Pages from 20230908 PCN and Plans.pdf

DWR
mvisinn of Ware.Resnurcps
Pre-Construction Notification (PCN) Form
For Nationwide Permits and Regional General Permits
(along with corresponding Water Quality Certifications)
April 13,2022 Ver 4.3
1a.Name of project:
Cambria
la.Who is the Primary Contact?
Kate Hefner
1b.Primary Contact Email: 1c.Primary Contact Phone:
[e-mail] [phone]
Site Coordinates
Latitude: Longitude:
35.648345 -78.570027
A. Processing Information
Pre-Filing Meeting Date Request was submitted on:
10/12/2022
Is this project connected with ARPA funding?*
Yes No
County(or Counties)where the project is located:
Wake
Nearest Body of Water
Is this a NCDMS Project*
Yes No
Is this project a public transportation project?
Yes No
1a.Type(s)of approval sought from the Corps:
Section 404 Permit(wetlands,streams and waters,Clean Water Act)
Section 10 Permit(navigable waters,tidal waters,Rivers and Harbors Act)
Has this PCN previously been submitted?*
Yes
No
1 b.What type(s)of permit(s)do you wish to seek authorization?
Nationwide Permit(NWP)
Regional General Permit(RGP)
Standard(IP)
1c.Has the NWP or GP number been verified by the Corps?
Yes No
Nationwide Permit(NWP)Number: 29-Residential Developments
Nationwide Permit(NWP)Number: 18-Minor Discharges
NWP Numbers(for multiple NWPS):
1d.Type(s)of approval sought from the DWR:
401 Water Quality Certification-Regular 401 Water Quality Certification-Express
Non-404 Jurisdictional General Permit Riparian Buffer Authorization
Individual 401 Water Quality Certification

le.Is this notification solely for the record because written approval is not required?
For the record only for DWR 401 Certification: Yes No
For the record only for Corps Permit: Yes No
1f.Is this an after-the-fact permit application?
Yes No
1g.Is payment into a mitigation bank or in-lieu fee program proposed for mitigation of impacts?
Yes No
1 h.Is the project located in any of NC's twenty coastal counties?
Yes No
1j.Is the project located in a designated trout watershed?
Yes No
B. Applicant Information
1d.Who is applying for the permit?
Owner Applicant(other than owner)
le.Is there an Agent/Consultant for this project?"
Yes No
2.Owner Information
2a.Name(s)on recorded deed:
Pulte Home Company LLC
2b.Deed book and page no.:
019267,01887;019267,01977;019267,01800;019267,01927;019267,01999;002238,00-E-,N/A
for PIN 1629716106
2c.Contact Person:
Chris Raughley
2d.Address
Street Address
0,2121,2421,and 2425 New Bethel Church Road
Address Line 2
City State I Province/Region
Garner NC
Postal/Zip Code Country
27529 USA
2e.Telephone Number: 2f.Fax Number:
[phone]
2g.Email Address:
[e-mail]
......... ......... .........
4.Agent/Consultant(if applicable)
4a.Name:
Kate Hefner
4b.Business Name:
Timmons Grup
4c.Address
Street Address
5410 Trinity Road
Address Line 2
Suite 102
City State/Province/Region
Raleigh NC
Postal/Zip Code Country
27607 USA
4d.Telephone Number: 4e.Fax Number:
[phone]
4f.Email Address:
[e-mail]

C. Project Information and Prior Project History
1.Project Information
1b.Subdivision name:
(if appropriate)
1c.Nearest municipality/town:
Garner
2.Project Identification
2a.Property Identification Number:
1629518996,1629715058,1629803590,
1629805447,1629806354,1629807999, 2b.Property size:
1629828615 131.2
2c.Project Address
Street Address
2121 New Bethel Church Road
Address Line 2
City State/Province/Region
Garner NC
Postal/Zip Code Country
27529 USA
3. Surface Waters
3a.Name of the nearest body of water to proposed project:
Swift Creek
3b.Water Resources Classification of nearest receiving water:
C;NSW
3d.Please provide the 12-digit HUC in which the project is located.
030202011004 Mahlers Creek-Swift Creek
3c. What river basin(s)is your project located in?*
Neuse
4. Project Description and History
4a.Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application:
The Cambria site is approximately 131.2 acres located off of New Bethel Church Road in Garner,North Carolina within Wake County.The site is comprised of mature mixed hardwood-
pine forests in the northern portion of the Site,early successional growth forests and old fields in the northeastern portion of the Site,silviculture areas in the southern portion of the Site,a
maintained electrical transmission line utility easement aligned east to west within the central portion of the Site,and multiple earthen roads.The site is bound by forested areas,
maintained grassy areas,and private residences to the north;by Interstate-40(1-40)and forested areas to the east;by New Bethel Church Road,forested areas,and private residences to
the south;and by Hebron Church Road and South Garner High School to the west.
The proposed residential development will consist of multi-family townhomes,single-family cluster homes,stormwater control measures,recreational areas,open space,parking lots,mail
kiosks,roadways,and utility improvements(i.e.public water supply and sanitary sewer alignment).A pump station is also being proposed on-site to handle wastewater.
A delineation of the project area was completed by Soil and Environmental Consultants(S&EC)in June 2021.The delineation was verified by David Bailey with the USACE on 10/19/2021
during a site visit and an informal jurisdictional determination(JD)concurrence was received for the project on 11/5/2021,with Action ID SAW-2021-01965.The buffers were verified by
Chris Smith with DWR on 12/07/2021,with NBRRO#21-312.Additionally,stream width measurements and NCSAM evaluations were completed by Timmons Group personnel on
10/27/2022 at impact locations.The evaluations are included in the permit application.
4b.Have Corps permits or DWR certifications been obtained for this project(including all prior phases)in the past?
Yes No Unknown
4f.List the total estimated acreage of all existing wetlands on the property:
1.9
4g.List the total estimated linear feet of all existing streams on the property:
7,561.6
4h.Explain the purpose of the proposed project:
The purpose of the project is to construct multi-family townhomes and single-family cluster homes,with community cohesion and the necessary amenities within Wake County.
4i.Describe the overall project in detail,including indirect impacts and the type of equipment to be used:*
The proposed project is a residential development that is located north of New Bethel Church Road and east of Hebron Church Road in Garner,North Carolina within Wake County.
The project will include multi-family townhomes,single-family cluster homes,and associated amenities,including stormwater control measures,recreational areas,open space,parking
lots,mail kiosks,roadways,and utility improvements(i.e.public water supply and sanitary sewer alignment).A pump station is also being proposed on-site to handle wastewater.
All work will be conducted in accordance with local,state,and federal regulations.Traditional equipment will be used consisting of front-end loaders,bulldozers,paving equipment,
graders,and earth movers.Stormwater control measures(SCMs)are required and will be used.

5. Jurisdictional Determinations
5a.Have the wetlands or streams been delineated on the property or proposed impact areas?
Yes No Unknown
Comments:
The Site was delineated by S&EC in June 2021.The delineation was verified by David Bailey with the
USACE on 10/19/2021,with Action ID SAW-2021-01965.The buffers were verified by Chris Smith
with DWR on 12/07/2021,with NBRRO#21-312.Stream width measurements and NCSAM
evaluations were completed at impact locations by Timmons Group on 10/27/2022.
5b.If the Corps made a jurisdictional determination,what type of determination was made?
Preliminary Approved Not Verified Unknown N/A
Corps AID Number:
SAW-2021-01965
5c.If 5a is yes,who delineated the jurisdictional areas?
Name(if known):
Agency/Consultant Company: S&EC
Other:
5d.List the dates of the Corp jurisdiction determination or State determination if a determination was made by the Corps or DWR
06/2021—Delineation completed by S&EC
10/19/2021—Delineation verified by David Bailey with the USACE;Action ID SAW-2021-01965.
11/5/2021—Informal JD concurrence received.
12/07/2021—Verified buffers were verified by Chris Smith with DWR;NBRRO#21-312.
10/27/2022—Stream width measurements and NCSAM evaluation completed by Timmons Group
6.Future Project Plans
6a.Is this a phased project?*
Yes No
Are any other NWP(s),regional general permit(s),or individual permits(s)used,or intended to be used,to authorize any part of the proposed project or related activity?
No other NWP(s),regional general permit(s),or individual permit(s)are intended to be used for development of the proposed project.All project impacts are being accounted for in this
permit application.
D. Proposed Impacts Inventory
1. Impacts Summary
la.Where are the impacts associated with your project?(check all that apply):
Wetlands Streams-tributaries 12 Buffers
Open Waters Pond Construction
2.Wetland Impacts
2a1 Reason*(?) 2b.Impact type*(?) 2c.Type of W.* 2d.W.name* 2e.Forested* 2f.Type of Jurisdicition" Impact
?) ��ag-
rea*
Impact 6 Pump Station Access P Headwater Forest WS Yes Both 0.013
Road (acres)
Impact 6 5'Construction Buffer T Headwater Forest W5 Yes Both 0.001
(acres)
Impact 6 Utility Construction, T Headwater Forest W5 Yes Both 0.006
permanent conversion to (acres)
PEM
Impact 6 Dissipation Pad P Headwater Forest W5 Yes Both 0.001
(acres)
Impact 8 Road Fill P Bottomland Hardwood Forest W10 Yes Both 0.152
(acres)
Impact 8 5'Construction Buffer T Bottomland Hardwood Forest W10 Yes Both 0.018
(acres)
Impact 9 5'Construction Buffer T Headwater Forest W9 Yes Both 0.003
(acres)
Impact 10 Grading P Headwater Forest W7 Yes Both 0.018
(acres)

Fff
T L
onstruction Buffer T Headwater Forest Yes Both JLO7.,
: �
2g.Total Temporary Wetland Impact 2g.Total Permanent Wetland Impact
0.035 0.184
2g.Total Wetland Impact
0.219
2e.Comments:
The difference in impact totals is due to rounding(see totals on Sheet CWI 2.0).The Cambria project is proposing a total of 0.183-ac.(7,984-sq.ft.)of
permanent wetland impacts,0.029-ac.(1,253-sq.ft.)of temporary wetland impacts,and 0.006-ac.(247-sq.ft.)of temporary impacts due to permanent
conversion from forested wetland to herbaceous.All wetland impacts have been minimized and avoided to the maximum extent practicable while still
allowing the project's goals to be achieved.
Wetland Impact 6(Sheet CWI-2.8)includes permanent and temporary wetland impacts,and a temporary impact resulting in permanent conversion to
palustrine emergent(PEM)wetlands.The permanent impact is required to construct an access road to a pump station that is needed to connect to
sanitary sewer onsite.An 18"reinforced pipe(RCP)culvert will be used to maintain a hydrologic connection between the wetlands on either side of the
access road.This construction will include a 5'construction buffer that will cause temporary wetland impacts.The utility construction will result in a
temporary impact from installation and permanent conversion from forested to PEM wetland.
Wetland Impact 8(Sheet CWI-2.10)includes permanent and temporary wetland impacts.The permanent impact is due to road fill that is required to
construct a road that will connect the proposed residential development to Hebron Church Road.The temporary impact is due to a 5'construction buffer
that is needed in order to construct the road.
Wetland Impact 9(Sheet CWI 2.11)is due to a 5'construction buffer that will result in temporary wetland impacts.This impact is necessary to construct
the SCM feature in the northwestern portion of the Site.
Wetland Impact 10(Sheet CWI 2.12)includes permanent and temporary wetland impacts associated with grading necessary to construct an SCM within
the central-southern portion of the site.
Due to their association with SCMs,both Impacts 9 and 10 are proposed to be permitted under NWP 18.The remaining wetland impacts are proposed
to be permitted under NWP 29.
All permanent wetland impacts will be mitigated at a 2:1 ratio and all permanent conversion to PEM impacts will be mitigated at a 1:1 ratio.
3. Stream Impacts
3a.Reason for impact"`(') 3b.lmpact type* 3c.Type of impact* 3d.S.name* 3e.Stream Type* 3f.Type of 3g.S.width* 3h.Impact
0 (?) Jurisdiction* length"
S7 1-Road Fill Permanent Fill Stream E Intermittent Both 82
Average(feet) Qinearfeet)
S2 1-5'Construction Buffer Temporary Other Stream E Intermittent Both 10
Average(feet) (linear feet)
S3 1-Dissipation Pad Permanent Rip Rap Fill Stream E Intermittent Both 30
Construction,no loss Average(feet) (linear feet)
S4 3A-Sanitary Sewer Temporary Other Stream E Intermittent Both 34
Construction Average(feet) (linearfeet)
SS 4-Greenway Construction Temporary Other Stream E Intermittent Both 17
Average(feet) pinearfeet)
S6
5-Road Fill Permanent Fill Stream B Perennial Both 10 105 Average(feet) (linearfeet)
g7 5-5'Construction Buffer Temporary Other Stream B Perennial Both 13
Average(feet) (linearfeet)
S8 5-Dissipation Pad Permanent Rip Rap Fill Stream B Perennial Both 18
Construction,no loss Average(feet) linearfeet)
S9 7-5'Construction Buffer Temporary Other Stream B Perennial Both
Average(feet) (linearfeet)
S10 12-Aerial Sewer Temporary Other Stream B Perennial Both 32
Construction Average(feet) Qinearfaet)
31.Total jurisdictional ditch impact in square feet:
0
31.Total permanent stream impacts: 31.Total temporary stream impacts:
235 111
31.Total stream and ditch impacts:
346

3j.Comments:
The Cambria project is proposing a total of 187-I.f.(0.035-ac.)of permanent,79-I.f.(0.010-ac.)of temporary,and 48-I.f.(0.007 ac.)of permanent no loss
stream impacts.All stream impacts have been minimized and avoided to the maximum extent practicable while still allowing the project's goals to be
achieved.
Stream Impact 1(Sheet CWI-2.1)includes permanent,temporary,and no loss impacts due to road construction.The Town of Garner is requiring the
proposed road to allow for multiple ingress/egress points for the residential development.Due to the number of proposed lots,surrounding development,
and anticipated traffic increases in the area overtime,it is imperative for emergency vehicles to be able to reach residents as quickly and directly as
possible.The permanent stream impact includes fill required to install the road and culvert.The culvert will be used to maintain the hydrologic
connection of the stream underneath the road.The no loss impact is due to the installation of a dissipation pad within the stream.The riprap dissipation
pad will be keyed into the streambed to allow for aquatic life movement and downstream connectivity and therefore will result in no loss to the
streambed.The temporary impact is due to a 5'construction buffer that will be needed in order to construct the road,but the areas will be restored to
pre-construction contours and elevations after the crossing construction and dissipation pad installation is complete.
Stream Impact 3A(Sheet CWI-2.4)and 4(Sheet CWI-2.5)are temporary impacts that are due to sanitary sewer construction and the construction of a
greenway.The sanitary sewer easement is necessary to connect to the pump station in the easternmost portion of the Site.The greenway impact
includes the construction of a wooden bridge over the stream which will only create temporary impacts and is required by the Town of Garner.
Stream Impact 5(Sheet CWI-2.6)includes permanent,temporary,and no loss impacts due to road construction.The permanent stream impact is to
connect the northern portion of the proposed residential development to the southern portion.The stream crossing will consist of a two 7'x 12'box
culverts placed at a 0.67%slope.Culvert 2A will be used to carry the stream and Culvert 213 will be installed at a higher elevation for high flow events.
The box culverts will be used to maintain the hydrologic connect of the stream underneath the road.The no loss impact is due to the installation of a
dissipation pad within the stream.The riprap dissipation pad will be keyed into the streambed and the stream culvert will be countersunk to allow for
aquatic life movement and downstream connectivity and therefore will result in no loss to the streambed.The temporary impact is due to a 5'
construction buffer that will be needed in order to construct the road,but the areas will be restored to pre-construction contours and elevations after the
crossing construction and dissipation pad installation is complete.
Stream Impact 7(Sheet CWI-2.9)includes a temporary stream impact that may result from widening Hebron Church Road.The road widening is
required by the Town of Garner.No culvert extension is required,and new pavement will be placed in the existing right-of-way(ROW)around the
stream.
Stream Impact 12(Sheet CWI-2.15)consists of temporary stream impact that may result from the installation of an aerial sewer line.Location of line was
based upon the needs of the proposed gravity sewer line to connect to an existing sewer line,and limited by site topography.
6. Buffer Impacts (for DWR)
6a.Project is in which protect basin(s)?
Check all that apply.
Neuse Tar-Pamlico
Catawba Randleman
Goose Creek Jordan Lake
Other
6b.Impact Type 6c.Per or Temp 6d.Stream name 6e.Buffer mitigation required? 6f.Zone 1 impact 6g.Zone 2 impact
1-Road Fill P Stream E No 4,407 3,219
1-5'Construction Buffer T Stream E No 1,026 455
1-Dissipation Pad Construction P Stream E No 319 0
2A-Sanitary Sewer Construction P Stream B No 52 3,393
2B-Dissipation Pad Construction P Stream B Yes 73 0
2B-Drainage Construction P Stream B Yes 368 0
-11
2B-Drainage Construction P Stream B No 0 405
2A-Manhole Installation P Stream B No 0 11 11
3B-Drainage Construction P Stream E No 0 402
3A-Sanitary Sewer Crossing P Stream E No 1,844 11 1,391
3A-Sanitary Sewer Construction P Stream E Yes 313 2,886
3B-Drainage Construction P Stream B Yes 240 0
3B-Dissipation Pad Construction P Stream B Yes 85 0
3A-Manhole Installation P Stream B No 0 11 129
4-Greenway Construction P Stream B No 251 252
4-Greenway Construction T Stream B No 904 301
5-Road Fill P 11 Stream B No 4,638 4,406
5-Dissipation Pad Construction P Stream B No 339 0
5-5'Construction Buffer T Stream B No 757 601
5-Drainage Construction P Stream B No 414 0

7-Road Widening P Stream B No 1,000 819
7-5'Construction Buffer T Stream B No 329 200
11—5'Construction Buffer T Stream E No 0 100
12—Aerial Sewer Construction P Stream B No 1,971 910
12—Aerial Pier Construction P Stream B No 236 88
6h.Total buffer impacts:
Zone 1 Zone 2
Total Temporary impacts: 3,016.00 1,657.00
...._..........
Zone 1 Zone 2
Total Permanent impacts: 16,550.00 18,311.00
Zone 1 Zone 2
Total combined buffer impacts: 19,566.00 19,968.00
6i.Comments:
A table summarizing buffer impacts according to the Neuse River buffer rules Table of Uses is included in Appendix C.The buffer impacts that require
mitigation will be at a 3:1 ratio since they are Zone 1 impacts in the Neuse River Basin.No Zone 2 impacts required mitigation.
Buffer Impact 7 is associated with the road widening of Hebron Church Road and it is required by the Town of Garner.The road widening will occur
within the existing ROW where vegetation is regularly mowed and will not require the removal of woody vegetation.Because the permanent impacts will
occur within the existing ROW,no mitigation is being proposed.
All buffer impacts have been minimized and avoided to the maximum extent practicable while still allowing the project's goals to be achieved.All
temporary impacts will be restored and revegetated following completion of the work per notes found on Sheets CWI-3.0 and 3.1.Reforestation will only
occur in temporary Zone 1 impacts where woody vegetation is cut.
E. Impact Justification and Mitigation
1.Avoidance and Minimization
1a.Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
Impacts to jurisdictional features have been avoided and minimized to the maximum extent practicable by incorporating resourceful site planning,
including utilization of the wetland/stream delineation to adjust the layout of the Site design to avoid and minimize impacts.The remaining impacts
proposed are necessary in order for the project's goals to be realized.
Multiple layouts were considered for this project with significant attempt to reduce impacts.Grading throughout the site for roads and SCMs has been
adjusted to minimize impacts to wetlands and streams to the greatest extent practicable.Headwalls are being proposed at Impacts 1 and 5 to reduce
stream and buffer impacts that would otherwise result from grading.The SCM dissipation pads will be placed outside of wetlands and streams to avoid
and minimize impacts.The impacts onsite have been designed to ensure hydrologic connection is maintained for streams and wetlands that are
impacted.
1 b.Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Proper sedimentation and erosion control methods will be utilized during all phases of construction and installation as described in accordance with the
requirements of the North Carolina Department of Environment and Natural Resources:Erosion Control Planning and Design Manual(May 2013)and
local codes.All work will take place during dry conditions and can be facilitated from high,non-jurisdictional,stable ground.The contractor shall install
silt fence,inlet protection,sediment traps,division ditches,temporary coffer dams,tree protection,and clearing only as necessary to install devices.All
erosion and sediment control measures will be checked for stability and operation following every runoff producing rainfall,but in no case less than once
every week.Any needed repairs will be made immediately to maintain all measures designed.An erosion control inspections report is required and will
be kept by the owner's representative.
Temporary seeding and permanent seeding plans are included to restore impacted areas.The project will meet all relative requirements of Best
Management Practices and Engineered Stormwater Control Structures as outlined through State and Local Stormwater Rules.Measures will be taken to
prevent oil,tar,trash,debris,and other pollutants from entering adjacent jurisdictional features.Any excess excavated materials not utilized as back fill
will be placed and contained within upland areas and permanently stabilized to prevent erosion into adjacent jurisdictional features.Therefore,
stockpiling of excavated material within jurisdictional waters of the U.S.will be strictly prohibited as part of the construction of this project.All project
construction activities initiated within jurisdictional waters of the U.S.will be carried to completion in an expeditious manner to minimize the period of
disturbance within jurisdictional waters.
2.Compensatory Mitigation for Impacts to Waters of the U.S.or Waters of the State
2a.Does the project require Compensatory Mitigation for impacts to Waters of the U.S.or Waters of the State?
Yes No
2c.If yes,mitigation is required by(check all that apply):
DWR Corps
2d.If yes,which mitigation option(s)will be used for this project?
Mitigation bank Payment to in-lieu fee program Permittee Responsible Mitigation

3. Complete if Using a Mitigation Bank
3a.Name of Mitigation Bank:
Falling Creek Umbrella Mitigation Bank-Falling Creek Mitigation Site/McClenny Acres II Mitigation
Site
3b.Credits Purchased/Requested(attach receipt and letter)
Type: Quantity:
Riparian wetland 0.38
Stream 374
Riparian buffer 3,723
3c.Comments
6. Buffer mitigation (State Regulated Riparian Buffer Rules)-required by DWR
6a.Will the project result in an impact within a protected riparian buffer that requires buffer mitigation?If yes,you must fill out this entire form-please contact DWR for more information.
Yes No
6b.If yes,then identify the square feet of impact.
6c.Reason for impact 6d.Total impact(square Multiplier ��6e.Required mitigation
feet) (square feet)
Zone 1 Dissipation Pad Construction,Drainage 1,241 3 3,723
Construction,and Sanitary Sewer Construction
(non-perpendicular)
Zone 2 N/A 0
6f.Total buffer mitigation required
3723
6g.If buffer mitigation is required,is payment to a mitigation bank or NC Division of Mitigation Services proposed?
Yes No
6j.Comments:
No Zone 2 impacts required mitigation.
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
1. Diffuse Flow Plan
la.Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
Yes No
What type of SCM are you providing?
Level Spreader
Vegetated Conveyance(lower SHWT)
Wetland Swale(higher SHWT)
Other SCM that removes minimum 30%nitrogen
Proposed project will not create concentrated stormwater flow through the buffer
2. Stormwater Management Plan
2a.Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?
Yes No
2b.Does this project meet the requirements for low density projects as defined in 15A NCAC 02H.1003(2)?
Yes No
2c.Does this project have a stormwater management plan(SMP)reviewed and approved under a state stormwater program or state-approved local government stormwater program?
Yes No
N/A-project disturbs<1 acre
2d.Which of the following stormwater management program(s)apply:
Local Government State

Local Government Stormwater Programs
Phase II NSW USMP Water Supply
Please identify which local government stormwater program you are using.
Wake County
Comments:
G. Supplementary Information
1. Environmental Documentation
la.Does the project involve an expenditure of public(federal/state/local)funds or the use of public(federal/state)land?
Yes No
2.Violations (DWR Requirement)
2a.Is the site in violation of DWR Water Quality Certification Rules(15A NCAC 2H.0500),Isolated Wetland Rules(15A NCAC 2H.1300),or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules(15A NCAC 2B.0200)?*
Yes No
3. Cumulative Impacts (DWR Requirement)
3a.Will this project result in additional development,which could impact nearby downstream water quality?
Yes No
3b.If you answered"no,"provide a short narrative description.
The proposed project is a single and complete project that will not result in additional impacts.All impacts associated with the project are accounted for
herein.
4. Sewage Disposal (DWR Requirement)
4a.Is sewage disposal required by DWR for this project?*
Yes No N/A
5. Endangered Species and Designated Critical Habitat(Corps Requirement)
5a.Will this project occur in or near an area with federally protected species or habitat?
Yes No
5b.Have you checked with the USFWS concerning Endangered Species Act impacts?
Yes No
5c.If yes,indicate the USFWS Field Office you have contacted.
Raleigh
5d.Is another Federal agency involved?*
Yes No Unknown
5e.Is this a DOT project located within Division's 1-8?
Yes No
5f.Will you cut any trees in order to conduct the work in waters of the U.S.?
Yes No
5g.Does this project involve bridge maintenance or removal?
Yes No
5h.Does this project involve the constructionlinstallation of a wind turbine(s)?*
Yes No
5i.Does this project involve(1)blasting,and/or(2)other percussive activities that will be conducted by machines,such as jackhammers,mechanized pile drivers,etc.?
Yes No

5j.What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?*
The U.S.Fish and Wildlife Service(USFWS)Information for Planning and Conservation(IPaC)tool and the North Carolina Natural Heritage Program
(NCNHP)database search were used to identify federally threatened and endangered species.The USFWS IPaC report dated August 4,2023 identified
four federally listed endangered species as potentially occurring in the vicinity of the Site including the red-cockaded woodpecker,Carolina madtom,
dwarf wedgemussel,and Michaux's sumac.The USFWS IPaC search also identified three federally listed threatened species as potentially occurring in
the vicinity of the Site including the Neuse River waterdog,Atlantic pigtoe,and yellow lance.The IPaC database further identified one proposed
endangered species,tricolored bat,and one candidate species for listing,the monarch butterfly,as potentially occurring within the project area.No
critical habitats were identified within the project area or a 1-mile radius.
A search of the NCNHP database on August 4,2023 did not identify occurrences of federally listed species or state-managed areas within the project
limits or a 1-mile radius.
Red-Cockaded Woodpecker(RCW)
The Site consists of mixed hardwood and pine forests with a majority of the forests comprised of 50%or more of hardwood trees,early successional
growth forests and silviculture areas less than 30 years old,a maintained utility line corridor,and earthen roads throughout the Site.No potentially
suitable roosting or foraging habitat for the RCW is located within the project area due to the lack of mature pine stands.Further,no occurrences of
RCW were noted on the NCNHP database search,and the project is not located within a designated RCW SLOPES Consultation Area.Therefore,we
anticipate no effect on the RCW as a result of this project.
Aquatic Species—Atlantic Pigtoe,Carolina Madtom,Dwarf Wedgemusel,Neuse River Waterdog,Yellow Lance
Because the protected aquatic species require streams with continuous,year-round flow,intermittent streams B3,D,E,K,M,and the intermittent section
of stream B would not provide suitable habitat.Perennial streams A,B,and B2 drain east towards an unnamed tributary of Swift Creek that flows nearly
3 miles before reaching Swift Creek.At the time of the field evaluation conducted by Timmons Group on October 27,2022,low flow conditions were
observed,and water was limited to the thalweg that was approximately 3 feet wide with an average of 6 inches of water.Also,evidence of algae,areas
of fine sediment coating the streambed,and murky brown tinge water in stagnant areas were observed,which are all indicative of low dissolved oxygen
concentrations.During the Pre-Application meeting for the project on January 19,2023,the USFWS noted the Site is located too far up in the watershed
for dwarf wedegemussel and Neuse River waterdog to be a concern.
The NCNHP did not identify any known occurrences within the project Site or within a 1-mile radius of the Site boundaries.
Due to the lack of suitable habitat at the proposed stream crossing,the fact that impacts to riparian buffers throughout the Site will be minimal and
limited to only what is necessary,the stream crossing being designed to maintain safe aquatic life passage through the crossing,and the utilization of
stringent sediment and erosion control measures as required,it is our opinion that the proposed project will have no effect on the Atlantic pigtoe,
Carolina madtom,dwarf wedgemussel,Neuse River waterdog,and yellow lance.
Michaux's Sumac
The majority of the Site consists of mixed hardwood and pine forests,early successional growth forests,old fields,silviculture areas,a maintained utility
line corridor,and earthen roads throughout the Site.Potential suitable habitat for Michaux's sumac is not located within most of the project area due to
the amount of shade from the closed canopy.The utility line corridor contains marginal potential suitable habitat,but because the area is regularly
maintained,it would not be conducive to the growth of Michaux's sumac.At the time of the field evaluation conducted by Timmons Group on October 27,
2022,the utility corridor lacked any vegetation greater than 6 inches in height and was primarily grass and other herbaceous vegetation.The old fields
contain marginal suitable habitat,but the vegetation is likely too dense and therefore would not be conducive to the growth of Michaux's sumac.The
NCNHP did not identify any known occurrences within the project Site or within a 1-mile radius of the Site boundaries.Therefore,due to the presence of
marginal potential suitable habitat and the unlikelihood that Michaux's sumac would be present,it is the opinion of Timmons that the proposed project
may affect,but is not likely to adversely affect Michaux's sumac.
Tricolored Bat
The Site does not contain caves or mines and is not proposing the removal of culverts.Due to the presence of hardwood and pine forests in the central
and southern portion of the Site and some large trees scattered in the in the northern portion of the site,suitable habitat is present for tricolored bat.No
occurrences of the species were observed during onsite investigations or documented in the NCNHP database report.Therefore,the proposed project is
not likely to jeopardize the continued existence of the tricolored bat.
Monarch Butterfly
The majority of the Site consists of mixed hardwood and pine forests,early successional growth forests,silviculture areas,a maintained utility line
corridor,and earthen roads throughout the Site.Suitable habitat for the monarch butterfly may be present along the edges of New Bethel Church Road
and Hebron Church Road,along the earthen roads throughout the Site and in the recently clearcut silviculture areas.However,the species'habitat is
ubiquitous throughout the state and able to support any potentially displaced individuals.The NCNHP did not identify any known occurrences within the
project Site or within a 1-mile radius of the Site boundaries.Therefore,it is our opinion that the proposed project will have no effect on the monarch
butterfly.
To avoid potential indirect impacts to T&E species,the below Erosion and Sediment Control stipulations will be followed:
-A double row of silt fence installed in areas within 50-ft of delineated streams and wetlands,to ensure that erosion is captured effectively.
-Inspect all vehicles for leaks immediately prior to entering the jurisdictional impact areas each day.Repair any leaks and clean construction vehicles
thoroughly to remove any residual dirt,mud,debris,grease,motor oil,hydraulic fluid,coolant,or other hazardous substances from construction vehicles.
-When not in use,materials and vehicles will be staged in upland areas outside of the 50-ft riparian buffer.
Minimize the size and number of access corridors for construction vehicles in jurisdictional water and riparian buffer impact areas.
-Restore all disturbed soils within jurisdictional impact areas to grade and provide temporary stabilization measures as necessary to prevent erosion
until the area can revegetate
-Outlets from silt fence and other construction erosion control devices will not discharge closer than 50 feet to the top of bank,except at road and utility
crossing locations where this is not feasible due topographic constraints.
Silt fence outlets for each row of silt fence should be offset to provide additional retention of water and sediment in the outer row.
-Inspections,repairs,cleaning,and/or servicing should be conducted either before the vehicle,equipment,or machinery is transported into the field or at
the work site.
-All drilling muds,wash-water runoff,and/or other harmful materials should be appropriately controlled to prevent entry into the waterbody,including the
riparian zone.
-Fuel and maintain vehicles or equipment and store potentially toxic substances(fuels,paints,solvents,lubricants,etc.)within a containment area in
uplands.
-Temporary and permanent stabilization measures should include only natural materials that are expected to degrade over time.
-Impacted areas will immediately be stabilized and revegetated.Per local requirements,all road rights-of-way must be replanted with sod turf grasses
for long-term maintenance.Utility and greenway rights-of-way will be maintained by the appropriate municipality.Portions of the site outside of rights-of-
way will be revegetated with native seed mixes.
6. Essential Fish Habitat(Corps Requirement)

6a.Will this project occur in or near an area designated as an Essential Fish Habitat?
Yes No
6b.What data sources did you use to determine whether your site would impact an Essential Fish Habitat?
NOAA Essential Fish Habitat Mapper
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a.Will this project occur in or near an area that the state,federal or tribal governments have designated as having historic or cultural preservation status?
Yes No
7b.What data sources did you use to determine whether your site would impact historic or archeological resources?
The State Historic Preservation Office(SHPO)conducted a review of the project area and provided a response on July 19,2021(ER-21-1439)stating
"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 Review of Historic Resources and Protected Species memorandum prepared by Freehling&Robertson,Inc.
(dated July 19,2021)with SHPO's response is included in Appendix F.
A search of the North Carolina Natural Heritage Preservation Office's(HPO)online database and the North Carolina Department of Environmental and
Natural Resources(DENR)Division of Historical Resources(DHR)data identified 25 historical resources as occurring within a 1-mile radius of the
proposed project limits.No historical resources were identified within the project area,but one listing,the Meadowbrook Country Club(WA5104),is
directly adjacent to the northern boundary of the Site.The listings identified within the specified search radius include one National Register Individual
Listing(NR)with an NR boundary,one Study List Individual Entry(SL),one Determined Eligible(DOE),two Surveyed Only,Gone(SD)and 20 Surveyed
Only(SO)sites.
The NR listing,Meadowbrook Country Club,was an African American golf course and country club from 1961 to 1970 and it was listed in the National
Registry in 2009.The golf course will be buffered from the proposed residential development by 0.2-miles of forested area.Additionally,the proposed
residential development will not be changing the surrounding land use since the Meadowbrook Country Club listing is adjacent to other residential
developments in the north.The SL listing,John Johns Farm(WA0331),is approximately 0.39-miles from the proposed project limits.The DOE listing,
Yeargan House(WA0328),was listed in 2014 and it is approximately 0.81-miles from the proposed residential development.
Considering the proposed project's consistency with the surrounding land use,along with all proposed work being limited to the project area,the project
area's distance from all listings,and existing land use between the site and listings,the proposed project should have no effect on historical resources.
8. Flood Zone Designation (Corps Requirement)
8a.Will this project occur in a FEMA-designated 100-year floodplain?
Yes No
8c.What source(s)did you use to make the floodplain determination?*
According to FEMA FIRM panel 3720162900K(effective 07/19/2022),the Site is located within Zone X,an area of minimal flood hazard.
Miscellaneous
Please use the space below to attach all required documentation or any additional information you feel is helpful for application review.Documents should be combined into one file when
possible,with a Cover Letter,Table of Contents,and a Cover Sheet for each Section preferred.
Click the upload button or drag and drop files here to attach document
2023.09.08_Cambria ePCN Appendices(reduced).pdf 17.43MB
File must be PDF or KMZ
Comments
Signature
By checking the box and signing below, I certify that:
• The project proponent hereby certifies that all information contained herein is true,accurate,and complete to the best of my knowledge and belief';and
• The project proponent hereby requests that the certifying authority review and take action on this CWA 401 certification request within the applicable reasonable period of time.
• I have given true,accurate,and complete information on this form;
• I agree that submission of this PCN form is a"transaction"subject to Chapter 66,Article 40 of the INC General Statutes(the"Uniform Electronic Transactions Act");
• I agree to conduct this transaction by electronic means pursuant to Chapter 66,Article 40 of the INC General Statutes(the"Uniform Electronic Transactions Act");
• I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature;AND
• I intend to electronically sign and submit the PCN form.
Full Name:*
Kate Hefner
Signature ��//
`Y
Date
9/8/2023

DocuSign Envelope ID:4540E125-6D5F-4F39-9C91-E9QA558E44C2
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Wetland Sketch Map
New Bethel Road Assemblage
Garner, NC
Project No.
14787.W1
Project Mgr.:
SB
Scale:
1" = 250'
10/29/2021
0 500 1,000250
Feet
Aerials from NC One Map
Source:
μ

Detailed Delineation of Waters of the US
Suitable for Preliminary Planning Only

S&EC reserves the right to modify this map based on more fieldwork,
and any other additional information. Approximations were mapped using
topographic maps, air photos and ground truthing. If the site is going
to be disturbed, S&EC’s detailed delineation should be approved and
permitted by the U.S. Army Corps of Engineers as required. If the user of
this work desires an accurate map of the regulated features flagged by
S&EC, they should retain a NC Registered Professional Land Surveyor to
locate S&EC’s flagging.
Legend
Evaluation Area
Potentially Jurisdictional Perennial Stream
Potentially Jurisdictional Intermittent Stream
Potentially Jurisdictional Linear Wetland
Potentially Jurisdictional Wetland
Potential 50' Neuse River Riparian Buffer
2' Wake County Contours
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0
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Sheet List Table
Sheet Number Sheet Title o
CWI-0.0 COVER SHEET o DATE
0812812023
CWI-1.0 EXISTING CONDITIONS DRAWN BY
331
CWI-2.0 OVERALL ENVIRONMENTAL IMPACTS • 1E1111EDBY
331
CWI-2.01 ENVIRONMENTAL IMPACTS TABLE •� CHECKEDeY
110
JAD CWI-2.1 ENVIRONMENTAL IMPACT 1 SCALE
o CWI-2.2 ENVIRONMENTAL IMPACT 1 PROFILES • Nrs
r CWI-2.3 ENVIRONMENTAL IMPACT 2 •
p CWI-2.4 ENVIRONMENTAL IMPACT 3 •
m CWI-2.5 ENVIRONMENTAL IMPACT 3 PROFILES
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CWI-2.6 ENVIRONMENTAL IMPACT 4 _
& �eweFre S'I CWI-2.7 ENVIRONMENTAL IMPACT 5
CH"RC O 3
CWI-2.8 ENVIRONMENTAL IMPACT 5 PROFILE
CWI-2.9 ENVIRONMENTAL IMPACT 6 z
/ r ' CWI-2.10 ENVIRONMENTAL IMPACT 7 u -
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CWI-2.11 ENVIRONMENTAL IMPACT 8
CWI-2.12 ENVIRONMENTAL IMPACT 9 m Z
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CWI-2.13 ENVIRONMENTAL IMPACT 10 Q w w 9a
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CWI-2.14 ENVIRONMENTAL IMPACT 11
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NOTES: \\ \vl}ii�¢}t(►}„; �/f � `� -�i `jht E
1. BOUNDARY TAKEN FROM SURVEY BY TIMMONS GROUP
DATED JANUARY 29, 2021. r
2. TOPOGRAPHIC INFORMATION TAKEN FROM WAKE /"" �� f \ �•• ����
COUNTY GIS AND TOPOGRAPHIC SURVEY BY TIMMONS
GROUP DATE JANUARY 21, 2021.
ti iZ /sq c r1' ( .r 3Q
EXISTING FORCE MAI a
N. �� !o „ �� a �a
3. THIS SUBJECT PROPERTY LIES IN ZONE 3200, PER FEMA 111 _ ��� \ tit �= �,/ , /1 1 f •a —�� o°` o
it \ �\1 r Il ! ` ,
FIRM PANEL 3720162900K. EFFECTIVE DATE JULY 19, I�t 'sue ` \ 5 �� �— z l\
2022. s ti �tt�1 wv -. �� A \ vv <rd� 1 �v �� ' YI /r� I`I w
I7\Q ��\
" \ ; ,, ��
4. WETLAND DELINEATION BY S&EC DATED JUNE 11, 2021 t ly}> y
AND REVIEWED BY USACE OCTOBER 19, 2021 , Fu
j ) 5� �` �`�' i �5) e°�')ti)\ttL" L ~• {�rJ /ar/ i�}}t}1 11' l!
(SAW-2021-01965)AND CONFIRMED VIA EMAIL NOVEMBER ;WIN ROAD S.R.
5, 2021. RIPARIAN BUFFERS CONFIRMED BY NCDWR lf
r.. t� \ /ram �ti — 60'PUBLICRNV IU/ fl�irtl I; 4
DECEMBER 7, 2021 (NBRRO #21-312). � \ // ^ $E do
5. STREAM WIDTH MEASUREMENTS AT IMPACT LOCATIONS Fox
COLLECTED BY TIMMONS GROUP ON 10/27/2022. �' �� �i/ /'� 1 '�/I m a
N y //� ^'L iiil�ts ./ lt� ��� SITE BOUNDARY'
6. WETLAND LIMITS TAKEN FROM SURVEY COMPLETED BY3 \p •a^ "` / �° to• �` .� .`;
MSS LAND CONSULTANTS, DATED JUNE 12, 2023. } iz \dr ` �� � r^ w�Zc `�� a
10
/ J 44.. a "\ l r• llti?1� tM\t �^h
/U a ,`\l°�' {+, r �y\\ v fl( �F Y\l'�ti fit~° ,� (� �\ J(f,�r rv �. a l 44 a; �1 11II DATE
O o �• 4Z -.���l „L \� I 4 d �• .�.l.N �J t `�i �I 1 `y 0812812023
SITE DATA �• .m l' 1 \ ` �~ r J r l�
W lJ ZZ `•' ` \\ / /y-,Y 'l\ \`�•\ J' h•Jal f / fYs •t Mf.l � Ii/�� DRAWN BV
\\ t o ^�: 331
TOTAL AREA: 131.15 AC (5,712,894 SF) \ 4` �s �~ EXISTING STREAM AND ,�•��,' r '�`• 17, 1DESIGNED BY
<«��
TOTAL IMPERVIOUS: 61.33 AC /46.8% a'\t —\M � s . _ 'V � ? . K.� , „ 50'NEUSE RIPARIAN BUFFER' !lu � ti� } � y M� 1ttll� t/ •� 33
TOTAL WETLANDS: 1.9 AC 81,643.31 SF \!G� a1 L1 �� EXISTING WEPIMATLAND ';�.1ti i� `,. •
{,� _ _ 1 J CHECKED BY
TOTAL STREAMS: 7,561.6 LF vC\t \>>\ \\ ,\\\l ti`\ r {'\ y,, �` ✓`` �i• / '' I u •
t �' �Y •'1 %•\. 1r J„t P ' '' �� °}t `M.+S' .i �: tIi /n f • • SCALE
`3 .q EXISTING STREAM a� t • —500'
ri j� s/r��3/.4 Rom\+� A-�-A ,.. ��,e'�`� .� '��' , J •
LEGEND 5� ,EXISTING 50'PIPELINE EASEMENT — "=
�F \ \\ ��.�•+lY'ice \ +fit. i 4 ti S,'/ 1• ��
■ ■ SITE BOUNDARY �\ v��`
-------- w \ 'ail T t ..\ C •�
EXISTING CONTOUR I� \\ \\�\ �� � y`• )2il) �� a L —
PROPOSED DRAINAGE EASEMENT \��\\ �� 1�t rr°fr.(r��y"or� � ell
EXISTING STREAM ��ti �� i _ vie
r __ y,
EXISTING WETLANDS l� \� rf� t \�\1} / �, 1C1 = l lit i I EXISTING DIRT
pc -ti�tl-�.�� � "ROAD
NEUSE RIPARIAN BUFFER ZONE 1 I °9 — ` f 5 ti <�1 `) • �- -
�e29 ' • r^N�Ze 1� t �°�F` A�? TO BE REMOVED' `' O
NEUSE RIPARIAN BUFFER ZONE 2 � `� )\i }Ili %' ;.^�'�%��'e !-�" I. —) Jyy/ ft J. to
SITE BOUNDARY tr t n� =�.{4, i�+,t�/ft t ( �Y/�! z
--�FM--- EXISTING FORCEMAIN ti � �12 ti 11 �i%'
O/
EXISTING DIRT ` -r' Q
ROAD *X*\\\�4
TO BE REMOVED : �~ ���cyL 4 Jf _\` \ , �A' ! \t��w)��jp 1Fsp /
ye'9Rp'9^N,y,V ti'�``+,orb R�ti 1. \\ u10.� 11f•• 4 _/I f/V �l m 0
o e�F�ql- 'C�. _ <7�'qq��•4pq V J E'q'1' �' a z 6
I I I '9RFq'2y�c ss� ` R��O \2 0 - •� \Z ~v01 I (r; ` U ,
ss 1M� a �r UC7 3
EXISTING BUILDING
o TO BE REMOVED l •f I (N a w r�
H I I U Eo
V• l.. ` e.`- •r� rc
Z — O �a
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SCALE 1"=500' 3
NOR
0 500' 1000,
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"iv
IMPACT 7 CWI-2.10
IMPACT 8 CWI-2.1 I b +�\` f try\\r` ,��° ',fi%, li\UiItW1 \ C!! ` i 114
/ (/ 1 �• .\ - L f x -. 1�1,�,ti`�'� I l},L\\ ~ 1 r i• - 1 pI qII K DATE
a a i��,�• � ��: :��� �-���,,,,� � � r.��� �F �`1 r\�\�`'%�• � t)�� -� 0
812812023
'f Otto \ v 21 -
CJ t �-•``� -�� �� '��- ��J- DRAWN BY
b� / a
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'� Y i,. RY �r^'^F�� ,\\ 1R.A31r "ll�•�•"�.�f �Ip / l / DESIGNED BY
Q•\ �� — IMPACT 4 CWI 2.6 �;�„ •� 331
�. '�•. f�1 �
�APACT 12 CWI-2.15 • CHECKED BY
/r � �\ `lis),. ;,, ` f � ''"� �•,..\� � ., � '
IMPACT 9 CWI-2..12 I t'f1 Mvz
CWI-2.4
r
1 IMPACT 10 CWI-2.13 ~ '�`- r �'� — , j • • SCALE
�rf� ` »I�
LEGEND V. ,.��.a �:ts�r • 1„_500'
r 2 `I
� ■ ■ � SITE BOUNDARY
)� V A -
__ ) ( \ r IMPACT 2 CWI-2.3 -
EXISTING CONTOUR 1 r - IF \ \ ^ „ . ,
PROPOSED CONTOUR J, /r i' 1ff`j^\\\�\\��� \ = ; �`�5\. ,� J�I"+ ,1 PACT 5CWl-2.7 •
\i \\\�\ tl lJ
PROPOSED DRAINAGE EASEMENT
EXISTING STREAM -
EXISTING WETLANDS
NEUSE RIPARIAN BUFFER ZONE 1 �1' IMPACT 6 CWI-2.9
NEUSE RIPARIAN BUFFER ZONE 2
--�FM--- EXISTING FORCEMAIN ^ _ •M , .1 .�
�SAN PROPOSED SEWER `'+� =-= IMPACT 1 CWI-2.1 O a
\1 l 1'/�I Q
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PERMANENT WETLAND - GREEN v� 'ol �\ Il j < w Es
TEMPORARY WETLAND - MAGENTA00
\• v i o
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SF AC 5F AC SF AC LF SF AC LF SF AC JSF AC SE I AC 5F AC SF AC 5= AC n X
1 C W�2.1 ROAD FILL - - - - - 82 450 010 0. 3 - - - - - I - - - - s d a
c LL O
1 CWI-2.1 ROAD FILL - - - - - - 3sz19- - 0.0739 - -1 CWI-2.1 ROAM FILL - - - - - - - 4,4a7 I U.10-U
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1 CWI-2.1 SCONSIRLri ONBUET£R - - - - - - - - - - - - - - - - - - - - 455 O.0104 0 o
1 CW121 51COHSTRUCTIONBUFFER - - - - - - - - - SD 36 CL0008 - - - - - - - - - - �"° o
1 CWI-2.1 SCONSIRUsCT11ONBUFFER - - - - - - - - - - - - - - - - - 1,mfi MW36
1 CWI-2.1 DISSIPATION PAD'CONSTRUCTION - - - - - - - - - - - 30 149 0AC94 -
1 CWI-2.1 MSSIPATION PAD CONSTRUCTION - - - - - - - - - - - - - - - 319 0_@73 - - - - -
2A CWI-2-3 SANITARY SEWER CONSTRUCTION - - - - - - - - - - - - - - 52 OX012 - - - -
28 CWI-2.3 DISSIPATION PAD'CONSTRUCTION - - - - - - - - - - - - - - 73 0.0317 - - - - - E.
2B CWI-2.3 DRAINAGECONSTRUCRON - - - - - - - - - - - - - - - 368 Q_In94 - - - - -
x
28 CWF2.3 DI[hINACEtflN51RUCTION - - - - - - - - - - - - - - - - - - - 405 4.003
2A CWI-2.3 MAN HOLE IH6iALLAT10N - - - - - - - - - - - - - - - - - - - 11 QODD3
2A C3VI-2.3 SANITARY S"WRCONSFRUCRON - - - - - - - - - - - - - - - - - - - 3,393 0J 79
3A CWI-2.4 SANITARY SEWER STREAM CROSSING - - - - - - - 34 149 COD32 - - - - - - - - o �
34 CWI-2.4 SANITARY SEWER STREAM CROSSING - - - - - - - - - - - - - - - LEM 0.0423 - - - -
14
� DATE
3AI CWI-2A SANITARYSEW1ERCONSTRUCTION - - - - - - - - - 313 D_ODTI - - 0812812023
3A CWI-2.4 MMM04-EIRSTALLATION - - - - - - - - - - - - - - - - - 129 0.0030 -
DRAWN BY
3A, CWI-2.4 SANITARY SEWER SEREAM CROSS NG _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 14391 0.0319 - - 331
3A CWI-2.4 SANITARYSEWERCONSTRUCTION - - - - - - - - - - - - - - - -
_ 0.0663
-
DESIGNED BY
39 CWI-2.4 DRAMAGECONSTRUCTION - - - - - - - - - - - - - - - 402 0.0092 - •• 331
36 GWI-2.4 DHAIMAGEC-DNS"LJC (3N - - - - - - - - - - - - - - - 240 0_0355 - - - - •
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36 CWI-2.4 DISSIPATION PAD CONSTRUCTION - - - - - - - - - 85 0.0020
4 CWI-2_6 GFIEENWlAYCONSTRUCRICN - - - - - - - - 17 103 0.0D24 - - - - - - - • •
4 CWI2.6 GREENWAYtONS RUQ7CHf - - - - - - - - - - - - - - - 251 Q_0058 SCALE
- - - - -
4 CWI-2-6 GLEENWAYCONSTRUC"IC" _ _ _ _ _ _ _ _ _ I _ _ _ _ 7904 0.0m _ _ _ NTS
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4 CWI-2.6 (iREENWfAYOONSTRUC"Off - - - - - - - - - I - - - - - 252 D.0058 -
4 CWI-2.6 GREENWrAYCONSTRUCT1CNf - - - - - - - - - - - 3GI A0055 •
5 CWI-2.7 ROAD FILL - - - - 1G5 %078 0.0247 - -
5 CWI-2.7 SCflNSFRUCTIONBUIWER - - - - - - 13 110 CLOO25 - - - - - -
5 CWI-2.7 DI59PATION PADCONS€RUCTTON - - - - - - - - - i8 - -I lfil 0.0037 - -
5 CWI-2.7 ROAD R LL - - - - I - I - - - - - - - 4,4538I 0-1065 -
5 CWI-2.7 DISSIPATION PADCONSIRUCTTON - - - - - - - - - - 339 I 0_I078 - - -
5 CWI-2-7 5CONSTRUCTJQNBUFHR - - - - - - - - - 757 0.0174 -
5 CWI-2.7 DRAINALGE CONSTRUCTION - - - - - - - - - - - - - 414 j 0.03 5 - - - -
5 CWI-2_7 fon"FILL - - - - - - - - - - - - - - - 4,406 U.1011 - O
5 CWI-2.7 SCflNSFRLrCnC 4BUFFER - - - - - - - - - - - - - - - 501 00138 a r
6 CWI-2.9 44JW STATION CCNISTRUCTICNI 553 0.0127 - - - - - - - - - - - I - - - Z w "
6 CWI.2-4 SCONSIR9-FCTlOdISUFFF11 25 0.0006 - - - - - - - - - - - - � a
6 CWI-2.9 UTILITYCOICS{RU"Cff - - - - 247 G.0357 - - - - - - - - - - - - - U <
6 CWI-2.9 DISSIPATION PAD CONSTRUCTION 50 ♦1.0011 - - - - - - - - - - - Q I N
7 CWI-2.10 YCEIWSTRUCIC&BUMR - - - - - - - 5 29 CLOW7 - - - - - Z U
7 CWI-2.10 ROADWIDENING - - - - - - - - - - - - - - 1,CGD 0_02W
7 CWI-2.10 SCONSTRUU RONBUFFER - - - - - - 323 0.0076 - - -WI z d
7 C -210 RCIODWfIDENIHG - - - - - - - - - - - - - - 919 0.0189 - _ < o
7 CWI-210 SCONSTRU TIONBUFFER - - - - - - - - - - - - - - - - - - - 213D CLCEM6 1e J 'o
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S CWI-211 ROAD FILL 6599 EL1515 ��
$ CWI-211 SCONSTRUCf10NBUFFER 780 OA174 - - - - - - - - - - - o
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9 CWI-2-12 SCONSIFRUCiIONBUFFER - - 129 R0030 - - - - - - - - - - - - - a � E
]li CWI-213 GRATING 782 ELG180 - - - - - - - - - - - - - - - - - - - Z
14 CW1-213 SCONSFRUCTIONBUFFER - - 319 0.0073 - - - - - - - - I - - - - - - O &
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12 CWI-2.15 AERIAL SEWER CONSTRUCTION - - - - - - - - - 32 1% 01044 - I - - - - - - - - W m
12 CWI-2,15 A€RIALSEWER CONSTRUCTION - - - - - - - - - - I - - 1,971 0_U452 - - I - - - � -�
12 CWI-215 AERIAL PIER CONSTRUCTION - - - - - - - - - - I - - 236 0.0054 - - I - - o
12 CWI 2 iS AERl1hL5E44ER CONSTRUCTION - - - - - - - - - - - - - - - - - - 910 I 11.0209 - „s
U CWI-2.15 AERIAL PIER CONSTRUCnON - - - - - - - - - I - - - - - 88 I 0.0020 - v
TOTALS_ 7,9N 0.1833 2,253 0.0268 247 0_0057 197 1528 0.03S1 111 606 00139 48 310 0.0071 16yS51 0.3800 A,MG I10692 IS311 I 0.4204 1557 CL03M ao
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SHEET NO. _
CWI-2.01 '3
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PERMANENT 20'ZONE 2 BUFFER IMPACT 1 Z
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290 290 3,219 SF,0.0739 AC
PERMANENT STREAM IMPACT 1
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SqNDATE
12"WATERLINE TEMPORARY 30'ZONE 1 / \ IIII //// y►� 0812812023
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265 265
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313 SF,0.0072 AC
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PERMANENT 20' ZONE 2 NEUSE RIPARIAN BUFFER- CYAN JOB NO.
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�SAN PROPOSED SEWER PERMANENT 30 ZONE 1 NEUSE RIPARIAN BUFFER- ORANGE
SHEET NO.
CWI-2.4 F E

280 280 g
MH 101 (5)
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260 I 260 DESIGN 16N
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255 78 LF Li 255 •
83 LF 75 LF g" RJ DIP 8" RJ DIP 16" STEEL
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N N N N TEMPORARY 20'ZONE 2 BUFFER IMPACT 4
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301 SF,0.0069 AC
9+50 10+00 11+00 12+00 TEMPORARY 30'ZONE 1 BUFFER IMPACT 4
M PACT 4 GREEN WAY PROFILE FOR 5'PAVED GREENWAY CONSTRUCTION O
879 SF,0.0202 AC ENVIRONMENTAL IMPACT 3
HORIZ SCALE: 1"=50' SEE SHEET CWI-2.4 z
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JOB NO.
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PROPOSED SEWER SHEET NO.
CWI-2.6 F E

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757 SF,0.0174 AC HEADWALL
PERMANENT 30'ZONE 1 IMPACT 5
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414 SF,0.0095 AC I
/ (�/•�, Ir. rI•,lA. �� r
TEMPORARY STREAM IMPACT 5 :��a •ii•I%/ •�� r I lr•/�l /� _ a
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PERMANENT 20'ZONE 2 IMPACT 5 v � 'r �1 ,i Ifk _ 331
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CO i it / ! CULVERT 213 18 LF, 161 SF,0.0037 AC
TEMPORARY 20'ZONE 2 IMPACT 5
SCALE 1"=50' FOR 5'CONSTRUCTION BUFFER
601 SF,0.0138 AC / PERMANENT STREAM IMPACT 5 a
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Call before you dig. NEUSE RIPARIAN BUFFER ZONE 2 47065 _
--�FM--- EXISTING FORCEMAIN SHEETN0.
BAN PROPOSED SEWER CwI-2.7 F.E

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DATE
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DB 6
@ Call before you dig. � 47065 _
VERT SCALE: 1"=5 S„EETN°.
CWI-2.8 F E

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PERMANENT CONVERSION TO PEM WETLAND IMPACT 6 0
FOR UTILITY CONSTRUCTION E
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--
PERMANENT 30'ZONE 1 NEUSE RIPARIAN BUFFER- ORANGE
TEMPORARY 20'ZONE 2 NEUSE RIPARIAN BUFFER - PINK _
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@ Call before you dig. ® � 47065 �_
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6,599 SF,0.1515 AC \ \ z
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SITE BOUNDARY
EXISTING CONTOUR � J
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PROPOSED DRAINAGE EASEMENT u 2.
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CONSTRUCTION BUFFER �y DATE
319 SF,0.0073AC 0
8/28/2023
/ / / / / ' / / DRAWN BY
331
/ I / / / / / I / / / • DESIGNED BY
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PERMANENT WETLAND IMPACT 10 \
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SHEET NO. _
CWI-2.14 H
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275 275
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88 SF,0.0020 AC
265 I J 265
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910 SF,0.0209 AC 236 SF,0.0054 AC / DATE
0 0812812023
20'TYP.
DRAWN BY
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\ ` 14'1"T
• DESIGNED BV
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FOR AERIAL SEWER CONSTRUCTION FOR AERIAL SEWER CONSTRUCTION IMPACT 12 PROFILE 5 W a
32 LF, 190 SF,0.0044 AC 1,971 SF,0.0452 AC Df Z
HORIZ SCALE: 1"=50' O
VERT SCALE: 1"=5 a
LEGEND z 21
0 z "_
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■ ■ SITE BOUNDARY
EXISTING CONTOUR
PROPOSED CONTOUR 0
0 50 03
PROPOSED DRAINAGE EASEMENT --
EXISTING STREAM IMPACT LEGEND PROFILE SCALE
EXISTING WETLANDS
NEUSE RIPARIAN BUFFER ZONE 1 ® TEMPORARY STREAM - BLUE —
Know whattbelow. PERMANENT 20' ZONE 2 NEUSE RIPARIAN BUFFER- CYAN
NEUSE RIPARIAN BUFFER ZONE 2 JOB NO. -
Callbeforeyoudig. _—�FM—— EXISTING FORCEMAIN PERMANENT 30'ZONE 1 NEUSE RIPARIAN BUFFER- ORANGE 47065
PROPOSED SEWER SHEET NO.
_
CWI-2.15 IS

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Date: Page: u
o�
NON-INVASIVE PERMANENT SEEDING C.
RECOMMENDATIONS FOR FAL U.9
NON-INVASIVE PERMANENT SEEDING RECOMMENDATIONS PUMP ZONE Ec ?3
FOR LATE WINTER AND EARLY SPRING NON-INVASIVE PERMANENT SEEDING SEEDING MIXTURE a m 3
SEEDING MIXTURE RECOMMENDATIONS FOR SUMMER Species Rate w W"a
DISCHARGE MTH STABLE OUTLET U K N
Hard Fescue 15 Ibs/acre (NOTE 3)OR ON BEDROCK ACTIVE WORK ZONE
OLE
Species Rate SEEDING MD(TURE ZSo MAX SUMP
M OOL w 0 N
Centipede 5 Ibs/acre Species Rate Switchgrass Grass
ss 2.5-3.5 I ore* e* ROCK SILT SCREEN a m
Indian Grass 5-7 Ibs/acre*
Indian Woodoats 1.5-2.5 Ibs/acre* Indian Woodoats 1.5-2.5 Ibs/ac re* Big Bluestem 5 7 Ibs/acre*
Virginia Wild Rye 4-6 Ibs/acre* Virginia Wild Rye 4-6 Ibs/acre* Indian Woodoats 1.5-2.5 Ibs/acre* S�EPM s LL Z
Virginia Wild Rye 4-6 lbs/acre* INTAKE HOSE N N
*Depending upon mix with other species.See table 6.11.d *Depending upon mix with other species. 0 wEC
>„
from Chapter 6 of the NC Erosion and Sediment Control See table 6.11.d from Chapter 6 of the NC *Depending upon mix with other species.See table 6.11.d from ~ H_. Ln
Planning and Design Manual. Erosion and Sediment Control Planning \
Chapter 6 of the NC Erosion and Sediment Control Planning and N m Z
and Design Manual. Design Manual. o
Seeding Dates I 1 / F w
Coastal or Eastern Piedmont for Centipede-Sept.1-May 1 Seeding Dates Seeding Dates
Coastal and Piedmont for Indian Woodoats and Virginia Mountains-July 15-Aug 15 DISCHARGE
Mountains-Hard Fescue- Aug 1-June 1 HOSE
Piedmont and Coastal-Switchgrass,Indian Grass,Big Bluestem-
Wild Rye-Feb 15-April 1 Piedmont-Aug 15-Oct 15 Mountains-Switchgrass,Indian Grass,Big Bluestein--Dec 1-April 15 DEWATERING FLOW
Mountains for Indian Woodoats and Virginia Wild Rye- AS°EEI)ED PUMP
March 1-May 15 Maintenance:
Dec 1-April 1 RAW P ON PUMP EE
Indian Woodoats and Virginia Wild Rye SPECIAL ROCK
PAD BASN RAW PUMP
g y Coastal-Indian Woodoats and Virginia Wild Rye-Sept 1-Nov 1 WITH Root PAD BASE FLOW o
Maintenance: are both sun and shade tolerant. i
Significant maintenance may be required to obtain desired Maintenance: NOffS
cover once centipede is planted.Acceptable for sodding. Hard Fescue is not recommended for slopes>5%.Prefers shade. uN°AMrr AREA ro BE sraeluzED ar THE END of EACH WORK w
SEED BED PREPARATION: 2. ROCK SILT SCREENS REWIRED FOR PUMP AROUND V
] OPERATIONS ARE CONSIDERED INCIDENTAL TO PUMPING a G
Apply g P (acidity) g g 2 J. STABLE OUTLET TO CONSIST OF ROCK PLACED/N CHANNEL o
LIMING-A I lime according to soil lest recommendations.If the H acid' of the soil is not known,an application of round agricultural limestone at the rate of 1 to 1 2 tons/acre on coarse-textured FOR ENERGY DISSIPATION AND 45'ELBOW INSTALLATION AT
soils and 2-3 tons/acre on fine-textured soils is usually sufficient.Apply limestone uniformly and incorporate into the top 4-6 inches of soil.Soils with a pH of 6 or higher need not be limed. TIE END OF THE PIPING SO THAT THE WATER DISCHARGES
FERTILIZER-Base application rates on soil tests.When these are not possible,apply a 10-10-10 grade fertilizer at 700-1,000 lb/acre.Both fertilizer and lime should be incorporated into the top 4-6 BYRTH DESIG ER THE AIR.TO PUMPW�r WILL BE APPROVED DATE
inches of soil.If a hydraulic seeder is used,do not mix seed and fertilizer more than 30 minutes before application. o 0812812023
SURFACE ROUGHENING-If recent tillage operations have resulted in a loose surface additional roughening may not be required,except to break up large clods.If rainfall causes the surface to
become sealed or crusted,loosen it just prior to seeding by raking,harrowing,or other suitable methods for fine grading.The finished grade shall be a smooth even soil surface with a loosen DRAWN BY
uniformly fine texture.All ridges and depressions shall be removed and filled to provide the approved surface drainage.Planting is to be done immediately after finished grades are obtained and 331
seedbed preparation is completed.
NOTES: CONSTRUCTION SEQUENCE • DESIGNED BY
1. Permanent seeding,sodding or other means of stabilization are required when all construction work is completed according to the NPDES timeframe's table. 331
2. A North Carolina Department of Agriculture soils test(or equal)is highly recommended to be obtained for all areas to be seeded,sprigged,sodded or planted.
STEP 1 PERIMETER CONTROLS STEP 2 STEP 3 •• CHECKED BY
3. Use a seeding mix that will produce fast growing nurse crops and includes non-invasive species that will eventually provide a permanent groundcover.Soil blankets may be used in lieu of nurse 1. PRIOR TO CLEARING TREES,GRUBBING,OR 1. APPROACH STREAM AND 1. GRADE STREAM CHANNEL SUCH THAT MVZ
crops.Mat,tack or crimp mulch,as needed to stabilize seeded areas until root establishment.Mulch must be applied uniformly over the soil with a cover density of at least 80%. DISTURBING THE SITE,CLEAR A 15'WIDE STRIP OF REPLACE CULVERT BEDDING STREAM WATER IS DIVERTED INTO PIPE 1.
4. Ground cover shall be maintained until permanent vegetation is established and stable against accelerated erosion. TREES AND INSTALL DOUBLE ROW OF SILT FENCE SOILS WITH STRUCTURAL FILL • SCALE
AND A REINFORCED SILT FENCE OUTLET ALONG THE AND COMPACT SOIL TO 95%. 2. KEEP PORTION OF COFFER DAM IN PLACE NTS
_ TOP OF NORTHERN STREAM BANK. DO NOT CROSS COORDINATE WITH OWNER'S FOR ADDITIONAL SUPPORT OF PIPE 1 IF
Enwronmenml Quollry OR IMPACT THE STREAM. GEOTECHNICAL TESTING NEEDED.
PERMANENT SEEDING RECOMMENDATIONS AGENCY.
2. ENTER THE SITE CLEAR A 15'WIDE STRIP OF TREES 3. REPLACE CULVERT BEDDING SOILS WITH •
AND INSTALL DOUBLE ROW OF SILT FENCE AND A 2. INSTALL CULVERT PIPE 1 IN THE STRUCTURAL FILL AND COMPACT SOIL TO
REINFORCED SILT FENCE OUTLET ALONG THE TOP OF DRY.(DURING INSTALLATION 95%.COORDINATE WITH OWNER'S
SOUTHERN STREAM BANK. DO NOT CROSS OR OF THE CULVERT,EXPOSED GEOTECHNICAL TESTING AGENCY.
IMPACT THE STREAM. AREAS NOT BEING WORKED
SHOULD BE STABILIZED.) 4. INSTALL PIPE 2 IN THE DRY.(DURING
3. CONTACT THE CIVIL ENGINEER FOR AN INSPECTION INSTALLATION OF THE CULVERT,EXPOSED
OF THE INSTALLED SILT FENCE AND WHEN 3. FILL OVER PIPE 1 TO ELEVATION AREAS NOT BEING WORKED SHOULD BE "z
APPROVED,INSTALL THE REMAINING EROSION 273 AND INSTALL RIPRAP.KEEP STABILIZED.)
CONTROL MEASURES SHOWN IN CONSTRUCTION STREAM FLOWING.
SEQUENCE STEP 2 AND 3. 5. DO NOT DISTURB BEYOND 5LF OF THE
4. SURVEY THE EXISTING NORMAL RIPRAP PADS(STREAM BED IMPACTS _
4. STABILIZE DISTURBED GROUND WITH TEMPORARY STREAMBED ELEVATIONS AT SHALL ONLY BE WITHIN THE LIMITS O i
SEEDING AND TEMPORARY SLOPE LININGS DAILY. THE UPSTREAM AND AUTHORIZED BY THE NATIONWIDE
DOWNSTREAM ENDS OF THE PERMIT).
5. COORDINATE WITH CIVIL ENGINEER ONCE PERMANENT CULVERT PIPE. z
CENTERLINE OF STREAM AND ALIGNMENT OF RECORD THESE ELEVATIONS 6. INSTALL ROAD AND REMAINING
CULVERTS ARE CONFIRMED PRIOR TO INSTALLATION. FOR FUTURE REFERENCE. INFRASTRUCTURE. 0
Table 6.10a Temporary Seeding Specifications for Fall U
Table 6.10a Table 6.10a Temporary Seeding Specifications for Summer ce
6. INSTALL COFFER DAM AND PUMP WATER AROUND 5. STABILIZE DISTURBED GROUND 7. INSTALL ADDITIONAL EROSION CONTROL
Temporary Seeding Specifications Seeding Mixture Spedes Rate(lb/acre) THE WORK AREA. WITH TEMPORARY SEEDING =
for Winter and Early Spring Seeding Mixture Spedes Rate(lb/acre) Rye Grain DEVICES AS REQUIRED DURING Q F
Y 30 AND TEMPORARY SLOPE CONSTRUCTION. H
German Millet 15 UC J a
Seeding Mixture Spades Rate(lb/acre) In the Piedmont and Mountains,a small-stemmed sundangrass may 7. COORDINATE WITH NCDEQ TO INSPECT PUMP LININGS DAILY. ,.,/ Z
- . IH
In the Piedmont and Mountains,a small-stemmed sundangrass may PASS-AROUND DEVICES L.L
Rye Grain 30 be substituted at a rate of 601b/acre. B. STABILIZE DISTURBED GROUND WITH A
be substituted at a rate of 50lb/acre. N�
TEMPORARY SEEDING AND TEMPORARY
Seeding Dates Seeding Dates Seeding Dates Im Z W
Mountains 15-Aug to 15-Dec SLOPE LININGS DAILY. C
Mountains>2500 ft. 15-Feb to 15-May Mountains 15-May to 15-Aug Coastal Plain and 15-Aug to 30-Dec G U
Q500 ft. 1-Feb to 1-May Piedmont 1-May to 15-Aug Piedmont
Piedmont 1-Jan to 1-May Coastal Plain 15-Apr to 15-Aug / 1 c 000
Coastal Plain 1-Dec to 15-Apr Soil Amendments �•J
Soil Amendments Follow recommendations of soil tests or apply 2 ton/acre ground 01 Uri d o
Soil Amendments agricultural limestone and 750 lb/acre 10-10-10 fertilizer ILL! s
Follow recommendations of soil tests or apply 2 ton/acre ground Follow recommendations of soil tests or apply 2 ton/acre ground W ;,.
agricultural limestone and 750 lb/acre 10-10-10 fertilizer agricultural limestone and 750 lb/acre 10-10-10 fertilizer Mulch a
E
Apply 4,000 lb/acre straw.Anchor straw by tacking with asphalt, c9 Q A N
Mulch netting or a mulch anchoring tool.Use 400 gallons of tack per acre `g
Apply 4,000 lb/acre straw.Anchor straw by tacking with asphalt, 4,000 lb/acre straw.Anchor straw by tacking with asphalt, or straw covered with pinned netting. z I
nettin or a mulch anchorin tool.Use 400 allons of tack er acre netting or a mulch anchoring tool.Use 400 gallons of tack per acreg g g p r straw covered with pinned netting. Maintenanceor straw covered with pinned netting. Repair and refertilize damaged areas immediately.Topdress with "
Maintenance I m
ce 501b/acre of nitrogen in March.If it is necessary to extent
Maintenan Refertilize if growth is not fully adequate.Reseed,refertilize and temporary cover beyond June 1 oversees with extent
Kobe =
Refertilize if growth is not fully adequate.Reseed,refertilize and mulch immediately following erosion or damage.
mulch immediately following erosion or damage. (Piedmont and Coastal Plain)
late February or early March o
PERMANENT SEED MIX ERNST CONSERVATION SEEDS NC PIEDMONT FACW MIX OR APPROVED EQUAL BY DESIGNER
APPLICATION RATE 20 LBS/AC.TO BE PLANTED IN ALL DISTURBED WETLAND AND RIPARIAN AREAS. a
PLASTIC NETTING SHOULD NOT BE USED WITHIN WETLANDS OR STREAMS "_=
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JOB NO. a
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United States Department of the Interior #�
FISH AND WILDLIFE SERVICE
i�c 03 �/ Raleigh Ecological Services Field Office
Post Office Box 33726
Raleigh,NC 27636-3726
Phone: [phone] Fax: [phone]
In Reply Refer To: August 04, 2023
Project Code: 2023-0113180
Project Name: Cambria
Subject: List of threatened and endangered species that may occur in your proposed project
location or may be affected by your proposed project
To Whom It May Concern:
The enclosed species list identifies threatened, endangered, proposed and candidate species, as
well as proposed and final designated critical habitat, that may occur within the boundary of your
proposed project and/or may be affected by your proposed project. The species list fulfills the
requirements of the U.S. Fish and Wildlife Service (Service) under section 7(c) of the
Endangered Species Act (Act) of 1973, as amended(16 U.S.C. 1531 et seq.). If your project area
contains suitable habitat for any of the federally-listed species on this species list, the proposed
action has the potential to adversely affect those species. If suitable habitat is present, surveys
should be conducted to determine the species'presence or absence within the project area. The
use of this species list and/or North Carolina Natural Heritage program data should not be
substituted for actual field surveys.
New information based on updated surveys, changes in the abundance and distribution of
species, changed habitat conditions, or other factors could change this list. Please feel free to
contact us if you need more current information or assistance regarding the potential impacts to
federally proposed, listed, and candidate species and federally designated and proposed critical
habitat. Please note that under 50 CFR 402.12(e) of the regulations implementing section 7 of the
Act, the accuracy of this species list should be verified after 90 days. This verification can be
completed formally or informally as desired. The Service recommends that verification be
completed by visiting the ECOS-IPaC website at regular intervals during project planning and
implementation for updates to species lists and information.An updated list may be requested
through the ECOS-IPaC system by completing the same process used to receive the enclosed list.
The purpose of the Act is to provide a means whereby threatened and endangered species and the
ecosystems upon which they depend may be conserved. Under sections 7(a)(1) and 7(a)(2) of the
Act and its implementing regulations (50 CFR 402 et seq.), Federal agencies are required to
utilize their authorities to carry out programs for the conservation of threatened and endangered

08/04/2023 2
species and to determine whether projects may affect threatened and endangered species and/or
designated critical habitat.
A Biological Assessment is required for construction projects (or other undertakings having
similar physical impacts)that are major Federal actions significantly affecting the quality of the
human environment as defined in the National Environmental Policy Act(42 U.S.C. 4332(2)
(c)). For projects other than major construction activities, the Service suggests that a biological
evaluation similar to a Biological Assessment be prepared to determine whether the project may
affect listed or proposed species and/or designated or proposed critical habitat. Recommended
contents of a Biological Assessment are described at 50 CFR 402.12.
If a Federal agency determines, based on the Biological Assessment or biological evaluation, that
listed species and/or designated critical habitat may be affected by the proposed project, the
agency is required to consult with the Service pursuant to 50 CFR 402. In addition, the Service
recommends that candidate species, proposed species and proposed critical habitat be addressed
within the consultation. More information on the regulations and procedures for section 7
consultation, including the role of permit or license applicants, can be found in the "Endangered
Species Consultation Handbook" at:
http://www.fws.gov/endangered/esa-library/pdf/TOC-GLOS.PDF
Migratory Birds: In addition to responsibilities to protect threatened and endangered species
under the Endangered Species Act(ESA), there are additional responsibilities under the
Migratory Bird Treaty Act(MBTA) and the Bald and Golden Eagle Protection Act(BGEPA)to
protect native birds from project-related impacts.Any activity, intentional or unintentional,
resulting in take of migratory birds, including eagles, is prohibited unless otherwise permitted by
the U.S. Fish and Wildlife Service (50 C.F.R. Sec. 10.12 and 16 U.S.C. Sec. 668(a)). For more
information regarding these Acts see https://www.fws.gov/birds/policies-and-regulations.php.
The MBTA has no provision for allowing take of migratory birds that may be unintentionally
killed or injured by otherwise lawful activities. It is the responsibility of the project proponent to
comply with these Acts by identifying potential impacts to migratory birds and eagles within
applicable NEPA documents (when there is a federal nexus) or a Bird/Eagle Conservation Plan
(when there is no federal nexus). Proponents should implement conservation measures to avoid
or minimize the production of project-related stressors or minimize the exposure of birds and
their resources to the project-related stressors. For more information on avian stressors and
recommended conservation measures see https://www.fws.gov/birds/bird-enthusiasts/threats-to-
birds.php.
In addition to MBTA and BGEPA, Executive Order 13186: Responsibilities of Federal Agencies
to Protect Migratory Birds, obligates all Federal agencies that engage in or authorize activities
that might affect migratory birds, to minimize those effects and encourage conservation measures
that will improve bird populations. Executive Order 13186 provides for the protection of both
migratory birds and migratory bird habitat. For information regarding the implementation of
Executive Order 13186, please visit https://www.fws.govibirds/policies-and-regulations/
executive-orders/e0-13186.php.

08/04/2023 3
We appreciate your concern for threatened and endangered species. The Service encourages
Federal agencies to include conservation of threatened and endangered species into their project
planning to further the purposes of the Act. Please include the Consultation Code in the header of
this letter with any request for consultation or correspondence about your project that you submit
to our office.
Attachment(s):
■ Official Species List
• Migratory Birds

08/04/2023 1
OFFICIAL SPECIES LIST
This list is provided pursuant to Section 7 of the Endangered Species Act, and fulfills the
requirement for Federal agencies to "request of the Secretary of the Interior information whether
any species which is listed or proposed to be listed may be present in the area of a proposed
action".
This species list is provided by:
Raleigh Ecological Services Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
[phone]

08/04/2023 2
PROJECT SUMMARY
Project Code: 2023-0113180
Project Name: Cambria
Project Type: Residential Construction
Project Description: Proposed residential development.
Project Location:
The approximate location of the project can be viewed in Google Maps: https://
www.google.com/maps/(a)35.65045005,-78.57616601868399,14z
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Counties: Wake County, North Carolina

08/04/2023 3
ENDANGERED SPECIES ACT SPECIES
There is a total of 9 threatened, endangered, or candidate species on this species list.
Species on this list should be considered in an effects analysis for your project and could include
species that exist in another geographic area. For example, certain fish may appear on the species
list because a project could affect downstream species.
IPaC does not display listed species or critical habitats under the sole jurisdiction of NOAA
Fisheries1, as USFWS does not have the authority to speak on behalf of NOAA and the
Department of Commerce.
See the "Critical habitats" section below for those critical habitats that lie wholly or partially
within your project area under this office's jurisdiction. Please contact the designated FWS office
if you have questions.
1. NOAA Fisheries, also known as the National Marine Fisheries Service (NMFS), is an
office of the National Oceanic and Atmospheric Administration within the Department of
Commerce.
MAMMALS
NAME STATUS
Tricolored Bat Perimyotis sub flavus Proposed
No critical habitat has been designated for this species. Endangered
Species profile:httpss://ecos.fws.gov/ecp/species/10515
BIRDS
NAME STATUS
Red-cockaded Woodpecker Picoides borealis Endangered
No critical habitat has been designated for this species.
Species profile:https:Hecos.fws.gov/ecp/species/7614
AMPHIBIANS
NAME STATUS
Neuse River Waterdog Necturus lewisi Threatened
There is final critical habitat for this species.Your location does not overlap the critical habitat.
Species profile:https:Hecos.fws.gov/ecp/species/6772
FISHES
NAME STATUS
Carolina Madtom Noturus furiosus Endangered
There is final critical habitat for this species.Your location does not overlap the critical habitat.
Species profile:https://ecos.fws.gov/ecp/species/528

08/04/2023 4
CLAMS
NAME STATUS
Atlantic Pigtoe Fusconaia masoni Threatened
There is final critical habitat for this species.Your location does not overlap the critical habitat.
Species profile:https://ecos.fws.gov/ecp/species/5164
Dwarf Wedgemussel Alasmidonta heterodon Endangered
No critical habitat has been designated for this species.
Species profile:https:Hecos.fws.gov/ecp/species/784
Yellow Lance Elliptio lanceolata Threatened
There is final critical habitat for this species.Your location does not overlap the critical habitat.
Species profile:https:Hecos.fws.gov/ecp/species/4511
INSECTS
NAME STATUS
Monarch Butterfly Danaus plexippus Candidate
No critical habitat has been designated for this species.
Species profile:https:Hecos.fws.gov/ecp/species/9743
FLOWERING PLANTS
NAME STATUS
Michaux's Sumac Rhus michauxii Endangered
No critical habitat has been designated for this species.
Species profile:https:Hecos.fws.gov/ecp/species/5217
CRITICAL HABITATS
THERE ARE NO CRITICAL HABITATS WITHIN YOUR PROJECT AREA UNDER THIS OFFICE'S
JURISDICTION.
YOU ARE STILL REQUIRED TO DETERMINE IF YOUR PROJECT(S)MAY HAVE EFFECTS ON ALL
ABOVE LISTED SPECIES.

08/04/2023 8
IPAC USER CONTACT INFORMATION
Agency: Timmons Group
Name: Amanda Johnson
Address: 5410 Trinity Rd
Address Line 2: Suite 102
City: Raleigh
State: NC
Zip: 27607
Email [e-mail]
Phone: [phone]

Roy Cooper,Governor
0 MEN
■■ IF NC DEPARTMENT OF D.Reid Wilson,Secretary
i !
■■k�■A NATURAL AND CULTURAL RESOURCES
■ ■■■ Misty Buchanan
Deputy Director,Natural Heritage Program
NCNHDE-22907
August 4, 2023
Amanda Johnson
Timmons Group
5410 Trinity Rd., Suite 102
Raleigh, NC 27607
RE: Cambria
Dear Amanda Johnson:
The North Carolina Natural Heritage Program (NCNHP) appreciates the opportunity to provide
information about natural heritage resources for the project referenced above.
Based on the project area mapped with your request, a query of the NCNHP database indicates that
there are no records for rare species, important natural communities, natural areas, and/or
conservation/managed areas within the proposed project boundary. Please note that although there
may be no documentation of natural heritage elements within the project boundary, it does not
imply or confirm their absence; the area may not have been surveyed. The results of this query
should not be substituted for field surveys where suitable habitat exists. In the event that rare
species are found within the project area, please contact the NCNHP so that we may update our
records.
The attached 'Potential Occurrences' table summarizes rare species and natural communities that
have been documented within a one-mile radius of the property boundary. The proximity of these
records suggests that these natural heritage elements may potentially be present in the project area
if suitable habitat exists. Tables of natural areas and conservation/managed areas within a one-mile
radius of the project area, if any, are also included in this report.
If a Federally-listed species is found within the project area or is indicated within a one-mile radius of
the project area, the NCNHP recommends contacting the US Fish and Wildlife Service (USFWS) for
guidance. Contact information for USFWS offices in North Carolina is found here:
https://www.fws.gov/offices/Directory/ListOffices.cfm?statecode=37.
Please note that natural heritage element data are maintained for the purposes of conservation
planning, project review, and scientific research, and are not intended for use as the primary criteria
for regulatory decisions. Information provided by the NCNHP database may not be published
without prior written notification to the NCNHP, and the NCNHP must be credited as an information
source in these publications. Maps of NCNHP data may not be redistributed without permission.
The NC Natural Heritage Program may follow this letter with additional correspondence if a
Dedicated Nature Preserve, Registered Heritage Area, Land and Water Fund easement, or Federally-
listed species are documented near the project area.
If you have questions regarding the information provided in this letter or need additional assistance,
please contact Rodney A. Butler at rod nev.butler(�)ncdcr.gov or 919-707-8603.
Sincerely,
NC Natural Heritage Program
DEPARTMENT OF NATURAL.AND CULTURAL RESOURCES
1:1 W.JONES STREET,RALEIGI 4_NC 27fiO3 - 1651 MAIL SERVICE CENTER,RALCIGH.NC 27699
OFC 915707.9120 • FA 919.707.4121

Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Within a One-mile Radius of the Project Area
Cambria
August 4, 2023
NCNHDE-22907
Element Occurrences Documented Within a One-mile Radius of the Project Area
Taxonomic EO ID Scientific Name Common Name ast Element Accuracy Federal State Global State
Group Observation Occurrence Status Status Rank Rank
Date Rank
Dragonfly or 32043 Coryphaeschna ingens Regal Darner 2004-Pre H? 5-Very --- Significantly G5 S2?
Damselfly Low Rare
Dragonfly or 33753 Somatochlora Coppery Emerald 2004-Pre H? 5-Very --- Significantly G3G4 Sl?
Damselfly georgiana Low Rare
No Natural Areas are Documented Within a One-mile Radius of the Project Area
No Managed Areas are Documented Within a One-mile Radius of the Project Area
Definitions and an explanation of status designations and codes can be found at httos://ncnhde.natureserve.orq/helip. Data query generated on August 4,2023;source: NCNHP,Spring (April)2023.
Please resubmit your information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database.
Page 2 of 3

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View of natural gas easement on central portion of the Property,
facing east.
SITE PHOTOGRAPHS North
FROEHLING & ROBERTSON, INC. Client: Pulte Group
FxrA ENGINEERING ENVIRONMENTAL•GEOTECHNICAL Project: New Bethel Assemblage
$cR 310 Hubert Street Location: Garner,Wake County,NC
1-_ Raleigh, North Carolina 27603-2302 1 USA Sou Project No: Site-0203
aa, Source: Site Visit May 19,2021
T 919.828.34411 F 919.828.5751 Date:May 2021 Fi ure#7

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View of planted pines within central portion of the Property,
facing north.
View of storage shed on southeastern portion of the Property,
facing south.
SITE PHOTOGRAPHS North
FROEHLING & ROBERTSON, INC. Client: Pulte Group
FxrA ENGINEERING ENVIRONMENTAL•GEOTECHNICAL Project: New Bethel Assemblage
$cR 310 Hubert Street Location: Garner,Wake County,NC
1 _ Raleigh, North Carolina 27603-2302 1 USA F&R Project No: 59Z-0203
Source: Site Visit May 19,2021
T 919.828.3441 1 F 919.828.5751 Date:May 2021 —FFTg,re 48

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View of tobacco barn on southeastern portion of the Property,
facing southwest.
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View of fallow fields on northeastern portion of the Property,
facing south.
SITE PHOTOGRAPHS North
FROEHLING & ROBERTSON, INC. Client: Pulte Group
FxrA ENGINEERING ENVIRONMENTAL*GEOTECHNICAL Project: New Bethel Assemblage
$eR 310 Hubert Street Location: Garner,Wake County,NC
1-_ Raleigh, North Carolina 27603-2302 1 USA Sou Project No: Site-0203
Source: Site Visit May 19,2021
T 919.828.34411 F 919.828.5751 Date:May 2021 Fi ure#9

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View of stream along north-central boundary of the Property,
facing west.
SITE PHOTOGRAPHS North
FROEHLING & ROBERTSON, INC. Client: Pulte Group
FxrA ENGINEERING ENVIRONMENTAL•GEOTECHNICAL Project: New Bethel Assemblage
$cR 310 Hubert Street Location: Garner,Wake County,INC
1-_ Raleigh, North Carolina 27603-2302 1 USA F&R Project No: 59Z-0203
Source: Site Visit May 19,2021
T 919.828.3441 1 F 919.828.5751 Date:May 2021 N ure#10