20141188 Ver 2_Riparian Buffer Authorization_20170913

. X0000
TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS
5410 Trinity Road
Suite 102
Raleigh, NC 27607
September 13, 2017((
Mrs. Karen Higgins
NC Division of Water Resources
401 and Buffer Permitting Unit �] v
512 N. Salisbury Street
Raleigh, NC 27604
RE: Tar -Pamlico Buffer Authorization Request
Conetoe II Solar; Wetland Swale Conveyance Ditch
Conetoe, Edgecombe County, North Carolina
Project #: 36844
Dear Mrs. Higgins:
P 919.866.4951
F 919.859.5663
www.bnwnonro.com
On behalf of the Sunenergy1, Timmons Group is submitting a Tar -Pamlico Buffer Authorization Request
associated with the proposed construction of wetland swale conveyance ditches at the Conetoe II Solar
project site. The Conetoe II Solar project site is an existing solar panel farm located approximately 0.5
miles east of the intersection of Ellis Road and NC HWY 42 in Conetoe, North Carolina within Edgecombe
County. Currently, the solar panel farm is experiencing severe flooding which is a safety concern issue.
The purpose of the proposed wetland swale conveyance ditches is to convey existing flood waters from the
solar panel farm area into Knights Canal and Mitchell Swamp Canal. The wetland conveyance ditches are
proposed to control nitrogen and attenuate flow before the conveyance discharges through the riparian
buffer and discharges into the receiving stream. Please find enclosed for your review the following items:
- Riparian Buffer Authorization Form
- Tar -Pamlico Riparian Area Buffer Determination (DWQ EXP# 14-1188; November 14, 2014)
- Agent Authorization Form
- Property Owners Map
- Figure 1 —Vicinity Map
- Figure 2 — Hydrologic Unit Code Map
- Figure 3A — Environmental Inventory Map
- Figure 3B — Environmental Inventory Map
- Figure 4 — Buffer Authorization Impact Map
- Buffer Authorization Impact Map — Inset 1
- Buffer Authorization Impact Map — Inset 2
- Buffer Authorization Impact Map Notes
- Conetoe 11 Solar — Stormwater Treatment Conceptual Plan (Sheets 1.0, 1.1, 2.0, 2.1)
PROJECT HISTORY & EXISTING CONDITIONS:
The project site is located approximately 0.5 miles east of the intersection of Ellis Road and NC HWY 42 in
Conetoe, North Carolina within Edgecombe County. The site was formerly an agricultural field and currently
consists of a solar panel farm. Wetlands and streams have been delineated by Keller Environmental. There
are approximately 20,000 linear feet of perennial stream located within the project site. A Tar -Pamlico
Riparian Area Buffer Determination was issued on November 14, 2014 (DWQ EXP# 14-1188, attached).
An on-site jurisdictional determination was conducted by the USACE (Craig Brown, USACE representative)
on May 5, 2015 with Keller Environmental (not attached).
CIVIL ENGINEERING I ENVIRONMENTAL I SURVEYING I GIS I LANDSCAPE ARCHITECTURE I CONSTRUCTION SERVICES

PROPOSED PROJECT:
Currently, the solar panel farm is experiencing severe flooding which is a safety concern issue. The purpose
of the proposed wetland swale conveyance ditches is to convey existing flood waters from the solar panel
farm area into Knights Canal and Mitchell Swamp Canal. Wetland swale conveyance ditches are proposed
to control nitrogen and attenuate flow before the conveyance discharges through the riparian buffer. As
the conveyance system enters the riparian buffer, a culvert will be trenched and backfilled through riparian
buffer and discharge into the receiving stream. This is an effort to provide structural stability at the
confluence of the conveyance system and the receiving stream. Temporary and permanent seeding will be
applied to the impacted riparian buffer area.
Buffer Impact Table
Stream Name
Reason for Impact
Mitigation
Zone 1 (ft2)
Zone 2 (f:2)
Required
Yes/No
Inset 1 - Mitchell Swamp Canal;
New Drainage; Provides
No
923
609
Temporary
Treatment
Inset 2 - Knights Canal; Temporary
New Drainage; Provides
No
901
588
Treatment
Total Buffer
Impacts J
1,824
1,197
AVOIDANCE & MINIMIZATION:
Allowing flooded conditions within the solar panel farm area to continue poses a safety hazard concern;
and therefore, avoidance is not an option. Traditional earthen ditch and/or rip -rap lined ditch options were
examined; however, neither of these options bests controls nitrogen and/or attenuates flow through the
riparian buffer. It was determined that constructing a conveyance system in the form of wetland swale
conveyance ditches through the riparian buffer would control nitrogen and attenuate flow the best.
Measures will be taken to prevent oil, tar, trash, debris and other pollutants from entering the adjacent
jurisdictional streams and buffers. Any excess excavated materials not utilized as back fill will be placed
and contained within upland areas and permanently stabilized to prevent erosion into adjacent jurisdictional
streams. Stockpiling of excavated material within jurisdictional streams will be strictly prohibited as part of
the construction of this project. Proper sedimentation and erosion control methods will be utilized during
all phases of construction and installation. The contractor shall install silt fence only as necessary to install
devices. All erosion and sediment control measures will be checked for stability and operation following
every runoff producing rainfall, but in no case less than once every week. Any needed repairs will be made
immediately to maintain all measures designed. An erosion control inspections report will be kept by the
owner's representative. Temporary seeding and permanent seeding plans are included to restore impacted
areas. The project will meet all relative requirements of Best Management Practices and Engineered
Stormwater Control Structures as outlined through the State Stormwater Rules.
MITIGATION:
All proposed stream buffer impacts are considered an Allowable Use within the stream buffer in accordance
with 15A NCAC 02B .0259 Tar -Pamlico River Basin; and therefore, mitigation is not required nor is it
proposed at this time.

SUMMARY:
The proposed construction of wetland swale conveyance ditches at the Conetoe II Solar project site is
required to alleviate existing flooding conditions within the solar panel farm area. The wetland swale
conveyance ditches will control nitrogen and attenuate flow before the conveyance discharges through the
riparian buffer and into Knights Canal and Mitchell Swamp Canal. As a result, there are proposed stream
buffer impacts which are considered an Allowable Use within the stream buffer in accordance with 15A
NCAC 026 .0259 Tar -Pamlico River Basin; and therefore, mitigation is not required nor is it proposed at
this time. The proposed project is a single and complete project with appropriate land use control and
stormwater measures in place for the specific areas which require them.
Therefore, at this time, we are requesting Authorization of the proposed project under the Tar -Pamlico
Buffer Rules. Consideration of this project is greatly appreciated. If you should have any questions or
require additional information, please do not hesitate to contact me at [phone].
Sincerely,
Timmons Group
�4l
George Buchholz, REM, PWS
Senior Environmental Project Manager
Attachments: listed above

State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources Division of Water Resources
15A NCAC 02B.0233 (8)(b),.0243 (8)(b),.0250 (11)(b),.0259 (8)(b),.0267 (11)(c), .0607 (e)(2) — Buffer Authorization
FORM: BA 10-2013
Riparian Buffer Authorization Form
A.
Applicant Information
1.
Project Information
1 a.
Name of project:
Conetoe 11 Solar
1 b.
County:
Edgecombe County
1c.
Nearest municipality:
Conetoe
1 d.
Subdivision name:
1e.
Is the project located in any of North Carolina's
twenty coastal counties. If yes, answer if below.
❑ Yes ® No
1f.
Is the project located within a NC Division of Coastal
Management Area of Environmental Concern (AEC)?
❑ Yes ® No
2.
Owner Information
2a.
Name on Recorded Deed:
1) Ernestine N. Harrel
2) Linwood Allen Webb
2b.
Deed Book and Page No.
1) 0806/0101
2) 14110/0008
2c. Map Book and Page No.
(include a copy of the recorded
map that indicates when the lot
was created):
2d.
Responsible Party
(for Corporations):
2e.
Street address:
1) 6444 NC 42 E
2) 7144 NC 42E
2f.
City, state, zip:
1) Tarboro, NC 27886
2) Tarboro, NC 27886
2g.
Telephone no.:
2h.
Fax no.:
2i.
Email address:
3.
Applicant Information (if different from owner)
3a.
Applicant is:
❑ Agent ® Other, specify: Leasee/Developer
3b.
Name:
Kelly Hoyt, PMP
3c.
Business name
(if applicable):
Sunenergyl
3d.
Street address:
192 Raceway Drive
3e.
City, state, zip:
Mooresville, NC 28117
3f.
Telephone no.:
307-752-4301
3g.
Fax no.:
3h.
Email address: I
[e-mail]
FORM: BA 10-2013 Page 1 of 8

Section A. Applicant Information, continued
4.
Agent/Consultant Information (if applicable)
4a.
Name:
George Buchholz
4b.
Business name
(if applicable):
Timmons Group
4c.
Street address:
5410 Trinity Road, Suite 102
4d.
City, state, zip:
Raleigh, NC 27607
4e. Telephone no.:
919-866-4500
4f.
Fax no..
4g.
Email address:
[e-mail]
FORM: SSGP3080 8-13 Page 2 of 8

B.
Project Information and Prior Project History
1.
Property Identification
1 a.
Property identification no. (tax PIN or parcel ID):
4745-43-7233 & 4745-74-7285
1 b.
Site coordinates (in decimal degrees):
Latitude: 35.813465
Longitude: -77.483027
1 c.
Property size:
859.3 acres
2.
Surface Waters
2a.
Name of nearest body of water to proposed project:
Knight Canal & Mitchell Swamp Canal
2b.
Water Quality Classification of nearest receiving
C; NSW
water:
2c.
River basin:
Tar -Pamlico
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 project site is located approximately 0.5 miles east of the intersection of Ellis Road and NC HWY 42 in
Conetoe, North Carolina within Edgecombe County. The site was formerly an agricultural field and currently
consists solar panel farm.
3b.
Attach an 8 Y2 x 11 excerpt from the most recent version of the USGS topographic map indicating the location
of the site
3c.
Attach an 8'/ x 11 excerpt from the most recent version of the published County NRCS Soil Survey Map
depicting the project site
3d.
List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
+/- 20,000 linear feet of perennial stream
3e.
Explain the purpose of the proposed project:
The purpose of the proposed wetland swale conveyance ditches is to convey existing flood waters from
the solar panel farm area into Knights Canal and Mitchell Swamp Canal. Wetland swale conveyance
ditches are proposed to control nitrogen and attenuate flow before the conveyance discharges through
the riparian buffer.
3f.
Describe the overall project in detail, including the type of equipment to be used:
Currently, the solar panel farm is experiencing severe flooding which is a safety concern issue. The
proposed wetland swale conveyance ditches will convey existing flood waters from the solar panel farm
area into Knights Canal and Mitchell Swamp Canal. The proposed wetland swale conveyance ditches
will control nitrogen and attenuate flow before the conveyance discharges through the riparian buffer. As
the conveyance system enters the riparian buffer, a culvert will be trenched and backfilled through
riparian buffer and discharge into the receiving stream. This is an effort to provide structural stability at
the confluence of the conveyance system and the receiving stream. Temporary and permanent seeding
will be applied to the impacted riparian buffer area.
FORM: BA 10-2013 Page 3 of 8

B. Project Information and Prior Project History
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
® Yes ❑ No ❑ Unknown
Corps or State been requested or obtained for this property/
Comments:
project (including all prior phases) in the past?
4b. If yes, who delineated the jurisdictional areas?
Agency/ Consultant Company: Keller
Name (if known): Jay Keller
Environmental
Other:
4c. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach
documentation.
- Stream Buffer Determination issued by NC DWR on November 14, 2014 (DWQ EXP # 14-1188, attached).
- An on-site jurisdictional determination was conducted by the USACE (Craig Brown, USACE
representative) on May 5, 2015 with Keller Environmental. Written determination is not provided.
S. 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 and detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project?
❑ Yes ® No
6b. If yes, explain.
FORM: SSGP3080 8-13 Page 4 of 8

C. Proposed Impacts Inventory
1. Buffer Impacts
1a. Project is in which protected
❑ Neuse ® Tar -Pamlico ❑ Catawba
basin?
❑ Randleman ❑ Jordan ❑ Goose Creek
1 b. Individually list all buffer impacts below. If any impacts require mitigation, then you MUST fill out Section D of
this form.
Buffer impact
Reason for
Type of impact
Stream name
Buffer
Zone 1
Zone 2
number—
impact
(exempt, allowable,
mitigation
impact
impact
Permanent (P)
allowable w/
required?
(sq ft)
(sq ft)
or Temporary
mitigation)
(T)
B1 ❑ P ®T
New Drainage;
Allowable
Mitchell Swamp
❑ Yes ® No
923
609
Provides
Canal
(Inset 1)
Treatment
B2 ❑ P ® T
New Drainage;
Allowable
Knights Canal
❑ Yes ® No
901
588
Provides
(Inset 2)
Treatment
B3 ❑ P ❑ T
❑ Yes ❑ No
B4 ❑ P ❑ T
❑ Yes ❑ No
B5 ❑ P ❑ T
❑ Yes ❑ No
B6 ❑ P ❑ T
❑ Yes ❑ No
Total
buffer impacts
1,824
1,197
1c. Comments: The new drainage ditch will have an associated stormwater control measured (i.e. wetland swale
conveyance ditch) designed to control
nitrogen and attenuate flow before the conveyance discharges through
the riparian buffer.
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Allowing flooded conditions within the solar panel farm area to continue poses a safety hazard concern; and
therefore, avoidance is not an option. Traditional earthen ditch and/or rip -rap lined ditch options were
examined; however, neither of these options bests controls nitrogen and/or attenuates flow through the
riparian buffer. It was determined that constructing a conveyance system in the form of wetland swale
conveyance ditches through the riparian buffer would control nitrogen and attenuate flow the best.
1 a 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction
techniques. Measures will be taken to prevent oil, tar, trash, debris and other pollutants from entering the
adjacent jurisdictional streams and buffers. Any excess excavated materials not utilized as back fill will be
placed and contained within upland areas and permanently stabilized to prevent erosion into adjacent
jurisdictional streams. Stockpiling of excavated material within jurisdictional streams will be strictly
prohibited as part of the construction of this project. Proper sedimentation and erosion control methods will
be utilized during all phases of construction and installation. The contractor shall install silt fence only as
necessary to install devices. All erosion and sediment control measures will be checked for stability and
operation following every runoff producing rainfall, but in no case less than once every week. Any needed
repairs will be made immediately to maintain all measures designed. An erosion control inspections report
will be kept by the owner's representative. Temporary seeding and permanent seeding plans are included
to restore impacted areas. The project will meet all relative requirements of Best Management Practices
and Engineered Stormwater Control Structures as outlined through the State Stormwater Rules.
FORM: BA 10-2013 Page 5 of 8

C. Impact Justification and Mitigation, continued
2. Buffer Mitigation
2a. Will the project result in an impact within a protected riparian buffer that requires buffer
mitigation?
❑ Yes ® No
2b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation and
calculate the amount of mitigation required in the table below.
Zone Reason for impact
Total impact Multiplier
(square feet
Required mitigation
(square feet
Zone 1
3 (2 for Catawba)
Zone 2
1.5
Total buffer mitigation required:
2c. If buffer mitigation is required, is payment to a❑Yes
mitigation bank or NC EEP proposed?
El No
2d. If yes, attach the acceptance letter from the mitigation bank or NC EEP.
2e. If no, then discuss what type of mitigation is proposed.
2f. Comments:
FORM: SSGP3080 8-13 Page 6 of 8

E. Diffuse Flow Plan
All buffer impacts and high ground impacts require diffuse flow or other form of
❑ Diffuse flow
stormwater treatment. Include a plan that fully documents how diffuse flow will be
® Other BMP
maintained. If a Level Spreader is proposed, attach a Level Spreader Supplement Form.
1a.
If due to site constraints, a BMP other than a level spreader is proposed, please provide a
❑ Yes ® No
plan for stormwater treatment as outlined in Chapter 8 of the NC Stormwater BMP
of public (federal/state) land?
Manual and attach a BMP Supplement Form.
1 b.
The construction of wetland conveyance ditches will control nitrogen and attenuate flow
❑ Yes ❑ No
before the conveyance discharges through the riparian buffer.
F.
Supplementary Information
1.
Environmental Documentation
1a.
Does the project involve an expenditure of public (federal/state/local) funds or the use
❑ Yes ® No
of public (federal/state) land?
1 b.
If you answered "yes" to the above, does the project require preparation of an
❑ Yes ❑ No
environmental document pursuant to the requirements of the National or State (North
Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c.
If you answered "yes" to the above, has the document been finalized by the State
❑ Yes ❑ No
Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.)
Comments:
2.
Violations
2a.
Is the site in violation of DWR Wetland Rules (15A NCAC 02H .0500), Isolated Wetland
❑ Yes ® No
Rules (15A NCAC 02H .1300), DWR Surface Water or Wetland Standards, or Riparian
Buffer Rules (15A NCAC 02B .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):
C�torr,e_:tk
:;
D c"i 5
Applica t/Agent's Printed Name Applicant/Agent's Sig re to
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Send 3 complete sets of this form and accompanying documents to the following.-
For
ollowing:
For government transportation projects sent For government transportation projects sent
by First Class Mail via the US Postal Service: by delivery service (UPS, FedEx, etc.):
NC DWR, Transportation Permitting Unit OR NC DWR, Transportation Permitting Unit
1617 Mail Service Center 512 N. Salisbury Street
Raleigh, NC 27699 - 1617 Raleigh, NC 27604
For all other projects sent by First Class Mail For all other projects sent by delivery service
via the US Postal Service (UPS, FedEx, etc.):
Karen Higgins OR Karen Higgins
NCDWR — 401 & Buffer Permitting Unit NCDWR — 401 & Buffer Permitting Unit
1617 Mail Service Center 512 N. Salisbury Street
FORM: BA 10-2013 Page 7 of 8

Raleigh, NC 27699 - 1617 Raleigh, NC 27604
FORM: SSGP3080 8-13 Page 8 of 8

LT
3 WA
-
1rG
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
November 14, 2014
Keller Environmental
Jay Keller
7921 Haymarket Lane
Raleigh, NC 27615
John E. Skvatia III
Secretary
DWQ EXP #14-1188
Edgecombe, .Pitt Counties
Subject Property: Conetone -2 Solar Farm
Tar -Pamlico River Basin, Mitchell Swamp Canal [TAR 03,28-87-3; C, NSW]
On -Site Determination for Applicability to the Tar -Pamlico River Riparian Area Protection Rules (15A
NCAC 2B.0259)
Dear Mr. Keller.
On November 12, 2014, at your request, Mr. Roberto Scheller of this Office conducted an on-site determination of a
drainage features located at the subject property. The drainages were reviewed for applicability to the Tar -Pamlico Buffer
Rules in accordance with (15A NCAC 2B .0259). The features are labeled as "# 008 to # 016" on the attached maps and
initialed on October 10, 2014.
The Division of Water Resources (DWR) has determined that the features labeled as "# 008 and # 011" on the
attached maps and highlighted in blue are subject to the Tar -Pamlico Buffer Rules. The features labeled as " #
009, # 010, #012, # 013, # 014, # 015 and, # 016" on the attached maps and highlighted in red are not subject to the
Tar -Pamlico Baffer Rules. Please note that the feature highlighted in yellow does not exist on the ground as depicted on
the Edgecombe County NRCS Soil Survey. The confluences of the aforementioned drainage features that now into
Mitchell Swamp Canal and Knight Canal are marked on the ground with yellow DWQ flagging and are illustrated on the
enclosed maps.
The owner (or future owners) should notify the DWR (and other relevant agencies) of this decision in any future
correspondences concerning this property. This on-site determination shall expire five (5) years from the date of this
letter. Landowners or affected parties that dispute a determination made by the DWR or Delegated Local Authority that a
surface water exists and that it is subject to the buffer rule may request a determination by the Director. A request for a
determination by the Director shall be referred to the Director in writing c/o Karen Higgins, 1650 Mail Service Center
Raleigh, NC 27699-1650. Individuals that dispute a determination by the DWR or Delegated Local Authority that
Water Qua* Regional Operations Section
943 Washington Square Mall
Washington. NC 27889
Phcne: 252-9"81 t FAX: [phone]
Intemet +rw*, waterqua#ty.orq
an auai :'aprxtuniry ' Affirmative,kve �mdcver

"exempts" a surface water from the buffer rule may 9#$w m$=60-day
hearing. You must act within 60 days of the
dud at you receive this letter. Applicants are herebp statutory appeal time does not start until
the affected party (including downstream and adjacent landowners) is, no.cif his,**io i WR recommends that
the applicant conducts this notification in order to be certain that third party appeals are made in a timely manner. To ask
for a heaoring, send a written petition, which conforms to Chapter 1508 of the North Carolina General Statutes to the,
Office oPAdmkistrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This determination, is'finat and
binding unless you ask for a hearing within 60 days.
This letter only addresses the applicability to the buffer rules and does not approve any activity within the buffers. Nor
does this letter approve any activity within Waters of the United. States or Waters of the State. if you have any additional
questions or regnire..additional information please call Roberto `5c$effer in the Washington Regional Office at (252) 948-
3940.
Sincerely,
ka LL -1-1
Robert Tankard
Assistant Regional Supavisor
Division of ;Wvw 4
Attachments: Edgecombe County Soil Survey map
Conetoe, USGS Quad map
Google Earth Aerial
cc: DWR Webscape Unit
DEMLR- WaRO
Fire Copy
Filename 14-1188

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TIMM N ROUP
AGENT AUTHORIZATION FORM
i
All Blanks t illed in b A licant
(When Applicant has property/properties under contract to
purchase from duly authorised owner of record}
The Department of the Army
US Army Corps of Engineers
Wilmington District
PO Box 1890
Wilmington, NC 28402-1890
To Whom It May Concern:
NCDENR - Division of Water Resources
401 & Buffer Permitting Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
1, the applicant, hereby designate and authorize representatives of Timmons Group, Inc., to act on my
behalf as my agent in the processing of permit applications, to furnish upon request supplemental
information in support of applications, etc., from this day forward.
This the 17.4"&y of _ber , 20 -
(number) (P o -. 1 �
(Year)
i, the undersigned applicant, with written authorization from a duly authorized owner of record of the
property/properties identified herein, do authorize representatives of the Wilmington District, U.S. Army
Corps of Engineers (Corps) to enter upon the property herein described for the purpose of conducting on-
site investigations and issuing a determination associated with Waters of the L.S. subject to Federal
jurisdiction under Section 404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of
1899.
This notification supersedes any previous correspondence concerning the agent for this project.
Project Name: Conetone 11 Project Number. 36844 Location: Edeccombe County, NC
Property Applicant's Name (Print):
e
Property Applicant's Signature:
Property Applicant's ;Mailing Address: P,4 c� u,pt, p/` 1?s2p ��s_✓_11/c rN�
Property Applicant's Telephone: —A)'-667--C)�—7-57 Fax No.
Property Applicant's Email Address: S (rp ) rW A C�-� _�L

"cel ID Owner Name
Address
City
State
43-7233 HARRELL ERNESTINE N
6444 NC 42 E
TARBORO
NC
37-4074 ELLIS JONATHAN BARNES et al
1974 ELUS RD
TARBORO
NC
93-9306 WEBB LINWOOD ALLEN et al
7144 NC42E
TARBORO
NC
71-9831 HYMAN CARLTON E TIC et al
655 BRITT FARM RD
TARBORO
NC
93-9534 WEBB LINWOOD ALLEN et al
74-7285 WEBB LINWOOD ALLEN et al
7144 NC 42 E
7144 NC 42 E
TARBORO
TARBORO
NC
NC
29-2422 MCLAWHORN JASON WHITFIELD et al
638 CHIPLEYAVE.APT 3 CHARLOTTE NC
46-2914 WHITEHURST BENJAMIN ROBERT et al
P O BOX 145
CONETOE
NC
46-2914 MAYOJOHNNIE
PO BOX 325
CONETOE
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Path: R:1,805\36844-Conetoe MISIS\Wetland Impacts\36844-WTIM-Notes.mxd
Legend
Project Study Limits - 859.3 Acres
Limits of Disturbance
Proposed Culvert
Existing Ditch
Proposed Wetland Swale
- 2' Topographic Contours
- Zone 1 - 30' Riparian Buffer
— - Zone 2 - 50' Riparian Buffer
Rip -Rap Dissipator Pad
_Zone 1 - Buffer Impact
®Zone 2 - Buffer Impact
M FEMA 100 Yr Flood Plain
NOTES:
1. WATERS OF THE U.S. WITHIN THE PROJECT STUDY LIMITS HAVE
BEEN DELINEATED BY KELLER ENVIRONMENTAL.
2. USACE ON-SITE FIELD CONFIRMATION CONDUCTED MAY 5, 2015.
3. PROJECT STUDY LIMITS ARE APPROXIMATE.
4. TOPOGRAPHY BASED ON USGS LIDAR DATA.
5. RIP -RAP DISSIPATOR PADS INSTALLED FLUSH WITH THE EXISTING
STREAM GRADE TO ALLOW FOR AQUATIC LIFE PASSAGE.
6. TEMPORARY AND PERMANENT SEEDING WILL BE APPLIED TO THE
AREA OF CULVERT INSTALLATION.
*` «' 4
T IMMONS G d
Impacts Table
THIS DRAWING PREPARED A7THE
CORPORATE OFFICE
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Impact ID
Permanent Temporary
Zone 1 Zone 2 Zone 1 Zone 2
Total
BI
923
609
1,532 sq ft
B2
901
588
1,489 sq ft
Tota 1
0 sq ft 0 sq ft 1,824 sq ft
1,197 sq ft
and associated documents are the exclusive property of TININIONS GROUP and may no; oe —roduced in whole or in oart and
*` «' 4
T IMMONS G d
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BUFFER AUTHORIZATION IMPACTS MAP - NOTES
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shall
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F -----BOTTOM WIDTH- 7 WETLAND PLANTINGS
SHOULDER/ROADWAY 1
10 YEAR LEVEL
2 VEAR LEVEL
FWATE
LOPE OR FLATTER EXISTING 30L24'CULVERTR TABLE (VARIABLE)
TYPICAL WETLAND SWALE CROSS SECTION 1
x
/ I
EXISTING DITCH
EXISTING 30LF
w..
•
EXISTING 30LF
_ 24'CULVERT
P �
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PROPOSED WETLAND SWALE __ - -
EXISTING -
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AC 24•CULVERT - \
r
EXISTING DITCH
' ` 1 EXISTING 30LF \ _
24'CULVERT
x
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/ EXISTING UN ;ROUND POWER LINE
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EXISnNG DITCH
EXISTING OVERHEAD POWER LINE
/ \ \ EXISTING 30LF\\ /
lL
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�' - - - - - ` GT�•lP� ' /
CANAL BUFFER
—�A
\EXISTING 3OLF
CULVERT
EXISTING FENCE LINE
�V PROPOSED 30LF CULVERT
PROPOSED 75LF 30' RCP
LIMITS OF DISTURBANCE = 1.35 AC
LEGEND
EXISTING PROPERTY BOUNDARY
ADJACENT PROPERTY
-— EXISTING CANAL BUFFER
--'" - EXISTING DITCH LINE
EXISTING RIGHT OF WAY
OHL OVERHEAD POWER LINE
UG^ UNDERGROUND POWER LINE
PROPOSED WETLAND SWALE
WETLAND SWALE DRAINAGE AREA
CULVERT
X X FENCE LINE
EXISTING STORM PIPE
SCALE 1"=100'
0 160' 200'
\LL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NCDEQ AN[
NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
PRELIMINARY
NOT RELEASED FOR
CONSTRUCTION
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KNIGHTS CANAL DISCHARGE PLAN, PROFILE & DOWNSTREAM INVERT CROSS SECTION
\ 1�
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45
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NORTH CAROLINA LICENSE NO. C-1652
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YOUR VISION ACHIEVED THROUGH OURS.
AT THE
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THIS DRAWING PREPARED2djRaleigh,
919. Trinity Road, Suite 33 Raleigh, NC 27607
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CA
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PROTECTION
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35
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HORIZONTAL 1 "=30'
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