20200978 Ver 1_401 Application_20200728

DWR
mrlslon of Water Resources
Pre -Construction Notification (PCN) Form
April 11, 2020 Ver 3.1
Initial Review
Has this project met the requirements for acceptance in to the review process?*
r Yes
r No
Is this project a public transportation project?*
C Yes r No
Change only if needed.
BIMS # Assigned * Version#*
20200978 1
Is a payment required for this project?*
r No payment required
What amout is owed?*
r Fee received
r $240.00
r Fee needed - send electronic notification
IT $570.00
Reviewing Office *
Select Project Reviewer*
Raleigh Regional Office - [phone]
Stephanie Goss:eads\szgoss
Information for Initial Review
1a. Name of project:
Chatham County Emergency Operations Center
1a. Who is the Primary Contact?*
Troy Beasley
1b. Primary Contact Email:*
[e-mail]
Date Submitted
7/28/2020
Nearest Body of Water
Harlands Creek (Stream Index 17-43-15)
Basin
Cape Fear
Water Classification
C
Site Coordinates
Latitude: Longitude:
35.735727-79.262583
A. Processing Information
County (or Counties) where the project is located:
Chatham
Is this a NCDMS Project
r Yes r No
Is this project a public transportation project?*
r Yes r No
1a. Type(s) of approval sought from the Corps:
W Section 404 Permit (wetlands, streams and waters, Clean Water Act)
r Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
1c. Primary Contact Phone:*
[phone]
V
1b. What type(s) of permit(s) do you wish to seek authorization?

W Nationwide Permit (NWP)
r Regional General Permit (RGP)
r Standard (IP)
1c. Has the NWP or GP number been verified by the Corps?
r Yes r No
Nationwide Permit (NWP) Number:
NWP Numbers (for multiple NWPS):
1d. Type(s) of approval sought from the DWR:
W 401 Water Quality Certification - Regular
r Non-404 Jurisdictional General Permit
r Individual Permit
39 - Commercial/Institutional Developments
le. Is this notification solely for the record because written approval is not required?
For the record only for DWR 401 Certification:
For the record only for Corps Permit:
F- 401 Water Quality Certification - Express
F- Riparian Buffer Authorization
1f. Is this an after -the -fact permit application?*
r Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
Acceptance Letter Attachment
1h. Is the project located in any of NC's twenty coastal counties?
r Yes r No
1j. Is the project located in a designated trout watershed?
r Yes r No
B. Applicant Information
1d. Who is applying for the permit?
R Owner r Applicant (other than owner)
le. Is there an Agent/Consultant for this project?*
r Yes r No
2. Owner Information
2a. Name(s) on recorded deed:
Chatham County
2b. Deed book and page no.:
Book: 2097; Page: 319
2c. Responsible party:
Dan Lamontagne — County Manager
2d.Address
Street Address
PO Box1809
Address tine 2
city
Pittsboro
Postal / Zip Code
27312
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
State / Rovince / Ifgion
NC
Country
USA
2f. Fax Number:
r Yes r No
r Yes r No
4. Agent/Consultant (if applicable)

4a. Name:
Troy Beasley
4b. Business Name:
WithersRavenel
4c.Address
Street Address
219 Station Road
Address Line 2
Suite 101
CRY
Wilmington
Postal / Zip Code
28405
4d. Telephone Number:
[phone]
4f. Email Address:*
tbeasley@with ersrave nel. com
Agent Authorization Letter*
SIGNED_Agent Authorization —Chatham Co.pdf
7CP—roject Information and Prior Project History
1. Project Information
1b. Subdivision name:
(if appropriate)
1c. Nearest municipality/ town:
Pittsboro
2. Project Identification
2a. Property Identification Number:
9722-00-32-9796
2c. Project Address
Street Address
468 Renaissance Drive
Address Line 2
City
Pittsboro
Postal / Zip Cade
27312
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
Harlands Creek (Stream Index 17-43-15)
3b. Water Resources Classification of nearest receiving water:*
C
3c. What river basin(s) is your project located in?*
Cape Fear
3d. Please provide the 12-digit HUC in which the project is located.
030300030506
4. Project Description and History
Slate / Rmince / fiegion
NC
Country
USA
4e. Fax Number:
234.15KB
2b. Property size:
Project Area - 11-acres; Property - 272-acres
State / Rmince / Region
NC
Country
USA
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 project site consists of undeveloped woodlands which were recently logged. The general land use in the vicinity consists of undeveloped woodlands, as well as other Chatham
County facilities, including the Chatham Co. Detention Center, Chatham County Solid Waste and Recycling facility and Chatham County Animal Resource facility.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
r Yes r No r Unknown
4d. Attach an 8 1/2 X 11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR)
USGS Quads.pdf 552.69KB

4e. Attach an 8 1/2 X 11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR)
Soil Survey.pdf 155.71 KB
4f. List the total estimated acreage of all existing wetlands on the property:
WA - no wetlands within project area
4g. List the total estimated linear feet of all existing streams on the property:
131 If within project area
4h. Explain the purpose of the proposed project:*
The purpose of the proposed project is to develop an emergency operations center on property owned by Chatham County in order to provide a central location for emergency
management operations during emergencies such as natural disasters. The proposed facility will house the Emergency Management and 911 Communications departments.
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
The proposed project consists of the construction of the Emergency Operations Center, access road, parking, stormwater management and utilities (water, sewer, etc).
A total of 35,000 sf of building space is proposed in order to house the Emergency Management and 911 Communications departments, as well as provide ancillary space to
accommodate additional staff and equipment during large scale emergencies operations and training events.
Chatham County purchased the 269-acre parcel for the specific purpose of constructing the proposed Emergency Operations Center. While there may be future Chatham County
facilities relocated to the subject property, there are no current plans or design for future phases beyond the Emergency Operations Center, and the project as proposed is a single and
complete project. All impacts necessary for the construction of the proposed Emergency Operations Center are addressed in this application.
The project will be constructed using traditional commercial construction equipment and techniques.
4j. Please upload project drawings for the proposed project.
Impact Maps_ Complete_2020-07-27.pdf 2.56MB
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
r Yes
r No
Comments:
WithersRavenel conducted a formal delineation of the project area in February 2020. A Preliminary
JD Request and all supporting documentation in support of the delineation has been provided as an
attachment to this application. Please note that we are not requesting issuance of a JD in
conjunction with issuance of the NWP 39.
5b. If the Corps made a jurisdictional determination, what type of determination was made?*
r Preliminary r Approved r Not Verified r Unknown r N/A
Corps AID Number:
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known): Troy Beasley
Agency/Consultant Company: WithersRavenel
Other:
6 Unknown
5d1. Jurisdictional determination upload
Chatham Emergency Operations Center PJD Request 07.16.2020.pdf 3.17MB
6. Future Project Plans
6a. Is this a phased project?*
r Yes r 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?
6b. If yes, explain.
Chatham County purchased the 272 acre parcel for the specific purpose of constructing the proposed Emergency Operations Center. While there may be future Chatham County
facilities relocated to the subject property. However, there are no current plans or design for future phases, and the project as proposed is a single and complete project. All impacts
necessary for the construction of the proposed Emergency Operations Center are addressed in this application.
D. Proposed Impacts Inventory u I
1. Impacts Summary
la. Where are the impacts associated with your project? (check all that apply):
r Wetlands W Streams -tributaries ❑ Buffers
17 Open Waters F Pond Construction
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
❑
(?)
Jurisdiction*
length*
S1
Impact 1 - Culvert
P
Tem orar
P Y
Culvert
Stream 1 - UT to Harlands
Perennial
Both
5
27
Creek
Average (feet)
(linearfeet)
S2
Im act 2 - Culvert
P
Permanent
Culvert
Stre 1 - UT to Harlands
Perennial
Both
5
118
Cram
eek
Average (feet)
(linearfeet)
S3
Impact 3 - Rip -Rap Dissipator
Permanent
Culvert
Stream 1 - Ur to Harlands
Perennial
Both
5
20
Creek
Average (feet)
(linearfeet)
31. Total jurisdictional ditch impact in square feet:
31. Total permanent stream impacts:
138
31. Total stream and ditch impacts:
165
3i. Total temporary stream impacts:
27
3j. Comments:
The proposed road crossing will result in 118 If of permanent stream impacts with functional loss, and 20 If of permanent stream impacts with no
functional loss from installation of the rip -rap dissipator.
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
The proposed impacts consist of 136 If of permanent stream impacts and 27 If of temporary stream impacts.
The installation of the proposed 114-ft long, 60-inch RCP culvert will result in 118 If of permanent stream impact with functional loss (Impact 2) as well
as 27 If of temporary stream impacts (Impact 1) for installation of the culvert and construction of the temporary coffer dam for dewatering during
construction. The culvert will be embedded 12 inches below the stream bed to allow for passage of aquatic life.
The installation of the rip -rap dissipator below the culvert will result in 18 If of permanent stream impacts (no functional loss) (Impact 3). The
installation of the rip -rap dissipater will result in 27 If of permanent stream impacts. The rip -rap will be installed by burying the rip -rap such that the top
of the rip -rap matches the preconstruction contours of the streams, allowing for the passage of aquatic life and preventing a function loss of this
section of stream. Headwalls will be constructed on both ends of the culverts to stabilize greenway fill and minimize stream impacts.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Access during construction will occur from uplands. Silt fencing will be installed around all disturbed areas to prevent loss of sediment into adjacent
waters. Sediment basins will be installed per the S&EC permit.
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?
r Yes r No
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
The proposed permanent stream impacts are less than 150 If, and therefore mitigation is not proposed.
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?
r Yes r No
If no, explain why:
The proposed project is located within the Cape Fear 03030003 basin, which is not a state buffered basin.
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?*
r Yes r No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?
r Yes r No
Comments:
The project is considered low density due to the overall size of the property and proposed impervious area. However, the project has been designed with a stormwater management
system consisting of a wet detention SCM to treat stormwater runoff.
G. Supplementary Information U

1. Environmental Documentation
1a. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?*
r Yes r No
1b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State (North Carolina)
Environmental Policy Act (NEPA/SEPA)? *
r Yes r No
Comments:*
The proposed project does not meet thresholds requiring NEPA/SEPA.
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15ANCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 2B .0200)?*
r Yes r No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
r Yes r No
3b. If you answered "no," provide a short narrative description.
There are no future phases of development currently proposed or anticipated at this time. In the event that there are future phases, these phases
would be required to meet all state, federal and local stormwater and environmental regulations to prevent impact to nearby downstream water quality.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
r Yes r Nor N/A
4b. Describe, in detail, the treatment methods and dispositions (non -discharge or discharge) of wastewater generated from the proposed project. If the wastewater will be treated
at a treatment plant, list the capacity available at that plant.
Wastewater produced by the site will be treated in an onsite subsurface septic treatment to be located north of the proposed project, as depicted in
the attached "Erosion Control Stage 2" plan. Design of the septic system and drainage field has not been completed to date, but will be located
entirely in uplands with sufficient setbacks from wetlands as required.
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?*
r Yes r No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
r Yes r No
5d. Is another Federal agency involved?*
r Yes r No r Unknown
5e. Is this a DOT project located within Division's 1-8?
r Yes r No
5f. Will you cut any trees in order to conduct the work in waters of the U.S.?
r Yes r No
5g. Does this project involve bridge maintenance or removal?
r Yes r No
5h. Does this project involve the construction/installation of a wind turbine(s)?'
r Yes r No
51. 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.?
r Yes r No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
WR reviewed the NC Natural Heritage Program database, located at http://www.ncnhp.org/web/nhp/home, as well as NCNHP GIS data to identify if
there were any known occurrences of endangered species on or near the proposed project. The review of the NHP data did not identify any recent
occurrences of federally listed threatened or endangered species or critical habitat on the subject property or within 1.0 miles of the project, see
attached NCNHP project review letter. Furthermore, site reviews did not identify any potential habitat for any federally protected species known to
occur in Chatham County. Therefore, the proposed project Will have No Effect on federally protected species. While the proposed project is located
within the USFWS known range of Atlantic pigtoe, Stream 1 is a small perennial stream (approx 5-ft wide) with very shallow flow and was not
considered potential habitat for Atlantic pigtoe.
Consultation Documentation Upload
NCNHP Project Review Letter_2020-07-14.pdf 810.97KB
USFWS T&E List for Chatham Co_2020-07-17.pdf 149.9KB

6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
r Yes
r No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
WR reviewed the NOAA Essential Fish Habitat online mapper, located at: http://wwN.habitat.noaa.gov/protection/efh/efhmapper/indexhtmi. There are
no waters classified as EFH in Chatham County.
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?*
r Yes
r No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
WR reviewed the NC State Historic Preservation Office's online database, located at: http://gis.ncdcr.gov/hpoweb/, to determine if there were any
known historic or cultural resources within or in the vicinity of the proposed project. The database review did not identified the Apen Hall site (Site ID
CH0009) located on the parcel adjacent to the south of the proposed project. Apen Hall is described as a 1790's Georgian 2-story frame house,
Greek Revival expansion, and was listed on the National Register of Historic Places in 1982. Apen Hail is located on a large parcel, and there will be a
very wide vegetated buffer between Apen Hall and the proposed project. Therefore, the proposed project is not anticipated to impact Apen Hall.
7c. Historic or Prehistoric Information Upload
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?*
r Yes r No
8c. What source(s) did you use to make the floodplain determination?*
www.ncfioodmaps.com
Miscellaneous
Comments
Miscellaneous attachments not previously requested.
Aerial Photos.pdf
522.98KB
Delineation Exhibit.pdf
264.44KB
Parcel -Owner Info.pdf
680.44KB
2020.07.13 Property Deed.pdf
974.71 KB
C7.1 Erosion Control Stage 2.pdf
3.26MB
Signature u
B By checking the box and signing below, I certify that:
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 NC General Statutes (the "Uniform Electronic Transactions Act");
I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC 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:
Troy Beasley
Signature
Date
7/28/2020

■■ WithersRavenel
r. Our People. Your Success.
AUTHORITY FOR APPOINTMENT OF AGENT
The undersigned Owner, Chatham County (Client) does hereby appoint Withers_Ravenel, Inc.
as his, her, or it's agent for the purpose of petitioning the appropriate local, state and federal
environmental regulatory agencies (US Army Corps of Engineers, NC Division of Water
Quality, NC Division of Coastal Management, local municipalities, etc.) for: a) review and
approval of the jurisdictional boundaries of onsite jurisdictional areas (wetlands, streams,
riparian buffers, etc.) and/or; b) preparation and submittal of appropriate environmental
permit applications/requests for the ±269 acre -parcel, Chatham Co. PIN:9722-00-32-9796,
located northeast of the intersection of Renaissance Drive and US 63 in Chatham County,
NC.
The Client does hereby authorize that said agent has the authority to do the following acts
on behalf of the owner:
(1) To submit appropriate requests/applications and the required
supplemental materials;
(2) To attend meetings to give representation on behalf of the Client.
(3) To authorize access to subject property for the purpose of
environmental review by appropriate regulatory agencies.
This authorization shall continue in effect until completion of the contracted task or
termination by the Client.
Agent's Name, Address & Telephone:
WithersRavenel, Inc.
115 MacKenan Drive
Cary, NC 27511
Tel. [phone]
Date: 7 �Z 17 c7 Zo
Signature of Client:
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Email: AqVI J RMO rye. C/�Z-Agvv�✓1 C .pry
115 MacKenan Drive I Cary, NC 27511
t: 919.469.3340 I f: 919,467.6008 I www,withersravenel.corn I License No. C-0832
Asheviiie I Cary I Greensboro I Pittsboro I Raleigh I Wilmington

PROJECT AREA1 inch = 2000 ft.GRAPHIC SCALE010002000PITTSBOROCHATHAM COUNTYNORTH CAROLINAWithersRavenelEngineers | Planners | SurveyorsCHATHAM EMERGENCY OPERATIONS CENTERUSGS QUAD (2019) - SILER CITY NE
PROJECT AREA1 inch = 400 ft.GRAPHIC SCALE0200400NORTH CAROLINAWithersRavenelEngineers | Planners | SurveyorsCHATHAM EMERGENCY OPERATIONS CENTERUSGS QUAD (2019) - SILER CITY NEPITTSBOROCHATHAM COUNTY
PROJECT AREA1 inch = 400 ft.GRAPHIC SCALE0200400NORTH CAROLINAWithersRavenelEngineers | Planners | SurveyorsCHATHAM EMERGENCY OPERATIONS CENTERCHATHAM CO. SOIL SURVEY (2006) - SHEET 9PITTSBOROCHATHAM COUNTY
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CH2055442.53WLF I-122056442.78WLF II-122057442.37WLF II-112058442.53WLF I-112059442.88WLF I-102060441.89WLF II-102061443.06WLF II-92062443.29WLF II-82063442.58WLF I-92064440.79WLF I-82065440.66WLF I-72066441.35WLF II-72067441.32WLF II-62077441.16WLF I-1
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WWWWW"CHATHAM COUNTY EMERGENCY OPERATIONS CENTER"DEVELOPMENT SITE LIMIT OF ROADCONSTRUCTIONLIMIT OF DISTURBANCESTREAM 3(TYPE: PERENNIAL)STREAM 1(TYPE: PERENNIAL)No.Checked ByRevisionDesignerDrawn ByDateByScaleDateJob No.Sheet No.WithersRavenelEngineers | Planners | Surveyors115 MacKenan Drive | Cary, NC 27511t: 919.469.3340 | license #: C-0832 | www.withersravenel.com190747 07/28/2020AS NOTEDPITTSBOROCHATHAMNORTH CAROLINAWRCHATHAM COUNTY EOCOVERALL STREAM IMPACT MAPPROJECT INFORMATION:TOTAL PROJECT ACREAGE: 10.8 AC.TOTAL ACREAGE: 10.8 AC. (PERMANENT)REFERENCES: D.B.: 2019 PAGE 0212PIN REFERENCES: 9722-00-32-97961SITEVICINITY MAPSCALE 1" = 2000'RE
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4454504554604654704454504554604654700+000+501+001+502+002+22RIPRAP BASIN DISSIPATORHS = 0.7 FT, LB = 20 FT,W = 18.33 FT, CLASS "B" (d50 = 8")STA. 0+50.00
60" PRECAST CONCRETE HEADWALL
INVERT = 448.70 (EMBED 12")
NCDOT ST. 838.00
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60" PRECAST CONCRETE HEADWALL
INVERT = 448.20 (EMBED 12")
NCDOT ST. 838.00
EXISTING GRADE ATCENTERLINE OF CULVERTPROPOSED GRADE113.81' 60" RCP @ 0.53%EXISTING GRADE ATTHALWEG OF CHANNEL25-YR BACKWATERELEV. = 453.95EMBED CULVERT 1.0' BELOWTHALWEG ELEVATION`EMBED CULVERT 1.0' BELOWTHALWEG ELEVATION`MIN SEPERATION24"MIN SEPERATION24"100-YR BACKWATERELEV. = 456.08100-YR FUTUREBACKWATER ELEV. = 459.568" WATERLINE24 " HPDE3:144545045546044545045546024" HDPE60" RCP CULVERT4454504554604454504554608" WATERLINEFIBER-OPTICCABLE60" RCP CULVERTLIMIT OFDISTURBANCE4'STREAM TOB
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>TD >TD >TD >TD SF/TPSF/TPSF/TPSF/TPSF/TP>TD >TD >TD >TD >TDSF/TP SF/TP
SF/TPSF/TP SF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPWWWWWWWWWWWWWWWSTREAM 1(TYPE: PERENNIAL)0+00 1+00 2+00
2+1410+0010+5010+0010+50No.Checked ByRevisionDesignerDrawn ByDateByScaleDateJob No.Sheet No.WithersRavenelEngineers | Planners | Surveyors115 MacKenan Drive | Cary, NC 27511t: 919.469.3340 | license #: C-0832 | www.withersravenel.com190747 07/28/2020AS NOTEDPITTSBOROCHATHAMNORTH CAROLINAWRCHATHAM COUNTY EOCIMPACTS #1, #2 AND #3A IMPACT LEGENDTEMPORARY STREAM (NO FUNCTIONAL LOSS)PERMANENT STREAM (NO FUNCTIONAL LOSS)PERMANENT STREAM (NO FUNCTIONAL LOSS)IMPACT #3PERMANENT STREAM IMPACT(CULVERT INSTALLATION)(NO FUNCTIONAL LOSS)RIP RAP APRON20 LF (126 SF)IMPACT #2PERMANENT STREAM IMPACT(FUNCTIONAL LOSS)118 LF (1,003 SF)IMPACT #1TEMPORARY STREAM IMPACT(CULVERT INSTALLATION /COFFER DAM)27 LF (243 SF)DIRECTIONOF FLOWPROPOSED 113.8 LF60" RCP PIPEDIRECTIONOF FLOW1 inch = 30 ft.30GRAPHIC SCALE0153060HEADWALL INV: 448.70HEADWALL INV: 448.20STREAM 1(TYPE: PERENNIAL)PROPOSED 8"WATERLINEPROPOSED FIBEROPTIC CABLESLIMIT OFDISTURBANCEPROPOSEDSTORM SEWERCULVERT UPSTREAMCULVERT DOWNSTREAMCLSEE SHEET C FORPUMP AROUND PLAN00
PROFILE VIEWGRAPHIC SCALE4
80401" = 40' HORZ.1" = 4' VERT.00
PROFILE VIEWGRAPHIC SCALE4
80401" = 40' HORZ.1" = 4' VERT.
40'PROPOSED20' UTILITYEASEMENT1 inch = 10 ft.10GRAPHIC SCALE051020WWWWWWWWWWWWWWWWWWSFSFSFSFSFSFSFSFOU OU OU OU OU OU OU OU OU
CREEKSFSFNo.Checked ByRevisionDesignerDrawn ByDateByScaleDateJob No.Sheet No.WithersRavenelEngineers | Planners | Surveyors115 MacKenan Drive | Cary, NC 27511t: 919.469.3340 | license #: C-0832 | www.withersravenel.com190747 07/28/2020AS NOTEDPITTSBOROCHATHAMNORTH CAROLINAWRCHATHAM COUNTY EOCIMPACT #4BPROPOSEDRECEIVINGPITEX. ROAD R/W LINEEX. ROAD CENTERLINEEX. ROAD R/W LINEPROPOSEDBORE PITPROP. 8" WATERLINERENAISSANCE DRIVESR 1578
STREAM 2(TYPE - PERENNIAL)GRAPHIC SCALE1 inch = 30 ft.300153060IMPACT #4NO IMPACT - 8" WATERLINETO BE JACK AND BORED UNDER STREAMWITH 55 LF OF 16" STEEL CASTING
WWWWWWWWWWWWWWW455455455460460460460465465465465450
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465
465
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3
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STA. 10+33.70 =
STA. 12+15.98, 41.65' RT. R007
CAST-IN-PACE HEADWALL
(TO BE DESIGNED BY OTHERS)
CULVERT INVERTS:
NORTHERN CULVERT = 437.30
SOUTHERN CULVERT = 435.80
PUMP INTAKES
TEMPORARY
COFFERDAM
BYPASS PUMPS
TEMPORARY
COFFERDAM
PUMP OUTLET VELOCITY
DISSIPATOR (SEE DETAIL
THIS SHEET)
WORK AREA
DEWATERING PUMP
WORK AREA DEWATERING
PUMP DISCHARGE WITH
FILTER BAG
PUMP INTAKE
RIPRAP APRON
18" CLASS "B"
GRAPHIC SCALE
1 inch = 20 ft.
20 0 10 20 40
No.
Checked By
Revision Designer
Drawn By
Date By Scale
Date
Job No.
Sheet No.WithersRavenel
Engineers | Planners | Surveyors
115 MacKenan Drive | Cary, NC 27511
t: 919.469.3340 | license #: C-0832 | www.withersravenel.com190747
C07/28/2020
AS NOTED
PITTSBORO CHATHAM NORTH CAROLINAWR
CHATHAM COUNTY EOC CULVERT BYPASS PLAN
US HWY 64HARLANDS CREEKPROJECT AREAPROPERTY BOUNDARYCHATHAM CO. PIN:9722-00-32-9796RENAISSANCE DRI
V
E 1 inch = 600 ft.GRAPHIC SCALE0300600OVERALL AERIAL (2017)NORTH CAROLINAWithersRavenelEngineers | Planners | SurveyorsCHATHAM EMERGENCY OPERATION CENTERPITTSBOROCHATHAM COUNTY
RENAISSANCE DRIVE
PROJECTLIMITSPROPERTY BOUNDARY1 inch = 200 ft.GRAPHIC SCALE0100200AERIAL (2017)NORTH CAROLINAWithersRavenelEngineers | Planners | SurveyorsCHATHAM EMERGENCY OPERATION CENTERPITTSBOROCHATHAM COUNTY
RENAISSANCE DRIVE
PROJECTLIMITSSTREAM 1PERENNIALPROPERTY BOUNDARYSTREAM 2OUTSIDE OFPROJECT LIMITSWETLAND COUTSIDE OFPROJECT LIMITSWETLAND DOUTSIDE OFPROJECT LIMITSSTREAM 3HARLANDS CREEKOUTSIDE OF PROJECTLIMITS1 inch = 200 ft.GRAPHIC SCALE0100200WETLAND DELINEATION EXHIBITNORTH CAROLINAWithersRavenelEngineers | Planners | SurveyorsCHATHAM EMERGENCY OPERATION CENTERNOTES:1) DELINEATION PERFORMED BY WR ON 02/12/2020.2) STREAM LOCATIONS ARE APPROXIMATE, BASED ON GPS LOCATION, CHATHAM CO. GISDATA AND TOPOGRAPHIC INTERPRETATION.PITTSBOROCHATHAM COUNTY
0 0.30.15 mi
±
Cha tha m Cou nty Tax M ap
Date: 6/8/2020Time: 2:22:51 PM
Se rv ic e Lay e r Cr ed its:Ch atham C ou nty,Ch atham C ou nty G IS
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Chatham Countv Property Record Card
DATE 2/17/20
CHATHAM CO TAX DEPARTMENT
PAGE 1
TIME 10:46:53
PROPERTY CARD
PIN... 9722
00 32 9796
FROG# AS2006
USER CHJSJ
FOR YEAR 2020
E & J RANSDELL LLC
PARCEL ID.. 0012481
LOCATION... US 64 W
DEED YEAR/BOOK/PAGE.. 2014 1728
0389
ASSESSMENT
NONE
809 YARMOUTH RD
PLAT BOOK/PAGE.. 2019
0212
OWNER ID..
1350033
LEGAL DESC:I5-1
DISTRICT..
106 CIRCLE
CITY FIRE DISTRICT
TOWNSHIP... 9 HICKORY MTN
RALEIGH
NC 27607-
NBRHOOD...
0902 NORTH
HICKORY MOUNTAIN
DESCRIPTION
RESIDENTIAL
MAINTAINED.. 11/15/2019
BY CHTERESA VALUED.. 11/27/2019 BY
CHTERESA
VISITED..... 12/31/2016
BY PAS
ROUTING#..
PARCEL STATUS... ACTIVE
*****
CATEGORY..
REAL & LISTED PERSONAL
* LAND VALUED BY NEIGHBORHOOD BASE RATE METHOD *
--------------------------------------------
SALES HISTORY ----------------------------------------------------
DEED
BK/PAGE
SALE DATE
SALES INSTRUMENT DISQUALIFIED SALE AMOUNT STAMP AMOUNT
DEED NAME
1728
0389
1/27/2014
WARRANTY
DEED
REVENUE STAMPS
E & J RANSDELL LLC
732
0846
12/01/2000
WARRANTY
DEED
REVENUE STAMPS
RANSDELL WILLIAM G
ETAL
732
0846
10/16/1997
WARRANTY
DEED
QUALIFIED
MCLEOD B F JR,WILLIAM
RANSDELL
389
0230
12/31/1996
*INVALID
REVENUE STAMPS
RANSDELL PHILLIPS C
& B F MCLE
--------------------------------------------
LAND SEGMENTS ----------------------------------------------------
LND
STRAT
LAND
AVERAGE
TOT
CURRENT
#
ZONE
CODE TYPE/CODE
LAND
QTY LAND RATE DPT% SHP% LOC% SIZ%
OTH% TOP% ADJ
FMV
87.30
1 R-1 100 AC R 269.586
5,444.74
.00
.00 100.00 .00 97.00 90.00
1,281,412
TOTAL PARTOEAUAAUEES--- LAND Z69.6V5
IMPROVEMENTS
/ OVR
TOTAL LAND/IMPROVE TOTAL LAND
FMV2019 TALBE,412
FMV...... 1,281,412
0
1,281,412
1,239,367
APV...... 1,281,412
0
1,281,412
85,782
DEFERRED. 0
0
0
1,153,585
--------------------------------------------
COMMENTS -
----------------------------------------------------
FR: PHILLIP RANSDELL SEE: 732/842,846
AS OF 12/1/00 INT ARE: B F MCLEOD JR 1/4 INT
BY 389/230,
EDWARD B RANSDELL 1/4 INT BY 732-842,WILLIAM
G RANSDELL 1/4
INT BY 732/846 & PHILLIP RANSDELL FAMILY LLC
1/4 INT BY
837-636
1592/986;B F MCLEOD JR CONVEYS HIS 1/4 INT;1/8 TO BERNARD F
MCLEOD III,1/8 TO W STEWART MCLEOD
PB 2019/212
272.082-2.496 R/W 269.586 NET
FPL-3% 15.55A IN FLOODZONE

FILED
BK 2097 PG 0319
CHATHAM COUNTY NC
LUNDAYA. RIGGSBEE
REGISTER OF DEEDS
FILED
Mar 02, 2020
AT
01:48:14 pm
BOOK
02097
START PAGE
0319
END PAGE
0324
INSTRUMENT # 02276
EXCISE TAX
$4,160.00
Excise Tax: S4,160.00
Mail after recording to: Grantee
This instrument was prepared by: Paul S. Messick, Jr., Gunn & Messick, LLP, P.O. Box 880, Pittsboro, NC 27312
All or a portion of the property herein conveyed includes or X does not include the primary residence of a Grantor (NCGS
§ 105-317.2)
NORTH CAROLINA GENERAL WARRANTY DEED
THIS DEED, made this 3f4day of January, 2020 between E & J RANSDELL L.L.C. (25% undivided interest),
809 Yarmouth Road, Raleigh, NC 27607; PHILLIP RANSDELL FAMILY LLC (25% undivided interest); WILLIAM G.
RANSDELL, III, and wife, LYNNE C. RANSDELL (25% undivided interest); BERNARD F. MCLEOD, III. and wife,
ELAINE P. MCLEOD (12.50% undivided interest); WILEY STEWART MCLEOD and wife, TAMMY C. MCLEOD
(12.50% undivided interest); hereinafter referred to as GRANTOR; and COUNTY OF CHATHAM, P.O. Box 1809,
Pittsboro, NC 27312; hereinafter referred to as GRANTEE. The designation Grantor and Grantee as used herein shall
include parties, their heirs, successors, and assigns, and shall include singular, plural, masculine, feminine or neuter as
required by context.
WITNESSETH
The Grantor, fora valuable consideration paid by the Grantee, the receipt of which is hereby acknowledged, has
and by these presents does grant, bargain, sell and convey unto the Grantee in fee simple, all that certain lot or parcel of
land situated in Hickory Mountain and Center Townships, Chatham County, North Carolina and more particularly described
as follows:
ALL that certain tract or parcel of land containing 272.082 acres, more or less, according to a plat entitled
"Boundary Survey of E & J Ransdell L.L.C. Property for Chatham County", prepared by McKim & Creed,
dated September 12, 2019, and recorded in Plat Slide 2019-212, Chatham County, reference to which is
hereby made for a more particular description.
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto
belonging to the Grantee in fee simple.
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee simple, has the right to
convey the same in fee simple, that title is marketable and free and clear of all encumbrances, and that Grantor will warrant
and defend the title against the lawful claims of all persons whomsoever except for the exceptions hereinafter stated.
The property hereinabove described is part of the property acquired by Grantor by instruments recorded in Book
837, Page 638; Book 1728, Page 389; and Book 1592, Page 986 of the Chatham County Registry.
Title to the property hereinabove described is subject to the following exceptions:
Easements and restrictions of record.

BK 2097 PG 0320
IN WITNESS WHEREOF Grantor has caused this instrument to be signed in its name the day and year first above
written.
E & J RANSDELL L.L.C.
By: 40, �
Name: --
Title:
STATE OF NORTH CAROLINA
COUNTY OF N,I.;�
I, a Notary Public of Qu„cij..,,ho, County and State aforesaid, certify that Qa',At a
rw Cw"'C" e,v of E & J RANSDELL L.L.C., a North Carolina limited liability company,
personally appeared before me this day and acknowledged the execution of the foregoing instrument.
Witness my hand and official stamp or seal, this %` day of 12020.
My Commission Expires: r/ N T
Prin ame:4
Notary Public
Sean Bowers
NOTARY PUBLIC
BUNCOMBE COUNTY, NC
MYCDNMSSION EXPERTS 9/3023

BK 2097 PG 0321
IN WITNESS WHEREOF Grantor has caused this instrument to be signed in its name the day and year first above
written.
PHILLIP RANSDEI,I. FAMILY LLC
Name: r1k I : a C IL4 - Sal-t�C/f /J
Title, ti e—
STATE OF NO1tTHhet' C,T A
COUNTY OF Y �1, r
I, a Notary Public of�tA County and State aforesaid, certify that
_ {vLc, a cs, g) f-v" of PHILLIP RANSDELL FAMILY LLC, a North darolina limited liability
company, personally appearede oref me this day and acknowledged the execution of the foregoing instrument,
Witness my hand and official stamp or seal
My Commission Expires:
\55t5;ei{{r.rl�r
n O
f� �\
�!rli i{15+1
1

BK 2097 PG 0322
IN WITNESS WHEREOF, the Grantors have hereunto set their hands and seals the day and year fi vti'w'rifYe%o'•,;
�pTAR�
(SEAL) a
WILLIAM G. RANSDELL, 111 (/BI r
G
LY1INE C. RANSDELL.01 ``•.•`' J��n.. 0' Irk•.,.
`p T A •��'o�'
STATE OF .
T� �a R
COUNTY OF `k_ m c°
BCD' =o
1, a Notary Public of ' County and State aforesaid, certify that WILLIAM G. RA —is'Ca
wife, LYNNE C. RANSDELL personally appeared before me this day and acknowledged the execution �•�g1Cggs,
instrument ,���'� �unNn 0'�'���``
Witness my hand and official stamp or seal, this ( day of v CL 2020.
My Commission Expires:
Prin ame7
Notary Public

BK 2097 PG 0323
IN WITNESS WHEREOF, the Grantors have 7tLtw-
BERNARDheir h s th day and year first above written.
(�
(SEAL)
F.LEOD, lli
AEAL)Aw'u-11 �- "/ -
ELAINE P. MCLEOD
STATE OF Pt-,>d t to
COUNTY OF e-' Q L _i t V
1, it Notary Public of CGt.t_! i` lZ County and State aforesaid, certify that BERNARD F. MCLEOD, III and
wife, ELAINE P. MCLEOD personally appeared before me this day and acknowledged the execution of the foregoing
instrument.
Witness my hand and official stamp or seas, this day of JA f.JV "1 FLY 2020.
My Commission Expires: y S? 3�f Z 2_ f 27
Printed Name:
Notary Public
j;0 4" Not Public State of Fiorick
?iri MikulifteC
My Commission Gr. 25187.1 '.
a hd Expires 08122=22

BK 2097 PG 0324
IN WITNESS WHEREOF, the Grantors have hereunto set their hands and seals the day and year first above written.
(SEAL)
ILEY STEWART MCLEOD ,
C.
STATE OF N (✓
L)
COUNTY OF ► v+,
1 a Nota Public of v °� County and State aforesaid, certify that
(A f0C- , personally appeared before me this day and acknowledged the
execution of the foregoinj instrument.
Witness my hand and official stamp or seal, this day of Q 2020.
--7AOAA P1±AZ1--,
My Commission Expires:;tt%vis
Vrl�rinted Name: 1
%j,*tary Public
s 3 L'a�:.�

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WWWWWSFINLET PROTECTION (TYP.)SEE DETAIL SHEET C 8.4PROPOSED PERMANENT DITCH WITHS75 EROSION CONTROL BLANKETPROPOSED SILT / TREEPROTECTION FENCESEE DETAIL SHEET C8.3CONSTRUCTION LIMITS(TYP.)SILT FENCE(TYP.)TEMPORARY CLEAN WATER DIVERSIONDITCH WITH STRAW W/TACK COATEXISTING BOUNDRY(TYP.)TEMPORARY TOPSOILSTOCKPILE AREARIPRAP STILLING BASINSEE DETAIL SHEET C8.4EXCESS DIRTSTOCKPILE AREATEMPORARY TOPSOILSTOCKPILE AREASILT FENCE (TYP.)SEE DETAIL SHEET C8.3SILT / TREE FENCE (TYP.)SEE DETAIL SHEET C8.3PROPOSED CONSTRUCTION LIMITS (TYP.)FUTURE SEPTIC FIELD LOCATIONPROPOSED 60" CULVERTW/ HEADWALLTEMPORARY CONSTRUCTIONENTRANCE (TYP.)SEE DETAIL SHEET C8.3SILT FENCE OUTLET (TYP.)SEE DETAIL SHEET C8.3TO SEPTIC FIELDSEDIMENT PONDTO BE FILLEDWHEN APPROVEDSEDIMENT PONDTO BE FILLEDWHEN APPROVED480 485475470465460455455
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479465460461465460461475475470466 450455460MARY B. ELLISDB. 405, PG. 120AKPAR: 12486450445 450445CONSTRUCTION LIMITS(TYP.)PERMANENT SCMOUTLET STRUCTURESS
SS
SS
SS
SSRIPRAP PROTECTIONNOTE:WETLANDS EXIST TO THE NE OF THE SITE; HOWEVER,NONE WILL BE IMPACTED FOR THIS PROJECT445
PROPOSED ANCILLARY BLDG.PROPOSED EMERGENCYOPERATIONS CENTER BLDG.161 Leverington Ave, Suite 105Philadelphia, PA 19127p: 215 482 7440f: 215 482 7441www.sgarc.comConsultants:Professional Seal:Owner:Drawing Title:Drawing Number:DATE:SG PROJECT NUMBER:ISSUED FOR:NO.DESCRIPTIONDATENew Construction of:Key Plan:57 Grant Drive, Suite EPittsboro, NC 27312p: 919 533 6472www.mhaworks.comChatham County Emergency
Operations and Communications
Center
112 Innovation Way
Pittsboro, 2731207/09/202019-027100% DESIGN DEVELOPMENT SUBMISSION - NOT FOR CONSTRUCTIONChatham County, NorthCarolina12 East Street, P.O. Box 1809Pittsboro, NC 27312Civil:MEP:Structural Engineer153 East King Sreet, Suite 211-212Lancaster, PA 17602100 East Main Street, Suite 301Salisbury, MD 21801115 Mackenan DriveCary, NC 27511WITHERSRAVENELRMF ENGINEERINGSCHRADERGROUP(919) 469-3340(443) 736-1638(717) 299-8965N
O
R
TH CAROLINADAVE D. BARTON
E
PR
OFESSIONALENGINEER SEAL031365PRELIMINARYNOT APPROVED FORCONSTRUCTIONk:\19\19-0740\190747-chatham emergency operations center\CAD\development plans\C7.1 Erosion Control Stage 2.dwg- Tuesday, July 21, 2020 5:11:45 PM - MARCUS, KEVIN
WithersRavenel115 MacKenan Drive | Cary, NC 27511t: 919.469.3340 | license #: C-0832 | www.withersravenel.comEngineers | Planners | SurveyorsWithersRavenel115 MacKenan Drive | Cary, NC 27511t: 919.469.3340 | license #: C-0832 | www.withersravenel.comEngineers | Planners | SurveyorsGRAPHIC SCALE1 inch = 50 ft.5002550100EROSION CONTROL MAINTENANCE PLAN1.ALL EROSION AND SEDIMENTATION CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION FOLLOWINGEVERY RUNOFF-PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BEMADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.2.SEDIMENT WILL BE REMOVED FROM THE SKIMMER BASINS AND SILT FENCE OUTLETS WHEN STORAGE CAPACITY HAS BEENAPPROXIMATELY 50% FILLED. GRAVEL WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINSPROPERLY.3.SEDIMENT WILL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT BECOMES ABOUT 6-INCHES DEEP AT THE FENCE. THESILT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER.4.ALL SEEDED AREAS WILL BE FERTILIZED, RE-SEEDED AS NECESSARY, AND MULCHED ACCORDING TO THE SPECIFICATIONS INTHE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER.5.IT IS THE CONTRACTOR'S RESPONSIBILITY TO SEE THAT THE CONSTRUCTION ENTRANCE PADS ARE PROPERLY MAINTAINEDSO THAT MUD IS NOT TRACKED ONTO ADJACENT STREETS.6.SEE DETAILS ON SHEETS C8.3 - C8.5 FOR ADDITIONAL MAINTENANCE REQUIREMENTS AND SPECIFICATIONS.NC GROUND COVER REQUIREMENTTHE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVECOVER OR OTHER ADEQUATE EROSION-CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED WILL, WITHIN7 OR 14 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING, BE PLANTED OR OTHERWISE PROVIDED WITH TEMPORARYGROUNDCOVER, DEVICES OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. PERMANENT GROUNDCOVER WILL BE PROVIDEDFOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR NO MORE THAN 90 CALENDAR DAYS (WHICHEVER IS SHORTER)FOLLOWING COMPLETION OF CONSTRUCTION.STORM DRAINAGE/GRADING NOTES:1.ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE, AND AS SHOWN ON THESE PLANS. THE CONTRACTOR SHALLMAINTAIN ADEQUATE SITE DRAINAGE DURING ALL PHASES OF CONSTRUCTION. IN ADDITION TO THE MEASURES SHOWN INTHESE PLANS, THE CONTRACTOR SHALL USE INTERIM DIVERSION DITCHES, BERMS, OR OTHER METHODS AS REQUIRED TODIRECT DRAINAGE AS SHOWN ON THESE PLANS AND TO PREVENT SILT AND CONSTRUCTION DEBRIS FROM FLOWING ONTOADJACENT PROPERTIES OR ROADWAYS.2.CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANIES FOR ANY REQUIRED UTILITY ADJUSTMENTS AND/ORRELOCATIONS.3.ALL MATERIALS USED FOR BACKFILL SHALL BE FREE OF WOOD, ROOTS, ROCKS, BOULDERS, OR ANY OTHERNON-COMPATIBLE SOIL TYPE MATERIAL. UNSATISFACTORY MATERIALS ALSO INCLUDE MAN-MADE FILLS AND REFUSEDEBRIS DERIVED FROM ANY SOURCE. ALL FILL MATERIAL SHALL BE TESTED AND APPROVED BY PROJECT GEOTECHNICALENGINEER. ALL FILL SHALL BE PLACED IN ACCORDANCE WITH PROJECT GEOTECHNICAL ENGINEER DIRECTION ANDRECOMMENDATIONS. TESTING RESULTS SHALL BE PROVIDED TO OWNER TO VERIFY PROPER PLACEMENT.4.MATERIALS USED TO CONSTRUCT EMBANKMENTS FOR ANY PURPOSE, BACKFILL AROUND DRAINAGE STRUCTURES, OR INUTILITY TRENCHES FOR ANY OTHER DEPRESSION REQUIRING FILL OR BACKFILL SHALL MEET THE REQUIREMENTS OF THEFINAL GEOTECHNICAL REPORT RECOMMENDATIONS.5.THE CONTRACTOR SHALL, PRIOR TO ANY OPERATIONS INVOLVING FILLING OR BACKFILLING, SUBMIT THE RESULTS OF THEPROCTOR TEST TOGETHER WITH A CERTIFICATION THAT THE SOIL TESTED IS REPRESENTATIVE OF THE MATERIALS TO BEUSED ON THE PROJECT. TESTS SHALL BE CONDUCTED BY A CERTIFIED MATERIALS TESTING LABORATORY ANDCERTIFICATIONS MADE BY A LICENSED PROFESSIONAL ENGINEER REPRESENTING THE LABORATORY. ALL SOIL USED SHALLBE IN ACCORDANCE WITH PROJECT GEOTECHNICAL ENGINEER REQUIREMENTS.6.ALL DEMOLITION DEBRIS AND OTHER EXCESS MATERIAL SHALL BE HAULED OFF-SITE.7.CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FOR BLASTING ROCK IF BLASTING ROCK IS ENCOUNTERED.CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR COMPLYING WITH ALL BLASTING AND SAFETY REQUIREMENTS.8.CONTRACTOR SHALL INCLUDE IN THE CONTRACT PRICE ANY DEWATERING NECESSARY TO CONSTRUCT THE PROJECT ASSHOWN ON THE PLANS.9.THE LOCATIONS OF EXISTING STORM SEWER STRUCTURES SHOWN ON THESE PLANS ARE APPROXIMATE. WHEREPROPOSED STORM SEWER PIPING TIES TO EXISTING STRUCTURES, PIPES, SWALES, ETC., THE CONTRACTOR SHALL FIELDADJUST PROPOSED STORM SEWERS TO MATCH THE LOCATIONS OF THESE EXISTING FEATURES.GRADING NOTES1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL TEMPORARY SEDIMENTATION AND EROSIONCONTROL DEVICES SHOWN ON THE APPROVED EROSION CONTROL PLANS.2.ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE STABILIZED WITH TEMPORARY SEEDING AND MULCHINGWITHIN 30 WORKING DAYS FOLLOWING COMPLETION OF GRADING. PERMANENT SEEDING, MULCHING AND GROUNDCOVER SHALL BE APPLIED TO THE SITE FOLLOWING COMPLETION OF CONSTRUCTION.STAGE 2 EROSION CONTROL CONSTRUCTION SEQUENCE1.BEGIN MASS GRADING WORK.2.AS THE SITE IS ROUGH GRADED, REVISE DIVERSION DITCHES AS THE SITE IS BROUGHT TO FINISHED GRADE TO MAINTAIN POSITIVEFLOW TO THE SKIMMER BASINS.3.STABILIZE AREAS AS THE SITE IS BROUGHT TO DESIGN GRADE WITH SEEDING AND MULCHING. ALL GRADED AND BARE AREAS MUSTBE STABILIZED WITHIN 14 DAYS OF REACHING FINAL GRADE. STABILIZATION IS REQUIRED WITHIN 14 DAYS OF ANY INACTIVITY.4.BEGIN CONSTRUCTION OF ROADWAY AND WATERMAIN.5.SELF-INSPECTIONS FOR EROSION AND SEDIMENTATION CONTROL MEASURES ARE TO BE PERFORMED AT LEAST ONCE EVERY SEVENCALENDAR DAYS AND WITHIN 24 HOURS OF EVERY RAIN EVENT OF GREATER THAN 1 INCH. ANY NEEDED REPAIRS SHALL BE MADEIMMEDIATELY TO MAINTAIN MEASURES AS DESIGNED. ALL ESC MEASURES SHALL BE MAINTAINED AS SPECIFIED IN THECONSTRUCTION DETAILS ON THIS PLAN. A RAIN GAUGE SHALL BE INSTALLED AT THE PROJECT SITE FOR MONITORING.6.THE CONTRACTOR SHALL CONDUCT SELF-INSPECTIONS OF THE EROSION AND SEDIMENTATION CONTROL MEASURES AND COMPETETHE FOLLOWING COMBINED SELF-INSPECTION FORM FOUND ON THE DEMLR WEBSITE HTTPS://FILES.NC.GOV/NCDEQ/ENERGY%20MINERAL%20AND%20LAND%20RESOURCES/STORMWATER/NPDES%20GENERAL%20PERMITS/DEMLR-CSW-MONITORING-FORM-REV-APRIL-1-2019.PDF. TWELVE MONTHS OF COMPLETE INSPECTION FORMS SHALL BE KEPT ON-SITE AND AVAILABLE FOR INSPECTION ATALL TIMES. IT IS RECOMMENDED A COPY BE KEPT IN A PERMITS BOX.7.CLEAN BASINS WHEN HALF FULL OF SEDIMENT.8.ALL PUBLIC ROADWAY ADJACENT TO THE PROJECT SHALL BE KEPT CLEAN AT ALL TIMES DURING CONSTRUCTION.9.TEMPORARY DIVERSIONS, CHECK DAMS, SILT FENCE AND SILT FENCE OUTLET MAY BE REMOVED ONCE THE SITE IS FULLY STABILIZEDAND BASINS ARE DECOMMISSIONED AND REMOVED.10.SCHEDULE A FINAL SITE INSPECTION WITH THE NC DEPARTMENT OF ENVIRONMENTAL QUALITY INSPECTOR.11.WHEN THE PROJECT IS COMPLETE, THE PERMITTEES SHALL CONTACT DEMLR TO CLOSE OUT THE E&SC PLAN.GENERAL NOTES - EROSION CONTROL1.ALL LAND DISTURBING ACTIVITIES SHALL BE CONDUCTED IN ACCORDANCE WITH EROSION AND SEDIMENT CONTROL STANDARDS ANDPRACTICES PRESCRIBED BY THE NC DEPARTMENT OF ENVIRONMENTAL QUALITY.2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL TEMPORARY SEDIMENTATION AND EROSION CONTROL DEVICESSHOWN ON THE APPROVED PLAN.3.ALL AREAS AND SLOPES DISTURBED DURING CONSTRUCTION AND EXPOSED SHALL BE STABILIZED WITH TEMPORARY SEEDING ANDMULCHING WITHIN 14 CALENDAR DAYS OF TEMPORARILY OR PERMANENTLY SUSPENDING LAND DISTURBING ACTIVITY. PERMANENTGROUNDCOVER SHALL BE PLACED WITHIN 14 CALENDAR DAYS FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT.4.SLOPES SHALL BE NO STEEPER THAN 2:1, PREFERABLY FLATTER, FOR VEGETATIVE COVER.5.THE CONTRACTOR SHALL FAITHFULLY MAINTAIN ALL SEDIMENTATION CONTROL DEVICES AND TAKE ANY PRECAUTIONARY MEASURESTO ENSURE THAT SILT DOES NOT ENTER ANY NATURAL STREAM CHANNEL LOCATED WITHIN THE SITE. DRAINAGE CHANNELS MUSTBE CLEAN OF SEDIMENT AND STABILIZED BEFORE THE PROJECT IS RELEASED.6.TEMPORARY SILT FENCE MAY BE REQUIRED TO BE INSTALLED IN AREAS WHERE SKIMMER BASINS HAVE BEEN REMOVED, GRADED,AND SEEDED. THE SILT FENCE SHALL REMAIN IN PLACE UNTIL GRASS IS ESTABLISHED.7.THE CONTRACTOR SHALL NOT DISTURB ANY AREA LOCATED WITHIN WETLAND AREA UNLESS SPECIFICALLY SHOWN ON THE PLAN.8.RECEIVING WATERCOURSE : JORDAN LAKE (WATER SUPPLY WATERSHED)9.THE CONTRACTOR SHALL SUBMIT DOCUMENTATION REQUIRED UNDER THE SITE NPDES STORMWATER PERMIT OF CONSTRUCTIONACTIVITY (NCG010000) TO STORMWATER INSPECTIONS THROUGHOUT THE PROJECT.STOCKPILE MAINTENANCE:1.SEEDING OR COVERING STOCKPILES WITH TARPS OR MULCH IS REQUIRED AND WILL REDUCE EROSION PROBLEMS.TARPS SHOULD BE KEYED IN AT THE TOP OF THE SLOPE TO KEEP WATER FROM RUNNING UNDERNEATH THEPLASTIC.2.IF A STOCKPILE IS TO REMAIN FOR FUTIRE USE AFTER THE PROJECT IS COMPLETE (BUILDERS, ETC.), THE FINANCIALRESPONSIBLE PARTY MUST NOTIFY WAKE COUNTY OF A NEW RESPONSIBLE PARTY FOR THAT STOCKPILE.3.THE APPROVED PLAN SHALL PROVIDE FOR THE USE OF STAGED SEEDING AND MULCHING ON A CONTINUAL BASISWHILE THE STOCKPILE IS IN USE.4.ESTABLISH AND MAINTAIN A VEGETATIVE BUFFER AT THE TOE OF THE SLOPE (WHERE PRACTICAL).SILT FENCETEMPORARY DIVERSION LIMITS OF DISTURBANCECONSTRUCTION ENTRANCELODSF/TPSILT FENCE OUTLETROCK CHECK DAM>TDEROSION CONTROL LEGENDSKIMMER & OUTLET PIPEBASIN BAFFLESXXXXXXXXXXXXXXXXXXXXEROSION CONTROLSTAGE 2C7.1
NCNHDE-12470
July 14, 2020
Troy Beasley
Withers & Ravenel
115 MacKenan Drive
Cary, NC 27511
RE: Chatham County EOC; 02190747.00
Dear Troy Beasley:
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, Clean Water Management Trust 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 [e-mail] or 919-707-8603.
Sincerely,
NC Natural Heritage Program
Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Within a One-mile Radius of the Project Area
Chatham County EOC
Project No. 02190747.00
July 14, 2020
NCNHDE-12470
Element Occurrences Documented Within a One-mile Radius of the Project Area
Taxonomic
Group
EO ID Scientific Name Common Name Last
Observation
Date
Element
Occurrence
Rank
Accuracy Federal
Status
State
Status
Global
Rank
State
Rank
Amphibian 9662 Hemidactylium
scutatum
Four-toed Salamander 1989-10-22 H 3-Medium ---Special
Concern
G5 S3
Natural
Community
9298 Xeric Hardpan Forest
(Acidic Hardpan
Subtype)
---2010 C 2-High ------G2 S1
Natural Areas Documented Within a One-mile Radius of the Project Area
Site Name Representational Rating Collective Rating
Lessler Montmorillonite Forest R3 (High)C4 (Moderate)
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 https://ncnhde.natureserve.org/help. Data query generated on July 14, 2020; source: NCNHP, Q2 Apr 2020. 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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Page 3 of 3
Endangered Species, Threatened Species, and Candidate Species,
Chatham County, North Carolina
Updated: 07-17-2020
Critical Habitat Designations:
Cape Fear shiner - Notropis mekistocholas - Approximately 4.1miles of the Rocky River from North Carolina
State Highway 902 Bridge downstream to Chatham County Road 1010 Bridge; and approximately 0.5river mile
of Bear Creek, from Chatham County Road 2156 Bridge downstream to the Rocky River, then downstream in
the Rocky River (approximately 4.2river miles) to the Deep River, then downstream in the Deep River
(approximately 2.6river miles) to a point 0.3river mile below the Moncure, North Carolina, U.S.Geological
Survey Gaging Station. Constituent elements include clean streams with gravel, cobble, and boulder substrates
with pools, riffles, shallow runs and slackwater areas with large rock outcrops and side channels and pools with
water of good quality with relatively low silt loads.
Federal Register Reference: September 25, 1987, Federal Register, 2: 36034-36039.
Common Name
Vertebrate:
Scientific name
Bald eagle Haliaeetus leucocephalus
Cape Fear shiner Range by Basin Notropis mekistocholas
Red -cockaded woodpecker Picoides borealis
Invertebrate:
Atlantic pigtoe Range by Basin
Brook floater
Septima's clubtail
Vascular Plant:
Harperella
Nonvascular Plant:
Lichen:
Fusconaia masoni
Alasmidonta varicosa
Gomphus septima
Ptilimnium nodosum
Federal Record Status
Status
BGPA Current
E Current
E Current
ARS
Current
ARS
Current
ARS
Current
E Current

Definitions of Federal Status Codes:
E = endangered. A taxon "in danger of extinction throughout all or a significant portion of its range."
T = threatened. A taxon "likely to become endangered within the foreseeable future throughout all or a
significant portion of its range."
C = candidate. A taxon under consideration for official listing for which there is sufficient information to support
listing. (Formerly "C V candidate species.)
BGPA =Bald and Golden Eagle Protection Act. See below.
ARS = At Risk Species. Species that are Petitioned, Candidates or Proposed for Listing under the Endangered
Species Act. Consultation under Section 7(a)(2) of the ESA is not required for Candidate or Proposed species;
although a Conference, as described under Section 7(a)(4) of the ESA is recommended for actions affecting
species proposed for listing.
T(S/A) = threatened due to similarity of appearance. A taxon that is threatened due to similarity of appearance
with another listed species and is listed for its protection. Taxa listed as T(S/A) are not biologically endangered
or threatened and are not subject to Section 7 consultation. See below.
EXP = experimental population. A taxon listed as experimental (either essential or nonessential). Experimental,
nonessential populations of endangered species (e.g., red wolf) are treated as threatened species on public land,
for consultation purposes, and as species proposed for listing on private land.
P = proposed. Taxa proposed for official listing as endangered or threatened will be noted as "PE" or "PT",
respectively.
Bald and Golden Eagle Protection Act (BGPA)_
In the July 9, 2007 Federal Register( 72:37346-37372), the bald eagle was declared recovered, and removed (de-
listed) from the Federal List of Threatened and Endangered wildlife. This delisting took effect August 8,2007.
After delisting, the Bald and Golden Eagle Protection Act (Eagle Act) (16 U.S.C. 668-668d) becomes the
primary law protecting bald eagles. The Eagle Act prohibits take of bald and golden eagles and provides a
statutory definition of "take" that includes "disturb". The USFWS has developed National Bald Eagle
Management Guidelines to provide guidance to land managers, landowners, and others as to how to avoid
disturbing bald eagles. For mor information, visit http://www.fws.gov/migratorybirds/baldeagle.htm
Threatened due to similarity of appearance(T(S/A))_
In the November 4, 1997 Federal Register (55822-55825), the northern population of the bog turtle (from New
York south to Maryland) was listed as T (threatened), and the southern population (from Virginia south to
Georgia) was listed as T(S/A) (threatened due to similarity of appearance). The T(S/A) designation bans the
collection and interstate and international commercial trade of bog turtles from the southern population. The
T(S/A) designation has no effect on land management activities by private landowners in North Carolina, part of
the southern population of the species. In addition to its official status as T(S/A), the U.S. Fish and Wildlife
Service considers the southern population of the bog turtle as a Federal species of concern due to habitat loss.
Definitions of Record Status:
Current - Based on NC Natural Heritage Program information, this taxon is considered to be extant in the
county.
Historical - Based on NC Natural Heritage Program information, this taxon is considered to be historical in the
county, meaning that all recorded occurrences are either extirpated, have not been found in recent surveys, or
have not been surveyed recently enough to be confident they are still present.
Obscure - the date and/or location of observation is uncertain.
Incidental/migrant - the species was observed outside of its normal range or habitat.
Probable/potential - the species is considered likely to occur in this county based on the proximity of known
records (in adjacent counties), the presence of potentially suitable habitat, or both.