20120798 Ver 1_401 Application_20120812

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LETTER OF TRANSMITTAL AUG 2 4 2012
® DENR - I? QUALITY
o Ward Consulting Engineers, P.C. �► ande ateeem d
8368 Six Forks Road, Suite 104
Raleigh North, Carolina 27615 -5083
(919) 870 -0526 Fax: [phone]
To: Gl %1�C�'�l2, 24 Ct Date: 623 ` n70 /o.
Company:
We are sending you: _ ✓Attached _Under separate cover via
the following:
_Shop drawings _Prints _Plans _Samples
_Specifications _Copy of letter Change order
These are Transmitted as checked below:
✓ For approval _Approved as submitted
_For your use _Approved as noted
_As requested _Returned for corrections
_For review & comment Other
_Resubmit_ copies for approval
_Submit _copies for distribution
_Return _corrected prints
Copy To: Signed:

t
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1 I > y
20120798
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre - Construction Notification PC Form
A. Applicant Information
1. Processing
1 a. Type(s) of approval sought from the
Corps:
r
® Section 404 Permit ❑ Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: NWP 13 & NWP 27 or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps?
❑ Yes ® No
1 d. Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification — Regular ® Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ® Riparian Buffer Authorization
1e. Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification:
❑ Yes ® No
For the record only for Corps Permit:
❑ Yes ❑ No
1f. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program.
❑ Yes ® No
1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes ® No
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes ® No
2. Project Information
2a. Name of project:
Ramblewood Drive Drainage Improvements
2b. County:
Wake
2c. Nearest municipality / town:
Raleigh
2d. Subdivision name:
Ramblewood / Ramblestone
2e. NCDOT only, T.I.P. or state
project no:
3. Owner Information
3a. Name(s) on Recorded Deed:
Property Information Table on Page 15 included for multiple properties included in this
project for all information this section
3b. Deed Book and Page No.
3c. Responsible Party (for LLC if
applicable):
�
R'Lgk_L'R0W1R= 2
3d. Street address:
IJU
3e. City, state, zip:
] d 4 2012
3f. Telephone no.:
3g. Fax no.:
Weie n 6 wateeBranch
3h. Email address:
Page 1 of 14
PCN Form —Version 1.3 December 10, 2008 Version

4. Applicant Information (1f different from owner)
4a. Applicant is:
❑ Agent ® Other, specify:
4b. Name:
Carl R. Dawson, PE
4c. Business name
(if applicable):
City of Raleigh Public Works Department
4d. Street address:
222 West Hargett Street, PO Box 590
4e. City, state, zip:
Raleigh, NC 27602
4f. Telephone no.:
919 - 966 -3030
4g. Fax no.:
919 - 966 -7638
4h. Email address:
carl.dawson @raleigh.gov
5. Agent/Consultant Information (if applicable)
5a. Name:
Becky L. Ward, PE
5b. Business name
(if applicable):
Ward Consulting Engineers, PC
5c. Street address:
8368 Six Forks Road, Suite 104
5d. City, state, zip:
Raleigh, NC 27615
5e. Telephone no.:
919 - 870 -0526
5f. Fax no.:
919- 870 -5359
5g. Email address:
bward @wce- corp.com
Page 2 of 14
PCN Form —Version 1.3 December 10, 2008 Version

B.
Project Information and Prior Project History
1.
Property Identification
1 a.
Property identification no. (tax PIN or parcel ID):
Please see the Property Information Table on Page 15
multiple property information
1 b. Site coordinates (in decimal degrees):
Latitude: 36.834128 Longitude: -
78.642854
(DD.DDDDDD) (- DD.DDDDDD)
1c.
Property size:
Please see the Property Information Table on Page 15 for
multiple property area in acres
2.
Surface Waters
2a.
Name of nearest body of water (stream, river, etc.) to
proposed project:
Unnamed Tributary of Crabtree Creek
2b. Water Quality Classification of nearest receiving water:
C:NSW
2c.
River basin:
Neuse
Page 3 of 14
PCN Form —Version 1.3 December 10, 2008 Version

3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The project is located on an unnamed tributary of Crabtree Creek. At 312 Ramblewood Drive an existing 18 inch pipe
crosses the roadway and due to its current size is restricting flow and causing structural flooding at 312 Ramblewood Drive
and righ of way flooding. North Hills Mall and Interstate 1-400 comprise approximately 2/3 of the 20 acre watershed with the
remaining 1/3 of the land use as single family residences to the 18 inch pipe. The project begins at the right of way of 1-400
where an existing 36 inch pipe crosses 1-400. A small channel has formed downstream of the pipe however the area has not
been maintained and debris and sediment has impaired the active channel. The channel becomes more defined
approximately 100 feet downstream and continues to enlarge and deepen until it enters an 18 inch pipe in the back yard of
312 Ramblewood Drive. The pipe extends approximately 60 feet and ends at the east side of the house. The pipe discharges
into an existing 70 feet long channel that terminates at the existing 18 inch pipe street system. The 18 inch street collection
system exits on the south side of Ramblewood Drive and enters an existing stream that continues approximately 112 linear
feet to the property line at 312 Ramblewood Drive where the project ends. The stream within the project limits are at a
minimum intermittent. The stream buffer north of Ramblewood Road is wooded but narrows in places due to existing
maintained residential lawns. The stream on the south side of the stream has a wooded buffer as the existing house is set
back an extended distance from the street.
3b. List the total estimated acreage of all existing wetlands on the property:
None within the disturbed limits of the project.
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
464 Linear feet
3d. Explain the purpose of the proposed project:
The project was requested by the property owner at 312 Ramblewood to address structural flooding that is occurring due
to the inadequate street pipe system. An additional concern was presented by the property owner at 300 Ramblewood
Drive to address the stream degradation issues and flooding of his shed that is occurring in his rear yard which was
incorporated into the project. The project will reduce flooding at 312 Ramblewood through the removal of the 18" inch
pipe in the rear yard and upsize the pipe system to a 48 inch pipe at the street. Stream restoration is also planned to
improve stormwater and sediment transport behind 300 Ramblewood Road and stabilization measures on the
downstream side of the upgraded system.
Page 4 of 14
PCN Form —Version 1.3 December 10, 2008 Version

3e. Describe the overall project in detail, including the type of equipment to be used:
The project is primarily a street pipe system upgrade however; the project was expanded to address stream issues upstream
and downstream of the roadway. The upstream limit of the project begins at the 1-440 right -of -way. From the right -of -way
approximately 87 linear feet of stream will be restored in which the dimension, pattern, and profile will be improved.
Debris in the buffer will be removed and the area re- graded to improve flow. The stream's sinuosity will be improved and
constructed riffles will be installed to provide vertical stability. The buffer will be replanted with herbaceous and woody
species. Continuing downstream and just below the restoration area no improvements will be made to the existing
channel for approximately 171 linear feet. The channel within this reach is currently incised but stable and is in a heavily
wooded area.
Stream improvements will begin again at the existing 18 inch pipe that originates in the rear yard of 312 Ramblewood Drive.
This existing pipe will be removed and approximately 112 linear feet of stream will be restored back to a natural channel.
The stream in this area will contain a bankfull channel and the adjacent area will be graded to accommodate larger storm
events and convey the water away' from the existing structure. The channel will be constructed with a sinuous alignment
and constructed riffles will be installed to provide vertical stability within this reach. The stream bank will be replanted with
herbaceous and woody vegetation.
The existing 65 linear feet of stream channel immediately downstream of the day lighted channel segment will have bank
improvements and the channel will be widened to accommodate the entrance to the proposed drop inlet. Riprap will be
placed at the drop inlet structure entrance for grade and erosion control. The drop inlet will be the entrance to the
proposed larger pipe system crossing Ramblewood Drive. Additional inlets in the roadway are included as a part of the
system upgrades to relive street flooding.
The proposed 48 inch pipe exits into an existing stream on the south side of Ramblewood Drive. To construct the
proposed pipe a large tree near the roadway will need to be removed. This area has scoured out and the existing tree
roots are currently holding the bank and driveway. The proposed pipe headwall has been extended to allow for the area
from the top of the retaining wall to the roadway to be backfilled and replanted with woody vegetation providing stability
for the driveway. The wall will also provide protection from scour from the stream. To prevent scour on the stream bank
and the toe of the retaining wall rip rap will be placed on the bank of the pool area and the terrace bank. Boulders are
planned to be installed downstream of a rock waterfall where current bank erosion is evident. Grading of the south terrace
bank is proposed for a 40 foot stream segment at the end of the project to reduce velocities from large storm events that
will enter the adjacent downstream property. Buffer zones 1 and 2 will receive supplemental woody plantings and
herbaceous seed.
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?
El Yes ®No ❑Unknown
Comments:
4b. If the Corps made the jurisdictional determination, what type
of determination was made?
El Preliminary El Final
4c. If yes, who delineated the jurisdictional areas?
Agency /Consultant Company:
Name (if known):
Other.
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑Yes ®No El Unknown
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project?
❑Yes ® No
6b. If yes, explain.
Page 5 of 14
PCN Form — Version 1.3 December 10, 2008 Version

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑ Wetlands ® Streams - tributaries ® Buffers
❑ Open Waters ❑ Pond Construction
Page 6 of 14
PCN Form — Version 1.3 December 10, 2008 Version

2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a. 2b. 2c. 2d. 2e. 2f.
Wetland impact
Type of jurisdiction
number — Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact
Permanent (P)
(if known) DWQ — non -404, other) (acres)
or Temporary
T
W1 ❑P ❑T
E:1 Yes
El Corps
❑ No
❑ DWQ
W2 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W3 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W4 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W5 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W6 ❑ P []1"
❑ Yes
El Corps
❑ No
❑DWQ
2g. Total wetland impacts
2h. Comments: No existing wetlands are proposed to be impacted by this project.
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
Stream impact
number -
3b.
Type of impact
3c.
Stream name
3d.
Perennial
3e.
Type of jurisdiction
3f.
Average
3g.
Impact
Permanent (P)
(PER) or
intermittent
(Corps - 404, 10
DWQ — non -404,
stream
width
length
(linear
or Temporary
(T)
(INT)?
other )
feet
(feet)
feet)
S1 ®P ❑ T
Restoration
pattern /profile /dimension
UT to Crabtree
F-1 PER
® INT
® Corps
® DWQ
70
S2 ® P [I T
Stream bank stabilization
& grading to transition to
UT to Crabtree
El PER
®Corps
restoration reach
® INT
® DWQ
30
S3 ® P El
Stream bank stabilization
and widening to transition
UT to Crabtree
EI PER
®Corps
to inlet structure
® INT
® DWQ
40
S4 ® P El
Regrading of stream bank
and placement of riprap
UT to Crabtree
®PER
®Corps
on bank for stabilization
[J INT
® DWQ
15
S5 ® P ❑ T
Bank stabilization with
boulder placement
UT to Crabtree
® PER
❑ INT
El Corps
El DWQ
10
S6 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
3h. Total stream and tributary impacts
165
3i. Comments: The stream impacts for this project are to improve the function of the stream flow and overall system function
and are listed as follows:
S1- The stream impacts involve the restoration of pattern - profile- and dimension to improve function. The current channel has
been filled in with debris and sediments. The stream will be replanted with herbaceous
and woody vegetation.
S2- The stream impacts in this area on both the upstream and downstream of the existing 18 inch pipe that is planned to be
removed. The banks in this area will be transitioned from the existing channel to meet the proposed restored channel. The
banks will be replanted with herbaceous and woody vegetation.
S3- The stream will be re -graded in this area to transition the existing channel to the proposed storm drainage inlet. The banks
Page 7 of 14
PCN Form — Version 1.3 December 10, 2008 Version

will be stabilized with seed and woody vegetation.
S4 -The stream will be re- graded at the outlet of the proposed pipe and in the area just below to transition it to the proposed
retaining wall. The banks around the pipe outlet are proposed to be lined with riprap to prevent erosion in this high velocity
area.
S5- The stream impacts will consist of the placement of three boulders in a bank that is currently scouring just downstream of
a rock waterfall to stabilize the bank.
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. 4b. 4c. 4d. 4e.
Open water Name of waterbody
impact (if applicable) Type of impact Waterbody type Area of impact (acres)
number —
Permanent
(P) or
Temporary
01 ❑P ❑T
02 ❑P ❑T
03 ❑P ❑T
04 ❑P ❑T
4f. TotaI open water impacts
4g. Comments: No open water impacts
5. Pond or Lake Construction
If pond or lake construction Droposed, then com lete the chart below.
5a. 5b. 5c. 5d. 5e.
Pond ID Proposed use or purpose of Wetland Impacts (acres) Stream Impacts (feet) Upland number pond (acres)
Flooded Filled Excavated Flooded Filled Excavated Flooded
P1
P2
5E 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:
Page 8 of 14
PCN Form —Version 1.3 December 10, 2008 Version

6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a.
Project is in which protected basin?
6b.
Buffer impact
number —
Permanent
(P) or
Temporary
■ 6.3
■ ' //
► ' ■
- QWM
Reason for
impact
• stream
restoration
Construction
access
Stream
widening &
bank
stabilization
Stream name
UT to Crabtree Creek
UT to Crabtree Creek
UT to Crabtree Creek
® Neuse ❑ Tar - Pamlico ❑ Other:
❑ Catawba ❑ Randleman
6e. 6f. 6g,
Buffer Zone 1 impact
mitigation (square feet)
required?
❑ Yes 3600
® No
❑ Yes
® No
❑ Yes 400
® No
Zone 2 impact
(square feet)
400
375
6h. Total buffer (impacts I See total impacts See total impacts in
in chart' ' chart below
6i. Comments. The buffer impacts will include stream channel widening and temporary construction access to perform the
stream restoration and pipe system upgrades. Seven buffer impact locations were identified and therefore the chart below
shows all impacts:
Buffer Impact Summary:
Buffer
Impact
Reason
Stream name
Mit Req?
Zonel
Zone 2
61 —P
Stream Restoration
UT to Crabtree
No
3600
400
B2 -T
Construction Access
UT to Crabtree
No
0
375
133 -P
Stream widening
& bank stabilization
UT to Crabtree
No
400
0
134 -T
Construction Access
UT to Crabtree
No
1200
0
65 -P
Grading and Pipe End Wall
UT to Crabtree
No
600
0
66 -T
'
Construction Access
UT to Crabtree
No
1650
1400
137 -T
Terrace Grading
UT to Crabtree
No
300
0
Total=
7,750sf
2,175sf
61- The buffer impacts at this location include grading and floodplain debris removal for the construction of the stream
restoration. The area will be replanted with herbaceous and woody vegetation.
132- The buffer impacts upstream and downstream of the pipe to be removed at 312 Ramblewood will include temporary
access in the buffer for construction equipment. The area will be replanted.
133- The buffer impacts include increases in the stream channel dimension and grading of the new stream banks. The banks
will be replanted.
64- The impacts in the buffer at this location will be for temporary construction equipment access.
135- The buffer impacts at his location include proposed grading and the replacement of an existing pipe headwall with a
elongated retaining wall. The retaining wall will be backfilled and woody vegetation established on the reconstructed bank.
This area has scoured out and is close to undermining the existing driveway. The backfill will assist in stabilizing the driveway.
The top of the retaining wall that will be exposed above grade is approximately 9" and extends for approximately 35 feet in
length (26 sf).
136- The buffer impacts in this area will be in getting construction equipment into the project site to make the repairs. Access
has been designated to avoid as many trees as possible in the buffer. The buffer will be mulched or replanted.
137- Grading of the terrace bank is proposed in this area to reduce the velocity in large storm events downstream.
Page 9 of 14
PCN Form —Version 1.3 December 10, 2008 Version

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The upgrade of the pipe system can not be avoided because due to the restrictive pipe sizes at Ramblewood Drive structural
flooding is occurring upstream. The original goal of the pipe upgrade project was expanded to address stream concerns both
upstream and downstream of the project so that the total conveyance system improvements were addressed in the design.
The stream restoration work at the top of the project was added to improve stream function. The stream restoration will
improve the channel pattern profile and dimension increasing sediment transport and function. Natural channel design
techniques such as constructed riffles have been incorporated into the stream design. With the removal of approximately 100
feet of 18 inch pipe, 112 linear feet of channel was able to be restored as a part of the project. Upgrades to the stream at the
outlet of the improved pipe system have only been designed at high areas of stress in the system. Additionally the entire
floodplain will be enhanced with woody species to promote long term stability. The improvements to the buffer through riparian
seed and woody plantings will improve habitat and water quality throughout the project length.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
The limits of disturbance have been set to minimize damage to existing trees and vegetation adjacent to the stream and in the
buffers. The proposed construction will minimize proposed impacts by pumping around any base flow withing the restoration
areas and performing all construction from the top of the stream bank in all other areas of the project. Construction equipment
will not be allowed to cross an active stream. Natural stone material will be used in the structures to be constructed in the
stream to promote aquatic species habitat and vegetation will be used on the stream bank for long term stabilization.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
za. uoes the project require Compensatory Mitigation for ❑ Yes ® No
impacts to Waters of the U.S, or Waters of the State?
2b. If yes, mitigation is required by (check all that apply): ❑ DWQ ❑ Corps
❑ Mitigation bank
2c. If yes, which mitigation option will be used for this project? ❑ 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) I Type I 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: ❑ warm ❑ cool ❑cold
4d. Buffer mitigation requested (DWQ only): square feet
4e. Riparian wetland mitigation requested: acres
4f. Non - riparian wetland mitigation requested: acres
4g. Coastal (tidal) wetland mitigation requested: acres
4h. Comments:
5. Complete If Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 10 of 14
PCN Form — Version 1.3 December 10, 2008 Version

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
❑ 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.
Zone
6c.
Reason for impact
6d.
Total impact
Multiplier
6e.
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 11 of 14
PCN Form — Version 1.3 December 10, 2008 Version

Page 12 of 14
PCN Form —Version 1.3 December 10, 2008 Version
E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
I. 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?
® Yes ❑ No
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
Comments: The project involves storm drainage system repair and stream
❑ Yes ® No
restoration /repairs. There is no significant impervious area being added as a result
of these improvements.
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
0%
2b. Does this project require a Stormwater Management Plan?
❑ Yes ® No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why: There are no building improvements or
additonal significant impervious areas associated with this project. The project only involves storm drainage
improvements to existing pipe and improvements to the stream channel and bank for restoration /stabilization.
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?
g
❑ Certified Local Government
[I DWQ Stormwater Program
❑ DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project?
City of Raleigh
® Phase II
3b. Which of the following locally - implemented stormwater management programs
❑ NSW
apply (check all that apply):
❑ USMP
❑ Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
4. DWQ Stormwater Program Review
❑ Coastal counties
4a. Which of the following state - implemented stormwater management programs apply El HQW
El ORW
(check all that apply):
❑ Session Law 2006 -246
❑ Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached? ❑ Yes ❑ No
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 12 of 14
PCN Form —Version 1.3 December 10, 2008 Version

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. 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
letter.)
❑ Yes ❑ No
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 ® No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after - the -fact permit application?
❑ Yes ® No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
❑ Yes ® 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.
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.
N/A
Page 13 of 14
PCN Form — Version 1.3 December 10, 2008 Version

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
❑ Yes ® No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑ Yes ® No
impacts?
F1 Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted.
❑ Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
No endangered species or designated critical habitat have been found within the project area.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
11 ❑ Yes ® No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
The stream is a headwater stream located in an urban area.
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
❑ Yes ® No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
The NC Historic Preservation Office website (www. hpo. dcr. state. nc. us) was searched and no sites were listed for this
property. In addition, no architectural structures or archaeological artifacts were noted during preliminary surveys at the
site. This area is an established urban area within the City of Raleigh.
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? NC Floodma_ps site (www.ncflo-odmaps.com) was
searched for FEMA floodplain limits.
Carl R Dawson, PE
Applicant/Agent's Printed Name
Applicant/Agent's Si ture ,��j
Date
(Agent's signature is valid only if an authori n letter from t applicant
is provided.)
Page 14 of 14
PCN Form —Version 1.3 December 10, 2008 Version

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Ramblewood Drive Storm Drainage Improvements
Photo Log
Defined channel downstream of the
restoration area, no improvements this
segment.
Swale diverting water around house at 312
Ramblewood over existing 18 inch pipe,
proposed open channel this area.
Upper most reach of the stream channel clogged with
debris and sediment, this segment to be restored.
Defined channel viewing entrance of 18 inch pipe in
back yard of 312 Ramblewood Drive.
Ramblewood Photo Log 1 of 2
Pipe outlet of 18 inch RCP at side yard of 312
Ramblewood Drive.

Ramblewood Drive as viewed looking
Ramblewood Drive looking south to the
driveway at 323.
Existing pipe outlet and endwall at 323 Ramblewood to be
replaced.
Existing channel downstream of the
existing headwall, proposed enhancement
only this segment.
Ramblewood Photo Log 2 of 2

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RAMBLEWOOD DRIVE
PROJECT LOCATION MAP
CITY OF RALEIGH,NORTH CAROLINA
DATE: JULY 24. 2012
City of RaklO
r�iR'atie� WARD CONSULTING ENGINEERS, PC
8388 Six Forks Rd. Suite 104 919 870 -0528
Mana ement Raleigh, NC 27815 -5083 FAX [phone]

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t igh
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324.50
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316.00 - , 1� ; . n
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317.50
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Eidsdng Cross Section 12
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Fidsting Cross Section 13
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0.00 5.00 10.00 15.00 2000 2500
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Fidsting Cross Section 15
E)dstlng Cross Section 14
on
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lb
0.00 5.00 10.00 15.00 20.00 25.00
0.00 5.00 10.00 15.00 2000 25.00 30.00
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Fidsting Cross Section 15
310.00 1�
on
lb
Fidsting Cross Section 15
310.00 1�
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lb
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F)dstlng Cross Section 16
31000
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308.00
30600
7777,77
304.00
Cross Section
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302.00
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300.00 -
206.00 -
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296.00 -
0.00 2.00 4.00 6.00 8.00 10.00 12.00 1400 1600 18.00
E)dsUng Cross Section 17
A
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29600 V 4
29400
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A
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