-12 ft.0.25”-1.0”Canopy 15%
100%
Streambank Planting Zone
Live Stakes
Species Common Name Max
Spacing
Indiv.
Spacing
Min. Size Stratum % of Stems
Cornus ammomum Silky Dogwood 8 ft.2-8 ft.0.5”-1.5” cal.Shrub 40%
Salix sericea Silky Willow 8 ft.2-8 ft.0.5”-1.5” cal.Shrub 40%
Sambucus canadensis Elederberry 8 ft.2-8 ft.0.5”-1.5” cal.Shrub 20%
100%
Herbaceous Plugs
Juncus effusus Common Rush 5 ft.3-5 ft.1.0”- 2.0” plug Herb 40%
Carex alata Broadwing Sedge 5 ft.3-5 ft.1.0”- 2.0” plug Herb 30%
Carex stricta Tussock Sedge 5 ft.3-5 ft.1.0”- 2.0” plug Herb 30%
100%
Wetland Planting Zone
Bare Root
Species Common Name Max
Spacing
Indiv.
Spacing
Min.
Caliper Size
Stratum # of Stems
Quercus phellos Willow Oak 12 ft.6-12 ft.0.25”-1.0”Canopy 10%
Platanus occidentalis Sycamore 12 ft.6-12 ft.0.25”-1.0”Canopy 20%
Betula nigra River Birch 12 ft.6-12 ft.0.25”-1.0”Canopy 20%
Quercus pagoda Cherrybark Oak 12 ft.6-12 ft.0.25”-1.0”Canopy 10%
Ulmus americana American Elm 12 ft.6-12 ft.0.25”-1.0”Canopy 10%
Quercus michauxii Swamp Chestnut
Oak
12 ft.6-12 ft.0.25”-1.0”Canopy 10%
Fraxinus pennsylvanica Green Ash 12 ft.6-12 ft.0.25”-1.0”Canopy 20%
100%
0'200'400'600'
(HORIZONTAL)SheetChecked By:Job Number:Drawn By:Project Engineer:312 W. Millbrook Road, Ste 225Raleigh, NC 27609Tel: [phone]Firm License No. F-0831Date:Revisions:PRELIMIN
ARY
DO NOTUSE FORCONSTRUCTIONF:\Projects\005-40045 Cane Creek\CADD\Bethel Branch Site\Plans\40045-BB-Planting.dwgOctober 10, 2018Cane Creek Umbrella Mitigation Bank - Bethel BranchChatham County, North CarolinaPlanting Plan005-40045JCKNMMGAT2.110.5.18N
Note: Non-hatched areas within easement are currently vegetated
and will be planted as needed to achieve target density.
Buffer planting will occur within the Limits of Disturbance
Zone 1 - Streambank Planting Zone
(See Detail 2, Sheet 5.6)
Zone 2 - Buffer Planting Zone
(See Detail 1, Sheet 5.6)
Zone 3 - Wetland Planting Zone
(See Detail 1, Sheet 5.6)CECECECECECECECECECECECECE
CECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECE
CECECECECECE
C
E
C
E
C
E
CE
CE
CE
CE
CECECE
CE CECECECECECECECECECECECECE
CE CECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECEC
E
C
E
C
E
CECECECECE
CE CE CE CE CE
CE CECEM
O
O
N

L
I
N
D
L
E
Y

R
O
A
D
RE WRIGHT ROADEXISTING FARM ROAD
EXIST
ING
FARM
ROADUT1UT2UT3
0'40'80'120'
(HORIZONTAL)SheetChecked By:Job Number:Drawn By:Project Engineer:312 W. Millbrook Road, Ste 225Raleigh, NC 27609Tel: [phone]Firm License No. F-0831Date:Revisions:PRELIMIN
ARY
DO NOTUSE FORCONSTRUCTIONF:\Projects\005-40045 Cane Creek\CADD\Bethel Branch Site\Plans\40045-BB-Erosion Control.dwgOctober 10, 2018Cane Creek Umbrella Mitigation Bank - Bethel BranchChatham County, North CarolinaErosion and Sediment Control OverviewErosion and Sediment Control005-40045JCKNMMGAT3.010.5.18NErosion Control Features
Proposed Construction Entrance
See Detail 3, Sheet 5.6
Proposed Pump Around
See Detail 4, Sheet 5.6
Proposed Silt Fence
See Detail 1, Sheet 5.7
Proposed Silt Fence Gravel Outlet
See Detail 2, Sheet 5.7
Proposed Temporary Stream Crossing - Timber Mat
See Detail 3, Sheet 5.7
Proposed Tree Protection Fencing
See Detail 3, Sheet 5.5
Proposed Haul Road
Proposed Stockpile/Staging Area
Proposed Limits Of Disturbance[x]TLOD
SAF
Ground Stabilization Requirements per NCG01
Site Area Description Stabilization Time
Frame
Stabilization Time Frame
Exceptions
Perimeter dikes, swales,
ditches and slopes
7 days None
High Quality Water
(HQW) Zones
7 days None
Slopes Steeper than 3:1 7 days If slopes are 10' or less in length
and are not steeper than 2:1, 14
days are allowed
Slopes flatter than 3:1 14 days 7 days for slopes > than 50' in
length
All other areas with
slopes < 4:1
14 days None (except for perimeters and
HQW)
Extensions of time may be approved by the permitting authority based on
weather or other site-specific conditions that make compliance impracticable.
Inspection and Record Keeping Requirements per NCG01
Measures shall be inspected once per 7 calendar days and within 24 hours of a rainfall
event of greater than 0.5" per 24 hour period. Corrective actions shall be performed as
soon as possible before the next storm event. Records must be kept on-site and available
for review during construction and must be maintained for 3 years and be available upon
request. A rain gauge must be installed at the site.
SEE GENERAL NOTES AND SYMBOLS (SHEET 0.3) FOR OTHER SYMBOLS NOT
IN THIS LEGEND
NOTE:
PROPOSED HAUL ROADS
SHOWN ARE POTENTIAL
ROUTES AND WILL NOT
BE CONSTRUCTED IF
NOT NEEDED.[x]TTTTTTTTTTTTLODLODLODLODLODLODLOD LOD LODLODLODLODLODLODLOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
L
O
D
LO
D
LO
D
LO
D
LO
D
LODLODL
O
D
L
O
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD
LOD
LOD LODLOD LODLODLODLODLODL
O
D
LO
D
LOD
LODLODLODLOD
LOD
LOD
LOD
LOD
LOD
LODLODLODLOD LOD LODLODLODLOD
LOD
LOD
LODLODLODLOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD LODLODLODL
O
D
LOD
[x]
X
X
XXXXXXXXX
XXXXXXXX
X
X
X
X
X
XX
XX
X
X X3.2
3.
1 3.33.4
3.5 3.6MOON LINDLEY ROADRE WRI
G
H
T

R
O
A
D
UT
1
UT2UT3
CECECECECECECECECECECE
CE
CE
CE
CE
CE
CE CEC
ECECECECE
CECECECEC
E
C
E
C
E
CE
CE
CECECECECECECECECE CECECE
CE CECECECECECECECECE
CECE
CE
CECECECE
CE CECECECECECECECECECECECECECECECECE
CE
CE
CE
CE
CE
CE
CE
CE
C
E
C
E
C
E
C
E CECECECECECECECECECEC
E CECECE CE CE CECECECECECECE
0'40'80'120'
(HORIZONTAL)SheetChecked By:Job Number:Drawn By:Project Engineer:312 W. Millbrook Road, Ste 225Raleigh, NC 27609Tel: [phone]Firm License No. F-0831Date:Revisions:PRELIMIN
ARY
DO NOTUSE FORCONSTRUCTIONF:\Projects\005-40045 Cane Creek\CADD\Bethel Branch Site\Plans\40045-BB-Erosion Control.dwgOctober 10, 2018Cane Creek Umbrella Mitigation Bank - Bethel BranchChatham County, North CarolinaErosion and Sediment Control005-40045JCKNMMGAT3.610.5.18NNOTE:
PROPOSED HAUL ROADS
SHOWN ARE POTENTIAL
ROUTES AND WILL NOT
BE CONSTRUCTED IF
NOT NEEDED.[x][x][x]TTTTTSAFSAFSAFLODLODLODLODLODLODLO
D
LO
D
LO
D
LO
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LODLOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LODLODLO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LODLODLODLODLODLODLODLODXXXXXXXXXXXXX
XXXX XXXXXXXXXXXXXXXXXXXXXCECECECECECECECECECECECECECECECECECECECECECECECECECECECE
CE
CE
CE
CECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECE
CE
CE
CE CECECECECECECECE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE CECE