20071665 Ver 4_401 Application_20130413

Dalton Engineering
and Associates, P. A.
LETTER OF TRANSMITTAL
D1- I to if s vy
TO: DWQ ATTENTION: Lauren Witherspoon
DATE: 4/4/2013 REFERENCE: Carriage Creek Phase 4
We are sending You:
x PLANS
SPECIFICATIONS
REVISED PLANS
PERMITS
CHECK
COPY OF LETTER
APPLICATIONS
OTHER
These are transmitted as checked below:
x For Approval _ Revisions As Requested
As Requested _ Return Corrected Copies
Review & Comment _ Make Corrections Needed
For Your Use Other
COMMENTS
THANK YOU
Carlos Bagley
APR - 5 2013
Pew -_ WA7M UAUTY

O�QF W A rk9q
--I
O Nc
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Page 1 of 10
PCN Form — Version 1.4 January 2009
Pre - Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1 a. Type(s) of approval sought from the Corps:
❑ Section 404 Permit ❑ Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: or General Permit (GP) number:
1c.
Has the NWP or GP number been verified by the Corps?
❑ Yes ❑ No
1d. Type(s) of approval sought from the DWQ (check all that apply):
❑ 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express Q Riparian Buffer Authorization
1 e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification:
❑ Yes ❑ No
For the record only for Corps Permit:
❑ Yes ❑ No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for
mitigation of impacts? If so, attach the acceptance letter from mitigation bank
or in -lieu fee program.
❑ Yes Q No
1g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes Q No
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes ❑X No
2.
Project Information
2a.
Name of project:
Carriage Creek LLC.
2b. County:
Johnston IOU U r IMI
2c.
Nearest municipality / town:
Clayton AP
2d
2e.
3.
Subdivision name: Carriage Creek UIJ
NCDOT only, T.I.P. or state project no: � i�T�j2 OU
Owner Information &anch
3a.
Name(s) on Recorded Deed:
Carriage Creek, LLC.
3b.
Deed Book and Page No.
DB3202 PG0499, DB3202 PG501, DB3202 PG496, DB3941 PG163
3c.
Responsible Party (for LLC if
applicable):
Paul Flaherty
3d. Street address:
PO Box 133
3e
City, state, zip:
Clayton, NC 27528 Raleigh, NC 27615
3f.
Telephone no.-
(919) 795 -4287
3g. Fax no.:
3h.
Email address:
paul @htrcommercial.com
Page 1 of 10
PCN Form — Version 1.4 January 2009

4. Applicant Information (if different from owner)
4a. Applicant is:
XZ Agent ❑ Other, specify:
4b. Name:
Paul Flaherty
4c. Business name
(if applicable):
Carriage Creek, LLC.
4d. Street address:
1 PO Box 133
4e. City, state, zip:
Clayton, NC 27528
4f. Telephone no.:
(919) 795 -4287
4g. Fax no.:
4h. Email address:
paul @htrcommercial.com
5. Agent/Consultant Information (if applicable)
5a. Name:
Carlos Bagley
5b. Business name
(if applicable):
Dalton Engineering & Associates, PA
5c. Street address:
PO Box 426
5d. City, state, zip:
Clayton, NC 27528
5e. Telephone no.:
(919) 550 -4740
5f. Fax no.:
(919) 550 -4741
5g. Email address:
cbagley @daltonengineering.com
Page 2 of 10

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
165500 -84 -2283
1 b. Site coordinates (in decimal degrees):
Latitude: 35.547 Longitude: - 78.468
1c. Property size:
13.23 acres
2. Surface Waters
2a. Name of nearest body of water to proposed project:
Swift Creek
2b. Water Quality Classification of nearest receiving water:
SA
2c. River basin:
Neuse
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
Vacant land that will become an additional phase to the existing Carriage Creek Subdivision.
3b. List the total estimated acreage of all existing wetlands on the property:
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 5,014
3d Explain the purpose of the proposed project:
The property is being developed for single family residential lots.
3e Describe the overall project in detail, including the type of equipment to be used:
This property will be developed into single family residential lots using conventional grading equipment
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property / project
(including all prior phases) in the past?
❑X Yes ❑ No ❑ Unknown
Comments: This levels reader will not affect an wetlands.
p y
4b. If the Corps made the jurisdictional determination, what type
of determination was made?
Preliminary Q Final
4c. If yes, who delineated the jurisdictional areas?
Name (if known): Neal C. Floyd & Associates
Agency /Consultant Company: Neal C. Floyd & Associates
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
March 28, 2013 See attached
5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑x Yes ❑ No ❑ Unknown
5b. If yes, explain in detail according to "help file" instructions.
A permit was obtained to cross a creek in the previous Phase 2 of construction. See attached permit
6. Future Project Plans
6a. Is this a phased project?
❑X Yes ❑ No
6b. If yes, explain.
This is phase 4 of this subdivision with more phases to be expected in the future.
Page 3 of 10
PCN Form — Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑ Wetlands ❑ Streams — tributaries Q Buffers ❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
Wetland impact
number
Permanent (P) or
Temporary
2b.
Type of impact
2c.
Type of wetland
2d.
Forested
2e.
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2f.
Area of
impact
(acres)
W1 -
Choose one
Choose one
Yes/No
W2 -
Choose one
Choose one
Yes/No
W3 -
Choose one
Choose one
YestNo
W4 -
Choose one
Choose one
Yes/No
W5 -
Choose one
Choose one
Yes[No
W6 -
Choose one
Choose one
Yes/No
2g. Total Wetland Impacts:
2h Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
Stream impact
number
Permanent (P) or
Temporary (T)
3b.
Type of impact
3c.
Stream name
3d.
Perennial (PER) or
intermittent (INT)?
3e.
Type of
jurisdiction
3f.
Average
stream
width
(feet)
3g.
Impact
length
(linear
feet)
S1 -
Choose one
S2 -
Choose one
S3 -
Choose one
-
S4 -
Choose one
S5 -
Choose one
S6 -
Choose one
-
3h. Total stream and tributary impacts
3i. Comments:
Page 4 of 10
PCN Form — Version 1.4 January 2009

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a.
Open water
impact number
Permanent (P) or
Temporary
4b.
Name of waterbody
(if applicable)
4c
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
01 -
Choose one
Choose
02 -
Choose one
Choose
03 -
Choose one
Choose
04 -
Choose one
Choose
4f. Total open water Impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, the complete the chart below.
5a.
Pond ID number
5b.
Proposed use or
purpose of pond
5c
Wetland Impacts (acres)
5d
Stream Impacts (feet)
5e.
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
P1
Choose one
P2
Choose one
5f. Total:
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then vou MUST fill out Section D of this form.
6a. Project is in which protected basin?
❑X Neuse ❑ Tar - Pamlico ❑ Catawba ❑ Randleman ❑ Other-
6b.
Buffer Impact
number —
Permanent (P) or
Temporary
6c.
Reason for impact
6d
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1
impact
(square
feet )
6g.
Zone 2
impact
(square
feet
B1 P
Bypass channel
Unnamed tributary to Swift Creek
No
305
410
B2 -
Yes/No
B3 -
Yes/No
B4 -
Yes/No
B5 -
Yes/No
B6 -
Yes/No
6h. Total Buffer Impacts:
6i. Comments:
Page 5 of 10

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
This site has a sediment and erosion control plan that utilizes diversions, silt fence, and sediment trap to avoid release of sediment downstream. The
required level spreaders and vegetated filter strips will prevent erosion of the buffer at the point of discharge.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
This site has an sediment and erosion control plan that utilizes diversions, silt fence, and sediment trap to avoid release of sediment downstream
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
❑ Yes ❑ No
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
2c. If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
[] Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type: Choose one
Type: Choose one
Type: Choose one
Quantity:
Quantity:
Quantity:
3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
Choose one
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f. Non - riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
S. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 6 of 10
PCN Form — Version 1.4 January 2009

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
X
11 Yes No
buffer mitigation?
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
6c.
6d.
6e.
Zone
Reason for impact
Total impact
Multiplier
Required mitigation
(square feet)
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments:
Page 7 of 10

E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
1 a.
Does the project include or is it adjacent to protected riparian buffers identified
within one of the NC Riparian Buffer Protection Rules?
❑x Yes ❑ No
1 b.
If yes, then is a diffuse flow plan included? If no, explain why.
Q Yes ❑ No
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
2b.
Does this project require a Stormwater Management Plan?
❑ Yes ❑ No
2c.
If this project DOES NOT require a Stormwater Management Plan, explain why:
2d.
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
2e.
Who will be responsible for the review of the Stormwater Management Plan?
3.
Certified Local Government Stormwater Review
3a.
In which local government's jurisdiction is this project?
3b. Which of the following locally - implemented stormwater management programs
apply (check all that apply):
❑ Phase II
❑ NSW
❑ USMP
❑ Water Supply Watershed
❑ Other:
3c.
Has the approved Stormwater Management Plan with proof of approval been
attached?
❑ Yes ❑ No
4. DWQ Stormwater Program Review
4a. Which of the following state - implemented stormwater management programs apply
(check all that apply):
❑Coastal counties
❑HOW
ORW
HSession Law 2006 -246
[]Other:
4b.
Has the approved Stormwater Management Plan with proof of approval been
attached?
❑ Yes ❑ No
5. DWQ 401 Unit Stormwater Review
5a.
Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b.
Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 8 of 10
PCN Form — Version 1.4 January 2009

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
la. Does the project involve an expenditure of public (federal /state /local) funds or the
❑ Yes
❑ No
use of public (federal /state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes
❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
❑ Yes
❑ No
letter.)
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑ Yes
Q No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after - the -fact permit application?
❑ Yes
X❑ No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
❑Yes
❑X No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
This project will utilize a properly designed sediment and erosion control plan to contain all disturbed area within the site A level spreader with a
vegetated filter strip will be utilized to prevent erosion at the point of discharge into the riparian buffer
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non- discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
Page 9 of 10
PCN Form — Version 1.4 January 2009

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
habitat?
❑ Yes ❑ No
5b. Have you checked with the USFWS concerning Endangered Species Act
impacts?
❑ Yes ❑ No
5c. If yes, indicate the USFWS Field Office you have contacted.
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
S. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ❑ No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
❑ Yes ❑ No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA- designated 100 -year floodplain'
❑ Yes ❑ No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination?
n 1 F- 1 li, T
Applicant/Agenfs Printed Name
C'�
Date
ApplicanVAgent's Signature
(Agent's signature is valid only if an authorization
letter from the applicant is provided.)
Page 10 of 10

USGS QUAD MAP
CARRIAGE CREEK PHASE IV
CLEVELAND TOWNSHIP - JOHNSTON COUNTY, NC
Dalton Engineering
and Associates, P. A.
446 East Main Street
P.O. Box 426
Clayton, NC 27520
(919) 550 -4740
Fax [phone]

0 WATEAOG
VA
WDEHR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
LEVEL SPREADER - VEGETATED FILTER STRIP (LS -VFS) SUPPLEMENT
This form must be completely filled out, printed, initialed, and submitted.
I. PROJECT INFORMATION
cis
Project name
Carriage Creek Subdivsion -Phase 4
Contact name
Carlos Bagley
Phone number
919550-4740
Date
August 22, 2012
Drainage area number
1
11. DESIGN INFORMATION
The purpose of the LS-VFS
Buffer Rule: Diffuse Flow
Stomnvater enters LS -VFS from
The drainage area
Type of VFS
Protected riparian buffer (slope < 5 %)
Explanation of any *Other' responses above
N Stormwater Enters the LS-VFS from the Drainage Area
Drainage area
Impervious surface area
Percent impervious
Rational C coefficient
Peak flow from the 1 in/hr stone
Time of concentration
Rainfall intensity, 1 0-yr stone
Peak flow from the 10-yr storm
Design stone
Maximum amount of flow directed to the LS-VFS
Is a flow bypass system going to be used?
Explanation of any 'Other' responses above
If Stormwater Enters the LS-VFS from a BMP
Type of BMP
Peak discharge from the BMP during the design storm
Peak discharge from the BMP during the 10 -year storm
Maximum capacity of a 100 -foot long LS-VFS
Peak flow directed to the LS-VFS
Is a flow bypass system going to be used?
Explanation of any 'Other" responses above
LS-VFS Design
Forebay surface area
Depth of forebay at stormwater entry point
Depth of forebay at stomwater exit point
Feet of level lip needed per ds
Computed minimum length of the level lip needed
Length of level lip provided
Width of VFS
Elevation at downslope base of level lip
Elevation at the end of the VFS that is farthest from the LS
43,715 fe
14,128 f?
32.32 %
0.40
0.40
cis
5.00
min
7.32
in/hr
2.94
cfs
1 inch/hour storm
ft
0.4 cfs
Y (Y or N)
Do not complete this section of the form
cis
cfs Do not complete this section of the form.
2 cfs
cfs Do not complete this section of the form.
(Y or N)
40 sq ft Forebay is adequately sized.
6
in
6
in
50
ftfcfs
20
ft
20
ft
50
ft
189.00 fmsl
188.00 fmsl
Depth is appropriate
Form SW401 - LS-VFS - 27Jul2011 - Rev 9 page 1 of 3

Slope (fro level lip to the end of the VFS)
Are any draws present in the VFS?
Is there a collector swale at the end of the VFS?
Bypass System Design (if applicable)
Is a bypass system provided?
Is there an engineered flow splitting device?
Dimensions of the channel (see diagram below):
M
W
y (flow depth for 10 -year storm)
freeboard (during the 10 -year storm)
Peak velocity in the channel during the 10-yr storm
Channel lining material
Does the bypass discharge through a wetland?
Does the channel enter the stream at an angle?
Explanation of any 'Other' responses above
2.00 %
N (Y or N)
N (Y or N)
Y (Y or N)
Y (Y or N)
3.00 ft
3.00 ft
15.00 ft
0.85 It
1.00 It
4.50 fNsec
Pick one:
N (Y or N)
Y (Y or N)
UA
OK
Please provide plan details of flow spl+lter & supporting calcs.
♦ n
III. REQUIRED ITEMS CHECKLIST
EDIT Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result In a request for additional Information. This will delay final review and approval of the project Initial in the space provided to indicate the
following design requirements have been met. If the applicant has designated an agent, the agent may initial below. ff a requirement has not been
met, attach Justification.
Requded Item:
1. Plans (1" - 50' or larger) of the entire site showing:
- Design at ultimate build-out,
Offaite drainage (if applicable),
Delineated drainage basins (include Rational C coefficient per basin),
- Forebay (if applicable),
High flaw bypass system,
- Maintenance access,
Proposed drainage easement and public right of way (ROW), and
Boundaries of drainage easement
2. Plan details (1" = 30' or larger) for the level spreader showing:
- Forebay (if applicable),
High flow bypass system,
One foot topo lines between the level lip and top of stream bank,
Proposed drainage easement, and
Design at ultimate build -out
Initials Page or plan sheet number and any notes:
Form SW401 - LS-VFS - 27M2011 - Rev 9 page 2 of 3

3. view of the level spreader (1' = 2V or larger) showing:
- Underdrsiin system (If applicable),
Level lip,
- Upslope channel, and
Downslope filter fabric.
4. Plan details of the flow splitting device and supporting calculations (if applicable).
5. A construction sequence that shows how the level spreader will be protected from
sediment until the entire drainage area Is stabilized.
6. If a non - engineered VFS is being used, then provide a photograph of the VFS showing
that no draws are present
7. The supporting calculations.
8. A copy of the signed and notarized operation and maintenance (0 &M) agreement
Forth SW401 - LS-VFS - 27M2011 - Rev 9 page 3 of 3

By -Pass Level Spreader Orifice
Project:
Carriage Creek Phase 4
Location: Johnston County
Flow 0 (1 in/hr storm)
A cis
Cd (square orifice 0.6)
0.60
Hand
1 ft
Orifice Area Required
11.96 sq. in.
USE 3 x 3 ORIFICE

September 24,2012
Paul Flaherty
Carriage Creek
Clayton NC
To Whom it may concern:
We authorize Dalton Engineering to obtain permits on our behalf from DWQ and
Land Quality in relation the Carriage Creek Subdivision.
Thanks,
P Oj
Paul Flaherty
Managing Partner

"1
Permit Number:
(to be provided by DWQ)
Drainage Area Number:
Filter Strip, Restored Riparian Buffer and Level Spreader
Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
Important maintenance procedures:
- Immediately after the filter strip is established, any newly planted vegetation
will be watered twice weekly if needed until the plants become established
(commonly six weeks).
- Once a year, the filter strip will be reseeded to maintain a dense growth of
vegetation
- Stable groundcover will be maintained in the drainage area to reduce the
sediment load to the vegetation.
- Two to three times a year, grass filter strips will be mowed and the clippings
harvested to promote the growth of thick vegetation with optimum pollutant
removal efficiency. Turf grass should not be cut shorter than 3 to 5 inches and
may be allowed to grow as tall as 12 inches depending on aesthetic requirements
(NIPC,1993). Forested filter strips do not require this type of maintenance.
- Once a year, the soil will be aerated if necessary.
- Once a year, soil pH will be tested.and lime will be added if necessary.
After the filter strip is established, it will be inspected quarterly and within 24 hours
after every storm event greater than 1.0 inch (or 1.5 inches if in a Coastal County).
Records of operation and maintenance will be kept in a known set location and will be
available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potential problem:
How I will remediate the problem:
The entire filter strip
Trash /debris is present.
Remove the trash /debris.
system
The flow splitter device
(if applicable)
The flow splitter device is
clogged.
Unclog the conveyance and dispose
of any sediment off -site.
The flow splitter device is
Make any necessary repairs or
damaged.
replace if damage is too large for
repair.
Form SWU401 -Level Spreader, Filter Strip, Restored Riparian Buffer O &M -Rev.3 Page 1 of 3

BMP element:
Potential problem:
How I will remediate the problem:
The swale and the level
The swale is clogged with
Remove the sediment and dispose
lip
sediment.
of it off -site.
The level lip is cracked,
Repair or replace lip.
settled, undercut, eroded or
otherwise damaged.
There is erosion around the
Regrade the soil to create a berm
end of the level spreader that
that is higher than the level lip, and
shows stormwater has
then plant a ground cover and
bypassed it.
water until it is established. Provide
lime and a one -time fertilizer
application.
Trees or shrubs have begun
Remove them.
to grow on the swale or just
downslope of the level lip.
The bypass channel
Areas of bare soil and /or
Regrade the soil if necessary to
erosive gullies have formed.
remove the gully, and then
reestablish proper erosion control.
Turf reinforcement is
Study the site to see if a larger
damaged or ripap is rolling
bypass channel is needed (enlarge if
downhill.
necessary). After this, reestablish
the erosion control material.
The filter strip
Grass is too short or too long
Maintain grass at a height of
if applicable).
a roximatel three to six inches.
Areas of bare soil and /or
Regrade the soil if necessary to
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one -time fertilizer application.
Sediment is building up on
Remove the sediment and
the filter strip.
restabilize the soil with vegetation if
necessary. Provide lime and a one-
time fertilizer application.
Plants are desiccated.
Provide additional irrigation and
fertilizer as needed.
Plants are dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one -time
fertilizer application.
Nuisance vegetation is
Remove vegetation by hand if
choking out desirable species.
possible. If pesticide is used, do not
allow it to get into the receiving
water.
The receiving water
Erosion or other signs of
Contact the NC Division of Water
damage have occurred at the
Quality local Regional Office, or the
outlet.
401 Oversight Unit at 919 - 733 -1786.
Form SWU401 -Level Spreader, Filter Strip, Restored Riparian Buffer O &M -Rev.3 Page 2 of 3

id
Permit Number:
(to be provided by DWQ)
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.
Project name:Carriaae Creek Subdivision Phase 4
BMP drainage area number: l
Print name:Carriage Creek, LLC. - Paul Flaherty
Title:Manager
Address:PO Box 133, Clanton, NC 27528
Phone:[phone]
Signature:
Date: 9 IIo[ It
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.
I, M,. 6Qftm N W t LSO IJ J Q_ , a Notary Public for the State of
V40 RA CAf.L 1 I iq A, County of . O" STDN , do hereby certify that
PA-VL E� f:}i4MTV personally appeared before me this
day of iyp,tnk OZ. , and acknowledge the due execution of the
forgoing filter strip, riparian buffer, and/or level spreader maintenance requirements.
Witness my hand and official seal,
-m
O�ARy
= U=
P V,I
�'•.�STON G��.�•
SEAL
My commission expires ZQ 17
Form SWU401 -Level Spreader, Filter Strip, Restored Riparian Buffer O &M -Rev.3 Page 3 of 3

O� W A T�9 Michael F Easley, Governor
Off' pG
William G Ross Jr, Secretary
> 7 r North Carolina Department of Environment and Natural Resources
x r_
Coleen H Sullins, Director
Division of Water Quality
July 18, 2008
DWQ Project # 07 -1665, Ver. 3
Mr. James Lipscomb Johnston County
Carriage Creek, LLC
P.O. Box 133
Clayton, NC 27528
Subject Property: Carriage Creek Subdivision
Steep Hill Branch [030403, 27- 43- 15 -16, C, 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. Lipscomb:
You have our approval, in accordance with the attached conditions and those listed below, to
place fill within or otherwise impact 0.16 acres of 404 /wetland, 120 linear feet of perennial
stream, and 3,744 square feet of Zone 1 Neuse River basin protected riparian buffers and 3,266
square feet of Zone 2 Neuse River basin protected riparian buffers, as described in your revised
application dated April 15, 2008, and received by the Division of Water Quality (DWQ) on April
16, 2008, to construct a residential subdivision at the site. After reviewing your application, we
have decided that the impacts are covered by General Water Quality Certification Number(s)
3705 (GC3705. The Certification(s) allows you to use Nationwide Permit(s) NW39 when issued
by the US Army Corps of Engineers (USACE). 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, and Non - discharge
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
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 hnp //h2o enr state ne us /ncwetlands
M Equal Opportunity /Affirmative Action Employer — 50% Recycled/10% Post Consumer Paper
One
Nor hCarohna
Natura!!il

Carriage Creek, LLC
Page 3 of 5
July 18, 2008
such as sandbags, rock berms, cofferdams and other diversion structures shall be used to
prevent excavation in flowing water.
Culverts required for this project shall be installed in such a manner that the original
stream profiles are not altered. Existing stream dimensions (including the cross section
dimensions, pattern, and longitudinal profile) must be maintained above and below
locations of each culvert. Culverts shall be designed and installed to allow for aquatic
life movement as well as to prevent head cutting of the streams. If any of the existing
pipes are or become perched, the appropriate stream grade shall be re- established or, if
the pipes installed in a perched manner, the pipes shall be removed and re- installed
correctly.
Culvert(s) shall not be installed in such a manner that will cause aggradation or erosion of
the stream up or down stream of the culvert(s). Existing stream dimensions (including the
cross section dimensions, pattern and longitudinal profile) shall be maintained above and
below locations of each culvert.
Placement of culverts and other structures in waters, streams, and wetlands must be
placed below the elevation of the streambed by one foot for all culverts with a diameter
greater than 48 inches, and 20 percent of the culvert diameter for culverts having a
diameter less than 48 inches, to allow low flow passage of water and aquatic life. Design
and placement of culverts and other structures including temporary erosion control
measures shall not be conducted in a manner that may result in dis- equilibrium of
wetlands or streambeds or banks, adjacent to or upstream and down stream of the above
structures. The applicant is required to provide evidence that the equilibrium shall be
maintained if requested in writing by DWQ.
The establishment of native, woody vegetation and other soft stream bank stabilization
techniques must be used where practicable instead of rip rap or other bank hardening
methods. If rip -rap is necessary, it shall not be placed in the stream bed, unless
specifically approved by the Division of Water Quality.
Installation of culverts in wetlands must ensure continuity of water movement and be
designed to adequately accommodate high water or flood conditions.
Upon completion of the project, the Applicant shall complete and return the enclosed
"Certificate of Completion" form to notify NCDWQ when all work included in the §401
Certification has been completed. The responsible party shall complete the attached form
and return it to the 401 /Wetlands Unit of the NC Division of Water Quality upon
completion of the project. Please send photographs upstream and downstream of each
culvert site to document correct installation along with the Certificate of Completion
form.

Carriage Creek, LLC
Page 5 of 5
July 18, 2008
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.
Any disputes over determinations regarding this Authorization Certificate (associated with the
approved buffer impacts) shall be referred in writing to the Director for a decision. The
Director's decision is subject to review as provided in Articles 3 and 4 of G.S. 150B.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean
Water Act and the Neuse riparian buffer protection rule as described within 15A NCAC 213
.0233. If you have any questions, please telephone Cyndi Karoly or Ian McMillan at 919 -733-
1786.
Coleen H. Sullins
CHS /ijm
Enclosures: GC 3705
Certificate of Completion
cc: USACE Raleigh Regulatory Field Office
Lauren Witherspoon, DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
Thomas R. Hepler, CH Engineering, PLLC, 4601 Lake Boone Trail, Raleigh, NC 27612
Filename: 071665CarriageCreekSD (Johnston)401 _NB R

Water Quality Certification No. 3705
Water Quality Certification Number 3705 is issued in conformity with the requirements of Section
401, Public Laws 92 -500 and 95 -217 of the United States and subject to the North Oarolina
Division of Water Quality (DWQ) Regulations in 15A NCAC 2H, Section .0500 and 15A NCAC 213
.0200 for the discharge of fill material to waters and adjacent wetland areas or to wetland areas
that are not a part of the surface tributary system to interstate waters or navigable waters of the
United States () as described in 33 CFR 330 Appendix A (B) (18, 29, 39, 41, 42, 43, 44, and 46)
of the Corps of Engineers regulations (i.e., Nationwide Permit No. 39) and for the Riparian Area
Protection Rules (Buffer Rules) in 15A NCAC 2B.0200.
The State of North Carolina certifies that the specified category of activity will not violate
applicable portions of Sections 301, 302, 303, 306 and 307 of the Public Laws 92 -500 and 95 -217
if conducted in accordance with the conditions hereinafter set forth.
Activities meeting any one (1) of the following criteria require written approval from the
Division of Water Quality (the "Division "):
1. Stream and /or buffer Impacts:
a. Any impacts to perennial waters (as depicted on the most recent USGS 1:24000
topographic map or as otherwise determined by the local government,) and their
associated riparian buffers in Water Supply (WS), High Quality Water (HQW), or
Outstanding Resource Water (ORW) watersheds. Only water - dependent activities, public
projects, and structures with diminimus increases in Impervious surfaces will be allowed as
outlined in those rules [15A NCAC 26.0212 through .02151. All other activities require a
variance from the delegated local government and /or the NC Environmental Management
Commission before the application for the 401 Water Quality Certification can be
processed.
b. Any Impacts to streams and buffers in the Neuse, Tar - Pamlico, Randleman and Catawba
River Basins (or any other basins with Riparian Area Protection Rules [Buffer Rules] In
effect at the time of application [in accordance with 15A NCAC 213 .0200]), unless the
activities are listed as "EXEMPT° from these Rules,
c. Any impacts to streams involving excavation or dredging.
d. Total stream Impacts equal to or greater than 150 linear feet of intermittent and/or perennial
stream to be filled, culverted, rip rapped, or relocated, including temporary and/or
-- permanent impacts.
11. Impacts (temporary and/or permanent) to waters:
a. Equal to or greater than one -third (1/3) of an acre East of Interstate 95 (1 -95).
b. Equal to or greater than one -tenth (1/10) acre West of Interstate 95 (1=95).
III. Wetland impacts (temporary and/or permanent):
a. Equal to or greater than one-third (1/3) acre East of Interstate -95.
b. Equal to or greater than one -tenth (1/10) acre West of Interstate -95.
c. Any impacts to wetlands adjacent to waters designated as: ORW, SA, WS -I, WS -II, or
Trout, or wetlands contiguous to waters designated as a North Carolina or National Wild
and Scenic River.
d. Any impacts to coastal wetlands [15A NCAC 7H .0205)], or Unique Wetlands (UWL) [15A
NCAC 21-1.05061.
Water Quality Certification No. 3705

Water Quality Certification No. 3705
3. No Sediment and Erosion Control Measures in Wetlands or Waters
Sediment and erosion control measures should not be placed in wetlands or waters without
prior approval by the Division. If placement of sediment and erosion control devices in
wetlands and waters is unavoidable, then design and placement of temporary erosion control
measures shall not be conducted in a manner that may result in dis- equilibrium of wetlands or
stream beds or banks, adjacent to or upstream and down stream of the above structures. All
sediment and erosion control devices shall be removed and the natural grade restored within
two (2) months of the date that the Division of Land Resources or locally delegated program
has released the project.
4. Construction Stormwater Permit NCG010000
Upon the approval of an Erosion and Sedimentation Control Plan issued by the Division of
Land Resources (DLR) or a DLR delegated local erosion and sedimentation control program,
an NPDES General stormwater permit (NCG010000) administered by the Division is
automatically issued to the project. This General Permit allows stormwater to be discharged
during land disturbing construction activities as stipulated by conditions in the permit. If your
project is covered by this permit [applicable to construction projects that disturb one (1) or
more acres], full compliance with permit conditions including the sedimentation control plan,
self - monitoring, record keeping and reporting requirements are required. A copy of this
permit and monitoring report forms may be found at
h ttp : //`h2o.enr.state.nc.us/swForms Documents.htm.
5. Construction Moratoriums and Coordination
If activities must occur during periods of high biological activity (i.e. sea turtle or bird nesting),
then biological monitoring may be required at the request of other state or federal agencies
and coordinated with these activities. This condition can be waived through written
concurrence on a case by case basis upon reasonable justification.
All moratoriums on construction activities established by the NC Wildlife Resources
Commission (WRC), US Fish and Wildlife Service (USFWS), NC Division of Marine Fisheries
(DMF), or National Marine Fisheries Service (NMFS) to lessen impacts on trout, anadromous
fish, larvaVpost -larval fishes and crustaceans, or other aquatic species of concern shall be
implemented. This condition can be waived through written concurrence on a case by case
basis upon reasonable justification.
Work within the twenty -five (25) designated trout counties or identified state or federal
endangered or threatened species habitat s'1ik be coordinated with the appropriate WRC,
USFWS, NMFS, and/or DMF personnel.
-'Z -.--
6. - Work in the Dry
All work in or adjacent to stream waters shall be conducted in a dry work area. Approved
best management practices from the most current version of the NC Sediment and Erosion
Control Manual, or the NC DOT Construction and Maintenance Activities Manual, such as
sandbags, rock berms, cofferdams, and other diversion structures shall be used to minimize
excavation in flowing water. Exceptions to this condition require submittal to, and approval
by, the Division of Water Quality.
Water Quality Certification No. 3705

Water Quality Certification No. 3705
11. For all activities requiring re- alignment of streams, a stream relocation plan must be included
for written Division approval. Relocated stream designs should include the same dimensions,
patterns and profiles as the existing channel (or a stable reference reach if the existing
channel is unstable), to the maximum extent practical. The new channel should be
constructed in the dry and water shall not be turned into the new channel until the banks are
stabilized. Vegetation used for bank stabilization shall be limited to native woody species,
and should include establishment of a 30 -foot wide wooded and an adjacent 20 -foot wide
vegetated buffer on both sides of the relocated channel to the maximum extent practical. A
transitional phase incorporating appropriate erosion control matting materials and seedling
establishment is allowable. Rip -rap, A- Jacks, concrete, gabions or other hard structures may
be allowed if it is necessary to maintain the physical integrity of the stream; hoWever, the
applicant must provide written justification and any calculations used to determine the extent
of rip -rap coverage. Please note that if the stream relocation is conducted as a stream
restoration as defined in the US Army Corps of Engineers Wilmington District, April 2003
Stream Mitigation Guidelines (or its subsequent updates), the restored length can be used as
compensatory mitigation for the impacts resulting from the relocation.
12. Stormwater Management Plan Requirements
A. For applicants other than the North Carolina Department of Transportation, a Stormwater
Management Plan in accordance with the version of Stormwater Management Plan (SMP)
Requirements for Applicants other than the North Carolina Department of Transportation
posted on the Division web site at the time of application shall be provided for any project that
meets both of the following two criteria;
i. Requires a 404 Permit or Isolated Wetlands Permit (regardless of
whether written authorization is required by the Division), AND
ii. Contains one or more drainage areas that are anticipated to have
impervious surface cover of equal to or greater than 24 percent. When
drainage areas are difficult to delineate or when a pocket of high density
exists within a drainage area, the Division shall use best professional
judgment to apply the SMP requirement as appropriate.
B. For the North Carolina Department of Transportation, compliance with NCDOT's Individual
NPDES permit NCS000250 shall serve to satisfy this condition.
13. Placement of Culverts and Other Structures in Waters and Wetlands
Culverts required for this project shall be designed and installed in such a manner that the
original stream profiles are not altered and allow for aquatic life movement during low flows.
Existing stream dimensions (including the cross section dimensions, pattern, and longitudinal
_Zofile) must be maintained above and below locations of each culvert. Placement of culverts
-and other structures in waters and streams must be placed below the elevation of the
streambed by one foot for all culverts with a diameter greater than 48 inches, and 20 percent
of the culvert diameter for culverts having a diameter less than or equal to 48 inches, to allow
low flow passage of water and aquatic life.
Installation of culverts in wetlands must ensure continuity of water movement and be
designed to adequately accommodate high water or flood conditions. Additionally, when
roadways, causeways or other fill projects are constructed across FEMA- designated
floodways or wetlands, openings such as culverts or bridges must be provided to maintain
the natural hydrology of the system as well as prevent constriction of the floodway that may
result in destabilization of streams or wetlands.
Water Quality Certification No. 3705

Water Quality Certification No. 3705
20. The applicant/permittee and their authorized agents shall conduct all activities in a manner
consistent with State water quality standards (including any requirements resulting from
compliance with §303(d) of the Clean Water Act), and any other appropriate requirements of
State and Federal Law. If the Division determines that such standards or laws are not being
met, including failure to sustain a designated or achieved use, or that State or Federal law is
being violated, or that further conditions are necessary to assure compliance,, then the
Division may reevaluate and modify this General Water Quality Certification.
Non - compliance with or violation of the conditions herein set forth by a specific fill project may
result in revocation of this General Certification for the project and may also result in criminal
and/or civil penalties.
The Director of the North Carolina Division of Water Quality may require submission of a formal
application for Individual Certification for any project in this category of activity, if it is detprmined
that the project is likely to have a significant adverse effect upon water quality including state or
federally listed endangered or threatened aquatic species or degrade the waters so that existing
uses of the wetland or downstream waters are precluded.
Public hearings may be held for specific applications or group of applications prior to a
Certification decision if deemed in the public's best interest by the Director of the North Carolina
Division of Water Quality.
Effective date: November 1, 2007
DIVISION OF WATER QUALITY
By
1
Coleen H. Sullins
Director
History Note: Water Quality Certification Number 3705 replaces Water Quality Certification
Numbers 3106 and 3108 Issued on February 11, 1997, Water Quality Certification Number 3287
Issued on June 1, 2000, Water Quality Certification Number 3362 issued March 18, 2002, Water
Quality Certification Number 3402 issued March, 2003, and Water Quality Certification Number
3631 issued March 19, 2007. This Water Quality Certification Is rescinded when the Corps of
Engineers re- authorizes Nationwide Permits 18, 29, 39, 41, 42, 43 or 44 or when deemed
appropriate by the Director of the Division of Water Quality.
Water Quality Certification No. 3705

. • ' Certification of Completion
DWQ Project No.: County:
Applicant:
Project Name:
Date of Issuance of Wetland Permit:
Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification and Buffer Rules, and any
subsequent modifications, the applicant is required to return this certificate to the 401 Oversight/Express Permitting Unit,
North Carolina Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699 -1650. This form may be
returned to DWQ by the applicant, the applicant's authorized agent, or the project engineer. It is not necessary to send
certificates from all of these.
Applicant's Certification
I,
used in the observation of the
compliance and intent of the 401
and other supporting materials.
Signature:
Agent's Certification
I,
used in the observation of the
compliance and intent of the 401
and other supporting materials.
Signature:
, hereby state that, to the best of my abilities, due care and diligence was
construction such that the construction was observed to be built within substantial
Water Quality Certification and Buffer Rules, the approved plans and specifications,
Date:
- ' hereby state that, to the best of my abilities, due care and diligence was
construction such that the construction was observed to be built within substantial
Water Quality Certification and Buffer Rules, the approved plans and specifications,
Date:
If this project was designed by .a Certified Professional
1, , as a duly registered Professional (i.e., Engineet,
Landscape Architect, Surveyor, etc.) in the State of North Carolina, having been authorized to observe (periodically,
weekly, full time) the construction of the project, for the Permittee hereby state that, to the best of my abilities, due care
and diligence was used in the observation of the construction such that the construction was observed to be built within
substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and
specifications, and other supporting materials.
Signature: Registration No. Date

U.S. ARMY CORPS OF ENGINEERS 4a.
WILMINGTON DISTRICT
Action Id. SAW- 2010 -00646 County: Johnston U.S.G.S. Quad: NC- POWHATAN
NOTIFICATION OF JURISDICTIONAL, DETERMINATION
Property Owner: Carriage Creek, LLC Agent: Neal Floyd and Associates, Inc.
James Lipscomb Neal Floyd
Address: P.O. Bog 133 Address: 6621 Arbor Grande Way
Clayton, NC, 27528 Raleigh, NC, 27615
Property description: The property is located on the south west side of Cleveland Rd, south east of its intersection with
Polenta Rd, Carriage Creek Subdivision, Johnston County, NC.
Size (acres) 57 acres
Nearest Town Smithfield
Nearest Waterway Steep Hill Branch
River Basin Neuse
Coordinates Latitude: 35.551 Longitude: - 78.4674
Location description:
Indicate Which of the Following Apply:
A. Preliminary Determination
_ Based on preliminary information, there may be wetlands on the above described property. We strongly suggest you have
this property inspected to determine the extent of Department of the Army (DA) jurisdiction. To be considered final, a
jurisdictional determination must be verified by the Corps. This preliminary determination is not an appealable action
under the Regulatory Program Administrative Appeal Process ( Reference 33 CFR Part 331). If you wish, you may
request an approved JD (which may be appealed), by contacting the Corps district for further instruction. Also, you may
provide new information for further consideration by the Corps to reevaluate the JD.
B. Approved Determination
There are Navigable Waters of the United States within the above described property subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or
our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
X There are waters of the U.S. including wetlands on the above described property subject to the permit requirements of
Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
_ We strongly suggest you have the wetlands on your property delineated. Due to the size of your property and/or our
present workload, the Corps may not be able to accomplish this wetland delineation in a timely manner. For a more timely
delineation, you may wish to obtain a consultant. To be considered final, any delineation must be verified by the Corps.
X The waters of the U.S. including wetlands on your project area have been delineated and the delineation has been
verified by the Corps. We strongly suggest you have this delineation surveyed. Upon completion, this survey should be
reviewed and verified by the Corps. Once verified, this survey will provide an accurate depiction of all areas subject to
CWA jurisdiction on your property which, provided there is no change in the law or our published regulations, may be
relied upon for a period not to exceed five years.
_ The waters of the U.S. including wetlands have been delineated and surveyed and are accurately depicted on the plat
signed by the Corps Regulatory Official identified below on _. Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
_ There are no waters of the U.S., to include wetlands, present on the above described project area which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our
Page 1 of 2

published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
_ The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(CAMA). You should contact the Division of Coastal Management in Morehead City, NC, at (252) 808 -2808 to
determine their requirements.
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this
determination and/or the Corps regulatory program, please contact Thomas Brown at 919- 5544884
x22/Thomas.L.Browna,usace.army.mil.
C. Basis For Determination
Ordinary High Water Mark; 1987 Wetland Delineation Manual and Coastal Plain Supplement
D. Remarks
E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the
particular site identified in this request. The delineation/determination may not be valid for the wetland conservation
provisions of the Food Security Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation
in USDA programs, you should request a certified wetland determination from the local office of the Natural Resources
Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in
B. above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form If you request to appeal this
determination you must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Jason Steele, Review Officer
60 Forsyth Street SW, Room 10M15
Atlanta, Georgia 30303 -8801
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for
appeal under 33 CFR part 331.5, and that it has been received by the Division Office wi 60 days of the date of the NAP.
Should you decide to submit an RFA form, it must be received at the above address by Sd 9Q /3t�F
* *It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this
correspondence." l7
Corps Regulatory
Date: 3 -28 -2013
Expiration Date: 3 -28 -2018
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to
do so, please complete the attached customer Satisfaction Survey or visit http:// per2 .nwp.usace.anny.mil/survey.html to
complete the survey online.
Copy fiunished:
Linwood Jones, PLS
201 Glen Rd
Gamer, NC 27529

SECTION I - The following identifies your rights and options regarding an administrative appeal of the above decision.
Additional information may be found at hM: / /www.usace. army .mil /inettfunctions /cw /cecwo /reg or
Corps regulations at 33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Pernut or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request
that the pen-nit be modified accordingly. You must complete Section II of this form and return the form to the district
engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will
forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your
objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your
objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After
evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in
Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein,
you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of
this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days
of the date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new
information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers
Administrative Appeal Process by completing Section II of this form and sending the form to the district engineer. This form
must be received by the division engineer within 60 days of the date of this notice.
NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND
REQUEST FOR APPEAL
Applicant:
Carriage Cree LLC File Number: SAW- 2010 -00646
Date: 3 -28 -2013
Attached is:
See Section below
INITIAL PROFFERED PERMIT Standard Permit or Letter of permission)
A
PROFFERED PERMIT Standard Permit or Letter of permission)
B
PERMIT DENIAL
C
NJ
APPROVED JURISDICTIONAL DETERMINATION
D
F11
PRELIMINARY JURISDICTIONAL DETERMINATION
E
SECTION I - The following identifies your rights and options regarding an administrative appeal of the above decision.
Additional information may be found at hM: / /www.usace. army .mil /inettfunctions /cw /cecwo /reg or
Corps regulations at 33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Pernut or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request
that the pen-nit be modified accordingly. You must complete Section II of this form and return the form to the district
engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will
forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your
objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your
objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After
evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in
Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein,
you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of
this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days
of the date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new
information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers
Administrative Appeal Process by completing Section II of this form and sending the form to the district engineer. This form
must be received by the division engineer within 60 days of the date of this notice.

E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the
preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed),
by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the
Corps to reevaluate the JD.
SECTION II - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial
proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or
objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the
record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record.
However, you may provide additional information to clarify the location of information that is already in the administrative
record.
POINT OF CONTACT FOR QUESTIONS OR INFORMATION:
If you have questions regarding this decision and/or the
If you only have questions regarding the appeal process you may
appeal process you may contact:
also contact:
District Engineer, Wilmington Regulatory Division,
Mr. Jason Steele, Administrative Appeal Review Officer
Attn: Thomas Brown
CESAD -PDO
Raleigh Regualtory Field Office
U.S. Army Corps of Engineers, South Atlantic Division
3331 Heritage Trade Dr, Suite 105
60 Forsyth Street, Room 1OM15
Wake Forest, NC 27587
Atlanta, Georgia 30303 -8801
Phone: [phone]
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
notice of any site investigation, and will have the opportuni to participate in all site investi ations.
Date:
Telephone number:
Signature of !2pellant or agent.
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, Attn: Thomas Brown, 69 Darlington Avenue, Wilmington,
North Carolina 28403
For Permit denials, Proffered Permits and approved Jurisdictional Determinations send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Jason Steele,
Administrative Appeal Officer, CESAD -PDO, 60 Forsyth Street, Room 1OM15, Atlanta, Georgia 30303 -8801
Phone: [phone]

®
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LINE TABLE
LINE
LENGTH
BEARING
Ll
60.14
S88 °07'32'E
L2
16.14
S05 °44'41'W
L3
22.42
S34 °17'38 "E
L4
31.35
N80 °27'21'E
L5
96.44
SO4 °50'19'E
L6
40.35
S35 °08'21'E
L7
75.13
S23 °59'45 "W
L8
29.03
S66 °14'35'W
L9
33.72
S33057'43'W
L10
28.88
S05 °02'31'E
Lll
19,34
S41 °17'51'E
L12
55.91
N84 °13'52'E
L13
29.67
S22 °23'53'E
L14
65.25
S07 °01'35 "W
L15
74,01
S72 °06'57 "E
L16
49.98
N89 °38'09'E
L17
132.73
S08 °27'35 "E
L18
41,75
S75 °29'33'E
L19
88.23
N74 °56'46'E
L20
34.81
S42'20'13'E
L21
76.16
S05 °57'54'E
L22
49.45
S47 °27'22 "W
L23
34.61
S02 °57'16'W
L24
29.90
N85 °27'37'E
L25
13.30
N49 °55'14'E
L26
125.18
N01 °52'28'E
L27
105.79
S70 °14'41'E
L28
52.41
N85 °17'24'E
L29
127.17
N53 °51'48'E
L30
125.37
N16 °50'37'E
L31
44.92
N13 °16'59 "E
L32
61.32
N55 °26'19'E
L33
54.32
N86 °19'29 "E
L34
86.39
N30 °14'23'E
L35
43,47
N69 °14'03'E
L36
29.58
N46 °55'27'E
L37
44.95
S69 °33'58 "E
L38
30.79
S05 °55'02'W
L39
57.33
S01 °21'02'W
L40
43.83
S33 °27'42'W
L41
40.13
S28 °04'57'W
L42
71.15
S17 °13'15'W
L43
36.72
S35055'21'W
X44
65.84
S08 °36'51'W
L45
30.26
S10 °43'19'W
L46
79.43
S44 °02'17'E
L47
96.34
N72 °31'13 0E
L48
146;20
S88 °54'00'E
L49
337.33
S14 °05'42'E
L50
108.53
N13 °55'21'E
L51
111.72
N01 059'54 "E
L52
75.80
N04 °02'43'W
L53
63.22
N13 °50'06 "E
L54
58.07
N38 °35'28'E
L55
95.44
N32 °13'41'E
L56
87.61
N11 °45'21 "E
L57
115.21
N17 °59'15'W
L58
90.29
N34038'00'W
L59
110.50
N51 °14'13 "W
L60
103.43
N23 °10'29'W
L61
65.52
N18 °43'33'W
L62
97.19
N34 °40'06'W
L63
23.23
N06 °03'19'W
L64
147.79
N61 °57'15'W
L65
151.25
S89 °02'00'W
L66
34,09
N05 °44'41'E
L67
59.84
N42 °18'30'E
L68
38.51
N01 °47'51'E
L69
34.80
N05 °46'32'W
L70
42.79
N36 °36'41'W
L71
40.27
N17 °4724'W
L72
23.08
N43 °33'21 "E
L73
98.27
N16 °57'10'W
L74
26.91
N77 °22'01'W
L75
46.09
N33 °48'52'W
L76
47.02
N06 °56'52'W
L77
139.48
N28 °35'49 "E
L78
43.42
N55 °07'49'W
L79
17.35
N16 °54'10'W
L80
40.25
N56 °04'48'W
J
NOTE
WETLAND FLAGS WERE FIELD
VERIFIED BY THOMAS BROWN, ACE
DATE
Land Surveyor Reg. #
LINE TABLE
LINE
LENGTH
BEARING
L81
53.03
S64 °00'15 "W
L82
96.54
N78 °59'35'W
L83
48.81
N05 °05'30'W
L84
63.62
N05 °05'30'W
L85
32.08
N68 °46'51'W
L86
25.78
S18 °13'26'W
L87
76.17
N58 °39'45'W
L88
35.07
N35 °45'55'W
L89
28.08
N72 °50'38'W
L90
66.20
S09 °41'38 "E
L91
49.56
S47 °28'24'E
L92
27.00
S72 °08'47'E
-' L93
53.55
S75 °25'31 "E
L94
42.94
S35 °54'31'E
L95
26.12
S13 °13'42'W
L96
59.17
S70 °11'32'E
L97
53.93
S05 °02'58'W.
L98
32.88
S16 °42'50'E
L99
55.22
S57 °51'53 "E
L100
32.55
S12 °19'04 "E
L101
57,14
N29 °36'32 "E
L102
99.91
N30 °29'38'W
L103
25.29
N35 °23'52'W
L104
44.97
N15 °37'09'W
L105
32.82
N50 °57'48'W
L106
39.35
S43 °07'09'W
L107
41.30
S21 °04'50'W
L108
4723
S49 °33'36'W
L109
66.75
N56 °36'49 W
L110
58.25
N04 °20'55'W
L111
27.31
N53 °22'35 "E
L112
37.68
N49 °41'25 "E
L113
26.73
S45 °49'07'E
L114
23.62
S30 °53'43 "E
L115
48.48
N40 °48'58 "E
L116
18.55
N11 °53'0 7'E
L117
45.80
N47 °53'50 "W
L118
57.59
N50 °48'39W
L119
66.60
N39 °48'29'W
L120
139.95
N45 °30'20'W

n c 100 MINIMUM .
f +.•. , I.VIV.71 RIJV I1VIV CIV 1 RHIVtrC '
A ' SCHEDULE FOR DIVERSION DITCH
A ' INSTALLATION, MAINTENANCE, AND REMOVALS HE RSI N D T
r, „., 1 NOT TO SCALE
PE OUTLET- PRC7ECTION I
T• ?
LEGEND
P
DESCRIPTION
o
SEDIMENT TRAP
PROTECTION N
� PR
ARC FILT ER E R INLET E
NONE
DIVERSION DITCH
> —'—
C ARRIAGE CREEK
DRIVE o ,
AND SLOPES
CONSTRUCTION ENTRANCE
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R 133 p FCy' °�
R 4'O 0
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SEDIMENT FENCE W/ OUTLET
7 DAYS
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p
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n c 100 MINIMUM .
f +.•. , I.VIV.71 RIJV I1VIV CIV 1 RHIVtrC '
A ' SCHEDULE FOR DIVERSION DITCH
A ' INSTALLATION, MAINTENANCE, AND REMOVALS HE RSI N D T
r, „., 1 NOT TO SCALE
PE OUTLET- PRC7ECTION I
1 INSTALL THE DIVERSION DITCHES IMMEDIATELY FOLLOWING THE COMPLETION OF CLEARING WITHIN THE STREET R /W.
I � ' INSPECT DIVERSION D IT CHES AFTER EVERY RAINFALL D URIN G
THE CONSTRUCTION OPERATION. IMM EDIA T ELY REMOV
tLL E
•INSTALLATION, MAINTENANCE, AND REMOVAL SCHEDULE FOR CONSTRUCTION ENTRANCE
• I ANY OBSTRUCTIONS AND /OR SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION RIDGE.. CHECK . OUTLETS
AND MAKE TIMELY REPAIRS AS NEEDED.
INSTALL THE CONSTRUCTION ENTRANCE BEFORE CLFARfMIG /STRIPPING BEGINS ON THE SITE.
CONVERTED INTO ROADSIDE DITCHES ARE
DIVERSION DITCHES, WHICH DURING THE ROUGH GRADING PROCESS ARE C ,
TYPICAL LOT CLEARING PLAN MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE.
CONSIDERED PERMANENT STRUCTURES AND SHALL REMAIN FOLLOWING THE COMPLETION OF CONSTRUCTION. DRESSING WITH 2 -INCH STONE. MM IAT REMOVE TI
_ A E
NOT TO SCALE THIS MAY REQUIRE PERIODIC TOP DRESS N IMMEDIATELY ELY E VE ALL OBJECTIONABLE '
g .. LIMIT OF DISTURB NC P W TRACKED ONTO. PUBLIC ROADWAYS...:..
.,. a MATERIALS SPILLED, WASHED, OR
V7 se
U
_ :
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o BLOCK AND GRAVEL NL ET -P RO T EC TI N
REMOVE
V
E T HE CONSTRUCTION ENTRANCE AT T
HE TI ME
THE SUBDIVISION STREETS ARE BEING P
REPARED FOR
GREL CARRIAGE CREEK LLC. —GRADING AND THE RECEIVING OF A.B C .STONE.
(19 i CARRIAGE :LB� VISI(d FIE
DB3202 PG0501 JB 1
I i I
L PHASE
III _ —
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i I 00 4 TOP..... 192 00 ;
I 1 / PIN. 655 7 6924
II � \
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I r I LI ( ?
! 1 EXISTING 20 I ;. I \ i / i � ;
lII !. / j
, / I INV. OUT 1$9.08 TO SPREADER;
: ASPHALT .DRIVE ._ -4 I / / / l ( � � 1 I
\ I r / INV.. OUT 1'89.33 ' . TO OVER
I
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VICINITY MAP (NOT T ®SCALE) i ,�. I SEDIMENT TRAP 2
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CONSTRUCTION SE � I >r / / \
I / OP /204.00 , 5�4NV. 189.00
CONSTRUCTION / / T / v �. FE
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. / INV. IN 201,'20 . �
VALENTINE WITH I / •f / \
T D DISTURBING ACTIVITIES CONTACT THAD VALE ,� � ENTRANCE I / /
1. PRIOR 0 LAN I \ � � �.. ;�-
\ I t _ r
_ 919-791-4200. IN .OUT ..201.06 , ...._
QUALITY SECTION ®. I � / \
NCDENR. LAND QU \ �.' / / F.
a :I
0
f
TION ENTRANCE.
CONSTRUCTION, INSTALL THE CONSTRUCTION r / /
2. PRIOR TO THE START OF CONS
LIMIT OF / r
! I / / \
FENCE FOR'THE ROADWAY CONSTRUCTION: _ ( / DISTURBANCE TYP i / /
3. INSTALL THE SEDIMENT E CE - \ � I / ( ) /
I I \ /i
DIVERSIONS. TRAPS AND DIVERSIONS
a � / F. i -( I 11 1 1 RIP RAP LINED
INSTALL SEDIMENT TRAPS AND TEMPORARY i i . -. / / / / i •I - - _-
4 CHANNEL 2 ® Q / - -
I CHANNEL T / I ` / // L I
SHALL BE SEEDED MULCHED AND ANCHORED IMMEDIATELY AFTER CONSTRUCTION.
r r 1 I ;c f 1_ #
f I / � / / : � LFL 18 OPEE j *� f - -- - - CHANNEL # 1
/ ®. 4� / IFE 30
m / /
5. BEGIN ROUGH GRADING THE ROADWAY. STEEP HILL INVESTMENTS LLC: ,, .- -�, - � / � F ; I V. 189.00 -
%fl— �) -�-- --
/ I .: s. I - I ! / I _ I ONE
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( \ / zo
- - - - - - I / ,LEV SPIRE DERI 1 /
6: SEED STRAW, AND TACK ALL DISTURBED EA PIN. 165500-65-3096 I �, o ° .�- tx /
I ,� �° ELEV. 189.00 1
t �.
THE TRAP SHALL -_.
7: ONCE THE .ROADWAY SHOULDERS, AND .CHANNELS ARE STABILIZED, THE REMOVAL OF E I / I , I I
WITH THE ENGINEER ONCE THE TRAP IS REMOVED, BEGIN INSTALLATION OF THE = HDPE I / / \ ' I
BE ARRANGED � / � \ I , / VARIABLE WIDTH: PEF�MANENT / \
CH AREA OF THE \ I I I I I I / / / f/
PIPE TO THE LEVEL SPREADER AND LEVEL SPREADER CONSTRUCTION. SEED AND MULCH I 1 (;r (I /
/ � \ 1 \ /•, � Pt�BLIC \DRAINAGE: EM NT �
I / I I _ I ✓\ \ 1 /
`SEDIMENT TRAP AND HDPE PIPE. S9
STABILIZED AND GROUND COVER IS ESTABLISHED, CALL / -i / I 60 I I I \ \ \
8: ONCE THE SITE S , ti I
I / O O FES INV •- 220:0
FOR AN NCDENR LAND QUALITY FOR AN INSPECTION. - • - - • - - \ / I / / I I I \ \ \; \ \ \ \ \
\ -tl --
9. ONCE THE TEMPORARY MEASURES ARE REMOVED, SEED, STRAW AND TACK ALL DISTURBED AREAS. �/
/ , /
CHANNEL #7 \ \ o
CHAN Q
10. ALL SEDIMENT AND EROSION CONTROL MEASURES SHALL BE INSPECTED AT LEAST WEEKLY AND
RIN THE CONSTRUCTION PROCESS. CHANNEL 5 °�� I ( I / \ ' \/
AFTER EVERY RAINFALL EVENT DU G
STREET _ 50' UBLIL RNV I / I \ "SEDIMENT TRAP .1 I -��O \ \ \ \ \ \ �Q`�O
11. CONTRACTOR SHALL NOTE THAT NCDENR SELF - INSPECTION FORMS ARE REQUIRED TO r , _ _ . _ • _ _ • L - _ - _ - - - - - - - _ �� 20 Wx40 x3.5..D
- QUALITY SECTION: C
BE SUBMITTED TO THE NCDENR LAND Q
AT LEAST ONCE MONTHLY, THE CONTRACTOR SHOULD MAIL, FAX, OR EMAIL A COPY OF ANY
AND ALL NEW SELF- INSPECTION REPORTS PERFORMED THAT MONTH TO: /
BY MAIL: NCDENR- LAND RESOURCES
LAND QUALITY SECTION ? {
PO BOX 1628
$ 0� �. '— —i -7— i7 -7— =ill Do 9— T- 7— i —i- -i _ —T —i _ t \ ` (7. \
\ ARC FILTER INLET I \
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\ PROTECTION \ \ \ \ \ \ \ O ,< N F
- \ - \ \ \ \ \ BETTY CAROLYN HEARON
LOVE - o o-T- O � O DB0436 PGO159
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PIN: 165500 -96 -4432
MAIL SERVICE CENTER / - - - - - - - s I I • I \ \ � \ \ \ \ \ \ \
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RALEIGH, NC 27699 -1628
\ D: - CHANNEL 6 \\ \ \ \ I
ATTN. = THAD VALENTINE / - p - -�- -�- • - - • _ _ • # I li I I - . / �. HECK OAM TYP)
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BY FAX: [phone] Lul ,; 5
- CHANNEL #8
BY EMAIL: thad.volentineOncdenr. ov
J ui 0+ 70 �. ,
O
THE REPORT CAN BE FOUND ONLINE AT http: / /portaLncdenr.org /web /wq /ws /su /construction - I ' __ t7 - _.: _ I I -,.. NNN
\ e \
al I O
0I
I ,I ( _TEMPORARY
- ( DIVERSION (TYP)_ \
,_CHANNEL #4 I - - - - - -1 L - - - - -
_ ' I CHANNEL #3 \ \
\ SEDIMENT FENCE w/
+ STABILIZED OUTLET (TYP) O I \ \ \ \
I
NOTES ; LN
CONTROL MEASURES SHALL BE INITIATED PRIOR TO THE -j - ” _ I I / ` \ \ '\ \
EFFECTIVE EROSION CO -' ./ Y ''
COMMENCEMENT OF GRADING, EXCAVATION OR OTHER OPERATIONS THAT WILL DISTURB I • _ • _ _ • 777
\ \
THE SHOWN HEREIN ARE FOR NATURAL PROTECTION. THE EROSION CONTROL DETAILS
THE CONTRACTOR'S REFERENCE. THE DETERMINATION OF WHICH DETAIL IS APPLICABLE AS I -_' \PHASE 4
THE WORK PROGRESSES SHALL BE AS SHOWN ON THE PLANS OR MADE BY THE FUTURE PHASE
\ \
ENGINEER. -
\ � N/F
ALL DITCHES, CHANNELS, ETC. SHALL BE STABILIZED ACCORDING TO THE ABOVE / -- ® ®� - -- PO ©/� ©�/ SEEDING �+ /� �+
i r ®.• ®.••�" - - — 00t-5�_ SCALE: 1" =50` CARRIAGE CREEK LLC. T M11711 n I SEEDING SPECIFICATIONS
SCHEDULE. �' ®.•� ` DB3941 PGO163
N PRECAUTIONS TO AVOID THE SILTING OF r '® PIN: 165500 -84 -2283
THE CONTRACTOR SHALL TAKE ALL REASONABLE i ` __ \ BETWEEN MAY 1 AND AUGUST ' 15, ADD 40 LB /ACRE GERMAN MILLET. PRIOR TO MAY 1
ADJACENT STREAMS OR OTHER WATER COURSES DUE TO THE CONSTRUCTION OF THIS ®. — — -- _ 0 25 50 100 1 0
/ OR AFTER AUGUST 15, ADD 120 LB /ACRE RYE (GRAIN)..
PROJECT.
- / SEDIMENT TRAP 4 FALL 'Sr BEST FOR TALL FESCUE AND LATE WINTER FOR LESPEDEZAS OVERSEEDiNG OF
THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES IN A GOOD WORKING % 21 5_ #
STATE OF REPAIR UNTIL THEIR USE IS NO LONGER WARRANTED. ALL MEASURES SHALL / / 15 Wx30 x3.5 D
.KOBE L:SPEDEZAS OVER THE FALL SEEDED TALL FESCUE IS VERY EFFECTIVE. USE
BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. PRIOR TO THE REMOVAL OF
ANY ..DEVICE,. THE CONTRACTOR SHALL CONTACT LAND QUALITY FOR AN INSPECTION.. i � UNHULL,ED BERMUDAGRASS SEED IN FALL.
SOIL AMENDMENTS
DESCRIPTION OF / APPLY LIME AND FERTILIZER ACCORDING TO TESTS, OR APPLY 2,000 LB /ACRE GROUND
THE CONTRACTOR IS REFERRED TO THE DETAILED SPECIFICATIONS FOR A DESC © © SEEDING
ADDITIONAL EROSION CONTROL MEASURES TO BE APPLIED.
PERMANENT RM T SPECIFICATIONS AGRICULTURE LIMESTONE AND 750 LB /ACRE 10 -10 -10 FERTILIZER.
EROSION CONTROL MEASURES SEEDING MIXTURE
MULCH ,
SILT FENCE ANDL ALTERNATE TEMPORARY SEDIMENT AND SPECIES RATE: (LB /ACRE) APPLY 4,000 LB /ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE
SHALL BE INSTALLE LED BELOW DISTURBED .AREAS AS NEEDED- TO PREVENT SEDIMENT LOSS.
NC PIN # 165500 -74 -4619, 165500 -74 -6686, 165500 -74 -9612 165500 -84 -2283 TALL FESCUE - 80 MULCH. ANCHOR STRAW BY TACKING WITH ASPHALT. APPLY ASPHALT AT 0.10 GALLONS
165500 -73 -0559, 165500 -73 -3229, 165500 -73 -6623 ® SERICEA LESPEDEZA 30 PER SQUARE YARD (10 GAL /10,000 SF).
DISTURBED AREA 4.30 AC. 0 IC
ED (' E TION KOBE LESPEDEZA 10
PENSACOLA BAHIAGRASS 50
MAINTENANCE
SEEDING NOTES REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH
CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL 1, FROM SEPT. 1 - MAR. 1, USE UNSCARIFIED SERICEA SEED. IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
GROUND STABILIZATION
a) , SOIL STABILIZATION SHALL BE ACHIEVED ON ANY AREA OF A SITE WHERE LAND- DISTURBING ATIVITIES HAVE
TEMPORARILY OR PERMANENTLY CEASED ACCORDING TO THE FOLLOWING SCHEDULE:
I) , ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES, AND ALL SLOPES STEEPER THAN 3:1
SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS
PRACTICABLE, BUT IN ANY EVENT, WITHIN 7 CALENDAR DAYS FROM THE LAST LAND - DISTURBING ACTIVITY. ,
ii) ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND
COVER AS SOON AS PRACTICABLE, BUT IN ANY EVENT, WITHIN 14 CALENDAR DAYS FROM THE LAST
LAND- DISTURBING. ACTIVITY,
.b) CONDITIONS - IN MEETING THE STABILIZATION REQUIREMENTS ABOVE, THE FOLLOWING CONDIT6NS OR
EXEMPTIONS SHALL APPLY:
i) EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITY BASED ON WEAT =ER OR
OTHER SITE - SPECIFIC CONDITIONS THAT MAKE COMPLIANCE IMPRACTICABLE.
ii) ALL SLOPES 50' IN LENGTH OR GREATER SHALL APPLY THE GROUND COVER _WITHIN 7 C % =YS EXCEPT
WHEN THE SLOPE IS FLATTER THAN 4:1. SLOPES. LESS THAN 50' SHALL APPLY GROUND COVER WITHIN
14 DAYS EXCEPT WHEN SLOPES ARE STEEPER THAN 3:1, THE 7 -DAY REQUIREMENT APPfYS.
iii) ANY SLOPE AREA FLATTER THAN 4:1 SHALL BE EXEMPT FROM THE 7 -DAY GROUND COVER REQUIREMENT.
iv) SLOPES 10' OR LESS IN LENGTH SHALL BE EXEMPT FROM THE 7 -DAY GROUND COVER REQUIREMENT
EXCEPT WHEN THE SLOPE IS STEEPER THAN 2:1.
v) ALTHOUGH STABILIZATION IS USUALLY SPECIFIED AS GROUND COVER, OTHER METHODS, SUCH AS CHEMICAL
STABILIZATION, MAY BE ALLOWED ON A CASE -BY -CASE BASIS.
vi) FOR PORTIONS OF THE PROJECTS WITHIN THE SEDIMENT CONTROL COMMISSION - DEFINED
"HIGH QUALITY WATER ZONE" (15A NCAC 04A.0105), STABILIZATION WITH GROUND COVER SHALL BE
ACHIEVED AS SOON AS PRACTICABLE, BUT IN ANY EVENT, ON ALL AREAS OF THE SITE 1,!(ITHIN
7 CALENDAR DAYS FROM THE LAST LAND DISTURBING ACT.
vii) PORTIONS OF THE SITE THAT ARE LOWER IN ELEVATION THAN THE ADJACENT DISCHARGE LOCATIONS AND
ARE NOT EXPECTED TO DISCHARGE DURING CONSTRUCTION MAY BE EXEMPT FROM TEMPORARY GROUND
COVER REQUIREMENTS IF IDENTIFIED ON THE APPROVED E &SC PLAN OR ADDED BY THE PERMITTING AUTHORITY.
GROUND STABILIZATION
T• ?
STABILIZATION
P
DESCRIPTION
o
SITE ,
PROTECTION N
� PR
ARC FILT ER E R INLET E
NONE
.q o
o'
V) uj`,
s
«:
C ARRIAGE CREEK
DRIVE o ,
AND SLOPES
�—
HIGH QUALITY
o Z
CHECK DAM
WATER (HQW)
7 DAYS
w, F „•
p
ZONES
SLOPES STEEPER
SEDIMENT AND EROSION CONTROL
IF SLOPES ARE 10' OR
THAN 3:1
7 DAYS
1 INSTALL THE DIVERSION DITCHES IMMEDIATELY FOLLOWING THE COMPLETION OF CLEARING WITHIN THE STREET R /W.
I � ' INSPECT DIVERSION D IT CHES AFTER EVERY RAINFALL D URIN G
THE CONSTRUCTION OPERATION. IMM EDIA T ELY REMOV
tLL E
•INSTALLATION, MAINTENANCE, AND REMOVAL SCHEDULE FOR CONSTRUCTION ENTRANCE
• I ANY OBSTRUCTIONS AND /OR SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION RIDGE.. CHECK . OUTLETS
AND MAKE TIMELY REPAIRS AS NEEDED.
INSTALL THE CONSTRUCTION ENTRANCE BEFORE CLFARfMIG /STRIPPING BEGINS ON THE SITE.
CONVERTED INTO ROADSIDE DITCHES ARE
DIVERSION DITCHES, WHICH DURING THE ROUGH GRADING PROCESS ARE C ,
TYPICAL LOT CLEARING PLAN MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE.
CONSIDERED PERMANENT STRUCTURES AND SHALL REMAIN FOLLOWING THE COMPLETION OF CONSTRUCTION. DRESSING WITH 2 -INCH STONE. MM IAT REMOVE TI
_ A E
NOT TO SCALE THIS MAY REQUIRE PERIODIC TOP DRESS N IMMEDIATELY ELY E VE ALL OBJECTIONABLE '
g .. LIMIT OF DISTURB NC P W TRACKED ONTO. PUBLIC ROADWAYS...:..
.,. a MATERIALS SPILLED, WASHED, OR
V7 se
U
_ :
- � --• N F
o BLOCK AND GRAVEL NL ET -P RO T EC TI N
REMOVE
V
E T HE CONSTRUCTION ENTRANCE AT T
HE TI ME
THE SUBDIVISION STREETS ARE BEING P
REPARED FOR
GREL CARRIAGE CREEK LLC. —GRADING AND THE RECEIVING OF A.B C .STONE.
(19 i CARRIAGE :LB� VISI(d FIE
DB3202 PG0501 JB 1
I i I
L PHASE
III _ —
I- I ,
i I 00 4 TOP..... 192 00 ;
I 1 / PIN. 655 7 6924
II � \
I ` tE.�IS i lt'1G INV. ' IN 189.28
I r I LI ( ?
! 1 EXISTING 20 I ;. I \ i / i � ;
lII !. / j
, / I INV. OUT 1$9.08 TO SPREADER;
: ASPHALT .DRIVE ._ -4 I / / / l ( � � 1 I
\ I r / INV.. OUT 1'89.33 ' . TO OVER
I
� e r ,
VICINITY MAP (NOT T ®SCALE) i ,�. I SEDIMENT TRAP 2
\ I I /
1 /
- - - -- � i 1 o wx2o x. \ J ,
-------------------------------- - - - - -- ( 3 5 D BLOCK AND OR
I l } /
i SEDIMENT TRAP #3 „ INL PROTECTION
\ i 8tF 1B HDE
I L
3. D
10Wx Ox 5
- � I � / w /�E5
/ 1
CONSTRUCTION SE � I >r / / \
I / OP /204.00 , 5�4NV. 189.00
CONSTRUCTION / / T / v �. FE
I� / 1 /
. / INV. IN 201,'20 . �
VALENTINE WITH I / •f / \
T D DISTURBING ACTIVITIES CONTACT THAD VALE ,� � ENTRANCE I / /
1. PRIOR 0 LAN I \ � � �.. ;�-
\ I t _ r
_ 919-791-4200. IN .OUT ..201.06 , ...._
QUALITY SECTION ®. I � / \
NCDENR. LAND QU \ �.' / / F.
a :I
0
f
TION ENTRANCE.
CONSTRUCTION, INSTALL THE CONSTRUCTION r / /
2. PRIOR TO THE START OF CONS
LIMIT OF / r
! I / / \
FENCE FOR'THE ROADWAY CONSTRUCTION: _ ( / DISTURBANCE TYP i / /
3. INSTALL THE SEDIMENT E CE - \ � I / ( ) /
I I \ /i
DIVERSIONS. TRAPS AND DIVERSIONS
a � / F. i -( I 11 1 1 RIP RAP LINED
INSTALL SEDIMENT TRAPS AND TEMPORARY i i . -. / / / / i •I - - _-
4 CHANNEL 2 ® Q / - -
I CHANNEL T / I ` / // L I
SHALL BE SEEDED MULCHED AND ANCHORED IMMEDIATELY AFTER CONSTRUCTION.
r r 1 I ;c f 1_ #
f I / � / / : � LFL 18 OPEE j *� f - -- - - CHANNEL # 1
/ ®. 4� / IFE 30
m / /
5. BEGIN ROUGH GRADING THE ROADWAY. STEEP HILL INVESTMENTS LLC: ,, .- -�, - � / � F ; I V. 189.00 -
%fl— �) -�-- --
/ I .: s. I - I ! / I _ I ONE
D83749 PG0578 i ! „I ,, � / / � _ I LF.. �.;n / / / � r � I ;1 NE 2 z
( \ / zo
- - - - - - I / ,LEV SPIRE DERI 1 /
6: SEED STRAW, AND TACK ALL DISTURBED EA PIN. 165500-65-3096 I �, o ° .�- tx /
I ,� �° ELEV. 189.00 1
t �.
THE TRAP SHALL -_.
7: ONCE THE .ROADWAY SHOULDERS, AND .CHANNELS ARE STABILIZED, THE REMOVAL OF E I / I , I I
WITH THE ENGINEER ONCE THE TRAP IS REMOVED, BEGIN INSTALLATION OF THE = HDPE I / / \ ' I
BE ARRANGED � / � \ I , / VARIABLE WIDTH: PEF�MANENT / \
CH AREA OF THE \ I I I I I I / / / f/
PIPE TO THE LEVEL SPREADER AND LEVEL SPREADER CONSTRUCTION. SEED AND MULCH I 1 (;r (I /
/ � \ 1 \ /•, � Pt�BLIC \DRAINAGE: EM NT �
I / I I _ I ✓\ \ 1 /
`SEDIMENT TRAP AND HDPE PIPE. S9
STABILIZED AND GROUND COVER IS ESTABLISHED, CALL / -i / I 60 I I I \ \ \
8: ONCE THE SITE S , ti I
I / O O FES INV •- 220:0
FOR AN NCDENR LAND QUALITY FOR AN INSPECTION. - • - - • - - \ / I / / I I I \ \ \; \ \ \ \ \
\ -tl --
9. ONCE THE TEMPORARY MEASURES ARE REMOVED, SEED, STRAW AND TACK ALL DISTURBED AREAS. �/
/ , /
CHANNEL #7 \ \ o
CHAN Q
10. ALL SEDIMENT AND EROSION CONTROL MEASURES SHALL BE INSPECTED AT LEAST WEEKLY AND
RIN THE CONSTRUCTION PROCESS. CHANNEL 5 °�� I ( I / \ ' \/
AFTER EVERY RAINFALL EVENT DU G
STREET _ 50' UBLIL RNV I / I \ "SEDIMENT TRAP .1 I -��O \ \ \ \ \ \ �Q`�O
11. CONTRACTOR SHALL NOTE THAT NCDENR SELF - INSPECTION FORMS ARE REQUIRED TO r , _ _ . _ • _ _ • L - _ - _ - - - - - - - _ �� 20 Wx40 x3.5..D
- QUALITY SECTION: C
BE SUBMITTED TO THE NCDENR LAND Q
AT LEAST ONCE MONTHLY, THE CONTRACTOR SHOULD MAIL, FAX, OR EMAIL A COPY OF ANY
AND ALL NEW SELF- INSPECTION REPORTS PERFORMED THAT MONTH TO: /
BY MAIL: NCDENR- LAND RESOURCES
LAND QUALITY SECTION ? {
PO BOX 1628
$ 0� �. '— —i -7— i7 -7— =ill Do 9— T- 7— i —i- -i _ —T —i _ t \ ` (7. \
\ ARC FILTER INLET I \
V
\ PROTECTION \ \ \ \ \ \ \ O ,< N F
- \ - \ \ \ \ \ BETTY CAROLYN HEARON
LOVE - o o-T- O � O DB0436 PGO159
\
PIN: 165500 -96 -4432
MAIL SERVICE CENTER / - - - - - - - s I I • I \ \ � \ \ \ \ \ \ \
/ \ >_L_ \ \ �\
RALEIGH, NC 27699 -1628
\ D: - CHANNEL 6 \\ \ \ \ I
ATTN. = THAD VALENTINE / - p - -�- -�- • - - • _ _ • # I li I I - . / �. HECK OAM TYP)
Y
BY FAX: [phone] Lul ,; 5
- CHANNEL #8
BY EMAIL: thad.volentineOncdenr. ov
J ui 0+ 70 �. ,
O
THE REPORT CAN BE FOUND ONLINE AT http: / /portaLncdenr.org /web /wq /ws /su /construction - I ' __ t7 - _.: _ I I -,.. NNN
\ e \
al I O
0I
I ,I ( _TEMPORARY
- ( DIVERSION (TYP)_ \
,_CHANNEL #4 I - - - - - -1 L - - - - -
_ ' I CHANNEL #3 \ \
\ SEDIMENT FENCE w/
+ STABILIZED OUTLET (TYP) O I \ \ \ \
I
NOTES ; LN
CONTROL MEASURES SHALL BE INITIATED PRIOR TO THE -j - ” _ I I / ` \ \ '\ \
EFFECTIVE EROSION CO -' ./ Y ''
COMMENCEMENT OF GRADING, EXCAVATION OR OTHER OPERATIONS THAT WILL DISTURB I • _ • _ _ • 777
\ \
THE SHOWN HEREIN ARE FOR NATURAL PROTECTION. THE EROSION CONTROL DETAILS
THE CONTRACTOR'S REFERENCE. THE DETERMINATION OF WHICH DETAIL IS APPLICABLE AS I -_' \PHASE 4
THE WORK PROGRESSES SHALL BE AS SHOWN ON THE PLANS OR MADE BY THE FUTURE PHASE
\ \
ENGINEER. -
\ � N/F
ALL DITCHES, CHANNELS, ETC. SHALL BE STABILIZED ACCORDING TO THE ABOVE / -- ® ®� - -- PO ©/� ©�/ SEEDING �+ /� �+
i r ®.• ®.••�" - - — 00t-5�_ SCALE: 1" =50` CARRIAGE CREEK LLC. T M11711 n I SEEDING SPECIFICATIONS
SCHEDULE. �' ®.•� ` DB3941 PGO163
N PRECAUTIONS TO AVOID THE SILTING OF r '® PIN: 165500 -84 -2283
THE CONTRACTOR SHALL TAKE ALL REASONABLE i ` __ \ BETWEEN MAY 1 AND AUGUST ' 15, ADD 40 LB /ACRE GERMAN MILLET. PRIOR TO MAY 1
ADJACENT STREAMS OR OTHER WATER COURSES DUE TO THE CONSTRUCTION OF THIS ®. — — -- _ 0 25 50 100 1 0
/ OR AFTER AUGUST 15, ADD 120 LB /ACRE RYE (GRAIN)..
PROJECT.
- / SEDIMENT TRAP 4 FALL 'Sr BEST FOR TALL FESCUE AND LATE WINTER FOR LESPEDEZAS OVERSEEDiNG OF
THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES IN A GOOD WORKING % 21 5_ #
STATE OF REPAIR UNTIL THEIR USE IS NO LONGER WARRANTED. ALL MEASURES SHALL / / 15 Wx30 x3.5 D
.KOBE L:SPEDEZAS OVER THE FALL SEEDED TALL FESCUE IS VERY EFFECTIVE. USE
BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. PRIOR TO THE REMOVAL OF
ANY ..DEVICE,. THE CONTRACTOR SHALL CONTACT LAND QUALITY FOR AN INSPECTION.. i � UNHULL,ED BERMUDAGRASS SEED IN FALL.
SOIL AMENDMENTS
DESCRIPTION OF / APPLY LIME AND FERTILIZER ACCORDING TO TESTS, OR APPLY 2,000 LB /ACRE GROUND
THE CONTRACTOR IS REFERRED TO THE DETAILED SPECIFICATIONS FOR A DESC © © SEEDING
ADDITIONAL EROSION CONTROL MEASURES TO BE APPLIED.
PERMANENT RM T SPECIFICATIONS AGRICULTURE LIMESTONE AND 750 LB /ACRE 10 -10 -10 FERTILIZER.
EROSION CONTROL MEASURES SEEDING MIXTURE
MULCH ,
SILT FENCE ANDL ALTERNATE TEMPORARY SEDIMENT AND SPECIES RATE: (LB /ACRE) APPLY 4,000 LB /ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE
SHALL BE INSTALLE LED BELOW DISTURBED .AREAS AS NEEDED- TO PREVENT SEDIMENT LOSS.
NC PIN # 165500 -74 -4619, 165500 -74 -6686, 165500 -74 -9612 165500 -84 -2283 TALL FESCUE - 80 MULCH. ANCHOR STRAW BY TACKING WITH ASPHALT. APPLY ASPHALT AT 0.10 GALLONS
165500 -73 -0559, 165500 -73 -3229, 165500 -73 -6623 ® SERICEA LESPEDEZA 30 PER SQUARE YARD (10 GAL /10,000 SF).
DISTURBED AREA 4.30 AC. 0 IC
ED (' E TION KOBE LESPEDEZA 10
PENSACOLA BAHIAGRASS 50
MAINTENANCE
SEEDING NOTES REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH
CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL 1, FROM SEPT. 1 - MAR. 1, USE UNSCARIFIED SERICEA SEED. IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
GROUND STABILIZATION
a) , SOIL STABILIZATION SHALL BE ACHIEVED ON ANY AREA OF A SITE WHERE LAND- DISTURBING ATIVITIES HAVE
TEMPORARILY OR PERMANENTLY CEASED ACCORDING TO THE FOLLOWING SCHEDULE:
I) , ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES, AND ALL SLOPES STEEPER THAN 3:1
SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS
PRACTICABLE, BUT IN ANY EVENT, WITHIN 7 CALENDAR DAYS FROM THE LAST LAND - DISTURBING ACTIVITY. ,
ii) ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND
COVER AS SOON AS PRACTICABLE, BUT IN ANY EVENT, WITHIN 14 CALENDAR DAYS FROM THE LAST
LAND- DISTURBING. ACTIVITY,
.b) CONDITIONS - IN MEETING THE STABILIZATION REQUIREMENTS ABOVE, THE FOLLOWING CONDIT6NS OR
EXEMPTIONS SHALL APPLY:
i) EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITY BASED ON WEAT =ER OR
OTHER SITE - SPECIFIC CONDITIONS THAT MAKE COMPLIANCE IMPRACTICABLE.
ii) ALL SLOPES 50' IN LENGTH OR GREATER SHALL APPLY THE GROUND COVER _WITHIN 7 C % =YS EXCEPT
WHEN THE SLOPE IS FLATTER THAN 4:1. SLOPES. LESS THAN 50' SHALL APPLY GROUND COVER WITHIN
14 DAYS EXCEPT WHEN SLOPES ARE STEEPER THAN 3:1, THE 7 -DAY REQUIREMENT APPfYS.
iii) ANY SLOPE AREA FLATTER THAN 4:1 SHALL BE EXEMPT FROM THE 7 -DAY GROUND COVER REQUIREMENT.
iv) SLOPES 10' OR LESS IN LENGTH SHALL BE EXEMPT FROM THE 7 -DAY GROUND COVER REQUIREMENT
EXCEPT WHEN THE SLOPE IS STEEPER THAN 2:1.
v) ALTHOUGH STABILIZATION IS USUALLY SPECIFIED AS GROUND COVER, OTHER METHODS, SUCH AS CHEMICAL
STABILIZATION, MAY BE ALLOWED ON A CASE -BY -CASE BASIS.
vi) FOR PORTIONS OF THE PROJECTS WITHIN THE SEDIMENT CONTROL COMMISSION - DEFINED
"HIGH QUALITY WATER ZONE" (15A NCAC 04A.0105), STABILIZATION WITH GROUND COVER SHALL BE
ACHIEVED AS SOON AS PRACTICABLE, BUT IN ANY EVENT, ON ALL AREAS OF THE SITE 1,!(ITHIN
7 CALENDAR DAYS FROM THE LAST LAND DISTURBING ACT.
vii) PORTIONS OF THE SITE THAT ARE LOWER IN ELEVATION THAN THE ADJACENT DISCHARGE LOCATIONS AND
ARE NOT EXPECTED TO DISCHARGE DURING CONSTRUCTION MAY BE EXEMPT FROM TEMPORARY GROUND
COVER REQUIREMENTS IF IDENTIFIED ON THE APPROVED E &SC PLAN OR ADDED BY THE PERMITTING AUTHORITY.
GROUND STABILIZATION
SITE AREA
STABILIZATION
STABILIZATION TIME
DESCRIPTION
TIME FRAME
FRAME EXCEPTIONS
PERIMETER DIKES,
RIP THE ENTIRE AREA TO A 6 INCH DEPTH.
NONE
SWALES, DITCHES,
7 DAYS
REMOVE ALL LOOSE ROCK, ROOTS AND .OTHER OBSTRUCTIONS LEAVING SURFACE
AND SLOPES
HIGH QUALITY
NURSE
HIGH QUALITY
WATER (HQW)
7 DAYS
WATER (HQW)
ZONES
ZONES
SLOPES STEEPER
SEDIMENT AND EROSION CONTROL
IF SLOPES ARE 10' OR
THAN 3:1
7 DAYS
LESS IN LENGTH AND ARE
PREPARED, 4 TO 6 INCHES DEEP.
NOT STEEPER THAN 2:1,
FOR
14 DAYS ARE ALLOWED.
SLOPES FLATTER
CARRIAGE CREEK SUBDIVISION
7 DAYS FOR SLOPES
THAN 3:1
14 DAYS
GREATER THAN 50 FEET
MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
IN LENGTH
ALL OTHER AREAS
NONE
WITH SLOPES FLATTER
14 DAYS
(EXCEPT FOR
THAN 4:1
PERIMETERS AND
PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER 60% DAMAGED, RE-
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST, OR APPLY 3,00 - 5,000
HQW ZONES)
* "EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING
AUTHORITY BASED ON WEATHER OR OTHER SITE SPECIFIC
CONDITIONS THAT MAKE COMPLIANCE IMPRACTICABLE."
(SECTION 11.B(2)(b))
CONDITIONS IF PRESENT.
2. ON POORLY DRAINED SITES OMIT SERICEA AND INCREASE KOBE TO 30 LB /ACRE.
3. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA AND INCREASE KOBE TO 40
RIP THE ENTIRE AREA TO A 6 INCH DEPTH.
LB /ACRE.
STORMWATER MANAGEMENT
REMOVE ALL LOOSE ROCK, ROOTS AND .OTHER OBSTRUCTIONS LEAVING SURFACE
REASONABLY SMOOTH AND UNIFORM.
NURSE
N
AND
APPLY LIME FERTILIZER AND SUPERPHOSPHATE UNIFORMLY AND MIX WITH SOIL
BETWEEN APR. 15. AND AUG, 15, ADD 10LB /ACRE GERMAN MILLET OR 15 LB /ACRE
PRIOR TO MAY 1 OR AFTER AUG. 15, ADD 25 LB /ACRE RYE (GRAIN).
SEDIMENT AND EROSION CONTROL
PLAN
L WELL - PULVERIZED FIRM REASONABLY UNIFORM SEEDBED 1S
CONTINUE TILLAGE UNTIL
PREPARED, 4 TO 6 INCHES DEEP.
SEEDING DATES
FOR
SEED ON A FRESHLY PREPARED SEEDBED AND COVER LIGHTLY WITH SEEDING EQUIPMENT
BEST POSSIBLE
CARRIAGE CREEK SUBDIVISION
PHASE 4
OR CULTIPACK AFTER SEEDING:
EARLY SPRING: FEB. 15 -MAR. 20 FEB. 15 -APR. 30
MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
FALL: SEPT. 1 -SEPT. 30 SEPT. 1 - OCT. 31
CLEVELAND TOWNSHIP - JOHNSTON COUNTY NC
INSPECT ALL AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE
SOIL AMENDMENT
PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER 60% DAMAGED, RE-
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST, OR APPLY 3,00 - 5,000
ESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER AN D SEEDING R A TES.
LB /ACRE SUDANGRASS. PRIOR TO MAY 1 OR AFTER AUG. 15 ADD 25 LB /ACRE RYE
CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATION AFTER
PERMANENT COVER IS ESTABLISHED.
°'EXPOSED °AREAS INCLUDE, BUT ARE NOT LIMITED TO:
* AREAS CLEARED FOR ROADWAY CONSTRUCTION.
*AREAS CLEARED ON BUILDING LOTS.
• DRAINAGE EASEMENTS AND OPEN DRAINAGE CHANNELS.
• SEDIMENT AND EROSION CONTROL MEASURES (SEDIMENT TRAPS,
DIVERSION DITCHES, ETC.) AND THE AREAS ADJACENT TO SUCH MEASURES
■
(GRAIN).
MULC
APPLY 4,000 LB /ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE
MULCH. ANCHOR STRAW BY TACKING WITH ASPHALT. APPLY ASPHALT AT 0.10
GALLONS PER SQUARE YARD (10 GAL /10,000 SF).
MAINTENANCE
IF GROWTH IS LESS THAN FULLY ADEQUATE, REFERTILIZE IN THE SECOND YEAR,
ACCORDING TO SOIL TESTS OR TOPDRESS WITH 500 LB /ACRE 10 -10 -10 FERTILIZER.
MOW AS NEEDED WHEN SERICEA IS OMITTED FROM THE MIXTURE. RESEED, FERTILIZE,
AND MULCH DAMAGED AREAS IMMEDIATELY.
REVISION 002: REVISED LEVEL SPREADER BY -PASS - 4/3/13
REVISION 001: ADDRESSED COMMENTS PER NCDENR LAND QUALITY - 2/6/13

CHANNEL
SCHEDULE
CHANNEL
BOTTOM
1r ICTH
(FT)
SIDE
SLOPE.
lH' : -
CHANNEL
GRADE
ACTUAL
CHANNEL
_G TH
FROt,,i
STATION
-�
TO
STATION
LICE OF
ROD1,,,t i'
FROtVi AUU
---- --- -LT
PEP,4ANENT
LIhdING
--
TEkIPORARi
LININCJ --
1 USE 18" HDPE
17
: 3:1
.�LEJ
2.00
175
17 +00
1 +75
x
Grass
S75
x
I_I
'1:1
:ilil
175
i_I +i_II_i
1+75
FIT
G r y. -s
ti r _�
3
I_I
3:1
F
. � �,
_._r
�rin
�_
.17
� +� _
+ �
� �Ij
LT
Gras�
_
_
S75 -
�
Ij
'3:1
-7
5.h�
�:5
27
1 +;�5
4 +50
FIT
Gras -
SSSr55 -
5
Ij
3:1
0.50
X50
0 +00
4 +50
LT
Grass
S r 5_
S�
0
,..1
3:
i5-i
L._L
450
0 +0
4 +50
FIT
-
Gra-s�
-_ -
S75
-- -
7
it
: 3:1
1.7L 0 J
85�
1 _�
4 +50
End Sta
- - --
LT
- --
Grass
- - - -- --
S75
-- -
u
0
3.1
1.00
185,
4 +50
End Sta
FIT
G r 3:, s
S r 5
DRAINAGE AREA WEIR LENGTHI EXISTING SLOPE
(ACRES) (FT) O - FILTER FABRIC
CLASS 1 RIP -RAP =
2 6.0 VARIES
3 8.0
5 12 0 SIDE VIEW
'DIMENSIONS SHOWN ARE MINIMUM
EXISTING SLOPES I� HEIGHT & WIDTH DETERMINED BY
EXISTING TOPOGRAPHY AND
SEDIMENT STORAGE REQUIRED.
KEY RIP RAP INTO THE DAM
VARIES FOR STABILIZATION.
<r 6 1
w ` WEIR KEYED RIP RAP EXISTING SLO
a pE
STEP SEQUENCE
#57 WASHED STONE
FRONT VIEW
CHECK DAM
NOT TO SCALE
INSTALLATION, MAINTENANCE, AND REMOVAL SCHEDULE FOR CHECK DAMS
INSTALL CHECK DAMS AT THE TIME THE ROUGH- GRADING OF THE ROADSIDE DITCHES HAS BEEN COMPLETED.
INSPECT CHECK DAMS AND CHANNELS FOR DAMAGE AFTER EACH RUNOFF EVENT.
FLOWS AROUND THE
ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND EROSION
FROM HIGH F L
EDGES OF THE DAM. CORRECT ALL DAMAGES IMMEDIATELY. IF SIGNIFICANT EROSION O: =CURS BETWEEN DAMS, INSTALL
A PROTECTIVE RIP RAP LINER IN THAT PORTION OF THE CHANNEL.
REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS TO PREVENT DAMAGE TO CHANN _ VEGETATION, ALLOW THE
CHANNEL TO DRAIN THROUGH THE STONE CHECK DAM, AND PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER
THE DAM. ADD ;STONES T0, DAMS AS NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION.
LAND QUALITY_ MUST BE CONTACTED FOR AN INSPECTION PRIOR TO REMOVAL OF ANY TEMPORARY DEVICES.
AFTER LAND QUALITY INSPECTION AND APPROVAL AND AFTER ALL SEDIMENT- PRODUCIN3 AREAS HAVE BEEN
PERMANENTLY STABILIZED, REMOVE THE STRUCTURE AND ALL UNSTABLE SEDIMENT. SMOOTH THE AREA TO BLEND WITH
THE ADJOINING AREAS AND STABILIZE PROPERLY.
��3600CU FT AC
/
J . 7
i
BYPASS
FLOW B ASS
STRUCTURE 1�
I INT
NLET 0
BOX
BOTTOM
OUTLET TO LEVEL
SPREADER
T TO LEVEL
OUTLET
R
SPREADER INV.
OUTLET TO
STREAM
0 T
OUTLET 0
STREAM INV.
1
189.28
189.08
12" HDPE
189.08
1 USE 18" HDPE
189.33
TRAP #
DISTURBED
AREA
DRAINAGE
AREA
VOLUME
REQUIRED
Q10
(CFS)
SURFACE
AREA
REQUIRED
(SF)
TOP DIMENSIONS
BOrI TOM
DIMENSIONS
SURFACE
AREA
PROVIDED
(SF)
VOLUME
PROVIDED
(CF)
WEIR
LENGTH
(FT)
DEPTH
(FT)
1
0.98
0.98
35
2.87
1248
34
x
54
x
40
1664
3632
6.00
3.5
2
0.24
0.24-
828
_
64
0.70
306.
24
x
34
_20
10
x
20
--
70_4
1292
_
6.00
3.5
_
3 �
_ -_ --
0.12
--
0.12
432
0.35
-�
153
24
-
x
_
34
10
x
2 0
704
_
_
6.00
_
3.5
_
4
_
10.56
0.56
_
2016.
_
1.64
713
29
x
_
44
15
x
30
1134
_1292
2312
6.00
15
CONCRETE LEVEL SPREADER SHALL BE 14 "I--
TRENCHELD AND POURED ON CONTOUR. 3' WIDE STRIP OF
AFTER CONCRETE HAS HARDENED, IT FILTER FABRIC
SHALL BE` TAMPED TO INSURE STABILITY
INSTALLATION, MAINTENANCE, AND REMOVAL SCHEDULE FOR LEVEL SPREADER
INSTALL THE LEVEL SPREADERS FOLLOWING THE INSTALLATION OF THE SEDIMENT TRAPS.
IN SP ECT LEVEL S P READERS AFTER EVERY RAINFALL UNTIL VEGETATION IS ES TABLISHED AND PROMPTLY MAKE NEEDED
AFT AREA REPAIRS. A
S ER THE EA H S BEEN STABILIZED, MAKE PERIOD IC INSPECTIONS AND KEEP VEGETATION IN A
HEALTHY, VIGOROUS CONDITION.
INSTALLATION, MAINTENANCE, AND REMOVAL SCHEDULE_ FOR SEDIMENT TRAPS LEVEL SPREADERS ARE CONSIDERED PERMANENT STRUCTURES AND SHALL REMAIN FOLLOWING THE COMPLETION OF
- CONSTRUCTION.
INSTALL THE SEDIMENT TRAPS BEFORE CLEARING /STRIPPING COMMENCES ON THE SITE.
INSPECT TEMPORARY SEDIMENT TRAPS AFTER EACH PERIOD OF SIGNIFICANT F~AINFALL. REMOVE SEDIMENT AND
RESTORE THE TRAP TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE -HALF
THE DESIGN DEPTH OF THE TRAP. PLACE THE SEDIMENT THAT IS REMOVED IN THE DESIGNATED DISPOSAL AREA
AND REPLACE THE CONTAMINATED PART OF THE GRAVEL FACING.
CHECK THE STRUCTURE FOR DAMAGE FROM EROSION. PERIODICALLY CHECK 7HE DEPTH OF THE SPILLWAY TO ENSURE
IT IS A MINIMUM OF 1.5 FT BELOW THE LOW POINT OF THE EMBANKMENT. i[r iMED1ATELY FILL ANY SETTLEMENT OF THE
EMBANKMENT TO SLIGHTLY ABOVE DESIGN GRADE. ANY RIP RAP DISPLACED F7?OM THE SPILLWAY MUST BE REPLACED
IMMEDIATELY.
AFTER ALL SEDIMENT - PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZE':D, REMOVE THE STRUCTURE AND ALL
UNSTABLE SEDIMENT. SMOOTH THE AREA TO BLEND WITH THE ADJOINING AREAS AND STABILIZE PROPERLY.
DECOMMISSIONING THE SEDIMENT TRAP
1. CONTACT THE ENGINEER FOR DETERMINATION IF A SEDIMENT TRAP CAN BE REMOVED.
2. IF THE SEDIMENT TRAP HAS WATER IN IT, IT MUST BE PUMPED OUT FROM THE WATER SURFACE
INTO A FILTER BAG ON A LEVEL, STABILIZED AREA FREE OF DEBRIS',
3. MIX ANY EXCESS SEDIMENT WITH TOPSOIL, SPREAD, AND STABF -IZE.
4. FILL THE SEDIMENT TRAP.
5. AFTER FINAL GRADING, STABILIZED AREA WITH LIME, FERTILIZER, SEED AND STRAW.
DEWATERING
CONCRETE.. BLOCK.
°
CLASS "B" TO LEVEL
INFLUEN RIPRAP
SPREADER
STORM WATER
WATE
-�rR
l�
1
1 1
3'
FOREBAY
NOT TO SCALE
�- FILTER FABRIC OR
GRAVEL BEDDING
TRAPEZOIDAL RIP -RAP BY -PASS CHANNEL
NOT TO SCALE
° ° ® °® s CHANNEL BOTTOM WIDTH(W) SIDE SLOPE DEPTH(d) LENGTH CHANNEL LINER MINIMUM THICKNESS
as 1� 8 °
1 °� ° ® 0C, 1 3.00' 3:1 2.00' ±100' 6" ROCK - RIPRAP (MIN) 18"
41, 9
� o RIPRAP -LINED CHANNEL DETAIL
�o� ° O -� NOT TO SCALE
A' o
e %$ ®o
8a ,
-� ° N INSTALLATION, MAINTENANCE, AND REMOVAL SCHEDULE FOR RIPRAP -LINED CHANNELS
9 ,"®'oO000 0 0' <m0a& ,9CD� INSTALL THE RIPRAP -LINED CHANNEL IMMEDIATELY FOLLOWING THE INSTALLATION OF THE OUTLET PIPE.
- DURING THE ESTABLISHMENT PERIOD, CHECK RIPRAP -LINED CHANNELS AFTER EVERY RAINFALL. AFTER GRASS IS
ESTABLISHED, PERIODICALLY CHECK THE CHANNEL; CHECK IT AFTER EVERY HEAVY RAINFALL EVENT. IMMEDIATELY
2:1 SLOPE GRAVEL FILTE % MAKE REPAIRS. IT IS PARTICULARLY IMPORTANT TO CHECK THE CHANNEL OUTLET FOR BANK STABILITY AND
EVIDENCE OF PIPING OR SCOUR HOLES. REMOVE ALL SIGNIFICANT SEDIMENT ACCUMULATIONS TO MAINTAIN THE
WIRE SCREEN DESIGNED CARRYING CAPACITY.
TEMPORARY SEDIMENT THE RIPRAP -LINED CHANNEL IS CONSIDERED A PERMANENT STRUCTURE AND SHALL REMAIN FOLLOWING THE
POOL DEiiUATERING COMPLETION OF CONSTRUCTION.
°.
1' MIN. _ 16"
°
0
2' MAX. °�O - -- oil 1
I =III = III:.:. .
I I1 I I 141= 111=11 ICI I I -1 11 =11
1�= 111 - 111 = 111 - 111 = 111 =► : SEDIMENT AND EROSION CONTROL DETAIL SHEET
SEDIMENT ITI 11� i 111 = 111 -Ill `.
[ .I1ITT =i FOR
ARRIA G E CREEK SUBDIVISION N PHASE
BLOCK AND GRAVEL DROP .INLET PROTECTIION _
NOT TO SCALE..
CLEVELAND TOWNSHIP - JOHNSTON COUNTY, NC
REVISION 002: REVISED LEVEL SPREADER BY -PASS - 4/3/13
REVISION 001: ADDRESSED COMMENTS PER NCDENR LAND QUALITY - 2/6/1
STEEL FENCE PO
WIRE: FENCE'
HARDWARE. CLOTH
FILTER OF 1" DIAMETER
WASHED STONE w
°c ti 3' FILTER FABRIC
e`�by`;4)i!c1 ON GROUND
° %O Ocp;('�cOt2.Ci
enc�. �{7 °O °V� ..
C < o °G� °Q c
45 gv� °04qq°`d
WBo-
BURY WIRE FENCE AND HARDWARE CLOTH BURY 6" OF UPPER EDGE OF
FILTER FABRIC IN TRENCH
SECTION VIEW
4' MIN. SILT FENCE
_La _
:t
.� ?s s - x< s ys z
ti.
x jAx <
v
x � � x>lx ix xrtc xk ; • c x�� K�zn�C
x s S 6� ,• +, X x> d
I I iL r X
3
FRONT VIEW
BURY WIRE FENCE,
FILTER FABRIC,
AND HARDWARE
STEEL FENCE POST CLOTH IN TRENCH
SET MAX 2' APART
MIN. 18 INTO SOLID
GROUND
SEDIMENT FENCE WITH STABILIZED OUTLET
:EL NOT TO SCALE
)ST
- - - - -- _.) - - it
- - - I- - - PLASTIC OR
WIRE TIES
WIRE -- - - - -s - - -
FENCE
-- - -4-- -
_ NATURAL
GROUND
I {
I.
8 DOWN AND 4 �I 24"
FORWARD ALONG
THE TRENCH
WIRE FILTER
FENCE FABRIC
AhAjV
BACKFIL TRENCH
AND COMPACT NATURAL
THOROUGHLY GROUND
STEEL FILTER FABRIC
POST
UP � E
,
MIN
INSTALLATION, MAINTENANCE, AND REMOVAL SCHEDULE FOR SEDIMENT FENCE
INSTALL SEDIMENT FENCE IMMEDIATELY FOLLOWING THE COMPLETION OF CLEARING ON THE LOT.
INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS
IMMEDIATELY.
SHOULD T 0 THE SEDIMENT FENCE COLLAPSE TEAR DECOMPOSE, 0 D HE FABRIC F PO E, OR BECOME INEFFECTIVE, REPLACE IT
PROMPTLY.
REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO
REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT:
LAND QUALITY MUST BE CONTACTED FOR AN INSPECTION PRIOR TO REMOVING ANY TEMPORARY DEVICES.
AFTER LAND QUALITY INSPECTION AND APPROVAL. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENTS
DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN
PROPERLY STABILIZED.
ZONE 2 ZONE 1 STREAM ZONE 1 ZONE 2
FOREST FORESTED BED FORESTED ' FOREST
& DENSE & DENSE
GROUND GROUND
COVER COVER
20' 30 30 20'
Id
/ � V
J
1
C RUNOFF BY
> SHEET - FLOW
TYPICAL CROSS SECTION OF RIPARIAN BUFFER
/ NOT TO SCALE
I
fiI►�,,, Dalton Engineering �-
CAR
and Associates P. A.
SEAL -9�= 446 East Main Street 919 550 -4740
16282
0 26
P.O. Box 4 Fax [phone]
%,tiGIN`v,,•� 0 Clayton, NC 27520
/// IT' �P Job: 11006 Date: 1/17/13 Revision: 002
Ili
3 � Fate; SEDETAILS Drawn: CSB Sheet: 7 OF 7