20150539 Ver 4_401 Application_20180818

MORRIS & RITCHIE ASSOCIATES OF NC, PC
AN AFFILIATE OF MORRIS & RITCHIE ASSOCIATES, INC. WHICH
PROVIDES ENGINEERING, ARCHITECTURE, PLANNING, SURVEYING &
LANDSCAPE ARCHITECTURE THROUGHOUT THE MID -ATLANTIC REGION
August 2, 2018 C:�) (J l p/�� �3� G'
NCDWQ, WBSCP Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Raleigh Regulatory Field Office
USAGE 1 ���®
3331 Heritage Trade Drive — Suite 105
Wake Forest, NC 27587
Re: Pre -Construction Notification (PCN)
McGee's Crossroads Sewer Upgrade Phase 2B (CS370560-16)
Johnston County, North Carolina
Dear Sir or Madam:
� » J
AUG 15 2018
Please find enclosed the PCN and supplemental information for Nationwide Permit 12, the corresponding
NC DWR General Certification 4086, and the Neuse River Riparian Buffer Authorization for the above
referenced project. The proposed project consists of the construction of 8,239 LF of 27" gravity sewer line
that will connect to the proposed Middle Creek Regional Pump Station (permitted as a separate project).
Johnston County has experienced dramatic increase in residential and commercial growth especially in
areas within the County's sewer service area. Current flow within the existing force main serving the
McGee's Crossroads sewer area is close to exceeding the maximum allowable pressure. This project is
required to provide additional capacity, relieve the flow on an existing force main, and construct a regional
pump station (as a separate project) to meet current and future sewer demands. The above reference phase
proposes a gravity sewer main parallel to Middle Creek to the proposed regional pump station.
Construction of this sewer main will replace two pump stations and ultimately a third pump station at full
build -out Since this a new sewer main, there will be no existing flow that will require bypass during the
construction of the project.
Please note that proposed wetland impacts are associated with temporary clearing for the construction of
the sewer main and permanent clearing for the maintenance corridor. In order to minimize wetland
impacts, the County reduced the permanent maintenance corridor width to 14' in all wetland areas.
Additionally wetlands will be restored to the original grade after installation. The County performed a
geotechnical study to determine bedrock depth along the proposed sewer corridor. Based on the
geotechnical results, the depth of the rock in addition to limited access points made bore and jack
installation in the wetlands and across the streams unfeasible.
The stream crossings for the utility line were designed to be perpendicular to minimize stream and buffer
impacts. No permanent fill is proposed in the streams. The stream bed and bank will be restored to
original grade following installation. Furthermore, all work will be performed in the dry using standard
NCDOT pump around methods.
5605 Chapel Hill Road, Suite 112, Raleigh, NC 27607 [phone] www.mragta.com
Abingdon, MD ♦ Baltimore, MD ♦ Laurel, MD + Towson, MD ♦ Georgetown, DE ♦ New Castle, DE ♦ Sterling, VA ♦ Raleigh, NC
[phone] [phone] [phone] [phone] [phone] [phone] [phone] [phone]

McGee's Crossroads Sewer Upgrade Phase 2B (CS370560-16)
Johnston County, NC
Page 2 of 2
Please let me know if you need additional information.
Thank you
Jamie Guerrero
Associate
Enclosures:
USACE Raleigh Regulatory Field Office
PCN Cover Letter
PCN Submittal
One Half Size Plan Set (11"x17")
NC DWO, WBSCP Unit
PCN Cover Letter
PCN Submittal Letter
Application Fee of $240.00
Two Full Size Plan Sets (24"06")
Three Half Size Plan Set (11"x17")

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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: 29 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 ❑ Non404 Jurisdictional General Permit
❑ 401 Water Quality Certification - Express Riparian Buffer Authorization
1 e. Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification:
❑ Yes IBJ 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 IS No
1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes ® No
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes ® No
2. Project Information
2a. Name of project:
McGee's Crossroads Sewer Upgrade Phase 2B
2b. County:
Johnston
2c. Nearest municipality / town:
Clayton
2d. Subdivision name:
N/A
2e. NCDOT only, T.I.P. or state project no:
N/A
3. Owner Information
3a. Name(s) on Recorded Deed:
Johnston County Public Utilities
3b. Deed Book and Page No.
N/A
3c. Responsible Party (for LLC if
applicable):
Rick Hester
3d. Street address:
207 East Johnston Street
3e. City, state, zip:
Smithfield, NC 2777
3f. Telephone no.:
[phone]
3g. Fax no.:
[phone]
3h. Email address:
[e-mail]
Page 1 of 10
PCN Form - Version 1.4 January 2009

4. Applicant Information (if different from owner)
4a. Applicant is:
® Agent ❑ Other, specify:
4b. Name:
Jamie Guerrero, PE, CPSWQ
4c. Business name
(if applicable):
Morris & Ritchie Associates of NC
4d. Street address:
5605 Chapel Hill Road, Suite 112
4e. City, state, zip:
Raleigh, NC 27607
41'. Telephone no.:
[phone]
4g. Fax no.:
4h. Email address:
[e-mail]
5. Agent/Consultant Information (if applicable)
Sa. Name:
Jamie Guerrero, PE, CPSWQ
5b. Business name
(if applicable):
Morris & Ritchie Associates of NC
5c. Street address:
5605 Chapel Hill Road, Suite 112
5d. City, state, zip:
Raleigh, NC 27607
5e. Telephone no.:
[phone]
5f. Fax no.:
5g. Email address:
[e-mail]
Page 2 of 10

B. Project Information and Prior Project History
1. Property Identification
1a. Property yidentifcation no. (tax PIN or parcel ID):
PINs: 163500.65.1901, 163500-46-5387, 163500.26-6659,163500.27-1792,
163500-17-3329163500.18-0441163500.08-3304163500-19-4655
1 b. Site coordinates (in decimal degrees):
I Start: 35.54785, -78.54046 Finish: 35.56123, -78.55938
1 c. Property size:
5.82 acres (within proposed utility easement)
2. Surface Waters
2a. Name of nearest body of water to proposed project:
Middle Creek
2b. Water Quality Classification of nearest receiving water:
C-NSW
2c. River basin:
Neuse
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: Gravity sewer line is within a remote wooded area mostly parallel to Middle Creek. The general land
use in the area is agricultural and residential.
3b. List the total estimated acreage of all existing wetlands on the property: 0.30 acres (within proposed utility easement)
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 120 LF (within easement)
3d. Explain the purpose of the proposed project: Johnston County has experienced dramatic increase in residential and commercial growth
especially in areas within the County's sewer service area. Current flow within the existing force main serving the McGee's Crossroads sewer area is
close to exceeding the maximum allowable pressure. This project is required to provide additional capacity, relieve flow on the existing force main, an
construct a realonal pump station in a separate to meet the current and future sewer demands.
3e. Describe the overall project in detail, including the type of equipment to be used: The construction of approximately 8,900
LF of 27" SDR-35 gravity sewer main parallel to Middle Creek to a proposed regional pump station. Sewer and the associated
utility easement will require mechanize clearing and the use of typical heavy construction equipment.
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:
ro'(including all priorphases) in thepast?
4b. If the Corps made the jurisdictional determination, what type
❑ Preliminary ❑ Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas?
Agency/Consultant Company:
I
Name (if known):
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
®Yes El No 11 Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
SAW-2015-01165 authorizing the placement of 50 LF of fill in a UT to Sam's Branch for the purpose of a road crossing.
DWR #15-0539 401 and Buffer Approval authorizing 50 LF of stream impact and total buffer zone 1 impacts of 4,022 sq. ft.
and Zone 2 impacts of 2,719 sq. ft. for Phase 1 of the Parkview subdivision
6. Future Project Plans
6a. Is this a phased project?
® Yes ❑ No
6b. If yes, explain.
A separate phase includes a proposed regional pump station and force main. This project phase consists of the gravity
sewer to serve the proposed pump station.
Page 3 of 10
PCN Form — Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
la. 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 AREA I -
Land clearing
Bottomland Hardwood Forest
Yes
Corps, DWQ
0.009
WI AREA 2 -
Land clearing
Bottomland Hardwood Forest
Yes
Corps, DWQ
0.019
Wl AREA 3 -
Land clearing
Bottomland Hardwood Forest
Yes
Corps. DWQ
0.022
WI AREA 4 -
Land clearing
Bottomiand Hardwood Forest
Yes
Corps, DWQ
0.067
WI AREA 5 -
Land clearing
Bottomland Hardwood Forest
Yes
Corps. DWQ
0.150
2g. Total Wetland impacts:
0.27
2h. Comments: Proposed permanent wetland impacts are for forest clearing of the utility corridor. The proposed sewer will be
buried and the area restored to existing grade. The permanent maintenance corridor has been reduced to 14, in the wetland
impact areas to minimize total impact of the project.
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 -
Choose one
-
S2 -
Choose one
-
-
83 -
Choose one
-
S4 -
Choose one
-
-
S5 -
Choose one
.
S6 -
Choose one
-
-
3h. Total stream and tributary impacts
3i. Comments: Proposed horizontal boring to avoid stream impacts.
Page 4 of 10
PCN Form — Version 1.4 January 2009

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 indivi ually 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)
01 -
Choose one
Choose
02 -
Choose one
Choose
03 -
Choose one
Choose
O4 -
Choose one
Choose
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5a.
Pond ID number
5b.
Proposed use or
purpose of pond
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Pi
Choose one
P2
Choose one
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
Area A/B - P
Maintenance Corridor
UT to Middle Creek
No
1,822
1,214
Area C/D - P
Maintenance Corridor
UT to Middle Creek
No
972
942
Area EJF - P
Maintenance Corridor
UT to Middle Creek
No
912
642
Area G/H - P
Maintenance Corridor
UT to Middle Creek
No
1,848
1,228
6h. Total Bullar Impacts:
5,554
4,026
6i. Comments: Perpendicular crossing that disturb equal to or less than 40 LF of riparian buffer with a maintenance corridor
greater than 10 feet in width = Allowable
Page 5 of 10

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The permanent maintenance corridor has been reduced to 14 feet within the wetland areas. Horizontal boring is proposed for
stream crossings.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
The proposed sewer will be installed via horizontal boring at the stream crossings. The wetlands will be restored to natural grade. Silt
fence will be installed to prevent sedimentation into the streams and wetlands. Tree clearing be limited to the easement shown on the
on the plan. Permanent impacts to wetlands will be minimized to a 14' permanent maintenance easement.
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: Choose one
Type: Choose one
Type: Choose one
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:
Choose one
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.
Page 6 of 10
PCN Form — Version 1.4 January 2009

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:
Page 7 of 10

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
® Yes No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow pian included? If no, explain why.
No new impervious surface area is proposed. Disturbed area will be restored to natural
❑ Yes Q No
grade.
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
0%
2b. Does this project require a Stormwater Management Plan?
Yes No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
No new impervious surface area is proposed. The project consists of a linear underground utility.
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 localgovernment's jurisdiction is this project?
Phase II
❑ NSW
3b. Which of the following locally -implemented stormwater management programs
USMPWater
apply (check all that apply):
Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
Yes []No
attached?
4. DWQ Stormwater Program Review
Coastal counties
El -low
4a. Which of the following state -implemented stormwater management programs applyRW
(check all that apply):
cession Law 2006-246
Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
Yes ❑ No
attached?
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
Page 8 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
® Yes ❑ No
use of public (federal/state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes ® No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
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
❑ Yes ❑ No
letter.)
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 21-1.1300), DWQ Surface Water or Wetland Standards,
❑Yes ® No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after -the -fact permit application?
❑ Yes ® No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWG Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
Oyes ® No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
Johnston County sewer use policy greatly limits where sewer is available. This project serves the existing sewer use
areas and does not create new sewer use area. This project is required to relieve high pressures on an existing force
main that has reached maximum capacity.
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.
Wastewater is not anticipated to be generated during the construction of this project.
Page 9 of 10
PCN Form — Version 1.4 January 2009

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
❑ Yes ® No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑ Yes ® No
impacts?
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?
NC Natural Heritage data base
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?
NC Division of Marine Fisheries
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
❑ Yes ® No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
State Historic Preservation Office
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:
No fill material is proposed within the FEMA flood plain. Underground sewer will be vented at manholes with the vent
elevation at least 2 feet above the FEMA flood plain elevation. Manholes will be water tight.
8c. What source(s) did you use to make the Floodplain determination?
FIRM Maps
n
gent's Signature
Applicant/Agent's Printed Name
Date
(Agent's signature is valid only if an authorization
letter from the applicant is rovid
Page 10 of 10

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5605 CHAPEL HILL ROAD, STE 112 FOR
RALEIGH, NC 27607 MCGEE'S CROSSROADS
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* * * DISCLAIMER * * *
Johnston County assumes no legal responsibility for the information represented here.
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PROPOSED 27" GRAVITY SEWER USDA Soil Conservation Center
(The scale is only accurate when printed landscape on a 11 x 17 size sheet with no page scaling.) Issued: October 1994
F&A
Johnston County GIS
August 13, 2018

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GENERALNOTES
1. THE CONTRACTOR SHALL SCHEDULE A PRE -CONSTRUCTION CONFERENCE WITH
JOHNSTON COUNTY AT LEAST 2 WEEKS PRIOR TO STARTING CONSTRUCTION BY
CONTACTING MIKE KEEN AT [phone]
2. CONSTRUCTION OF THIS PROJECT SHALL BE PERFORMED IN ACCORDANCE WITH THE
CURRENT EDITION OF THE JOHNSTON COUNTY PUBLIC UTILITIES DESIGN AND
CONSTRUCTION TECHNICAL STANDARDS AND WITH THE CONTRACT PLANS AND
SPECIFICATIONS. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE NORTH
CAROLINA DEPARTMENT OF LABOR OCCUPATIONAL SAFETY LAWS.
3. UNDERGROUND UTILITIES ARE APPROXIMATE IN LOCATION. IT IS POSSIBLE THAT ALL
EXISTING UTILITIES HAVE NOT BEEN SHOWN ON DRAWINGS. CONTRACTOR SHALL VERIFY
SIZE, DEPTH, LOCATION, AND MATERIAL OF ALL EXISTING UTILITIES PRIOR TO THE START
OF CONSTRUCTION. CONTACT N.C. ONE CALL (1-800.632.49490) AND JOHNSTON COUNTY
PUBLIC UTILTIES (919-989-5075) A MINIMUM OF 72 HOURS BEFORE DIGGING.
4. COORDINATES SHOWN ON THIS CONTRACT REFER TO THE NORTH CAROLINA COORDINATE
SYSTEM NAD 8312011 AND NAD 88.
5. ALL STAKING, RESTAKING, AND CUT SHEETS SHALL BE PERFORMED BY A NC REGISTERED
PROFESSIONAL LAND SURVEYOR.
6. ALL PIPE ELEVATIONS ARE TO INVERT OF PIPE UNLESS OTHERWISE SPECIFIED.
7. NO EXCAVATED MATERIALS ARE TO BE PLACED IN WETLANDS, STREAMS, OR STREAM
SUFFERS.
8. DO NOT EXCAVATElTRENCH BEYOND WHAT CAN BE REPAIRED AT THE END OF EACH WORK
DAY.
9. NO DISTURBANCE IS PERMITTED BEYOND THE LIMITS OF DISTURBANCE.
10. ALL AREAS DISTURBED BY THE CONTRACTOR'S CONSTRUCTION SHALL BE RESTORED TO A
CONDITION AT LEAST EQUAL TO THAT WHICH EXISTED PRIOR TO CONSTRUCTION.
11. THE CONTRACTOR SHALL VIDEOTAPE THE PROJECT AREA AS DETAILED IN THE
SPECIFICATIONS FOR THE PURPOSE OF DOCUMENTING PRE -CONSTRUCTION CONDITIONS.
THE VIDEOTAPE SHALL BE PROVIDED TO JOHNSTON COUNTY PUBLIC UTILITIES. THE
VIDEOTAPE SHALL BE IN DVD FORMAT.
12. ALL MANHOLES WILL HAVE A 5 -FOOT INSIDE DIAMETER AND BE EQUIPPED
WITH STANDARD JOHNSTON COUNTY WATER TIGHT FRAME AND COVER AND
INTERNALLY COATED WITH A COUNTY APPROVED PRODUCT (REFERENCE
PROJECT SPECIFICATION MANUAL FOR APPROVED PRODUCTS AND APPLICATION TYPES.)
EROSION CONTROL NOTES
1. NO CONSTRUCTION ACTIVITIES SHALL COMMENCE PRIOR TO OBTAINING AN EROSION
AND SEDIMENT CONTROL PERMIT.
2. CLEAR SITE ONLY AS NECESSARY TO INSTALL EROSION CONTROL DEVICES. INSTALL
EROSION CONTROL DEVICES AS SHOWN ON THE PLAN.
3. NOTIFY ENGINEER AND JOHNSTON COUNTY PUBLIC UTILITIES (919-9895075) PRIOR TO
COMMENCING GROUND DISTURBING ACTIVITIES. ONCE EROSION CONTROL DEVICES
ARE APPROVED, CONSTRUCTION ACTIVITIES MAY COMMENCE.
4. CONTRACTOR SHALL IMPLEMENTA SELF INSPECTION PROGRAM TO SATISFYTHE
REQUIREMENTS OF THE SEDIMENTATION POLLUTION CONTROL ACT AS AMENDED IN 2006.
INSPECTION OF SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED AFTER EACH
PHASE OF CONSTRUCTION IS COMPLETE AND CONTINUED UNTIL PERMANENT GROUND COVER
IS ESTABLISHED IN ACCORDANCE WITH NCGS 113A-54.1 AND 15A NCAC 48.0131. THE
SELF -INSPECTION FORM IS AVAILABLE AS MSEXCEL SPREADSHEET FROM
HTTP
://WWW. DIR.ENR.STATE.NC.US/PAGES/SEDIMENTATION NEW.HTML.
5. DISTURBED AREAS SHALL BE STABILIZED WITHIN THE STABILIZATION TIME FRAMES AS
SHOWN ON THE DETAIL SHEET.
6. ANY OPEN CUT STREAM WORK SHALL BE PERFORMED IN THE DRY. OPEN CUTS SHALL
UTILIZE STREAM PUMP AROUND AND DEWATERING BAGS AS SHOWN ON THE DETAIL
SHEET.
7. ANY SEEPAGE PUMPED OUT OF BORE PITS OR TRENCHES SHALL BE PUMPED THROUGH
A DEWATERING BAG.
8. LIMIT DISTURBANCES TO THE LENGTH THAT CAN BE STABILIZED AT THE END OF EACH
WORK DAY.
9. AFTER SITE IS STABILIZED, REQUEST AN INSPECTION BY THE ENGINEER AND JOHNSTON
COUNTY PUBLIC UTILITIES. UPON APPROVAL OF SITE STABILIZATION, ALL TEMPORARY
EROSION CONTROL DEVICES, INCLUDING SILT FENCE, SHALL BE REMOVED.
10. WETLAND DISTURBANCE COVERED UNDER WETLANDS PERMIT #
11. TOTAL LIMITS OF CLEARING = 925 AC
i FrFrvn
JOHNSTON COUNTY
MCGEE'S CROSSROADS SEWER UPGRADE
PHASE 2B CS370560-16
JULY 2018
OWNER BOARD OF COMMISSIONERS COUNTY MANAGER
IX. PROPERTY UNE
SILT FENCE
JOHNSTON COUNTY
JEFFREY P. CARVER, CHAIRMAN
`—"—
WERAND PROTECTION FENCE
P.O. BOX 1049
TED. G. GODWIN, VICE CHAIRMAN
- - - - --- IX. 1' CONTOURS
DRAWN BY-. DT
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COOKIE POPE
EX 5' CONTOURS
W.MRAGTA.3
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SMITHFIELD, NC 27577
SHEET: 1 OF 12
© 2018 MORNB 6 RRCNB ABSOCNTEB. NC
UA1RS OF DI6IURBWCE
ALLEN MINTS,
IX. TOP OF BANK
IX. WETLAND AREA
CHAD M..STEWART
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PERMANENT ZONE 1 BUFFER DISTURBANCE
(''T'L
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PERMANENT ZONE 2 BUFFER D6TURBANCE
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20' TEMPORARY OONSTRUCIWN EASEMENT
WERAND IMPACT AREA
Scale 1" = 500
S:IPRWECTSICY201TJOEINSTONCOUNT Wde Creek SewaMP NGSN4k Creak SewerTITLESHEET.Ce9.7112/2018348:28PM,_DWGTo PDF.pn
RICK J. HESTER
PUBLIC UTILITIES DIRECTOR
CHANDRA C. FARMER, P.E.
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LOCATION MAP
NTS
INDEX OF DRAWINGS
SHEET 1 TITLE SHEET
SHEET 2 SEWER PLAN & PROFILE
SHEET 3 SEWER PLAN & PROFILE
SHEET 4 SEWER PLAN & PROFILE
SHEET 5 SEWER PLAN & PROFILE
SHEET 6 SEWER PLAN & PROFILE
SHEET 7 SEWER PLAN & PROFILE
SHEET 8 SEWER PLAN & PROFILE
SHEET 9 SEWER PLAN & PROFILE
SHEET 10 SEWER PLAN & PROFILE
SHEET 11 DETAIL SHEET
SHEET 12 DETAIL SHEET
= i _ `=
ENGINEERS, ARCHITECTS, PLANNERS, SURVEYORS AND LANDSCAPE
. —/ A
5605 CHAPEL HILL RD, STE 112
SCALE: AS SHOWN
/01/18 PER JOHNSTON COUNTY COMMENTS DATED 5/30/18.
RALEIGH, NC 27607
DRAWN BY-. DT
984)
DESIGN BY: DT
W.MRAGTA.3
WWW.MRAGTA.COM
SHEET: 1 OF 12
© 2018 MORNB 6 RRCNB ABSOCNTEB. NC
OCEss`4,'��y"'s TITLE SHEET
SEAL r t' FOR
MCGEE'S CROSSROADS
"stns"f SEWER UPGRADE PHASE 26
. W4INLEKS SEAL I OHNSTCN CO., NO
DATE REVISIONS
JOB NO. 19709
/16/18 ADD PROBING INFO & JOHNSTON COUNTY COMMENTS DATED 5/9/18.
SCALE: AS SHOWN
/01/18 PER JOHNSTON COUNTY COMMENTS DATED 5/30/18.
DATE 05/16/2018
/20/18 TDPO UPDATED & BENNETT PROPERTY BYPASSED
DRAWN BY-. DT
/12/18 REMOVAL OF PROPOSED JACK&BORE PER JOHNSTON CO. COMMENTS
DESIGN BY: DT
REVIEW BY: JG
SHEET: 1 OF 12

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TOPO SHOWN BY (515. FIELD GRO551W, VERIFIED BY MRA.
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DATUM NOTE:
C49ORDINATE5 AND EXI5TIN6 GONVITION5 DEPIGTED HEREON ARE
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3' SCHEDULE
GALVANIZED STEEL PIPE
NOTES
1. VENT TOP TO BE 2' ABOVE 4' 'HOT DIPPED'
100 YEAR FLOOD ELEV. GALVAMZED PIPE
2 VENT MUST BE FACTORY
WELDED FABRICATED AND
RIOT DIPPED' GALVANRED. FACTORY CAST IN WATERTIGHT. LOOKING FRAME
3. MAX VENT HEIGHT ABOVE k COVER CENTERED N TOP
MANHOLE 70P IS 12'. PLACE GALVANIZED WITH STAINLESS STEEL BOLTS
PIPE ABOVE
LY
ABOVE MX TOP
FINISHED GRADE
ARIM
SEAL AROUND VENT V AWA SLOPE
PIPE THROUGH AWAY FROM
MANN MANXOIE
2'-Y
MN. 1Y GRADE
PRE—CAST TOP WALL
COLLAR
BUG
SCREEN
YPE 116
5.5.
VENT
1)5':12' SLOPE
ON ALL INVERTS RICK &
MORTAR INVERT
(�iF REEQQUIRED)
MIN. 6' GRAVEL BEDDING
TYPICAL VENTED MANHOLE
NOT TO SCALE
PAGE
JOHNSTON COUNTY
1r
RIK,
mF-1.aw
COPOLYMER PCLY OPYLENE
PLASTIC MA INDUSTRIES MODEL
PS— OR APPROVED EQUAL.
SA"
1):' Imo' �T(•
POLYPROPYLENE PLASTIC STEP
NOT TO SCALE
8•
B' MNL FOR SPACER
�y.
za. za
alta ,
TAPER IIIMT
8'
,7S..,r sLOPE
RISER UNIT
4•D. MN.
oN Au INVERra
eASE uHrt
EKTENDED BASE
IP REOLaI
WIDTH.—
STMIDARD MANNOLE
RING AND COVER
USE 4 EA —S S. EXPARSIDN ANCHOR
BOLTS TO BOLT FRAME TO SPACER
USE ROPE MASTIC SEAL BETWEEN
FRAME AND SPACER.
dC
CC MANHOLE STEPS
I—C
JOINTS SHALL SE SEALED
W,TN A RUBBER O�RING
GASKET OR ROPE MASTIC SEAL.
CEMENT GROUT ALL JOINTS
INSIDE AND OUT
BRICK A MORTAR INVERT
MIN, T GRAVEL BEDDING
NOTE' 1B' k DEEPER — 5' DIA.
STANDARD PRECAST CONCRETE MANHOLE
NOT TO SCALE
JOHNSTON COUNTYP.
oepvMivV�uaaN \O
SANITARY SEWER I PAGE
STANDARD DETAIL 3D
Standard Precast
Manhole
PLAN
TYPICAL MANHOLE INVERT
HED TO SCALE
Cnllnaa JOHNSTON COUNTY SANITARY SEWER PAGE CIIII11� SANITARY SEWER PAGE
An—,d EIo.I+wra MlVae,AiV I II STANDARD DETAIL .35 nor STANDARD DETAIL. 34
P.G. a- 4 Polypropylene Plastic p_ga,ap Typical ManItoM
Manhole Step I 1sma++a. NC nsn� Invad
S:WROJECT51CY 201]VHOHNSTON COUNTYVJkfele Creek seweADRAN'INGS19]8a PLAN SUBMRTI�OB-14]Ota.Mp. ]I12Q0189:51:53 PM,_DWG TO PpF.Pc9
4— 1' DIA
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MINIMUM A/G WEIGHT
FRAME 182
COVER 160
TOTAL 342
(2) LIFTING
BARS
STAINLESS
STEEL BOLTS
1' LETTERING _/
RECESSED FLUSH
II PLAN
28 1/4'
2B 1/4"
28'
00
7 1/2'� III�- I GASKET N VERTICAL
I 22' �1 FACE OF COVER
I 1 RING MUST BE
3' 28' ANCHORED IN
1• 34. ACCORDANCE
WITH S-25
A
STAINLESS STFFL ROD
TYPICAL LIFTING DEVICE SECTION A
TOP OF COVER
MANHOLE FRAME AND WATERTIGHT
COVER
F—
CGGMPAG ED CCOMPAC ED
BACK FILL FILL BACK FILL URENIH WALL .Dt WALL
SDR 26 OR
SDR 35 PVC I
SDR 26
EMBEDMENT
MATERIAL
STANDARD BEDDING
FOR 4' TO 14' DEPTHS SPECIAL BEDDING
FOR 14'-24' DEPTHS
DOORS•:
1. EMBEDMENT MATERIAL MUST BE CLASS 1 (j67 OR /76M WASHED STONE IS TYPICALLY USED).
2. EMBEDMENT MATERIAL SHALL BE COMPACTED TO A MINIMUM 95X STANDARD PROCTOR DENSITY FOR CLASS I MATERIAL-
3.
ATERIAL3. UNSTABLE TRENCH BOTTOMS SHALL HAVE AN APPROVED FOUNDATION PLAN PRIOR TO PIPMNE INSTALLATION.
DETAIL No.
BEDDING FOR PVC SANITARY SEWER PIPE 07000.12
seer, Is,
MORRIS & RITCHIE ASSOCIATES OF NC, PC
711
_ ENGINEERS, ARCHITECTS, PLANNERS, SURVEYORS AND LANDSCAPE ARCHITECTS
,. i —AV A m 5605 CHAPEL HILL RD, STE 112
� 11 RALEIGH, NC 27607
[phone]
MRAGTA.COM
© an8== 8 RRCRE AMOCATs. W.
a A<H CARO�tiA
Ole Recess A DETAIL SHEET
yE4 t FOR
MCGEE'S CROSSROADS
i
SEWER UPGRADE PHASE 28
Mfn 12/201
ENgNEER'S S JOMNSfON CO., NC
DATE REVISIONS JOB NO. 19709
5/16/18 ADD PROBING INFO & JOHNSTON COUNTY COMMENTS DATED 5/9/18. SCALE: N/A
6/01/18 PER JOHNSTON COUNTY COMMENTS DATED 5/30/18. DATE: 05/16/2018
6/20/18 TORO UPDATED & SENNETT PROPERTY BYPASSED DRAWN BY: DT
7/12/18 REMOVAL OF PROPOSED JACK&BORE PER JOHNSTON CO. COMMENTS DESIGN BY: DT
REVIEW BY: JG
SHEET: 11 OF 12

MINIMUM
GAUGE
IT OF 1 INCH DMMETER
j 57 WASHED STONE
SILT
SILT FENCE FABRIC TO WERLAP
HARDWARE CLOTH BY 12 INCHES
12Y2 GAUGE
NTE WIRES STEEL FENCE POST
NPDES atoimweter DlecNarBa Pertnil for Conrtrucuon Aclivitier (NCG01)
(Updated 05/19/14)
NCDENRDIMsIon of Eneryy, Mina21 and Lend R --
WIRE FENCE ---,SILT
STABILIZATION TIMEFRAMES
FENCE FABRIC �NARDWARE CLOTH \STEEL FENCE POST
(ENB N. Aug. 3. 201 1)
(lbs/acre)
HMDWARE CLOTH
SITE AREA DESCRIPTION
ON WIRE FENCE W WIRE FENCE
'FeY�nnnF0
4
TIMEFRAME EXCEPTIONS
$r5�0 _
pps
FlLTER OF 1 INON DIWETER
7 days
PLAN VIEW
NO .
USE SILT FENCE OUTLETS ONLY WHEN
mg�SW
! s
S
High Quality Wine, HQW(Zones
7days
/ 5] WISHED STONE
Norw
N
DRAINAGE AREA DOES NOT EXCEED 1/4
y day.
FRONT VIEW
It elopes are 10' or less In length end ars
not than 2:1,14 days
FLOW DIRECTION
w-►
ls'
Or
Mar 1 - June 30 Add Hulled Common Bermuda gross 25
ACRE AND THERE S A LDW AREA USE
AS A REPAIR OF SILT FENCE fAIIURES.
ses rpar are allowed.
***Sorghum -Sudan Hybrids 30
Slopes 3:1 or Ratter
14 days
GRADE
STEEL FENCE POST SEF
o0ser Boas with slopes Ratter than 4 1
14 days
None, except for perimeters and HQW Zones.
Nov 1 - Mor 1 Tall Fescue and Abruzzi Rye 300
Mar 1 - Apr 15 Tall Fescue 300
HARDWARE CLOTH —MUM 2 FEET APA WIRE PENCE
July 15 - Aug 15 Tall Fescue and 120
STEEL POST
***Sorghum Sudan Hybrids 30
Notes:
6'
and Water Conservation Service, or the Cooperative Extension Service for additional
z
vegetation rates are those which do well under local conditions; other seeding rate
WOVEN WERE FABRIC
Stormwater Manager.
B" OF SEOEMENT CONTROL STONE
Do not allow temporary cover to grow over 12 inches in height before mowing to keep
fescue from being shaded out.
Fertilize - Apply lime and fertilizer according to soil tests, or apply 2,000 Ib/acre ground
r
Si PENCE FABRIC
Anchor straw by tacking with asphalt. Apply asphalt at 0.10 gallons per square yard (10
SIDE VIEW
Maintenance - If growth is less than fully adequate, re -fertilize in the second year,
according to soil tests or topdress with 500 Ib/acre 10-10-10 fertilizer. Reseed, fertilize,
NOTES
•n
L1<
USE 5 OR NO. 57 STONE FOR SEDIMENT
Y
SILT FENCE
FABRICuaDOES
as
U� LT FENCE ONLY 1VNDI DPNNAGE AREA
W
dq
i4RUL SLOPE
FOOD PALLETS MY BE USED IN LIEU OF STONE
12 PAREAS
NOT EXCEED 1/4 ACRE AND NEVER IN
AND GEOTEXTILE A$ DIRECTED. A SUFFICIENT NUMBER
_
OF PALLETS IUBT BE PROVIDED TO ELEVATE THE ENTIRE
OFFOR
SPECIAL STILLING BASIN ABOVE NATURAL GROUND.
REPAR OF SILT FENCE FAILURESMCHEN_
1630.0E
xoT To scALE
1630x06
USE DETAIL (Invert Rel to Std. Sat Fence
GRADE
GRACE
Ow )
*Nn NOTE
6' MINIMUM COVER
INSTALL DOUBLE ROW OF SILT FENCE IN
OVER SKIRT #
MEAS WHERE WETIAND PROTECTION
FENCE IS REQUIRED.
ANSo AS DIRECTED
BY ENGINEER #
hi F.
BU
BURY WIRE FENCE. HARDWARE CLOTH,
SIDE VIEW
FRONT VIEW AND SILT FENCE FABRIC 6 INCHES INTO
THE TRENCH
DETAIL �,-I
DETAIL No.
STANDARD TEMPORARY SILT FENCE
EC -002
K11 at
STANDARD SILT FENCE OUTLET
EC -003
NPDES atoimweter DlecNarBa Pertnil for Conrtrucuon Aclivitier (NCG01)
(Updated 05/19/14)
NCDENRDIMsIon of Eneryy, Mina21 and Lend R --
Date
STABILIZATION TIMEFRAMES
Panting Rate
(ENB N. Aug. 3. 201 1)
(lbs/acre)
Sept 1 - April 30
SITE AREA DESCRIPTION
STABILIZATION
'FeY�nnnF0
4
TIMEFRAME EXCEPTIONS
$r5�0 _
pps
Psdresbr dlkss, Swale. d -lass, slope
7 days
¢¢
Nona
mg�SW
! s
S
High Quality Wine, HQW(Zones
7days
wge
Norw
N
Slopes sleeper than 3:1
y day.
Mar 1 - June 1 Sericea Lespedeza (scarified) 50
It elopes are 10' or less In length end ars
not than 2:1,14 days
21
or
Mar 1 -June 30 Add Weeping Lovegrass 10
Or
Mar 1 - June 30 Add Hulled Common Bermuda gross 25
June 1 - Sept 1 -**Toll Fescue and 120
ses rpar are allowed.
***Sorghum -Sudan Hybrids 30
Slopes 3:1 or Ratter
14 days
7 days for slopes greater then 50' In length.
DAll
o0ser Boas with slopes Ratter than 4 1
14 days
None, except for perimeters and HQW Zones.
Nov 1 - Mor 1 Tall Fescue and Abruzzi Rye 300
Mar 1 - Apr 15 Tall Fescue 300
Apr 15 - June 30 Hulled Common Bermuda grass 25
S:IPROJECTS'GY201TJONNSTONCWNTYVAtld*CreaksexerfDMWINW11870g P SUBWTTA—GB-1420l&d• ,>I12R01e3:55:01 PM,—DWGTOPDF. 3
JOHNSTON COUNTY SEEDING SPECIFICATIONS
(Updated 05/19/14)
j
Date
G�
Panting Rate
(lbs/acre)
Sept 1 - April 30
Tall Fescue and
150
'FeY�nnnF0
4
STREAM BANK
SPECIAL STILLING BASIN
$r5�0 _
pps
May 1 - Aug 31
Tall Fescue and
¢¢
EXISTING TER IN
mg�SW
! s
S
40
wge
40
SHOULDERS, SIDE DITCHES, SLOPES For Slopes between 2:1 and 3:1
a e ype an ing a e
(lbs/acre)
Mar 1 - June 1 Sericea Lespedeza (scarified) 50
and
21
or
Mar 1 -June 30 Add Weeping Lovegrass 10
Or
Mar 1 - June 30 Add Hulled Common Bermuda gross 25
June 1 - Sept 1 -**Toll Fescue and 120
***Browntop or German Millet or 35
***Sorghum -Sudan Hybrids 30
Sept 1 - Mar 1 Sericea Lespedeza (Unhulled/unscarifie) 70
as
Nov 1 - Mar 1 Add Abruzzi Rye 25
SHOULDERS SIDE DITCHES SLOPES For Slopes between 3:1 and Flatter
Date Type Planting Rate
(Ibs/acre)
Aug 15 - Nov 1 Tall Fescue 300
Nov 1 - Mor 1 Tall Fescue and Abruzzi Rye 300
Mar 1 - Apr 15 Tall Fescue 300
Apr 15 - June 30 Hulled Common Bermuda grass 25
July 15 - Aug 15 Tall Fescue and 120
***Browntop or German Millet or 35
***Sorghum Sudan Hybrids 30
Notes:
Consult Johnston County Environmental and Stormwater Manager, the Johnston County Soil
and Water Conservation Service, or the Cooperative Extension Service for additional
z
vegetation rates are those which do well under local conditions; other seeding rate
combinations may be possible, but must be approved by the Environmental and
Stormwater Manager.
B" OF SEOEMENT CONTROL STONE
Do not allow temporary cover to grow over 12 inches in height before mowing to keep
fescue from being shaded out.
Fertilize - Apply lime and fertilizer according to soil tests, or apply 2,000 Ib/acre ground
r
FILTRATION GEOTEXTILE
Anchor straw by tacking with asphalt. Apply asphalt at 0.10 gallons per square yard (10
Gal / 10,000 SF).
Maintenance - If growth is less than fully adequate, re -fertilize in the second year,
according to soil tests or topdress with 500 Ib/acre 10-10-10 fertilizer. Reseed, fertilize,
NOTES
L1<
USE 5 OR NO. 57 STONE FOR SEDIMENT
Y
as
STONo.
CONTROL NE.
PROVIDE STABILIZED OUTLET TO STREAM BANK.
W
dq
FOOD PALLETS MY BE USED IN LIEU OF STONE
AND GEOTEXTILE A$ DIRECTED. A SUFFICIENT NUMBER
OF PALLETS IUBT BE PROVIDED TO ELEVATE THE ENTIRE
SPECIAL STILLING BASIN ABOVE NATURAL GROUND.
1630.0E
xoT To scALE
1630x06
JOHNSTON COUNTY SEEDING SPECIFICATIONS
(Updated 05/19/14)
TEMPORARY SEEDING SCHEDULE
Date
Type
Panting Rate
(lbs/acre)
Sept 1 - April 30
Tall Fescue and
150
Abruzzi Rye
150
May 1 - Aug 31
Tall Fescue and
150
Browntop or German Millet or
40
Sorghum -Sudan Hybrids
40
SHOULDERS, SIDE DITCHES, SLOPES For Slopes between 2:1 and 3:1
a e ype an ing a e
(lbs/acre)
Mar 1 - June 1 Sericea Lespedeza (scarified) 50
and
Mar 1 - Apr 15 Add Toll Fescue 120
or
Mar 1 -June 30 Add Weeping Lovegrass 10
Or
Mar 1 - June 30 Add Hulled Common Bermuda gross 25
June 1 - Sept 1 -**Toll Fescue and 120
***Browntop or German Millet or 35
***Sorghum -Sudan Hybrids 30
Sept 1 - Mar 1 Sericea Lespedeza (Unhulled/unscarifie) 70
and TO Fescue 120
Nov 1 - Mar 1 Add Abruzzi Rye 25
SHOULDERS SIDE DITCHES SLOPES For Slopes between 3:1 and Flatter
Date Type Planting Rate
(Ibs/acre)
Aug 15 - Nov 1 Tall Fescue 300
Nov 1 - Mor 1 Tall Fescue and Abruzzi Rye 300
Mar 1 - Apr 15 Tall Fescue 300
Apr 15 - June 30 Hulled Common Bermuda grass 25
July 15 - Aug 15 Tall Fescue and 120
***Browntop or German Millet or 35
***Sorghum Sudan Hybrids 30
Notes:
Consult Johnston County Environmental and Stormwater Manager, the Johnston County Soil
and Water Conservation Service, or the Cooperative Extension Service for additional
information concerning other alternatives for vegetation of denuded areas. The above
vegetation rates are those which do well under local conditions; other seeding rate
combinations may be possible, but must be approved by the Environmental and
Stormwater Manager.
***Temporary - Reseed according to optimum season for desired permanent vegetation.
Do not allow temporary cover to grow over 12 inches in height before mowing to keep
fescue from being shaded out.
Fertilize - Apply lime and fertilizer according to soil tests, or apply 2,000 Ib/acre ground
agriculture limestone and 750 Ib/acre 10-10-10 fertilizer.
Mulch - Apply 4,000 Ib/acre grain straw or equivalent cover of another suitable mulch.
Anchor straw by tacking with asphalt. Apply asphalt at 0.10 gallons per square yard (10
Gal / 10,000 SF).
Maintenance - If growth is less than fully adequate, re -fertilize in the second year,
according to soil tests or topdress with 500 Ib/acre 10-10-10 fertilizer. Reseed, fertilize,
and mulch damaged areas immediately.
GONSTRUC,TION SEOUENGE
THE CONTRACTOR 15 RESPONSIBLE FOR FOLLOWI145 TH15 CONSTRUCTION SEQUENCE IN AGGORDANGE WITH THE
APPROVED PLANS, THE SPECIAL PROVISIONS PROVIDED, OR AS DIRECTED BY THE ENGINEER
1. OBTAIN ALL APPLICABLE PERMITS, SEND PROPER NOTIFICATIONS, SCHEDULE A PRE-GO1,15TR16TION hEETING WITH
JOHNSTON COUNTY PUBLIC, UTILITIES AT (919) 20q -8333, AND OBTAIN NOTICE TO PROCEED.
2. MARK CONSTRUGTION LIMITS AND ALL PROTECTED AREAS. INSTALL ORANGE TREE PROTECTION FENCING AROUND
RIPARIAN BUFFER ZONES.
3. PRIOR TO ANY LAND DI5TURBANGE AGTIVITIE5, IN5TALL ALL PERIMETER EROSION CONTROL MEASURE5 SUCH AS
TEMPORARY SILT FENCE, NETLAND PROTEGTION FENLGINS AND 51LT FENCE OUTLETS.
4. CLEAR, GRUB, WITHIN LIMITS AS NEEDED TO INSTALL MANHOLES AND PIPING. OPEN TRENCHES ARE TO BE
BAGKFII I AT THE END OF EACH WORK DAY.
5. PROVIDE 5ROUND DOVER ON ALL EXPOSED SLOPE` IN AGGORDANGE TO THE SROUND STABILIZATION TABLE.
b. AFTER THE 51TE HAS STABILIZED, REMOVE ALL 51LT FENGE5. RESEED AND WI -CH AS NECESSARY.
T. GALL JOHNSTON COUNTY PUBLIC. UTILITIES AT (qlq) 209 -8333 FOR FINAL INSPECTION TO OBTAIN A CERTIFICATE
OF COMPLETION.
� MORRIS & RITCHIE ASSOCIATES OF NC, PC
'"W"= ENGINEERS, ARCHITECTS, PLANNERS, SURVEYORS AND LANDSCAPE ARCHITECTS
■ - 1 A 5605 CHAPEL HILL RD, STE 112
�, �`� RALEIGH,NC27607
(964)200-2103103
W W W.MRAGTA.COM
© Ste I,IORRB eMCIf A55DrY,TES. NC.
r 1 C AFy
p Bss�'ty} DETAIL SHEET
9Eu s FOR
03u1T =
MCGEE'S CROSSROADS
W ,f SEWER UPGRADE PHASE 2B
Y I.il
12/201
EER S S JOHNSTON CO., NO
REVISIONS JOB NO. 18700
ADD PROBING INFO & JOHNSTON COUNTY COMMENTS DATED 5/9/18. SCALE: N/A
PER JOHNSTON COUNTY COMMENTS DATED 5/30/18. DATE 05/16/2018
rOPO UPDATED & BE14NEIT PROPERTY BYPASSED DRAWN BY: DT
REMOVAL OF PROPOSED JACK&BORE PER JOHNSTON CO. COMMENTS DESIGN BY: OT
RENEW BY: JG
SHEET: 12 OF 12