20160228 Ver 1_Application_20160307

March 4, 2016
S&EC Project # 12299.W4
To: US Army Corps of Engineers N.C. Division of Water Resources
Raleigh Regulatory Field Office 401 & Buffer Permitting Unit
Attn: John Thomas Attn: Karen Higgins
3331 Heritage Trade Drive, Suite 105 Archdale Building – 9
th Floor
Wake Forest, NC 27587 512 North Salisbury Street,
Raleigh, NC 27604
From: Bob Zarzecki
Soil & Environmental Consultants, P.A.
Re:Clayton Stream Repair & Stabilization Project – W. Second Street & Park Drive
Town of Clayton, NC
On behalf of the owner, Town of Clayton, please find attached a complete application and supplemental information
requesting written concurrence from the U.S. Army Corps of Engineers (USACE) and the N.C. Division of Water
Resources (DWR) that the activities proposed below may proceed under Nationwide Permit 18 & 13 and General
Water Quality Certification 3890 & 3885. Please contact me at [phone] if you have any questions or require
additional information.
PROJECT SUMMARY
Project Name CLAYTON STREAM REPAIR & STABILIZATION
Project Type Stream repair & stabilization
Owner / Applicant Town of Clayton
County Johnston
Nearest Town Clayton
Waterbody Name UT to Little Creek
Index Number 27-43-12
Class “C;NSW”
USGS Cataloging Unit NEUSE 03020201
IMPACT SUMMARY
Stream Impact (acres): 0.019 ac (NWP 18)
0.017 ac (NWP13)
Wetland Impact (acres): 0
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.019 ac (NWP 18)
0.017 ac (NWP13)
Total Stream Impact (linear feet): 143.17 lf (NWP 18)
162.75 lf (NWP13)
Neuse Buffer (Zone 1) 15, 124.36 sf
Neuse Buffer (Zone 2) 3,340.93 sf
Attachments: Complete PCN & Supplemental Information
DWR Permit Application Fee
Page 1 of 10
PCN Form – Version 1.4 January 2009
Office Use Only:
Corps action ID no. _____________
DWQ project no. _______________
Form Version 1.4 January 2009
Pre-Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1a. Type(s) of approval sought from the Corps: Section 404 Permit Section 10 Permit
1b. Specify Nationwide Permit (NWP) number: 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 Certification – Regular Non-404 Jurisdictional General Permit
401 Water Quality Certification – Express Riparian Buffer Authorization
1e. Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification:
Yes No
For the record only for Corps Permit:
Yes No
1f. Is payment into a mitigation bank or in-lieu fee program proposed for
mitigation of impacts? If so, attach the acceptance letter from mitigation bank
or in-lieu fee program.
Yes No
1g. Is the project located in any of NC’s twenty coastal counties. If yes, answer 1h
below. Yes No
1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? Yes No
2. Project Information
2a. Name of project:
2b. County:
2c. Nearest municipality / town:
2d. Subdivision name:
2e. NCDOT only, T.I.P. or state project no:
3. Owner Information
3a. Name(s) on Recorded Deed:
3b. Deed Book and Page No.
3c. Responsible Party (for LLC if
applicable):
3d. Street address:
3e. City, state, zip:
3f. Telephone no.:
3g. Fax no.:
3h. Email address:
Clayton Stream Repair - W. Second Street & Park Drive
Johnston
Clayton, NC
n/a
n/a
Town of Clayton, NC
Right-of-Way & Drainage Way Easements
Timothy S. Simpson, PE (Public Works & Utility Director)
653 NC Hwy 42, PO Box 879
Clayton, NC 27528
[phone]
[phone]
[e-mail]
18 & 13 3890 & 3885
Page 2 of 10
4. Applicant Information (if different from owner)
4a. Applicant is: Agent Other, specify:
4b. Name:
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name:
5b. Business name
(if applicable):
5c. Street address:
5d. City, state, zip:
5e. Telephone no.:
5f. Fax no.:
5g. Email address:
Bob Zarzecki
Soil & Environmental Consultants, PA (S&EC)
8412 Falls of Neuse Road, Suite 104
Raleigh, NC 27615
[phone]
[phone]
[e-mail]
Page 3 of 10
PCN Form – Version 1.4 January 2009
B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
1b. Site coordinates (in decimal degrees): Latitude: Longitude:
1c. Property size: acres
2. Surface Waters
2a. Name of nearest body of water to proposed project:
2b. Water Quality Classification of nearest receiving water:
2c. River basin:
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:
3b. List the total estimated acreage of all existing wetlands on the property:
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
3d. Explain the purpose of the proposed project:
3e. Describe the overall project in detail, including the type of equipment to be used:
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past?
Yes No Unknown
Comments:
4b. If the Corps made the jurisdictional determination, what type
of determination was made? Preliminary Final
4c. If yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past? Yes No Unknown
5b. If yes, explain in detail according to “help file” instructions.
6. Future Project Plans
6a. Is this a phased project? Yes No
6b. If yes, explain.
multiple (righ-of-ways & drainage easements)
-78.46611
0.5
Little Creek (27-43-12)
"C;NSW"
Neuse (03020201)
The proposed work is located in the Willow Park neighborhood of Clayton which consists of mostly +/- 1/4 acre residential lots with single family homes
built in the mid-1980's (1984 plat map attached).
0
Piping & stabilization of a currently unstable, channelized, urban, perennial stream to protect existing properties, homes and municipal sewer system.
Installation of a 54" pipe, riprap dissipater, and natural channel design structures (boulder cross vanes, constructed riffles, etc.). Excavators,etc.
Site & office meeting held with Dave Shaeffer & Cherri Smith on 1/22/2015 - SAW-2015-00116 & NBRRO#14-101 (4/10/2014).
35.656935
290
USACE / DWR
Dave Shaeffer / Cherri Smith
Page 4 of 10
PCN Form – Version 1.4 January 2009
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.
Wetland impact
number
Permanent (P) or
Temporary (T)
2b.
Type of impact
2c.
Type of wetland
2d.
Forested
2e.
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2f.
Area of
impact
(acres)
W1
W2
W3
W4
W5
W6
2g.Total Wetland Impacts:
2h. Comments:
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.
Stream impact
number
Permanent (P) or
Temporary (T)
3b.
Type of impact
3c.
Stream name
3d.
Perennial (PER) or
intermittent (INT)?
3e.
Type of
jurisdiction
3f.
Average
stream
width
(feet)
3g.
Impact
length
(linear
feet)
S1
S2
S3
S4
S5
S6
3h. Total stream and tributary impacts
3i. Comments:
Choose one
Choose one Yes/No -
Yes/No -
Yes/No -
Yes/No -
Yes/No -
Yes/No -
0
Pipe/Culvert UT to Little Creek PER Corps 5.8 116.06
UT to Little Creek 4.9 27.11
UT to Little Creek 4.7 118.35
UT to Little Creek 7.6 22.2
UT to Little Creek 7.6 22.2
305.92
Only impact S1 above results in a permanent impact &permanent loss of stream (116.06 ft.). Impact S2 is a permanent impact, but not a permanent
loss of stream (27.11 ft.). The remaining impacts are either stream enhancement (S3), bank stabilization only (S4) or temporary (S5).
NWP 18 requested for S1 & S2; NWP13 requested for S3, S4 & S5. (Note: NWP27 could be proposed for S3, but in discussion with Dave Shaeffer,
we agreed the purpose of the impacts for both stream stabilization and protection of the adjacent sewer more closely represent NWP13 uses.
-
-
-
-
-
-
Choose one
Choose one
Choose one
Choose one
Choose one
Choose one
Choose one
Choose one
Choose one
Choose one
P
P
P
P
T
-
Riprap Dissipator
Stream Enhancement
Bank Stabilization
Construction Access
Choose one
PER
PER
PER
PER
-
Corps
Corps
Corps
Corps
-
Page 5 of 10
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.
Open water
impact number
Permanent (P) or
Temporary (T)
4b.
Name of waterbody
(if applicable
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
O1
O2
O3
O4
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
5a.
Pond ID number
5b.
Proposed use or
purpose of pond
Flooded Filled Excavated Flooded Filled Excavated
P1
P2
5f.Total:
5g. Comments:
5h. Is a dam high hazard permit required? Yes No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
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 any impacts require mitigation, then you MUST fill out Section D of this form.
6a.Project is in which protected basin? Neuse Tar-Pamlico Catawba Randleman Other:
6b.
Buffer Impact
number –
Permanent (P) or
Temporary (T)
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1
impact
(square
feet)
6g.
Zone 2
impact
(square
feet)
B1
B2
B3
B4
B5
B6
6h.Total Buffer Impacts:
6i. Comments:
Choose one Choose
0
Choose one
Stream Piping* UT to Little Creek No 5,508.46 3,037.45
Installation of Dissipater UT to Little Creek 1,262.09 0
Stream Enhancement Area UT to Little Creek 6,178.97 303.48
Bank Stabilization UT to Little Creek 2,174.84 0
15,124.36 3,340.93
B1 "Stream Piping" includes area B1A/B in which the stream will no longer exist once piped and the buffer would therefore no longer
exist as well. Although, area B1C/D would remain regulated buffer post construction as the buffer would arch around the end of pipe.
-
-
-
-
Choose one
Choose one
Choose one
Choose
Choose
Choose
Choose one
P
P
T
T
-
-
No
No
No
Yes/No
Yes/No
)
Page 6 of 10
PCN Form – Version 1.4 January 2009
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
Yes No
2b. If yes, mitigation is required by (check all that apply): DWQ Corps
2c. If yes, which mitigation option will be used for this
project?
Mitigation bank
Payment to in-lieu fee program
Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type:
Type:
Type:
Quantity:
Quantity:
Quantity:
3c. Comments:
4. Complete if Making a Payment to In-lieu Fee Program
4a. Approval letter from in-lieu fee program is attached. Yes
4b. Stream mitigation requested: linear feet
4c. If using stream mitigation, stream temperature:
4d. Buffer mitigation requested (DWQ only): square feet
4e. Riparian wetland mitigation requested: acres
4f. Non-riparian wetland mitigation requested: acres
4g. Coastal (tidal) wetland mitigation requested: acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
The Town ofClayton hired S&EC to delineate all potentially jurisdictional wetlands, streams, waters and buffers within the work area.S&EC verified
our findings with both the USACE and DWR. S&EC engineers worked with the Town on the plan to minimize stream loss and stabilization and
maximize the use of natural channel design elements (boulder weirs, constructed riffles, etc.). Stream piping was limited only to the most severe areas
of stream erosion and within areas with immediate hazards to existing properties, homes and sanitary sewer lines.
All required land disturbance and erosion and sediment control permits will be obtained prior to construction. The limits of disturbance area and
removal of existing vegetation will be minimized to the greatest extent possible. All disturbed areas will be stabilized with erosion control matting and/
or ground cover as needed to help protect water quality during construction. Construction drawings have been included within this application showing
these protective measures.
Choose one
Choose one
Choose one
Choose one
Page 7 of 10
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) – required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation? Yes No
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.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1 3 (2 for Catawba)
Zone 2 1.5
6f.Total buffer mitigation required:
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).
6h. Comments: S&EC met on site with Ms.Cherri Smith (DWR)who confirmed the severe stream erosion, loss of property, and potential hazard to
existing homes and the Town's sanitary sewer lines. Ms. Smith confirmed that the proposed work would fall under the "allowable"
use of "Protection of existing structures, facilities and streambanks when this requires additional disturbance of the riparian buffer or
the stream channel." As such, no buffer mitigation is required.
Page 8 of 10
PCN Form – Version 1.4 January 2009
E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified
within one of the NC Riparian Buffer Protection Rules? Yes No
1b. If yes, then is a diffuse flow plan included? If no, explain why.
Yes No
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project? %
2b. Does this project require a Stormwater Management Plan? Yes No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:

2e. Who will be responsible for the review of the Stormwater Management Plan?
3. Certified Local Government Stormwater Review
3a. In which local government’s jurisdiction is this project?
3b. Which of the following locally-implemented stormwater management programs
apply (check all that apply):
Phase II
NSW
USMP
Water Supply Watershed
Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
attached? Yes No
4. DWQ Stormwater Program Review
4a. Which of the following state-implemented stormwater management programs apply
(check all that apply):
Coastal counties
HQW
ORW
Session Law 2006-246
Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached? Yes No
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements? Yes No
5b. Have all of the 401 Unit submittal requirements been met? Yes No
The project does not involve a development or the addition of any new impervious surfaces.
0
There will be no new addition of impervious surfaces associated with this project.
Page 9 of 10
PCN Form – Version 1.4 January 2009
F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1a. Does the project involve an expenditure of public (federal/state/local) funds or the
use of public (federal/state) land? Yes 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)?
Yes No
1c. 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 final approval
letter.)
Comments:
Yes No
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,
or Riparian Buffer Rules (15A NCAC 2B .0200)?
Yes No
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):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
additional development, which could impact nearby downstream water quality? Yes No
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.
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.
The project does not involve new development or infrastructure that could lead to cumulative impacts.
N/A - The project does not involves any new increases in wastewater.
The project involves regular maintenance and repair within existing drainage
easements and funded with current Town public utility funds.
Page 10 of 10
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
habitat? Yes No
5b. Have you checked with the USFWS concerning Endangered Species Act
impacts? Yes No
5c. If yes, indicate the USFWS Field Office you have contacted.
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat? Yes No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
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 (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
Yes No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain? Yes No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination?
Applicant/Agent's Printed Name
_______________________________
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization
letter from the applicant is provided.)

Date
NHP and FWS databases were reviewed. The project areas does not include any known elemental occurrences of threatened or endangered species
or their habitat. There are no known roosting colonies, sightings or acoustical recordings of the Northern Long-eared Bat in Johnston County.
NOAA - EFH Mapper website. The project is located in the piedmont of NC well beyond any EFH areas.
SHPO-HPOWEB website.
FEMA DFIRM maps &NC Flood website. The closest FEMA regulated floodplain exists along Little Creek on the opposite side of US Hwy 70
business approximately 0.3 miles southwest of the project area.
-
S&EC, PA
Bob Zarzecki
March 4, 2016
Bob Zarzecki
Digitally signed by Bob Zarzecki
DN: cn=Bob Zarzecki, o=S&EC, PA,
ou=Wetlands Department,
email=[e-mail], c=US
Date: 2016.03.04 13:12:49 -05'00'
Environmental Consultants,
8413 Falls of Neuse Road, Suite 104, Raleigh, NC 27615 • Phone: [phone]
sandec.com
MUNICIPAL OFFICIAL CERTIFICATION / AGENT AUTHORIZATION
Project Name/Description: C'lavtQn Shorn Repair — W4 ecand St. & Park Drive
S&EC Project #12299
Date: 2016
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
69 Darlington Avenue
Wilmington, NC 28403
Attn: Tasha McCormick Field Office: USACE Raleigh Regulatnry, Field. Office
I, the undersigned, a duly authorized municipal official, do authorize representatives of the Wilmington
District, U.S. Army Corps of Engineers (Corps) and Soil & Environmental Consultants, PA (S&EC) staff (as
my agent) to enter upon the property (drainage easements) herein described for the purpose of
conducting on-site investigations and issuing a determination associated with Waters of the U.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 document also authorizes S&EC (as my agent) to act on my behalf and take all
actions necessary for the processing, issuance and acceptance of a permit or certification and any and all
associated standard and special conditions. This notification supersedes any previous correspondence
concerning the agent for this project.
NOTICE: This authorization, for liability and professional courtesy reasons, is valid only for government
officials to enter the property when accompanied by S&EC staff. You should call S&EC to arrange a site
meeting prior to visiting the site.
PARCEL INFORMATION:
Parcel Index Number(s) (PIN): rllultiple — drainage easements
Site Address: W. Second St. to W. Horne St, & Park Dr.C'la Clayton, Johnston ('q__N=C,
Lat./Long.: 35,6569351-078.466107 & 35-65598&1-078.467694
Stream: Ui'I X f l ittle Creel: Meuse River Basin, 0302Q201. 27-43-12. "+C -,NM V'
MUNICIPAL OFFICIAL INFORMATION:
Name: Town of Clayton
Address: 653 NC Hwy 42 West, PO Box 879, Clayton, NC 27528
Phone No.: [phone] Fax No.: [phone] Mobile No.: ( )
Email: inuJtowup ';.la ionlic rurg
TJmothy S. Sini pson, PE—Public Warks, & Utility Dircctoi
Municipal Official Owner (please print) Date
Municipal Official Signature
We hereby certify the above information submitted in this application is true and accurate to
the best of our know/edge.

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1
Bob Zarzecki
From:Shaeffer, David L SAW <[e-mail]>
Sent:Friday, January 23, 2015 8:02 AM
To:Bob Zarzecki; Smith, Cherri L ([e-mail]);
'[e-mail]'
Cc:Patrick Smith
Subject:RE: Clayton Stream Repair Project - Meeting Summary (SAW-2015-00116)
(UNCLASSIFIED)
Classification:UNCLASSIFIED
Caveats:NONE

HiBob,

WeconcurwiththeuseofNWP18forthepipingprovideditstayswithintheapplicableimpactlimit.Pleaselookinto
anddescribeonsitealternatives(i.e.rock,gabion,etc)topipinginthePCN.Aslongasyouhaveagoodrationalwewill
likelybeabletoacceptit.

NWP13isappropriatefortheotherbankstabilizationworkprovideditmeetsalltermsandconditionsofNWP13.

Thanks,

DavidL.Shaeffer,Geographer
U.S.ArmyCorpsofEngineers
RaleighRegulatoryFieldOffice
3331HeritageTradeDrive,Suite105
WakeForest,NorthCarolina27587
Phone:919Ͳ554Ͳ4884ext.31Fax:919Ͳ562Ͳ0421

TheWilmingtonDistrictiscommittedtoprovidingthehighestlevelofsupporttothepublic.Tohelpusensurewe
continuetodoso,pleasecompletetheCustomerSatisfactionSurveylocatedathttp://regulatory.usacesurvey.com/


ͲͲͲͲͲOriginalMessageͲͲͲͲͲ
From:BobZarzecki[mailto:[e-mail]]
Sent:Thursday,January22,20151:20PM
To:Smith,CherriL([e-mail]);Shaeffer,DavidLSAW;'[e-mail]'
Cc:PatrickSmith
Subject:[EXTERNAL]ClaytonStreamRepairProjectͲMeetingSummary(SAWͲ2015Ͳ00116)

ToAll:

Thankstoeveryoneformeetingtoday.Hereisabriefbulletlistofitemsdiscussed.



*Dave(USACE)confirmedthestreamtobejurisdictionalandperennial.

2
*Proposedimpactsincludeapproximately110feet(lessthan25cubicyards)ofstreampiping,25feetofoutlet
dissipater/stepͲpool,and125feetofstabilization.

*Cherri(DWR)confirmed,afterrevisitingthesiteaftertheofficemeeting,thattheproposedpipingfrom2ndStreet
downstreamtothesanitarysewermanhole,wouldfallunderthe"Protectionofexistingstructures,..."useoftheNeuse
BufferRule,andtheremainingstabilizationworkwouldfallunderthe"Streambankstabilization"use,bothofwhichare
"allowable"anddonotrequireavariance.

*WediscussedtheuseofNationwidePermit(NWP)No.18and13forthework.DavewillconfirmwithJeanGibby
(USACERaleighRegulatoryFieldOfficeChief)thatthepiping,assumingadequatejustificationisprovided,couldfall
underNWP18.ThestabilizationworkwouldfallunderNWP13.



WelookforwardtohearingbackfromtheUSACEontheuseofNWP18.TheTownwillworkwithS&EConfinalizingthe
projectdesignandapplyingforthenecessarypermits.



Regards,



BobZarzecki

WetlandsDepartmentManager

Soil&EnvironmentalConsultants,PA

We'vemovedto:

NorthQuarterOfficePark

8412FallsofNeuseRoad,Suite104

Raleigh,NC27615

(919)846Ͳ5900OfficePhone

(919)256Ͳ4517DirectLine

(919)846Ͳ9467Fax

(919)270Ͳ2068Mobile

[e-mail]

VisitusatSandEC.com<http://www.SandEC.com>!

Thiselectroniccommunication,includingallattachments,isintendedonlyforthenamedaddressee(s)andmaycontain
confidentialinformation.Thiselectroniccommunicationmaynothavepassedthroughourstandardreview/quality
controlprocess.Designdataandrecommendationsincludedhereinareprovidedasamatterofconvenienceandshould
1 •
NCDENR APS 17 2014
North Carolina Department of Environment and Natural Resources
wt: Soil cl "4;;,,nm :; ,ai r_ .._,� v is, N
Pat McCrory John E. Skvarla, �I I I
Governor Secretary
April 11, 2014
Bob Zarzecki
Soil & Environmental Consultants
8412 Falls of Neuse Road, Ste. 104
Raleigh, NC 27615
Subject: Surface Water Determination Letter
NBRRO# 14-101
Johnston County
Determination Type:
Buffer Call
Isolated or EIP Call
® Neuse (15A NCAC 2B .0233)
Start@
❑ Tar -Pamlico (15A NCAC 2B.0259)
❑ Ephemeral/Intermittent/Perennial Determination
❑ Jordan (15A NCAC 2B .0267)
El Isolated Wetland Determination
Project Name: Town of Clayton Stormwater Project
Location/Directions: Subject properties are within the Town of Clayton and are developed for
commercial and residential use.
Subject Stream: Unnamed Tributary to Little Creek
Determination Date: April 10, 2014 Staff: Cherri Smith
Stream
E/1/P*
Not Subject
Subject
Start@
Stop@
Soil
Survey
USGS
To o
A
X
South side of
X
X
railroad just
above pipe under
Proctor's Place
B
X
X
*E/I/P = Ephemeral/Intermittent/Perennial
Explanation: The feature(s) listed above has or have been located on the Soil Survey of Johnston County, North
Carolina or the most recent copy of the USGS Topographic map at a 1:24,000 scale. Each feature that is checked
"Not Subject" has been determined not to be a stream or is not present on the property. Features that are checked
"Subject" have been located on the property and possess characteristics that qualify it to be a stream. There may be
other streams located on your property that do not show up on the maps referenced above but, still may be
NorthCarolina
-- v vcccitcucty
North Carolina Division of Water Resources 1628 Mail Service Center Raleigh, NC 27699-1628 Phone [phone]
Internet: www.ncwaterguality.org Location: 3800 Barrett Drive Raleigh, NC 27609 Fax [phone]
An Equal Opportunity/Affirmative Action Employer -50% Recycled/10% Post Consumer Paper

Town of Clayton Stormwater Project
Johnston County
April 11, 2014
Page 2 of 2
considered jurisdictional according to the US Army Corps of Engineers and/or to the Division of Water Resources
(DWR).
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 may request a determination by the
Director. An appeal request must be made within sixty (60) days of date of this letter or from the date the affected
party (including downstream and/or adjacent owners) is notified of this letter. A request for a determination by the
Director shall be referred to the Director in writing c/o Karen Higgins, DWR WeBSCaPe Unit, 1650 Mail Service
Center, Raleigh, NC 27699.
This determination is final and binding unless, as detailed above, you ask for a hearing or appeal within sixty (60)
days.
The owner/future owners should notify the Division of Water Resources (including any other Local, State, and
Federal Agencies) of this decision concerning any future correspondences regarding the subject property (stated
above). This project may require a Section 404/401 Permit for the proposed activity. Any inquiries should be
directed to the Division of Water Resources (Central Office) at (919)-807-6300, and the US Army Corp of Engineers
(Raleigh Regulatory Field Office) at (919)-554-4884.
If you have questions regarding this determination, please feel free to contact Cherri Smith at [phone].
S' e y,
e
Danny Smith -
Supervisor, Water Quality Regional Operations Center
cc: RRO DWR File Copy

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Stream Sketch Map
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2013 Aerial from NCOneMap.com
Clayton Park Drive
Stormwater Project
Johnston Co., NC
Project No.
12299.W1
Project Mgr.:
BZ
Scale:
1" = 400'
2014-03-27
qLegend
Roads
Contours, 2-foot Interval
cV Stream Start Point
Stream
Pipe
Junction Box
Wetland
0 400 800 1,200200
Feet
Stream Evaluation performed by S&EC
on 03/25/2014. This is not a survey.
Stream determinations have not been
confirmed by the USACE or NC-DWR.
Start Stream
Junction Box
Junction Box Proposed
Work Area
Proposed
Work Area
ClaytonStreamRepair&StabilizationProject
2016

Page1of3

Photo1–LookingdownstreamfromWestSecondStreettowardsexistingpipeoutlet.


Photo2–Severebankfailurealongleftbank,activelyerodingtowardshouseshowninPhoto1.
ClaytonStreamRepair&StabilizationProject
2016

Page2of3

Photo3–ActiveerosionoccurringatoutletendofexistingpipefromWestSecondStreet.


Photo4–Severebankfailureimmediatelyadjacenttoexistingsewerlineandmanhole.Proposed
streampipingwillendjustdownstream(left)ofthisexistingmanholeatproposeddissipaterandstartof
streamenhancementsection.
ClaytonStreamRepair&StabilizationProject
2016

Page3of3

Photo5–ProposedS3streamenhancementarea,lookingupstreamfromWestHorneSt.,existingsewer
runsalongleftbank(rightsideofphoto).


Photo6–LocationofS4bankstabilization,lookingdownstreamalongrightbank,temporary
disturbanceforconstructionalongleftbank.
VICINITY MAP
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rf IJTIUTlO°5, IM -5. "Y1�RALILIC. AND OTHER
>° l 5TPlUCTu , AlA'D PROPERTY BOUNDARY PROVIDED
f VY hA:_L LANE) 5UP%VLYING WC. 5MITHFIELD, NC.
2.) 5T AM ANN ^dam LAN! o >CLNt� ATiON PERFORMED 6Y
OR 5*EC Gbh. +x,311 1120 1 d
f= 41 711UC f .3-) AU L^OCATION5 fiJJQ Et 'k'" UN5 A;, E APPROXIMATE .
{
z
o
l i —
5 5eml 4 Fnwfrcahm_rrn�l Crrt3ultart�. PA M.C. Flfi'M UCENH NO. C-214, � � FACT SHEET � � I -
�:�Tf�EAF,�1 ilv�f•'u.�;TS
Impact No. frr,l�a�t Ty�ae �t°�+�arr; Length Impact Area
(Ft) cs��t)
� Balnle 22-20 8fl.88
:�tab�llratic�n
S� dank .20 8E.87
to Fat I Izalrl [lil
BUFFER dhY1:��,�TS
Buffer Area
Irrtaacc iV�. Impact type(5c�.Ftj
[��A Dank

VICINITY MAP
(U5G5 CLAYTON QUADRANGLE)
NOT TO
ENVIRONMENTAL DE I N FIRM:
501L t, ENVIRONMENTAL ENTAL GON5ULTAINT5, PA
4 12 f',all,5 of Neuse Road, 5vite 104
Faleigh, NC; 27G 15
(919) 54G-5900
FREPARED AOR:
TOWN OF CLAYTON
PO L30k 879
Clayton, NC 27528
Contacts:
5teve, Blaskc Chas Rowland
( 19) 553-1530 ( 19) 553-502
CONSTRUCTION DRAWINGS FOR THE
TOWN OF CLAYTON
STREAM REPAIR * STABILIZATION PLAN
JOHNSTON COUNTY, NC
CONTENTS:
I . COVER, CONTENT, 4 'VICINITY MAP
2. CONSTRUCTION 5EQUL ENCS
. EX15T1NC 51TE CONDITION5 1
4 � f-45TING 51TE CONDITION5 11
5. E15TINC 51TE CONDITION5 III
G. PROP05ED 51TE CONDITION5 1
7. PROP'05ED 51TE CONDITION5 II
. PR P 5ED 51TE CONDITION5 III
9. PROP05ED F'IL'L 4 5TREAM PROFILE
10. P'ROP05ED STREAM PROFILE DATA 4 TYPICAL CR05-5ECTION
1 1. DRAINAGE STRUCTURE INSTALLATION DETAILS 1
12. DRAINAGE STRUCTURE IN5TALLATION DETAILS II
13. [DRAINAGE 5TI UCTUR.E INYALLATION DETAIL5 111
14. IN -CHANNEL 5TRUCTURE DETAIL5 1
15. IN -CHANNEL 5TRUCTUR,E DETAILS 11
I G. BANJ1 5TADILI ATION � PLANTING DETAIL5
17, ER0510N 4 5EDIMENT CONTROL PLAN I
15. ER0 10N 4 5EDIMENT CONTROL PLAN 11
19. ER0510N 4 5EDIMENT CONTROL PLAIN III
20. P'L1MP-AROUND DETAILS
1. ER0 10N CONTROL DETAIL5 I
2 . EF,0510N CONTROL DETAIL5 11
DETAIL5
23.EP05ION CONTROL DETAIL5 11I FRELI M I NARY
2 . EI 05ION CONTROL DETAIL5 Ill
NOT FCR CONSTRUCTION

The following Con5truction 5equence applies to the construction of the
Town of Clayton 5tream Repair t 5tabilQatoon Project:
I . Towr, las obtained MJ Aff and h9 Df-NP,-DWF,, approval.
. Contractor to confirm Town of Oyton Lancs Disturbance requirements
prtor to construction.
Contractor to locate and mark exe5tdng utilwtie5 on 5Ite. Perform, Fite
walk-throiucjh with Town of Clayton and Engineer. Contractor Shall
protect existing utilities a5 nece55ary for the duration of
con5truction.
. Initiate read closure of West Second 5treet per Town of Clayton
re uirement5.
. In5tall temporary construction entrance, 5ilt fencincj and tree
protection fence a5 5hown on the Drawmg5. Aucynent erosion
controls at the Lngdneerti5 and/or Contractor's di5cretwon.
G. Install check darn immediately do+wvn5tream of the work area. install
cofferdam (impemou5 dike) or Ene3incer approved equivalent
immediately above the start point of pipe installation or Stream
repair5. In5tall temporary dewatering pump (if nece5-5ary to dl5charge
to 5pecral stilling ba5jr (dirt bag).
Note: Construction to be performed from, upstream to
doWn5tream in repair reach. repair r-eache5 a5 5hown are-
approximate
reapproximate and may be modificd at the gine of con5truct�on
I aSe+d on 51t : conditions. Engineer approval * require prior
to repair reach modification.
7. Remove trees and under5tory vegetation within work area.
Remove eX95t1n43 pIpe5 ,and ,Junction boxe5, ution Shall be applied
based on existing utilitie5 to rernain in place.
Over excavate to remove un5 stable material. Maui and di5po5e of
material as regulated by local, Mate, and federal regulatfon5.
Compact a5 nece55ary to allow for pipe and junction box in5tallat+on -
In5tall pipe and junction boxe5 to lane and grade shown on the
Drawing,5.
)0. Grade 5urface 5Wale above pipe to dimensions Shown on Drawings
and in detadl5. Extent of grading and 5wal+e aligriment/slope may be
adj.u5ted by Engsneer at the time of con5truction. Where appropriate,
blend grade to adjacent Ground 5urface, 'Sitab1112e Swale and
5urroundrng area per 5peciificatdon5.
l l . Grade stream channel banl<5 in 5tream repair reaches to dimensions
5hown in details. Extent of grading and channel alir nment/5lope may
be adjusted by Engineer at the time of construction. Where
,appropriate, blend grade to ground Surface.
12. Install in -channel boulder 5tructure5 and constructed r{fflee a5 shown
on the Drawings anti a5 directed by the Engineer.
13. Line repaired Stream banks with CF -7 matting or Engineer -approved
equivalent a5 con5truct+on proceeds,
14. Apply ero5ion control 5eedong rnea5ure5 to d,5turbed .areas as final
grade i5 reached. Applyr 5oil amendmCnLt5 015 needed to prepare for
Seeding and planting. Apply ternporary and permanent 5eedmc3
rnea5W-05.
15. Remove e3ravel check clan, cofferdam, pump around equipment, and
any other temporary erosion control device -5 a5 con5truction
proceeds.
l G. Perform Stream bank plantinc3 a5 Specified. Engineer to be notified
prior to planting ob5ervatron to approve plan�tinc3 bed c ndition5.
17. Cord ►nate for walk-through m5pection with Town of Clayton.
Engineer, and Agency Representatives, if nece55ary..
=d Ot;h C-21.41 CON5TRUCTION 5E E /E
f RELIMfNARY
NOT FOR CONSTRUCTION
kn
6
0 �

0
NORTH
5GAL;E -1" — 10
2 mmm�p
"ml
CONTOUR INTERVAL $ I'
FJ STING 36` RCP
INVERT IN ELEV. 304,73'—
INVERT OUT ELEV. 304.62' ,
tf15TING 184 RcP
INVERT OUT EXV- ,304.7.3
INVERT IN ELEV, 305,98
IIE5 TO UPSTREAM CURB INLET
JUNCTION IX NO. J'
p, BOX INVERT 3014.'3 1'
N
50X TOP ELEV, 309.49
EX15TING 5TREAW. ALIGNMENT
± 15T1NG 5TORM- DRAIN
EX15TING 5ANITARY 5EWF_
- EX15TING FENCE LINE
EX15TINGWATERLINE
�---� PROPERTY LINE
EX15TINIS I -'FOOT MINOR CONTOUR
EY15TIN6 5 -FORT MAJOR CONTOUR
"15TING 426 hDPE PIPE
INVERT IN ELEV, 304,77--,
INVERT OLIT ELEV. 304.57'
r`
I
E) WING +42" MDPE P'IP'E
INVERT iN ELEV- 304 5G'
INVERT OUT ELEV, .301 6G'
..ANW
nir�tl1
i NC -PIIS 16591 6-84.5543
Q
a
EY15TINGJ 5'RCP
INVERT OUT
ELEV_ 309 .53'
JUNCTION 5M NO, 2
{5OX INVENT ELEV. 304-56
IDOX TOP ELf%' 309 1&3
.5, 'O/
24` CPP, INVERT OUT <16
ELEV. 30.4 43'. � /-
UPSTREAM END 8L 1 D. -
LOCATION UWNOWIN
i_
�Y15TJNG
VfGIETATION rrYf'.y
f1J'5T1NG
h06)5E ll yr _.}
DRAWINGS PRINTED
AT F1ALF-5CALE
C 2015 5ai a Erhrr my ;A_ 1 Ca -6j m,5. FA N_C. FiRm ij(�N5C NO C.2 1,4 1 EX15TING 5 I T I O N 1
PROPERTY LINE OWj
NOTES
5M pA.'I'A IUC1'LIM4G ROAM, WSTING +IfiL7 "
LlfitltltM. TM, MYPP'JyWC AND QT"M
STIR4aGR0125. ^NO MrUM BOLM)Arr It0"[X
15Y LANE) 5UKvrvIW MIC WAThrimD. Nc
1 *STIR: A'W MV WSLAW rre iFirA1Rt'! 4 rr;,r w—sb #r �k
WC ON ON I I t2015
PRELIMINARY
N07 FOR CON57RUC i IOW
6

0
NORTM
CALF. I ' e 10
2 C7 0
CONTOUR, INTFPVA.L = I'
DRAWING5 PRINTED
AT HALF -SCALE
_
LEGEND
EXISTING 5TREAM ALIGN MfNT
�[Xl5TING 5TH RRAIN
U15TING 5AhNITARY 5FWtK
—
EX15TINGFENCE LINE
— . — EX151ING WATER LINE
fi ROFERTY LINE
EX15TING I -FOOT MINOR COWOUR
EX15TING 5 -FOOT MAJOR Ct7hd OUR,
EX15TING
VEGETATION Mti'T'.1
EX15TING 15'\
RcP IIUVERT OUT
ELEV. 294.49
EXISTING 4e,' PCP. INVEIRT
1N Ems. 253.69'. 1NIVEKT
OUT ELfV 293-14'
PRELIMINARY
NOT FOR CONSTRUCTION
EX15TING 15` 5'RCr
NVE1 1f
OUT
ELfV, 294.15
S�
0 �.
EX15TING SITE CONDITION5 II
4
M LINE (PIT I
d f
LMLIVES, m 5. r r eut� I
5tP UKt5, I. KTY PROVaD
2 l STRZW AND METLAW i WATI©N rr"CKMVQ B,
-%rc I Q3v+ pr2ok I).

SCALE I I (Y
;2!"Ml po�p
CON70UR INTEPVAL - V
DRAWINGS FATED
AT HALf-SCALE
LEGEND
EX15TING 5T AM ALIGNMENT
=---_----EX15TtNG 5TOP-M, DRAIN
- — EX15TING 5ANITAKY 5EWfR
- . — M5TING fENCE LINE
EXi5TMG WATM LINT
PROPfRTY LININ
1*
tX15TING I -FOOT MINOR CON -TOUR,
EX 15T I NG 5 - 1`001 MAJOR CONTOUR
FELT MILAKY
NOT f0K CON5TRU CTIO
N
EX15TINC
(STING FAJUNG I
LfNGT)l -3(7 (APPR
IY15MG WCOC,
/j
N
A& KCPMTlM ftAWED
END 5ECtION MMU
M ELM 22.221
OUT CSV. 287 71P
o
o -/r
46'/
f_Xl5TlNG
VEGETATION ffYF,)
IZ'TY LINE r")
15TING MOUM (T),rj \ �,N\
EXISTING SATE CONDITIONS III
51 rf DA I A WAAJDIW RCAJ)S. M51NG C0W(X)W,5.
U71UTICS, TFM,, H1D94WLC AND COMM
smmpjts. A40 f"RTY BMNVAKV 1PROVIMP
BY "AU I.ARD 5LMVrnMa 14C 5WTMf W, W-1
SIRLW AND WrlAANV MUNtAlsON ""Mf" OY
54rc 004 ov I It" It 5
Rr
V

.0
NOP,Ttl
51C I' - 10
2 i� --,
CONTOUR INTERVAL a _I
LEGEND
,— tXISTING 5TREAM ALIGNMENT
5TORM. DAN
- - — EX15TING SANITARY SEWER
— EX15TING fENCE LINE
— . — EX15TiN G WATER. LINE
PROPERTY LINE
•.._X�PRC7F05ED CONTOUR5
5A' RCP, 22'..3' LF @ 5LOPE-0.OG3 717.
INVERT IN ELEV. 3060 7'5%�
INVERT CUT ELEV_ 303,35'
INTfF,FMNCE BOX
WiTM MANHOLE ACCE55;
EX15TING 18' RCI', INVt T HIT �
ELEV. -304.73. CUT F'IfE t TIE T �
JUNCTION DOX I
€X15TI14G I -FOOT 'MINOR COWTOLIR
EX15TING 5 -FOOT MAJOR CONTOUR
5URFACf DRAINAGE
ALE. 5LOPf -0-050
FT/ T, 5EE DETAAL
0+50.
JUNCTION 50Y I
TOP fLEV 310.E
WITH MANI-110 J` A F55
If
7
JUNCTION 50Y 3 WI
QCr RCIP, 16 LF. 5LOFE-0.025 INLET MrK a fL.EV
FTff7, INVERT 1N ELEV. 298.4 '^� 303.5x. TOP EOX
298.00"
OUT S'
ELEV. 30+i 50 WITHINVERT OEL
ti MANHOLE A C 55
2 + 0G (.
R.IF'W OUTLET PKOTfCtION
5EOT ION @ f Lf V 297 ba
5EE F'RCIPILE 4 DE -TAIL
0+00,00 D KAWI I V G5 FRI I V TED
T Lf-
±' rt15TING 15' K
y' 1NVEKT 30G.53_ TO REMAIN
5�4' RCP, 12 7 Lf 0 5LCrf-O.i 3 FTIFT,
kNV I IN f>iEV.303.)5'
INVERT CUT ELEV 302.35'
ow
4*11
' 54RCF. 14 LF• @ 5LOi L -.ISI. j0 r
IFT. INVER- IN ELEV. 303.2(7
INVERT OUT °tEV 301
JUNCTION 5OX 2 W TH
WEIR Q ELEV .f1C7.
TDP ELEV 3019.50 VATH
' hM4A HOLE ACCESS
CI,.
54' RCP, I ?0 LF. 5LOPE=0.025
'!`Tim. INVERT N ELEV. 30 i _90,
INVERT OUT ELF -V 29B
EJf 15TII1 G
VEGETATION {1W 7 10
0 Erw omoc -E CmwMaht�*. PA _NP_ C ?:MW U IMS. 0-2141 FROF L 5 1 T E ' Y ITI 5 I
06
W Tr5
I 1 5+1t DAYA 111C1UD0415 Rp,AM, M5T9015 COUTOUlt
UTI TItS, TVX5, 1Tr 1.1C AW OTHCR
ST1151)CnIft.M, ANV PWftKty lwDARY
By SuRvr"146 INC, SWMPIfLv. PC
21 5T#tIbW A:1O WIVI.A'l ,'1 [PEI. WAT" I'MMWV MY
5arc .M 031 ?ao 15
5.1 +ALiCCAjjoN5,A►1LTELfVAJII A!'M_(o T,1"
AND MAY Ot AI]JU5YED 15Y 711[ D44HtCFt C A ZO 04
U)"Do 1045 AT T"r TOW ire' crJ95TRIJOIIQN
4.i If aCI°1 tro A Owe swcv exisfimG "A,TL[?mm
VfGZ7AT*N VAY N WT IN FlAa ALL P" t!p *AlTrU +j
C1+►G+JtiU M 5041T. ARS' StW . PZtWKt S"ALL IN
RICN�D
PRELIMINARY
NOT FOR CONSTRUCTION
Oa
h■kmw

6
NORTH
5CALf 1' = I 0
0
CONTOUR INTf RVAL
DRAWING5 FRINTED
AT HALf-SCALE
LEGEND
fx5TING 5TRf AM ALIGNMENT
==EX[5'T4NG 5TOW, DRAIN
■ — EXISTING 5AN ITARY SEWER
— s — U15TI-NG FENCE LINE
tX15T ING WATER LINE
FROFT-RTY LINIF
PKIDPOSED CONTOUR5
EYJ5TING I -FOOT MINOR CONTOUF
MYtNG 5 -FOOT MAJOP,!CONTOUR
PJFRAP OUTLr MOTECT ION
AP", TIE TO FLARED END
5tCt*N @ EUV Z97 td
5EE PILI FILf 4 DETAIL
CON5TR1-IC-TED RIFFLE
(rYF 5E DETAIL
EX15TING 484 RCP
INVERT IN ELEV, 293 G9'
INVERT OUT ELEV, 253.14"
01"41
C:)\/
FRELIMINANI
NOT FOR C0N5TKUC;Tf0N
,, c: - L, � .1
-TREAM'REP AIK
kDILIZATION AT
ION 2+5590.
ATION 297.10
055 -VANE
ft DeTAJL
3+50-00
END 57REAM REPAIR
-AND 5Tok51UZATION AT
57A. 3+73.36, ELtV
293.G9
54LL ".),
L
3 -+ 00 a(-)
r
04a
'N-2 + 50,00
EX15PNG c:
FENCE ("j
B
Ivwu
a I
in I
PROP05ED 517E CONDITIONS 11
--vCE DATA lWUUPNG M. U15T04 COWCUM
LMIMtS TPXfS KrtKAULIC AND Clthtft,
5ritucruFT5, Aim Pit 3PtR3YDOUNVA& Movuv
5y MAU LWO "VE71ANG iW-- 5WiYMlttjD, NC.
2) 5MAM AND WtTLMD OCUNLATION PtV0~D OY
We ON cw 4 1x2015.
3.4 ALL XCATONS AND CLUA14G145 AM ArFKOXNMTE
AM MAY 0 ADIU5ltD 15Y Ytot rl4lNfVt BA50 ON
CDWITIONS AT lht 11#4 Or CONSTRiCbDk.
5TRVCTM � OCATK* AND TM W APMOMWt
AND MAY ft A3)JL61et) & 111 CCER At T"t TPVf
()f Cc045TRwc_7poh
0 MMW APPROPIUAll! SELLCt "t5TING MARD60M
yeasAT" mAy ac Lfr* rN mAa, Au nNm wT"m
INF UAM SMftAMY 5MM C.} KT 5MALL CC
REMOVED -

NO Trl
5CALL I ` z 10
I
CONTOUR INTERVAL = I'
DRAWING5 IRI 1TE
AT HALF-5CALE
4
LEGEND
EX15TING 5TREAM ALIGNMENT
EX15TING 5TORM DRAIN
EX157ING 5ANITARY 5EVVER
} -- EX157 ING Ff NU UNE
EX15TING WATER LINE
FROPERTY LINE
EX15TING I -F00T MWOR CONTOUR
fX15TING 5-FO+DT MjkJC]R C[),NTC)UR
ti
`•
48' RCP WITH\INVERT
END €I I4
'N =V.
OUT ELEV" 2157,77'
EX15TING,
$ANK RfPAJR
5TABiL ZATIC
5I=E DffT
EY1'5TING
VGETAXII)I'+1
ej
EX15TING
WOOD FENCE �
PRELIMINARY
NOT FOR CONSTRUCTION
f�.
15 5cW 4 fn6,wDrrrmTtA rbm. trots.. P& W.C. fIFM UCE NO f-21,41 F F 0 5 E 1 T CONDITION5 III
%OTM: R
I ) 5ITt [MATH I►JA kuCNFIG PRAM. CM1iSUW. Co1 of ,
LMTICITIM, TW5. IS'+T?Il MIC AW CrTHER
STIftottuKES, AW Trlk,[WrRTY 50vfdARY flf.ovtM
IVY T#AU LMO %Ttv1;.`1'1F4 INC. 5Uffwl`imo. nC
f StKf AOA AhV 4 rIL AND CCCUWATON FMCAP40 fSY
56cc ON 03011120 15
3 1 ALL LOCATIC"5 ViV flZWK0115 ACG Ar"J:) IIN,ATC
040 WAY Bt AvAisTry DY T"t MOM I ksm 014
iD4IK)N5 AT THE TIkI'C CX C iill.ICiK)k
4) TCIE AND b Aw 51MDL ZAtION LOCATION t5
A"RiOXI1,rTJATf MD k+ y K +ADJU570 BY TI
AT Tl$ Tiw CW Cm5TRt TON.
5 I 1!' DUMM ABATE 5CUCT &IST13YG ►tAitry,4OD
V'EG.rTA'n0H MAY Ce Tfrr N MAU. Au PIS VAITM;i
5AWARY SCIA". CA -St ME Pit 5hAll tSC
1L
u ]
if
,l
.x�
EY1'5TING
VGETAXII)I'+1
ej
EX15TING
WOOD FENCE �
PRELIMINARY
NOT FOR CONSTRUCTION
f�.
15 5cW 4 fn6,wDrrrmTtA rbm. trots.. P& W.C. fIFM UCE NO f-21,41 F F 0 5 E 1 T CONDITION5 III
%OTM: R
I ) 5ITt [MATH I►JA kuCNFIG PRAM. CM1iSUW. Co1 of ,
LMTICITIM, TW5. IS'+T?Il MIC AW CrTHER
STIftottuKES, AW Trlk,[WrRTY 50vfdARY flf.ovtM
IVY T#AU LMO %Ttv1;.`1'1F4 INC. 5Uffwl`imo. nC
f StKf AOA AhV 4 rIL AND CCCUWATON FMCAP40 fSY
56cc ON 03011120 15
3 1 ALL LOCATIC"5 ViV flZWK0115 ACG Ar"J:) IIN,ATC
040 WAY Bt AvAisTry DY T"t MOM I ksm 014
iD4IK)N5 AT THE TIkI'C CX C iill.ICiK)k
4) TCIE AND b Aw 51MDL ZAtION LOCATION t5
A"RiOXI1,rTJATf MD k+ y K +ADJU570 BY TI
AT Tl$ Tiw CW Cm5TRt TON.
5 I 1!' DUMM ABATE 5CUCT &IST13YG ►tAitry,4OD
V'EG.rTA'n0H MAY Ce Tfrr N MAU. Au PIS VAITM;i
5AWARY SCIA". CA -St ME Pit 5hAll tSC
1L
u ]

PROPOSED f ROFILE (eta. 4+00 to 4+00)
iNTER"RENa BOX
FOR 5+4ldIIfiAFyi'IyS R, CENTERLINE�py�ELEV, 3y 1 1. 16'
SA'RCP. L-22.3 54'
1�Y...f . L- 1 G.f
SLGFf-0,00FYFT 5i C?PE O.0 .3FT FT
32,0 —
JUNCTION 5OX 1.
5f E DETAX5
PRELIMINARY
N07 FOR CONSTRUCTION
JUNCTION DOX .2,
I
4+FR (P4r�.y��A�l. X,)
a4` Imo. L- 14'.
i E)"NA ,.+�.�ALZ
54' R.GP. LE 1207.
JUNCTION BOX 3 WW INLET W'EIK
`w
5LOFf-0.025 FPFT
CR.E.5T ELEV. 303.501 rT•, MIN. WrIR,
30c 05
.,.
-
�'-.
_
_-- -'gq�121��Fr., MIN. WEIR MT. -0.5
—
1L�E�PIGTIl
1 1 . r. 5ff DE 1 AJ
75
k
j
�pp•yy�y� i
$041 7
$
3ol OD
5 �F� � IG r.
5L PT- 2 FT
j, 02. OL)
i
R)FW0UTLE7"DTECrrQN,
5ffr D TNL5 -
- - -
5TA. 2+55.W, 'FIE TO
^ ' --
1
OI,JTLET M0TEGTIpN is
TIE EX15TING CMANNEL
I B
2" 1 I`
`ATION 237. 10
Ear 295.07
E 15TING 8'
_
. ANITA ! 5EMF,
TIE TO CXISTING
SMAM CHANNEL
_
EX15TING STI «
Ga FLARfD-f ND
INVERT JAPP X
551ECTII 1.#8',
.
,. d
5LO L-0.025 i I(FI
® �. i@wry. �{�.,��y �Y
RE /'JKED 5TRt VIJ1
-
;
INVERT (DAPI KOX,) EXJnNG 4& ICP+ UF5TKEAM —1
INVERT ELEV 293.Ggr
1
STATKA
END 5TRfAM REPAIR AND
STAEWUZATION AT5TA4
3+73,3x6. CLEV, 293.G9
PRELIMINARY
N07 FOR CONSTRUCTION

STATION
BED INV. ELEV.
BANK M.
FACT
STRUCTURE TYPE
STiRLIM W. ELEV.
2+55,60
297-10
299.45
Stfucture
Bourder Cross Wane
297.10
2+59.60
296,60
298,10
Pool -Shallow
2+62.45
296,70
298,05
Structure Step
Cross Vane Step
296.70
2+68.40
795.95
297,90
Pool • Deep
2+79.00
296.50
297.85
Head piffle
2+96.00
296.03
297.38
Toe Riffle - Structure
Boulder- Cross Vane
296,03
3+00,30
295.53
247.0.2
Pool . Shallow
3+03.25
295.53
296.98
296.83
Structure Step
Pool - Deep
Cross ►farce Step
295,63
3+09.80
294.88
3+19.00
245.43
296.78
Head Riffle
3+36M
295M
296.35
toe Riffle . Structure
Boulder Sill
295.00
REPAIRED 5TREAM PROFILE DATA
TMC& RIFFLE
* cRm5-5rcTiON AREA, 5.2.0 SQUAB FEEL
■ 15MMFULL MOTH 4,75 FEET
WFLE MEAN DEPT M 0, d FEET
* RIFI L,E VAX Df PTM N .35 FEET
REP IR D 5TRfAM K0 - EI TION
(NOT TO ALE)
Trr-Ai erxni
2. Cr
• CRD556ECTiON AREA 7.85 501jAI FEET
■ FOOL MEAN DEPTM i , 3 FI -T
f RELIMlNARY
tJ07 FOR CON5TKUC710N
PROPOSED STREAM PROFILE DATA * TYPICAL CROSS-SECTIQN DETAf L5

PSI -Pr STEPS RRO%QED BY
PRECAST 61A4YVFAC`tURER OR
UA LP41DU TRIES SEE OET0JL
00604 MUST MEET OSHA
kEOLMREMEH T
is
,a
roR PKCAST GO)ES.
4t TS TO BE SEO"D
NTH 6UTYL RAR,
JD04T S£AtruuT=
WdTE 7
PRELIMlNAKY
NOT FOR CONSTRUCTION
T 00?
v
%0 �� � 0 �
e '0,J.
�
'- 9* 5t 0WN Of 5thDKA(NACA c
eat QJG EW x 11$x,143 rte C'>�'T0JL N G313.Ct3i
JULY 20 F 0
TYPICAL MANHOLE COVER [7ETA(L
(NOT TO SCALE)
Ile COUPOPUNC
EXPANSION WATT hAj
SLE NOTES
PFR DETAIL 639.01 PEylO ]M
NOTE' i3RrVtEFi P. S t. CSE TE
I . Use either concrelek bullding brick - INVERT DETAX 634,01 ExTE1rt6EO BASE
ASTM C.55. grade N. lype I or clay brick - ASTIA C32. grade AIS.
2. Mortar to be type M.
3. Concrete pipe to be class VII.
4. Reinforcing 3bown is cdeQuafe for a maximum clear spars of 4' bated on 200
IPSF lire load plus welghl of top (Non traafftc). NOPE tar design for loads & spans
thof are grealer..
5. Precast boxes to conform Jo 1atesi i1STM C-993.
6. All 4ox:s over 3' -VS" in depth shall be provided with slops (12" OX,),
7. Provide 2' diameter opening and addillonaal edge & dlagonal rolnforcing In
concrete fop at Manhole frame access.
8. Top of precast box lis be fluid adjusted using methods oulllned In specifications.
9. This delcail Is ca representalion of the minimum sta+Idards for Town of Claylon
rnonhale juncilon box. Refer to NCOOT StdDela-lis 640.00. 040.31. 8400. 840.34.
84(3.45, 840.46, 8,90.51, 640.52. tl 840.53 for actciMo nal details and ragw1r4menis.
TYPICAL JUNCTION SOX DETAIL WITH OR WITHOUT WEIR INLET
(NOT TO SCALE)
4' Mak: Cr
AU 3
TYPICAL DROP INLET DETAIL
(NOT TO SCALE)
TOWN or CLA`' ON GCNICKAL eK)% ?1QJFAT*4 AND MATMAIL5 TO CC3MFLY VATIM
T'r'Fr-k .t TK)N BOX DfTA.Ie_ TYPCk AMCF10N OM DVAIL- fAANrICU ACM6 MV 5trr5
T AIL NO034,01 AJlC tt t I.n la,
JULY 2010
2'-1 CKADt 5lJKk0UKWG AMA51 M Tt1AT GKDUND %WAS 15
t WTTrM WEAR MZVACTK)N Ok AM 1-10t5 CW WX
D LI GE STRUCTURE IN5TALLATION DET ILL I

Drainage Structures Notes:
Unless mors stringant raquimmentai are called for ran raefeirsrsc d NCOOT standard daiaRs,
they foilnWing $haxll appty:
1 Boxes may be reinfon d masonry, masonry, pmesasl cuncrele'r or caat-4n-plaCQ FOWftMled
coocnma.
2. Any non-Star4ard box Inon-standard meaning not show in this manual). Is to be designed
by a NC Professional Engineer and approved by ttte Town J~r reer-
3, The rnaarimum height of an un -i ell ced masonry drai-rw9e structure with 8' wells shall be
lim!leed to 8'-D* form invert of lire cram pipe to the liapeaf Ilse exp. Dq*s greaW ftn
$'-fir' shall have walls 12" thick. ovor 17 In 10 1 be d"ned by a 11C
Professional Engineer and appgwW by the Town Er%pneier- F ff,ch walls are not
allowed on drainage strudure+x. BOOM slat on shWureas shall be reimforced when box
depth exceeds 8 1,
#. Steps are To be provided on all basins deeper ftn 3W-
5, Steps are to be PS1-PF as manufactured by M. A, Wustm or on approved equal, Locate
on cion -pipe walls- Ste3prs shall met OSHA Its.
6. Mortar In masonry boxers is to be type M.
7. Clay brick structures are not allowed-
ly. Concrrate pope is to be minimum dcas Ill,
9. Goncrate building tx rk is to menet ASTM C45, Grade N, Type 1 and must be NGDOT
standard.
10. Alf Iasi-in#placa or precast concrete drainafa structures located in paved areas acces54ble
10 truck loadings to be deslrgttiad to meal AASHTO HS 24-44 kmding. Seip manufacturers
detells lot wa II. lop and bottom thicknesS-
11. InSWe of taxers shall allow for 8- of ctearsnce on both sides of pope. The dimension sir+
on the atrrudLKes In this manual are minimum dimnsions. For boxias witty greater
dlrneens+ions. Quo corbel walls, add a relnforcead concrete dap slab or lengthen box by
adding additlonal grates & frarnes. T%i and bottom slabs to be des" by NC
Professional Engineer and approved by the Town Engineer for KW ksading-
12. Maximum horizontal span or an 8' thick wall shall not exceed 8' for boxes of 8 Root or less In
depth and 10 feet for boxes 12 fret at less an death
TOWN OF CLAYT0*;
V AINAGC WRLACi1rr f NOTI!ft
C ETAL NO. 04-02
JULY 2014
TOWN Or CLAYTON
DUAIL NO. 631.02
JULY 201 G
DfWNAGC _'WAj C C1 :
M t A5f W=11 12 FT
-
• Mak. t3!' h - 0.5 r'f<t'r
• 51(X stom 5I1 IV
• LC11wIC'. 5CO" . 0-050 rVIR7
tJf"FTH -C7.5
r�rlC2tat-
TYPICAL DRAI[NACE CHANNEL DETAIL
(NOT TO SCALE)
PLACE #57 STONE
AROUND CKJTSIDE Or
-SECTIONA-A
ry'-Prnrr
-LOPF OF CHA?
ON PLAAYS.
I!OU7 AROVA
DE OF ALL
J-01RE SHEU
PRECAST BOX
PRELIMINARY
NOT FOES CONSTRUCTION
PLACE #57 S70NE
AROJND CII-aTS Q Of
"IPE AT SOX
' "110N 8-13
TYPICAL jUNCTION 15OX INVERT DETAIL
� � I � F1 ti l- NOT TO 5CALE)
NOTEa
1. Invert to be o minlrraum of 3000 PSI of 28 days cortcreale.
DRAI NAGS STRUCTURE INSTALLATION NOTES * DETAILS 11
TMW Of C AY704
FORMIM INilt"trtT MTAIL
MTAJt NO. 09.Ql
AKY 20 10

SAW CUT EX
ASPHALT—
ECS AP PA+VELIENT
UNDISTURBED
EARTH
SELECT EARTH 'I1-
(IM11AuL) B1„_ACKFIL
(DE AIL 511 01) —
TRENCH WOTH- Y
(PIPE 0 # 12` wIK)
(PIPE 0.D + 24' MAX
BI TVLMNOUS CONCRETE SURF ASCE
COURSE TYPE SF -95A MAIC14
EXISTING, PAVEMENT OR 2' WIT+ItMUNI
So MOMW AGGREGATE BASE
Cpm TYPE Aec -
W. HAANICALLY COMPACtED COMMON
TiENCH (rINAL) BACKFILL, 6` LAWRSs
"% STANDARD PROCtOR (AASH?O t-99)
FLOWASLE rILL AS ASH ALTERNATE MAY BE
REOV1 RED BY TO W4 CNOI SEER
BEDDED PIPE
PAVED 'SUWACE FEPA IR
(SECONDARY HIGHWAYS)
PAVEMENT 5URfACE KEPAI, DETAdL
(NOT TO 5CA1Q
NOTES:
t. All ,pavement shall be repaired within the same we*k It is cut.
2. Sea detail SI 7.01 for iocotIon of matalsic and Aon-matolllc tope over
nonferrous p1pallnas.
TOWN Of CLAYTCN
PAVrMlC'KT WRfACt krfAIR DU -AIL
DVAIl W. GO 1 03
JI.ILY 20 d O
CARRIER PIPE
NON—WOVEN
CEOTE X TILE
FABRIC FILTER
UNDISTURBED
EARTH
MAX, PAYMENT UMI T
Ai
12-
TYP,
t
I
PIPE 12"
O� D. T YP.
PIPE EM13EDMENT DETAIL
(NOT TO 5CALE)
PRELIMINARY
NOT FOR CONSTRUCTION
RESTORE GRADE TO ORIG[NAL
GROUND SURFACE ELEVATION
(SEE DETAIL C01.01)
EXISTING SURFACE
— VARIES
SEE NOTE 3 (VARIES
WITH PIPE BACKFILL
CLASS, SEE PARACRAPH
2,1-2A OF SPEC: 02275)
—SEE N O TE
SEE NOTE I
TL7'V N OlIff CLAYTON
LIN5[MABLZ 5U5GRI1DE TRFNC:M DETAIL
XTAIL NO. OD V2
JULY 2010
S I N AG E 5T RU CT U .E IN5TALLATION DET (L5 III
r; 1i1

CL 5 'A`v
A&C GAti;Tf 5TC5AtL
--NkA
fUrEXTIC fAP C
I�C7EI�
I WXL0VR CPZW VANC MAYaC
DEPENDING ON SM CONDMON5,
2. ILt $t CW55 VANI! MALY !HE MWFZD
AND CC]NSTKLCtty A5 Dommit j-
now
W. CIA55 T'..AND
_.�`
157 AGrOtGATZ 5TIC UC MIX
G "EOTOM #` ?AMC FCC"
BOULDM
m t
J- MAY IE CONSTRUCTCit
W7'Tfi Otfr STEF DEPENDING ON SM -
PROFILE
PR ME
iLDER OR
LOG STV
11;3
C A55 'A' OR W
AC-CMGATt 5TONt
WuLm olz
= STEP
BOULDER K055 VANE 1 J -HOOK MTH STEP DETAIL
(NOT TO 5 ALL)
IMKrULL 5TAGC
2v7.3CP Tyr
BOULDER J -HOOK WITH TEP -PO L DETAIL
(NOT TO 5 ALE)
PLAN
1117 1 15 w . q a m
DC7VILxlt 5Tzr
> R:-
PLA N
Ft
t oTrXTILE 1"A$p,IC
eu5W.CLA55'W.ANV
I'R
1Ju-,-T.
PRELIMINARY
IS T MR CON5TRUCTION

BANULL BTAGE 2" MAX.
+CLA55 W. `B' AND
NCpOT #57 STONE
GEOTEXTILf FABRJC
mofu
N(M--
LDI•P, saLL MAY" C0145TRUCTM
wwMi ONE OR TWO RCVS OF 5WILDERS
DEFENDING IDN 54Tf GONDITIONF5.
FLOW
5T M CHANNEL I
- RlFIFLf LENGTH
VARIE5
a NKpDL STAGE
_ - /-
FLOW
fir
POOL
EXTEND BEIM MATEKIAL CLA.55 "A" , 'l<3' ANP
MIN. 5 'INTO POOL5, NCOOT 157 STONE
U/5 AND 06 Of RJFFLE
PROFILE
NOTE.
C06115TRUUED WFU-5 MAY Of AOCAMWED
WT11 LOG OR EICIUNDCR5VANE ARMS TO
MODIFY FLOW PATM ,ALCROG 9j"LE i.CENGT"
E]fPENt3 NG ON 5M 0:)NDMORB.
BOULDER CLL DETAIL
(NOT TCS 'SCALE)
•
12' MIN.
ISL
EOTEXTILE FABRJC
BANr,FULL 5t
15ANK (rYP,)
_ BANKFUL,L
WIDTH
5E TION
2" mAX,
I 4 _ LJJMOTH
�lN KF U,pLL 1 L' M I N.
Y OTO
LX I E ND INTO O 4JAN - t —
2' MIN. (' 'P.) - CLA55 OK '151 AND
GEOTE;;l71LE FA15kjC � NCDOT #57 5TCNE
ON TRUCTED RIffLE DETAIL
(NOT TO 5CALE)
SECTION
PRELIMINARY
IN-G1IANNEL STRUCTURE DETAILS II NOT PQRCONSTRUCTION
!xl f.b

crt5ralIG
$ MOCICUR
COW C7idCRl'►TE mLW.
y, A 4 5 ■ AND
MRkeVpSaF�I y5�I�ySy� ONE- 6i �y�py�
ASM
INNW�44L-wo%orw ExT�i
-1- �la
"CRORM9 a
LIIR'�"C�` Imo.
ME AND
STACOL ZATTOW BOMM.
AS VOTCrOD OY
AT Too
(5UrrV MTAL e01 iDCR5 WY
t IC151 4 — 5c INSTAk1eD 511114517 CR
CIMMW-L Cc"Dffx.�).1n5�y�oy����.�.�y �-R:o
IFIU+4 1 " rd0"5y�M�Y 7xk
CM)fo 21 N" SCLOW
CrL4k41f_'L ?NVtXT, M
5ANK REPArjp, 4 5TABILIZATION D TAIL ffYP,i
(NOT TO 5 ALL)
5TAA15ILIZATION 5TREAM BANK 5tlRU13- 2 ROW5. 3 f 001 5FACING
CJM
`of:s
sftar5
5t Clt5l
5"GII
".0 omw4w +
Sdky dd Wood
36
Lrve 5uket
wCA" baa+ -
fart"
EWerterry
3C
Live 5LAE5
7tr'C#m bwik
- w wrvtus
54Y WT00W
36
L VC Vakc5
Ak" ?G cam brink
T1
4
■
UVt STS. -" IN51k,1 0 ON Ohl&Y"n"
4f5 Oir 5TW IN GJCi74tW
CWJCIO rD iii':
3';tNTCR.5 (+u`mw.N
CLI7 txPO5M tlrii'4 CW Elia 5plAc0
AMR IN5TAUA1110 Y W DAMACeD 744£
10 0467A LAT)V"
LIVE 5TAAE PLANTING DETAJL i".
(NOT TO 5CALfl
5TREAM BANK PLANTING DETAIL.5 4 5PECIFICATION5
PRELfMINARY
BANK 5TABILIZATION * PLANTING DETAILS NOT FORGONSTRUCT[ON
6

I
6
NORTH
SCALE I' - ICY
70
0-rNL rrrY1 02 . h.r=nl J A. - I
DRAWINGS PKINTED1
AT H ALf -5CALE I -
LEGEND
- P05ED STREAM AUGNMENT
v TEMPORARY 540 FENCE
- � TREE PROTECTION FENCE
LIMITS OF D15TURBANCE
rumr ARouND
PUMP. 5EE DETAK'
FUMP ANP TEMPORARY,\
HOWMPIE. LQCATI04--;
APFR0X.—\v'
x
5PE�CIAL 5TILLING
BA51N. 5" DETAIL
do
DEWATERJNG
PUMP, 5EEDETAIL
IMPERVIOIU5 COFFER
DAM, 5EE DETAILS
iJ
(91
TEMPOKARY
C)k5TRUCTK)N
ENTRANCE, SEE DETAIL
0.
00
cy
Z.
IMIT5 Of 0f5TtJRfPWCE
BVP 5 FUMP OUTFALL
TM RJFW 5PLA5tl
FIAD, W WAIL
KJFRAF CrIECK DAM,
5EE DETAILS
4
I
I . �CCATN>5 Or MOPOMD Ed$ WrA-SURE5 AK! AFMKWt)AATr Mf OVAJLi;
2 LOCATION AND CONI"ItAtION OF Z45 VEA5VR15 ARE AP", OMAlf AND
WY IM ADJV5TCV !W ENGINEEK AT TME T[VE OF CONSTRUCTION PUVV4PjG
ON wr CON01ticovs
3 SEE ItMfOPARY AND fTRMA)'fN'T 5CfDlW,!5ptC'r'CATloA6L
PRELI MINAKY
NOT f OR CON5TRUCTION
.41
ER05ION * SIEDIMENT CONT"'L PLAN I
Nu
L
u
"T
LL-

I
0
NORTH
SCALE I 10
2"ml "ov 20
CONTOUR I WE RVAL - —i
DRAWING5 PRINTED
AT "ALF- 5CALE
LEGEND
PROP05ED STREP ALIGNMEW
5TIZEAM BANK TO BE 5TABIL[Zf D WITH
LlC019 MATTING AND LIVE 5TAKE5 A5 PEP,
PLANTING ".
w Tf MFORARY SILT FENCE
TREE PROTfCTION FENCE
— � LJIVIT5 OF 0I5TUKBA-NCE
LIM)T5 OF D15TURBMC
IMPERVIOV5 COFF1
DAM, 5EE DETAI
DEWATfRANG
PUMP. 5ff DfTA%
SPECIAL 5TILUNG
BA51N. 5EE DETAAL
TEMPORARY
C0145TRUCTIO
ENTRANCE, 5EE DUAJL
FRELIMINARY
NOT FOR CON5TRUCTION
00,
A
ByFA55 PUMP OUTFAit
$UMAP 5PLA5tl
PAD. 5ft EXTAIL
1PUMI` AROUND
PUMP. 5EE MAIL
�PUMP AND TrMFORARY
r1lO5fMPr. 10CAT(ON
APPROX
I LOCATHONS Or PRCrOWD f195, WA.%Rf5 A AP",WMATE MCE I)CTAit5),
2 LOCATION ARID COWIGURAWN Of Z45 MEAWU5 ARE AFFROKWAT! AND
VAY W ^VJU5TfP BY CKAWK AT TMD! TWE CW CCs6UWCT" DtftWoNCT
cw Vic CoNvqlumsl
3 SEE T?W"WY AND, rtfMANEW 5EM4G 5"C1FCATK)N5-
EP\0510N * HDINIENT CONTROL FLAN 11
0
0
X.
fr
RJFRAP ChECK
DAM.
5EE DUAIL5
ByFA55 PUMP OUTFAit
$UMAP 5PLA5tl
PAD. 5ft EXTAIL
1PUMI` AROUND
PUMP. 5EE MAIL
�PUMP AND TrMFORARY
r1lO5fMPr. 10CAT(ON
APPROX
I LOCATHONS Or PRCrOWD f195, WA.%Rf5 A AP",WMATE MCE I)CTAit5),
2 LOCATION ARID COWIGURAWN Of Z45 MEAWU5 ARE AFFROKWAT! AND
VAY W ^VJU5TfP BY CKAWK AT TMD! TWE CW CCs6UWCT" DtftWoNCT
cw Vic CoNvqlumsl
3 SEE T?W"WY AND, rtfMANEW 5EM4G 5"C1FCATK)N5-
EP\0510N * HDINIENT CONTROL FLAN 11
0
0

NORTH
SCALE I* - I a
C-ONTOUR, INTERVAL - I'
DRAWING5 PKI NTED
AT HALF- L
LEGEND
P ROFC15E D' 5T Rf AV ALI GN ME N r
5TRf AM BANK TO BE 5TA51LIZf 1) MTh
COR MATTING AND LI Vt 5TAJKES A5 PER
PLANTING PLAN -
0 TEMPORARY SILT FENCE
TREE PR0TtC_fl0NfENCf
- M 175 Of D15T U RJDANCI!
PJr"P CHEC& DAM
5tt DVAIL!
.44
PREUMINARY
NOT f OR CONSTRUCTION
I MPTRVIOU5 corpf K
bAm, 5tr IDETAIL5
IMIT5 Of D15TUR-DANCE
PUMP AROUND
PUMP, 5Er DETAIL
0 - /r
rx
PUMP AND TEMPORARY
Y
05MIFT, LOCATION
APPROX.
BYPA55 PUMP OUTFALL . N
WTM RjrRAP 5rLA5"
FAV. 5EE DETAIL
WCATIOR5 OF Mt0fCM0 C65 WASUKfS ARE AF"MXIMATF ME DEWL5)
LOCATION AND ODWCAAtATW)N Of C45 WASLY"S An AM7VOMATE ANO
soAy ac A0ju5TVD $Y mGiNeflt AT TMC TrMe OF C0N5Tf4X-TiC% DfftKN%G
ON 54Tf CAD"D(noW
5" UMPORARY AND VtKMANtNt -SUENNG
ER05fON $ 5EDIMENT CONTKOL PLAN III
� [ v
ru
IL
0

TEMPCWAKr 5PLA.SH PAD
aDCATIE AS DIaMD At -
ThE T*x or C011415TKU(MM
l
Er
now
iAAVEL CSC
DAM AT 01ANNI4I ,
1 ti>~mftjts
s.U�i 4
MWOOKAKY PIING
Furor ARck N,.,., PLjmF,
SI'I CLL STILLING
EIASIQ "DIRfCr N
AT TME Tom or
C0145TRUCTX>4
C JktMNG rUMIP
TEMPORARY FLIXtmf
N4[75E,R"IPX
WORIGING
AAfA
nLTER FA2fJC NR7TES
2-3' SI.IRCX 5TONC OR a +' I - LOCATE DIRT E&AG OWN ROCK PAD TO AID IN DeWATf fUNG.
�COMAJDAM fWLROAP DALAM 2, TART BAG TO BE rLAC ED OUTSIDE Of JUR15DICTFCIMN L 5TREAAA AND WETRAND
(LOCATE AS A114CA5•
L}1RECrEJ:T AT 3. thE DIRT BAG SMI bf MOWTOM MA04 O M1ATERANG CfTRATKM REMOVt
Tilt TIME Of EXRT W5 WhEN ThEY ARE AT LE55 THAN OR COUAL TO 75% CAPACfTY AND
FLOW G045TRL,MCTK>I1 D6P05C OF 5EDIMENT WITMIN TMI! LIMITS CW MTIARANCE. CAUTION 5MALl M
APPLIED 5" TMT NO `.Ar`+ LACHT 45 RELEASED DURING Trit DGPO54 P '55
TYPICAL PUMP AROUND OPERATION
(NOT TO SCAB)
QE5IGN4 CRITERIA
I KEEP A "AXTMIIM meiGm'T Of 2 DEPT AT THE CENTER Of TNr_ DAM.
Z' rlrP ThE CENTER Or THE CHECK DAM AT lfA5T 5 INCHE5 LOWER
ThAll THE OUTER. EDGE5 AT NATURAL ANO ELCVATTR)NN
3, KE:EF TME =f 5i-OPP5 OF THE DARN AT 2; 1 OR FLATTER
4, IP NCCMARY, rNSM TKAT THE IMA4+^dULNM 5PACING M WT'rNd DAMS
MA= THE TOE Or THE M5TRZAM DAM AT T"f 5A Mf £LEVATIO N A5
THE TOP Of Tht. D474a+1lM&14+i DAAI,
5 5T'ABNaM OUTFLOW ARM ALC*OG TME CnANNCL TO MN -5T MI'.
G. USE HCDCrr CLA55 E5 51t)NE AND LINE THE LNF5TKEAM 5IDE Of ME
DAM WITH NNCDOT ITS OR OS7 STOW -
7 KEY TmE 5TONiE INTO, THE C-IMNEL BA^5 AND EIfT J4D fT BEYOND
IMM AJPMMr-Ik" A I41MMUM Or 1 D rOOT TO AVOID WA5t%:)JT MOM
GVfi7FLC)W AROUND TW DAM
N =F.
I! rLAGE STONE TO ME LINE AND vimeNsic" sex)%N fN THE rLAlN CAIN A FILTH rA 'JCC
FOI.iMDAT04
2, rf& TME C rHTVt STONE SECTION AT LEJk5T 5 INICTIE5 BELOW NATURAL CAAMND, LEVrl
WPWRE TI -If DAM AM" TMC CMAN;V+NEL �KS.
3 OMNU St0NE AT LEAN I.5 FEET 5nVW THE DITCH EIMK TO KEfr WATER FROM
CLITTING AXOJW THE 003 Of TMC OlUX DAM
4 IF JCECJE55ARY, WT SPACING DETW99N VIAM6 TO POURE TMAT TM ELEVATION AT Tht
TROP Or THE LOWER OW 15 TYNE SANTE' AS TME VOC ELIC A'TPOI N Of THE LIMM DW,
5. F ROTECT THE C.H NNEL AFTER THE LCW1 5T Q1ECK DAM FROK4 hF AVY PLOW THAT
COLkD CA LlSE CROSON.
G MAKE 5URE. THAT THE CMANNEL RCACri ANNE Tht &405T UMMAM.M IS STAPLE.
7 EN5UR,E THAT Olbrk AREAS Or THE CrIA#NXNCI-. AS CIJtVUU ENTRAN= MLOW
T"t CMCCK DAL45. ARE NOT 5U5jfCT TO DAMAGE OR MXKAGE P
5TONE5
Ph N
71441
(NOT TO ALf)
I EXCAVATION *,MALI- t5C F'tl `ORMED IN ONLY LIRY SCCTION5 OF ChAWNEL.
2 [MPtX%00 5 CCWFMVAMS 5hOUID EE R1.`AEV TO f5OLAwTE Wim, ARIAS MOM '51-KtAM FLOW,.
3 ThP CCNT'RAGTOK 5"ALL NOT [NSTIAB NuMElRP AREA TITAN CAN BE 5TAM IZED IN ONE WOMNG DAY
4. PLNMF A kOUNV SHOULD BE ASE TO CONIVfY 1ANIMLNM Or I GPS TER WI Or URNNAGC AREA. TO 5ITE LN LE56
OThERW*t 5TATtO IN SPW NCATMrNSL
5MUVOCE Of COIS(57"RL11710N FOR r ICAL PLNMP A RLU ND
I INa5TALL 5"C:LAL 5TIUlNG 5A!NN5 AT ThE VCVtP"TftAM END Of PTE CT51G44TED .PROJECT W'C]MNC. ARZA-
2 TNtC AOR V41L 14STALL THE PI,AMF AR NND PPP ANO Itir TEMP .KY MM4cN TMAT Vu C:ON vty TF1E EASE riOal+'
FROM I nUAM Of THE N+DiR9C 511It TO THE SPECIAL STILLUNG BA5iN.
3 INSTALL UPSTREAM NM"RV005 COr IZPAM AND OCC41N PWMNG OrZR,ATT . STitLW DAMt",
s 145TALL TMF DOWW5TR>F W tMPMV0U5 CC"MIDA M AND PLIkM NNIS APPARATU5 TE N"Vo TO DIWATE9t THE eWRAMTD
AREA PIE PL*O AND FI05E ICOR Th* PURPOSE 9hALL aC OF SU"ICrR N T SIZE Til VVWATM TrVE *M ASA. TrNC *ATM
WILL AL50 FLOW VITRO A SnOAL STILLING 5kUN.
5 W AOR WILL I°MOOKM 5TIIfAaM RESTOIiATIO N W09K IN ACC7ORDAWEX WITH THE PLAN AND FCCLOMNG THE
GC Nt P AL CONMLIC110N SEMEN', a
6, THE a)NTRAruTOR WILL EXCAVATC ANY A+CCUMLNLATM MUM04IT AM) D rwATER 5EFORf RfMOvk DF ImE INS
COrfI:Row RlwoyT iMrERViouS CorrMDAL45, PIJIMM, AM ItMpopAicy rtfXJDLG 1 CJ'PIFYNNG aTAVING W'TT�1 THL
DOwlz5TRfAm COFf AAM MRST.
7. OWZ TNtE A"CJMNNG ARCA 15 COMPLETED, IR> WK74 TnE STT LANG 54205 AW 5TO45LIM Di5TUKEICD AkA5 A5 5m� ON
PLAN5.
DETAILS
PRELIMINARY
NOT FOR CONSTRUCTION

.r
0151-11
TER rAaM
5ECTION VIEW
R,Itif
PROFILE VffW (L£ KJNG 0CMN5TR5W)
TEMPORARY CHECK DAM
(NOT TO 5GALE)
F
Tcr EUVAT40*I cw 5&5vljowl
CLA55 I YTJF
GYtST�NG Sk.IOPG . , .
5rGTII W W
TWG 5LVrM —
l ■ w}y�t
-11=11-tom
fl =H li • 1.
GLA55 t >irRA1F
PROFILE 'VIEW (L[]OKIN DC"5TUA1+ )
(NOT TO 5CALE)
1
ER05ION CONTROL DETAI L5 I
I(Tccl w SpIdP d
uom %""
Cal1 ya+i
IyTtH, �T1
If
ocr I
PLAN VIEW
10 MN
SECTION VIEW GECRUTU.. 4'A
TEMPORARY 5PLA5H PAD DETAIL
(HJT TO CALE)
PRELIMINARY
NOT POR CONSTRUCTION

I<
ZLu
'P �TMINIMUM
3tr Mir.,
UE MAIM
ORANGE, UV RESISTANT
FI GH TENSILE STRENGTH
POLYETHYLENE L"INAR
4'--T MINIMUM
u
1.33 Ibo/LF 'STEEL POST
TRf E PROTECTION FENCE
NO TO CALE)
2"-3` TONE TO 13E U ED
(:5UR E 5TONE OR RALROAD
SAL T)
PLAN
NOTES ,..
a MNSTALL 5V FEN" OR Ti2L"E K=Cr DN FEI i TO EN5LRt
F15TR',L1GT10N ESE 5 USED
2. IF CC 5Ti LCTION CONOn IONS Aft 5lDG'M 1FIPiT MUER 5 NOT
RZMOVtD BY THE C01145TRI.CU 4 fNTRVZt TSN VWICU
TILLS MUf5T EIt WA54iM B f= ENTERING irlf PUNIC ROV
0
EXIST ING MACK Or
Notc5l
I . ALL FLM" DMW= TO RE SAWO 5M,ALL E!E PROTECRD
BY FENCIING, AS ILWSTRATED.
2. IRSTALL TRU PMi=Ct*N mhu AT TREE DRt1P uNE tR ,AT
E OF 015TLi1 O AKE& AS 50C]WN 04 nAW Flk"
TO C0MK&'WtKeNf C)f 001145TRICTION.
3 5PAU TREE P'ROTE>'-f ON ZONE 5WvN5 A M1 NIMk+1 M OF ONE
Vt'M 300 FEET THE 5 OF EACH 5" M t*T BE A
WNIMUM OF 2'x Z ANCD BE �ASIBLf FROM E+ M `IDM Of
THE FENCE
Thf 5IGN MIJ5T CONTOYN TMf FOLLCD44 4G LANWAJ5E :IN DOTM
4 AN15m:
FRcmcTxN Z NC, Km Ovr.
3, THERE StA l BE NO 57ORAGt Of MA4TMIAL IfIMIIN THE
50VNDAMf 5 Of THE. TREE P'RJMCTION FEND MG.
4 TRIf PROTtCTM FtNONG 5MALL 5f MA.JWAlNED
PIROUG41OUr THE DURAWN OF THE PROJECT
-
NEW CONSTRUCT.
TEMPORARY GON5TRUCTIONENTRANCE
ANNE
(NOT TO SCALE)
ER5I CONTROL DETAIL 11
CR 55-5ECTION
PRELIMINARY
NOT FOR CONSTRUCTION
v
cSo
�r
d

in
MINI 113'1
Loaf
& MAK.
C061t WATT"4G
DAN F1.t W
Q VATM DEVATICSFI _
f 2` I:CO-57AU
K" LL,%0-SfA V-,
4 TIIf fD Ttr Of MATTING TO A DO-rM OF AT
LfA5T I r, STAKE IR STAPLE IN rLACE. a
OAIMICF U TO PMGk GRAM
■ Fd NrMUM 24` ECCE -STAB INSTALLED ALONG
TCC OP MATTING
(Iftercept betwez" waw soosce and bow
15544
5T= DST
%CVtN Wt" rABX C
5rLT Irtfoa rAd1l"1I*
" - WN. WVM
OVEIt $IfAT
GSD IN
C;InF %ARA/ r1+1I;.1h¢MKOD15*141CIt
FRONT VIEW
TANDARD TEMPORARY SILT IFENCE DETAIL
(NOT TO 5CAL ]ff)
3' MAX —
2fCO-
L24*' CCA- S7AKr F ,-T : P i
■ AAApXIMUM 2 QC AtDNG e=C714F. 12` CCo..$TAFtSF' INS A1.11D IN BANK
MAXIMUM X CIC AL&4 TC P' AND MIDOLE rLUS" WITH C04K MAI,TTYNG ABOVE
•
MIN 1b, UM P OVEOUAr Al JONIN-G
5f C7 1,0N5 04' CCHIZ MAT -TING
COIR MATTING DETAIL
- (NOT j0 SCALE)
rr rI -. 1p
NO 1 r 'MIN
c
'041J
MiM
41J C.I
- \q --r
'.1TEL&
Cl MIN
ER05ION CONTROL MATTING ANCHORING DETAIL WIRE 5TAPLE D TAIL
EROSION CONTROL DETAILS ilf
(NOT TO SCALE)
(NOT TO 5CAk-)
1,Ii7r: 06rukWO AKZA5 WTt" SUD" 5 Of 3r1. I V OK 5T'FEFYit 5rWi
fgILL= wITM f. 1:510K MATTING OK tWONt K APMO D
t.0IrvAilIHT
PRELIMINARY
NOT FOR CONSTRUCTION
16:
r
2fCO-
L24*' CCA- S7AKr F ,-T : P i
■ AAApXIMUM 2 QC AtDNG e=C714F. 12` CCo..$TAFtSF' INS A1.11D IN BANK
MAXIMUM X CIC AL&4 TC P' AND MIDOLE rLUS" WITH C04K MAI,TTYNG ABOVE
•
MIN 1b, UM P OVEOUAr Al JONIN-G
5f C7 1,0N5 04' CCHIZ MAT -TING
COIR MATTING DETAIL
- (NOT j0 SCALE)
rr rI -. 1p
NO 1 r 'MIN
c
'041J
MiM
41J C.I
- \q --r
'.1TEL&
Cl MIN
ER05ION CONTROL MATTING ANCHORING DETAIL WIRE 5TAPLE D TAIL
EROSION CONTROL DETAILS ilf
(NOT TO SCALE)
(NOT TO 5CAk-)
1,Ii7r: 06rukWO AKZA5 WTt" SUD" 5 Of 3r1. I V OK 5T'FEFYit 5rWi
fgILL= wITM f. 1:510K MATTING OK tWONt K APMO D
t.0IrvAilIHT
PRELIMINARY
NOT FOR CONSTRUCTION

Fal Permanent eeang
Augusl 15 - November t
Lime
2 tans/ac
5-10-10 Fetilllser
I(}00 165/or
0-20-0
5010 lbs/ac
1JnscorHVed Sorvice Lespedeza
f f) Ibs/ac
KV -31 Fescue
30 1611/ac
Ire Crain
25 lbs/ac
*Straw Mulch
2 Ions/tac
Fat PamwwW Bae&v - Cl"nb1p de-
September t - rebruory 2a
{Imre
2 forts/roc
Ferfiliter (low nitrogon op;proved for Cenilpecie)
(Approprlale teriiiirer approved
for tiontip#dtr applicoiic?n)
Grainf
90 lbs/at
fWemftpede Seed
t5 ibs/'ac (oversoaded in sprini?)
*Straw Mulch
2 tons/oe
Wer Temporwly C*Ver
November 1 - February 26
Limo
2 Ions/oc
i 0-i o-10 rerlliizer
700 Ibs/oc
Oats
S0 Ibs/oc
Rye Crain
20 lbs/co
*Strdw Mulch
2 Ions/cc
Spring Pemmmeol Seedtng
March 1 a April 30
Littre 2 tans/ac
5-10-10 FerWTzer 1400 Ibs/ac
0-20-0 " Ibs/ac
Scarified Serlcea Lespadero 50 Ibs/ac
KV -11 rescue 30 Ibs./ac
Brownfop M11141 20 Ibs/ac
#5irraw Mulch 2 tans/ac
Spring Permanent Seeding - CarAlpede: ,Aprll 1 - July 15
erne 2 tons/ac
Ferwl1111ar (law nliragen approved for Centipede) Approprlate fertilizer approved
for centipsdtr application)
Centipede Seed 90 the/tae
*Sfrasw Mulch 2 Irma/oc
Late Sprkig Peer i ar*nt ,S.'le&o March t5 - Jenne 30
Llai• 2 tons/oc
10 -?0-10 Ferflllw 10GO lbs/ac
0-20-0 500 Iba/ac
Scarified Serlceo Lespede>a 410 Ibs,/oc
Common 9errnudo Grass (hu(ler!) 8 lbs/oc
*Straw Mulch 2 lapis/ac
Summer Temporary Cover June 30 - August 3
Lime 2 Ions/ac
10-f0-10 Fertilizer 700 lbs/ac
Brownlup FIIUeI 410 Ibis/aa
*5frow Mulch 2 tons/ac
NOTES=
1. * Mulch will be doubled If crtrnping is the method used.
TE M PO RARY if FE RMANENT 5 EEDING 5FffCII^ICATI ON
TOW4W OF CYTON
It;IG S CIriGwT1C
DETAIL NO 350-0 a
JULY 20 I0
PRELIMINARY
NOT Fpi2 COnf57RUCTfpN
INVALL PAP
OW FOOT iiVU TOP
or SAW. (KOTt t} Err[N0 rK[ FAO$hr. Out
ONt rOOT AT tK TOP
OF THE GR(NOTE 7)
No tr 9
OUTLET PROTECTION 1)1h+1CN540N:5
e 2-P LONG s CHANNEL CK055-MaION
e 6` THICK CV55 I RIPW
e UNDMAY Wf A OZ. NON-44rOVF-Nr! GEOTWILE fA# lC
• 4' TO V CU511ION "P. NCDOT 057 STC f
NOTE
& -
1., inWol course 91 rip top to be Iald in *xCavpTQ4 bees Q1 side slopes. Rip -rap
is not to be laid, on lop of grads of side slopea�
2. Comply with NCDENR Land Quality minimum requIromenfs,
OUTLET PROTECTION AP ON DETAILS
(NOT TO SCALE)
TO" Of C AY1C*1
CND Or MFF TUATty NT5 DETOLJL
DETAIL ND_ L36.01
JULY 2040
EROSION CONTROL D ETA I L5 IV
kn
�T+'r
1, .
M,StDDEIAJIS
-.
3W,01 P* 1
TYPOCALL .�`
,.
M
-sySTO DCIAJI C01,02
No tr 9
OUTLET PROTECTION 1)1h+1CN540N:5
e 2-P LONG s CHANNEL CK055-MaION
e 6` THICK CV55 I RIPW
e UNDMAY Wf A OZ. NON-44rOVF-Nr! GEOTWILE fA# lC
• 4' TO V CU511ION "P. NCDOT 057 STC f
NOTE
& -
1., inWol course 91 rip top to be Iald in *xCavpTQ4 bees Q1 side slopes. Rip -rap
is not to be laid, on lop of grads of side slopea�
2. Comply with NCDENR Land Quality minimum requIromenfs,
OUTLET PROTECTION AP ON DETAILS
(NOT TO SCALE)
TO" Of C AY1C*1
CND Or MFF TUATty NT5 DETOLJL
DETAIL ND_ L36.01
JULY 2040
EROSION CONTROL D ETA I L5 IV
kn