20060444 Ver 1_COMPLETE FILE_20060316

qO? W A ?pG
r

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
May 24, 2006
CTC Summerlyn Development, LLC
Attn: Mr. Mark Tipton
8414 Falls of the Neuse Road, Suite.202
Raleigh, NC 27615
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ Project # 2006-0444
Johnston County
Subject Property: Summerlyn Subdivision
UT to the Neuse River [030402,27-(38.0) WSIV, NSW]
REVISED Approval of 401 Water Quality Certification and Authorization Certificate per the Neuse
River Buffer Protection Rules (15A NCAC 2B .0233) with Additional Conditions
Dear Mr. Tipton:
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 0.069 acres of wetland, 111 linear feet of stream impacts, 19,823 square feet
(ft) of Zone 1 protected riparian buffers, and 17,53.0 square feet (ft) of Zone 2 protected riparian buffers
for the purpose of constructing a residential development with utilities and a greenway at the subject
property, as described within your application dated March 16, 2006, and received by the N.C. Division
of Water Quality (DWQ) on March 16, 2006. After reviewing your application, we have decided that the
impacts are covered by General Water Quality Certification Number(s) 3402 (GC3402) and (GC3374).
The Certification(s) allows you to use Nationwide Permit(s) NW39 and NW 12 when issued by the US
Army Corps of Engineers (USACE). This letter shall also act as your approved Authorization Certificate
for impacts to the protected riparian buffers per 15A NCAC 213 .0233. In addition, you should obtain or
otherwise comply with any other required federal, state or local permits before you go ahead with your
project including (but not limited to) Erosion and Sediment Control, Non-discharge, and other
regulations. Also, this approval to proceed with your proposed impacts or to conduct impacts to
waters as depicted in your application shall expire upon expiration of the 404 or CAMA Permit.
This certification and authorization replaces the May 05, 2006 certification and authorization.
This approval is for the purpose and design that you described in your application. If you change your
project, you must notify us and you may be required to send us a new application. If the property is sold,
the new owner must be given a copy of this Certification and approval letter and is thereby responsible for
complying with all conditions. If total fills for this project (now or in the future) exceed one acre of
wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A
NCAC 2H.0506 (h). This approval requires you to follow the conditions listed in the attached
certification and any additional conditions listed below.
The Additional Conditions of the Certification are:
1. Impacts Approved
None Carolina
NtuM!!y
401 Oversight/Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone [phone] / Fax [phone]
Internet: http://h2o.enr.state.nc.us/ncwetlands
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/] 0% Post Consumer Paper
CTC Summerlyn Development, LLC
Page 2 of 3
May 5, 2006
The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:
Amount Approved (Units) Plan Location or Reference
404/CAMA Wetlands 0.069(acres) PCN page 4 of 11
Streams 111 (linear feet) PCN page 4 of 11
Buffer -Zone 1 19,823 (square ft. PCN page 11 of I 1
Buffer - Zone 2 . 17,530 (square ft.) PCN page 7, 8 & 9 of 11
2. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond
the footprint of the impacts depicted in the Pre-Construction Notification. All construction
activities, including the design, installation, operation, and maintenance of sediment and erosion
control Best Management Practices, shall be performed so that no violations of state water quality
standards, statutes, or rules occur.
3. Deed Notifications
Deed notifications or similar mechanisms shall be placed on all retained jurisdictional wetlands,
waters and protective buffers in order to assure compliance for future wetland, water and buffer
impact. These mechanisms shall be put in place prior to impacting any wetlands, waters and/or
buffers approved for impact under this Certification Approval and Authorization Certificate. A
sample deed notification can be downloaded from the 401/Wetlands Unit web site at
http://h2o.enr.state.nc.us/ncwetlands. The text of the sample deed notification may be modified
as appropriate to suit to this project;
4. Erosion and sediment control practices must be in full compliance with all specifications governing
the proper design, installation and operation and maintenance of such Best Management Practices in
order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal, or exceed, the requirements specified in the most
recent version of the North Carolina Sediment and Erosion Control Manual. The devices
shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects,
including contractor-owned or leased borrow pits associated with the project.
C. Sufficient materials required for stabilization and/or repair of erosion control measures and
stormwater routing and treatment shall be on site at all times.
5. Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum extent
practicable. If placement of sediment and erosion control devices in wetlands and waters is
unavoidable, they shall be removed and the natural grade restored within six months of the date that the
Division of Land Resources has released the project.
CTC Summerlyn Development, LLC
Page 3 of 3
May 5, 2006
6. Stormwater: Please note, if project imperviousness exceeds 30 percent, a written stormwater
management plan designed to remove 85% TSS according to the latest version of DWQ's Stormwater
Best Management Practices manual at a minimum.
7. Diffuse Flow (No Review)
All stormwater shall be directed and maintained as diffuse flow at non-erosive velocities through
the protected stream buffers such that it will not re-concentrate before. discharging into a stream
as identified within 15A NCAC 2B .0233 (5). If this is not possible, it may be necessary to
provide stormwater facilities that are considered to remove nitrogen. This may require additional
approval from this Office.
8. Protective Fencing - The outside buffer, wetland or water boundary and along the construction corridor
within these boundaries approved under this authorization shall be clearly marked with orange warning
fencing (or similar high visibility material) for the areas that have been approved to infringe within the
buffer, wetland or water prior to any land disturbing activities to ensure compliance with 15A NCAC
2B .0233 and GC 3404;
9. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
certificate of completion to the 401 Oversight/Express Review Permitting Unit, North Carolina
Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.
Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application and as authorized by this Certification shall expire upon
expiration of the 404 or CAMA Permit.
If you do not accept any of the conditions of this Certification (associated with the approved wetland or
stream impacts), you may ask for an adjudicatory hearing. You must act within 60 days of the date that
you receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of
the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask fora
hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone Cyndi Karoly or Ian McMillan in the Central Office in
Raleigh at 919-733-1786 or Mike Horan in the DWQ Raleigh Regional Office at 919-791-4200.
Sincerely,
Alan W. Klimek, P.E.
AWK/asc
CTC Summerlyn Development, LLC
Page 4 of 3
May 5, 2006
Enclosures: GC 3402
GC 3374
Certificate of Completion
cc: Mike Horan, DWQ Raleigh Regional Office
USACE Washington Regulatory Field Office
File Copy
Central Files
Aaron Cooper; S&EC; 11010 Raven Ridge Road; Raleigh, NC 27614
Filename: 060444SummerlynSubdivision(Johnston)401+NBRrev
r'
ATF9
P
i? --A
CTC Summerlyn Development, LLC
Attn: Mr. Mark Tipton
8414 Falls of the Neuse Road, Suite 202
Raleigh, NC 27615
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
May 5, 2006
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ Project # 2006-0444
Johnston County
Subject Property: Summerlyn Subdivision
UT to the Neuse River [030402, 27-(38.0) WSIV, NSW]
Approval of 401 Water Quality Certification and Authorization Certificate per the Neuse River
Buffer Protection Rules (15A NCAC 2B.0233) with Additional Conditions
Dear Mr. Tipton:
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 0.069 acres of wetland, 111 linear feet of stream impacts, 19,823 square feet
(ft) of Zone 1 protected riparian buffers, and 17,530 square feet (ft) of Zone 2 protected riparian buffers
for the purpose of constructing a residential development with utilities and a greenway at the subject
property, as described within your application dated March 16, 2006, and received by the N.C. Division
of Water Quality (DWQ) on March 16, 2006. After reviewing your application, we have decided that the
impacts are covered by General Water Quality Certification Number(s) 3402 (GC3402) and (GC3494).
The Certification(s) allows you to use Nationwide Permit(s) NW39 and NW 12 when issued by the US
Army Corps of Engineers (USACE). This letter shall also act as your approved Authorization Certificate
for impacts to the protected riparian buffers per 15A NCAC 213 .0233. In addition, you should obtain or
otherwise comply with any other required federal, state or local permits before you go ahead with your
project including (but not limited to) Erosion and Sediment Control, Non-discharge, and other
regulations. Also, this approval to proceed with your proposed impacts or to conduct impacts to
waters as depicted in your application shall expire upon expiration of the 404 or CAMA Permit.
This approval is for the purpose and design that you described in your application. If you change your
project, you must notify us and you may be required to send us a new application. If the property is sold,
the new owner must be given a copy of this Certification and approval letter and is thereby responsible for
complying with all conditions. If total fills for this project (now or in the future) exceed one acre of
wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A
NCAC 2H.0506 (h). This approval requires you to follow the conditions listed in the attached
certification and any additional conditions listed below.
The Additional Conditions of the Certification are:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are N,opn4et1,Carolina
approved including incidental impacts: 11vaturully
401 Oversight/Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone [phone] / Fax [phone]
Internet: hap://h2o.enr.state.nc.us/ncwetlands
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
CTC Summerlyn Development, LLC
Page 2 of 3
May 5, 2006
Amount Approved Units Plan Location or Reference
404/CAMA Wetlands 0.069(acres) PCN page 4 of 11
Streams 111 (linear feet) PCN page 4 of 11
Buffer -Zone 1 19,823 (square ft. PCN page 11 of 11
Buffer - Zone 2 17,530 (square ft.) PCN page 7, 8 & 9 of 11
2. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond
the footprint of the impacts depicted in the Pre-Construction Notification. All construction
activities, including the design, installation, operation, and maintenance of sediment and erosion
control Best Management Practices, shall be performed so that no violations of state water quality
standards, statutes, or rules occur.
3. Deed Notifications
Deed notifications or similar mechanisms shall be placed on all retained jurisdictional wetlands,
waters and protective buffers in order.to assure compliance for future wetland, water and buffer
impact. These mechanisms shall be put in place prior to impacting any wetlands, waters and/or
buffers approved for impact under this Certification Approval and Authorization Certificate. A
sample deed notification can be downloaded from the 401/Wetlands Unit web site at
http://h2o.enr.state.nc.us/ncwetlands. The text of the sample deed notification may be modified
as appropriate to suit to this project;
4. Erosion and sediment control practices must be in full compliance with all specifications governing
the proper design, installation and operation and maintenance of such Best Management Practices in
order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal, or exceed, the requirements specified in the most
recent version of the North Carolina Sediment and Erosion Control Manual. The devices
shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects,
including contractor-owned or leased borrow pits associated with the project.
C. Sufficient materials required for stabilization and/or repair of erosion control measures and
stormwater routing and treatment shall be on site at all times.
5. Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum extent
practicable. If placement of sediment and erosion control devices in wetlands and waters is
unavoidable, they shall be removed and the natural grade restored within six months of the date that the
Division of Land Resources has released the project.
Stormwater: Please note, if project imperviousness exceeds 30 percent, a written stormwater
management plan designed to remove 85% TSS according to the latest version of DWQ's Stormwater
Best Management Practices manual at a minimum.
CTC Summerlyn Development, LLC
Page 3 of 3
May 5, 2006
7. Diffuse Flow (No Review)
All stormwater shall be directed and maintained as diffuse flow at non-erosive velocities through
the protected stream buffers such that it will not re-concentrate before discharging into a stream
as identified within 15A NCAC 2B .0233 (5). If this is not possible, it may be necessary to
provide stormwater facilities that are considered to remove nitrogen. This may require additional
approval from this Office.
8. Protective Fencing - The outside buffer, wetland or water boundary and along the construction corridor
within these boundaries approved under this authorization shall be clearly marked with orange warning
fencing (or similar high visibility material) for the areas that have been approved to infringe within the
buffer, wetland or water prior to any land disturbing activities to ensure compliance with 15A NCAC
2B .0233 and GC 3404;
9. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
certificate of completion to the 401 Oversight/Express Review Permitting Unit, North Carolina
Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.
Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application and as authorized by this Certification shall expire upon
expiration of the 404 or CAMA Permit.
If you do not accept any of the conditions of this Certification (associated with the approved wetland or
stream impacts), you may ask for an adjudicatory hearing. You must act within 60 days of the date that
you receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of
the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a
hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone Cyndi Karoly or Ian McMillan in the Central Office in
Raleigh at 919-733-1786 or Mike Horan in the DWQ Raleigh Regional Office at 919-791- 0.
Si er ly,
Alan W. Klimek, P.E.
AWK/asc
CTC Summerlyn Development, LLC
Page 4 of 3
May 5, 2006
Enclosures: GC 3402
GC 3494
Certificate of Completion
cc: Mike Horan, DWQ Raleigh Regional Office
USACE Washington Regulatory Field Office
File Copy
Central Files
Aaron Cooper; S&EC; 11010 Raven Ridge Road; Raleigh, NC 27614
Filename: 060444SummerlynSubdivision(Johnston)401+NBR
' u nmerlyn Subdivision

Subject: Summerlyn Subdivision
From: "Dwight Vernelson " <[e-mail]>
Date: Thu, 13 Apr 2006 09:09:39 -0400
To: <[e-mail]>
CC: "Donnie Brewer" <[e-mail]>, "Jim Walker "
<jwalker@riversandassociates. com>
Sam-
Attached is a spreadsheet depicting a breakdown on the various sections
@ Summerlyn Subd. In addition, we have attached a map which illustrates
the various areas. Sorry it took this long to get back to you (I got
tied up on another project). Please call me if you have any questions.
Have a great day.
jdv
J. Dwight Vernelson, PE
Rivers and Associates, Inc.
PO Box 929
Greenville, NC 27835
Phone: [phone]
Fax: [phone]
email: [e-mail]
- ------------------- - -
Impervious Check - Each Section.xContent-Type: application/vnd.ms-excel
ls
Content-Encoding: base64
Content-Type: application/pdf
Impervious Cover - Ea Section.pdfj
Content-Encoding: base64
I of 1 4/13/2006 10:50 AM
1? .
Check on Impervious Cover for Summerlvn•
Total area: each Section:
The Orchards: 1,437,767 sf
The Groves:
The Meadows:
Subtotal:
1,799,241 sf
2.077.648 sf
5,314,656 sf
Impervious Area: Each Section
The Orchards:
230,815
129,501
14,760
375,076
The Groves:
241,902
155,556
21.501
418,959
The Meadows:
350,924
235,971
34.803
621,698
122.01 ac
Impervious per section total area per section: Percentage
8.61 ac 33.01 ac 26.09%
Subtotal:
9.62 ac 41.30 ac 23.29%
14.27 ac 47.70 ac 29.92%
32.50 ac 122.01 ac 26.64%
7-Apr-06
p:private/lennarbutlertract/calculations/imperviouscheck-eachsection.
THE ORCHARDS
AT SUMMERL YN
MMI" OF LOTS - 65
IA7PERVIOUS COVER
-FERNWS CORM -DW LOU - =M5 SF.
(Nq.1.gE5 TNNCK HOME AAO CCM MW)
NA=ERNOUS COWN M==)1W` 129,501 Sr
(IIIAXI ASHALT ROADWAY ANG
EIPEiPIiQ S COMM WTHN WEN SPACE ? 14760 SF
(NpLDES ASNALT WAIRNO ,RAN. AND C&N WACRS)
TOTAL NA'ERWd,S coN . =ow SF.
TOTAL AREA - I.I ,767 SF.
26l pFERN00S
THE MEADOWSi
AT SUMMERLYN
NUYBER OFL07S - 151
Af ERNOUS COMR
AFERY/QLS COMM N/ LOTS - MW4 Sf.
(NQUOES nW NOUSE AND W MW)
NA°ERN005 co" WRNN STREET - 2OWN SF.
(ENaWM A9WT ROADWAY AND CLWG gd.r
RFERNWS COMP 81RIN CPEN SPACE - 3/.80J Sr
t... ASNALT WWONG MAX AND COM MALN5)
TOTAL NY+ERN CDwR - 62,. 698 SF.
TOTAL AREA - ZOT7,648 SF.
T9." NFERNOOs
SCALE- /' - 400•
SIEDATA
nrRly
AGE l -(_0
Ac
-All PAR; [m X 26 AC (A-NTT AAey
AtNd9E N TY.eC vARr-
ed Nu ears 5 Ac
rode rerN aArr anv Ac M.- mrN. IRNOO
Summerlyn Subdivision
CLAYTON TOM WP, JOHNSTOV COUNTY, NORTH CAROLINA
OWNER CTC SUMMERLYN DEVELOPME)vT, LLC
ADDRESS 8414 FALLS OF NEUSE RD., SU17E 202 RALOCH, NC 27615
PHONE [phone]
Area . ,_ a SURVEYED APPROVED
G FA+I S C 27M
GreamN, NC 21856
r THE GROVES
AT SUMMERL YN
0
x
b
k..

?1

NI &MM Or LOTS - 89
IMPERNOUS COVER
MWEPACM
(#K L T/1N A IfN NrIW , ,S - 1N.901 S.F.
RFERNO05 COWN W118N STREET R/W - 155,556 SF.
(-QC0E5 A%MT ROADWAY ANO QY,F p91fS)
8F@RNOUS CO1fR W- O'ETT SPACE - 11,501 SF.
(M'kl4'FS ASNALi WALNN,C TRAL AND CONC WAIRS)
TOTAL "PSMODS COWN - 414959 SF.
(NQLOES ANFlNTY AREA AND PAM - 1.799,NI SF.
2R NiFNNOUS

DWG. N0. FP-647
.MwI I
NTS
Soil & Environmental Cod
11010 Raven Ridge Road Raleigh, North Carolina 27614 Phone: (9 846=5900 Fax: (919)
www.SandEC.com . MAR 1 6 2006
To:
T
Transmittal
DENR - WATER QUALITY
VYETWrDS AND STOW ATER BRANCH
Project #: D"'t-_)Jp. W ( Date: -'311 (o uo
MCI" ?? 1T d 6e[QIQ Project Name
File:
We Transmit to you Herewith:
? Drawings ? For your information and files
? Specifications ?-For comment or approval
? Brochures or photos ? Returned for correction, resubmit
2 "Correspondence ? Approved as noted
? As per your request
Under Separate Cover:
? By mail
?' By courier
? By express
No. Copies Document No. Date Description

Remarks:
If enclosures are not as listed as above, kindly notify us at once.
By. AGA? l?l U
Charlotte Office: Greensboro Office:
236 LePhillip Court, Suite C 3817-E Lawndale Drive
Concord, NC 28025 Greensboro, NC 27455
Phone: [phone] Phone:; [phone]
su-mme'rlq n 51 i)
20060444
Soil & Environmental Consultants, PA
11010 Raven Ridge Road • Raleigh, North Carolina 27614 Phone: [phone] • Fax: [phone]
www.SandEC.com March 16, 2006
S&EC Project # 8936.W l
To: US Army Corps of Engineers NC Division of Water Quality
Raleigh Regulatory Field Office 401 Oversight and Express Permits Unit
Attn: Jamie Shern Attn: Cyndi Karoly
6508 Falls of the Neuse Rd 2321 Crabtree Boulevard, Suite 250
Suite 120 Raleigh, NC 27604-2260 n
Raleigh, N.C. 27615
D From: Aaron Cooper 4 D
Soil & Environmental Consultants, P.A.
11010 Raven Ridge Road MAR 1 06
Raleigh, NC 27614 ' °" j !'_ "•," 6 ?0
Re: Summerlyn Subdivision i`/ n WATZjj
4U
Clayton, Johnston County, NC t_,= t z 8TpWI' y
On behalf of the owners, CTC Summerlyn Development, LLC., please find attached a complete application and
supplemental information requesting written concurrence from the U.S. Army Corps of Engineers (USACE) and the
North Carolina Division of Water Quality (NC-DWQ) that the activities proposed below may precede utilizing
Nationwide Permit 12 & 39. In addition, written authorization from the NC-DWQ is requested for activities proposed
to impact Neuse River Buffers. Please contact me at [phone] if you have any questions or require additional
information.
PROJECT SUMMARY
Project Name Summerl Subdivision
Project Type Residential Subdivision
Owner / Applicant CTC Summerl Development, LLC
County Johnston
Nearest Town Clayton
Waterbod Name UT to Neuse River
Basin / Sub-basin 03-04-02
Index Number 27-(38.5)
Class WS-IV; NSW
IMPACT SUMMARY
Stream Impact (acres): 0.022
Wetland Impact (acres): 0.069
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.091
Total Stream Impact (linear feet): 111
Neuse River Buffer Impacts (acres): 0.806
Attachments:
Pre-construction Notification (PCN) Application Form
Agent Authorization
USGS Vicinity Map
Johnston County Soil Survey Vicinity Map
Operations & Maintenance Agreement
Impervious Surface Area Calculations
Site Plan Maps with Impacts
Sediment & Erosion Control Plans (Drainage Plans)
Level Spreader Worksheets
Cross-Section of Bottomless Culverts
$200.00 Check401 Water Quality Certification Fee

Charlotte Office: Greensboro Office:
236 LePhillip Court, Suite C 3817-E Lawndale Drive
Concord, NC 28025 Greensboro, NC 27455
Phone: [phone] Phone: [phone]
Qup= @ Row F=p
MAR 1 6 2006
Office Use Only: WETLANMM0ATQMVM i 05
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ® Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 12 & 39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: CTC Summerlyn Development, LLC (Attn: Mark Tipton)
Mailing Address: 8414 Falls of the Neuse Road Suite 202
Raleigh, NC 27615
Telephone Number: N/A Fax Number: N/A
E-mail Address: N/A
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Aaron Cooper
Company Affiliation: Soil & Environmental Consultants
Mailing Address: 11010 Raven Ridge Road
Raleigh, N.C. 27614
Telephone Number: 919-846-5900 Fax Number: 919-846-9467
E-mail Address: [e-mail]
Page 1 of 11
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Summerlyn Subdivision
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 1678-57-1896, 1678-47-4152, 1678-46-7748,
1678-38-3567, 1678-26-9608
4. Location
County: Johnston Nearest Town: Clanton
Subdivision name (include phase/lot number): Summerlnn Subdivision
Directions to site (include road numbers/names, landmarks, etc.): The property is bisected
by Glen Laurel Road (SR 1902), approximately 0.5 miles east of its intersection with Hwy.
42 in Clanton, North Carolina.
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 35.6346 °N -78.4155 °W
6. Property size (acres): +/- 124 acres
7. Name of nearest receiving body of water: UT to Neuse River; 27-(38.5): WS-IV; NSW
8. River Basin: Neuse 03-04-02)
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The site is currently a mixture of fields and woods. The
general land use surrounding the property is a mixture of residential (with a golf course and
Page 2 of I 1
10. Describe the overall project in detail, including the type of equipment to be used: The
proposed project consists of the construction of a residential subdivision utilizing typical
utilities i.e. sewer, water). Typical construction and grading equipment will be utilized for
this project.
11. Explain the purpose of the proposed work: The purpose of the proposed project is to
develop a residential subdivision with utilities and a greenway.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules. S&EC performed a detailed wetland delineation and Neuse River
buffer evaluation on the site in August of 2004. In November of 2004, Kevin Yates, formerly of
the USAGE, conducted a site visit to verify our delineation. A jurisdictional determination was
received on January 1 Ph, 2005 (AID 200520245). The NC-DWQ has not been to the site due to
the fact that all streams depicted on the relevant USGS and Soil Survey Maps were deemed
perennial throughout their extents on property.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
No future permit requests are anticipated for this project at this time.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
Page 3 of 11
1. Provide a written description of the proposed impacts: Proposed permanent impacts
include 0.05 acres of wetlands. Proposed temporary impacts include 81 linear feet of
perennial stream channel. 30 linear feet of intermittent stream channel and 0.019 acres of
wetlands.
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.
Wetland Impact Type of Wetland Located within Distance to Area of
Site Number Type of Impact (e.g., forested, marsh, 100-year Nearest Impact
(indicate on map) herbaceous, bog, etc.) Floodplain Stream (acres)
es/no linear feet
Temporary Impact Temporary-Sanitary Riparian yes 65' 0
005
#1 Sewer .
Temporary Impact Temporary-Sanitary Riparian yes 65' 0
005
#2 Sewer .
Impact Area #8-A Temporary-Sanitary
Sewer Riparian yes 0 0.001
Impact Area #11 Permanent-Road
Crossing Riparian
yes
0
0.050
Impact Area #13 Temporary-Sanitary Riparian yes 40' 0.008
Sewer
Total Wetland Impact (acres) 0.069
3. List the total acreage (estimated) of all existing wetlands on the property: +/-1.97
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact Perennial or Average Impact Area of
Number Stream Name Type of Impact Intermittent? Stream Width Length Impact
(indicate on ma Before Impact (linear feet acres
Impact Area #1 UT to Neuse Temporary-
Sanitary Sewer Perennial +/-51 35' 0.004
Impact Area #3 UT to Neuse Temporary-
Sanitary Sewer Perennial 5' 22' 0.003
Impact Area #8 UT to Neuse Temporary-
Sanitary Sewer Perennial +/- 25' 24' 0.014
Impact Area #8-A UT to Neuse Temporary-
Sanitary Sewer Intermittent +/-21 30' 0.001
Total Stream Impact (by length and acreage) 111' 0.022
Page 4 of 11
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact Name of Waterbody Type of Waterbody Area of
Site Number
(if applicable) Type of Impact (lake, pond, estuary, sound, bay, Impact
indicate on ma ocean, etc. acres
N/A N/A N/A N/A 0
Total Open Water Impact (acres) 0
6. List the cumulative impact to all Waters of the U.S. resulting from the protect:
Stream Impact (acres): 0.022
Wetland Impact (acres): 0.069
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.091
Total Stream Impact (linear feet): 111
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Current land use in the vicinity of the pond: N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The only permanent impacts proposed in this project is to 0.05 acres of iurisdictional wetlands
due to the client's willingness to utilized bottomless culverts on the two road crossings and to
Page 5ofII
provide boardwalks along the proposed eenway. This minimal amount of jurisdictional
wetland impact is needed for the footers and fill slopes of River Reeds Lane road crossing
(Impact #11). These road crossings were designed a near perpendicular angles and are needed to
access the property to the southeast within The Groves and the northeast within The Orchards
In addition, eenwayproposed within the utility easements on portions of the property
therefore minimizing total impacts for each use.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USAGE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
htip://h2o.enr.state.nc.us/ncwetlands/strmgide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Because the buffer impacts are allowable for the eenway within Zone 2 and the road
crossings are below the thresholds for buffer mitigation, we do not believe mitigation should
be required.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
Page 6 of 1 I
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at htip://h2o.enr.state.nc.us/wr2/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): 0
Amount of buffer mitigation requested (square feet): 0
Amount of Riparian wetland mitigation requested (acres): 0
Amount of Non-riparian wetland mitigation requested (acres): 0
Amount of Coastal wetland mitigation requested (acres): 0
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ? No
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify Neuse )?Yes ® No ?
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Impact Area #1 (Sanitary Sewer
Zone* (square feet) Multiplier Required
Mitigation
Page 7 of 11
1 1,560 3 (2 for Catawba) N/A
2 406 1.5 N/A
Total 1,966 N/A
Impact Area #2 (Greenway)
Zone* (square feet) Multiplier Required
Mitigation
1 0 3 (2 for Catawba) N/A
2 561 1.5 N/A
Total 561 N/A
Impact Area #3 (Sanitary Sewer)
Zone* (square feet) Multiplier Required
Miti ation
1 1,528 3 (2 for Catawba) N/A
2 1,073 1.5 N/A
Total 2,601 N/A
Impact Area #4 (Greenway)
Zone* (square feet) Multiplier Required
Mitigation
1 0 3 (2 for Catawba) N/A
2 347 1.5 N/A
Total 347 N/A
Impact Area #5 (Greenwayy)
Zone* (square feet) Multiplier Required
Mitigation
1 0 3 (2 for Catawba) N/A
2 1,653 1.5 N/A
Total 1,653 N/A
Impact Area #6 (Sanitary Sewer/Greenway)
Zone* (square feet) Multiplier Required
Mitigation
1 0 3 (2 for Catawba) N/A
2 1,398 1.5 N/A
Total 1,398 N/A
Impact Area #7 (Road Crossing)
(square feet) Multiplier Required
Mitigation
1 8,014 3 (2 for Catawba) N/A
2 3,827 1.5 N/A
Total 11,841 N/A
Page 8 of 11
Impact Area #8 (Sanitary Sewer)
Zone* (square feet) Multiplier Required
Mitigation
1 2,100 3 (2 for Catawba) N/A
2 944 1.5 N/A
Total 3,044 N/A
Impact Area #9 (Sanitary Sewer/Greenway)
Zone* (square feet) Multiplier Required
Mitigation
1 0 3 (2 for Catawba) N/A
2 268 1.5 N/A
Total 268 N/A
Impact Area #10 (Sanitary Sewer
Zone* (square feet) Multiplier Required
Mitigation
1 0 3 (2 for Catawba) N/A
2 1,075 1.5 N/A
Total 1,075 N/A
Impact Area #11 (Road Crossing)
Zone* (square feet) Multiplier Required
Mitigation
1 6,621 3 (2 for Catawba) N/A
2 3,833 1.5 N/A
Total 8,220 N/A
Impact Area #12 (Greenway)
Zone* (square feet) Multiplier Required
Mitigation
1 0 3 (2 for Catawba) N/A
2 133 1.5 N/A
Total 133 N/A
Impact Area #13 (Sanitary Sewer)
Zone* (square feet) Multiplier Required
Mitigation
1 0 3 (2 for Catawba) N/A
2 2,012 1.5 N/A
Total 2,012 N/A
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 9 of 11
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260. Mitigation should not be required, all
riparian buffer impacts proposed are all allowable uses.
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. Proposed impervious surface area is 26%.
Please see attached calculations. The Town of Clanton has reviewed the plans and will ensure
compliance with their water supply ordinance.
XII. Sewage Disposal (required by DWQ)
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.
Part of the impacts requested are to connect to an existing sanitary sewer system therefore a
sanitary sewer system will be utilized for the proposed subdivision.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application? Yes ? No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted. on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description: We
have reviewed the "DRAFT Internal Policy, Cumulative impacts and the. 401 Water Quality
Certification and Isolated Wetland Programs" document prepared by the NC Division of Water
Quality on October 3, 2002, version 1.6. The draft states that most residential subdivisions are
unlikely to cause cumulative impacts. Summerlyn Subdivision does not meet any of the three
criteria of private projects that can clearly result in cumulative impacts. We anticipate that you
will advise us if a qualitative or quantitative impact analysis is required.
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
Page 10 of 11
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
N/A
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 11 of 11
AGENT AUTHORIZATION FORM
All Blanks To Be Filled In By The Current Landowner
Name: 'x48
Address: 0"/N( F.nu-s of Nev s& J&Az Sv,sE 2D 2
RA4C-16 AAC 07615
Phone: 919. 19f.09,- 9oZ$
Project Name/Description: Symme-e4W S&EC Project # S9 3 G-' L.? i
Date: 10--08-05
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
P.O. Box 1890
Wilmington, NC 28402
Attn: _ ?=- ??L _Y
Field Officer - -----.?
Re: Wetlands Related Consulting and Permitting
To Whom It May Concern:
1, the current property owner, hereby designate and authorize Soil & Environmental Consultants, PA to
act in my behalf as my agent in the processing of permit applications, to furnish upon request
suT emental information in support of applications, etc. from this day forward. The 2$ day of
nB'50v- ZOOS
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.
Print Property Owner's Name
cc: Ms. Cyndi Karoly
NCDENR - DWQ
2,321 Crabtree Boulevard
Raleigh, NC 27604
Property Owner's Signa r
cc: Mr. Aaron Cooper
Soil & Environmental Consultants, PA
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Project Mgr.: Butler Heirs
KM Johnston County, NC
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Web Page: www.SandEC.com
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Mgr.: KM $111104 (Sheet 1)
11010 Raven Ridge Rd.- Raleigh, NC 27614
Britt Heirs [phone] • [phone]
Johnston County, NC Web Page: www.SandEC.com
LEVEL SPREADER OPERATION AND MAINTENANCE AGREEMENT
The level spreader is defined as an elongated, level threshold, designed to diffuse stormwater runoff.
Maintenance activities shall be performed as follows:
1. After construction and until vegetation has been established, level spreader(s) shall be
inspected after every rainfall. Thereafter, level spreader(s) shall be inspected at least every
month and more frequently during the fall season and after heavy rainfall events:
a. Accumulated sediment, leaves, and trash shall be removed, and repairs made if required.
b. Inspect level spreader(s) for evidence of scour, undercutting, settlement of the structure,
and concentrated flows downhill from the level spreader(s).
c. A level elevation shall be maintained across the entire flow-spreading structure at all
times. Repair or replace the level spreader if it is damaged.
d. Mow vegetative cover to a height of six (6) inches and prune plants if they cover over half
of the level spreader surface.
e. Repair eroded areas and replace/replant dead or damaged vegetation.
2. The contractor should avoid the placement of any material on and prevent construction traffic
across the structure. If the measure is damaged by construction traffic, it shall be repaired
immediately.
3. Inspect and repair the collection system (e.g., catch basins, pipes, swales, riprap) four (4) times
a year to maintain proper functioning.
I acknowledge and agree by my signature below that I am responsible for the performance of the
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior
to any changes to the system or responsible party.
Print name: CTC Summerlyn Development, LLC (c/o Mr. Mark Tipton)
Title: Member
Address: 8414 Falls of the Neuse Road, Suite 202 Raleigh, NC 27607
Phone:
Signature:
Date: !hr,
Note: The legally responsible party should not be a homeowners association unless more
than 50% of the lots have been sold and a resident of the subdivision has been named the
president.
1, 'NrVi t Cc- -\.I pA:vJN a Notary Public for the State of N 027N 011 e c jnJ-A
County of WA-lieF , do hereby certify that WA-0<- C- LL- 1 s --rt I- -m tJ
personally appeared before me thislyday of _-J} Lc6qLA/ 2co cr, , and acknowledge
the due execution of the forgoing wet [wetland] detention basin maintenance requirements.
Witness my hand and official seal,
my
s 0
COMMISSION
EXPIR'
05/23/07
SEAL
My commission expires F-;" 2 ?, - 0
CTC SUMMERL M DEVELOPMENT, LLC
RIPARIAN BUFFER MAPS FOR
SUMMERL YN SUBDIVISION
THE GROVES and THE MEADOWS
CLAYTON TOWNSHIP, JOHNSTON COUNT?, NORTH CAROLINA
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NEUSE BUFFER DISTURBANCE
ZONE 1 DISTURBED AREA = 1560 S .F
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TOTAL NEUSE BASIN RIPARIAN
BUFFER DISTURBANCE - 1966 SF.
LENGTH OF IMPACTED CHANNEL =
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IMPACT AREA N0.2
NEUSE BUFFER DISTURBANCE
ZONE 1 DISTURBED AREA - 0 SF.
ZONE 2 DISTURBED AREA = 561 SF.
TOTAL NEUSE BASIN RIPARIAN
BUFFER DISTURBANCE = 516 SF.
LENGTH OF IMPACTED CHANNEL - 0 L.F.
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SCALE 1"= 50'
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; ' (APPROX. 70 LF.)
V,o®o sm
TIS 4.
?' m' •' IMPACT AREA NO.4
NEUSE BUFFER OlS1URBANCE
Q t ZONE I DISTURBED AREA = 0 S .F
ZONE 2 DISTURBED AREA - 347 &F,
??Q ?' ' •' •' •' •' •' • • TOTAL NEUSE BASIN RIPARIAN
' •'•' ' BUFFER DISTURBANCE = 347 S.F.
,t ??'• ' ?? LENGTH OF IMPACTED CHANNEL = 0 LF
:':' CLEARING UM17S DESIGNATED BY SILT FENCE
.. ........., ,., .. .
50' NEUSE RIVER RIPARIAN
.:?•:::':':•:•::.•.., . BUFFER

50' 0 25' 50' 100'
SCALE 1"= 50'
• ! , ; , ,•? it-r + ?`° 1 J
(` i ?,' 88 t 1 '" A ,
ylALING
_., .r \ ? r J 6
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IMPA
* \
NEUSE BUFFER DISTURBANCE ?
ZONE i DISTURBED AREA = 0 S .F. ZONE 2 DISTURBED AREA = 1653 S.F. TOTAL NEUSE BASIN RIPARIAN
BUFFER DISTURBANCE = 1653 SF.
LENGTH OF IMPACTED CHANNEL = 0 L.F. '' VV C? `? \
110.
u,'?P/Nc e? NFU ' •
0 R/{ 50' 0 25' 50' 100'
W4 R?,o pmmomm
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i

RAISED BOARDWALK
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- - - - - - - - - - - - - - - - -
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IMPACT AREA An 6 s,
NEUSE BUFFER DISTURBANCE N0
/ O i ? O / 4>•
„„tal) ZONE 1 DIS77JRBED AREA = D S.F,
I'I ZONE 2 DISTURBED AREA = 1398 SF. Q\ '
TOTAL NEU E BASIN RIPARIAN
BUFFER DISTURBANCE = 1398 SF,
O
LENGTH OF IMPACTED CHANNEL = 0 L F. x,<'1S80QmmeR% Engineers
107 Baal Second St. 8410 Falls Or Neese Rd. Planners
Since Greenville, N.C. 27858 Weigh, N.C. 27815
1918 [phone] [phone] Surveyors
Shwt Na 6
50' 0 25' 50' 100'
SCALE 1 "- 50'
SIP
66
soy-.:. : •r•
RAISED BOARDWALK
'CROSSING WETLANDS :
(APfR"*6 LF.) cRily?/'lp
•
ool
.01
J. 'i.
:
?Sr j ???? / ItIGp
y ° \ \ IMPACT AREA NO.9
=r_ .,?' • ' w \ NEUSE BUFFER DISTURBANCE
ZONE 1 DISTURBED AREA = 0 S .F
/ -,?(.•• : i • NK
ZONE 2 DISTURBED AREA = 268 SF.
-
OTAL NEUSE BASIN RIPARIAN,.'• 9 / : ; ? ; ? : '?+. • .•? : '(
\' \ \ DISTURBANCE = 260S.F.
PAGTED CHANNEL 0 L. F. ,. / /• .
., -
` ?: ? .
r • r'
\ \ r.?
b
: ACT Ivu - a a? `
1NSTU!?BANCE 2'17 SF.. ti / _ / r'
ACT ARE4 N0.8
MEUSE BUFFER DISTURBEN E
?, • \ ZONE 1 DISTURBED AREA 2,100 SF.
ZONE 2 DISTURBED AREA = 944 S .F
/ ' :, ' ' • :? : ' ' •> ? / I •? ' 'I ' . a' ' j •??? ? : ??''? TOTAL NEUSE BASIN RIPARIAN
BUFFER DISTURBANCE _ 3,044 SF.
=
• 1 • ?:' •.ry' s:?:r::: : l 4 ' •? ' 0"' LENGTH Of IMPACTED CHANNEL
24 L.F. OPEN CUT-TEMPORARY IMPACT
y •I: • Op : ? .?.•.;::".•'?";•,•. ,, • gig......'
00,
•I. .?' :,:r ,? .N fly: ;. '? r
TO" oo ?y >. o MPACT AREA A60.7
I .i• : ? ??,. ?: •?' • ?• :? ';- rj ELISE BUFFER DISTURBANCE
ZONE 1 DISTURBED AREA = 8,014 SF. (0.18 AC.)
`' ' ' . s : : • ' / : ZONE 2 DISTURBED AREA - J,827 SF (0.088 AC.
>; : ???? ; ;' : ? r TOTAL NEUSE BASIN RIPARIAN
BUFFER DISTURBANCE = 11,841 SF (0.27 AC)
LENGTH OF IMPACTED CHANNEL = O L.F.
z= .: ' .:.;:.' , .: =.' ;a ; V o ;;• ./.Y\ IMPACT AR 4 N0.8 A
LENGTH OF IMPACTED
CHANNEL = APPROX 30 L.F.
OPEN-CUT TEMPORARY IMPACT)
\\ WETLAND IMPACT - 1.26 SF.
? ,Y .?:: ; :,:% A?? sp. \\ 50' 0 25' 50' 100'
AIS.
0 ? 0
SCALE 1•= 50'
Engineers
1 • 107 East Second St. 8410 Falls Of Neese Rd. Planners
~ ® Since Greenville, N.C. 27858 Raleigh, N.C. 27815
\ 1918 [phone] !9191 848-3347 Surveyors

?yL
too
Ord ??? Q4M
?e , .
0, -dl
d, 92d .00, .00,
ONATEA:BY SILT:II?NCE : :?
ANA;
Top. A
50' NEUSE RIVER RIPARIAN
>.' BUFFER
i ,
lool
10,

50' 0 25' 50' 100'
SCALE 1"= 50'
CTC SUMMERLYN DEVELOPMENT, LLC
RIPARIAN BUFFER MAPS FOR
SUMMERL YN SUBDIVISION
THE ORCHARDS
CLAYTON TOWNSHIP, JOHNSTON COUNTY, NORTH CAROLINA
wcMTy
Ktt
300' 0 150' 300' 600'
SCALE 1 "= 300'
0
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IMPACT AREA NO.
10
NEUSE BUFFER DISTURBANCE 1; :• ,
' ........ S Y: tS? .l.S7S51Y.5rSS:•:r::1y •?Y• . ;/: ?.
.N W
ZONE 1 DISTURBED AREA a 0 S• F
' • ' • ' • ' • ' • ' • ' : ' . ' • ' . rti:. : t,•ts.: .:E?x„"•4:rtnr wxxrt
,,`....?.. ,?, •r•rYii1 :fif ::s stisE« s51} r;F«s:: • ttsti : ,. \".?.
ZONE 2 DISTURBED AREA 1,075 SF. ' ? t : - `?;?.?..??, ; +"?,r r ti',?c=.r :1`'• • 2 `t`••' : ;; ; ?; : ''. t',; ' ?? • :
,:. .Iit::•tt.. S.Sy?t'y::'.'•Sa'•• ? :.. ;5:
TOTAL. NEUSE BASIN RIPARIAN
BUFFER DISTURBANCE 1,075 S.F. LENGTH OF IMPACTED CHANNEL = 0 LF.
Z . r.. v
t;LEARlNG uMrs
TED. BY SILT
DfSffVVA
F.
I
l:
RAISED .BOARDWALK
:CROSSING, : W RA.jD,S
::30.
::
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PPRO
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;E
:
50' 0 25' 50' 100'
I I I_ .?
SCALE 1 r- 50!
y "
9
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ti 6
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•
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.....
ooooo 44;? ......
ACALE 1 = 50
' yo,,, 39 tTO? ?'.'.'.':..•.•'.'.'.'.'. .................
A'ACT AREA NO, n AIPACT AREA N0.12
NEUSE BUFFER DISTURBANCE
ZONE 1 DISTURBED AREA = 6621 SF. (0.15 AC) MEUSE BUFFER DISTURBANCE O e? Engineers
ZONE 2 DISTURBED AREA = 3833 S.F. (0.09 AC) ZONE 1 DISTURBED AREA - 0 &F, 107 East Second St. 8410 FaUa Of Neuae Rd. Planners
TOTAL NEUSE BASIN RIPARIAN ZONE 2 DISTURBED AREA - 133 &F. Since Greenville, N.C. 27858 Raleigh, N.C. 27815
BUFFER DISTURBANCE - 8220 S.F. (0.19 AC.) TOTAL NEUSE BASIN RIPARIAN 1918 [phone] (919) 848_3347 Surveyors
LENGTH OF 1MPAC7ED CHANNEL - 0 LF. BUFFER DISTURBANCE - 133 &F. MAN
iVEXAND IMPACT = .05 AC, 2,194 &F. LENGTH OF IMPACTED CHANNEL - 0 LF I
i
i i
i
i
OD
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tw

I i
r
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L
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v
\ .
Ike
15 RCP -
20 TOWN OF
x EAS Al T 71UTY ; :. .
/ ..
SrA 2+»
I
D.1NO, 75-
TOP x N / 1 /
194.13
1NV 189.50 /
r i l
50' 0 25' 50' 100'
SCALE 1"- 50'
( `" j
IMPACT AREA NO. 13
NEUSE BUFFER DISTURBANCE
ZONE 1 DISTURBED AREA - 0 SF.
ZONE 2 DISTURBED AREA = 2,012 SF.
TOTAL NEUSE BASIN RIPARIAN
BUFFER DISTURBANCE = 2012 S.F.
LENGTH OF IMPACTED CHANNEL - 0 LF.
K7LANDS IMPACT - 350 SF.

LAK+* 107 last Second St.
Since Greenville, N.C. 27858
1918 [phone]
SCALE 1"- 50'
Engineers
8410 Falls Of Neuee Rd. planners
Raleigh, N.C. 27815
[phone] Surveyors
Sh Ab.12

R/W
3', 9'
6'
6'

Mulberry Banks Road
(60' R/N; 24' PAVEMENT)

TOP OF PAVEMENT
EXISTING-'
GROUND
9.....? R,
?z
W
m
w
a
o.
N
12'
12'
ELEV.=1
6'
R/W
9' i 3'
CHANNEL BOTTOM
Mp 4ee
54'
CROSS SECTION
SME: VERTICAL 1"=10'
HORIZONTAL V•=10'
END SECTION EAST END

t
EXISTING
STREAM
11' 1 6' 1 10'
10 I 61
ELEV.= 159.11
CROSS SECTION
SCALE: VERTICAL 1"=10'
HORIZONTAL 1"=10'
PLAN VIEW
TOP OF PAVEMENT
BOTTOM OF
STREAM
IXISTINt
GROUND
R/W
1 3'
6'
River Reeds Lane
(60' RI W, 20' PAVEMENT)
R/W
11' 3'
END SECTION EAST END
I
Soil & Environmental Consultants, PA
11010 Raven Ridge Road • Raleigh, North Carolina 27614 Phone: [phone] • Fax: [phone]
www.SandEC.com March 16, 2006
S&EC Project # 8936W I
To: US Army Corps of Engineers
Raleigh Regulatory Field Office
Attn: Jamie Shem
6508 Falls of the Neuse Rd
Suite 120
Raleigh, N.C. 27615
From: Aaron Cooper
Soil & Environmental Consultants, P.A.
11010 Raven Ridge Road
Raleigh, NC 27614
Re: Summerlyn Subdivision
Clayton, Johnston County, NC
NC Division of Water Quality
401 Oversight and Express Permits Unit
Attn: Cyndi Karoly
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604-2260
0 6 0 4 4
ff^9:a r.sp
Qr"--, @ c?odLrg=D
MAR 1 6 2006

On behalf of the owners, CTC Summerlyn Development, LLC., please find attached a complete application and
supplemental information requesting written concurrence from the U.S. Army Corps of Engineers (USACE) and the
North Carolina Division of Water Quality (NC-DWQ) that the activities proposed below may precede utilizing
Nationwide Permit 12 & 39. In addition, written authorization from the NC-DWQ is requested for activities proposed
to impact Neuse River Buffers. Please contact me at [phone] if you have any questions or require additional
information.
PROJECT SUMMARY
Project Name Summerl Subdivision
Project Type Residential Subdivision
Owner / Applicant CTC Summerl Development, LLC
County Johnston
Nearest Town Clayton
Waterbod Name UT to Neuse River
Basin / Sub-basin 03-04-02
Index Number 27-(38.5)
Class WS-IV; NSW
IMPACT SUMMARY
Stream Impact (acres): 0.022
Wetland Impact (acres): 0.069
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.091
Total Stream Impact (linear feet): 111
Neuse River Buffer Impacts (acres): 0.806
Attachments:
Pre-construction Notification (PCN) Application Form
Agent Authorization
USGS Vicinity Map
Johnston County Soil Survey Vicinity Map
Operations & Maintenance Agreement
Impervious Surface Area Calculations
Site Plan Maps with Impacts
Sediment & Erosion Control Plans (Drainage Plans)
Level Spreader Worksheets
Cross-Section of Bottomless Culverts
$200.00 Check401 Water Quality Certification Fee
Charlotte Office: Greensboro Office:
236 LePhillip Court, Suite C 3817-E Lawndale Drive
Concord, NC 28025 Greensboro, NC 27455
Phone: [phone] Phone: [phone]
Fax: [phone] Fax: [phone]
UU
MAR 1 8 2900
Office Use Only: Form Version March 05
USACE Action ID No. DWQ No.
(lt any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ® Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 12 & 39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
Owner/Applicant Information
Name: CTC Summerlyn Development LLC (Attn: Mark Tipton)
Mailing Address: 8414 Falls of the Neuse Road Suite 202
Raleigh, NC 27615
Telephone Number: N/A Fax Number: N/A
E-mail Address: N/A
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Aaron Cooper
Company Affiliation: Soil & Environmental Consultants
Mailing Address: 11010 Raven Ridge Road
Raleigh, N.C. 27614
Telephone Number: 919-846-5900 Fax Number: 919-846-9467
E-mail Address:_ acoopergsandec.com
Page 1 of 11
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Summerlyn Subdivision
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 1678-57-1896 .1678-47-4152 1678-46-7748
1678-38-3567, 1678-26-9608
4. Location
County: Johnston Nearest Town: Clayton
Subdivision name (include phase/lot number): Summerlyn Subdivision
Directions to site (include road numbers/names, landmarks, etc.): The property is bisected
by Glen Laurel Road (SR 1902), approximately 0.5 miles east of its intersection with Hwy.
42 in Clanton, North Carolina.
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 35.6346 ON -78.4155 °W
6. Property size (acres): +/- 124 acres
7. Name of nearest receiving body of water: UT to Neuse River; 27-(38.5); WS-IV; NSW
8. River Basin: Neuse 03-04-02)
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/mgps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The site is currently a mixture of fields and woods. The
general land use surrounding the property is a mixture of residential with a golf course) and
agricultural
Page 2 of 11
10. Describe the overall project in detail, including the type of equipment to be used: The
proposed project consists of the construction of a residential subdivision utilizing typical
utilities (i.e. sewer, water). Typical construction and grading equipment will be utilized for
this project.
11. Explain the purpose of the proposed work: The purpose of the proposed project is to
develop a residential subdivision with utilities and a greenway.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules. S&EC performed a detailed wetland delineation and Neuse River
buffer evaluation on the site in August of 2004. In November of 2004, Kevin Yates formerly of
the USACE, conducted a site visit to verify our delineation. A jurisdictional determination was
received on January l la', 2005 (AID 200520245). The NC-DWQ has not been to the site due to
the fact that all streams depicted on the relevant USGS and Soil Survey Maps were deemed
perennial throughout their extents on property.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
No future permit requests are anticipated for this project at this time.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
Page 3 of 11
1. Provide a written description of the proposed impacts: Proposed permanent impacts
include 0.05 acres of wetlands. Proposed temporary impacts include 81 linear feet of
perennial stream channel. 30 linear feet of intermittent stream channel and 0.019 acres of
wetlands.
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
se aratel list im acts due to both structure and flooding.
Wetland Impact Type of Wetland Located within Distance to Area of
Site Number Type of Impact (e.g., forested, marsh, 100-year Nearest Impact
(indicate on map) herbaceous, bog, etc.) Floodplain Stream (acres)
es/no linear feet
Temporary Impact Temporary-Sanitary Riparian yes 65' 0
005
#1 Sewer .
Temporary Impact Temporary-Sanitary Riparian yes 65' 0
005
#2 Sewer .
Impact Area #8-A Temporary-Sanitary
Sewer Riparian
yes
0
0.001
Impact Area #11 Permanent-Road
Crossing Riparian
yes
0
0.050

Impact Area #13
empo ary_
?t
Riparian 7
yes '
40'
0.008
Sewer
Total Wetland Impact (acres) 0.069
3. List the total acreage (estimated) of all existing wetlands on the property: +/-1.97
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact Perennial or Average Impact Area of
Number Stream Name Type of Impact Intermittent? Stream Width Length Impact
indicate on ma Before Impact linear feet acres
Impact Area #1 UT to Neuse Temporary- Sanitary Sewer Perennial 5' 35' 0.004
Impact Area #3 UT to Neuse Temporary-
Sanitary Sewer Perennial 22' 0.003
Impact Area #8 UT to Neuse Temporary- Perennial +/- 25' 24' 0.014
Sanitary Sewer
Impact Area #8-A UT to Neuse Temporary- Intermittent +/- 2' 30' 0.001
Sanitary Sewer
Total Stream Impact (by length and acreage) 111' 0.022
Page 4 of 11
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact Name of Waterbody Type of Waterbody Area of
Site Number (if applicable) Type of Impact (lake, pond, estuary, sound, bay, Impact
indicate on ma ocean, etc. acres
N/A N/A N/A N/A 0
Total Open Water Impact (acres) 0
6. List the cumulative impact to all Waters of the U.S. resulting from the proiect:
Stream Im act (acres): 0.022
Wetland Impact (acres): 0.069
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.091
Total Stream Impact (linear feet): 111
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USAGE.
N/A
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or. purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Current land use in the vicinity of the pond: N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The only permanent impacts proposed in this moiect is to 0.05 acres of iurisdictional wetlands
due to the client's willingness to utilized bottomless culverts on the two road crossings and to
Page 5 of 1 I
provide boardwalks along the proposed eenwav This minimal amount of jurisdictional
wetland impact is needed for the footers and fill slopes of River Reeds Lane road crossing
(Impact #11). These road crossings were designed a near perpendicular angles and are needed to
access the property to the southeast within The Groves and the northeast within The Orchards
In addition, eenwas are proposed within the utility easements on portions of the property
therefore minimizing total impacts for each use.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
htlp://h2o.enr.state.nc.us/ncwetlands/stnn-aide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Because the buffer impacts are allowable for the eenwav within Zone 2 and the road
crossings are below the thresholds for buffer mitigation, we do not believe mitigation should
be required.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
Page 6 of 11
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/M/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): 0
Amount of buffer mitigation requested (square feet): 0
Amount of Riparian wetland mitigation requested (acres): 0
Amount of Non-riparian wetland mitigation requested (acres): 0
Amount of Coastal wetland mitigation requested (acres): 0
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ? No
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify Neuse ?Yes ® No ?
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Area #1 (Sanitarv S
I
Required
Zone* (square feet Multiplier
Page 7 of 11
1 1,560 3 (2 for Catawba) N/A
2 406 1.5 N/A
Total 1,966 N/A
Impact Area #2 (Greenway)
Zone* (square feet) Multiplier Required
Mitigation
1 0 3 (2 for Catawba) N/A
2 561 1.5 N/A
Total 561 N/A
Impact Area #3 (Sanitary Sewer)
Zone* (square feet) Multiplier Required
Mitigation-
1 1,528 3 (2 for Catawba) N/A
2 1,073 1.5 N/A
Total 2,601 N/A
Impact Area #4 (Greenway)
Zone* (square feet) Multiplier Required
Mitigation
1 0 3 (2 for Catawba) N/A
2 347 1.5 N/A
Total 347 N/A
Impact Area #5 (Greenway)
Zone* (square feet) Multiplier Required
Mitigation
1 0 3 (2 for Catawba) N/A
2 1,653 1.5 N/A
Total 1,653 N/A
Impact Area #6 (Sanitary Sewer/Greenway)
Zone* (square feet) Multiplier Required
Mitigation
1 0 3 (2 for Catawba) N/A
2 1,398 1.5 N/A
Total 1,398 N/A
Impact Area #7 (Road Crossing)
(square feet) Multiplier Required
Mitigation
1 8,014 3 (2 for Catawba) N/A
2 3,827 1.5 N/A
Total 11,841 N/A
Page 8 of 11
Impact Area #8 (Sanitary Sewer
Zone* (square feet) Multiplier Required
Mitigation
1 2,100 3 (2 for Catawba) N/A
2 944 1.5 N/A
Total 3,044 N/A
Impact Area #9 (Sanitary Sewer/Greenwav)
Zone* (square feet) Multiplier Required
Mitigation
1 0 3 (2 for Catawba) N/A
2 268 1.5 N/A
Total 268 N/A
Impact Area #10 (Sanitary Sewer
Zone* (square feet) Multiplier Required
Mitigation
1 0 3 (2 for Catawba) N/A
2 1,075 1.5 N/A
Total 1,075 N/A
Impact Area #11 (Road Crossing)
Zone* (square feet) Multiplier Required
Mitigation
1 6,621 3 (2 for Catawba) N/A
2 3,833 1.5 N/A
Total 8,220 N/A
Impact Area #12 Greenwa
Zone* (square feet) Multiplier Required
Mitigation
1 0 3 (2 for Catawba) N/A
2 133 1.5 N/A
Total 133 N/A
Impact Area #13 (Sanitary Sewer)
Zone* (square feet) Multiplier Required
Mitigation
1 0 3 (2 for Catawba) N/A
2 2,012 1.5 N/A
Total 2,012 N/A
"Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 9of11
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260. Mitigation should not be required, all
riparian buffer impacts proposed are all allowable uses.
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level._ _ Proposed impervious surface area is 26%.
Please see attached calculations. The Town of Clayton has reviewed the plans and will ensure
compliance with their water supply ordinance.
XII. Sewage Disposal (required by DWQ)
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.
Part of the impacts requested are to connect to an existing sanitary sewer system therefore a
sanitary sewer system will be utilized for the proposed subdivision.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application? Yes ? No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted. on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description: We
have reviewed the "DRAFT Internal Policy, Cumulative impacts and the 401 Water OualitX
Certification and Isolated Wetland Pros" document pre arp ed by the NC Division of Water
Quality on October 3, 2002, version 1.6. The draft states that most residential subdivisions are
unlikelv to cause cumulative impacts. Summerlyn Subdivision does not meet any of the three
criteria of private projects that can clearly result in cumulative impacts We anticipate that you
will advise us if a qualitative or quantitative impact analysis is required.
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
Page 10 of 11
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 11 of 11
AGENT AUTHORIZATION FORM .
All Blanks To Be Filled In By The Current Landowner
Name: Aez ?uas 7;,o-,/
Address: 8y/// "J of AlezIJ& &aQ,D 5vi7--E Z02-
44C-16W AAC 07(1/s
Phone: WY. S ff - y4Z5
Project Name/ Description: _ SvW'%?4- y?v S&EC Project # S9 3 (s , S,?
Date: 10-0$-05
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
P.O. Box 1890
Wilmington, NC 28402
--r-
??_
Attn: __ i ca rir\ i-+>
Field Office:
Re: Wetlands Related Consulting and Permitting
To Whom It May Concern:
1, the current property owner, hereby designate and authorize Soil & Environmental Consultants, PA to
act in my behalf as my agent in the processing of permit applications, to furnish upon request
sup lemental information in support of applications, etc. from this day forward. The 2day of
c6z' 6e , ZOOS
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.
Print Property Owner's Name
cc: Ms. Cyndi Karoly
NCDENR - DWQ
2,321 Crabtree Boulevard
Raleigh, NC 27604
Property Owners Signa r
cc: Mr. Aaron Cooper
Soil & Environmental Consultants, PA
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Project No. Figure 1 - USGS Map

8936.w1

Project Mgr.:
Butler Heirs Soil & Environmental Consultants, PA
11010 Raven Ridge Rd.- Raleigh, NC 27614
KM Johnston County
NC [phone] • [phone]
Scale: , Web Page: www.SandEC.com
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Project N: Scale: Figure 2 - Soil Survey
8936.W1 1":2000
Project Date: Map Soil & Environmental Consultants, PA
Mgr.: KM 8111/04 (Sheet 1) 11010 Raven Ridge Rd.- Raleigh, NC 27614
Britt Heirs [phone] • [phone]
Johnston County, NC Web Page: www.SandEC.com
LEVEL SPREADER OPERATION AND MAINTENANCE AGREEMENT
The level spreader is defined as an elongated, level threshold, designed to diffuse stormwater runoff.
Maintenance activities shall be performed as follows:
1. After construction and until vegetation has been established, level spreader(s) shall be
inspected after every rainfall. Thereafter, level spreader(s) shall be inspected at least every
month and more frequently during the fall season and after heavy rainfall events:
a. Accumulated sediment, leaves, and trash shall be removed, and repairs made if required.
b. Inspect level spreader(s) for evidence of scour, undercutting, settlement of the structure,
and concentrated flows downhill from the level spreader(s).
c. A level elevation shall be maintained across the entire flow-spreading structure at all
times. Repair or replace the level spreader if it is damaged.
d. Mow vegetative cover to a height of six (6) inches and prune plants if they cover over half
of the level spreader surface.
e. Repair eroded areas and replace/replant dead or damaged vegetation.
2. The contractor should avoid the placement of any material on and prevent construction traffic
across the structure. If the measure is damaged by construction traffic, it shall be repaired
immediately.
3. Inspect and repair the collection system (e.g., catch basins, pipes, swales, riprap) four (4) times
a year to maintain proper functioning.
I acknowledge and agree by my signature below that I am responsible for the performance of the
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior
to any changes to the system or responsible party.
Print name: CTC Summerlyn Development, LLC (c/o Mr. Mark Tipton)
Title: Member Manager
Address: 8414 Falls of the Neuse Road, Suite 202 Raleigh, NC 27607
Phone:
Signature:
Date: /X,f,
Note: The legally responsible party should not be a homeowners association unless more
than 50% of the lots have been sold and a resident of the subdivision has been named the
president.
a Notary Public for the State of o27P4 Cam' e-01 OVA
County of ANA-ICE , do hereby certify that IAA-0<- C-"LL is -ri -p-MAJI
personally appeared before me thisl1day of ff?NLL Zao [G , and acknowledge
the due execution of the forgoing wet [wetland] detention basin maintenance requirements.
Witness my hand and official seal,
i
4 MY
00 EJWISSION
EXPIRE'S
' 05/23/07
t.
SEAL
My commission expires ^ 2 - 0

DWQ Project No.
DIVISION OF WATER QUALITY • LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name: Summedyn Subdivision - The Groves - Section II
Contact Person: Mr. J. Dwight Vemelson, PE Phone Number: ( 252) 752-4135
Level Spreader ID: DI 1 TO FES
Level Spreader Length 78 ft.
Drainage Area 1.81 ac.
Impervious Area 0.74 ac.
Maximum Filter Strip/Buffer Slope 5.2%
grass
Max. Discharge from a 10 Year Storm 6.0 cfs
Max. Discharge to Level Spreader 6.0 cfs
Filter Strip/Buffer Vegetation Grass
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)*
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method Pre-treatment
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached.
If a requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal
includes a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a
detailed drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a
request for additional information and will substantially delay final review and approval of the project.
Nl.E- Pre-Form Scour Holes are on flat slopes only
No structures are located in protected buffers*
If bypass method specified in the Draft Level Spreader Design Option Document:
A licant I itials
Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest
with leaf litter.
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the
bypass discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
* Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.

DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name: Summerlyn Subdivision - The Groves - Section II
Contact Person: Mr. J. Dwight Vernelson, PE
Phone Number: ( 252) 752-4135
Level Spreader ID: DI 6 TO FES
Level Spreader Length
Drainage Area
Impervious Area
Maximum Filter StriplBuffer Slope
220 ft.
5.15 ac.
0.95 ac.
7.0%
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)*
grass
Max. Discharge from a 10 Year Storm
Max. Discharge to Level Spreader
16.9 cfs
16.9 cfs
Filter Strip/Buffer Vegetation Grass (thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method Pre-treatment
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached.
If a requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal
includes a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a
detailed drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a
request for additional information and will substantially delay final review and approval of the project.
Applicants itials
AW/ Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest
with leaf litter.
Pre-Form Scour Holes are on flat slopes only
No structures are located in protected buffers*
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the
bypass discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
* Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name: Summerlyn Subdivision - The Groves - Section II
Contact Person: Mr. J. Dwight Vemelson, PE
Phone Number: [phone]
Level Spreader ID: DI 7 TO FES
Level Spreader Length 289 ft.
Drainage Area 6.70 ac.
Impervious Area 2.04 ac.
Maximum Filter Strip/Buffer Slope 3.4%
grass
Max. Discharge from a 10 Year Storm 22.2 cfs
Max. Discharge to Level Spreader 22.2 cfs
Filter Strip/Buffer Vegetation Grass
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)*
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method Pre-treatment
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached.
if a requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal
includes a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a
detailed drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a
request for additional information and will substantially delay final review and approval of the project.
Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest
with leaf litter.
Pre-Form Scour Holes are on flat slopes only
No structures are located in protected buffers*
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the
bypass discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
* Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name: Summerlyn Subdivision - The Meadows - Section II I
Contact Person: Mr. J. Dwight Vernelson, PE Phone Number: [phone]
Level Spreader ID: DI 2 TO FES
Level Spreader Length 144 ft. (perpendicular to flow)
Drainage Area 3.38 ac. (on-site and off-site drainage to the level spreader)
Impervious Area 0.99 ac. (on-site and off-site drainage to the level spreader)
Maximum Filter Strip/Buffer Slope 3.0% (6% for forested, leaf littler cover, 8% for thick ground cover)*
grass
Max. Discharge from a 10 Year Storm 11.1 cfs
Max. Discharge to Level Spreader 11.1 cfs
Filter Strip/Buffer Vegetation Grass (thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method Pre-treatment
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached.
If a requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal
includes a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a
detailed drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a
request for additional information and will substantially delay final review and approval of the project.
A iicants I itials
Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest
with leaf litter.
NIW-1111 Pre-Form Scour Holes are on flat slopes only
No structures are located in protected buffers*
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the
bypass discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
* Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name: Summerlyn Subdivision - The Meadows - Section II I
Contact Person: Mr. J. Dwight Vemelson, PE Phone Number: [phone]
Level Spreader ID: DI 5 TO FES
Level Spreader Length 112 ft. (perpendicular to flow)
Drainage Area 2.60 ac. (on-site and off-site drainage to the level spreader)
Impervious Area 1.06 ac. (on-site and off-site drainage to the level spreader)
Maximum Filter Strip/Buffer Slope 8.0% (6% for forested, leaf littler cover, 8% for thick ground cover)*
grass
Max. Discharge from a 10 Year Storm 8.6 cfs
Max. Discharge to Level Spreader 8.6 cfs
Filter Strip/Buffer Vegetation Grass (thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method Pre-treatment
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached.
If a requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal
includes a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a
detailed drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a
request for a5ditional information and will substantially delay final review and approval of the project.
Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest
with leaf litter.
Pre-Form Scour Holes are on flat slopes only
No structures are located in protected buffers*
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the
bypass discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
* Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft LevelSpreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
DWQ Project No.
DIVISION OF WATER QUALITY • LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name: Summerlyn Subdivision - The Meadows - Section III
Contact Person: Mr. J. Dwight Vernelson, PE
Level Spreader ID: DI 28 TO FES
Level Spreader Length 216 ft.
Drainage Area 5.12 ac.
Impervious Area 1.20 ac.
Maximum Filter Strip/Buffer Slope 8.0%
grass
Max. Discharge from a 10 Year Storm 16.6 cfs
Max. Discharge to Level Spreader 16.6 cfs
Filter Strip/Buffer Vegetation Grass
Pre-treatment or Bypass Method Pre-treatment
II. REQUIRED ITEMS CHECKLIST
Phone Number: ( 252) 752-4135
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)*
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached.
If a requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal
includes a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a
detailed drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a
request for additional information and will substantially delay final review and approval of the project.
Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest
with leaf litter.
Pre-Form Scour Holes are on flat slopes only
No structures are located in protected buffers*
If bypass method specified in the Draft Level Spreader Design Option Document:

Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the
bypass discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
* Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name: Summerlyn Subdivision - The Meadows - Section I I I
Contact Person: Mr. J. Dwight Vemelson, PE
Level Spreader ID: DI 12 TO FES
Level Spreader Length 273 ft.
Drainage Area 6.51 ac.
Impervious Area 2.30 ac.
Maximum Filter Strip/Buffer Slope 5.5%
grass
Max. Discharge from a 10 Year Storm 21.0 cfs
Max. Discharge to Level Spreader 21.0 cfs
Phone Number: ( 252 ) 752-4135
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)*
Filter Strip/Buffer Vegetation Grass (thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method Pre-treatment
11. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached.
If a requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal
includes a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a
detailed drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a
request fvdPonal information and will substantially delay final review and approval of the project.
Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest
with leaf litter.
Pre-Form Scour Holes are on flat slopes only
No structures are located in protected buffers*
If bAfass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the
bypass discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
* Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name: Summerlyn Subdivision -The Meadows Section I I I
Contact Person: Mr. J. Dwight Vemelson, PE
Level Spreader ID: DI 13 TO FES
Level Spreader Length 56 ft.
Drainage Area 1.31 ac.
Impervious Area 0.48 ac.
Maximum Filter Strip/Buffer Slope
grass
Max. Discharge from a 10 Year Storm
Max. Discharge to Level Spreader
Filter Strip/Buffer Vegetation
7.5%
4.3 cfs
4.3 cfs
Grass
Pre-treatment or Bypass Method
II. REQUIRED ITEMS CHECKLIST
Pre-treatment
Phone Number: [phone]
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)*
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached.
If a requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal
includes a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a
detailed drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a
request for 50ditional information and will substantially delay final review and approval of the project.
Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest
with leaf litter.
N//I- Pre-Form Scour Holes are on flat slopes only
/' No structures are located in protected buffers*
fbypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the
bypass discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
* Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name: Summerlyn Subdivision - The Meadows - Section I I I
Contact Person: Mr. J. Dwight Vemelson, PE Phone Number: (252) 7524135
Level Spreader ID: DI 15 TO FES
Level Spreader Length 137 ft. (perpendicular to flow)
Drainage Area 3.18 ac. (on-site and off-site drainage to the level spreader)
Impervious Area 0.89 ac. (on-site and off-site drainage to the level spreader)
Maximum Filter Strip/Buffer Slope 6.5% (6% for forested, leaf littler cover, 8% for thick ground cover)*
grass
Max. Discharge from a 10 Year Storm
Max. Discharge to Level Spreader
Filter Strip/Buffer Vegetation
Pre-treatment or Bypass Method
11. REQUIRED ITEMS CHECKLIST
10.5 cfs
10.5 cfs
Grass
Pre-treatment
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached.
If a requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal
includes a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a
detailed drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a
request for additional information and will substantially delay final review and approval of the project.
Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest
with leaf litter.
Pre-Form Scour Holes are on flat slopes only
No structures are located in protected buffers*
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the
bypass discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
* Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name: Summerlyn Subdivision - The Meadows - Section I I I
Contact Person: Mr. J. Dwight Vemelson, PE
Level Spreader ID: DI 16 TO FES
Level Spreader Length
Drainage Area
Impervious Area
Maximum Filter Strip/Buffer Slope
grass
Max. Discharge from a 10 Year Storm
Max. Discharge to Level Spreader
Filter Strip/Buffer Vegetation
27 ft.
0.64 ac.
0.27 ac.
6.1 %
2.1 cfs
2.1 cfs
Grass
Pre-treatment or Bypass Method Pre-treatment
II. REQUIRED ITEMS CHECKLIST
Phone Number: ( 252) 752-4135
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)*
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached.
If a requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal
includes a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a
detailed drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a
request for aIditional information and will substantially delay final review and approval of the project.
Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest
with leaf litter.
Pre-Form Scour Holes are on flat slopes only
No structures are located in protected buffers*
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the
bypass discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
* Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name: Summerlyn Subdivision - The Meadows - Section II I
Contact Person: Mr. J. Dwight Vemelson, PE Phone Number: (252) 7524135
Level Spreader ID: DI 17 TO FES
Level Spreader Length 44 ft. (perpendicular to flow)
Drainage Area 1.02 ac. (on-site and off-site drainage to the level spreader)
Impervious Area 0.41 ac. (on-site and off-site drainage to the level spreader)
Maximum Filter Strip/Buffer Slope
grass
2.5%
(6% for forested, leaf littler cover, 8% for thick ground cover)*
Max. Discharge from a 10 Year Storm
Max. Discharge to Level Spreader
Filter Strip/Buffer Vegetation
Pre-treatment or Bypass Method
II. REQUIRED ITEMS CHECKLIST
3.4 cfs
3.4 cfs
Grass (thick ground cover or grass, canopied forest with leaf litter
Pre-treatment
groundcover)
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached.
If a requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal
includes a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a
detailed drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a
request for additional information and will substantially delay final review and approval of the project.
A lica s hitials
Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest
with leaf litter.
Pre-Form Scour Holes are on flat slopes only
No structures are located in protected buffers*
bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the
bypass discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
* Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name: Summerlyn Subdivision - The Meadows - Section III
Contact Person: Mr. J. Dwight Vemelson, PE
Level Spreader ID: DI 24 TO FES
Level Spreader Length 204 ft.
Drainage Area 4.84 ac.
Impervious Area 1.69 ac.
Maximum Filter Strip/Buffer Slope 3.2%
grass
Max. Discharge from a 10 Year Storm 15.7 cfs
Max. Discharge to Level Spreader 15.7 cfs
Filter Strip/Buffer Vegetation Grass
Pre-treatment or Bypass Method Pre-treatment
II. REQUIRED ITEMS CHECKLIST
Phone Number: [phone]
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)*
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached.
If a requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal
includes a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a
detailed drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a
request for additional information and will substantially delay final review and approval of the project.
Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest
with leaf litter.
Pre-Form Scour Holes are on flat slopes only
No structures are located in protected buffers*
It bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the
bypass discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
* Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name: Summerlyn Subdivision - The Orchards - Section I
Contact Person: Mr. J. Dwight Vemelson, PE
Level Spreader ID: DI 4 TO FES
Level Spreader Length
Drainage Area
Impervious Area
Maximum Filter Strip/Buffer Slope
grass
235 ft.
5.46 ac.
1.75 ac.
8.0%
Max. Discharge from a 10 Year Storm 18.1 cfs
Max. Discharge to Level Spreader 18.1 cfs
Filter Strip/Buffer Vegetation
Pre-treatment or Bypass Method
II. REQUIRED ITEMS CHECKLIST
Phone Number: [phone]
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)*
Grass (thick ground cover or grass, canopied forest with leaf litter
Pre-treatment
groundcover)
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached.
If a requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal
includes a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a
detailed drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a
request for additional information and will substantially delay final review and approval of the project.
Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest
with leaf litter.
Pre-Form Scour Holes are on flat slopes only,
No structures are located in protected buffers*
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the
bypass discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
* Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name: Summerlyn Subdivision - The Orchards - Section I
Contact Person: Mr. J. Dwight Vemelson, PE
Phone Number: (252) 7524135
Level Spreader ID: DI 20 TO FES
Level Spreader Length
Drainage Area
Impervious Area
Maximum Filter Strip/Buffer Slope
grass
205 ft.
4.84 ac.
1.68 ac.
5.0%
15.8 cfs
15.8 cfs
Grass
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)*
Max. Discharge from a 10 Year Storm
Max. Discharge to Level Spreader
Filter Strip/Buffer Vegetation
Pre-treatment or Bypass Method
II. REQUIRED ITEMS CHECKLIST
Pre-treatment
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached.
If a requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal
includes a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a
detailed drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a
request for additional information and will substantially delay final review and approval of the project.
f- Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest
N?i7r with leaf litter.
Pre-Form Soour Holes are on flat slopes only
No structures are located in protected buffers*
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the
bypass discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
* Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name: Summerlyn Subdivision - The Orchards - Section I
Contact Person: Mr. J. Dwight Vemelson, PE
Level Spreader ID: DI 9 TO FES
Level Spreader Length
Drainage Area
Impervious Area
Maximum Filter Strip/Buffer Slope
87 ft.
2.02 ac.
0.77 ac.-
2.6%
grass
Max. Discharge from a 10 Year Storm 6.7 cfs
Phone Number: [phone]
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)*
Max. Discharge to Level Spreader 6.7 cfs
Filter Strip/Buffer Vegetation Grass (thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method Pre-treatment
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached.
If a requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal
includes a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a
detailed drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a
request for additional information and will substantially delay final review and approval of the project.
Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest
with leaf litter.
Pre-Form Scour Holes are on flat slopes only
No structures are located in protected buffers*
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the
bypass discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
* Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name: Summerlyn Subdivision - The Orchards - Section I
Contact Person: Mr. J. Dwight Vemelson, PE Phone Number: [phone]
Level Spreader ID: DI 11 TO FES
Level Spreader Length 42 ft.
Drainage Area 0.97 ac.
Impervious Area 0.42 ac.
Maximum Filter Strip/Buffer Slope 8.0%
grass
Max. Discharge from a 10 Year Storm 3.2 cfs
Max. Discharge to Level Spreader 3.2 cfs
Filter Strip/Buffer Vegetation Grass
Pre-treatment or Bypass Method Pre-treatment
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)*
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
11. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached.
If a requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal
includes a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a
detailed drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a
request for additional information and will substantially delay final review and approval of the project.
A lican s I itials
Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest
Nl? with leaf litter.
Pre-Form Scour Holes are on flat slopes only
No structures are located in protected buffers*
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the
bypass discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
* Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1.of a protected buffer area.
DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name: Summerlyn Subdivision - The Orchards - Section I
Contact Person: Mr. J. Dwight Vemelson, PE
Phone Number: (252) 752=4135
Level Spreader ID: DI 14 TO FES
Level Spreader Length 134 ft.
Drainage Area 3.11 ac.
Impervious Area 0.97 ac.
Maximum Filter Strip/Buffer Slope 8.0%
grass
Max. Discharge from a 10 Year Storm 10.3 cfs
Max. Discharge to Level Spreader 10.3 cfs
Filter Strip/Buffer Vegetation Grass
Pre-treatment or Bypass Method Pre-treatment
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)*
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached.
If a requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal
includes a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a
detailed drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a
request for additional information and will substantially delay final review and approval of the project.
A licants Initials
/119 Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest
Nlr with leaf litter.
Pre-Form Scour Holes are on flat slopes only
No structures are located in protected buffers*
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the
bypass discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
* Level spreaders-in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name: Summerlyn Subdivision - The Orchards - Section I
Contact Person: Mr. J. Dwight Vemelson, PE
Level Spreader ID: DI 16 TO FES
Level Spreader Length 30 ft.
Drainage Area 0.70 ac.
Impervious Area 0.21 ac.
Maximum Filter Strip/Buffer Slope 8.0%
grass
Max. Discharge from a 10 Year Storm 2.3 cfs
Max. Discharge to Level Spreader 2.3 cfs
Filter Strip/Buffer Vegetation Grass
Phone Number: [phone]
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)*
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method Pre-treatment
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached.
If a requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal
includes a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a
detailed drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a
request for additional information and will substantially delay final review and approval of the project.
A licants I itials
Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest
with leaf litter.
Pre-Form Scour Holes are on flat slopes only
No structures are located in protected buffers*
If byp ss method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the
bypass discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
* Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.

STORM 3.5' (MIN)
SEWER-FES
if. ::. OP ELEV.
.... :? :' ?...:,:•.:; SEE PLAN)
BOTTOM ELEV.
FLOW 8X MAX
(SEE PLAN) -?
•' ` • ? LANDLOK TURF
REINFORCEMENT
MATR/X 450 KEY IN PER
MANUFACTURER'S
GUIDELINES
RIP RAP -*'
APRON (VARIES) FILTER CLOTH
UNDERUNER
VAR/ES
STORM
LANDLOK TURF I SEWER-FES
REINFORCEMENT
MATRIX 450 TOP ELEV. IOU:
LIE rc= BOTTOM ELEV. INSTALLED W/ FASTENERS
AS PER MANUFACTURER
RECOMMENDATION.
LEVEL DER DETAIL
JOB ?t1rrxt'f. >sc?<<t .t- r.
RIVERS & ASSOCIATES, INC.
Engineers/Planners/Surveyors SHEET NO. OF
107 E. 2nd Street P.O. Box 929
GREENVILLE, NORTH CAROLINA 27835 CALCULATED BY , DATE
[phone] FAX [phone] CHECKED BY DATE
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RIVERS & ASSOCIATES, INC.
Engineers/Planners/Surveyors
107 E. 2nd Street P.O. Box 929
GREENVILLE, NORTH CAROLINA 27835
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Engineers/Planners/Surveyors SHEET NO. Ca OF
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GREENVILLE
NORTH CAROLINA 27835 CALCULATED BY JJf DATE ?Z ?zQ %o'
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RIVERS & ASSOCIATES, INC.
Engineers/Planners/Surveyors
107 E. 2nd Street P.O. Box 929
GREENVILLE, NORTH CAROLINA 27835
[phone] FAX [phone]
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CTC SUMMERL M DEVELOPMENT, LLC
RIPARIAN BUFFER MAPS FOR
SUMMERL YN SUBDIVISION
THE GROVES and THE MEADOWS
CLAYTON TOWNSHIP, JOHNSTON COUNTY, NORTH CAROLINA
MAR 1 8 2006
X .:I
THE MEADOWS
600'
0 8 0 4 4 4
GRO VES
SCALE 1 "= 300'
??k r
4b- \61h
s Q? ?
-' --1?,G
1 1
?`h1
,w_wO i

Ppp ? ? I
1 WN OF
20 UJJLJTY
YTQN
ENT

LEVE2225.:?
.. ..... , .... .'? , . .144
0
? ... . .........•.•...,..... ...'... !`,r ?' ) + '?_ TOP
\ V ??
y r.;s ... .
CLEARING UMI TS ....' r p .DF........,. .. , ..
DESIGNATED BY e'?Hk
SILT FENCE
50' NEUSE RIVER RIPARIAN
BUFFER a mans BRANCH
WETLANDS
RIPARIAN BUFFER ;
IMPACT AREA NO I -'
MEUSE BUFFER DISTURBANCE
ZONE 1 DISTURBED AREA = 1560 SF.
ZONE 2 DISTURBED AREA = 406 SF.
TOTAL NEUSE BASIN RIPARIAN
BUFFER DISTURBANCE - 1966 S.F.
LENGTH OF IMPACTED CHANNEL =
35 L.F. (OPEN CUT - TEMPORARY IMPACT)

i
?• NZ>?A.
?e
+ `7
•? ll?pp'^ff?1R'? /."X ?"y X120 E 223 g? jr (!
q,E? r r h?
.. , , ... ...'.'.'.??..'.\. \?? it I { t
.....\ \.
.F
.'
IMPACT AREA NO.2 --1
MEUSE BUFFER DISTURBANCE
ZONE 1 DISTURBED AREA - 0 S .F
ZONE 2 DISTURBED AREA = 561 SF.
TOTAL MEUSE BASIN RIPARIAN
BUFFER DISTURBANCE = 516 SF.
LENGTH OF IMPACTED CHANNEL - 0 L.F.
`y `
54
50' 0 25' 50' 100'
I
SCALE 1'= 50'
j j A ` ?\ ?\? \`\ t I \ A /. , , . yrJ...'....... .
f'
0 %5 -Q 6)
001
\ /
r «. « f \ r /
? ____? ?____ - --fit ,1 i ? h^ \ d,?,i?p5 / ?, •,,.•..r,.,_.a•...•.,.•. ,...,.:. "ji
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t r I I t I' 20' TO Y" `?'P J. , .. , .' A ....
t I i V ,,,emu T??? 5 1 r / ,/. .??!.'.. , , .. , ,
tt I I 1 i ?LFpSEM T /'le A j ' •' • ' ' •' ,' •' •' •' •' •' • ' •' •' ••
.
f ee
E T ??? : ,','.....? . x?. .'y.......
i '?/...
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.....
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. . . . . . . . .
?! ': ' ;' •?? 50' 0 25' 50' 100'
00, IMPACT AREA NO.3
NfUSE BUFFER O1SI7JRBNCE
?'
00 - Q ZONE I DISTURBED AREA = 1,528 SF. ,
?C k vJ tj ZONE 2 DISTURBED AREA = 1,073 SF. SCALE 1 = 50
J B70TAL NEUSE BASIN RIPARIAN
UFFER DISTURBANCE - 2601 S.F.
(a v LENGTH OF IMPACTED CHANNEL =&ea Engi
22 LF, (OPEN CUT - TEMPORARY IMPACT) • 107 Beet Second St. 8410 Falls Of Neuse Rd. >o?s
...................... , . .
z. // ?? 1 ?1 ` / ' '?1, i ,,!`.','.'.'.? ,'.','.' ' • . :
A?l All-
oil
???J ,
/ D l
~? 1 ,....,,,.....,
n / I ,•,•.•.- .••••,.,• •
?........... RAISED BOARDWALK
CROSSING WETLANDS
(APPROX. 70 L. F.)
04
Q ?h ?......
1? .... . o ?'
ti .'. ?Ig
F.... '
C3.','.'. ,
O Q ^? .
IMPACT AREA NO.4
NEUSE BUFFER DISTURBANCE
??
'•'••?!'••••••?;• ZONE lDIS1URBEDAREA =O SF
::! ZONE 2 DISTURBED AREA - 347 SF.
?? ???Q,i : ' •' •' TOTAL NEUSE BASIN RIPARIAN

> BUFFER DISTURBANCE - 347 S .F.
50' 0 25' 50' 100'
t 1a'?• ' ?? LENGTH OF IMPACTED CHANNEL = 0 L.F.
.. o. .
SCALE 150'
1,,......:'; ?' .... .. • • . • • ... aEiARING UMITS DESIGNATED BY SILT FENCE
• E
r. ngi
50' NEUSE RIVER RIPARIAN • 107 East Second St. 8410 Falls Ot Neuse Rd. Pla
? BUFFER 1918 (262) 762- 195 27858 Raleigh, N.C. 27815 Sl1Ti
[phone]
: ? # ! \V?/' 'yam' 11 X 1 ;
IN IRA
r
20, WAL
EASEMO
•''rr. j - ? X00 \ \\ ?,,..•' ,? X ?1 1 ? Y?' ?r' QQ.\/ Ju/!! !1I -_•-•---
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/ O \ 7h
< 10
18,
gjl?
alp
-------------
zlti
2PA
Ile
aVF r Fq? y \ 4
?`:: , ? 930 C? tl rr
d'ACT AREA NO.5 \:___?:.! •*' : ; ?.,, rr e
NEUSE BUFFER DISTURBANCE
ZONE 1 DISTURBED AREA - 0 &F.
;
ZONE 2 DISTURBED AREA - 1653 S .F.
TOTAL NEUSE BASIN RIPARIAN
BUFFER DISTURBANCE = 1653 IF LENGTH OF IMPACTED CHANNEL = 0 L.F.
Cy '
`
01
0e ophop 50' 0 25' 50' 100'
AVq? ey -?C/??'' R?p,4R/qH
s??r' SCALE 1 "= 50'
,.
1 1VII /IVVI? ? ? rl ? : ?
Green Ln.
RAISED BOARDWALK
C
(APPROX. 40 ROSSING *ElLANDS - -
r r moo \ E L.F.
! 1 i \N? \\ rr ?__--
4150
V 777:
'?? -8 -PA I+F?:
?? <, o ??? ?.. -- -- - ; ` ' '' d
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U?•TIU7Y. Cq?1?NX: ??.
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r / /
1
LJTY
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E
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t 5 WA TO: B
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00,00
-A J
': ------
ell's -
.o
A
1, 1, ; ; ryfio 6 n?,?Y? Y
,
a1
Wer IMPACT AREA NO. 6
NEUSE BUFFER DISTURBANCE 41
5e ' r?
•tary ZONE ! DISTURBED AREA = 0 SF
CJaI'f ZONE 2 DISTURBED AREA = 1398 SF.
r
TOTAL NEUSE BASIN RIPARIAN :J::?,
BUFFER DISTURBANCE = 1398 S.F.
' : ; °, \ ?S
LENGTH OF lMPAC1ED CHANNEL = 0 L.F.
ULM SU?? Engineers
B07
107 East Second St, 8410 Fells Of Neuse Rd. planners
Since Greenville, N.C. 27858 Raleigh, N.C. 27815
1918 [phone] [phone] Surveyors
S wt No. 6
50' 0 25' 50' 100'
SCALE 1•= 50'
",RAISED BOARDWALK /
oolo
`-CROSSING WFTLANDS + quo C? 0 O / 1. {
(APPR 0 L.F.) / r . r .
Rik
2 r ?? ?t' / / • a0 / I
S
\ FACT ARE4 NO.9 / /C2° o
.. \ NEUSE BUFFER DISTURBANCE -?-131 \\ `ZONE i DISTURBED AREA - o pNK
ZONE ,,2 DISTURBED AREA - 268 SF.
OTACNEUSE BASIN RIPARIAN,' O : ;:? •;
DISTURBANCE - 26$ SF.
IIPACTED CHANNEL 0 L.F. C0 ? , /• . • 1,
1
i
J:
b r
•.A?T l?l?: •; ? ? a J
--
•l)I.SNI?BANCf?' 217: 5?'' ?: • . ti / . %'/ - ' !?' . •r' ?;,.
h ACT AREA NO 8
+:?;, ;??. , ?' , ::? : ??; ;'-• NEUSE BUFFER DISTURBANCE
,/.
ZONE 1 DISTURBED AREA - 2100 S.F.
/1 ZONE 2 DISTURBED AREA - 944 S.F
?. 1
/ I 'r TOTAL NEUSE BASIN RIPARIAN
BUFFER DISTURBANCE = 3,044 SF.
LENGTH OFIMPAVED CHANNEL =
x;... :r.::: ': •f
?24 L.F. (OPEN CUT-TEMPORARY IMPACT
C&N 1v
IMPACT AREA N0.7
14
fib' ?.;.; /• ' ? :;? ? MEUSE BUFFER DISTURBANCE 'Foy
:.- ZONE 1 DISTURBED AREA = 8,014 S.F. 0.18 AC.
o !V , ok )
: ZONE 2 DISTURBED AREA a 3,827 S .F (0.088 AC.
p . TOTAL NEUSE BASIN RIPARIAN
BUFFER DISTURBANCE = 11,841 S.F. (0.27 AO)
?? ?` : a, "tiiiiyir• ' Q LENGTH OF IMPAC7E0 CHANNEL =
JUFACT AREA W. 8 A
LENGTH OF IMPACTED
*r snr 4 s. ::r? w \ `/ CHANNEL - APPROX 30 LF.
;? ?:?? • %f \ \ (0 JV--CUT TEMPORARY IMPACT)
h i' ir::: ' '•:: • : ; . ??? . ; ' : • : • ' ' ''> ?, \ WETLAND IMPACT = 1.26 Sf.
50' 0 25' loo,
SCALE 1"= 50'
mociates
l.A
w
• 107 East 9eoc
Since Greenville, N.1
1918 (252) 752-41.
k

?1?
Z0?, ?.QV// I ??tic
tiG
`\ 1

gNr7 o?NC P/ ?• \ _\ %1e 1-1 61
+ 10000 _"o
'7b* CIO
/
%
?et I'
slo
'o, .00 woe
IN,
r•
?Jl
A DBY $lL;T:F'NCF : i ?•,\
q ; ANK;
50' NEUSE RIVER RIPARIAN '
BUFFER 1
100, / ---,/ 1918

50' 0 25' No 100'
I
SCALE 1"= 50'
CTC SUMMERL YN DEVELOPMENT, LLC
RIPARIAN BUFFER MAPS FOR
SUMMERL YN SUBDIVISION
THE ORCHARDS
CLAYTON TOWNSHIP, JOHNSTON COUNTY, NORTH CAROLINA
x XOo
4
300' 0 150' 300' 600'
I
SCALE 1 "= 300'
a
? ? ? ? 'o?? Nom. •r?y ,' ? , _,?° I
?a O oar,./
lip
A? 4?' ?C£9l ANI'';1
9t. dO,
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1 .,
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t. t J
5...
2
2
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NINAV I/'U !E7 . IV ?? tititi ' a j `.. t 4 ' \ 9i
NEUSE BUFFER DISTURBANCE : ;titi,:t :ts• < ? y %
•t
5
t Vt ?V
E.
ZONE 1 DISTURBED AREA - 0 IF .r•'b''1 uo'•n:1:. ti•i.i?:tYt:?•t'• t .?,><. f .?.
.t
ZONE 2 DISTURBED AREA - 1,075 S.F. 70 : ;• ,,t•,""• ?: = ,; " ' ' "1'?; ./
1. • ;+?.. ::ruy^t•?':• t.;tt"taa»vitivhx:i. ?? , ? .?`
TOTAL NEUSE BASIN RIPARIAN : `: ;9:`%r?i 15 • t ; 4v.:s
V.
BUFFER DISTURBANCE = 1,075 S .F.
:::: • • :: ; :: ' ? ' 70 ? , t;t•. `??? ?, ?. ' \' .
LENGTH OF IMPACTED CHANNEL - 0 L.F.
G'LEARING: UMl.TS
DESIGAIA,Q BY :SILT : h
.:
RAISE • BOARD
D WALK;
G: :FEAND C:
::?4SSiN . WE • S
A?PP.ROX : ,?0 ? LF:
50' 0 25' 50' 100'
? _I I I
SCALE 1'= 50'
Na
:.....
4???v
QUO, ? _ ?h ,
C: P N?
w ?sr 9Tti 6
J.
6y
F 169
+QQ 34 \ !?, P
?.
35 ! . /
0
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.: 37 ?Q`
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o: 4 A
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9 lnC :.. 0 25' 50' 100'
ti4p 39tDn :::':':'.':'. . CALF 150'
f '?'" a?? O c ..a.' ............. :. .: '
APACT AREA N0.11 IMPACT AREA NO. 12
NEUSE BUFFER DISNRBANCE
ZONE 1 DISTURBED AREA = 6621 SF (0.15 AC.) NEUSE BUFFER DISTURBANCE Oe Engineers
ZONE 2 DISTURBED AREA = 3833 S.F. (0.09 AC.) ZONE 1 DISTURBED AREA - 0 S.F. • 107 Bast Second SL 8410 Falls Of Nease Rd. Planners
TOTAL NEUSE BASIN RIPARIAN ZONE 2 DISTURBED AREA = 133 S.F. Since Greenville, N.C. 27858 Raleigh, N.C. 27815
BUFFER DISnIRBANCE = 8220 S.F. (0.19 AC.) TOTAL NEUSE BASIN RIPARIAN 1918 [phone] [phone] Surveyors
LENGTH OF IMPACTED CHANNEL = 0 L.F. BUFFER DISTURBANCE - 133 S.F. WETLAND IMPACT - .05 AC. 2194 SF. LENGTH OF IMPACTED CHANNEL - 0 L.F. 5pieet Na IV

r-
i i
i

f
OZ
J

i
STA. 21.17.85
AI. NO.
15-
TOP 194.13
INK 18950
n
INK 184.02 \ :\ , C
O
-'150 R
` 20' TONIVqc .. .... - .
X EA T AuTY ; l
/ >i
50' 0 25' 50' 100'
SCALE I *= 50'
(Nj
MdPACT AREA No. 13
NEUSE BUFFER DISTURBANCE
ZONE 1 DISTURBED AREA = 0 SF.
ZONE 2 DISTURBED AREA = 2,012 SF.
TOTAL NEUSE BASIN RIPARIAN
BUFFER DISTURBANCE = 2,012 SF
LENGTH OF IMPACTED CHANNEL = 0 L.F.
NEXANDS IMPACT - 350 SF.
i
9FAmim ?uulwc09 Engineers
107 East Second St. 8410 Falls Of Neuse Rd. Planners
Since Greenville, N.C. 27858 Raleigh, N.C. 27815
1918 [phone] [phone] Surveyors
SCALE 1`= 50' SNOWAb. Y1
I ? (v1
I?
12' QTA VEL DR.
I Nye ? rro1
I \ I ?.
I p
\ I
..
Zo.Z.
i :7t'1C?• :?'Q
07 WE 2)
Tupelo
!' D.k N0.
(60' PUBLIC R/W - 20' PVM'T.) TOP 1858;

R/W
3' 1 9'
6' II
t
6'
12'
12'
ELEV.=1
6'
R/W
9' i 3'
?I-EXISTING CHw NNa BOTTOM
59
54'
CROSS SECTION
TOP OF PAVEMENT
EXISTING-) BIXOMM OF
GROUND X"" :
SCALE: VERTICAL 1*-10'
HORIZONTAL. 1*=10'
z
w
w
Q
a
N
Mulberry Banks Road
(60' R/N; 24' PAVEMENT)
END SECTION EAST END

•
EXISTING
STREAM
I I

I
I
I
? I I I
I
R/w R/W
? I
I I -
3' t t
6'
10 10' 6' 11'
3'
Z
W
j
?IYFT
f ELEV.=159.11

I.
o CL
1.51
co
N I I '
118 I I I EXISTING (CHANNEL f
0M
I 61 INV EL=1527
L. 152

,
3.5 '

I
I I I

L
54

I I 2.5'
I I
CROSS SECTION
SCALE. VVMCAL 1•=10'
I HORIZONTAL 10=10'
PLAN VIEW River Reeds Lane
(60' RI W, 20' PAVEMENT)
TOP OF PAVEMENT
BOTTOM OF
STREAM
. .......
EXISTING MAT"
•
?
GROUND
. Moen-
a Engineers
. . 7
s 107 East Second St. 8410 Falls Of Nauss R d.
Planners
Since Greenville, N.C. 27858 R
1918 [phone] Raleigh, N.C. 27815
[phone]
Surveyors
END SECTION EAST END
&AWt a m
RIVERS AND ASSOCIATES, INC.
Date: 03/09/2006
Amount: $200.00
VendorlD: 1056
Payee: NC Division of Water Quality
6
M?,R ?, 6 200
BEDS AND 5
WETS
Check # 84288 4 2 8 1
NO]E•
E1(1S11NG NOME AND OUT BUILDINGS TO BE 4.5' x s' x 22" THK. 4.5' X g' X 22" 1NK. 3.75' X 7.5' X 22" THK. INFORMAAON ON UNDERGROUND UAUTIES WAS ASSEMBLED FROM
USED AS CONSIRUC11ON OfFlCE. 4 iN-aASS B RIP RAP REMOVAL AS DIRECTED BY OWNER. W1TH fl~TER ao1H 6 TN-CLASS B RIP RAP 4 TN-CG4SS B R1P RAP VARIOUS SOURCES SURVEYOR NOR ENGINEER DID NOT DO ANY Erosion Control McBSUres~
UNDERUNER WITH FILTER CLOlH WITH fILTER CLOTH DIGGING AR POTHOLING TO LOCATE EXIST. UNDERGROUND U)1LIAES UNDERUNER UNDERUNER (HORIZONTALLY OR VERTICALLY). ENGINEER IS NOT RESPONSIBLE 1. All work veil! be done in accordance with NCDENR.
~?p' FOR ANY CONFLICTS BETWEEN EXISTING Ul1UT1ES AND PROPOSED No land disturbing actJvity beyond that required
?O' X so, CALLS ALONG SOUTH R W OF SR 1902 ' X Sp, ~ RNCE TAPS. to Instal! the appropriate erosion control measures may CDAIS X 8 S U1)UIIES/SE roceed unt11 measures are ro?red b the State of North Carolina.
, - . _ . LINE BEARING DISTANCE Cn lp/yE P oPP Y
L70 - _ 1 4015 . _ _ S89^57'34 E ~ SAN / ~
L71 S847448 E 97.5J ~ _ r 'R.,.~• ~ - r t ~s7,' r?•~ 2. Contractor shall instal! construction entrances; silt fences, sediment basins ;r.<. r r , ~ ~ e'er wq/tR,y,~y and dlwrsfon basins prior to preceding with clearing/grubbing and grading
S"""`- - _ ~ ~QP atlons. Rock Inlet Sediment Tra s and P! a Inlet - _ _ ~ , ~ Protection shall be laced around all drains a structures to collect surface
Nrnu+ ~r \ I 1 . ~ - . r trot ~totlon and release water at a raduol rote. Afl ~ _ . , runoff and con g . , - - „ ,
„ ~ ~ 1~~'R~E~/H~ RANT Nu 1 / r - ~`t ~ r ~ ~ ` , cements outside the parking fat where storm pipes are lnstdled
, ~ 1 . c - _ ~"r--?-=.~-`~_ - t I be roded, seeded and mulched. ~ 9
- J r ~~n r , ;fir i r , ~ :
J r / ° f.__, ~ J _ 3. Streets shall haw stone base placed on them for t stabrTlzotlon and shoulders shoN be seeded to stabAize the
LEGEND r ,y~ - , ~ , ~ ; ` ~ i+ i ~ ' ' ; / ~ ' J ' 1 1 t ~ ~ ~ ~ ~ ~ solL Seed bed r station shall be conducted according to North
/ ~ ' i ~ / i iJ i r ~ I ~ i t P ~ atlas Standard S ec/flcatlons for r / ~ r J a J 1 a~~, i t i _ Raw Carolina Department of Tran art p ' ` ~ z / / ' J / / ~.~~;;a I t I ` ` Roods and Structures D.O.T.. >he round surface shat! be
` , r PROPOSED EXISTING ~ / / / l' r y r ' , ! , r J 1 J l ~ f t / ~ Iltf ~~I. ( 9 J , . r J ~ , J J +~~~I i 1 ~ cleared of stumps, stones, roots, cables, wire, grade stokes, and
EDGE Of PAVEMENT ~ - r - ' / ' ~ / ,l{ , i , , r J J , r ~ 1•••• a " other materials that might hinder proper grading, tillage, , r , rr . ~ r~~•.::...1,... seeding or subsequent maintenance operations. Grades on the area
, J i , , r=~" , ,T / , / i / / -t r t \ to be seeded shall be maintained !n a true and even candrtlon.
STORM SEWER PIPE ~ ~ - , i ' / ~ r ; . % $1N 0.,$ ' / i ~Y~" ~ .t , •r::'::::::•:::'. Maintenance shah Include any necessary repairs to previously
CATCH BASIN OR \ /l, ~ , ~ , ~ ~ , , , ~ uun~ ~ / :~:ta...:....... graded seas. Al! graded areas shall be thoroughly tilled to 0 ' / ' ~ , • ~ ~ 1 r ~F'..::;;::::. st four 4 Inches b lowin diskin horrowin , i , ~ ~Z , / , MN depth of at lea O y P 9. 9. 9
\ / • rm C , r.- LIEF~l~O f , / / r x gNER - ~ ~ > ' ~ , , ~ , 11,;'ii~-' - ~-,r or other approved methods until the condition of the soil is
~ MANHOLE Q - \ ~ - ' . . ' fr a ~.._Y--•- - r _ - . , / ` w is -r J, - , ` `~,r ~ ~ , / , ~ acceptable. Ch sJtes where soil conditions are such that high / . - , r ~ , > n r ~ ~ ~ ~ ~ ~ /~J, JJ~ ~ ~ day content and excessive compaction cause dif>rculty In getting
SAN. SEWER PIPE ~ \ 74 / / ~ r' _,C , ' / . ~ ' ~ ~ • dads and !um s effectlvel ulverized, the Contractor shall use
- ' , . ~ / F~ ~ 'i,i / r ' :y';:.,':::•::~:~~ . the rotary tillage machinery until the mixing of the soU fs ' ~ ' ' % • acceptable and no clods or clumps remain larger than 1 1/2 indles .
WATER MAIN t' ~ ' AND VALVE ~ _ \ ~ / . ~r ,r - / , , / / 1 ~ r , ,,p , . ~ , , ~ ~1 . / 1 ' . ••~~~:::"d: !n diameter. A Nm? and compact seed bed is required and after
375' X 5'X22" THK. \ 'i ~ ~ ':1~?~ ~ - - - • / ' \ ~ . - , / ~ • ,/%'••'f'/~e ' ~ • / / p r r :•:.•:+r'::.'•::•::::•:;':::•:::•::~:::•::•:::':::~ beJng graded, the seed bed shall be lightly compacted wJth o land r , / J r,~ a ~ , / / ~ ~ { roller, such os a cultipocker, before and after seeding.
HYDRANT 3 TN-aASS B RIP RAP 8 \ \ i `sl r' 'i ~ ' / is / , r`, t, / , 1r / 1! •:'iS':;::.,•..;E•:..~:is':r:i•:°:•:ii:•:~::•::c:i•::':: ~ ' ~?~rfr / / r t r Limestone shall be dolomitic agriculture ground limestone
flRE HYDRANT 1 ` \ at ~ ! ' '1 qs / - - / / UNDERUNER n y \ ry+ , ; r, , 1:. rti / . f - _ - - r / 1 ~__/J Jr / 1 . containing not less than 10 percent magnesium oxide. LJme shall
ASSEMBLY i ~ ` ~ i; a ~ _ - - - / / , _ w 1\r 1 / i ~ ~ ,,f?M0' d .'r _ ..yes"' / - = r` %j ==%~'ir~ . i i 11( be uniform! a Ued of the rate of 2 tons per acre. Fertilizer ' ' - ° ' ~ f'l ' ~ / / / i r; ' . ~ ' • shall be uniformly applied of a rate of 500 pounds per acre of
CONTOUR - ~q 1 i ~ 'tor ,R ~ - i 69 / i• / / / y 1 I 1, , ' / is , , - -~a~-' / / ,<`°~i J , , " / / / i ~ ' •NEUSE RIVER 10-20-20 analysis, The fertilizer shall be Jncorporoted Into the r r ' J , ~ ~ a+~; ! / / 1 RIPARJA-7V • --i u or three or four Inches of re ored seed bed st riot fo the
J 1 / 11 \ \ ~ / ?1 a• r ~r ~ MPORAR „ ~ ® ' ~ / I i , m / ~ J J p~ ;.••:~.y..:: • BUFFER last tillage operation, but in no case shall !t be applied more
~ ELEVA110N +188.75 ~ \ O ~,~•'`p - -aoz-, m / \ , / / / ,gyp ~ / \ , ' ? / ' J / J ~ ® f 1°' F glzer shall be used , J~ ~ J ~ ; / '::'.t':.•ft :'r than three days prior to seeding. art
WOODS LINE r 1 d { t' \ ~ .1- ` r - ' ~JJ I 1 lij`i d,.i 1 70 \ ' p1. ~ ' 11 ' `1~~ / ~ . / _ , J / ..............t.............. immediately after delivery or stored In a manner that w1H not ~ f'...•...:r.:'i.:i?.:i;'. i:•:::fi : permit !t to harden or destroy its effectiveness.
~ It I 69 1, 1 ...I( - ~ r ~ / ,~jN, ~ f' ~,r .t~1• ;1.-' tea/ ~ WETLANDS 1 I i I 1' ,1 U"Mj6"~r / / N / ~ ~ >v' ICI N0._~__ r/ _ /N ~J •I•. r, J ; << ; o.. ~ When hydroseeding equipment Is used for seeding, fertilizer f J ~ J f r": Wr:- /F shall be applied simultaneously with seed, using the above rates
, y, ~a 1 /y r., - , • ° _
RIPARIAN BUFFER /1 I ~ / i \ ` ~ ~ ~ i ' ' ~ i i ~ 1 / .rv ~ ' {7~ _ . - 1 ~yy~yy~ ~y - ~ / ~ rr ~ ~ 1 GLEN EL LTD PARTNERSHIP of appllcatlon. Seed shall be certlRed seed or equivalent based ` --t / ' / OO r i on North Carolina Seed Im rowment Assoclatlon re ulrements for ~ , J , 1 ~ .::•.t ~ D.B.t310 PG.946 P q
/ 7 } / / , / / : ~ ~ ~ ' 1111 -1~••~?AVO..... ml / : ` ! / ' T ~ _ / t , 112 ~ ~ - \ • j ' I 1 I / W + v / / / . ti '1~- I lb'ltMUe~y1~.,~,?,~ 1~ ~~yy~N "k J ~ /r'i P :1678-66-2762 certltication. Atl seed shall be fumrshed in sealed standard ~,yy-Jr' y I r containers Seed which has become wet, moldy, or otherwise
~ ~ 1 / I l / a . _-178- ..d ~ ~ ! / 1 ~ / !l' / / ~ r' 41 r' /i ~~~r 'i~~' -ter! - - 1~4-j76=` r - - / '•;:.a; ;'r:-: •y. / / damn ed rlOr to seedin wiN not be acce table. Seeding shall ~ 1..:. r! 9 P 9 P =176, ~ ~ ~r • .......5::• •
_ ; 1 ' j / ~ + ~ / J I r{ r / ,111 - ~ _ _ l , - r ' i•..':.~ `~'::::•j•;, ~1:,. :F:~ be accomplished with bond planters, power-drown planters, hand _ r• ~ ~:k': ~1::~: 1: ~ packers, or hydroseeding equipment at the following rates:
M ~ 1 ! , / ~ ~ - - ~ _ -114= - ~__ll 11 1
176_ , I ;:'t•::_:;~::•;::•::(:~ / - ~ TRAIL Seed Bed Preparation (Offsite drainage easements and shoulders - r 8 PAVE WALKING
I I l 1 1' i / I l I ! / U l ,r , _ 1~ r I ! j / \ ~ ~ 1 / ! 1 ~ I t ! ! ~ / / ~ 11111 ti ~ - - SNU 1 ~ 11 / ~ 1 I 1 1 " r I uT' I ! , / ll, l/ 1I - .._Ma ! •::•..r ~ ~ on public streets). _ - ~ w 1 ~ ~ ? i CENlERE IN 20' PEDESTRIAN EASEMENT -as ..r
i • 1 \ - 1 I 1 ~ ! I RmPP ? ! 1, J I I , " , - / ~ ` r~ ~ i Lrme - 2 tons er acre - - " t... ~ , r P :.J....~~:::...
1 / . ` ~ 1 ~ I I r I I i / ! ! , ~ II I / 7.5 - 0X22 K. .i~::i•.i•a:r.:::.}.---.::... ,1'..,,, I I r . , / I / I r. t ~ ~ 1 I r IRI'1 ~ ,/li l rI 1 aASS B RIP R • " • ' ~ ' r r , ' Fertilizer (10-20-20) - 500 pounds per acre
CHORDS ALONG GULLEY M1LL CREEK, I I , . 1 / I , rr ' 1 ~ n J TH flc1FR ao1H ..:a~a~~l•:~'w~::•:::::c•::•::::.:~'~•::':•::•:.:. RI .:r.:::••.:: I..l..• :IIW .•.~';~:::W'":::"', ' 1 r Seedln MJxture:
WILLETS BRANCH AND MIRY BRANCH ; ~ ~ 6 ~ - ARYL....:, I I'l J~ I; ~ j; r'I , uNDERUNER ' •:.~•1:: •I•:::~: 1 1 \ , ~ ~ . I T I I I I' i ,'ill ;ail i ,f• I I I r .II . / ' ' J ~ EXISTING CITY UMI g ..:r•V~::.~:::.: 1 11 1 ~ 1YPlC
Q . •a.. UNE BEARING DISTANCE. I I 1 1 - ~ ' / ~ B~IS! N . I I - ~~*rr- III ~ . rT I I I I i i i :i ":.>u.. •rrr.\{:'•i:::r:::•r:'::rr.•: N ~ r ~ r , I I / ~ I. l i :;•7:~::•:.. ~~'.i:~~: ::r:::::::•:.~..: 1 r rr i (January 1 -March 31) r' i Common Bermuda rass unhulled - 20 ounds er acre
Ui N5T4145 W 110.78 ~ 1 \ \ I , 1 I I r . 7.5 X 10 X22 iHK. I I I \ \ ` ~ I 1 I I I I I 1,~: I III o , I ~ • ~ I I I \ f I~ I 1 1~ 1611 ~ i r•. r...':. .....•4•:: 'is1'a'::::~::~~.:.:::•:::'':;::':i':;~:•::•:•:::.;:::r.~:::. ~ . b R rain - 25 pounds per acre
L12 N39'1T5T~ 76.80 11 TN-aASS 8 R1P RAP + \ / 1 t I I i .:r........ V~ .~:•.a? • , WITH FILTER GOTH I se / I 1. 1 I I I i ~y..•:;:: . L13 S373207"E 5s.40 ~ r r_ I ~ I r~:......... : • :•:r ,r (April 1 -July 31)
UNDERLINER I I ~ \ • .1 _ I 1 } I II u III ~ l'•::•::ii•.::.. r.... ` •::::::~:•:..a..,.......... L14 N53~617f 391 I I / 1 I ~ r t y III 4w . .:.:......:'T'' .........~k ~r.:'a. ~ • • ' ~ a a `::i:.~S.•..... ....r" •:::.::ii ~ / ~ 3.75 X 7.5 X 22 INK.
I I i I f. ~ ~ / t I 11 1 1 I L 15 N4378 31 W 39.91 III ~ ~ / 1 , 1 I \ ~ III / 4. . ~ ' dla ~~'~~~`k-•~~~~•'~••'~•••••'•'•~• ':::~ir ' ~ i 4 TN-CLASS B RIP RAP Common bermudagrass (hulled - 15 pounds per acre ; :~t:~:~::::.::~:'~:~:~': ~ J~ ~ r WITH fIL1FR CLOTH Weeping Lowgrass - 5 pounds per acre
L16 N09'1T24"W 51.43 1 III \ t / p / , , 1 ~ 4 •::::.:f•:::.:•: ; r UNDERUNER Centipede - 8 pounds per acre ' . 1 1
L17 56.97 3 75 X 7.5 X 22 THK ! ` \ + I ' N394755"W III + \ ; I' l i I r r. I ~ 1 ~r:•::•:::;•::• ; ; 4 TN-aASS B R1P RAP ! 1 1 ~ x•:•:;:.•.,•,:.~::.:~., , L :':::':;~r:';r Au st 1 -December 31 . ( gu )
L18 N7474'39"W I 1 ~ ti \ / 1 1 I r••:: , W11H flL1ER GOTH I r \ \ r ! t / 1 1 1 • L19 S3417814 W 4x63 r r \ \ \ / , ! l . / / x / - _ ~ 4.85 ~ ~
UNDERLINER r / :::•::::.1•:::::::::::: • : • . m~"R'' • L20 S823902 W 90.86 / / / ~ ,J Commas Bermuda gross (unhuNed) - 15 pounds per acre ~ ToU fescue - 120 pounds per acre
L21 7 '15'E 2805 ~I 1 \ . ~ i / / ~-•.,l / r , r,'?.::•:.:::::•:;•: ~ , , , ,,j I I / . ~ , 1.: -yam` © f - Centipede - 8 pounds per acre
L2? S45'32'01 "W 151.31 ~ I 1 1 ~ \ \ \ ' ; ~ . , ! , ' e: . ~rsx~sxzrT~c • Seed Bed Protection:
L23 S4451'35"W 13360 I i / / x....: ........1. . / 124 N847130'W 154.91 ly' ~ r w \ \ ~ . - ~ , / , / , / ~ :::rr'• r>e1•.•.•.. / 4 1N-CLASS B RAP RAP ~ W11H FILTER Ct.OTH
125 S8072'25"W 90.12 ! I ~ I ~ ~ _ : r/~a, / ~ ~ •:~~:•::{~::~::~I}'{~::~:. ....:......`~r::;~:::~:•:."•. , ~a / I ~ ~ ~ . ~ i. l~+/ - Straw Muld? - 2 tons per acre (visual)
_ Les s8o7a'21"w 2s n I 1, , / / / ~ I 1 I 1 ~ ..``ter Asphdt Tads - Q03 gaVlons par square ywd ~ „ h
I I I 1 . / ' / ,R.......r ,SAIL W ~ s • 375' X 5' X 22" THK. 4. Seed or otherwise provide ground cover devices or structures
_ .C~ RAN _ ~ ~ r.:•:::. w - ~ - ; ' 3 IN-CLASS 8 R1P RAP suNident fo restrain erosion for all exposed slopes withJn 15
TEMPORARY 1 / - / ~ , ~ a;, I - , ' WI1H FILTER CLOTH working days or 30 calendar days of completron of any phase UNOERUNtR of grading.
SEDIMENT - I i I ,Itol ~ - \ ti I _ n.uo~- • , :,1r 1, ~ d" f ; fi•-- - 5, All erosion and sedimentation control devices shall be
_ . . 1/1/:.`:x____ i- .~B Al / ~:1'{:;:y. r i 1 ~ . - - 182= . / 1 ~ Ins acted b the Contractor offer eodf rainfall. When N/F P y
_ _ , ~ tai 11 / l tk • _9- - - , } 1 V - X86 ~ - _ Ins action reveals the tra to be reduced to 50X of design ' CECIL HEAVNER, EfAI. P P I It intended • ' _ capodty or the device to be detfc~ent n s
• D.B.528 PG.589 _ _ _ _ purpose such as fabric deterlorotlon for silt fences the - PIN. 1678 55 8829
Y . Contractor shall restore the device to its original - condition.
' y ( ' - _ _ ~ f3 /
fa ' - .--rw------------ 6. All erosion and sedlmentotfon control devices shall remain
. 7.5' X f0' X 22" 1HK. ::k•'~' / . ,l ` 11 TN-aASS 8 R!P RAP I~. ! ~ _ _ i !n place and be maintained by the Contractor until al! , ~ seeding is established and construction areas haw been
\ ~ . W1TN flLTER CLOTH >r ~ . / _ , J
_ - - UNDERUNER m t::~::•:•I.:.,.re. ! r_-- .r .~.r: / / , ,
s X 8 X 22 DfK. , / ~ _ i c~ _ Pro aced Pro ecf~ The Groves Section 11
7 -aASS B RIP R ~ ! , - _ P
W11N FILTER a0 1 r ~ / UNDERUNER N x r' I 1 J / / . ' ~ / e ro' t consists of constroctln el ht nine residentla! subdivision Jats, ~ , associated street extensions with storm sewer, water and sanitary sewer mains.
SOUTHERN REG N INDUSTRIAL REALTY, INC. , - 1 ~ I / r / / r
D..867 PG.206 ! / / ~ , PIN: 678-15-4079 ^i!~~:~:~•:r~1•.`s•..l i ~ i i r ~ % ~ _ _ _sr.w 4 Weeks - ro,,,o 1. Construction and Implementoflon of appropriate
~ / \ ? \ r - sedimentation and erosion control measures.
11 I I S ~~~8 ~ ( i ' i r' ~ - 2. Clearing and Grubbing Operations 6 Weeks
3 Construction of Storm Drainage FacJlities 4 Weeks
4. Rough Grading Sife 4 Weeks
5. Installotfon of Water and Sanitary Sewer 20 Weeks
TYPICAL LOT SIZE = 80' X 100' 6. Placement of Stone Base 2 Weeks
NUMBER OF LOTS = 89
7. one Grading Streets 2 Weeks
S Seeding ~ Mulching 1 Week
9 Placement of Asphalt Surface Course 1 Week First lift to be completed as soon as possible.
Erosion And Sedimentation Control Provision IBlon& Second Jlft to be completed of substantial bur7d out.
1. ROCK INLET SEDIMENT TRAP TO Bf INSTALLED AROUND EACH CATCH 8AS1N 9. SEED OR OTHERWISE PROVIDE l~tOUND COVER DEVICES OR STRUCTURES Several of the !tams listed oboes may be constructed simultaneously. y CATCH BASIN An antlcJpated time schedule of 8 months is expected for this protect. SUFFI'CJENT TO RESTRAIN EROSION FOR ALL EXPOSED SLOPES WITHIN
ANO DROP INLET AND ALL LOCAAONS INO1CAlE0 ON PLANS 15 W10RK1NG DAYS OR 30 CALENDAR DAYS OF COMPLEAON OF ANY
2 AREAS TO BE PERMANENTLY SEEDED INCLUDE STREET PHASE OF f~AOlNG.
2" S-95B ASPHALT SHOULDERS, DRAINAGE EASEMENI5 SURFACE COURSE AND ALL DISTURBED AREAS f0. CONTRACTOR SHALL INSPECT ANO MAINTAIN AS NEEDED ALL EROSION
CONTROL DEVICES ON A WEEKLY BASIS AND AFTER EACH MAJOR
3 STOCKPILE TOPSOIL FOR USE IN BUIIDING SHOULDERS AND LANDSCAPING. ANOSCAPING. STORM EVENT. FAILURE TO KEEP ALL EROSION CONTROL DEVICES IN PROPER WARKING ORDER MAY RESULT IN A STOP WORK ORDER OR ~,~~''"'~""'''a,, r ~ • Engineers
CIV1L PENALi1ES UP TO ,5000.00 PER DAY OF V1OIATION. ~N,~~( ti Planners . ~ ' ~SSr ' .;~q Surveyors
surer e ~ 4. ALL RIP RAP SHALL BE aASS B WITH flL1ER CLDIH IPIPARGW BU~tER UNDERUNER, ANO SHALL BE INSTALLED IN THE QUANTITY •C~ ; 11. CITY ENGINEER RESERVES THE RIGHT TO REG?t11RE ADDITIONAL rQ~ ~ s & Associates, Inc,
4' AND LOCADON INDICATED ON PLAN. EROSION CONTROL MEASURES SHOULD 1HE PLAN OR ITS SEAL - sm~ tste
6" CABC 5. ADDITIONAL EROSION CONTROL MEASURES SHALL BE BE INADE ATE - - 101 East Second Street 8410 Falls of Neuse Road, Suite D IMPLEMENTAAON PROVE TO OU 13055 2 5 Ralei h NC 27615 919 848-3347 ~O; Greenville, NC 27858 (252) 752-413 g , ( )
-''EXIST INSTALLED AS REQUIRED BY LYTY ENGINEER. GRADE TYPICAL SEC11ON 12 INSTALL PIPE INLET PROTECTION AT ALL PIPE 1NLEIS 's O'•~'6 ~
8' WALKING 1RAIL 6. MINIMIZE aEAR/NG ~ ~ LLC i ~ CTC SUMMERLYN DEVELOPMENT, VER,,~`
NO]E IR ro THE GROVES -SECTION ll
TOPS OF MANHOLES LOCATED 1N WALKING TRAIL 7. NO PERSON SHALL INITJATE LAND DISTURBING ACTIVITY PRIOR TO TO MATCH CROSS SLOPE OF 1RA1L. RECEIPT ~ NCDENR EROSION CONTROL PLAN APPROVAL. PRONDE RONDE
NN]V Af AODDAI/A/ TA TAIMI N.- N IVT/1A! .~i 0 - - - - -
N{T I Vff firn14.'WrW6 w wmV N VLA I wn. SUMMERL YN SUBDIVISION
8. 20' X 50' X 6` THICK COARSE AGGREGATE STONE PAD TO BE BE okl 0?r d? OG
PROVIDED AT CONSTRUCTION ENTRANCE. CLAYTON TOWNSHIP, JOHNSTON COUNTY, NORTH CAROLINA
SURVEY µg DRAFT AR SCALE DRAWING NO. PROJECT NO. SHEET
~ 3 3 DESIGN w me 1 100 W-2853_E 24121

___._..~------_.~-.r_ __T_ _ ~ _
4.5' X 6'X22" TNK. 4.5' X 6'X22" iHK. 7.5' X TO' X 22' lHK. TO' X 22' lHK. .5' X 10'X22" THK.
' 4 TN- CLASS B R! RAP ~ 4 TN-aASS B R!P RAP 11 11V-CLASSY B RIP A -CLASSt B RIP RAP 11 TN-CLASS B RIP RAP l... - /
WITH ALTER ao WITH ALTER aoTH WITH Acn~r ao1H UNDERUNER UNDERUNER flL1ER CLO1H W11N flL1ER CLOTH UNDERUNER ~uNETa Erosion Control Measures•
~0 ~ ~ / 1. A!1 work w/ll be done in accordance with NCDENR, LAND QUALITY SECAON No land disturbing actlvJty be}rond that requfred
X RIDGE ~ ~ o, to Install the appropriate erosion control measures may
PIAT p~K 17, PAGE 109 proceed until measures are approved by the NCDENR.
1 2. Contractor shall install construction entrances, silt fences, sediment basins
M YlDIDD/iR and diversion basins prior to preceding with clearing/grubbing anti grading oaa~a.w a + k Inlet Sediment Tro s and Pi a Inlet operations. Roc P
~ uaar S 891$23" E 1.....:_ P ectlon shall be laced around al~dralrro a structures to collect surface - l ~ \ ~ rot P g 1 rote. All
/ I ir.::......:I':::::.e.l.:.e:.a•:: . .........:::r:.:::.::.e.'~;c_~r.'~:::::::: ~•:::::::::.~a":•:::i.ii•: ?-::::::.e::e:::. S: r::::r.:::: c: J::~:::?:. ........................................r........,N•:::: emu....-...... ~y / .......t ri: iir:jc:'::'r -:°i::;:.~ J.. . 'rr:•i.i'.i~: ii: r:•: r.:~...::.. ~p ~ , `Z,, runoff and control siltation and release water at a gradua h ~ ~ , ~ ~ easements outside the parking lot where storm pipes ore Installs
` - , will be graded, seeded and mulched.
::•::.r::•::.e:~`r.::::~.~...:::..:%i:::i:iiri:::i:t::~~. ::'::::::::::::::.::•r .rw.:°:+w._...w.:..:.::e..e.::..:.:.... 4 / ...:.....r.........I::.:.-:/.,:,.~:.~f :::...............rc~ -:iw~.~: :::::S:.a,:\..:°::i:~.i;t....~• °i:::i•y`:`'r`~°:::::.~\ 1 ~ -n / ' / ~:....:::...y,.:• :•J~•le:.:'''~:.y::.::iii i:.'r.:1:..:.''':'ii::..,::::.:%y~y~• i::••it:iiici::'.ii'.`i:ii:: y'.`Y!•::::e^.\'::•::...'t..:::.c~••:::::a.,,,....::....?.. ...:....J.. a
p ~ i:r*.::' - . ~.:::c::. " ~.::.:ciiii!i~:.:::;1;:.,:-•:: ~ rt''.:: ....\.r;v~•.~ \ \ \ `a 1 1 1 ~ `1 ~ ~ , ~ 3. Streets shag have stone hose placed on them for
~ ~ t t ° ~ ~ s + stoblJlzotion and shoulders shall be seeded to stab111ze the t ~ ~ ' ` ~ '"tje' ~~8• t?~ soil. Seed bed preparation shall be conducted according to North
~ ~ ~ Carolina Department of Tron ortatlon Standard Speci>ications for
~fF ~ _ ~ 1 ` - ',,,1,r---`--. ~ ~ Roads and Structures (D.o.T.. >he ground surface shall be ~ , / cleared of stumps; stones, roots cables, wire, grade stakes, and
/ I. '.r'::::. .;;;Y'.'.', 0 ter...: ~j C \ \l:..'.'.:.j:.e.: 1. \ ''.c \ ~ , - _ ~ ~ . • ~ other materials that might hinder proper grading, tillage,
r~\ Y n ~ \ \ \ \ 1 ~ s : 1 ~ seeding or subsequent maintenance operations. Grades on the area ~ ~ - , ~ t ~ ~ ~ ~ to be seeded shall be molntained In a true and even candltlon.
~ ~ ' - ,s`~'`~~ \ ~ SEDIAlfNT pf~.y q / Maintenance shall Include any necessary repairs to previously • ~ 6 \ ` 01r
UFf STi111CW / . wia ~ r~ --1. ~~\\11 11 \I\ \ \ \ ' \ .r~"'~ \ I,i. J1 llf ,~1:: ~~"L.`..W~;rs::.: TLW 1 6if fw'iw .w y 1 ii. \ I 1~ '~T \ ~ 1 ti~ - - ~ ~ BASIN N0. 5 ~ ~ graded areas Aq graded areas shall be thoroughly tilled to a . • W...,~'~:.. t~ depth of at least four (4} inches by plowing, disking, honowing,
80 7 17527 ! w ~r 1. \ ~ \ \ \ 1 c \ ~.._.,,,i,~y~ ~ _ WV 161192 i ~ i~w w °2 ~~I ~ \ , Q't q \ \'~,Ir \ : \ \ ~/,J . 'ay,:._ _ / ~ r~r' -~1- ~ ~"I \ , \ \ \ it \i r- ` \ Y ' l" ~ . _ , / or other approved methods untD the condition of the sal! Is
j .,1~ fw"ww mow. ~ , \ ~ \ 4 \ i :...:•1!•:::.~: r.::. TM ~ 1&592 r .,f(,rr' ••_w' l\ ! \ \ ' \ j' ~ l ::;r ~ ;~:----W--.~`~ ~ ` / acceptable. On sites where soil condJtlons are such that high _ ~ , - ,
INV.OUT ~1a667 ~ J c~' ~w ~ : w \ r \ \ ? \ \\\I\\ q\ • \ 1 9VU. M 46660 w ~ . \ \ \ 1 • cloy content anti excessive compaction cause difficulty fn getting • r . ~ / ~i a`.\ ~ ~ ; - ' / • clods anti lumps effectively pul?rerized, the Contractor shall use
` ~ ~ \ \ 1 1 ul 1 111 1. . y - - . ~ ~ ~ • ; e~ ~ the rotary tillage machinery unbT the mixing of the soil Is
~ \ \ t ~ i ~ , N r,, tiu... ~ • ~ hon 1 1 2 Inches r~r~ ~ c::•. ; : , • ~ , ~ ~ ~O, ~ ~ • ,~14`~,d? acceptable and no clods or clumps remain larger t / N"' r... ~ ''F+•\ ~ ` ~ ' ~ e A >rrm and cam act seed bed /s re aired and after •'1' ".r::„ . ~ . \ 6M1 ~ ~rP !n diameter. p 9
MSO ( THE N USE SUED r.,..... ~ ~ ~ ~ , ...\.i \ \ \ \ \ ' : ~f.x + "'1 i100'"'01~ 4• al! be !l htl cam acted with a land ti:•,';~:/;.,~..,.;.,.• ~ f~ - being graded. the seed bed sh 9 Y P
3.50 PG. 21 ~ ~ ~ IMF' T , \ \ D! ~ ' 11 . \ \ \ ~ 1 ~ 1 ~ ~ r f, \ \ ~ t.... roller, such as o cuit/padcer, before and after seeding. • • ~ , ~ . ~ Limestone shall be dolomitic agriculture ground limestone - ~
i tip,,,. ~ ~ ~ ~ . ~ I ~ ~ ~ ~ containing not less than 10 percent magnesium oxide. Lime shall
~ ~ g ~ i \ \ 1 1 111 0¢ ~ \ . ° ; . ~ ~ ~ t ! 1 ~ • be uniformly applied at the rote of 2 tons per acre. Fertilizer 0 ~ ~ ; I : `4 I t { r~ . ~ • shall be unlformi a 11ed of a rote of 500 ounds er acre o/
~ ~ - • i YPP P P the ~ ~ \ I \ , ~-ti,...:...,•, t f0-20-20 analysis. The fertilizer shall be Incorporated into f . f , l..: ~ I r i to the
! Arclnawrt 1 y 1 18 1 1, \\~:.-Atxlp(gY/ 91 b . . r eed bed ' st rlor • ~ ` - i e~ upper three or four inches of prepared s N P
_ ~ • • ~ ) . ~ r?P last tillage operation, but !n no case shall !t be applied more ~ ~ ' • than three da rior to seed/n . FertiNzer shall be used ~ r..:Ff... { Ys P 9
\ 1., 1 r 1 t - \ \ \ ~ Jr _.;r.~ • .t4Jt` Immediately after delitrery or stored in a manner that will not \ ~ / ~.L~~ n.l ~
~ ~ ' \ \ \ ~ . 1 1 r . p \ \ \ \ \ ~ ` • , .:r~r::::, . harden or destro Its eNectlveness t f ~ : • r,. permit !t to y
, ~ m ~ _ \ ` . y. v I . Z ~ ~ w~ ~ ~ > t ,r1 , C t , . ~/f' ' fertilizer ~ < ' , , . ~ ) When hydroseeding equipment is used for seeding,
T 1 1 ~ _ 1 i shall be a Iled slmultaneousl with seed, usln the above rates .,.:'1 ~ . 'Qrr ~ . • ti~,:~.~\ ~ J { ~jr f ~ of application. Seed shall be certl(led seed or equivalent based
- on North Carolina Seed Improvement Assocwtron requfrements or
~ • ~ \ \ \ 1. 1 1 ~1 w_X \ ~ \ \ x • ` ~ r :'t' t r~' r / certification. All seed shag be famished !n sealed standard
~4, ~ ~ ~ ~ ` ' : t:... ; X 8 X 22 K. ~ • )Hers. Seed whkh has become wet mold or otherwise J / . ~ . •e ~ ~ r ~ >i ~ ~ coma Y '~s - \ rr ,../,.•.„•t~, ~ 7 TN-CLASS RIP RAP damn ed rior fo seeding will not be acceptable. Seeding shah
i v~ 1 ~ ~ ~ ~ ~ ~ , ,.i.~::.....::.,.,:. WITH flUER 0TH I ed with hand lamer ower-drawn lantern, hand / • ~ ~ , , ~ I:.::.:. ~ ~ ~ be accomp Ish P s, P P
,fit ~ ~ ~ \ \ , \ r._\\ \ 1` \ \ ~ ~ \ - . , ` i •.i. t j~:: l UNDERLINER ock or h roseedln u! meat at the foilow/n rates: 6 ~ 'tt + l;~~t I ..i.....~.. r...~~ ~ p ern, 9 eq P 9
i ? \ \ l \ \ \ . \ ~ ~ \ , ~ ` ' I t ~ } Seed Bed Preparation (Offsite drainage easements and shoulders
, K on publJc streets): , a 4 IN-CLASS B RIP RAP
, ' WITH flLJER CLOTH Ume - 2 tons per acre
~~sla wo , ~ ~ ~ UNDERUNER Fertilizer (10-20-20) - 500 pounds per acre
_ . , ' ~ ®~t~~: y t t ~ Seeding Mixture:
1 ~ \ ` t t r h ,I : ' I~ reel ~ Jonuar 1 -March 31 ~ t t i ~ I I ( Y ) ~ ~ 1 + t t I i I I III \ ~ 'h~.:~. + : I I r ~ ~ `
- t t I ~ III _ . _ ~ Com on Bermuda grass (unhulled) - 20 pounds per acre } t I I . I ~ I ~ i I _ _ .W„,...,..:: Rye 9raln) - 25 pounds per acre
I MI6 L1UY y R [1f0f \ \ ~ \ \ \ \ I I e} ti 1 .1 :.1.. I ^ 6612D ~116~pIt17 \ \ \ \\I \ j ~ f 1 ,..,m t ~ ~ I~ , , ~ ~ ~ ~ r one t~ f ` , ~ ~ ; r ' ~ ~ ' t (Apr11 1 -July 31)
/ ~ wt •71?a>`>wt w? wor-rr~a \ \ ~ r \ ~ \ , ~ \ \ 1 l . I i
I r ~ , / / , ~ r r r / Common bermudograss (hulled 15 pounds per acre t i • ' ,r , A , , ~ ! r , h I ; / Weeping Lovegrass - 5 pounds per acre
l~ ' ~ \ \ ' mm \ ~ \ 1 I i I r "fie / ~ r y ~ IO! I - 8 ounds er acre I r r ~`ir. > , ~ , r 4 • . I Centipede P P i~ / / ~
\ \ 1 \ \ \ t4. \ 1 1 ~ 1 I 60 ~ \ \ \ ~ \ L? ~ l ~ 141~1~'~, I i Q l
I \ Y"~t-" 1 f Q G • r ~ 16R i ~ { ~:.:..~:::.,I:.;.,:.:. (August i -December 31) ' ~ 1 ~ % %i,~ ` x.16 Vii`, ! r •
I \ ~ i I r I I 1i1 ~ .2 \ \ \ \ \ 1 1 r 1 r••~.. r I ~ ~ , I bdti ` ~ ' _ J Common Bermuda gross (unhulled) - 15 pounds per acre
t r ~ , ' ` Tall fescue - 120 ounds er acre t .•~i lei ~'...:Y:::::~::;:':~ P P . I , ~ ~ „ ::c::;1c:::::. .1.;;.; ; :::::..:.;;._1 Centipede - 8 pounds per acre
. r ~ ~ /q/ ~
L _ _ _ _ J Gyar? Laud Road ; ~ \ ~ a ~ i I I 'tom /d ~;;t~ Seed Bed Protection:
1PA?J \ . ~ \ ,o \ . , \ ~ , ~ .1 ~.1. r I • r14.My4) . \ ~ \ , ' 1 1 ;-a~~ i I I -._r r.... ! _r I r . r a ~ , / I L......r_ r, s ~ / . ~ ~~:r , Straw Mulch - 2 tons per oCre (visuoQ
_ alt Tadc - 0.03 olkns er s uare d
LEGEND , ~ , . ` ~ i , ~ 1 ~ I I I I .:,t - . If I r I r~} ! ~~~,ti ~X10'X2"TNK I ; I r r i I II l i~ CHORDS ALONG WILLETS BRANCH 4, Seed ~ otherwise roNde round cover devices or structures I I r~ l r ,I ~ I I ~ t~ it >N-CLASS B RIP RAP P 9
i I i I r I r I :1•.: ~~~~ti:a;;:;;~~'~' WITH flLTER OIH > UHIE 8FARING DISTANCE suf/kient to restrain erosion for all exposed slopes within 15
EXISTING _ w 1 ~ I PROPOSED . r_ ~ _ / ; i i I I:..r i. _ r ~ 0 I _ r ? I ~ ;~~~,'f { • UNDERUNETi 1 104.11 waiting cloys or 30 calendar days of completes of any phase I, I~E 1 I i ( ;:.1 : ; L S215238 W
_ ~ i I I r I - r$I~ Qr t + ..r r i i rf L2 162.92 of grading. r , r r f r r~ t~ / S567035 W A I i ~°"r ~ : ` r ' /I 7:Fi:: :::.f:::::\ L3 S24'36'S7`E 57.24 5 All erosion and sed/mentation confrol devices shall be
EDGE aF PAVEMENr . ' , - _ ~ ~ , A , • ~ _ ` I i I r r I ~ r i I r i. r~.:; / L4 S230640 E 63.73 In ected b the Contractor after each ralnfail. When
STORM SEWER PIPE ~ ;~•'<,,~,~1 r r _ ' ' I 0. ' ~::r:N~~:: ~ °"AQ° i~pui ~ L5 556;38'40"W 119.03 Inspectkn retreats the trop to 6e reduced to 50~ of design
it ~ ~ CATCH BASIN OR . ~ Y - 7 ~ L6 S42'40'29"E 137.98 capoclfy or the device to be defkient In its intended ` ` ~ t ~tif ll:r i ~ u one such as fabric deterloroflon for silt fences the
DROP INLET ~ „ ? ~ ` ` `1, / L7 S62;3T02"W ~ ~ P ~ or shah restore the device to its on lnal 1. ' / Contract 9
ure/q , ~ MANHOLE Q ( Oa(,~l ~r""' ' L8 S19'O8'12"W 108.37 condition. - - - ~ • / L9 S6T45'09"W 187.50
' i ~Zy ~l ` , L10 S04^59'17"W 146.23 6. A11 erosion anti sedimentation control devices shall remain
t'80' p SAN. SEWER P1PE ueu~ R~~ ` ~ _ !n place and be malntarned by the Contractor until ol!
4S~X9~X WATER MAIN 6 lly I11rK A1'a~ ~ seeding Is established and construction areas ho?re been stabilized.
AND VALVE ~ enc IN ASS Ri pL>FR 9 R/P RAP I
UNpfRUN ClOIH HYDRANT TOP OF EXISTING ~
~ ~o , FIRE HYDRANT X so x •
ARE HYDRANT O~S1R 6 STO ELEI/.244.76 ucn~, NE ASSEMBLY ENI~AN Pro osed Pro ect~ The Orchards -Section 1 P
CE - ss NGI/0 29 The project consfsts of constructing sixty flue residential subdivision lots,
CONTOUR associated street extensions with storm sewer, water and sanitary sewer mains.
X188.75 ELEVAAON +188.75
1. Construction and implementation of appropriate 4 Weeks sedimentotlon and erosion control measures.
WODOS LINE v~,~,~~ , , TYPICAL LOT SIZE = 90 X 120
NUMBER OF LOTS = 65 Z. Gearing and Grubbing Operations 3 Weeks
WETLANDS 3 Construction of Storm Drainage Facilities 6 Weeks
Erosion And Sedimentation Confrol Provrsions~ Tem rar Sediment Basin Construction Schedule ovrstons• po
RIPARIAN BUFFER 1. ROCK INLET SEDIMENT TRAP TO BE INSTALLED AROUND EACH CATCH BI 4. Rough Grading Site 3 Weeks EACH CATCH BASIN 1. INSTALL TEMPORARY SEDIMENT BASINS TO DESIGN GRADES PRIOR TO
NOTE AND DROP INLET ANO ALL LOCAAONS IND/CA]ED ON PLANS gIVS MASS GRADING FOR 7HE FOLLOWING TEMPORARY SEDIMENT BASINS: 5. Instailotfon of Water anti Sanitary Sewer 20 Weeks
INFORMATION OW UNDERGROUND UTILITIES WAS ASSEMBLED FROM VARIOUS SOURCES SURVEYOR NOR ENGINEER DID NOT DO ANY 2. AREAS TO BE PERMANENRY SEEDED INCLUDE STREET (A.) TEMPORARY SEDIMENT BASIN NO. 5 -THE ORCHARDS 6 Placement of Stone Base 3 Weeks
DIGGING OR POTHOLING TO LOCATE EXIST. UNDERGROUND UIIUIIES SHOULDERS DRAINAGE EASEMENTS (8.) TEMPORARY SEDIMENT BASIN N0. 6 -THE GROVES 0
Y OR VERACALLY. ENGINEER 1S NOT RESPONSIBLE AND ALL DISTURBED AREAS (HORIZONTALL ALL OTHER TEMPORARY SEDIMENT BASINS SHOU10 HAVE BEEN INSTAILED DURING 7. Fine Grading Streets 2 Weeks ,
FOR ANY CONFLICTS BETWEEN EXISTING UAU7IES AND PROPOSED 3 STOCKPILE TOPSOIL FOR USE 1N BUILDING SHOULDERS AND LANOSCAPIN~ ND LANOSCAPINO PHASE 1 OF 1H£ EROSION AND SEDIMENTATION CONTROL PLAN/MASS GRAD/NG PLAN 1 Week ~ ~ 8 Seeding & Mulching
UTILITIES/SERVICE TAPS ALL RIP RAP SHALL BE CLASS B WITH ALTER GOTH UNOERUNER, AND SHALL BE 1NSTALIEO IN THE QUANflTY y 2. AS ROUGH GRADING OF STREETS AND INSTALLATION OF STORM SEWER BEGINS,
AND LOCAI)ON INDICATED ON PLAN. TEMPORARY 15" HDPE PIPE SHALL 8E INSTALLED FOR THE FOLLOWING 9. Placement of Asphalt Surface Course 1 Week pENC{.WATERgUAIITti H
5 ADDl1)ONAL EROSION CONTROL MEASURES SHALL 8E TEMPORARY SEDIMENT BASINS First lift to be completed as soon os possible. ~npNpgpNpSTOt~MATEA Second lift to be completed at substantial build out.
INSTALLED AS REQUIRED BY CITY ENGINEER. (A.) TEMPORARY SEDIMENT BASIN N0. 2 -THE ORCHARDS
6. MINIMIZE CLEARING. (B.) TEMPORARY SEDIMENT BASIN N0. 2 -THE GROVES Several of the Items Listed above may be constructed simultaneously. An anticipated time schedule of 8 months Is expected for this project
7, NO PERSON SHALL INIAAIE LAND DISTURBING ACAVilY PRIOR TO PRIOR TO 3 ALL O1HER TEMPORARY SED/MENT BASINS SHOULD BE EXISTING AND SHALL BE
RECEIPT OF NCDENR EROSION CONTROL PLAN APPROVAL. PROVIDE COPY OF APPROVAL TO TOWN OF aAYTON. L. PROVIDE REVISED BY CONSIRUCIING THAT PORTION OF THE PERMANENT STORM SEWER FROM POINT A TO POINT B. (NOTE POINT B IS WHERE 1Hf PIPE ENTERS
TO ElE TEMPORARY SEDIMENT BASIN).
8. 20' X 50' X 6" 7HlCK COARSE AGGREGATE STONE PAD TO BE 2" 5-958 ASPHALT PROVJDED AT CONSTRUCAON ENIRANCr" ,,~~,,,uuaq,,~~~ ~ ~ ~ Engineers
SURFACE COURSE 9 SEED OR OTHERWISE PROVIDE GROUND COVER DEVICES OR SIRUCIURE 4. INSPECT AND MA1NTAl'N THE TEMPORARY SEDIMENT BASINS DURING CONSTRUCTION '\H ~~0( v Planners ' OR STRUCTURES AND REMOVE SEDIMENT FROM THE BASINS AS NEEDED. ~ • / ••.;{'y Surveyors
SUfFICIENT >O RESTRAIN EROSIAM FOR ALL EXPOSED SLOPES WITHIN SLOPES WITHIN : •C~~
' 15 WORKING DAYS OR d0 CAIENDAR DAYS OF COMPLETION OF ANY ~ ANY 5 CONSTRUCT THE WAUfING (RAIL, RAISED BOARDWALKS ALONG WALKING IRAII AND : Q~ ~'c s 8~ Associates, Inc. RIP RAP APRONS BENEATH BOARDWALKS SEAL since tste
atr~ o ~ e' PHASE OF GRADING. - 107 East Second Street 8410 Falls of Neuse Road, Suite D CH SECTION OF ; ~ t, 13055 : 2 ` 858 252 752-4135 Raiei h NC 27815 919 848-3347
ewe 10. CONTRACTOR SHALL INSPECT AND MAINTAIN AS NEEDED ALL EROSION -1 4' D ALL EROSION ti. UPON COMPLEAON Ol THE CONSTRUCTION AND STAB1117ATIDN OF EA . O~ Greenvtlle, NC 27 ( ) 9 . ( ) SUMMERLYN SUBDIV1510N REMOVE 1HE SL~DIMENT FROM THE SEDIMENT BASINS A FINAL % 0'•~'C~.•' ICH MAJOR /y INE;,. ~
CONTROL DEVICES ON A MEEKLY BASIS AND AFTER EACH MAJOR 6" CABC STORM EVENT. FAILURE TO KEEP ALL EROSION CONTROL DEVICES 1N TIME. REMOVE THE TEMPORARY OUTLET SIRUGTURES AND TEMPORARY t5 HDP£ PIPES / ~ CTC SUMMERLYN DEVELOPMENT, LLC TL DEVICES 1N ~,~~G J VE
-'EXIST., PROPER WORKING ORDER MAY RESULT IN A STOP WORK ORDER OR 'K ORDER OR 7. COMPLETE THE lNSTAl1AA0N OF 1HE PERMANENT STORM DRAINAGE PIPE FROM
GRADE TYPICAL SECiTON CIVIL PENALAES UP TO j5000.00 PER DAY OF NOLATION. 8' WALKING TRAIL lam' POINT B TO THE FES FOR EACH GUILE/ PIPE AND flNISH INSTALLATION OF RIP RAP APRON. • THE ORCHARDS -SECTION 1
„ r~u6r nc rt avrnu occrcl/I:C Yuc atcur rn RF(lluaF ennrnnNe! dAn171rINd! - - . _ ~ • ~ ~ ~ v ? ¦ ~ ~ i n n 1 1 / I A / A l
NOTE. If. Iww"v yr -rrwv nLwnrav rr r S. INSTALL RIP RAP APRON PER CONSINUCHUN PLANS AI IM I•tS tUK LAGN UUlLt I 5 V M M C K L r iv iJ V C! V t7 V iv
TOPS OF MANHOLES LOCATED IN WALKING TRAIL EROSION CONTROL MEASURES SHOULD THE PLAN OR ITS 9. FILL EACH TEMPORARY SEDIMENT BASIN WIH SELECT BACKFILL TO FINAL DESIGN GRADES. ATE o 3G d4 CLAYTON TOWNSHIP, JOHNSTON COUNTY, NORTH CAROLINA
TO MATCH CROSS SLOPE OF TRAIL. IMPLEMENTATION PROVE TO BE INADEQUATE 12 INSTALL PIPE INLET PROTECTION AT ALL PIPE INLETS. COMPACT SELECT BACKALL IN 1 FOOT LIFTS. COMPACT TOP 12" AT IOOX MAXIMUM DENSITY.
EACH LAYER OF BACKFILL BELOW TOP 12" SHALL BE COMPACTED 95X MAXIMUM DENSITY SURVEY WB DRAFT AR SCALE DRAWING NO. PROJECT NO. SHEET
AS DETERMINED BY ASIA! D698. SEED/MULCH DISTURBED AREA. 1 3 DESIGN ARiVV Jov 1a- 100r W-2853-E 24121

. Erosion Control Measures: 4.5 X 6 X22 1HK. ar
4.5' X 6' X ?2" TNK. 6' X 12' X 22" THK. 20' X 50' X I 4 7N-CLASS B R1P RAP f0 TN-aASS 8 R1P RAP ~g~nq 20' X 50' X 6' SltxdE 4 >N-CLASS B R1P RAP TOP OIF EXISANG 1. All work w/ll be done In accordance with NCDENR. CQNSIRUCTIQN ENTIPANCE WITH FILTER CLOTH FlRE HYDRANT No land disturbing activity beyond that required
WI1H FTLIER a01H WITH F7L1ER a01H UNDERLINER ELEt! 236.42 fo install the appropriate erosion control measures may
UNDERUNER UNDERUNER (NGti~D 29j proceed unf!! measures are approved 6y the State of North Carolina.
\ \ \ \ C~OA L•ffblRO~d ~ -
oanw ura n . \ Rf /I1F7f-AN I \ ~ 1 r' ~ `GY1 I~V1 1 \ ~ ~ ~ 1 ~ (q'IUIUPINM o , _ - ~ -F~ 2. Contractor shall install construction entroncesy silt fences, sediment basins
~ ~"~P ~ - - - and dfverslon basins prior to preceding with clearing/grubbing and grading ~ - ediment Tra s and Pf a Inlet eratkns Rock fnfet S p p
. ~ • ~ SENEIP FQ~E MANI\ C 1 \ y rN.3uos, ' ~ K i' op Il be laced around all dralno a structures to collect surface Protection sha
- I \ - " -r ~ - runoff and control sAtation and release water at a gradual rate. AN ~r_ t - y.t easements outside the parking lot where storm pipes are ins a e
o~~ ~o.-, - - fi _ - - 6 _ ~ ~ z,-•••• will be graded, seeded and mulched. - - -
\X M ..i... - -Sru ' . ~ I':::.. _ - • - ~ ,
m „w...: N \•1..1'::..::'::• ~ ~ \ \ \ \ -tel. - ~ , rr , ~ -N 3 Streets shalt have stone base placed on them for
' ~ / r ~ ~ sfabilJzatfon and shoulders shall be seeded to stabfllze the , r / o
ro r''.' O - ~ ; sorT. Seed bed preparation shall be conducted according to North ~ ° " / ' ~ i ~ Z Z otfon Standard ec111catlons for a t1 ~ , ; , , Carolina Department of Tran Sp
'fit ~r~ / I:{:.'•.• ~ ;I ~I 1 \ + \ . ~ ` ......p.~ s ,e,rua - ~ , , ~ / ,r' ' ~ Roads and Structures (D.O.T.. The ground surtoce shall be
II :1•:::. ! ,i 1 / -A~-' -i' i,..A `V A ,'fit ~ z \ c A\' I A\ ~A~ ~ 19 '.~NIYWN ( ~ ~ 15 / ~ / / ~ t C cleared of stumps, stones, roots, cables, wire, grade stake, and
~ r - ~r / , ~ / ~ other materials that might hinder proper grading, tfNage, • ~ O C}~ - 12 ; ~ / , ' seeding or subsequent maintenance operations. Grades on the area ~ _ ,
_ ~ ; • . , r ~ ~ , f ~ y , to be seeded shall be malntafned fn a true and even condrtlon.
I :1:f:•ii ~C:•~ I 1NQ N- rW 1. y 1 ~ Y •__`.,,.,~~.r _ ~ rs ~ < ~ / ~ t Maintenance shah Include an necessar r airs to previously , ~ , ; / ~ ro , graded areas. All graded areas shall be thoroughly tUled to 0
=I :'I:'}rr:ii:: \ ~ 1 y1'''•, 1 y rrt>orMs~Ii ---r -r , . ~ ~ ~ - , ~ r, P YP ,9 9. 9
_ , • i : Vic:. \ n'' yx~.. I tl 1 ~,•1 \ t• ~ 1 r~' - ror" ~ ` . ~ , , ~,~-r- ~ t ! ~ ~ de th of at Jeast four 4 Inches b lowin , dlskin harrowin , ~ , qy, ~ ~ / , ~ ~ ~ or other approved methods until the condrtlon of the sorT Js ~ 'qp „a,,,R,~,r ~ , ~w ~ ` ~ ; ; ~r \ acceptable. On sites where soJl conditions ore such that high
_ r~ , ~ , / r. ~ ~ . \ cloy content and excessive compaction cause dlfftculty In ge ng
, - / ~ ~ fl 1 ulverized the Contractor shall use r / raw ' ~ ~ ~ clods and lumps effec w y p ,
I ~ ~ ; ` - 1 V . , a. / / ~ 1` ~ 1 I S' ; 4~ ~ ,1 v ` 4 ~ ~p ` K•INfq - - - - ® ® ' ! / / ~ / i ~ the rotor tills a mochiner until the mlxln of the loll Is a ~ ' ` ' / r: i i ~ - i acceptable and no clods or clumps rema/n larger than 1 1/2 Inches
c , ~ ; , , r ~ / r ' ~ ~ ° ,e~' In diameter. A firm and compact seed bed Is required and after ,
1 K ~ q1I / 1 r ! 1 t /IU 1^, y 1 ;1 '.1 ~ ` 4 ~2,X~ i'----"! ~ ~ ~ , / , , ~a x ~ / d ~ / ~ being graded, the seed bed shall be lightly compacted with o land r ""`"LL , , roller, such as a culUpacker, before and after seeding.
' f 0'X22' THK. i ~ \ . 1 I1Ny 1 1 ~ 1 u1 ,l ( \ 11 AV aASS B R1P RAP \ ~ t t i : \ ~ d / _ r i ~ i ' ~ , i Limestone shall be dolomitic agriculture ground imestone
WITH TER a01H ~ \\\q 1 m y .I 1 1 . t ~ ~ ` TEMPORARY \11 , , 9 , , ~ _ . _ _ " ~ - i r • l ~ / 'r ` ~~i' / ~ containing not Jess than 10 percent magnesium oxide. Lime shall r / ~ ~ ~ / y ~ f' \ ` be unlforml a lied of the rate of 2 tons per acre. Fertilizer
UNDERU I I ~ . ~ 1+ y Q ~ rnr: ~ ~ ~ ~ r - ~y? - - ' ~ ' - r ~ ~ / 1 % ` shall be unlforml a fled at a rota of 500 ounds er acre of
BASIN N0. 6 I ' ~ Iii tm+ Ny 1 I ,11 s - Q._. - - j , i . ` 1 r r `r ' 1 / ~ ~ f0-20-20 analysis. The fertilizer shall be incorporated Info the ~ I t I r b u er three or four Inches of re ared seed bed sf rkr to the
\r 111 1 \ ~ ~ 1 i ` ~ :..,.At-N0. _ ~ • ' - J „ r r ~ 3 t ~ 1 r last tillage operation, but In no case shall It be applied more
rnc~o 6 8 X 22 1HK. y \ - t 1. t \ ~ 1 r . s / ~ y ~ than three da riot to seedfn . Ferh7lzer shall be used
CALLS ALONG SOUTH R W OF SR 1902 _ ; ~ ~ 1 y, v - - ` ` 7 aASS B RIP RAP I I y ::1 ~ ~ , ~ ~ - - _ ~ `_=7~-r . _ ` - - - r - UNE BEARING DISTANCE WITH LTER aoTH , I I~.`~ 1IT~ , ~ ^ III - ~ \ \T_~. rW_.,,W -r•,c_.--i_--~-- Irrea- - ~ , ` r I i I I / / 1 i / `t? ~ r \ \ Immediately after deli?rery or stored In o manner that will not -r'' ' ~ ; I' r r r / rr r r/~ ` \ ermlt !t to harden or destro Its effectiveness.
v
L62 S66464rE x3333 i':r.::~F _ ~a , r 105 47 :':I:' 1 ! al ae sMt w - ~N L63 S76~513E rw?'n"" / : •':r v:'~+~rr ~ • sNt~, ~ Ilnp• - M~ ,p ` ~ ~ ~ g0 < i r • 1 r r r r 1 t ~ / aril ~ \ When hydroseeding equipment Is used for seeding, fertllrzer ~ y 9 • ~~b~ ` ~ • ~ ! lr .I 11.1 I r r 1 1 Ilr .pN t 1 ~o \ p,y4 ~ / ~ r 1 r ~ L~ t 1 shall be applied simultaneously with seed, us/ng the above rotes
I r 10411 / L64 S8T4055 E , ~ a - ~ \ ~ Q,- / r ' r 1 I r. r r ~ 1 i a9 1 1 of applkatlon. Seed shall be certified seed or equivalent based
; 165 N8T36'29"E 6583 >o..,nr? / .4 I - - 1 ~ r v$d I ~ ' / , r r I I i r r Itl 1 ~ Nr' WM on North Carolina Seed !m rovement Association re ulrements for - I ~ '1 f I I I I I r r r~; I 1 1~°'wr°r~" P q - i ~ y I r cerflficatfon. Al! seed shall be famished !n sealed standard
L66 N86'S2'17"E 100.26 McN-nsf ~ ....y'....: ~ - \ ~ I 4 t ' I`' +I - - . r i I r r r 1 ro 1 ~ \ ~ ~ / I f i i ~ Ilaerd~ " containers. Seed whtch has become wet, mold or otherwise
N86'34'23 E 100.30 w • 1 r\ \ r~ ® -xw---'I f I; ~ i L67 10013 i ~ ( / / •,`o~, ~ ~ 'f z r / ! I i` damaged prior to seeding will not be acceptable. Seeding shall
L68 N853347 E - I - -~,v'- _ ~ L69 N861D905 E 60.71 1 I I \I ~ ~ ~ ` ~ ,,....1 Omar - . ~ , _ e' I , I ~'~y; ~ be accomplished with hand planters, power-drawn planters, hand , n / ~ / \ ~ ,~sr,H,,. ipol I i • + ~ ~ packers, or hydroseeding equipment at the following rates'
\ \ t ~ ~ M! I ~ /
_.y V f~'" t ` ~ •D ~ + I y. r I t Seed Bed Preparation (Offsite dfalnoge easements and shoulders ` ~ ' I on ub!!c streets ®o ~ ~ I ..fie, P J
CHORDS ALONG GULLEY MILL CREEK, ~ ' , Y~,~ - ' \1 ~ ~._w.,' r r) • ~ 7.5 X 10X22 THK. _
RANCH 1\~ ~ WILLETS 9RANCH, AND MIRY B ~ ' ~ ~~a - ~ :'ra ~ ~ J l~ _i ~i ` u ' ~ ` \ fl TN-CLASS B RIP RAP Lime 2 tons per acre
~ UNE BEARING DISTANCE ~ ~ , . • ~ ~ ~,r~ 'i ~ i' ~ I ~ 1 i / ~ W11H FILTER CLOTH Fertilizer (f0-20-20) - 500 pounds per acre
, ~ p,Mw L27 S48'1656 W 9373 \ ` ~ ~ n ` -r- a , r - ~ ~ Q ~ ` ~ - ~ ' , r rR I I I r ~ r . UNDERLINER n 1 re: ~ . r - ~ ~ 1 ' I r r r ~ r , . ~ Seed( g Mxtu
L28 N667611 W 86.52 - , • ~ ~ \ {-per. 1® ~fy., I _ 1 ` L29 SBOti446 W 8630 , ~ ~ t ~ ',i i ' ~ ' i f I III I I r \ ~ ` ~ . s, , , _ r I I I I ` ~ (January 1 -March 31) i O / , I I 11 . ~
!30 S44ti2 37"W 8264 ~ I • ~ i ~4 ~ I ~I ~ • ~ , F;>.,..= - , III, ' .1 I i r `6' Common Bermuda grass (unhulJed) - 20 pounds per acre
131 S86'OIOrW 136.89 wN .x~ . , _ ~ ~ ~ ti..~ / ~ttk.°::' ~~it . ~ r® of I - • i r i j I i I r r ` Rye (grain) - 25 pounds per acre
L32 ' " 32.09 \ ,^ti.. ~ / ;r, ~ a . L- N8675 41 Wl• ~ :.1•.:~. ' e~::.~.':. . ~ ar J f or w rr 'r'te' ~ _ r ~ . , / / i I I ` ~ Aril 1 -Jul 31
133 S20~8'23"W 86.15 . ~ _ . ~ pw~n ryo,, I I I.:::... • r:'~'•::•t"~'• ' , 4r ,e__ lkoNw I ,I ~fr'~ro•p ems' ~ ~ - t anAOpPalq ~ ~ ~ ~ 1 ~ c ~ / 4 I I r I I \
L34 N73"5T13"W 5615 weir a• aam * \ ; 135 N05S1'56"W 59.52 x - - ~ - ^ t ~ ~1°'"°" ~l i sa - ~s / ~ ~ ' r r I I I I I ` Common bermudagrass (hulled - 15 pounds per acre . ` ~ ~-~4'F •l~ r / / ~ , r I I ~ ~ Weeping Lovegrass - 5 pounds per acre 1 ~ ,n ,r NOte6® ~,r i 1; r ~ I i ~ ~ Centl ede - 8 pounds per acre
• Las N86Y154 W 96 i9 wc~p~r". » d • :•I:` :4;;:i:.. ' ~ r ,I, r- ~ N ~ 1~ - (i III I , \ R P , , r , , , ~ - OF DISTURBED A EA
85.97 oarpalrNar /x r..l,~r,.\ - 11 yl~ly 1_ . n+- r -h'AO•etp..- 1 \ ~ r . a 1\ I Iii - (August 1 -December 31)
L38 N44~6'54"W 5308 ~ \ ~ 1~ ; ~ aaB~ ~ MQr,.~... _ - ........t a ~ - ~ Sr A ~ ~ - sa w-rr- _ _ . r \ Y I i \ ~ Gammon Bermuda grass (unhuped) 15 pounds per acre
L39 582'44'09"W 6553 Ala ~ 1 i \ ~ 1\I ~ er wr r. ~ , ; r I r~\ \ \ TaVI Fescue - 120 pounds per acrd
L40 N2471'56"W J02.55 ~ ~ ~ ...x~:.c:°: . ' - _ w- _ ~ 'I I 1 • • ~ J ~ / ® ; ® cat ~ ~I L41 S627354 W 37.82 , ~ °02- , . ` ` ~ - ,,r+'® `t r r \ Centipede - 8 pounds per acre
III / 1 1D9.n "~i` .:,1 L42 N34i7T45 W 9516 , t ; J,,1 ~ ` ' , ~ ' - ~ ~t r ~ Seed Bed Protection:
8 PAVED WALI~VC TRAM I, _ _ p ~ ~ ~ „ ~ ~ L43 N92~9'36"W 5110 ,ti \ r _ t
144 S69.48'S9"W 23~~ CENTERED IN 20 PEDESTRIAN EAS T ` • ` L^ Y \ 0 III ~ ` r I ~ \ Straw Mulch - 2 tons per acre (visual) ' h ~ ~ ~ r \ t Tarn - Q03 loos er s ware d
L45 N62'45'46"W 157.03 • ':~:r::: ~ ~ , . ti ~ ~ / /'J• \ Los 37.74 \ ~ -I== % / ~~``+I,r ,~'i SJ4315rE ~ r ? ' - K r i ' i u, a
L47 N80'43'42"W 94.02 x:::•::•:(:•:::{:•:.. . , / : ' ~ ~ " T ~ ~ ~ i'' '1 I Il \ 4. Seed ar afherwlse rovlde round cover devices or stroctures
L48 Ni459 56 W ~ 5 TE~IRARY - t ~ , • mcR o ~ ~ , ` s r ~ I ~ SufRcle??t to restroJn erosion for all exposed slopes within 15 j ` ~ \ - - 1 1 I , ~ working days or 30 calendar days of completion of any phase
L49 55053'42"W 5230 ~ \ {~py», ~.::....w I \ SIT , I I s is ¢ ~ ~ 1 / , • of grading. . . 1 fir,/~.. Z~.\.
L50 N107536 E 54.12 ASI NQ 5 L51 11909 111 r.':'~W'`• :r,~.:'... \ tit'! -._r ~ ~ / ,i 1 A'//~' \ / 5. AJl erosion and sedimentation control devices shag be
N75~511 W . x.': r.::::: t . I . .......t<......,.. l52 N08ti9 02'~ 39.01 ........X'.':.::: • ~ I Illi.\~• r~il~ inspected by the Contracts offer each rolnfall. When \ ~ tt it\1 I 'rR~ 1 - ~ r N fn action reveals the tro fo be reduced to 50.'T of design
L53 117.07 I t r'~ :•::•.x.:.:°: LEGEND ~ • N71'S414 W 1 ~,C;::•i:.';::t. ~ ~l ::ti.......... ` t t, ;ttt-jj1! .-?M' ~1D8 I ~`~l,\ ~ sP P 11~_,l i~ , ; a/~ 1 _ capacity or the device to be deticienf In its intended
L54 76:61 o~rranwa . y / y ~ ~ N29"57'OrW . I , ~ _ _ . ~ ?i\r~ - purpose such os fabric deterioration for spt fences the
L55 N39'46'42"E 5Q63 r • 7.5 X f0 X 22 1HK. a ~ y .............u ' . a~+nr . PROPOSED EXISTING ~+or~nar ~ 'r+nr y ~ ~ . ::•:.U••.. . \ - 1/ ~ . 1 - Contractor shall restore the device to its original . • ~ \ I . . ~ t ~ , . ~ / 1 I - =tee- condition.
Lys N25'33'47"W 99.82 11 1N-CLASS B R1P RAP - ~ r . • WITH FILTER a01H : ~ _ ~ / ::k '.i•:::::::..:•. L57 N533832 W 10699 EDGE OF PAVEMENT r \ ~
L58 ' 156.44 UNDERUNER ~ ~,s: - ~ `~r~'.. No14014 E TEMPORARY TEMPORARY / . \t ~ r ` All ion and sedimentation control devices shall roman , 6. eras / /i i i ~ LEI r ..':~r::;•::~:::•::;:. t ` \ > , "~_:-~!1.. _ = : ~ • !n lace and be malntafned b the Contractor until all
L59 N28~4 56 E 112.75 STORM SEWER PIPE SEDIMENT ` SEDIMENT I ` . ~ 1~I ~ 94i19y''i-:. , , ~-gee-~ % ~ "1 °0~ saeding Is established and construction areas have been
tso Nssns'S4"w 1077 BA57N NO. 4 BASIN N0. 3 ~
161 N277T04'W 18624 ¦ CATCH BASIN OR 0 I r\ \ k,'.:•::::y DROP INLET . . \ . ~ \ . 1• ,rte - _ /
~ MANHOLE Q 3 75 X 30 22 JNK. 9 X 30 X 22 IHK. ~
16 TN SS B RJP R 37 TN-aASS B RIP RAP ~ ' 9~__ ' ~ Pro ed Pro ect~ The Meadows Section 111 ~ /
W LTER CLOTH WITH FILTER aOTH ` SAN• SEWER PIPE ~ ]EMPORARY . DERUNER UNDERLNYER I ~ ~ ~ r - 'tl••' ro ct consists of construcfln one hundred fifty one residential subdlvfslon lots, - t I y
WATER MAIN SEDIMENT VT .:-r..---- .....:.i. ~ t~ • I_- associated street ext~slons with storm sewer, water and sanitor sewer mains.
AND VALVE ~ ' BASIN NQ 2 t •:~::•:l'•..: a.• ~ r~ ro rlaf 4 Weeks 1. Construction and rm lamentation of a e
HYDRANT :.\.:.....~.:...:::•:.....i•::•:::~:::• 4.5' X 6' X 22' 7HK. •::::::.1• ti~ sedimentation and erosion control measures "'•;`y::{:•: . LLETS 4 TN-CUSS 8 RIP RAP
, - - ' WITH f1LlER CLOTH •::•::~:t•.~'~ ~ 2. Clearin and Grubbin 0 eratfons 4 Weeks
F1RE HYDRANT ASSEMBLY ' ~ ~,-gRgNCH uNDERUNER 9 g P
CONTOUR ss 7.5' X 10' k X ~ ~ , 3 Construction of Storm Drafnage Facilities 6 Weeks u TEMPORARY
11 TN-aA; 11 TN-CLASS B RIP RAP • : Dili _ SEDIMENT 4. Rough Grading Site 4 Weeks
x ELEVAAON +188.75 KITH FILIEF 1BB~5 UNDERLINEF KITH F1L1ER ao1N _ ' rl BASIN NQ 1 UI~LINfR 5 lnstallatlon of Water and Sanitary Sewer 20 Weeks
,3 75' X 5' X ?2 IhN!
WOODS UNE ~ TYPICAL LOT SIZE = 65' X 100' 3 )N-CUSS B RAP WIIN fIL1ER CLO 6. Placement of Stone Base 4 Weeks
NUMBER OF LOTS = 151 UNDERLINER
WETLANDS NOTE• l1VVfARMAA0IN ON UNDERGROUND UTIUAES WAS ASSEM8LE0 FROM 7. Frne Grading Streets 3 Weeks
VARIOUS SOURL~S. SURVEYOli NOR ENGINEER D1D NOT DO ANY 8. Seeding do Mulching 2 Weeks
RJPARIAN BUFFER DIGGYNG OR P0IHOUNG TO LOCATE EXIST. UNDERGROUND UDUAES
(HOIRIZONTALLY OR VERACALLY}. ENGINEER 1S NOT RESPONSIBLE fOR ANY CONFUCIS BETWEEN EXISTING UTTUTIES AND PROPOSED 9. Placement of Asphalt Surface Course 2 Weeks Fu'st Ilft to be completed as soon as possible.
UIIL/AES/SERVICE TAPS Second lift to be completed at substantial bu11d out.
Erosion And Sedimentation ~mentation Control Provisions Several of the Items listed above ma be constructed simu/taneousl . Y Y
1. ROCK !HEFT SEDIMENT TRAP TO BE IN ND 0 DEVICES OR STRUCTURES An anifclpofed time schedule of f0 months !s expected for this project. iRAP TO BE INSTALLED AROUND EACH CATCH BAS1N 9. SEED OR OTHERWISE PROVIDE GROU C VER
AND DROP !HEFT AND ALL LOCAIIQNS ALL LOCAlIANS 1NDICAIEO ON PUNS SUFFIdENT >n RES1R~41N EROSION FOR ALL EXPOSED SLOPES WITHIN 15 WgRKINC DAYS OR 30 CALENDAR DAYS OF COMPLETION OF ANY
2 AREAS lO BE PERMANENRY SEEDED J_ENRY SEEDED INCLUDE STREET PHASE ~
SHOULDERS, DRAINAGE EASEMENTS 1a CONTRACTOR SHALL INSPECT AND MAINTAIN AS NEEDED ALL EROSION
ANO ALL DISTURBED AREAS IREAS CONIROV. DENCES ON A WEEKLY BAS1S AND AFTER EACH MAJOR `~~~,~~~~~~~~~~n,,~~ ~ e •
2' S-9.58 ASPHALT SURFACE COURSE 3 STOCKPILE TOPSOIL FOR USE 1N BU1LDi STARM EVENT. fiULURE TO KEEP ALL EROSION CONTROL DEVICES IN tgRO Engineers ~R USE 1N BUILDING SHOULDERS AND UNDSCAPlNf ,o a, Planners PROPER WORKMIG OiROER MAY RESULT 1N A STCIP WORK ORDER OR = Surve ors
pVIL PENALTIES UP TO (5000.00 PER DAY Ar NOUTION. C~
4 ALL RIP RAP SHALL BE aASS B IN1FI , UNDERUNER, AND SHALL BE INSTALLEI E CUSS B !NTH FILTER CLOTH : Q~ ~ s & Associates, inc. 1L BE gVSTALLED 1N THE QUANATY 11. pTY ENGINEER RESERVES THE RIGHT TO Rf UIRf ADDI110NAL = SEAL _ sl~~e tsts
~ AND LOCA1)ON INDICATED ON PLAAL ~ ~ PLAN Q ; ~ ~ ; 2 _ 107 East Second Street 8410 Falls of Neuse Road, Suite D fROSIQN CONTROL MEASURES SHOULD THE PLAN OR 1T5 p Greenville, NC 27858 [phone] Raleigh, NC 27615 (919} 848-3347
sxr ~ e IMpA~w BUFFER 5 ADDITIONAL EROSION CONTROL MEASU CONTROL MEASURES SHALL BE IMPLEMENTATION PROVE TO BE INADEQUATE Q :FNC
_I 4' INSTALLED AS REQUIRED BY p1Y ENG EO BY pTY ENpNEER ~ • ~ • ~c•••••••••R~ CTC SUMMERLYN DEVELOPMENT, LLC 12 INSTAL! PIPE INLET PROTECTION AT ALL PIPE INLETS V'i<<~~
s" CABC s. MINIMIZE aEARING. uim~n
-''EXJST GRADE ]YPICAL SECTION THE MEADOWS -SECTION !!I '
R' WAI KING !RAIL 7 N~ PFRSdV SHALL INlI1AIF LAND DIS lnalF LAND DISTURBING acnvlTY PR~oR To , ,
rRagav CONTROL PLAN APPROVAL. PROVIDE ' S U M M E R L r N S U B D I V I S l o N
N01E-- RECEIPT OF NCDENR EROWON CONTR( TOPS OF MANHOLES LOCATED IN WALKING TRAIL COPY OF APPROVAL TO IONN OF Cb TO InNN OF CLAYTON. /AM( 0.1.0 olo CLAYTON TOWNSHIP, JOHNSTON COUNTY, NORTH CAROLINA
TO MATCH (MOSS SLOPE OF TRAIL fl 20' X 50' X 6" THICK COARSE AGGRI COARSE AGGREGATE STONE PAD TO BE
PROVIDED AT CONSTRUCTION ENTRAN !UCIIQN ENTRANCE SURVEY µg DRAFT AR SCALE DRAWING NO. PROJECT NO. SHEET
' = 00' 24121 2 3 AR~Xv ,wv 1 1 W-2853-E

NOTE:
EXISANG HOME AND OUT BUILDINGS >n BE 4.5' X 6'x22' THK 4. 4.5' X 9' X 22" 1HK. 375' X 7.5' X 22" THK. INFORMAAON ON UNDERGROUND UALITIES WAS ASSEMBLED FROM
USED AS CONSTRUCTION QFf1CE 4 AV-CLASS 8 RIP RAP 6 6 TN-CLASS 8 RIP RAP 4 IN-CLASS B R1P RAP CARIOUS SOURCES SURVEYOR NOR ENGINEER DID NOT DO ANY Frosion Control Measures
REMOVAL AS DIRECTED BY OWNER. W1TH fxTER aoTH w UNDERUNER U W1JH FlLTER CLO1H W1TH RLTER CLOTH DIGGING OR POTHOLING TO LOCATE EXIST. UNDERGROUND UALITIES UNDERLINER UNDERLINER (HORIZONTALLY OR V>:RTICALLY). ENGINEER 1S NOT RESPONSIBLE 1. AN work wllJ be done In accordance with NCDENR.
/ FOR ANY CONFLICTS BETWEEN EXISTING UTILITIES AND PROPOSED No land dJsturbing activity beyond that required
?0' X S , A ONG SOUTH R W OF SR 1902 CALLS L ~ - = ' ' ~ c a x ' ~ X ~ to install the appropriate erosion control measures may N$ 8 S UAUIIES/SERVICE TAPS proceed untq measures ore approved by the State of North Carolina.
- ~ . U~~j Tt~'yE 4W ~
UNE BEARING O1STA ' _ - L70 S89'S7'34 E 40.15 , - ~ - 1 r 7RA~/CE 2. Contractor shop install construction entrances, slit fences, sediment asns r r t ~sr, ~p+
' 97.51 -_`'`,tie"_: - •a~. 171 58474 48 E - - _ r~-~ - . ~ _r r r ~ e• w'l~wxnv and dhrerslon basins prior to preceding with clearing/grubbing and grading
~"-z~ _ ~ ~ ~ fi't' edlment Tra s and Pi a Inlet _ ~ ~rdDP a, operations. Rock Inlet S p P ace !I be laced around all dro/na a structures to collect surf ~ Protection she p 9
e ~ r r - - _ _ ~ ~ - runoff and control siltation and release water at a gradual rote. All
• . ~ ~ ~ A'RE) H RANT , J rr rr . _ ~ - ~ ~ cements outside the arkln lot where storm 1 es are Installed ?'~fi 4 P P - , _ r-•v.:~..; ~ - - , J be graded, seeded and mulched.
< - ' , r
, .,~..•_r , , .~r•__. ~ ~ 3 Streets shall hatre stone base placed on them for
~ ; 7B Y ~oIC1~' ~ ~ / r ' -dTt= ~ - stabNizatlon and shoulders shall be seeded to stabilize the F~ ~ ;r ; / / ~ ~,,ti,..,,~. • r ~ ti r ,
LEGEND r , - Q ~ / ' ; r~ / , , ~ / ~ , t ~ ~ _ arm arr~ coll. Seed bed preparation shall be conducted according to North
` 'F , / ' r r, / r ` „ ~ I I ~ _ _ ~ ?aw Carolina Department of Tran ortatlon Standard Speclrrcatlons for ,r r • / ~ / ~ ' ' ' r ~ I ~ ~ ound surface shall be s ~ / , , ~ ! ~ ~ i I \ ~ \~I Roods and Structures (D.O.T.. The gr
PROPOSED EXISTING ~ ' , / , , / . i ! ; i i i ~ / / / ;~~~~~i I ~ \'N'a~ cleared of stumps, stones, roots, cables, wile, grade stakes, and
' i i EDGE OF PAVEMENT ~ 1, ,,r~ ; ..r r r ~ ~ ' ' , r ~ ~ I ;•:4:~:•; aterlals that mJ ht hinder er rad/n , tllJa ~ s, r r r e r i:::.::::.:• other m g WoP 9 9 g ~ ~ , ~ ~ ~ ~ r' , i ~'~~~..r> i:. • ` ~ ra"•' seedin or subse vent maintenance erations. Grades on the are0 ~ t:~:•:. 9 9 oP
_ ~ , / i r-• " ~ ,T / / ; ` ~ - I i :i: i; • • to be seeded shall be maintained !n o true and even condition.
STORM SEWER PIPE ~ ( ' ~ ~ ' $IN 0. ~5 i ~ ~ i 'i~:''`~ ai~''~°M ~ I ~r ' : t'r:~?~,~'~:. Maintenance shall Include any necessary repairs fo previously r T°°~ r i . , ~ ~ ~ r 'i/l " ~ •.(•.{.u~.. , u hl tilled t0 a
~ ~ , - , CATCH BASIN OR ZZ - - r / ~ ! r ' < , ~ .Q ~ ~ , , ~ rM°~ ~ r ~ tx..:... ~ : graded areas. All graded areas shop be thorn g y ~ ' ~ f ~ ' ' ~ r+r'" ' I d th of at least four 4 inches b plowJng, dJsking, harrowing,
DROP JNLET • \ - . ~ ~ ~ / , ~ ~0.. , , , ` /4 ~ ~ ; ~ u ~'ii~' ~ ~ ~,t•' ••........,E:..::. or other approved methods until the condition of the soil is . i r ~ err^~ rr • ~
~ ~ / / , , .015 ~ , / i. , : ~ MANHOLE Q \ ~ / , ~ N ` eCJ - - ~ / ' ° ; ~,r„!` „ ~ occeptabJa. Cn sJtes where soil condltlons are such that high • • ~ tel. cloy content and excessive compaction cause difficulty !n getting
SAN SEVER PIPE ,Q \ , , . ~ / -1 - ~ ' ~ i:.'~::::::::.~:::: clods and lum s effectively pulverized, the Contractor shall use :•..f........... ~
- - i ~ / / / / / nom. ~ r• _ - , , ~ / , ' ~ % ' a ' ' r v ~ • y'::::•:::•:::: . f::.:::•::~:::~:::•:::•::::~ the rota tJlla a machlner until the mlxln of the loll /s i r ~ • ~ ~(,`.~~0i, i/i ri/, r ~ ~ ..::'::::::::•::i:: ~ ....y ry 9 y 9
WATER MAIN \ \ ~ ,r M , ~1 ~ ~ f -t AND VALVE ~ . / r ~ ~_r ; , : , / r. i , ~ , ~ i ~ ~ ~ acceptable and no clods or clumps remain larger than 1 1/2 Inches 1w~.e ~ , r :::Y ....1 ' ~ 1 ~ it 1 •:ti~~,~dY-,.•:::.::•~.~::.::::• !n d)ometar A Brm and compact seed bed Is required and offer , . , i~ . r..
~ , '1/ ' 1' ~ , / . , 375' X 5'X22' THK. \ . ~ ' N: 'I~ ~ % i ' , / , ~ , , / r r r • being graded, the seed bed shall be lightly compacted with a on ' ~ . ~~r;;%',% ~~e i i`''re {.::.'r.::•.'•:~:•::•::•::::•::.~::::.~:::::~ roller, such as a cultipocker, before and after seeding.
HYDRANT ~ 3 TN-CLASS 8 RI RAP ` , ~ lrrr~r ; „ 1i ~ r r r r r ~ ~ ' Limestone shall be dolomitic agriculture ground ~mestone
WITH FILLER a01N \ \ - , , , FIRE HYDRANT UNDERUNER r \ \ ~ , / 1'. '7 , -r - _ _ _ / / / ' / ',tire-~'ih r /rrr } confalnln not less than 10 ercent ma eslum oxide. LIme shall , v r r ! , •::4':':~:::::;::~::: ' ...y..:::. be uniformly applied of the rate of 2 tons per acre. fertilizer
ASSEMBLY ~ . _ 1 / , ~ , ,f ,,f / , / ' n - _ ' ~ ~ ~;r---:'r r / r r a'~`::.:•~~` ~ shot! be unlforml a lied of o rote of 500 ounds er acre of
CONTOUR s9 i 1 1 y ~ i ' ~ - / , , , , ! , r , , r.•'•,..•... ~ ~ •NEl/$E RIVER ~ y PP P P r , , ~ ~ ~ r r i ~ f0-20-20 analysts. The fertUlzer she!! be Incorporated Into the ~ , , / , ! r~ / r v ~ r ~7.:::~: RIPARlA~7V" - • • • • u er three or four Inches of re eyed seed bed st rlor to the
v 1 / rl ~1 , ~ A .,.fir, 'r s MPORAR • ` 29 ~ / , T / ar , / j , r i BUFFER last tillage operatJon, but in no case shall it be applied more
X +188.75 ~ ri~ ~ ~ \ D . / { ~ ~ . - / / 188.73 ELEVAAON '{p~ , y, 1 \ \ ' ~ v ' ' ; / ~ / ' r r / ~ r ~ / than three da rlor to seedln . fertlizer shah be used
WOODS LINE ~,~.J~ 1 1 di i~i'rd 1' r ~ ~ /ie! ' x,15 ~ . T y Np, 0 % . _ .~'c Ma aver or stored In a manner that w1l1 not ~ r ~ r i~ Immediately after de! y ~ f` r ~ ~ ! permit !t to hoyden or destroy Jts effectl?reness.
~ ~ r:: r r..
~ 111 se 1` ':1 . ~ r / / ; W / ~ . • ' ' 'i >o' 10'" d W N0. ~ r ~ , ' WEILANOS ? I I I 1 ? 1ur1Q"~1n ~ / M / ~ ; ~I~ . or r': ; • f seedln fertplzer r. , r ~ ~ When hydroseeding equipment /s used or g, / ~ r r r ::~wr. F shah be applied sJmultaneously with seed, using the above rotes
~ r t ~ of appllcatlon. Seed shall be certified seed or equJvolent based
/ Y 1101 y4M / C / , / , , • 10? ~ ` ~ / RIPARIAN BUFFER /1 r ~ ' ~ , l , ' ~ / i i ! / . 1 \ x~ . ; ~ - , ~ p r :::.r:::.~•:::::::•::::. : t GLEN EL LTD PARTNERSHIP r line Seed lm ro?~ement Association re ulrements for , ~ r ~::.r: ...r::::: ~ on North Ca o p 9 , ~ _ _ r •;..;•...15;`..~;•..i;::;:;::::_.':.:4 D.8.1310 PG.946 certification. All seed shad be fumished In sealed standard
/ , rr I ~ . / r ~ r I P :1678-66-2762 ~ ~ : ~ ' ~ . , r containers. Seed which has become wet, mold , or otherwise
~ W ~ ~ / r f / / ! 1 , /I / ___-178-_ s"/ / l ~ / 'l ! ::F'" ~ / ~1 r//iii _ _i - 1_~4-X1_6...,,-•\ ) _ ~s-__ ; ~ .•.•t• ~~1;1::::. y:: / ' r damaged prior to seeding will not be acceptable. Seeding shall
, / ti 54 ! Ir , / p i/~;~ « r + ' f , 1 ' ' .~„~i C ~ T --~1`I, ! t , r ~ r r i•::::::•~:~~: ~:7~• `~rt`s.: ~X~ ~ be accomplished with hand planters, Power-drawn planters, hand r r, is f. ~ packers, or hydroseeding equipment of the following rates:
b , r _1 ) 1 / r / 7 p T-!:..:'' lilt' _ ^r'( -174=-7_2--~ ---J 1 / ( ~ I , - `-_J:r it oa .:f'~' .~...j... d t 4 r
i \ s ~ r r,. r r r . ! r l T t % -ins- r ~ \ ~ is r r / ! ~ / t'~ . , ~ 13 - ___.','r I b vl , ' , Seed Bed Pre arp anon (Oifslte drainage easements and shoulders I 8 PAVE WALKING TRAIL
` f \ i r Ir r r f R,~C r ~ / I tli(1 ' ; ~ ry r b............ ~ ~ t,. ~ on public streets): _ ~a I : - ' ~ ~ i CENTERS IN 20 PEDESTRIAN EASEMENT - ~ .t ~
1 ~ ! ~ , r r 1 r , u / ~ ~ r ~ S 1 \ ~ ' t r r 1 : I t i RmPP l / / / I I ' 7.5' 0 X 22 TNK. i .:......::'•5:::•i::::~:.--r.• - r _ ~ ~ r~ ~ i Llme - 2 tons er acre
1 _ c - ) j r , / III , , i ..............E........... ,p 1 I / ~ ~ ~ / ~ r 1 i r 1 1 ~ , r,~c, ull ~ 1 -LASS 8 RIP RA , ~ , fertilizer (f0-20-20) - 500 pounds per acre : r
CHORDS ALONG GULLEY MILL CREEK, I I , , . r ~ 1 ) ~ , - IN F7LTER GOTH •::.I~:::a - v / 1 4' err t... I I 6 \ ~ , _ ARYL . r r r r irl,. ~ Ji::::::: t ~ ahl :...::~t:•;::•r::::~:•~ r - - - r Seeding Mixture: + EXISTING CITY LIMI
WILLETS BRANCH, AND MIRY BRANCH I , 1 _ 1 ~ Ir , JJlr / , UNDERUNER ' r : r
UNE BEARING DISTANCE I 1 , 8~4SI1~ N . , , ~ 1 ~ . • :................l..t•.:::::::::.~:....... :::::•7:~:::.. :~:~`.f:~~:~:'': :•i:::•:::.~:::.:: t K r (January 1 -March 31) ':;.:•:t°:~:;~ •;I{;::, ,,1 i Common Bermuda glass (unhulled) - 20 pounds per acre
U1 N5T41'45"W 11Q76 r , 1 1 5s ~ 1 I I I ,I , • i I 'li .r ~ . , 7.5 X 10X22 TNK. I , r \ \ $ ~ r r ~ I , I f, rlll R ; I S ; , • •c. :::::::::::.:':•:;::•:3:•) k a ~ • .::::•::::::::.:I • •;:!•.:•::.::.:•::.:::::a:•::•:':: Rye (grarn) - 25 pounds per acre
112 N397T57E 76.60 fi DV CLASS B RIP RAP I , ~ \ ~ / r.. I I I I I I .II I I r~!:•.:::. •:::::::}::•::..:•~r..:i::'i:•:. 4 .:;;k..«. L13 5s.4o WITH fILJER aoTH \p ~ ~ • ~ I , I , , ~ \ :i . . • • • •:.f ~ N (April i -July 3J)
S3T3207E + r ~ I u , 1:.:~:::•.~..:.'.r..... UNDERUNER . L14 N53~8'17rE 3391 i i i _ • ,1 1 r_ . 1 1 I ~ ~ " I i I • •::.r . • 375' X 7.5' X 22" THK. r r Common bermudagrass (hulled - 15 pounds per acre
L15 N437631 W 39.91 I I i \ ~ , r . 1 , ~ t I I / 4. ~ ::::y / ~ r 4 AV-CLASS 8 RiP RAP Weeping Lovegrass - 5 pounds per acre ..:::::I::::: • r r WITH FTLTER CLOTH
L18 N097T24 W 51.43 1 \ ~ \ , ~ . : • . r....:..:I•::•:::•:::.~:•:;•:~~;.: ~ ; r UNDERLINER Centipede - 8 pounds per acre
.97 375 X 7.5 X 22 lHK. , r I ~ , . / r r r r ~ ~ .•r.::::::::•.~:::::• c:i:ii;i•;:~ .,1.::::::::::::............. t.....;.......~ L17 N394755 W 56 \ , , , ) r 4 IN-GABS B R!P RAP r 1 I \ ~ r I r r .I y .r•::::::::.... . . (August 1 -December 31) ,
L18 N7474'39rW 8300 r r ' I r'`t \ \ = / r r ~ ~ rr + ' ? r 1 WI1H FlLTER GOTH r ~ \ , / ! . ! r / ; r n,~ / . • 1 ~ \ ~ / >~aw~r L19 S34i~814 W 4x63 ) \ , l / r , / ••:;X.. r Common Bermuda unhuNed - 15 ounds er acre
r UNDERUNER r ~ ~ - , / ! / Q ~ ~ranwa~ L20 582~902`W 90.66 , , , Y,~--..'. / / l r i r / / - .r. r:rr'.f.•: ~ ~ ~ C ) P P - Tall Fescue - 120 pounds per acre ~ r -
S257815 f r 1 rt \ \ ~ t ~ / q / l - y,.. l t:..:;;::•. ...x:•.:::::::::::•.• '°I' Centipede 8 pounds per acre
LZ2 S4532 01 W 151.31 . 1 1 ~ \ , / , / - / l' / / l ~ • , . d75' X 7.5 X ?2' ANG Seed Bed Protection:
L23 S44'S1'35'W 133,60 t 1 \ ~ - ~ r , / / / / / , ...:•::..t•::.~:::::• .::::::::::..•lk:•i:•ii:::.:•::. - ' 154,91 `x.. 1 ` \ \ ~ - fi 4 ~ , / ! /f l::i:•:•:'/::• ::::.t/ ` i O ~ _ i 4 1N-IXASS B RP RM ~ KITH F~IfR CLOTH
L25 S8072'25rW 9Q12 1 , \ 1 " : / , ~ ~ ~ ~ / ~ Straw Mulch - 2 tons per acre (visual) 111V0ERLiNER _ - _ Asphat Tack Q03 gaNons par square yard
128 SBD7421 W 2677 ~ _ y
- if ~'r r 3 ~ ~ " 4. vide ound cower devices or structures • • 3.75 X 5X22 THK. Seed or otherwise pro gr
' f' 3 TN-CLASS B RIP RAP suflklant to restrain erosion /or all exposed slopes within 15 working dogs or 30 calendar days of completion of any phase
TEMPORARY , / • a.. , ~ ~ WITH FILTER CLOTH of rodin ~ ~ ~ UNOERLINER 9 9~
SEDIMENT ~ 1 I ~d' _ ~ 5. All erosion and sedimentation control devices shah be rz , '
BASIN N0. 1 tt r r..~ _r n N F Inspected by the Contractor after each rainfall. When Q--- - - ~
~ CECIL MEAVNER, ETAL. Inspection reveoJs the trap to be reduced to 50RG of design - ~ D.8.528 PG.589 capacity or the dedce to be deficient !n Its intended
r - PIN: 1878-55-8829 purpose such os fabric deterioration for silt fences the -
. Contractor shall restore the device to Its original - condltton.
1... _ i- I ,
....~w•:.~... 7.5' X 10'X22' iHK. t':•::: , _ 6 AN erosion and sedimentation control devices shall remain ra --,w--- , - _ , In lace and be maintained by the Contractor until all
::.'a"%'~'::• ' ' 1 ~ ~ 11 IN-CLASS 8 RIP RAP l % . aP------, - P - - , ~ seeding !s established and construction areas hatre been
. WITH FILTER GOTH J.•r::'ra::::j / / ,
UNDERUNER m F:;:::•l:{ l ~ , i, ~ - .
-F / / r ' / , . ,.ii.. / , , 6 X 8 X22 THK. i/ / ~ / ' - - 'r~ roves -Section ll Pro aced Pro ect~ The G
7 7N-GABS B RIP R rrrrrrr r:•:1' D ~ i 8 I / / / / _ - ' ~ - / 1 ei ht nine resfdentlol subdlvlsion lots The protect concrete of constructng g y~ ,
WlIH FILTER a0 ; 1 r ' UNOERUNER N/F 4:::::::::? r r i i ~ r . - _ , assoc/ated street extensions with storm sewer, water and sanitary sewer mains. ~ r /
SOUTHERN REG N INDUSTRIAL REALTY, INC. 1 ~ r / / / /
PIN: 678-15-4079 / r / / -''wwu,`", 1. Construction and implementation of appropriate 4 Weeks
\ . \ ~ ' - ~ _ - sedimentation and erosion control measures. r' r _ - / ~ ~ - _
2. Clearing and Grubbing Operations 6 Weeks
3 Construction of Storm Drainage Facilities 4 Weeks
4. Rough Grading Site 4 Weeks
5 lnstalJatfon of Wafer and Sanitary Sewer 20 Weeks
TYPICAL LOT SIZE = 80' X 100' 6. Placement of Stone Base 2 Weeks
NUMBER OF LOTS = 89
7. Fyne Grading Streets 2 Weeks
8. Seeding dC Mulching 1 Week
9. Placement of Asphalt Surface Course 1 Week
first lift to be completed as soon os possible.
Erosion And Sedimentet/on Control Provisions Ons~ Second lift to be completed of substantial bur7d out
OTHERWISE PRONDE GROUND COVER DENCES OR STRUCTURES Severe! of the !tams listed above may be constructed simultaneously.
1. ROCK INLET SEDIMENT )RAP TO BE INSTALLED AROUND EACH CATCH BASIN AND DROP INLET AND ALL LOCATIONS INDICATED ON PLANS .ATCH BAS1N 9 SEED ~ An antlcJpoted time schedule of 8 months Is expected for this protect. SUFFICIENT TO RESTRAIN EROSION FOR ALL EXPOSED SLOPES WITHIN
15 WnRKING DAYS OR 30 CALENDAR DAY5 OF COMPLEAON OF ANY
2 AREAS TO 8E PFRMANENlLY SEEDED INCLUDE STREET PHASE OF GRADINQ
2" 5-9.58 ASPHALT SHOULDERS DRAINAGE EASEMENTS SURFACE COURSE AND ALL DISTURBED AREAS 10. CONTRACTOR SHALL INSPECT AND MAINTAIN AS NEEDED ALL EROSION
CONTROL DEVICES ON A WEEKLY BASIS AND AFTER EACH MAJOR
3 STOCKPILE TOPSOIL FOR USE IN BUILDING SHOULDERS AND LANDSCAPING. DSCAPING. STORM EVENT. FAILURE TO KEEP ALL EROSION CLWTROL DEVICES IN PROPER WfARK1NG ORDER MAY RESUIT IN A STOP WnRK ORDER OR ~,~~~'"'~~~"'"a,, r ~ • Engineers
' s' 4, ALL RIP RAP SHALL 8E C1ASS B WITH FILLER CLOTH PENALAES UP TO 000.00 PER DAY OF V10LAT)ON. '~H.~~/''~, t'i~ Planners j '•.~'q Surveyors
str a UNDERUNER, ANO SHALL BE INSTALLED IN iNE QUANTITY I~Y'At&W 6}A~FFR ~ ; 11. CITY ENGINEER RESERVES 1HE RIGHT TO REGtUlRE ADDITIONAL rQ ~ & Associates, Inc,
4r AND LOCA110N lNDICAIED ON PLAN. EROSION CONTROL MEASURES SHOULD THE PLAN OR ITS - SEAL - s~~~ tsta A TF 107 East Second Street 8410 Falls of Neuse Road, Suite D
6' CABC 5 ADDITIONAL EROSION CONTROL MEASURES SNAIL BE ,.-~5~ INSTALLED AS REQUIRED BY qTY ENGINEER. IMPLEMENTAAON PROVE TO Bf INADEQU 13055 Z; ~Oz Greenville, NC 27858 [phone] Raleigh, NC 27615 [phone]
GRADE TYPICAL SEC110N INSTALL PIPE INLET PROTECTION AT ALL PIPE INLETS O'••~r G' : • 1~ ~ ~ LLC
8' WALKING ]RAIL 6 MINIMIZE GEARING i ~ CTC SUMMERLYN DEVELOPMENT, ,,,,cy ~1~,R,,,.
NOTE r, ~i~ ~I`
TOPS OF MANHOLES LOCATED !N WALKING TRAIL 7, NO PERSON SHALL IN171ATE LAND DISTURBING ACAVITY PR10R TO TO MATCH CROSS SLOPE OF IRA1L. RECEIPT Oaf NCDENR EROSION CONTROL PLAN APPROVAL. PRONDE TO THE GROVES -SECTION I! 19DE
/'APY !1F dDPRnVdI m rnlNi} nF r~ arrr~i. i• • a a~ aa~ sea • f i ¦ a w I/ A A I 1/ / A/ A 1 1
S'UMMtztfL. rN 5 U&FV l V 15l UlV
8. 20' X 50' X 6" THICK COARSE AGGREGATE STONE PAD TO BE CLAYTON TOWNSHIP, JOHNSTON COUNTY, NORTH CAROLINA
PROVIDED AT CONSTRUCTION ENTRANCE.
SURVEY :*79:: DRAFT AR SCALE DRAWING NO. PROJECT NO. SHEET
• nr*lzl _ Kmiw 1-100' W-2853 E 24121 3 3 rWrr,

4.5' X 6'X22" THK 4.5' X 6'X22" 1HK. 7.5' X 10' X 22" THK.
• 4 AV- CLASS B R! RAP } 4 IN-CLASS B R1P RAP t1 1N-CIASSI B R!P RAP X 22" THK. .5' X f0' X 2?" TH1G ISSI B R!P RAP 11 TN-CLASS B RlP RAP ~ ~ /
WTTH FlL1ER CLO W1lH RL1ER CLOTH W1TH FlL1ER r~01H ER f201H WITH FlLlER CLOTH
UNDERUNER UNDERUNER ER UNDERL1NETi ~ ~ , Erosion Control Measures•
/e ~ ~ _ / 1. Al! work will be done In accordance with NCDENR., LAND QUALITY SECTION
h/ X RIDGE No land disturbing activity beyond that required
PLAT O~K 17, PAGE 109 ~ to Install the appropriate erosion control measures may proceed anti! measures ore approved by the N N .
M 2. Contractor shall Install construction entrances, silt fences, sediment basins ~ a ~ ~o, and diversion basins prior to preceding with clearing/grubbing and grading
r~+Flor? _ S 89715" E r ela - 1 151~i ,t:: ' orations Rock inlet Sediment Tro s and Pi a Inlet
m:..... J P otection shall be laced around a!! drains a structures to collect surface ~ ~ P g a r dual rate. A!! 4 ~ runoff and control siltation and release water at g a
• T.:::':::::::::::. ..::.1•:::.... ~ I r"a~:. ::r,e:.° :::::::::::::.:~.:::i!::i:i: 'ri::•::'i}.'::.r: / .,S.::r.:.::°:::::.':::ir.:, \ /:::.1' ."ix~:`}ii(~ \ \ / F::::.°r r..,.;'i:•::; ^ ,,.r.,;a.;.;-:a*l~y C..r . ;.:.r. 2: ~ ,.:.x.:::::: / ~ ::::°\w ` ~ 1 : ,1 \ Z f 1g1 t ~ .::,/.'.......~:::•irrl::•r:~:~::°i ~::r:r:'L ...v,.i,.....,~, •,°r.:.r•.::.,:' \ ~ + ~ ~ , easements outside the parking lot where storm pipes ore Installed
C, ~ .rw.... ' ' , ~ 1 w!!1 be roded, seeded and mulched. + _
4 . 1. ,.....a....~ r . i ..................r..r.:-"~' r ..~:•:.....'....,.M~:!!!~ Sii::~'ri•'ri~'.. .......::::::c.^xG:c \ 1 \ ~ 4 i ~•1~'r.:xC-a. .r~%~x-:c r.. :>:'~i:i:. :::a::.c.::.~:•,:i~:~:icii':.l' ~ _ 1 \ ' t~~ ; ,tee' _ , ~ t ~ ~ ter;-'~ ' - ~ 3 Streets shall have stone bole placed on them for
ZZ i ~ , .:5 .:.:~F._ C . t ~~:i'}::;r::~ ~ ~ \,.~....::.:~::r.:X?:\ \ ~ ~ b _ 1 1 1~ 1 \ + + ~ ,,e~'.~ ~ ~ s stablilzotion and shoulders shall be seeded to stabilize the
\ ~d~•~Ap~- \ I ....~~i,'~'~NY 5;::\~'...:::: .fir-".. y, \ \ 1 1 ~ ,.rtes:. ~ ~ _ ~ ~ * e soli. Seed bed preparation shall be conducted according to North ~ - is ar , 'r~ ~ Carolina Department o/ Tron ortotlon Standard Speclflcations for
f / / P \ \ 1. ~ ' .......1: - ~ Roads and Structures (D.O.T.. The ground surface shall be
~ r.. % mac- \ ~ , \ \ ..'..T .r - - - + ' t~s--~ ' clued of sfum ston root cable wire rode stake and .r ~ ~ Ps, es, s, ~ , 9 ~
~ ~ _ ~ Y \ ~ ` ' ? + df other materials that mJ hf hinder r er radln tAla - ~ r.>;a. i ~ 9 P oP 9 9~ 9~ - ~ seedln a subs uent maintenance erations Grades on the area
, 1` ~ T ap. De seeded shall be mainfalned In a true and even sand t on.
BO T-f7S27 i i.Air t A1. \ i ^ ~ \ \ .l 1• 1Faa__,, ~ ~ , ~s ~ SEDIMEN ~ p Maintenance shall Include on necessar r airs fo revlousl • 1~' / Y Y eP P Y ~ • ~ _ 'T - ~r \ . ~ i graded areas. AI! graded areas shall be thoroughly tilled to a
1 WV •iQ132 iz rr rrr r i~~.- ~ ,pr \~ILI ~ \ , y„ ^c\ ~ \ r l^~,\\\ 1,: ^-~~ia:'lkr.: ~r ^ \ - psi:;::: r r/~rrr r?. ~ ^J i ~ ~"7\ ~I1ir-^\\11 \4 : .....•~':4.~..•. _x '•'"`~r`.:. _ ~ _ ~ t~ / depth of at least four (4) Inches by plowing, d/sking, harrowing,
. „ • ~ ~ / or other roved methods until the condition of the sari is r ;~;.-;~:.--.....~:.°k..• _ _ ~ - x,66 acceptable. On sites where sal! condltlons ore such that high
~•:i 01Y.M•iLE.60 J ,,rr .:.r \ ~ I \ • \ \\1\I $ \'1 i::..::. '.'.•"~:ia ` ` ~ ~ • ~ ~ / Q~' cloy content and excessive compaction souse difficulty In getting
\ \ .-r ~ \ ' \ \ _ \ h',, \ \ ` \y'~\.\ ' +.1 4 111 1, . t f.;.; _ ~ - ~ ~ / • clods and (amps effectively pulverized, the Contractor shall use • • - , n~'~'e , ~ , ~ ~ ~ the rotary t11loge machinery unb7 the mLring of the so11 Is
, ' 'err ~ i \ \ j \ ~ \ \ \ \ ? t .~1 1,~ v 1 _ . . ,mot ~ ~ , ~ ~ ~ acceptable and no clods or clam s remain larger than 1 1/2 Inches
~ THE N USE SUBDMSON r • ~ 11 \ ~ '•,•,4ti ~ ~ ' ~ ~rP ° Jn diameter. A film and compact seed bed Is required and after t. Boa
3.50 PG. 1 ~ \ , \ \ 18 \ \ v. 3 ti:•.' ~ ~ \ e~ ' 114 with a land r \ + a; _ ~r , • ..r,~.y. erng graded, the seed bed shall be lightly compacted + , s ~ t{{ / roller, such as a cult! acker, before and after seed! .
' - ! ' - - / Limestone shall be dolomJt)c a rlculture round limestone 9 9 ti _ ...r '
/ ~ ~ ~ ~ ~ ~ ;v ~ ~v ~ v V 11 1 ~ X11 p¢ I A s vv , O~ek ( ~ `.y t 1a , \ \ 1 ~ \111 1 „ + , ~ • J{ ~ , t r.::: ~ contalning not less than 10 percent magnesium oxides Lime shall d ~ - . y,, ` ~ "~:'ti.:' + ' ~ ~ • be unlforml a lied at the rate of 2 tons er acre. Fertiizer Y PP P
IIMlaRAt1 ' I \ \ - \ ~ \ 1 M 1 1\L~,-,il~ \ \ \ ~ 1 1 \ i ' ' ` • • 4 1 : ; ~ :a~: ~ ~ • shall be uniform! lied at a rote of 500 ounds er acre of
x +,r•--.,^r.-1n01flMf' ! i. \ 4 1 ~ 1 1''. 1 ' ~ \\~...,~~hOOIyR :I ~ - YINIMN~ + \ AV \ 1 I 1 1 1 1 1i 1 A v . ~ ~ ~ ~ r 20-20 analysis The fertAuer shall be Incorporated Into the , ~ J ri. ~s T r i1•.. Q~•• upper three or lour Inches of prepared seed bed just prior to the
! 1 _ ~ p \ i s-,~,1. ~ ~ •~-h ` I" \ " ~ \ 2 \ 16 1 t 'il t 1 1 ~ 1 1 I \ \ 1 r ;/?*F , ! { rftr.:::~ lost tills e o oration, but !n no core shall !t be a Iled more • .::::.i.: ( ~ 9 P PP
\ .,1-' l 1 ~ _ c: rr:.:::::.J ~ than three dogs error to seeding. Fertizer shall be used ~ . 1 . 1........ .
- - \ \ ~ - 1 1" ~ ~ \ _ tf J J ~ / Immediately offer delivery or stored In a manner that will not > _ ~ : ~•i; ~ permit !t to harden or destroy !ts effectiveness. 1 ,r ~
0
.r I vr. v ~ _ V 1 . When h roseedrn ur ment rs used for seedin , ~9?~, ~ ~ 1'd 9e4 P 9 tzar • *,,ti~;~ ~g~,`~ ,r.:C. ~ shall be spelled simultaneously with seed, using the above rates
$ $ ~ ~ ` . ~ of a Ilcotlon. Seed shall be certJfled seed or a uivalent based _ ,
- / on North Carollno Seed Improvement Association requfrements for r ~ y`:. `'~e~a ~ ~ ~ ~~r rr R:~ r r ~u ~ / cert!(lcation. Al! seed shall be famished !n sealed standard
11~ ~ ' \ ~ 1 \ \ 3 1 it 1 \ \ , \ \ \ \ \ ~ \ '"k ~ ~ ~ ,r< • ~ ,,.y.i r r•.: X 8 X 22 K. • • . \ containers Seed which has become wet, moldy, or otherwise
~ ~ ~ ~ + . , . ~-,,-A, ~ 7 TlV-C1ASS R1P RAP dams ed riot to seedln will not be acce table. Seedln shall ` s ,k \ . ~ `1~t ~ . `~x t . . i+.r' ~ WITH FILTER OIH ~ 9 P 9 P 9
\ \ \ \ ~ ~ , ~ ;,,~~1 be accomplished with hand planters, power-drawn planters hand ~ ~ + + t.:::.::::::: '1 / UNDERLlNET;' ~ ~ ~ ~ + , ~ ~ E::~`:;:. r ackers or h roseedln u! moot of the follow/n rates:
1••/ I ~ ~f\ \ \ \ \ \ \ / ~ \ \ \ \ 1 ~ ° \I ~1 \ ~ ~ ~ 1111 I + + G. ~ y l
_ ~ ;r'~ i~.>? Seed Bed Pre oration (Offs/te drainage easements and shoulders ' ~ ~ ,
k: on public streets): T ~ " . 1 ~ 4 iN-CLASS B R!P RAP
~ , i ~ ~ SIN w J ~ / WITH FlLTER CLOTH Lime - 2 tons per acre SIN wo
y l`/ ~ 1 \ \ \ ` ~ \ \ ? \ \ \ l \ \ - \ \ \ 'x"04' \ \ \ > \ ~ ~ UNDERUNER Fertilizer 10-20-20 - 500 ounds er acre ,
V ~ \ \ ` L `C, ~ ~ O • A-.. . 1 ~ • 1 ` ~ Seedin Mixture:
\ \ \ , ~ ; , + t i , 1 ( Jonuor 1 -March 31
+ , 1 ~ , , , ~ ~ c l Y ) t I ~ ' I 1 I ~ l l ~ '1 Com on Bermuda toss unhu!!ed - 20 ounds er acre ~t I tl , ~ 9 ( ) P P
a1a nfal ra,~,, afar \ \ \ \ \ \ \ _ •,4 + ~ ~ \ 1 1 m aaim rdroa \ °4 + + t 'I ~ ' . ! ' ~ ' ~ i I R rain - 25 ounds er acre . ~ + . r ose
v v v , V, 1• 1'. ~ ~ IN A11wAMit ~ WMr~74n(p \ A 1 ~ \ i V ` V 1 A~ + 1 ~ ~ \ ` + ' ' ~ : (April 1 -July 31)
I - i~, r ~ I r i ~ ~ f. r ~ um t r'.. `.r ~ r ' / ~ ~ r rl rr{i I ~ ~ Common bermudograss (halted - 15 pounds per acre
~ \V A v A\ \V ~ \ ~ gyp, ~-.~~~V..~~ 1 ~ 1 1 Bf 1 ' I I 1+ I~ ~ r a i i : ~ ! r r / w.,...•°,r~ ~ Weeping Lovegrass - 5 pounds per acre
~p \ \ 1 ~ k \ e \ 1 1 i 1 1 I , r, ~ ~ ~ ~ ~ ~ i yr~ ~ Centipede 8 pounds per acre I r ~o ~ ; ~ ~ y6Q , r r . . ~
I eo r.•.- r ~ i i; ~ ,64 . ~ I L:.•';.::.Zf:~f.ii:i:iii( - I r i i ; ~6%, , , , r :::•F~ ~ / August 1 December 31
' r ~ i : 1 ~'i ' J' Common Bermuda ~ , ~ , J:::::- ~z:..:~,:.;:;;;;;:: grass (unhulled) 15 pounds per acre
\ \ \ \ \ ` i „r r ! ' - e'~ i ' i'L:4:~::~r:r:;i ` Tall fescue - 120 ounds er acre
• ~-f'•-"~'I . I ts•(~• , r r ~r riiif r ~'r...... Centipede - 8 pounds per acre
__~J- L _ _ - J Cikm~bLe~ur~alnl ~t : ! \ y I ? I 1 , ~G'~rry~r N ~ Seed Bed Protection:
- fan wl~lc/ \ \ _ ` ! \ ~1! \ \ \ Na + - I 1 I I f. . I 1°~u,r 1'i f
~ \ \ I , . I t°° r i~ ' c~ie r { ~ ' ~ .Y , •,r.:. Straw Mulch - 2 tons er acre visual + I , I r { i I a ;;i Asphalt Tock - 0.03 gaNans per square yard
LEGEND - . ~ \ . , ; I I ' ~ 1 I I I : I ~ I ..1 + I . 1 (C11 I I , . - I i II I r. . I I~~ ,y , J: of r { r
, : -"M°y,.: 1N \ 1 1 1.._ 4 j_ I I I I I ! ! rl + f~ I I I ' ' ~ ~ ~ ~ ` ' CHORDS ALONG VVILLEIS BRANCH r ~j r r i ~ l i ~ , i ~.a 11 >N-CLASS B R1P RAP 4. Seed or otherwise rovlde round cover devices or structures J A .t r I f ~ti. W1TH FlLlER OIH ~ UNE BEARING DISTANCE sufficient to restrain erosion for all exposed slopes with/n t5
PROPOSED EXlSANG - ~ en~r~ w I 1 I I 1.- i _ I + I li fIM 1 I I •Y ~ s:::l::: ; UNDERLINER L1 5215238 W 104.11 working days or 30 calendar days of completion of any phase
I.. EDGE Of PAVEMENT ' ~ _ I I I 1 I I + A ..t_.. + ~ O r r r 1 • ' r' r r + +•:;;;c;~•::; r:. / L2 S5870'35'W 1629? of grading. ...i_ I i,, ~ I rr• r..
{ .I r,, . °I ~ ...1:~..::.. f..::::1 L3 57.24 ~ r { r r ~ .t.:.:.:~ S243857"E 5 All erosion and sedimentation control devices shall be
~ \ - I I J 1 i STORM SEWER PIPE . r f.....;• / L4 S23~840 E 8,73 Jns acted by the Contractor after ead? rainfall. When I I r r~r• :.;::}a;~::~::::1~..`,.,::::~:. awnaao~a,wu,c P c ds'n
CATCH BASIN OR ~ ~ I r i r . •;..,~.i a.::..*.::....~ aaauraaw L5 5583840 W 119.03 inspection reveals the trop to be soda ed to 50~ of erg r 4•. t f r r' i ~ l 137.98 capacity or the device to be deficient in its intended L8 S424029 E
DROP INIFT c .`~10, r ~ L7 purpose such as fabric deterioration /or silt fences the / S82~702 W Contractor shall restore the dedce to its original
~e ` ` \ ' n , , oQO, ~ • MANHOLE Q ~e/A , n;::::::; ~ L8 S191T8'12"W 108.37 condition. 0
(S , - .R _ / L9 S8T45'09"W 187.50 ~ I
SAN. SEVER P1Pf r~ 2) PIJBUp Rey) ` ~ ~ , L10 SO4~9'17"W 148.23 8. All erosion and sedimentation control devices shall rem ~ _ ~ ~ - _ fn place and be mainta/ned by the Contractor until all 1 ~ ~Q(J~
WATER MAIN 4.5' X 9' X "Y'~ ~ seedln is established and construction areas have been g
AND VALVE _..DQ..,._..: e tN, 2? ~K. enc ar ~~F/l ~9R/P stabilized. OfrNR . VJA'(F.R QUALITY
UNO~ ~fiP CyO RAP HYDRANT TOP OF EXISTING UN£R WETLANDS ANO STORMHATER
FIRE HYDRANT Zo X C 50 X 6`
FIRE HYDRANT ~iVS1RU STO Ass£Mecr ELEI/.244.76 cn~l NE
~~AN ~ NGVD 29 CONTOUR ss ~ Pro sad Pro act The Orchards -Section 1
the project consists of constructing slaty flue residential subdivision lots, assocloted street extensions with storm sewer, water and sanitary sewer mains.
X~ ELEVAAON +188.75
WOODS UNF J. Construction and implemenfatlan of appropriate 4 Weeks
TYPICAL LOT SIZE = 90' X 120' sedimentation and erosion contra! measures
Z. Clearing and Grubbing Operations 3 Weeks
wEnANDS NUMBER OF LOTS = 65
Erosion And Sedimentation Control Prov~sions~ 310n8~ Tem ores Sediment Basin Construction Schedule ,3 Construction of Storm Drainage Focilifies 8 Weeks
RIPARIAN BUFFER i. ROCK INLET SEDIMENT TRAP TO BE INSTALLED AROUND EACH CATCH BASIN
N01E AND DROP INLET AND ALL LOCAAONS INDICATED ON PLANS CATCH BASIN 1. INSTALL TEMPORARY ,SEDIMENT BA57NS TO DESIGN GRADES PRIOR TO 4. Rough Grading Site 3 Weeks MASS GRADING FOR THE FOLLOWING TEMPORARY SEDIMENT BASINS: 5. Installation of Wafer and Sanitary Sewer 20 Weeks
INFORMAAON ON UNDERGROUND UAUAES WAS ASSEMBLED FROM VARIOUS SOURCES SURVEYOR NOR fNgNEFR D/D NOT DO ANY 2. AREAS TO BE PERMANENRY SEEDED INCLUDE STREET (A.) TEMPORARY SEDIMENT BASIN N0. 5 -THE ORCHARDS
DIGGING OR P0IHOUNG TO LOCATE EXIST, UNDERGROUND UAUAES SHOULDERS DRAINAGE EASEMENTS (B.) TEMPORARY SEDIMENT BASIN N0. 8 -THE GROVES 6. Placement of Stone Base 3 Weeks
(HORIZONTALLY OR VERACALLY). ENr~NEER IS NOT RESPONSIBLE AND ALL DISTURBED AREAS
FOR ANY CONFUCIS BETWEEN EXISANG UAUAES AND PROPOSED 3. STOCKPILE TOPSOIL FOR USE IN BUILDING SHOULDERS AND LANDSCAPING NOSCAPING ALL O1HER TEMPORARY SEDIMENT BASINS SHOULD HAVE BEEN 1NSTALLED DURING 7. Fine Grading Streets 2 Weeks PHASE ! OF 1NE EROSION AND SEDIMENTAAON CONTROL PLAN/MASS GRADING Pl.AN.
UAUAES/SERVICE TAPS 4, ALL R!P RAP SHALL BE C1ASS B W1lN FlL1FR CLOTH 8. Seeding & Mulching 1 Week
UNDERUNER, AND SHALL BE JNSTALLED !N THE QUANATY AND LOCAAON INDICATED ON PLAN. 2. AS ROUGH GRADING Of STREETS AND INSTALLATION OF STORM SEWER BEG1N~ TEMPORARY 15' NDPE PIPE SHALL BE INSTALLED FOR 1NE FOLLOWING 9. Placement of Asphalt Surface Course 1 Week
5. ADDIAONAL EROSION CONTROL MEASURES SHALL BE TEMPORARY SED/MENT BASINS' first tiff to be completed as soon os possible.
INSTALLED AS REQUIRED BY CITY ENGINEER. A.) TEMPORARY SEDIMENT BASIN N0. 2 -THE ORCHARDS Second 1!ft to be completed of substantial buUd out. (
6. MINIMIZE CLEARING (B.) TEMPORARY SEDIMENT BAS1N N0. 2 -THE GROVES Several of the !tams listed above may be constructed simultaneously.
7, NO PERSON SHALL INIAAlE LAND DISTURBING ACAVITY PR10R TO i' TO An antklpated time schedule of 8 months Is expected for this protect.
RECEIPT OF NCDENR EROSION CONTROL PLAN APPROVAL. PROVIDE OVIDE ,3 ALL O1HER TEMPORARY SEDIMENT BASINS SHOULD BE EXlS7)NG AND SHALL 8E Rfl?SED BY COtVSIRUCIING ]HAT POR1)ON OF THE PERMANENT STORM SEWER
COPY OF APPROVAL TO TOWN OF CLAYTON. FROM POINT A TO POINT B. (NOTE: POINT B !S WHERE THE P1PE ENTERS
8. 20' X 50' X 6" THICK COARSE AGGREGATE STONE PAD TO BE 2" 5-958 ASPHALT FRONDED AT CONSlRUCAON ENTRANCE. E TEMPORARY SEDIMENT BASIN).
SURFACE COURSE 4.1NSPECT AND MAINTAIN TNf TEMPORARY SEDIMENT BASINS DURING CONSIRUC110N l ~ Engineers
9. SEED OR OTHERWISE PROVIDE GROUND COVER DEVICES OR S1RUCIURFS SUFFl'CIENT lO RESTRAIN EROSION fOR ALL EXPOSED SLAPES WITHIN CAROB t'"i Planners i1RUCTURES AND REMOVE SEDIMETT FROM THE BASINS AS NEEDED p~,..••••••.. ESSI ~ - Surveyors S WITHIN
' 15 WORKING DAY5 OR 30 CALENDAR DA Y5 OF COMPLEAON OF ANY OF ANY 5. CONSTRUCT THE WALKING ]RAIL, RAISED BOARDWALKS ALONG WALKING TRA1L AND ? : Q~ 's & Associates, Inc.
o s' PHASE ~ GRADING R1P RAP APRONS BENEATH BOARDWALKS SEAL since tsts ~3Q55 107 East Second Street 8410 Falls of Neuse Road, Suite D
Bu~FER t 0. CONTRACTOR SHALL INSPECT AND MAINTAIN AS NEEDED ALL EROSION --1 4' 6. UPON COMPLETION OF 7HE CONSIRUCAON AND STABIUZAlION OF EACH SEC1)ON OF .%p ~ Greenville, NC 27858 [phone] Raleigh, NC 27615 [phone] q~ SUMMERIYN SUBDIVISION REiNOVE THE SEDIMENT FROM THE SEDIMENT BASINS A FINAL ~•.~i
CONTROL OENCFS ON A WEEKLY BASIS AND AFTER EACH MAJOR 6" CABC STORM EVENT. FAILURE TO KfEP ALL EROSION CONTROL DEVICES 1N TIME. REiNOVE THE 1EMPORARY OUTLET SIRUGTURES AND 1EMPORARY 15" HDPE P1PE~ ~ ~ ACES 1N i~ ~ ~ CTC SUMMERLYN DEVELOPMENT, LLC
~EJpST. 11PICAL SECAON PROPER WORKING ORDER MAY RESULT 1N A STOP WORK ORDER OR TE7~ oR r vE 7. COMPLETE THE INSTAlL4TI0N OF THE PERMANENT STORM DRAINAGE PIPE FROM
GRADE 8' WALKING 1RAlL CIV1L PENALAES UP TO ,f5000.00 PER DAY OF VIOLAAON. w POINT B TO THE FES fOR EACH OUTLET P1PE AND FINISH 1NSTALLAAON ~ R1P RAP APRON. ~ ~ THE ORCHARDS -SECTION ~
NOT- ?1. IUMV Mr "ATlun? Kt.3tnvto IML NIUMI lU Mt- WINt AMMMUMU uNAL 8 INSTALL RIP RAP APRON PER CONSTRUCAON PLANS AT THE FES FOR EACH OUTLET PIPE.
TOPS OF MANHOLES LOCATED IN WALKING TRAIL EROSION CONTROL MEASURES SHOULD THE PLAN OR ITS SUMMERL YN SUBDIVISION
TO MATCH CROSS SLOPE OF TRAIL. IMPLEMENTATION PROVE TO BE INADEQUATE 9. FILL EACH TEMPORARY SEDIMENT BASIN WITH SELECT BACKRLL TO FINAL DESIGN GRADES ATE o 3 G T 04 CLAYTON TOWNSHIP, JOHNSTON COUNTY, NORTH CAROLINA COMPACT SELECT BACKRLL IN 1 FOOT UFTS COMPACT TOP 12" AT 10OX MAXIMUM DENSITY
12 INSTALL PIPE INLET PROTECTION AT ALL PIPE INLETS. EACH LAYER OF BACKRLL BELOW TOP 12" SHALL BE COMPACTED 95X MAXIMUM DENSITY SURVEY DRAFT SCALE DRAWING NO. PROJECT NO. SHEET
AS DETERMINED BY AS1M D698. SEED/MULCH D/SNRBED AREA. ~ AR DESIGN -Ov JDV 11-100, W-2853-E 24121 1 3

. ~ Erosion Control Measures: 4.5 X ti X 22 IHK. ar
4.5' X 6'X22" 1HK. 6' X 12'X22" 1HK. 20' X 50' X 6' S1~W 4 7N-aASS B RIP RAP f0 IN-CLASS 8 RIP RAP q~y~C~ K 50' X 6' S1i~IfE 4 1N-CLASS B RIP RAP TOP aF EX~SlING 1. All work will be done !n accordance with NCDENR i1R1/CT1QN ENTRANI~E W41H FILTER CLOTH FIRE HYDRANT No loud disturbing activity beyond that required
WITH f1lTER aOIH Wl1H f1LTER a01H UNDERIJNER 256 42 fo Instal! the appropriate erosion control measures may
\ ~ UNDERUNER UNDERUNER I`• NGWD 29 proceed untq measures ore approved by the State of North Carolina.
\ r ~ \ , \ derv ~Ltpval Road
a ~ ~ 2 Contractor shall install construction entrances, silt fences, sedimen# basins
~t ~I 1 I ~ ~ ti i - , sea i - - and diversion basins prior to preceding with clearing/grubbing and grading ~ _ atlons. Rock Inlet Sediment Tra s and PI a inlet
' ' " 1-~~ _ ~ lac around all drafna a stroctures to collect surface r F---•--- \ Protection shall be ed
, ~ ~ ~ " S~I'I. SEMEIl Fgt(~E WIM1'\ C 1 \ \ Nr`Ams. • - POST. I I \ ~ ~ _ - - - ~ `"`~"L•-t P on and release water at a radual rote. All _ _ _ r 1-- - _ runoff and control sptot! g - L - ~ - _ easements outside the parking lot where storm pipes ore installed
t I : kip:.:.... - ~ - _ _ - ~ will be graded seeded and mulched.
- ri - _ r ~ Z
- r i ,
rt .......1 ~ \ ~ \O \ \ \ .1 . t...... ~ \ ` / r , ~ -N 3. Streets shall hove stone base placed on them for , , ~ o stabilization and shoulders steal! be seeded to stabilize the
n , fa ~ i zz sal Seed bed preparation shall be conducted according to North
I I / :1:1.1:.:::: I \ ' \ \ \ ~ arnn ~ ; ' { s •n m ` ~ ' i ~ ~ Carolina De ent of Tron ortatlon Standard eclflcotlons for ~plpl? f0/fMa ~i 14 ~ , ~ / ,i partm Sp ~"p° Roods and Structures (D.O.T.. ]he ground surtace shall be p' ~ rMC f~a , , / , ~ i
I l.•••• i µ , 1 t iA i ~ i o ~AIrMIG?Wl~ ~ O , ~ ~ . , , \ C cleared of stumps, stones; roots, cables, wire, grade staked and
I - , ofa ~ r ~ ' < , ~ I ' ' / / , ~ \ her materials that ml ht hinder r er radin tJUa e ' 1s '%q ' seeding oI subsequent maintenance operations. Grades on the area
- - it _.....y~. \ 1 t \ ~ ;.a r.. _ ~ ~ ~ ® ~ ` -i / i a. ' ' / / : t to be seeded shall be maintained in a true and even condition.
.}.l....S,' SIN \ 1 1 \ ~ _ _ - ~ 1s ~ ~ f ' ~ ~ / , Mointenonce shall include an necessar r airs to reviousl O ; \ i / Y Y eP P Y
=I ctry:•:~ •a:: ~ ~ trl t t 1. Lltl~l!?lr" ~-r - l ,:.}.a•r / 1 1 •„t 1 t ~=rte r -r a ' ' ~ ~ r ' f ~ m . t ~ raded areas. All raded areas shall be thorou hl tAled to 0 - ~ ; i ` ~ ~ t ; ` \ depth of at least four (4) Inches by plowing, disking, honowrng,
I •4 ~ . ~ ra•rar ,p , ~ / ~ ~ ' ~ or other a roved methods until the condition of the saT is
_ _ ~ aoreurwrK r ~ ~ , ~ ; \ acceptable. On sites where salt conditions are such that high ® f7 ~r \ r ~ ~ ; , ~,.W_ ~ti cloy content and excessive compaction cause difficulty n ge ng
I - ,s,•• / ~ clods and lumps effecti?reJy pulverized, the Contractor shall use r - / i ,
' ~ - . ~i - ~ ~ ; ~ the rotary tillage machinery untA the mixing of the loll !s _ . - T ~ ~ / ~ Y„' , - \ ~ acceptable and no clods or clumps remain larger than 1 1/2 inches
I r a:~r'f•.t + s t ~4' sl i I i~'N,aa 'rrnr"tJ ® ® ice- ~ , ' _ Q , ~ / a ' ; in diameter. A Ilan and compact seed bed fs required and after - , s
NK N•!1 ou? } \ t ! / / \ \ i,pl tt ,i 1 ~ ~~~t ~ : ~ t 'r -4 - i ~ t t - _ NKN•aN I , ttr,J 1 t t j' \ , ~ ® ; $ ® ~ t.... _ - ~-.r, ' ~ , l i _ ~ ,v, e ~ v, ~ r j ,i , +a ~x\ , v. being graded, the seed bed shall be lightly compacted with o land ` ~ ~ ~ / ~ ~ ~ ~ / ~ - roller, such as a cultlpacker, before and after seeding. _
7.5 10 X 22 THK. I . ' tNl t • t ; \ . i . v- - ! i 11 >N CLASS B RIP RAP i N \ ~ t r t i \ ~ _ . • ~ ~ - ' ~ ; ~ ' I ~ ~ 'a? ~ i Llmesta?e shah be dolanitlc o riculture round limestone ~ 9 9
. WITH TER a0fl! ~ vvq 1 ~ t t ; t v ~ - - IEMPORARY \t tl' t 9 t~ t ~ ~ ,r \ ~ _ - L ~ r • /A ~ / ~ ~ ~ i~ / contarnln not less than 10 ercent ma neslum oxide. Lime shop / ' ~ ~ , ~ \ be unlforml a lied at the rate of 2 tons er acre. Fertgizer
SEDIMENT ~ \ , , • , \ ; , „ _ - , r i" , ,l, ~ shall be unifaml a lied of a rate of 500 ounds er acre of
BASIN N0. 6 i t \ t ` t~'+ Nt ~ + ` tt \ " __l~ ` a r` ' ' r r ` f ' 1 i ~ 10-20-20 analysts. The fertilizer shall be incorporated Info the r f J t t I r ~ i) j r\ ~ t \ PP P P JU P
, ~ ~ / + u er three or four inches of re ared seed bed st rlor to the ~ ~ 1 1 t ~ ~ x r lost tillo e o eration but In no case shall !t be a lied more
6 8X22 THK. t ~u'~ ~ wr~ ` CALLS ALONG SOUTH R W OF SR 1902 , ~ t 1• ~ - - ~ _ ~'L ~ ~ / CQ r t \ \°s~ ~ 1 ~ than three da rior to seedin . FertrTizer shall be used
7 CLASS 8 RIP RAP ~ ~ . _ ~ - _ UNE BEARING DISTANCE INTH LTER ao1H , I , ? ~ ~ ' „ ` ~ ; • r + ' r ' + i ~ r r/ it \ ` immedlotel after delivrer• or stored !n a manner that will not ~ - ~ ` ~ . i + f ~r r ~"fa p / , y% t , \ , permit It to harden or destroy Its effectiveness. ti ( •~r
• 13333 UND NER ~t t,_r ::•:1:•:} ~ _ L62 56646 47 E ,•;r.; n , N ' r-.--~--- '
S76'45'13"f 105.47 1' ~f , t saa\ ; ac , ~ w - _N°~ e~ ~ L63 ~ " rrw's"~' .r . t; "~,++arl ~ ' . +MC~, ~ _ waur - ~ ` g 1 ~ r • f I t t I r r f r t rte /~„er,,l r 7s , \ When hydroseeding equipment Is used for seeding, fertilizer ~ ' ~ '~i~b. • ~ ~ r r + + + ' r + K 11 1 1 shall be a plied simultaneously with seed, using the above rates
L64 S8T4055 E 104.11 ov10 . ~ !!~.pagl~ 4 ~ 11 ~ r r I) r 1'" t P ~ ' f r + i- t r''~ ti w 1 1 of oppllcotion. Seed shall be certified seed or equivalent based
N8T3629'~ 1 _ ; ~ r3'BAf1- r>~. ` 165 6583 ,Ma,:n a t \ . (p' :N•rwW _.1 "'"'v 1 ~ ~ / , r t I I I i I t ~?1 ,tl I C ~ O~ w/+' n+N arollno Seed Im rovement Association re ulremenfs for / , . ~ I i I i i f r r ~ ; I 1 ~~nr`~"' - on North C P q
L66 N86"52'17"E 100.26 NI{N.N~UJ v ~ ....I \ ~ .I I! +I ` L67 N86"J423'~ 10t~30 w : ` \ h` I\ \ ® -su---'i ~ ,-r-C~ I; ~ I , ~ i ~ + e 1 teed In sealed standard ~ i i r r r ~ ,w 1 certification. All seed shall be fum s ~ ~ ~ ! ' , I r / ~ ~ y- ll~ ~'~pM + containers. Seed which has become wet, moldy, a' otherwise
N853347E 100.13 I \ \ ! , ®i ~ I - - _ L68 ~ _ /./~I ~ / ' ~ ~ ~Q• s I~ r 1rl', ' damaged prior to seeding will not be acceptable. Seeding shah
• L69 N86Y19'05"E 60.71 \ , ~ ~ . ~ j , I ~ t ' ~ _ . be accomplished with hand planters, power-drawn planters, hand ~ ~ ~~x std ~ I i ; + ~ ~yN ~ packers, or hydroseeding equipment at the fopowing rotes:
I ~ _ ~ ~ . ter,,.--_.,,-..-;I ~ a
. / ~ ~ ~ ~ it - ~6 •'ti ~ ~ -„4~~+ - . i t.. r 1 , Seed Bed Pre oration (Offsite drainage easements and shoulders ti. ~ ~ ~ s r r I P
CHORDS ALONG GULLEY MILL CREEK, , , _ „ , - ; I ~ , ® ® ~ ~ y ~ on public streets): ~ W
WILLETS BRANCH AND MIRY BRANCH - ,I I ~ _ ® -1 - ` _ _ t- _ 1 r r ~ • ~ 7.5 X 10X22 THK. ' ~ '~acea. - ~ .era w r 1 :-r I~ t ~i j ~ 11 iN-CLASS B RIP RAP Llme - 2 tons per acre •!r z ~ ~ i' ~ t ~ r i ~ WITH FILTER CL01H fertilizer (f0-20-20) - 500 pounds per acre
LINE BEARING DISTANCE I ~ ` . ~ ~r
L27 S48'16 56 W 9,3 73 ~ - ,l~lai ar*I ~ ~ a~ ..1....... \ Ir0 ~ \ ` ``~l 'l ( r ne ~ I I I f ( , \ UNDERLWER ~ ~ , i ; ~ r + f + I ~ t , Beading Mixture:
128 N667611 W 86,52 ` T-~- - I - c L29 S80ti4 46 W 86.30 i ' • . ' ~ ~ . ® I ..i- ~ 0 ~ ! yNt W, ~ r I 1 1 I ! r ~ \ ~ r qr, 07 / , i + If t r I \ \ Januar 1 -March 31
L30 82.64 cu»wo ,anv I ` ' , ~ ..,i~ S441~2 37 W i ~ ` >a I ' ~ F~"°° f r ~ i I li + i + ` \C Common Bermuda toss unhu!!ed - 20 ounds er acre
L31 S86'O1'07"W 136.89 NMpI .MUU.- ~ ~ ~ v, - NK N \ . 'r ti 1 i mow. '!q '.~t`lrip~yr-~ : I ~ ~ • ~ W\ . ? / i I i / r ~ f ~ Rye (groin) - 25 pounds per acre
132 N8675'41 "W 32.09 ~ ~ ~ ~ ~ 1t.~ ,u,,~ ~ ~ _ - ' ~ . r ti;~:\... ~ ''`L„ _ O{ An IOi.l D[ Aq ll '°a - - r ~ / / I ' r \ A rn 1 -Jul 3i
L33 S207823 W 86.15 ........t..a... -~-r...~ I ® h ~ t ~l j ~ ~ ~ ' - ~ / r + I i I f \ \ Common bermudagrass (hulled - 15 pounds per acre
L34 N73~T13 W 56.15 crpsNlr~~?' * " ~ ~ ' . L35 N05~'1'56'W 5952 ~ x ~ ' . ` ;1 , ~+r : ~ _ .+r- - • ~ •F. ,ar' ' . ~ ~ /1 ~ ; f ~ f I \ \ Weeping Lovegross 5 pounds per acre : a •u
w-ter r? ~ _ ur 136 N8671'54"W 98.19 NYNR.ld1At • ~'~-h ~ +~i, ~ ____nr- - r- - N ` NKN lAi7r .Irx:•. \...:..r \ r,l I ~ - ` K ~ ~ '°'"~+r `l j _ ' 1 1~ f I i + I \ Centipede - 8 pounds per acre ` iT , t y ~ I I I \ ' _ v~' ~ ~ 1 , + I i OF DISTURBED AREA
. . NKN~lOtar X \ \ t I ~ - b•ti~... ? ~ i37 N213544"~ 85.87 / ~ t tt -'pr' ~ y , ` i' ,J / 1 i' I 1 I I . (August 1 -December 31)
~ - 138 N44'2654 W 5.306 W ~ f''~ ri.x"' \ ~ 1 t \ 4 :~tld\' ~ K 1 _ \ ~ ~
L39 S8244'09"W 65.53 M4 ~ I \ ~ i i~""' ~ % rz-ir_ . , er ` 140 N247156 W 102.55 s, ; . _ n:-. 66 / _ •'"1e>,~ - ~ ~,s• ~ r ? v f i \ ~ Common Bermuda grass (unhullsd) 15 pounds per acre •r~\ ~ I ; r I r~\ \ Tdl fescue - 120 pounds per acre
III . ' \ , t ~ / so / I_ ~ . • III ;c:::.:'.:.. / / i.. ® a 'lf ~ ~ ` \ L41 5627354 W 37.82 ~ ~ / , ~ ~ „ ~ • e'`®'' r ~t r \ \ Centipede - 8 pounds per acre
L42 N34tiT45'W 9516 I, ~ -,_~n~ r ~ a~. ~ ~ ` l ~ ~I r ~ \ Seed Bed Protection:
u3 Ns2~9'3s'w 5s.fo 8 PAVED WALKING 1RAll ~ , ) , ~ . , ; . ~P .
L44 239.26 ~ ~ "~..'^"ti•::~:... c:~. _ r ~ ; ss9.48'S9'w CENTERED !N 20' PEDESTRIAN EASE T ~ ~ L45 N62'4546 W 157.03 `~I' 7 ' ~ ? r $traW Muld? 2 tans per acre (visual) _ > a~ ---Q_-_..- 1 . ~ i \ \ Asphalt Tack - 0.03 gallons per square yard
L46 5143157"E 37.74 \ ~ ~l - r ' a-., J 4' ~ . `
L47 N80'43'42"W 94.02 ~ it ~r , ~ _ x r~ . ` , + t ~ \ 4 Seed or otherwise proNde ground cover devices or stnrctures
\ L48 N14'59'S6'W .3356 ~ IE~QRARY ~ l\ - i / i 1 ~ ~ s ,o~~~,~ , ~ ~ 1 . i \ sufficient to restrain erosion for all oxposed slopes within 15 \ ~ - - ~s0 r I ~ f ~ : ~ working dogs a 30 calendar days of completion of any phase
c49 530 ~ _ .:,;:....~::r':. , S50'S342 W SEDIMENT ~ ' . r BAN L50 N10'1536E ,,.`.----,I . ,~..:~::::.~:•:::::';::4 .:r::•:.:.:;r•: \ , ~ \ d ,6-- " ,Y 1 r o/ grading.
L51 N75'55'11"W 11509 r....... ..r.~•:•::.. x.. y tit '1 r 1 4~i/~.~ - tilt ~ , ttlil - _ ~ 1 /,i/, ' S All erosion and sedimentation control devices shall be
L52 N08179'OZ"E 39.01 ~ i~ a : " : x r::: . ~ ' ~ , I II~• rrrr~ inspected by the Contractor alter each rainfall. When ' \ ~ tt tint 1 i 41r / I tl I r !n eCtlon rewols the tr to be reduced to 50X' of des/ n
153 117.07 s/~ ~.::~:~~a~:~~:• •,::::.:1.:.•.;':.•~•.. \ LEGEND N71'5414 W ~ , . 1 \ ~ t tttt? II - 1 I sP oP 9 t ~?~_rl i * a L \l.~`. ca ocit a' the device to be deficient In its Intended
7 61 ~•::::.:::t...~. L54 N2957'07"W NJIQ~IL Mua \ t ~ 1 L,i r~ -88;. purpose such os fabric deterla'atla? for slit fences the
L55 N3946'42"E 50.63 !N•.a.«or 7.5' X f0' X 22" THK. a'`,_ ~ \ n ~ , \ L56 99.82 PROPOSED EXISTING wNq~ r---_-~ ` t •:::•:1;,. • ~ \ N253347"W 11 TN-aASS B RIP RAP ~ ~ " ~ \ ~ ~ ~ 1 `I`~ - Contractor shall restore the device to Its orl fnal
L57 10899 W11H FILTER a01H ` : \ ~ • / N533832 W EOGf OF PAVEMENT " \ t 1 - - i' ~ 1
L58 N014014 E 156.44 IEAIPORARY ~ ~ z ~'•t:'•:'•• ' \t t - _ , 6. All erosion and sedimentation contra! devices shall remain ` • ~ ~ " ,EerJ ~ -.?~1-_ ; In place and be maintained by the Contractor until all
L59 N28'3456 E 112.75 STORM SEWER PIPE y, SEDIMENT ~ ~ ~ ya ~ y 3-+~-_~ = seeding is established and construction areas have been
L6D ' • 1D7.77 SEDIMENT / N69'0654 W BASIN N0. 4 BASIN NO 3 , / , ::.:~.::::,:;.::.~w. L61 NZ7'17'04"W 188.24 ~ CATCH BASIN OR ~ I \
DROP INLET ~ \ `°:;:},:ti: \ \ 1 . % ~ iii $ '~`;a_ ii i' i. ~ .......................t.:::.. 5. .J.........
. . . « ~ MANHOLE Q 375 X30 22 1HK. 9 X 30 X 22 THK.
~ 16 TN B RIP R 37 1N-aASS B RIP RAP ' PIPE W ` I SAN. SEWER WI 1TER ao1N WI1H FICTER c1onl TEMPORARY - ~ - Pro ed Pro ect~ The Meadows Section Ill
UHER UNDERUNER ` .t I • • ro ct consists of constructln one hundred lift one residential subdivision lots, ' - r /.':'::r:r..r:.ry
WATER MAIN _ - _ SEDIMENT / i ~ i , ..,•t••::•;.:: ` .:::•::••:r: ,R Ire associated street extensions with storm sewer, water and sanitary sewer mains.
AND VA<VF ~ BASIN NQ 2 ' , ~ . ~ ~ 1. Construction and implementation of appropriate 4 Weeks
HYDRANT •:•:::.}.:t•.:.:..•~;~:., ?,,.•t:. "':;:.w,.,.....,,.:...,.:.. ~A5 X 6 X 22 INK. sedimentatia? and erosion control measures.
F7RE HYDRANT ~"'r.. -~~,(~TS 4 TN-CUSS 8 RIP RAP NIIH flL1ER CLOTH 2. Clearing and Grubbing Operations 4 Weeks
ASSEMBLY I ~ 'BR t11VDERLINER ,
CONTOUR s9 7.5' X 10'X22' 1H , Construction of Storm Drainage Facilities 6 Weeks X 10X22 )HK. .
11 TN-aASS B Rd TN-CUSS B RIP RAP i•: n~ ~D~M~VT 4. Rough Grading Site 4 Weeks
xj,~,q ELEVAAON +188.75 YNIH FRTER CLOIN UNDERUNER H FILTER clonf _ ' n BA57N NQ 1 )ERLINER 5. Installation of Water and Sonitar Sewer 20 Weeks
wnoDS UNE ~ TYPICAL LOT SIZE = 65' X 100' ,~75' X 5'X22 INK. Y
3 1N-CLASS 8 RAP WITH f1LTER QCO 6 Placement of Stone Base 4 Weeks
NUMBER OF LOTS = 151 UNDERLWER
WETLANDS NOTE: INfORMAAON ON UNDERGROUND U11U11ES WAS ASSfMBLEO FROM 7. Fne Grading Streets 3 Weeks
VARIOUS S10URCES SURVEYOR NCR ENGINEER D!D NOT DO ANY 8. Seeding do Mulching 2 Weeks
RIPARIAN BUfFER D/GgNG OR POTHQUNG TO LOCATE EXIST. UNDERGROUND UTIUIIES (HORIZONTALLY GR VERACALLY~ ENGINEER 1S NOT RESPGWSIBLE
fOR ANY CQNFUCIS 8EIMEDN DOSIING U1IUJIES AND PROPOSED 9. Placement of Asphalt Surface Course 2 Weeks first Ilft to be completed as soon as possible.
UT1U11ES/SERVTCE TAPS Second lift to be completed of substantial build out.
Erosion And Sea~rnnentation Con eti~on Control Provisions S , e a of the Items Jlsted above may be constructed simultaneously.
1. ROCK INLET SEDIMENT TRAP TO BE 1NSTAILED 9 SEEn OR OIHERINSE PROVIDE GROUND COVER DEVCES OR STRUCTURES Ar? anticipated time schedule of 10 months !s expected for this protect. 0 BE WSTALLED AROUND EACH CATCH BASW
AND DROP INLET AND ALL 10CATIONS INDICAT .A110NS INDICATED ON P1ANS SUfFICIENT ltT RESIR~4W EROSION FOR ALL EXPOSED SLOIpES WI1HW 15 WYyRKING DAYS QR 30 CALENDAR DAYS Of COMPLf1TOIV QF ANY
~ AREAS TO BE PERMANfNAY SEEDED INCLUDE ~EDm INlXUOE sTREET PHA ~ •
SHOULDERS DRAINAGE EASEMENTS EN15 1Q CONIRAC1i'aR SHALL WSPECT AND MAINTAW AS NEEDED ALL EROSION
AND ALL DISTURBED AREAS CONTROIL DEVICES ON A WEEKLY BASIS AND Af1ER EAQN MAJOIR ~ ~ • Engineers
2' S-9 5B ASPHALT STOCKPILE TOPSOIL FOR USf IN BWL~NG SHO SURfACf COURSE 3 V BWLWNG SHWLOERS AND LANDSCAPING STiaRM EVENT. FAILURE TO KfEP ALL EROSION CONTROL DENt~S W CARQ~ t.~ Planners
PRQPER N171RKgVG ORDER MAY RESULT W A STOP W~ARK ORDER AR • ~ ' (ASS • Surveyors
4, ALL RIP RAP SHALL BE CLASS 8 N<7N f]LTER UNDERUNEI+v AND SHALL BE INSTALLED IN 1HE ' 8 NI1N FILTER QLO1H ClVI< UP Tn 35000.00 PER DAY Of VIOUTION. z & Associates Inc. !STALLED IN THE ANATY _ tQ ~ since tsts
_ ~ AND IOCATiON INDICATED ON PLAAL ~ 11. CITY ENGINEER RESERVES THE RIGHT JO REQUIRE ADDV1)ONAL SEAL - P~ EROSION CONTROL MEASURES SHOULD THE PUN OR !15 c. ; ~~SJ ; Z : 107 East Second Street 8410 falls of Neuse Road, Suite D
AIPAIgM! BIJtFFER ADOJIIONAI EROSION CONTROL MEASURES SHE 5 MEASURES SHALL BE ITATIOW PROVE Tn BE INADEQUATE F :~t~0~ Greenville, NC 27658 [phone] Raleigh, NC 27615 [phone] ~Q•.Nti~
-I 4' INSTALLED AS REQUIRED BY qTY ENGINEER. yTr ENaNE~r ~-,'~i' CTC SUMMERL YN DEVELOPMENT LLC 12 WSTALL PIPE INLET PROTECTION AT ALL PIPE INLETS ~ VtiR '
6' CABC 6. MINIMIZE GYEARING. ~ ~muu~~`'~
-''E>OST. TYPICAL SECTION
8' WALKING 1RAI1 ~ Nt7 PFRS[1N SHAT L INI1/A7F LAND DISTURBING WD D/STURBW6 ACT1V11Y PRIOR TO / THE MEADOWS -SECTION 111
CONTROL PLAN APPROVAL PROWDE
NOTE RECEIPT OF NCDENR EROSION COWIROL PLAN TOPS OF MANHOLES LOCATED IN WALKING TRAIL COPY OF APPROVAL TO TOWN OF CLAYTON SUMMFAL YN SUBDIVISION of «A>T~ JATI u* CLAYTON TOWNSHIP, JOHNSTON COUNTY, NORTH CAROLINA
Tiff Ali 7CH CROSS SLOPE OF TRAIL. S 20' X 50' X 6' THICK COARSE AGGREGATE S' E AGGREGATE STONE PAD TO BE
PROWDED AT CONSTRUCTION ENTRANCE. ENTRANCE SURVEY N9 DRAFT AR SCALE DRAWING NO. PROJECT NO. SHEET
' -2853-F 24121 2 3 JOV
DESIGN AR/JDV F--100 W