HomeMy WebLinkAbout20160346 Ver 1_Application_20160408Carpenter,Kristi
From:
Sent:
Montague, Heather W
Friday, April 08, 2016 2:25 PM
To: Carpenter,Kristi
Cc: Ridings, Rob; Alsmeyer, Eric C SAW; Harper, Aaron A; Lee, Jason W; Elliott, Dennis R
Subject: WQC application - SR 1407 (Rueben Hart Road) Granville County
Attachments: SR 1407 Rueben Hart Road Granville permit application packet.pdf
Follow Up Flag:
Flag Status:
WBS 5C.039060
Follow up
Completed
Please email me a copy of the WQC when issued. Also please address WQC to Mr. J.R. Hopkins, P.E., Division Engineer
instead ofjustJ. Hopkins (missing the R). Thanks.
By copy of this email I am notifying the USACE of the intent to use a non-reporting NWP 14. NCDOT staff, this email is to
for your information only so that you know this project is in the application phase. Once the permits are received I'll
distribute copies.
Heather W. Montague
Environmental Specialist
Division 5
North Carolina Department of Transportation
252 492 0111 office
919 691 1596 mobile
hwmontaque(cancdot.qov
2612 North Duke Street
Durham, NC 27704
�M i �M � .� �
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties.
Transportatlon
PAT McCRORY
Govemor
NICHOLASJ.TENNYSON
Secremry
N.C. Division of Water Resources
Transportation Permitting Unit
1650 MSC-Archdale Building
Raleigh, NC 27699-1650
Attention:
Subject:
April 8, 2016
Mr. Rob Riding, NCDOT Project Coordinator
Proposed roadway construction and replacement of a structures at five
crossings conveying unnamed tributaries to Little Johnson Creek on SR 1407
(Rueben Hart Road) in Granville County. WBS No. 5C.039060.
The North Carolina Department of Transportation (NCDOT) proposes to construct SR 1407
(Rueben Hart Road) in Granville County. This roadway improvement project will include
grade, drain, base, pave, and erosion control for the project length of 2.0 miles. This project
will involve permanent stream impacts including surface water fill associated with pipe
replacements and rip rap armoring for bank stabilization as well as temporary stream
impacts for dewatering. This project is within the Roanoke River Basin and does not
involve buffer impacts. Application is hereby made for NCDENR-DWR Section 401 Water
Quality Certification (WQC) for Road Improvements. A pre-construction notification,
construction plan sketches, project mapping, and photographs are attached with this
request. By copy of this letter we are notifying the USACE of the intent to work under a
non-reporting NWP 14. If you have any questions or need additional information, p]ease
contact Mrs. Heather Montague at (252)492-0111 or hwmontagueC�ncodot.gov.
cc:
Sincerely,
�a� w ��-'�
for J.R. Hopkitts, P.E.
Division Engineer
Mr. Eric Alsmeyer, NCDOT Coordinator, U.S. Army Corps of Engineers
Mr. Aaron Harper, EI; NCDOT REU Field Operations Staff Engineer
Mr. Mark Craig, P.E.; NCDOT DIV 5 District 2 Engineer
Mr. Jason Lee, NCDOT Granville County Maintenance Engineer
�Nothing Compares%�
Sute of North Caroline I Depamnev[ ofTnnspormtio� I Divisio� Five Office
2672 Nonh Duke Stree� I CS p 17-27-03 I Durham, North Carolina 27704
919-220-4600 Telephone I 919-560d377 Pax
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Secondary Roads Program
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Secondary Roads Progrem
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Secondary Roads Program
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Secondary Roads Program
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Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre-Construction Notification PCN) Form
A. A licant Information
1. Processing
1 a. Type(s) of approval sought from the
Corps: non-reporting � Section 404 Permit ❑ Section 10 Permit
1b. Specify Nationwide Permit (NWP) number: non-reporting NWP 14 or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps? ❑ Yes � No
1d. Type(s) of approval sought from the DWQ (check all that apply):
� 401 Water Quality Certifcation — Regular ❑ Non-404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e. Is this notification solely for the record For the record only for DWQ 401 For the record only for Corps Permit:
because written approval is not required? Certification:
❑ Yes � No � Yes ❑ No
1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation � Yes � No
of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu
fee program.
1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1h ❑ Yes � No
below.
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes � No
2. Project Information
2a. Name of project: Proposed upgrading and paving SR 1407 (Rueben Hart Road)
2b. Counry: Grenville
2c. Nearest municipality / town: Oak Hill
2d. Subdivision name: N/A
2e. NCDOT only, T.I.P. or state WgS No. 5C.039060
project no:
3. Owner Information
3a. Name(s) on Recorded Deed: NCDOT Division 5
3b. Deed Book and Page No. N/A
3c. Responsible Party (for LLC if N�A
applicable):
3d. Street address: 2612 N. Duke Street
3e. City, state, zip: Durham, NC 27704
3f. Telephone no.: (919)220-4600
3g. Fax no.: (919)560-3371
3h. Email address: ihopkins(a�ncdot.qov
4. Applicant Information (if different from owner) N/A
5. Agent/Consultant Information (if applicable) N/A
Page 1 of 11
PCN Form — Version 1.3 December 10, 2008 Version
B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): N/A
1b. Coordinates (in decimal degrees):
Site 1: Latitude: 36.4855 Longitude: -78.7029
Site 2: Latitude: 36.4883 Longitude: -78.7054
Site 3: Latitude: 36.4894 Longitude: -78.7073
Site 4: Latitude: 36.4920 Longitude: -78.7076
Site 5: Latitude: 36.5018 Longitude: -78.7082
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size:
14.54ac (2.Omi long project with 60ft ROW )
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to UTs to Johnson Creek
proposed project:
2b. Water Quality Classification of nearest receiving water. C
2c. River basin: Roanoke
3. Project Description
3a. 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 existing pipes need to be replaced to support road improvements. Sites are surrounded by wooded land agricultural
land.
3b. List the total estimated acreage of all existing wetlands on the property:
NONE
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
420LF total: 1 SOft (at Site 1) and 60ft (at Sites 2, 3, 4, and 5)
3d. Explain the purpose of the proposed project: The pipe replacements will facilitate road improvements through the
crossings.
3e. Describe the overall project in detail, including the type of equipment to be used:
At Site 1: The existing 34ft long pipe will be replaced with a 68ft pipe on a skew to best fit the stream. A channel change
will be required on the inlet and the outlet end. For long term stability the stream in the ditch on the inlet end will be
armored with rip rap underlined with geotextile. Rip rap will be installed underlined with geotextile for long term stability
surrounding the mouths of the new pipe ends. At Site 2: The existing 27ft pipe will be replaced with a 52ft pipe. Rip rap
will be installed underlined with geotextile for long term stability surrounding the mouths of the new pipe ends. At Site 3:
The existing 30ft pipe will be replaced with a 52ft pipe. Rip rap will be installed underlined with geotextile for long term
stability surrounding the mouths of the new pipe ends. At Site 4: The existing 40ft pipe will be replaced with a 56ft pipe.
Rip rap will be installed underlined with geotextile for long term stability surrounding the mouths of the new pipe ends. At
Site 5: The existing 42ft pipe will be replaced with a 60ft pipe. Rip rap will be installed underlined with geotextile for long
term stability surrounding the mouths of the new pipe ends. Additionally here some rip rap in the Flow line may be
needed to repair any bed scour on the outlet and to provide stability behveen the farm path pipe and the roadway pipe.
This entire opening on the inlet is shown as fill in case it is decided that a junction box is needed here. The NCDOT will
also dewater each work zones as needed during construction. The replacement pipe sizes will be based on Hydraulic
recommendations and maintenance inventory. Equipment may include an excavator, a backhoe, a bulldozer, and
rader.
Page 2 of 11
PCN Form — Version 1.3 December 10, 2008 Version
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property / � Yes � No ❑ Unknown
project (including all prior phases) in the past?
Comments: N/A
4b. If the Corps made the jurisdictional determination, what type � preliminary ❑ Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: N/A
Name (if known): N/A Other: N/A
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
N/A
5. Project History
5a. Have permits or certifications been requested or obtained for � Yes � No ❑ Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
N/A
6. Future Project Plans
6a. Is this a phased project? ❑ Yes � No
6b. If yes, explain.
N/A
C. Proposed Impacts Inventory
1. Impacts Summary
1a. Which sections were completed below for your project (check all that apply):
❑ Wetlands � Streams - tributaries � Buffers
❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a. 2b. 2c. 2d. 2e. 2f.
Wetland impact Type ofjurisdiction
number — Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact
Permanent (P) or (if known) DWQ — non-404, other) (acres)
Tem ora T
W1 ❑ P❑ T N/A N/A ❑ Yes ❑ Corps N/A
❑ No ❑ DWQ
2g. Total Wetland Impacts: NONE
Page 3 of 11
PCN Form — Version 1.3 December 10, 2008 Version
2h. Comments: Although the soils are mapped as hydric at Site 1, this crossing has been significantly altered from the
conditions that existed when the USACE and NCDWQ met onsite in 2008 thereby eliminating the wetlands adjacent to the
roadway on the pipe outlet an reducing the wetlands to the pipe inlet. Additionally the proposed construction has been
reduced to hold to the existing gravel width and the proposed new pipe length is shorter allowing for this pipe replacement and
road improvements to completely avoid wetland impacts.
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a. 3 b. 3c. 3 d. 3e. 3f. 3g.
Stream impact Type of impact Stream name Perennial Type ofjurisdiction Average Impact
number - (PER) or (Corps - 404, 10 stream length
Permanent (P) or intermittent DWQ — non-404, width (linear
Temporary (T) (INT)? other) (feet) feet)
Site 1� P❑ T fill UT to � PER � Corps 3 130
Stream 1 (channel change) Johnson Creek ❑ INT � DWQ concurrent
Site 1� P❑ T rip rap on banks UT to � PER � Corps 3 10
Stream 1 (if needed) Johnson Creek ❑ INT � DWQ concurrent
Site 1❑ P� T dewatering UT to � PER � Corps 3 140
Stream 1 Johnson Creek ❑ INT � DWQ
Site 2� P❑ T fill UT ta Johnson ❑ PER � Corps 2 25
Stream 2 Creek � INT � DWQ concurrent
Site 2� P❑ T rip rap on banks UT to ❑ PER � Corps 20
Stream 2 (if needed) Johnson Creek � INT � DWQ 2 concurrent
Site 2❑ P� T dewatering UT to ❑ PER � Corps 2 45
Stream 2 Johnson Creek � INT � DWQ
Site 3� P❑ T UT to Johnson ❑ PER � Corps 22
Stream 2 fill Creek � INT � DWQ 2 concurrent
Site 3� P❑ T rip rap on banks UT to ❑ PER � Corps 20
Stream 2 (if needed) Johnson Creek � INT � DWQ Z concurrent
Site 3❑ P� T dewatering UT to ❑ PER � Corps Z 42
Stream 2 Johnson Creek � INT � DWQ
Site Str�eam 2❑ T fill UT tC eoeknson � NT � DWQ Z conc urent
Site 4� P❑ T rip rap on banks UT to ❑ PER � Corps 2 20
Stream 2 (if needed) Johnson Creek � INT � DWQ concurrent
Site 4❑ P� T dewatering UT to ❑ PER � Corps 2 36
Stream 2 Johnson Creek � INT � DWQ
Site 5� P❑ T rip rap fill bed scour UT to Johnson ❑ PER � Corps 38
Stream 2 (inlet and outlet) Creek � INT � DWQ 2 concurrent
Site 5� P❑ T rip rap on banks UT to ❑ PER � Corps overlaps
Stream 2 (if needed) Johnson Creek � INT � DWQ 2 with
above
Site 2❑ P� T dewatering UT to ❑ PER � Corps Z 38
Stream 2 Johnson Creek � INT � DWQ
3h. Total stream and tributary impacts 301
3i. Comments:
Page 4 of 11
PCN Form — Version 1.3 December 10, 2008 Version
4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a. 4b. 4c. 4d. 4e.
Open water Name of
impact number — waterbody Type of impact Waterbody type Area of impact (acres)
Permanent (P) or (if applicable)
Tem ora T
01 ❑ P❑ T N/A N/A N/A N/A
4f. Total open water impacts NONE
4g. Comments: N/A
5. Pond or Lake Construction
If ond or lake construction ro osed, then com lete the chaR below.
5a. 5b. 5c. 5d. 5e.
Wetland Impacts (acres) Stream Impacts (feet) Upland
Pond ID Proposed use or purpose of (acres)
number pond
Flooded Filled Excavated Flooded Filled Excavated Flooded
P1 N/A N/A N/A N/A N/A N/A N/A N/A
P2
5f. Total NONE NONE NONE NONE NONE NONE NONE
5g. Comments: N/A
5h. Is a dam high hazard permit required?
❑ Yes � No If yes, permit ID no: N/A
5i. Expected pond surface area (acres): N/A
5. Size of pond watershed (acres): N/A
5k. Method of construction: N/A
Page 5 of 11
PCN Form — Version 1.3 December 10, 2008 Version
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If an im acts re uire miti ation, then ou MUST fill out Section D of this form.
6a.
❑ Neuse ❑ Tar-Pamlico ❑ Other:
Project is in which protected basin? ❑ Catawba ❑ Randleman
6b. 6c. 6d. 6e. 6f. 6g.
Bufferimpact
number — Reason for Buffer Zone 1 impact Zone 2 impact
Permanent (P) or impact Stream name mitigation (square feet) (square feet)
Tem ora T re uired7
Site 1❑ P❑ T N�A ❑ Yes N�A N/A
Buffer Impact 1 � No
Site 2❑ P❑ T N/A ❑ Yes N�A N/A
Buffer Impact 2 � No
6h. Total buffer impacts NONE NONE
6i. Comments: N/A
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project
-the scope of the channel changes and pipe replacements are only the minimal amount necessary to construction the road
-the use of ri ra armorin is onl the amount necessa to ensure lon term stabili
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Sediment and erosion control Best Management Practices for protection of surface waters will be enforced during project
construction.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for ❑ Yes � No
impacts to Waters of the U.S. or Waters of the State?
2b. If yes, mitigation is required by (check all tha[ apply): ❑ DWQ ❑ Co�pS
❑ Mitigation bank
2c. If yes, which mitigation option will be used for this project? ❑ Payment to in-lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank: N/A
3b. Credits Purchased (attach receipt and letter) Type N/A Quantity N/A
Page 6 of 11
PCN Form — Version 1.3 December 10, 2008 Version
3c. Comments: N/A
4. Complete if Making a Payment to In-lieu Fee Progrem
4a. Approval letter from in-lieu fee program is attached. ❑ Yes
4b. Stream mitigation requested: N/A linear feet
4c. If using stream mitigation, stream temperature: ❑ warm ❑ cool ❑cold
4d. Buffer mitigation requested (DWQ only): N/A square feet
4e. Riparian wetland mitigation requested: N/A acres
4f. Non-riparian wetland mitigation requested: N/A acres
4g. Coastal (tidal) wetland mitigation requested: N/A acres
4h. Comments: N/A
5. Complete if Using a Permittee Responsibte Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
N/A
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. W ill the project result in an impact within a protected riparian buffer that requires ❑ Yes � No
buffer mitigation?
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
6c. 6d. 6e.
Zone Reason for impact Total impact Multiplier Required mitigation
(square feet) (square feet)
Zone 1 N/A N/A 3(2 for Catawba) N/A
Zone 2 N/A N/A 1.5 N/A
6f. Total buffer mitigation required: NONE
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund). N/A
6h. Comments: N/A
Page 7 of 11
PCN Form — Version 1.3 December 10, 2008 Version
E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1 a. Does the project include or is it adjacent to protected riparian buffers identified � Yes � No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
Comments: this pipe replacement will not alter storm water runoff at this site, no new ❑ Yes � No
ditches will be cut through the buffers
2. Stormwater Mana ement Plan
2a. What is the overall percent imperviousness of this project? <20 %
2b. Does this project require a Stormwater Management Plan? ❑ Yes � No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why: no new ditches will be cut through buffers
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan: N/A
❑ Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan? ❑ DWQ Stormwater Program
❑ DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project7 N/A
❑ Phase II
3b. Which of the following locally-implemented stormwater management programs ❑ NSW
apply (check all that apply):
❑ USMP
❑ Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been ❑ Yes ❑ No
attached? N/A
4. DWQ Stormwater Pro ram Review
❑ Coastal counties
❑ HQW
4a. W hich of the following state-implemented stormwater management programs apply � ORW
(check all that apply): N/A ❑ Session Law 2006-246
❑ Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached? N/A ❑ Yes ❑ No
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements? N/A � Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met? N/A ❑ Yes ❑ No
Page 8 of 11
PCN Form — Version 1.3 December 10, 2008 Version
F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1a. Does the project involve an expenditure of public (federal/state/local) funds or the � Yes ❑ No
use of public (federal/state) Iand7
1 b. 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 ❑ Yes � No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA fnal approval
letter.) ❑ Yes ❑ No
Comments: N/A
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ❑ Yes � No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after-the-fact permit application? ❑ Yes � No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s): N/A
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in � Yes � No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
N/A
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
N/A
Page 9 of 11
PCN Form — Version 1.3 December 10. 2008 Version
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?
The US Fish and Wildlife Service has developed a programmatic biological
opinion (PBO) in conjunction with the Federal Highway Administration
(FHWA), the US Army Corps of Engineers (USACE), and NCDOT for the
Northern Long-eared Bat (NLEB) in eastern North Carolina. The PBO
covers the entire NCDOT program in Divisions 1-8, including all NCDOT
projects and activities. The programmatic determination for NLEB for the
NCDOT program in Divisions 1-8 is "May Affect, Likely to Adversely � Yes ❑ No
Affect." The PBO will provide incidental take coverage for NLEB and will
ensure compliance with Section 7 of the Endangered Species Act for five
years for all NCDOT projects with a federal nexus in Divisions 1-8, which
includes Wake County, where the project is located. Project requirement
for P80 compliance: the contract administrator for construction must
submit to the NCDOT Natural Environment Section (Biological Surveys
Group) the actual amount of tree clearing that occurred for the project.
That information must be sent before the project is completed and should
be reported in tenths of acres.
5b. Have you checked with the USFWS concerning Endangered Species Act � Yes � No
impacts?
❑ Raleigh
5c. If yes, indicate the USFWS Field Offce you have contacted.
❑ Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
http://www.fws.qov/nc-es/es/countvfrhtml and NC Natural Heritage Program Database, Element Occurrences;
No habitat exists for Harperella, Dwarf-wedge mussel, nor smooth coneFlower. Neither was any species observed onsite.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish � Yes � No
habitat?
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
http://ocean.floridamarine.orq/efh coral/imslviewechtm
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 � Yes � No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
HPO's historic layer using GIS ArcView database, SHPO's webpage http://qis.ncdcr.qov/hpoweb/, and PDEA HEU review
Page 10 of 11
PCN Form — Version 1.3 December 10, 2008 Version
8. Flood Zone Designation (Corps Requirement)
Sa. W ill this project occur in a FEMA-designated 100-year floodplain? ❑ Yes � No
Sb. If yes, explain how project meets FEMA requirements: N/A
8c. What source(s) did you use to make the floodplain determination? http://fris.nc.qov/fris/Home.aspx7ST=NC
fo. J. R. Hopkins, P.E. �n �%�py� 04/O8/16
ApplicanUAgenPs Signatur � Date
ApplicanUAgenYs Printed Name (AgenYs slgneture is valld only If an authoiizaHon let nom the appitcant
is orovidedJ .
Page 11 of 11
PCN Form — Version 1.3 December 10, 2008 Version
..�,.....__...„ .............. . ..
15-04-0006
HISTORIC ARCHITECTURE AND LANDSCAPES
NO SURVEY REQUIRED FORM
This form only pertains to Historic Architecture and Landscapes for this project. It
is not valid for Archaeological Resources. You must consult separately with the
Archaeology Group.
Project No: I
WBS No.: 5C.039011
Fed Aid No:
PROJECT INFORMA'
Counry:
Document
Fun�ling:
Granville
X State Federal
Federal X Yes No Permit NWP 14
Permit(s): Type(s):
ProiecrDescrintion: Grade, drain, base, and pave SR 1407 (Rueben Hart Road),
including ROW clearing and erosion control (no off-site detour planned).
SUMMARY OF HISTORIC ARCHITECTURE AND LANDSCAPES REVIF,W
DESCR/PT/ONOFREV/EWACTIV/T/ES. RESULTS, AND coNc�uSloNs: HPOWeb reviewed on 9 April 2015
and yielded no NR, SL, SS, LD, or DE properties in the Area of Potential Effects (APE). A previously
surveyed properry, the Overton House (GV0121) is nearby to the west of the project area, but well
outside the APE. Granville County current GIS mapping, aerial photography, and tax information
indicated a mostly wooded APE with small cultivated fields and severel cleared residential parcels (viewed
9 April 2015). Most resources date from the 1980s to the 2000s, and groupings of unexceptional, mid-to-
late twentieth-century house trailers and outbuildings stand approximately 125-150 feet east of SR 1407
(Rueben Hart Road) towards the southern end of the APE. A circa-1937 house and associated
outbuildings (#9074 Rueben Hart Road) is located approximately 1600 feet east of SR 1407 (Rueben
Hart Road), well beyond likely projeM impact; no notable structural or landscape elements appear alo�g
the access road or road frontage of the property within the APE. Google Maps "Street View" confirmed
the absence of critical architectural and landscape resources in the APE (viewed 9 April 2015).
No architectural survey is required for the project as currently defined.
WHY THE AVA/LABLE /NFORMATION PROVIDES ii REL/ABLE BAS/S FOR REASONABLY PREDICTlNG THAT
THEREARE NO UNIDENTlFIED SIGNIFlCANT HISTOR/CARCH/TECTURAL OR LANDSCAPE RESOURCES IN
TttEPRo✓ECrneE�: APE extends 100 feet to either side of the SR 1407 (Rueben Hart Road) centerline
(E-W) and 100 feet to either end of the two-mile project length (N-5) to encompass proposed
construction activities. The comprehensive county architectural survey (1985) and related publication, as
well as later studies record no resources in the APE (Marvin n. erown and andrew �. carlson, Hentage and
Homesteads - 7he History andArchitedure ofGranuille County, North Carolina (Oxford, NC: The Granville Historical Sociery, Inc,
i9ea�). County GIS/tax materials and other visuals support the absence of significant architectural and
landscape resources in the APE. No National Register-listed properties are located within the APE.
Should the design of the project change, including the addition of an off-site detour route,
please notify NCDOT Historic Architecture as additional review may be necessary.
SUPPORT DOCUMENTATION
X Map(s) ❑Previous Survey Info. ❑Photos ❑Correspondence �Design Plans
FINDING BY NCDOT ARCHITECTURAL HISTORIAN
-- NO SURVEY REQUIRED
NCDOT Architectural I Iistorian
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SR 1407 (Rueben Hart Road) Granville County
WBS No. 5C.039011 Base map: HPOWeb, nts
NCDOT - Historic Architecture
April 2015
Tracking No. 15-04-0006
15-04-0007
HISTORIC ARCHITECTURE AND LANDSCAPES
*�SURVEY REQUIRED FORM"*
This form only pertains to Historic Architecture and Landscapes for this project. It
is not valid for Archaeological Resources. You must consult separately with the
Archaeology Group.
PRn.TRCT iNF(IRMATi(1N
ProjecrNo: Counry: Granville
WBSNo.: 5C.039011 Document
T e:
Fer/. Aid No: Funrling: X State Federal
Ferlera! X Yes No Permit NWP 14
Permit s: Ty e s:
Proiect Descrintion: Grade, drain, base, and pave SR 1400 (Grassy Creek-Virgilina
Road), including ROW clearing and erosion control (no off-site detour planned).
SUMMARY OF HISTORIC ARCHITECTURE AND LANDSCAPES REVIEW
Description ofreview activities results and conclusions: HPOWeb reviewed on 9 April 2015 and
yielded two NR, one SS, and no SL, DE, or LD properties in the Area of Potential Effects (APE). The APE
for historic architectural resources extends approximately 100 feet from either end (E-W) of the proposed
1.4-mile project length and 100 feet to either side of the SR 1400 (Grassy Creek-Virgilina Road)
centerline (N-S) to encompass anticipated construction activities. Granville County current GIS mapping,
aerial photography, and tax information reveal an APE of woodland and cultivated fields, with several
cleared residential and agricultural parcels (viewed 9 April 2015).
The majority of above-ground resources date to the 1990s-2000s. The circa-1930 house and associated
outbuildings near the eastern end of the APE (#9541 Amis Chapel Road) stand approximately 250 feet
and more south of the SR 1400 (Grassy Creek-Virgilina Road) centerline, beyond likely project impact.
Similarly the components of the National Register-listed Rufus Amis House and Mill (GV0058 and GV0059
-#1156 Grassy Creek-Virgilina Road) and, moreover, the National Register boundary are located about
850 feet and more south of the road, and no notable resources appear along that part of its access road
within the APE. Several of the outbuildings associated with the previously surveyed Felix Bumpass House
(GV0060 -#1170 Grassy Creek-Virgilina Road), a property containing an early-to-mid-nineteenth-century
house at the core of a farm complex, stand within the APE immediately south of SR 1400 (Grassy Creek-
Virgilina Road) and call for additional investigation. Bridge No. 125 (on SR 1400 over Aaron's Creek),
constructed in 1957, is not eligibie for the National Register according to the NCDOT Historic Bridge
Survey as it is not representative of any distinctive engineering or aesthetic type.
The comprehensive county architectural survey (1985) and related pubiication, as well as later studies
record both the Rufus Amis House and Mill (GV0058 and GV0059 - NR) and the Felix Bumpass House
(GV0060� Ift th2 APE ( Marvin A. Brown and Andrew ]. Carlson, Herita9e and Homes[eads - The History and Archi[edure of
Granvi//e County, NoKh la�olina (Oxford, NC: The Granville Historical Society, Inc., 1988), pp. 248-249, 301-302). CoUnty
GIS/tax materials and other visuals support the location and relative placement of the architectural and
landscape resources in the APE.
The proximity of the Felix Bumpass House property (GV0060) to the proposed construction necessitates a
field survey and evaluation. The project will be reviewed for compliance with both GS 121-12(a) and
Section 106.
Hra�ur¢ �Lrbnecnmr mid Lnn�lcmper S!/R19d3' 2R0f flltl;f) %orm fiu' Minnr l}an.vpomnban Pi'o/ens acOual�rd m rhe 2010 Prngrnrrunrn�i Agreernrm_
SUPPORT DOCUMENTATION
X Map(s) Previous Survey Info. ❑Photos ❑Correspondence
FINDING BY NCDOT ARCHITECTURAL HISTORIAN
and Landscapes -- **SURVEY REQUIRED**
� �'1/ , 4
NCDOT Architecturai Historian
SR 1400 (Grassy Creek-Virgilina Road)
WBS No. 5C.039011
Tracking No. 15-04-0007
Page 2
❑Design Plans
,F� o20`.S
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SR 1400 (Grassy Creek-Virgilina Road) Granville County
WBS No. 5C.039011 Base map: HPOWeb, nts
NCDOT—Historic Architecture
April 2015
Tracking No. 15-04-0007
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15-04-0006 �
o�o��� NO ARCHAEOLOGICAL SURVEY REQUIRED FORM ,�,,'.; �b
`� � � a'' This form only pertains to ARCHAEOLOGICAL RESOURCES for this project. It is not �� � '90
�;���' valid for Hisroric Architecture and Landscapes. You must consult separately with the ��.��
°$*:Ck`,`i� Historic Architecture and Landscapes Group. ���/,QG�
PROJECT INFORMATION
Project No.
WBS No:
F.A. No:
SR1407
SC.039011
n/a
Federal Permrt Reguired?
Counry:
Document:
Granville
MCS
Funding.• � State ❑ Federal
� Yes ❑ No Permit Type: NWP14
Projeci Descrip[ion: This p�oJecr proposes to grnde, drnin, base nnrl pnve SR1407 (Ri�ebe�r Hnrt Rd) in
Grmivl(le Coruity, North Cnrollrm. T/�e nrchneologica( Area ojPoJe�rtin( Effec�s (APEJ mensures 1.0 miles in
lengtH nud tHe projecl wirlfh is rlefined by I/re existing 60ft wir(e riglrl-oj-wny (ROWj boi�ndnries.
SUMMARY OF CULTiIRAL RESOURCES REVIEW
Brief description of review acfivities, results of review, and contlusions:
First, funding information was reviewed for determining the levei of archaeological input required by state and
federal laws. As a result of federal permitting interaction (Nationwide Permit 14), Section 106 of the National
Historic Preservation Act will apply. The United States Army Corp of Engineers (USCOE) will serve as the lead
federal agency. Next, construction design and other data was examined (when applicable) to define the character
and extent of potential impacts to the ground surfaces embracing the improvement work. Based on the submitted
project specs, no undisturbed areas beyond the ROW limits will be affected by the proposed undertaking.
Upon outline of the APE, a map review and site file search was conducted (4/06/2015) at the Office of State
Archaeology (OSA). Within the presently defined APE no documented cultural resources are present. An inspection
of National Register of Historic Places (NRHP), State Study Listed (SL), Locally Designated (LD�, Determined Eligible
(DE), and Surveyed Site (SS) properties employing the NCSHPO website revealed an absence of ineaningful historic
structural resources with potentiat archaeological deposits in the project area. Historic maps of Granville County
were appraised for former/past structure locations, land use patterns, or other confirmation of historic occupation
in the project vicinity and archaeological/historical reference materials were inspected as well. In general, the
cultural portion of the review confirmed that no cemeteries, significant historic properties, or documented
archaeological sites will be impacted by the proposed replacement of the existing pipe.
Further, topographic, geologic, and NRCS soil survey maps (GeC, GeB, Hr6, ChA, LmB, EnB) were referenced to
evaluate pedeological, geomorphological, hydrological, and other environmental determinants that may have
resulted in past occupation at this location. Aerial and on-ground photographs (NCDOT Spatial Data Viewer) and
the Google Street View map application (when amenable) were also examined/utilized for the assessment of
project land surfaces and disturbances, both natural and human induced, which compromise the integrity of
archaeological sites.
Brief Explonotion of why the available information provides a reliable basis for reasona6ly predicting
that there are no unidentified historic properties in the APE:
The project area contains no documented cultural resources. Examination of soil data, on-ground and aerial
imagery confirm a high levei of disturbance associated with the APE. Documentation of intact, meaningful features
is considered remote; the presence of undisturbed, National Register of Historic Places (NRHP) eligible
archaeological deposits/features is extremely unlikely. As such, no archaeological resources survey is necessary for
the effort and no additional input will be required.
••Na ARCHAliO/.OGY SURVIiY R1iQ(//RfiD "jorm for Minm Transpormlian Projeals as (,Amlified in Ihe 1007 Progranm�allc Agreenreru.
I Of 2
SUPPORT DOCUMENTATION
See attached: � Map(s) � Previous Survey Info
❑ Photocopy of County Survey Notes
FINDING BY NCDOT ARCHAEOLOGIST
O ARCHAEOI.OGY SURVEY REOUIRED
� Photos
Other:
�. �cu �.u� rngnv..
�Correspondence
"No ARCHAAObO(iY SURVIiY RGQU7RliD"form for Mirrw� 9}nnsyopalion Projeels ps Quali�ed in U�e 2007 Prnginnmralic Agreemenl.
2of2
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Map Unit Composition
• Georgeville and similor soils: 90 percent
• Minarcomponents: 5 percent
• Es[imates ore bosed an observations, descriptions, ond tronsects of tire mapuni[.
Desc�iption of Georgeville
Sett(ng
• Landform� Hillslopes on ridges
• Landform positian (two-dimensionaQ: Summit, shoulder
• Landform position (th�ee-dimensionalJ: Side slope
• Down-slopeshape:Linear
• Across-slopeshape:Convex
• Parent moterioi: Residuum weathered from metavolcanics and/or argillite
Typical profile
• Ap-Oto7inches:siltloam
• BE- 7 to 10inches: silty clay loam
• Bt-IOto44inches:day
• BC- 44 to 53 inches: si�ty clay loam
• C-53to80inches:loam
Properties a�d qualities
• Slope: 6 to 10 percent
• Depth to restrictive featu�e: More than SO inches
• Natural drainage doss: Well drained
• Runoff dass: Medium
• Capocity of the most limiting layer to transmit water (Xsat): Moderetely high to high (0.57 to 1.98 in/hr)
• Depth to water table: More than 80 inches
• Frequency af f/ooding: None
• Frequency of ponding: None
• Available waters[orage in profile: High (about 9.2 inches)
GeB—Georgeville sitt loam, 2 to 6 percent slopes
Map Unit Setting
• Notional map unit symbol: 3sbj
• flevotion: 200 to 750 feet
• Mean onnuol precipitation: 37 to 60 inches
• Meon onnual air [emperature: 59 to 66 degrees f
• Frost fiee period: 200 to 240 days
• Farmland dassiJica[ion: All areas are prime farmland
Map Unit Composition
• Georgeville and similar soils: 90 percent
• Minorcomponents: S percent
• Estimotes ore based on observations, descriptions, and [ransects of the mapunit.
Descrlption of Georgeville
Setting
• Landform:lnterfluves
• Londform position (two-dimensionolJ: Summit
• Land/ormposition(three-dimensionolJ:lnterfluve
• Down-slopeshape: Convex
• Across-slope shape: Convex
• Porent material: Residuum weathered from metavotcanics and/or argillite
7ypical profile
• Ap-Oto7inches:siltloam
• BE-7to10inches:siltydayloam
• 8[-10[o44inches:clay
• BC-44to53inches:slltydayloam
• C- 53 to 80 inches: loam
Propertles and qualities
• Slope: 2 to 6 percent
• Depth to resbictive feature: More than 80 inches
• Naturol drainage dass: Well drained
• RunofJclass: Low
• Capacity of the most limiting layer to transmit woter (KsatJ:Moderetely high to high (0.57 to 1.98 in/hr)
• Depth to water table: More than 80 inches
• FrequenryofJlooding: None
• Frequenryof ponding: None
• Available wa[er storoge in proJile: High (about 9.2 inches)
Hr6—Herndon silt loam, 2 to 6 percent slopes
Map Unit Setting
• National mop unit symbol: 2rkjn
• Elevation: 320 to 700 feet
• Meon annuol precipitatian: 39 to 47 inches
• Mean annual oir tempe�oture: 55 to 68 degrees F
• Frost free period.� 200 to 250 days
• Formland classification: All areas are prime farmland
Map Unit Composition
• Herndon and similar soils: 90 percent
• Minorcomponen[s:lOpercent
• Estimates ore based on observations, descrip[ions, and tronsec[s of the mapunit.
Description of Herndon
Setting
• Londform:lnterfluves
• Landform position (two-dimensional�: Summit
• LandJormposi[ion(three-dimensionoQ:lnterfluve
• Down-slopeshape: Convex
• Aaoss-slopeshape:Convex
• Paren[material: Residuum weathered from phyllite
Typical profile
• Ap - 0 to 8 inches: silt loam
• 8t1 -8 to 12 inthes: silty clay loam
• Bt2 - 12 to 44 inches: clay
• C-44[o79inches:siltloam
Properties and qualitles
• Slope: 2 to 6 percent
• Depth [o restrictive feoture: More than 80 inches
• Natural drainoge class: Well drained
• Runoff ciass: Low
• Capocity of the most limiting layer to transmi[ water (KsatJ:Moderately high to high (0.57 to 1.98 in/hr)
• Depth to water table: More than 80 inches
• FrequencyafJlooding:None
• Frequency of ponding: None
• Salinity, maximum in proJile: Nonsaline (0.0 to 2.0 mmhos/cm)
• Available waters[orage in profile: Moderate (about 8.0 inches�
ChA—Chewacla and Wehadkee soils, 0 to 2 percent slopes, fiequently flooded
Map Unit Setting
• Notional map unit symbol: 3sbb
• Elevation: 200 to 1,400 feet
• Mean annual precipi[ation: 37 to 60 inches
Typical proffle
• A-Oto2inches:siltloam
• E-2to12inches:siltloam
• Bt -12 to 39 inches: silty clay
• C- 39 to 56 inches: silt loam
• Cr-56Co80inches:weatheredbedrock
Properties and qualfties
• Slope: 2 to 6 percent
• Dep[h to restrictive feoture: 40 to 60 inches to parelithic bedrock
• Natural drainage dass: Moderately well drained
• RunofJclass: Medium
• Capacity of [he mos[ limiting loyer to transmit wa[er (KsatJ: Very low to moderately low (0.00 to 0.06 in/hr)
• Depth to water [able: About 12 to 30 inches
• Frequencyofflooding: None
• Frequency of ponding: None
• Availoble waterstaroge in profile: Moderate (about 8.2 inches)
En8—Enon loam, 2 to 6 percent slopes
Map Unit Setting
• Nationalmopuniisymbol:3sbg
• Elevation: 200 to 1,400 feet
• Meon annual precipitotion: 37 to 60 inches
• Meon annual oir tempero[ure: 59 to 66 degrees F
• Frost-free period: 200 to 240 days
• Farmland dassification: All areas are prime farmland
Map Unit Composftion
• Enon and similar soils: 90 percent
• Minarcompanents:7percent
• Estimates are based on observations, descriptions, ond tronsects of the mapunit.
Description of Enon
Setting
• Londform:lnterfluves
• Landfoim posi[ion (two-dimensionalJ: Summit
• Landform position (three-dimensionalJ.� In[erfluve
• Down-slope shape: Convex
• Aaoss-slopeshape: Convex
• Parent material: Saprolite derived from diorite and/or gabbro and/or diabase and/or gneiss
Typical profile
• A-0to3inches:finesandyloam
• E-3to8inches:finesandyloam
• BE- 8 to Il inches: sandy clay loam
• 8[-11to33inches:clay
• C-33to80inches:loam
Properties and qualities
• Slope: 2 to 6 percent
• Depth [o restrictive feature: More than 80 inches
• Natura/drainogeclass:Welldreined
• Runoffdass: Low
• Copacity of the most limiting layer to [ransmit woter (Ksa[J:Moderately low to moderetely high (0.06 to 0.20 in/hr)
• Depth to woter [able: More than 80 inches
• Frequency of flooding: None
• Frequenry of ponding: None
• Avoilable waters[orage in profile: Moderate (about 8.3 inches)
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REQUEST FOR CULTURAL
RESOURCES REVIEW FORM
Projecl 7rncking�l'o. (lule+'nnl Use)
',,. /� � �� � 0 � � � .
MEMORANDUM TO: Dre�v Joyner, Human Environment Section ��q o� 2a�5
1598 Mail Service Center, Raleigh, NC 27699-1598 �T��Ep
Send F,lectronic Submittals to: PAtracker@ncdot.gov
ATTENTI ON:
FROM:
DATB:
Project No:
WBS No * *:
Fe�! Aid No:
Matt Wilkerson, Archaeology Supervisor
Mary Pope Furr, Historic Architecture &
HEATHGR MON'PAGUC, NCDOT DIV 5
F,NVIRONMENTAL SPECIALIST
M,�RCH 24, 2015
PROJECT INFORMATION
SR 1407 (Rueben Hart Rd) Co«nty: Granville
SC.039011
N/A
Documenl � MCDC
MAR ? 4 2015
Funding: I � State [� Federal
USCS Qeu�d Satterwi�ite Projec/ 2015
Nnme• Scherfule:
ProieG Descriplio�r
CLEAR R1GHT-OF-WAY. INIPROVE ROADWAY GRADE, DRAINAGE, BASE, EROSION CONTROL, AND
THEN PAVE SURFACE. PROVIDE ROADWAY IMPROVEMENTS FOR INCRCASED SAFETY AND TO
FACILITATE LONG TER�A MAINTENANCG.
** Work cannot begin until a charge number is provided that can be
Environmen[ Section.
DESIGN INFORMATION
to by staff in the Hwnan
Project Lexgdr: 2.0 miles Delour N/A
Route:
Existi�tg ROW: N/A maintenance limits only Proposed 60ft
ROW.
Eaisting X- 18ft wide gravel roadway Propose�l�l'- 20ft wide paved road�vay [w/ (6ft
sec/lon: [�+'/ (Zft shoulders & 6ft seclion: shoulders & 14ft ditch widths) x
ditch widths) x 2] = 34ft 2] = 60ft
Structure m be N/A Struchn•e N/A
Replaeed: Build Date:
Adrlifionnl Desipn Lrfoi�neatrar: