20090015 Ver 2_401 Application_20160616

"01
Dewberry
401 & Buffer Permitting
(PCN) Submittal
City of Raleigh — Simmons Branch Drainage
Improvements Project — Phase 2
SM 2015-0028 Pineview Drive
SM 2015-0027 Swift Drive
Dewberry Project Number: 50076579
June 14, 2016
SUBMITTED BY
Dewberry Engineers Inc.
2610 Wycliff Road
Suite 410
Raleigh NC 27607
919.881.9939
NC License No.: F-0929
SUBMITTED T0:
NC Division of Water
Resources-WBSCP Unit
512 North Salisbury Street -
9th Floor
Raleigh, NC

TABLE OF CONTENTS
Section A 401 & Buffer Permitting PCN Submittal Checklist
Section B Pre -Construction Notification (PCN) Form
Section C USGS and Soils Maps
Section D Exhibits
Section E Existing Conditions Plan, Overall Site Plan & Vicinity Map
Section F Previous Approval Letters (404 & 401/Buffer)
Section G Swift-Pineview Delineation by Environmental Services, Inc

SECTION A - 401 & BUFFER PERMITTING PCN SUBMITTAL
CHECKLIST

Version 1.4
January 9, 2009
401 & Suffer Permitting PCN Submittal Checklist
The application fee (Checks may be made out to "N.C. Division of Water Resources"
$240.00 for 401 Water Quality Certification with minor impacts
$570.00 for 401 Water Quality Certification with major impacts
Express Review Fee (Amount requested on Acceptance Letter)
Four (4) complete and collated copies of the PCN Application and supporting
documentation (instead of providing 4 copies of the full size plans you may provide two
copies of full size plans along with two copies of 11 X 17 plans)
Stormwater Management Plan (if applicable — see PCN Form Help File Section E)
1) Please provide three (3) copies of the stormwater management plans along with all
supporting information pertaining to this project including the following:
a. Entire site development/layout plans delineating all drainage areas;
b. Design calculation sheets for all proposed PMP(s) sized for both onsite and
off-site drainage;
c. BMP supplements for each proposed BMP and Required Items Check List
(httpJ/porta 1.ncdenr.org/web/ir/bmp-manual) along with all required items;
d. A Notarized Operation & Maintenance Agreement for each stormwater
management facility;
e. Detailed construction drawing sheets shall include
(i) Erosion and sediment control plans;
(ii) Installation and planting schedules for the proposed BMPs;
(iii) Appropriately scaled plan views and cross sectional details of all
BMPs and associated components — inlet and outlet structures,
forebay, respective zones and pertinent elevations.
If your project is located within a State implemented Riparian Buffer Rule Area, submit the
following alone with site plans and PCN form:
1) Three (3) copies of the details for on-site diffuse flow provisions, (refer to
h ttp:l/portal, node nr, org/web/l r/lamp-manual),
Z DWR Stream Determination Forms for streams an property and aWR determination
letter for wetlands or streams (if applicable).
The following is the most critical of all the information that you must provide. The quality and
detail of the information will often determine the expeditiousness of the review. The following is
a checklist of the types of pertinent information required at a minimum:
Maps and Plans:
The most recant_ version of the 1:24,000 USGS Topographic Map - Please cleanly draw or
delineate the site boundaries can the topographic map.
Z The most recent version of the bound and published County MRCS Soil Survey Map -
(required for projects within the Neuse River Basin, Tar -Pamlico River Basin, Randleman
Lake Watershed and the Catawba River Basin; also recommended for all projects) -
Please clearly delineate the site boundaries, etc. on the map. If the delineation obscures
any of the features, it is recommended that a clean copy be provided. Copies of the

Version 1.4
January 9. 2009
current sail survey and/or soil survey map sheets can be obtained from the local N'RCS
County Office (ht­tp:llwww.nc.nres.usda.gov/). GIS soil layers are not acceptable_
Vicinity map - Please clearly mark the location and approximate boundaries of the property
and project on the map. Please indicate north arrow and scale. Please include applicable
road names or State Road numbers.
The Site Plan - The most critical map to be provided is the site plan. You must provide full
sized plans. The following is the minimum list of plans that are typically needed.
Z Pre-construction/Pre-existing conditions - This sheet (or sheets) must include:
• All jurisdictional and non -jurisdictional wetland, stream, water features, State regulated
buffers (delineated into Zones 1 and 2)
• Topographic contours with elevations
• Any existing structures and impervious areas
• Existing utility lines and easements
• Existing reads, culverts, and other pertinent features
• North arrow and the scale (1":5Q' scale is recommended).
Proposed conditions - This sheet (or sheets) must include:
• All jurisdictional and non -jurisdictional wetland, stream, water features, State regulated
buffers (delineated into Zones 1 and 2)
• Lot layout (if a subdivision or commercial development is proposed) - lets must be
developable without further impacts to iurisdictional and non -jurisdictional wetlands,
streams water features and State regulated buffers, Building envelopes must be
provided when streams, wetlands, riparian buffers, or water features exist on a lot
• All built -out structures and impervious cover
• Final grading contours with elevations
• All utilities and easements (including septic fields on all lots within 100 feet of stream,
wetland, or water features - if applicable)
• Impacted areas — these should correspond with the Impact numbers listed on your PCN
form.
�i drainage Plans - Final drainage plans must include the following:
11�� • Locations and pertinent elevations and sizes of the stormwater collection system and
drainage ways
• All inlets and outlets must also be shown with pertinent elevations (All outlets to
wetlands must be at a non-erosive velocity, generally less than 2 ft/sec during the peak
flow from the 10 -yr storm)
• Scaled stormwater BMPs must also be indicated as required by DUMB rules and policies
• In certain cases (see Section E of PCN form), final stormwater management plans must
also be provided (see Stormwater Management Plan Checklist)
Proposed Impacts - All impacts to jurisdictional and non -jurisdictional wetland, stream,
water features, and State regulated buffers must be shown and labeled on the site plans at
a scale no smaller than 1" = 50'. All excavation, fill, flooding, stabilization, and other impacts
that will be conducted in or near jurisdictional and non -jurisdictional wetland, stream, water
features, and State regulated buffers must be indicated. Please provide crass sectional
details showing the previsions for aquatic life passage (burial of culvert 20% for culverts :5 46
inches, and 1 -foot for culverts > 48 inches).

Version 1-4
January 9, 2009
Wetland Impacts: NIA
❑ Precise grading and final elevation contours must be provided. Existing
vegetation and any clearing must be specified.
❑ All subsurface utility lines must indicate the location of anti -seep collars.
Construction detail for anti -seep cellars must be provided.
❑ Roadway or other crossings of riparian wetlands may require floodway culverts to
maintain existing hydrological conditions.
❑ Flans should show that the hydrology of remaining wetlands on the site will be
maintained.
Stream Impacts:
® Stream impacts must be clearly shown on the plans. The centerline as well as
the banks of the stream must be surveyed or located by GPS for the portion of
the stream to be impacted.
The inlet and the outlet of all culverts should be aligned with the stream as
much as possible. Inlet and outlet elevations and streambed elevations should
be indicated. Any inlet or Nutlet protection must be shown and enumerated on
the impact map(s).
For bottomless culverts or other spans, a vertical cross section should be
provided that shows the minimum distance from each span to each stream bank,
the stream cross section, the height of the span above the stream and the
minimum distance from the edge of each footer to each stream bank.
Additionally, please provide a signed and sealed geotechnical report of
subsurface soils at the proposed bottomless culvert location. The report must
comply with the Division of Highways — Guidelines for Drainage Studies and
H_y draulic Design, prepared by A.L. Hankins, Jr., State Hydraulics Engineer -
1999.
Al
Multiple culverts or sectioned box culverts typically require the use of sills, off-
setting or other means to match the cross section of the existing stream (in order
to maintain stream stability and provide aquatic life passage). A vertical cross
section of the culverts should be shown overlain with the up and downstream
stream cross section including the stream flood -prone area.
Impacts associated with dam construction must indicate and enumerate all fill
associated with the dam footprint, spillway and any bank stream bank
stabilization. The length of stream impounded must also be indicated and
enumerated.

SECTION B - PRE -CONSTRUCTION NOTIFICATION (PCN) FORM

Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Pre -Construction Notification (PCN) Form
A. Applicant Informatlon
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: 3 & 13 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 D Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification - Express E Riparian Buffer Authorization
1 e. Is this notiflcation solely for the record For the record only for DWQ For the record only for Corps Permit:
because written approval is not required? 401 Certification:
❑ Yes ® No p Yes Q 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 © Yes No
or in -lieu fee program.
1g. Is the project located in any of NC's twenty coastal counties. If yes. answer 1h
❑Yes No
below,
® Yes ® No
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
2. Project Information
2a. Name of project:
Simmons Branch Drainage Project Phase 2
2b County:
Wake
2c, Nearest municipality ! town:
Raleigh
2d. Subdivision name: Pineview Hills
2e. NCDQT only, T.I.P. or state project no: n/a
3. owner Information
3a. Name(s) on Recorded Deed: City of Raleigh
3b. Deed Book and Wage No.
nla - municipal project
3c. Responsible Party (for LLC if
applicab)e):
3d. Street address:
P.C]. Prix 530
3e. City, state, zip:
Raleigh, NC 27602-0590 —
919-996-3030
3f. Telephone no.:
3g. Fax no.:
3h. Email address:
Page 1 of 10
PCN Form — Version 1.4 ,January 2009

4.
Applicant Information (if different from owner)
4a.
Applicant is:
® Agent [❑ Other, specify:
4b.
Name:
Blair Hinkle, P.E.
4c.
Business name
(if applicable):
City of Raleigh Public Warks, Stormwater Management
4d.
Street address:
127 W. Hargett Street, 8th Floor
4e.
City, state, zip:
Raleigh, NC 27601
4f,
Telephone no.:
919-996-3940
4g.
Fax no.:
4h.
Email address:
[e-mail]
5.
Agent/Consultant Information (if applicable)
5a.
Name:
Cameron Long, P.E.
5b.
Business name
(if applicable)-
Dewberry Engineers, Inc
2610 Wycliff Road, Suite 410
Raleigh, NC 27607
919-424-3726
919-881-9923
[e-mail] -
5c. Street address:
5d. City, state, zip:
5e. Telephone no.:
5f. Fax no.:
5g. Email address:
Page 2 of 10

S. Project Information and Prior Project History
1. Property Identification
1 a. Property identification no. (tax PIN or parcel ID),
-
1 b. Site coordinates (in decimal degrees); Latitude: 35.7710
10. Property size:
2. Surface Waters
Simmons Branch Drainage improvements - Phase 2
Longitude: -78.7080
4.09 acres
2a. Name of nearest body of water to proposed project: Simmons Branch
2b. Water Quality Classification of nearest receiving water: C NSW
2c. River basin: - Neuse River
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:
Stream flanks are eroding and existing Swift Drive culvert is falling. Existing Pineview Drive culvert is undersized and driveway bridge Is causing a
constriction in this existing fully developed neighborhood.
3b• List the total estimated acreage of all existing wetlands on the property: 0
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 1434
3d. Explain the purpose of the proposed project:
Culvert maintenance and stream bank stabilization. Approximately 763 ft of Culvert replacement and approximately 634 ft of stream stabilization.
3e. Describe the overall project in detail, including the type of equipment to be used:
See attachment for description.
4. Jurisdictional Determinations
4a. Have jurisfttional wetland or stream determinations by the �9, yes ❑ No ❑ Unknown
Corps or State been requested or obtained for this property J
project (includingall prior phases)in the past? Comments:
4b. If the Corps made the jurisdictional determination, what type El Preliminary Final
of determination was made?
4c, if yes, who delineated the jurisdictional areas? Agency/Consultant Company: E=nvironmental Services, Inc
Name (if known): Lauren Cobb, Eric Kutz & Thomas Brown Other: USACE, DWO & Dewberry
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
The field meeting occurred on October 13, 2006 as noted above and the determination was sent out October 17, 2006. The documentation has been
included
S. Project (History
5a. Have permits or certifications been requested or obtained for ®yes ❑ No
this project (Including all prior phases) in the past.
5b. IF yes, explain in detail according to "help file" instructions.
❑ unknown
Corps Action ID No: 200900064 and DWQ Project No, 09-0015. The approval rrorn DWO dated January 16. 2009 8 from USACE dated 8/1312009.
6. Future Project Plans
6a. Is this a phased project?
Ob. If yes, explain.
--
❑ Yes 0 No
Page 3 of 10
PCN Form - Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
la. Which sections were completed below for your project (check all that apply):
❑ Wetlands Streams — tributaries ® Suffers D Open Waters ❑ bond Construction
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 Impact
Type of wetland
Forested
Type of jurisdiction Area of
number
Corps (404,10) or impact
i'armanent (P) or
DWQ (401, other) (acres)
Tempora T
W1
Choose one
Choose one
Yes/No
W2
Choose one
Choose one
Yes/No
W3
Choose one
Choose one
Yes/No
W4
Choose one
Choose one
Yes/No
W5
Choose one
Choose one
Yes/Nu
we
Choose one
Choose one
Yes/No
2g. 'dotal 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. 3b,
3c.
3d.
3e.
3f.
3g.
Stream impact Type of impact
Stream name
perennial (PER) or
Type of
Average
Impact
number
intermittent (INT)?
jurisdiction
stream
length
Permanent (P) or
width
(linear
Temporary (T)
(feet)
feet)
S1 P Culvert
Simmons Branch
PER
Corps/DWQ
17
15
S2 T Culvert
Simmons Branch
PER
Corps/DWQ
17
763
S3 P Driveway Bridge
Simmons Branch
PER
CorpsDWQ
17
1
S4 T Driveway Bridge
Simmons Branch
PER
Corps/DWQ
17
21
55 P Stabilization
Simmons Branch
PER
CorpsDWQ
17
634
S6 Choose one
--
3h. Total stream and tributary impacts
1434
3i. Comments: -
The amount of permanent impacts are 16 LF of additional culvert and driveway bridge and the stream stabilization is 634 LF for a total of permanent
Impact of 650 LF, Construction activities will overlap. A variance is requested as was requested in the previous application package to avoid burying
bash Swift Drive and Pineview Drive culverts that are being replaced. The variance request is due to length of culverts, utility conflicts and potential to
Page 4 of 10
PCIN 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 IndIvii ually list all open water impacts below.
4a.
4b.
4C.
4d.
4e.
Open water
Name of waterbody
impact number
(if applicable)
Type of impact
Waterbody
Area of Impact (acres)
Permanent (P) or
type
Temporary T
01
Choose one
Choose
02 -
Choose one
Choose
03
Choose one
Choose
04
Choose one Choose
41f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction Proposed, the com late the chart below.
5a. 5b, 5c,
5d.
5e.
Pond 10 number Proposed use or
Wetland Impacts (acres) Stream Impacts (feet)
Upland
purpose of pond
(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:
51. Expected pond surface area (acres):
6j. Size of pond watershed (acres):
5k. Method of construction:
G. Buffer Impacts (far 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 i m acts require mitigation. then you MUST fill out Section D of this form.
6a. Project is in which protected basin? 0 Neuse [] Tar -Pamlico [:] Catawba ❑ Randleman
© Other:
6b. -$c, 6d.
6e,
6f_
6g.
Buffer Impact Reason for impact
Stream name Buffer
Zone 1
Zone 2
number —
mitigation
impact
impact
Permanent (P) or
required?
(square
(square
Temporary T
feet)
feet
81 T Project Construction
Simmons Branch No
30184
5799
132
Yes/No
B3 _
Yes/No
B4
Yes/No
B5
Yes/N8
Ba -
Yes/No
6h. Total Suffer Impacts:
30184
5799
bl. Comments: Eiluffer Impacts cannot be avoided due to the bank stabilization and protection constructlon. Limited natural buffer currently exists
�]
due to the nature of this existing established residential neighborhood.
Page 5 of 10

D. Impact Justification and Mitigation
1, Avoidance and Minimization
1a, Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Simmons Branch is a highly urbanized stream that is constrained by residential housing on one side and a roadway on the other. The existing
culverts that service the reach of interest are significantly undersized for the flow that they need to convey. This area experiences significant
stormwater flows from a developed neighborhood with minimal habitat value and little to no natural existing buffer. See attached sheet for more.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
In order to minimize the environmental impacts during construction the existing Swift Drive culvert will remain in service until the proposed culvert is
constructed: This is possible due to the new proposed alignment for the Swift Drive culvert, This eliminates the need for a pump around at this
location and provides uninterrupted flow In Simmons Branch throughout constructlon. See attached sheet for more_
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for ❑ Yes ❑X 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 El Corps
❑ Mitigation bank
2c. If yes, which mitigation option will be used for this
❑Payment to in -lien fee
project?
program
Ll Permittee Responsible Mitigation
3. Complete If Using a Mitigation Bank
3a. Name of Mitigation Bank: n/a
Type: Choose one Quantity:
3b. Credits Purchased (attach receipt and letter) Type: Choose one Quantity:
Type' Choose one 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
Choose one
square feet
4c. If using stream mitigation, stream temperature:
4d. Buffer mitigation requested (DWQ only):
4e. Riparian wetland mitigation requested:
acres
4 Non -riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
5. Complete if Using a Perrnittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
nfa
Page B of 10
PCIV Form — Version 1.4 January 2009

6. Buffer Mitigation (Stats Regulated Riparian Buffer Rules) — required by ©WQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation? E] Yes No
6b. if yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation, Calculate the
amount of mitigation required.
6c. 6d. 6e.
Zane Reason for Impact Total impact Multiplier Required mitigation
(square feet) (square feet)
Zone 1 3 (2 for Catawba)
Zone 2 1.b
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)
7. Diffuse Flow Plan
1 a. Does the project include or is it adjacent to protected riparian buffers identified 0 Yes ❑ Na
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
Existing stormwater discharges are exempt under 15A NCAC 028 .0233. All of these systems were in ❑ Yes rA Na
place before July 22. 1997 so they are exempt from this requirement.
2. Stormwater Management Plan
2a, What is the overall percent imperviousness of this project?
34 %
2b. Does this ro`ect require a Stormwater Management Plan? ❑ Yes No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
is a culvert maintenance and stream bank stabilization project. Existing conditions show 38% impervious surface already exists. Current plans
Increase Impervious surface by approxmiately 6%. This is not a new development, but a maintenance proejct in an established neighborhood, All
starmwatsr discharges to Simmuns Branch are considered existing because they were in place before July 22, 1997 and are exempt from the diffuse
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
3a. In which local ac
iter Review
is this nroier
3b. Which of the fallowing locally -implemented stormwater management programs
apply (check all that apply):
3c. Has the approved Stormwater Management Plan with proof of approval been
attached?
Review
4a. Which of the following state -implemented stormwater management programs apply
(check ali that apply):
4b. Has the approved Stormwater Management Plan with pro©f of approval been
attached?
S. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirBments?
5b. Have all of the 401 Unit submittal requirements been met?
❑ Phase II
Q NSW
® IJSMP
❑ Water Supply Watershed
❑ Other
El Yes ❑ No
❑Coastal counties
❑ HOW
❑ORW
El Session Law 2006-246
[]Other:
❑ Yes ❑ No
❑ Yes ❑ No
[] Yes ❑ No
Page 8 of 10
PCN Form — Version 1.4 January 2009

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1a. Does the project involve an expenditure of public (federalistatellocal) funds or the Yep Na
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 Mate © Yes ®No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c. 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 213 ,0200)?
2b. Is this an after -the -fact permit application? El Yes [ No
2c. If you answered "yes,, to one or both of the above questions, provide an explanation of the violation(s):
nla
3. Cumulative Impacts (I]WQ Requirement)
30. Will this project (based an past and reasonably anticipated future impacts) result in El 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 DWO policy. If you answered "no," provide a short narrative description.
nla
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.
nta
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 El Yes []X No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
El Yes a No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted. —T -
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
www. saw, u sace. army.rn€I?WETtANDSlesa
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat? ❑ Yes ❑X No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
ocean.floridamarine.org,efh_coral/ims/viewer.htm
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
El Yes 0 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?
www.hpo.dcr.state.nc.us
e. Flood Zone Desfgnation (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?
FEMA - FIRM
Blair Hinkle, P.E.
06-13-2016
Applicant/Agent's Printed Name
Bate
Applican ent's Signature
{Agent's signature is valid only if an authorization
letter from thea Picant is rov9ded.
Page 10 of 10

Additional Information from PCN:
3e. The project will consist of two culvert replacements, a driveway bridge replacement, re-routing
sanitary sewer, relocating water services and gas main as well are relocating power poles. Modular
reinforced segmental wall and riprap will be used as a stream stabilization technique and step pools will
be utilized downstream of the upgraded culverts. Equipment will likely include trucks, trailers, backhoes,
cranes, concrete trucks, dozers, pavers and pump systems. It should be noted that the Swift Drive culvert
alignment will be altered and that a variance to avoid burying both culverts 1 -ft is being sought.
3i. encountering bedrock during construction. Additonal informaiton about the requested variance can be
provided upon request.
4a. An environmental investigation performed by ESI indicated that no wetlands were present and the 4
tributaries to Simmons Branch would not be subject to buffer rules while Simmons Branch would be
subject to buffer rules. It was further determined that no mitigation would be required due to the current
state of the stream and the proposed project being considered maintenance. This was decided at a field
meeting on Friday October 13, 2006. DWQ issued a finding on October 17, 2006 that confirmed this
conclusion. DWQ project number NBRRO 06-258 (County: Wake). A copy of the determination from
DWQ has been included with this submission.
5a. Stream determination was determined on October 13, 2006 and issued in letter NBRRO 06-258. All
previous approvals / determination have been included with this submission.
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. The residential neighborhood in which the stream is located floods on a regular basis. The Swift
Drive culvert is currently failing. The stream banks are currently unstable and eroding at several locations
and contributing to sediment load downstream. Utility conflicts exist within the open channel and existing
culverts. Through an evaluation of alternative design scenarios it became apparent to the City of Raleigh
that they would need to replace and upgrade the existing culverts and the downstream driveway bridge in
order to maintain the conveyance of this stormwater system. During the design for replacement of
structures it was determined that in order to stabilize the banks with residential houses so close on one
side and a roadway close on the other side that reinforced modular walls would be needed. Several
existing utility conflicts were also noted and the proposed design minimizes proposed utility conflicts with
the stormwater system.
With the exception of installing the drainage system's primary concrete box culvert on the opposite side of
the Swift Drive, the remainder of the project mimics the existing drainage system in terms of location of
open channel, bridges and culverts. Drainage calculations show velocities approaching 10 to 12 feet per
second in the open channel for the 2- and 10 -year flood events respectively. Shear stresses for this
reach exceed the permissible velocities for a natural open channel therefore the project is proposing to
line several open channel sections with rip -rap and construct four plunge pools. Due to property owner
and roadway ROW constraints, redesigning the channel to include floodplain benches was not a viable
alternative to reduce channel velocities and shear stresses.
1 b. A pump around will be used during the Pineview Drive culvert replacement and the downstream
driveway bridge replacement. The pump around technique will insure that all construction is performed in
the dry and that no construction materials are introduced the flowing body of water. Due to the current
flooding issues of the neighborhood, risk to public safety, and the close proximity to the roadway the
impacts of the project are considered justifiable by the City of Raleigh and are thought to be a necessary
maintenance project for their stormwater conveyance system. Also, by constructing the primary concrete
culvert on the opposite side of the road, the contractor will be able to work in the dry for approximately
66% of the 15 month construction time period. This will allow the base and storm flows to pass through

the existing 8'x5' RCBC and avoid major damage to the construction work zone (delays to the project)
and unnecessary channel bank erosion. In addition, the proposed plans call out a pump around for
those sections of the drainage system that cannot be constructed in the dry.

SECTION C - USGS AND SOILS MAPS

-
- I N
_—.___-IViI� +. - —.�� �`�.�.• ��iR� �� / } y �-�o-IJl:i'-sgy� _ 5 { _
a _
} — ortbn\
,We9tQV8 [ 1p1i ti• i j: Ila M0 ,l a i Tow
r� _lRI, onSI �Bch ubs
y ' 'I i' ,i�g 1
IN
UWE! "
t'
) �� • i. . �� it
l
Combe
"IV , `,r Limits of Swift
y • ,° Drive Project
Limits of Pineview III.
Drive Project
+.. lit}
k •`r1'4vYr+ � �'•7'LSU7 f/'�' 1 �=� !r• 4 ��
ill /
—Project Limits 'ti • \1 ,:'; `J, � ! =��-�_ ` _� ,�
116
0 1000 2000 ,� ! `:: ♦ s —
Feet �, ...
1 Inch equals 2,000 feet.
Source'. USGS Digital Raster Graphics, Ly
Raleigh West quadrangle, 1999,
i mer, Information represented on this map was
derived from secondary data sources and is to be used for - •' L I ��
general planning purposes only No warranties or fi r Ih • I'
representations of accuracy are expressed or implied- 4i6; VV 11 '•� 11 •� f
G: UESIi200616021Vocation.dwg, 6129120064.36 061

.. .-�iOO
1Le62
k
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Y CCB
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i,
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'---may
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� -
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Limits of Swift '
M 4�.� cP ti
y a Drive Project
g$2 J
Limits of Pineview
y 5`
Drive Protect
•
�
� .:..n r,s.kd� � � '` ✓•;'. ' .fit" `'�,:
� ��' . � . _. �
\ �� . � y �.
.. .-�iOO
Project Limits
NRCS Soil Boundary
Soil Mapping Units
Hydric Soils
Cm Chewacla soils
Nan -hydric Soils
CeD Cecil sandy loam, 10-15% slopes
CeF Cecil sandy loam, 15-45% slopes
a soo
1000
Feet
Source: NRCS Soil Survey of
Wake County, 1970.
Disclaimec Information represented on IN. map was
derived from secondary data sources end is fa 6e used far
general punning purposes only No warranties or
representations of accuracy ere expressed or implied.
-Ce62
r
car` A> N
i t,aic
P
k
yy
Y CCB
1 1!f
,-*!i,
gc
i,
C. 0
Project Limits
NRCS Soil Boundary
Soil Mapping Units
Hydric Soils
Cm Chewacla soils
Nan -hydric Soils
CeD Cecil sandy loam, 10-15% slopes
CeF Cecil sandy loam, 15-45% slopes
a soo
1000
Feet
Source: NRCS Soil Survey of
Wake County, 1970.
Disclaimec Information represented on IN. map was
derived from secondary data sources end is fa 6e used far
general punning purposes only No warranties or
representations of accuracy ere expressed or implied.
-Ce62
r
car` A> N
i t,aic
ENVIRONMENTAL Project Soils Map Project: ER06002
SERVICES, INC.
524 5NeW Nope Road Swift Drive and Pineview Drive Date: Jun 2006
.
Rh,NorthCarolina 276tD
f9,,u72',2_,z60 Culvert Replacementslacements DrwnlChkd: AJSiLC
9922-70?Fa
Raleigh, Wake County, North Carolina
www environmentalserncesinc, co+n Figure: 2
rojeds1200610621seils.Wr:O612O1D6; 4:34 PM
CgB2
k
KCe62
,-*!i,
gc
i,
C. 0
-CgB2
ENVIRONMENTAL Project Soils Map Project: ER06002
SERVICES, INC.
524 5NeW Nope Road Swift Drive and Pineview Drive Date: Jun 2006
.
Rh,NorthCarolina 276tD
f9,,u72',2_,z60 Culvert Replacementslacements DrwnlChkd: AJSiLC
9922-70?Fa
Raleigh, Wake County, North Carolina
www environmentalserncesinc, co+n Figure: 2
rojeds1200610621seils.Wr:O612O1D6; 4:34 PM

SECTION D - EXHIBITS

'4 Exhibit B - Project Area with Existing Buffer Limits
A ..
Wa
♦ ti
- ,f
Mh
•
Legend
Project Areaj
• ' � - <. -=.iii � ,. `'
Zone2_Buffer ., IV .•-r
Zone1_Buffer,„`".
Existing _Bottom _Bank _Line
s •
= t'
� Existing_Propertyinch 125 fee_Lines
0 50 100Vft ,
Impervious Area SOME= Fee `

Exhibit C - Project Area with Buffer Impactsi,
129-sf � 't�� -_ � "�a` _ a, � �' � • �
156- f i' a 'i".
902-sf `1160-sf •S" ! LJ�•�i` ! y . ''r
71
E ' � ,� _
4593-Sf _ • r
1516-sf - , - �•
{
7415-sf 556-sfj
AW
a
a t S • 4
Ir
Total Buffer Impacts Zone 1 = 30184-sf
Total Buffer Impacts Zone 2 = 5799-sf
Legend �M
Le .
g �. .. r.
Exist Bottom Bank Stream
rh /�
Zone 1 Buffer Impacts , 2904-sf 529-sf
— — —
All
.. 2029-sf
Zone 2 Buffer_Impacts IL -ST •�`
Project Area • ` ti . t , .\ '. ,,�
N ,f
�f •.i .�- 339-sf,>=`
Sidewalk_ 2016.05.23 ++`
• t 5073-sf ,
Zone1 Buffer r ► t rr-�~ '� 4548-sf .�
323 f
Zone2 Buffer
Existing Property Lines M 1 inch = 100 feetfAl
*r
Im ervious Area 0 50 100 O_,�'
p — Feet '�/,

SECTION E - EXISTING CONDITIONS PLAN, OVERALL SITE PLAN
& VICINITY MAP

\� w
114
\ 1
\ J,' ct� U
co
\ I \
\ / ' \ \ \ / \ \ \ 1 I I \ �■1 Q o
LL N 00;00
\ \ \ Z�,—LL
3: LLI LD z Z, Lu
(0DQ=QU
NOW OR FORMERLY
JULIAN AYROLES
`368 - - SARAH KOCH29 \ \ \
\ nV ' DB 12018 PG 1829 \ \ \ I
°M 17 5 4]
PIN: 078LES RD.
5109 lJLEB RD.
6 \
�;� • 512�?14--- // .' 363 � \ / / \ \\ '`\
so-
'/ 1 f/ , 360-- \ \ /\ \ \\\ \ \ \ •?rir?:O
0 is
\ �In\ `�\ \ ` \ '`'�♦ I I I / V
l \ In \__ ' 7 Now OR FORMERLY \\
MARY C. LEVINGS, TRUSTEE OF \\ `\\ / '♦� I I IILij —
THE MARY C. LEVINGS REVOCABLE TRUST I
DB Best PO 278 (`1Li
1960
160
.f �•- \\\ / \ h.J NOY/ OR FORMERLY NOW OR FORMERLY \ PW DM7 1782 \ \ ` \ \ / / / I I o r
M , J ^` ARNOLDUS A. VERHOENEN 3726 SWIFT DR. / Now °R FORMERLY
_ P PATRICIA N. HYMAN \ I
AND WIFE \ DB 2697 PO 354 \ NOW OR FORMERLY \ / n RICHARD S. WARR
- \ C �J r' ROSEMARIE VERHOENEN BM 1959 PC 176 \ MOHAMMED GUEDIRA �pF9 9 �c� \ r I I m AND WIFE
DB I6]O Po ,3o PIN 0]83659]89 AND WIFE xow oR FORMERLY / KAREN ROYCE WARR
R 'A / ♦ eM 1as9 PO 71 \ 3734 swlFr DR. GINA BROWN-GUEDIRA u EDWARD JAMES DUNPHY / NOW OR FORMERLY OB 9423 PG 308
/ \ \ PIN 0]B385BBB2 N°W O FORMERLY ,.p a \ JUDITH KAY DUNPHY AND WIFE I I BM 1965 PO zoo
oe I154] Pc xom \ `' AND WIFE / GERALD K. GRAHAM
�'vrt' BM 1985 Po 204 'U / m
N3 i / BYRON BAIRD PIN 0]BS/02088 /' m 8252 PC u5 / NOW OR FORMERLY RAMONA S. GRAHAM I J Q
\ 1FIN PINEVIEW DR. ,�4� PIN 0]833757751
NOW OR FORMERLY ¢! • a�\ .•� \ SS%`. / \ WARREN BAIRD IN WON oR '" I 3°12 smn DR.
3 ` 1Q / De 15228 PO 1058 �PPROX LOC4RDN sEE NOTE R / ! mo, am
,865 PC 204 GEORGE V. PECCI w zo.s w z4a
ELIZABETH BYRD �r(P' , 56 �,� \ / \ AppROX LOCARa BM 1984 PO 22] OF UINTY yA,'(�1Y- \ 6 �,,, sp{�' / r ` ca.. %N 0783]54w15 AND WIFE BM 1965
OB 14468 PG 223 / 4� 4A�ac .,1 l` • 356. , \ / \ - APPROX LOCARax OF URUIY PIN 0]83]50].. y' \ I n`0' 1+'�',¢t `- M"-yY 3708 SWFT OR. \ ^ PIN 0]83]5535]
BM 1957 Po 47 Q• J� \ L / 3730 SWIFT DR. _1 // \ JANET T. PECC /' \ I
6 URItt Ip. �S \• • • ff / /r / r.)- Y \ DB 2082 PG 138 \ 3]00 SWIFT OR. I NOW OR FORMERLY /
1328 PINEVIEW D� r •\ / _ '
DANIEL M. POSEY
tet, \ zc \ `. �' �, \ /
S' �' ` \ JR9 / \ 3704 WT "R. I / \ I a AND WIFE
\ 7 / \ \ \ eM 1965 Po xo4 �
• � Nw ' 9 ti'- � \ \ , - 3 - � / / / ` \ PIN 978375547,
vlo �?4� '' /7// I \ I GAIL B. POSEY /
g�,�\ _ - I \ DB 4442 Pc st
\`S�; \ ` -355 L >—M ' \ '.-__ 'r Ike ,- ��\ ��• -_' , ,1 I } Y " / .I ••' ' : I \ ; SM 1961 PO 115 Z 11
\� \ / `\
\ / / �- - M9" J / _- 1 t,� \ / I \ BM 1903 PO 138
--------------- \ S J \ \ \ a� \------- I / ^1 j}° / _ »� r �k�l�j a'�, ✓ •S'� 3481l _ --- /, \\ /--- . t. ' _ \
\ I / �1
\I =/ n i'i - _ �•J] % v I I , 79 3808 9wFr OR. A
\, .i �,1 �� \ _ — - I I _ C � cry
/ NOW OR FORMERLY-_,yrop- \ ?\ 5•� N � ,E�`\ r�fi------- � _ 1 +P _ ' ' 1);" ,'' / � -- ' ' / ��^'' % �/ \� ^ ` \� r0..�- / /a +`' \\ _�4 •t .p I � \\ �}t�E.id \\I I .e4' • a�4�.tf ` V 7
RAYMOND O FLORENCE VICKERY - q��i .R,� ` -- 1 n n - -_ l,y`\3 , �L O -349 n �/ I�q�;\ �\\ _ # / 1 \ /' d / \ ` •s"0' I •• L
OB 13735 PG 165 \ G GC` / / r'Fi ✓ 1_ 1/ n 1(� �\ . .�T / '.� . J� N \ �V / //I 1�C J • �5 -345 Dl 1� \\I / / n, '"`''i' / , zT�l 1� \ I \ I .d .e I rlrti Now OR FORMERLY
,.p_�4, /y • 352-- •_ dG \ I 663 I \ I Dc 1 / ® I \ `\ - - - n CHRISTOPHER ELOW
BM 1]6 Q� \ - I. �f'� �I, ' fCe�•n' — J 4 • n 3
PIN:19075893"
656847 \d �'yd(9+1 g\I�� • \ /� } Y' y`\' \ / ° fF'\ �__"- 7 • ° i •, ^ \ `3•(3 - I GAoBR t9L6.wW PO He,eOW O O
1418 PINEMEW DR. ;J(/,[-,`/�'`/J�\' \ \ F 'J! 9 \\\ \ % "� I ' • ' V \ \ ---___ I I I \ _./ I / ,( 1 \�\ / \ \II 1, �O 461• •` ! l� I J V \ \\ (.N I I ,
__ (` L/ VVV"` •ate- �1 I • `I- --_ /.�`0^r 1\I/'�'i31' 1 .,''P*'- _ / y \\ / ,CLi r' i• ` _\ \-340 AN 107837591105 I I
1 1S I s -` ___ I \ �yri0 I// / \ C / 1� a+a , A /i / i , I ✓ to _ 924 MERMIN DR. 1� I
--'t�s _ /I S i ,� `��,� I o � •.��- ♦� �^ - �{I n/� !\/I,\I � I �, ," .� / `- I I�
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\ � 1 ntn � � I .�,�"'349 '�,� n �._ �—\\ -� \ \ on - �I /% \ � \/ /' / � B• \I/ 1 / DAF °"' 1 \ __ �_ a .1 r "`� - - \\ - "``' /' V� 1 O
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RIVER RIPARIAN __ 'rn� � �� 1 - -�— ° " -o%\ �':� . rn �\ �\ I/�� \ �'�' � � _ _ \ r�R,°"f's�\ . ,.
BUFFER MT
_— — — — — ° \\ and — �-F �/�//I BOX °a. / 11 `` / W
STEER G,4S uNE •�• \ \\ \\ / \ - - _ i-'_ /- \I - "\ \,It//� I\�� • " J �1 ' �•M \\ i �% A / •� Qr`� I o� `_' '335-
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--- -- - °` 7 / wJ art ,A \ v - e,
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• ° \ n ° �ay'yo." / a °w�Y' A 4�. _ t?�`\_- _ _�:-_ - - ,A+- at 6�'( 8 r r--32ts�f • ---� .c.(�
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RIVER RIPARWi' ., �•,'E — T \ _ s _ - -- _ `\ L'V
_ — — ^_---- •r ° \ \\ o a�' \ \ ,/1 BUFFER UMlrc 1 —" — W' — — — — ' / � — Zf o ,°` ° ' / .\ ` 5 - �i'�' - - _ _"`"-- - _t- "'� �s`�" ,� / �. - \ "e, 6''' �°® �0• D �9 _ ' \
� ST t izi- !�
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-- J� - - - - - - t++� + ' , \ \`S L �` o sa r /I n 'a+"1 Q q� / -w'- I _ - _ \ - 9�� -i - -----=---- - 1 1/ / sZ \ o - 4 w
i' \\ � 1 ' ` � S�1\ o !O � . .'/'" � OI I �. � '���. °� I ¢ G3 /-- --' ' ------ `` \ V �L��"---_ �' _' --- _L'��--------- � - _ -- - •• � 1 , rY y�yy,.,� �I.� �, _ � � _ � �+ee• �I -�^
_ \\ i ° 5'• / ---1 MRIDX MPRox• "PPN°X \\ i , o/ r- - !•
-►� N OR FORM `•,'dIN'_
`- r: I v p� / \ `S s� / a unurr
(('�
D OBN2o94R PC1v1o8 $ �n• 1\\ \ `V� , _� // 1� EAG710N --_ _
\ ; V� `Ci- _ / I , \\\ ��\ n n� \ \ r aF urxm I I \ I rte• I -♦- "� ---- _�,,ggS'14 1
\\BM 1o]e sssiei , _ - 5�,i `'' $. � \`• `\`(l(�1 \\\\�\ / �.3"" + ^\ \ � �'\LvmoMm wcl�� r7 (� 4!• 1 ' / (-1(,�S�"
1422 PINEWEW DR. •r S • \\ ---`\\ \\ - SnG �`^ •' ••'r i 4�rr i \ �! • �^' > n\=a\ LL]
`d3" /_ /' J I ,!1 // Ir I 1 �St ^6 •�. ' 1 In ��°••• C, ``�< '\
cn
_ O .p\ \ ,�q'D* 1/ / / \I,,y I m s ,,J¢��
111,
\ �S " �' `\ \ O �{ fid° I / I 1,P" ` I W 1ff�W'• I NOW OR FORMERLY NOW °R FORMERLY I \ \ 1•• ° r ,jam ( O
• •, \ g . Now oR roRMERLr c gv r MICHAEL S. CLARKE
o 1SS, 1 \ • ,t� , fF ml DEVIN B. KAHLER
\
ZONE 2 -NEUSE ELWIN R. THIBAULT I AND ♦ d'.9
RIVER RIPARIAN AND WIFE IBAULT n / NDw OR FORMERLY AND I \ I , • ,1a6,,. / n n n `� IJ- S
BUFFER uMff «s"- / I W KENNETH 0. MEDLIN I SUSAN E. KAHLER COURTNEY D. CIARKE \ • ,- , \• ! 0n6!' ap �\ N W z ,,
/ 1w•' \^_ MELISSA R. THIBAULT fF / °B 13973 P° 1az4 \ q to g n ,M tn,M
/ ^ _- I I I AND WIFE 0°.779 Po 344 PW 0]83]55173' �- �,® `�I , W
_ _ _ - - ff / - DB ]828 PC 258 , BM 1980 PC 180 370] SWIFT DR. \ if n \ L
�^ ---� eM l9so Po ,7o I / I JONA P. MEDLIN PIN 07&5754158 \ / • • zy ` O
i \ - > \ s I, - I = I PIN 0783753292 \�, " n�
FlAODPW NE \' c9 \\ \ _ I ' / 3711 swlFr oR. Zt_ _ n ndj0
\ _ _ _ _ PIN 0783750448 OB 3788 PO 2]3 O
100 \ 3731 SWIFT DR. B3 1880 FT R.
/ c . \ NOW OR FORMERLY < 3]15 SWIFT DR. `\
r \ NOW OR FORMERLY ° +1 0
NOWFORMERLY.\ I BRANT DWAYNE ELLER r < \ ROBERT J. HARVEY t
\ / Now OR ro9MERLv \ �S, I / `\\ \\ \ JASON DOSSARY & LISA GOULDIE `\ AND WIFE ,' c \ DB 2245 PD 352 _ -
CRAIG A. BARTHOLOMEW F, 1 \ DB 13s77 PO 1899 `^ ____-_----_ ELIZABETH SHELTON ELLER I r Now oR roRMERLv \ BM 19]1 Po 328 � 33� 10 O
/ c \ BM 1980 PC 160 `------------ DB 5236 PG 51 ' m PN 0783]58088 +_
AND WIFE \ \ ♦ \ - -- ^� ___ NOW OR FORMERLY KIMBERLY CURRY-LY I \ ySA
PIN 078 9514 ^ BM 1958 Po 178 _ 3609 SWIFT OR. ,q� n +,�
MELISSA P. BARTHOLOMEW \ \ \ \ \ 1501 PINI DR. PIN °lam, 315 1 FERNANDO H. MAGALLANES STANLEY BOGANEY I I \
DB ]786 Po ]45 / \ \ - ^ ^ ^ 3727 $WIFE IXR. DS 15815 PC 2848 DB 15945 PO 2664 \
BM 1959 Po 178 `' ♦ \ ^ ^ _ __----- °M 1880 PO 180 °M 1980 PO 160 I \ +` � /� / `—
PIN 0]838588]3 / `\ ` 4 / -^�- JN 7SWIFr 1 I 31]19783 522H I L I I `\ / / O � 111. IJy O
1500 PIN EWEW OR. ♦ ! \ (\ f
/ ROBERT J OTAK �� s''°\° \ I ♦\ C) <I
\ AND WIFE d
/ HEE SOOK SONG °tr. I I I `- - �\ Now OR FORMERLY
/ oB 8893 PO 913 I I \
/ \ `\ _ JOHN THOMAS PENN Q
S 6933K 91 AND WIFE
/ \ / 1504 PWEWEW OR. / I I I I I I \\ PBM 197aATTIE 3PC 170
479"NN
PI 1 78 Po 1]8 `\ 08 3538 P9 7gg NOW OR FORMERLY
,R PIN 078374]944 J / DANIEL CABRALAND, TRUSTEE
AS SENNANi9 W COMMON
3605 SMFT °R. `v- n / ANNE LOPEZ CABRAL, TRUSTEE
DB 5266
M 1974 PGPG tOBi]0
P3803 SWIFt DR.IN 0]83]48858 DATE: JUNE 2016
/ \ I
DRAWN BY. JDD
CHECKED BY: MAH
REVISIONS
No. DATE
Ld I I I I III I ! \
// / �\----------- w
SCALE
1 YP=502
PROJECT
-----�----
PINEVIEW DR \\ NOTFOR 50076579
-----�------ � j' \
50 0 25 50 100 \ CONSTRUCTION
PINEVIEW DR
� 1 INCH = 50 FEET
OF 1

JULIEOR N AYROLES;0j\`` / '
SARAH KOCHER \ Do 12018 PC 1M\
PBM 1957 PC 47
IN: 0783858939 \ / \ ♦`\ ` \, \ I I Q I\ Qi
/'�V / 5108 MLES RD. O Q Q%
U a7
\ \ \ \ 1 I vo
,, ♦` ♦` } _ Qj cf)
3: Lu LD z
Lu
Lu IS x
361 �` \ / `. ,� . \ — — \
c\I U)
CC li Z
I / �
360--
/ - 1 �\ % '' ' ,,,.359
/ m
NOW OR FORMERLY \
NOW OR FORMERLY \ NOW OR FORMERLY MOHAMMED GUEDIRA [
\ / — ARNOLDUS A. VERHOENEN MARY C. LEVINGS, TRUSTEE OF \ AND WIFE
\\ NOW OR 7% ERLY
/ AND WIFE NOW OR FORMERLY THE MARY C. LEVINGS REVOCABLE TRUST GINA BROWN-GUEDIRA
_ _ PATDo 26 N. HYMAN \
,^� ROSEMARIE VERHOENEN \ \ BYRON BAIRD aM 196o PG IN oa 1,x7 w zo]o
],� / __ De 16]o Pc 130 eu 1959 PG 178 WARREN BA RD .' i
/ 357 ---- JS \ v BLI 1959 PG 1]6 PIN 097%T 9]89 PIN 0]83751182 BM 1965 PC 201 r 1 NOW OR FORMERLY
14 1] PINE -AM DR. PIN 0]83]50]88 0 ,,{ •••••�
/ PIN 07WS589B2 3722 SMFT DR ++1
\ 3731 swlFr DR. DANIEL M. POSEY
\s+l� I RICHARD S. WARR /
- \ DB 15228 PC 1059 3]26 SWIFT DR. '/ /
\ \ � 1964 � 227 PIN 0]83752588 � � + [ NOW OR FORMERLY � AND WIFE NOW OR FORMERLY
AND WIFE
3730 SWIFT OR.,J [ OB 8423 PC 388 GAIL B. POSEY \
ov
\ �'` / GERALD K. GRAHAM KAREN ROYCE WARR AND WIFE \ �••••.
-813 Jrs� I\ / / ♦\ APPROXI LOCATION f_�.sd \ �WyAY $ ( GEORGE V. PECCI DB 2DBa PG 240" I•+
\ �'- ,{ RAMONA S. GRAAM
NOW OR FORMMY r SM 1965 PG 204 DB 4442 PG 151 •••••
ofelo $�. 1 /^ I I 3608 SWIFT DR
OF UTEITY / / NOW OR FORMERLY JANET T. PECCI \ I 3812 SW1Ff OR. I BM 1883 PG 138
/ //t�� • S�\ \ / \ / `� \ \\I/ \ /^� AND WIFE BM ,gas Pc za %N 0]033]57351 BM ,961 Pc is
4g =s O.-'—� —_— _ _- <1' ' l• — / / BM 196.5 PC 204 ' PIN 0]83]5635] MMi
•D. / N \9 \ / / / / `.j \ '\ PIN 0]83]554]1 I ` ` I 3700 SWIFT OR. I W \ /
S / / \ \r EDWARD JAMES DUNPHY \ oa 2052 PG 136 V
-3-}. / / JUDITH NKAY,IDUNPHY ` \
\ 3]W SWIFT'
_3 DB 8252 PG 455 I I ♦ / \
,3 (� '�j'," ��••• 55 _1 — / i PiN'n7a,7s,42304s;'.3,ldid : i `♦ 1 \
\-' / �� ��Fj-"' / ,+1 \ \\ /-_ �.o�, (` \ se�'�o.�d I \'I a•A WI
\`F� / ` rin ----- _ �_ l[ 11 ; 1 / �/ yc�0� 8V/�./�I_J �'i — -345 p' 1\I_ / / 4y{; . I I �� I _,,3 I ,
` `>z \ I ` _ 352 _ G ./ C
f;_I�/ �j{ \I_ – --- – }`( – / R/\1 ` �\ �+\� \v'% © /I \l�I / \_ / a��� \\ / h r _340
NOW OR FORMERLY -- ^ 'P I P' _\ _— �` K� \ I / �' P/Q/�— I J) 97 /— \ I \RAYMOND&FLORENCE VICKERY / I eo 'N \ L— \'/�/ / � //_ I / ^� \ / / �'I l �1• o ` BM 189 PG ,]8�•�����1 I \ %, /,� \ M i , / -- - / -l. , �. `I'\ 1T•• .G \`3
B 13]35 PC 185 © r \ \\�I � /' 1 t,4 Q-� ;1 � \� ' / J� Q� ' �`
PIN: 07836568 4] /
1418 PINEVIEW DR. ' l
� _ c'7' Dc� i� �\� \II�,�_�LN \ `: ,J �\ •� , ,3 � \ �� _ill \\ a 1 `\ \`---\ --nmca�'m71r -- 'J �M-G-- y � �'� <P' - � - �f \\\ _ \ -' /^ �_` / \\11/�
/ � \ •0. �- L -J DID1A ` / - \ �(� ` \ ` _`�L�-�• � L - - 1 -1-! 7 'I\�\ _- -e \\ P "� � - � /,I I�\ 1 \ ��,A i �a�P ��1A - L i - - �� =� -� - � � �=. J � 20BR (NAGE EA / 20DR NAGE�A-SEMENT—OM 1965 2 I \ \i/� `� `' \� /, � _ - \I 8 = 6/ '�\
_ / `��•I_/ / / 1 ` _ /3'
349 - _ \ --�/ _L\\ ��a o \ — I — �- r L_ ` 108 7�Cq/p�j `\l /�
\ �— �' \ \ / •1 1 I� I I . NOW P E FORMERLY
I l .l _ /�� T CHRISTOPHER SHELOW ,,�1 q
1 _ " — — p• \ \ \ O #0 1 1 L. ' '�Q�\�•(� // / _ ABRIELLA SHELO qs"� i
\ \ 5, `1\ . \ _ \l`1 OB 1s850 PC 1818
, �y G W Z IlI \
—924 MERWIN DR.
PIN '0]837 91'05 /
1 \ � \ o \ 8 c' `�o•,a>ae,� _. _ ..`- � DI01 � � ,�. \ — / - _� u O 4 �f'£' _ - _ �` / /
fi+ fF
Q— — _
I \ � c' /S OS � 33
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' ` 3 -- -- 346 •------- ----- --- - �, o
,0'-352 _ / r - _ ,�------- 3 `\. - _334 - e
\
_ �I oc--v �/ T 3� ------ --- ----- ----- - ----- - _ _
BO
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\ — \ ♦ —\\� d' \\\\ J\L �• / \ `, - —� �\ O -- ! '��I \\\ �. �- �8 `..-'_9�i_ -- --_ --\-------I - _ 11 1 1 I(I / ` o .a✓ - ° , \l�� v J
1 I 111+-
y— N�FORM� I \\ \ \ S- `\• 1
;,7
DELNA R. MILLS 1 _ 2
\ DB 2094 PG 108\-_-' -_-' a
♦ BM ,9eo Pc ,eo�$ I \ I — \ i �} _ Pp.,i�.• 1 \ ` ` ,/ c
\ PIN 07&]656]64 [/ a, 00 ; •�\ (1
, IINEWEW DR. _ S \—"--�j7� �� 1 \`\ `\ \ I N.
4 \ \\ n \` - 331 =4. ,— \
0
,\ o\ O .. \` - � � --
,d /I� �
` ` / �' \ ''yy \ O \ I I ,¢ I I 1_•�54s3A I NOW OR FORMERLY I \ \
,
L-4
�]•' NON OR FORMERLY MICHAEL S. CLARKE \
NOW OR FORMERLY NOW OR FORMERLY ,_y�5�, / (fI DEVIN B. KAHLER \
�` _ _ / 2S , ♦ �', \ \\ JASON DOSSARY & LISA GOULDIE ELWIN R. THIBAULT yd FF" NDW OR FORMERLY AND I AND
AND WIFE .�° J I b KEN KENNETH z aDLIN I SUSAN E. KAHLER `s/'
DB 135]] PG 1999 , COURTNEY D. CLARKE YF'"
• \ 7/ •� \ _ ` BM 1980 PC 180 fF / DB 13963 PO 1524 1\ '( ".•I,.qd l
A J4' PIN 0]&3659514 MELISSA R. THIBAULT / I AND WIFE DB 6]]9 PC 344 PIN 0]83]55173 tea- _ J /1/�
1501 PINEMEW DR. Da 7826 PG 258 / BM 1980 PG 180 370] SWIFT DR \ ff �\ <1' W [•\ '
PIN'0783]SOHBI'D I // I I<M JONA 86 IG 273 PIN 17-7141DR. /
\ / ' \3�• \\` --_ so
3731 SWIFT DR / ` PIN 0783753292 3]11 9WIFI DR. \ \ w.� 1 �iI �\ 5
BN 1980 PG 180 \�,,��
\ yf `I 1 �/ •� ` \ ` 1 I /,' I I 3715 SWIFT DR. \ ROBERT J. HARVEY 1"1 ° _ ° 0p}`�y ' 32�^
\ NOW OR FORMERLY sem"
LLJ
/ NOW OR FORMERLY ` 1 / \ \ \ \ `. /' g \ DB 2245 PC ase
/ CRAIG A. BARTHOLOMEW ,tl l \ \ \`- __
_ _----- _ I / NOW OR FORMERLY \ BM 1971 PC 328
AND WIFE \` / \ \ ---- -�__ __ �' NOW OR FORMERLY KIMBERLY CURRY-EVANS 'b I PIN 0783756DR.
MELISSA P. BARTHOLOMEW \ ,( \ \ \ _ 1 FERNANDO H. MAGALLANES STANLEY BOGANEY I I `\ }809'x' °R //i1\\ E t<'. I I I O
DB 7]88 PG 7/5 3/ \ \ — _ _ _ _ — — �I OB 15815 Po 2846 DB 1943 PG 2664 \ / �J
BM 1959 PC 176 \ \ \ _� ----- BM 1810 PG 180 BM 1860 PG 160 I \
PIN 0783858673 / \\\ / / — — — _ _ _ — — — — — PIN 0783752310 I PIN 0783752296 I I I \ \ / c O
1500 PINEAM DR. > b 3723 SWIFT DR. 3719 SWIFT DR. \ /
W _
♦ NOW OR TO Y
/\, / DANIEL CAB DL, STEE
CA -
NOW OR FORMERLY /,
/ \ NOW OR FORMERLY �i \ / `\ \ ANNE LOPEZ CABRAL, TRUSTEE O
ROBERT J. SOTAK 4 1yp•°+9 I \ AS TENININ COMMON
\ , AND WIFE ds \ \ DB 5266 PG 109 (Y,
9� E. \ JOHN THOMAS PENN eM 1976 PG 170 v`)
HEE SOOK SONG +Nj. I \.- -�AND WIFE
/ BM 199 PG 178 I I I `\ DB 3539 PG ]88 5
/ DB 8693 PG 913 I `\
PIN 0783858574 IN 083 558
/ 1504 PINEYK DR I I I PATTIE W. PENN / 380J SWIFT DR. ` 1 1 O
\ / I BM 1971 PO 170 W
PIN= 83]4]9N \
``------ 3805 SWIFT DR,
/ O
�I
\ I I O L
O
�-
�
DATE. JUNE 2016
/ I o I I I I I II I I / \ DRAWN BY: JDD
Ld
CHECKED BY• MAH
REVISIONS
N0. I DATE
50 0 25 50 100
1 INCH = 50 FEET
SCALE
1 "=50'
PROJECT
NOT FOR 50076579
CONSTRUCTION

0 187.5 375 ' 750 ! 1,125
Scale: 1 inch = 500 feet
Ian
Project Site
Octavia St
Vicinity Map

SECTION F - PREVIOUS APPROVAL LETTERS (404 & 401 /BUFFER)

CIF %A7F9
ICb0
� r_
i ,s —I
Mv. Calrl Dawson
City{ of Raleigh — Publics Wanks Delplartmelnit
22.I West Hargletl Sllueei
Raleligh,l\ C 276(121-0590
Beverly Eaves llerdua, Ga vemon
Dae Fneaman, Secretary
Nc rlh Caiiolina Elaparlment of Elnvinonment and Natwial Resor nces
Coleen H. Sullins, E1rneaton
Division of Wlater Quality
January 16, 200SI
---,,I
h(B � G (;I`�,+ D� Projelcll i 09.(ICI"I
t Wlak e Cot nsty
Subjaal Prclplerty: Cit)) c fl Malciigh 9w1ll Drivci/Pirsevic-A Drivci Culvert Pnojeclt
Simmons Brandt [(131C1402, 21-34-2, C, N9WI]
Appr(val of401 WatclnQuaHq Cclrtifreallen arid Ault c niaatic-r Cerliflclatcl pcir tEc Nciulsci Riven
Bullkir Protciclticrl Rlulcls (15A NCAC 21H.022121', with Additional Conditicrls
Duar Mr. Dawsons:
Your haves of r approval, in alcaaudancie witE tta adacihec acinidi:lions and tHcisa listed below, to pllaeia fill
within an alharwise implant 1,fl1(I linear few plarelninlial sllwam, and 351,19CI squlara Riat of Zone 1 Nause
River t asini prof ecltelc riparian t ufflurs anlc 4,20:1 8c tare fled of 12larie 2 Neuse River t asin prod eatelc
ripauiani buffers, as dusciribad in })aur applliaatians c ateld E acember 19, 20(18, and racieivec by tHa E ivisian
aflWlaler Quality{ (JE WIQ) ens Janivary 2,'I(I(I51, to canisllrucll ilEe proposedd clullvert repair arlc stream
sllabiliaatiani prajacit al ilte sites. Aftelr ueviewing your applicatiani, we have deaidelc AM tta implaclts ares
aovereld EN Gariera l Wlatclr Qualit)l C artificlation Nulmbar(s) R 8I31jGC 3687) ansc 1-16EI9 (GC' -I( tl9). Tlha
Ceti iftcaltianl(s, al laws you to use Nationwide Purmit(s)1\ WI=1 and NA 131, respeativaly, wham is sued ty
tha US Ali C arpls oflEnglinuars (USACE;. Irl addillion, Nau shot; Id abtain or atharwli ie comply with any
attar nequlirec federal, 1, starter or loclal pelrrrl its t afore) you ga ah enc wilh your projecl inclu d ing (buil nat
limiielc iia) Elrosian and Sed imeni C arltrol, anc Non -c ischange regi; lailiclnss. Also, this apFlroval tc
Flnoclecidl with your proposed irr paths on to cc nduet im palelts to watclrs ass deipicllled in yc un
ap fIliclatiars shall cixpirel upon eixpinaticm of III ei 4 C4 cul C ANM P ermit.
TE is approval is for i hes purplase arid c asign tE at you dols cmibad in Naulr appliaatian. If N aui ciharige your
project, you must notify urs and you may ba required to sand us a naw aplpllicialion. Iflthel plraplerty is sold,
the now ownelr must t e given a coply afltE is C artificiail ion anc approval lattar and is thclraby raspam ibla for
camplyingl with all aonditiam. lfltolal fills for lhis plrojecll (naw or in the) fiturcl; aNcaed ane acire ofl
wellansd ar 151CI linear feat of struam, aamplansa:lary mitigatian maN bel liaquived as cescrited in 1 -IA
NC AC 21-1.0fl(Ib ISE:. 711 is approval requires Nc v to follow the cc rsdillions listed in thea attachcidl
eeirtificlatiers and ary additiemlal clonditiarls listed b(low.
Thci Additional Conditions clothe Cerlifiaatiars ane:
1. Impacits Aplproveld
THa f thawing implants ane Eeli appraved as long as all ciflilEe otter spacifia arlc ganelral
conic itions afltf is C artiflaation 1laii lsalalled Wlatland flarmit) glia melt. Na ocher impacts ares
aplpluavelc inalt c ing incidental irr plaais:
One
NpithCarollna
401 Clversigl VE xl ness Revievi Pam itting Unit Vaiwaky
1090 Nail Smice Clentar, Raleigl , Nord Clanolina 21699-ld10
2311 Clrabtnee Haulavand, Suite 150, Raleigh, Norlh Carolina 27604
PI ona: 919-733-1786.1 FA} 919-111-6891 A Intemet: httn:d,Ili] o.ouni.slale.ne.u, llncwatland!i
An Equal Opportunity, lAffim ative Ac tion Employer— 50% Raaycled II0° a Past consumer Paper

City of Maleii®h — PL blit Works Geipar a en l
Paige 2 of 3
Janu ary 11 E, :ICIOSI
Type of In ipact
Amou n t Approved Units
PI s ni Locai inn cr Referen ce
c tream - perennial
1,EI 10 (linear feet)
ACN page SI cfl'l 3
Bu ffers Zon e 1
SIS, :I SICI (square ft.)
ACN page 12 of 13
BL ffeirs Zon a �l
4,203 (square re ft.)
ACN page 12 of 13
X No A aste, S ploi1, S alit s, ar Fill of Ariy Kind
n
No wastes, splail, sclics, tui fill of ani), kind shall cacur in wetlands, warteuis, cr riparniari aueas bei)and
the fciotppiint oflthe implants dapicteie in the Pre-Constnuction Notification. All ecnistructicmi
aotivilieis, ineludirig lhei design, irislallaticri, opemallion, and mainderianee cflsee imenil and erosion
eantral Hest Mariagameirit Araalices, shall be pemfbrmec so Thal ria Yiolatians aflstata water quality
standanes, slalutus, ar rLhis occur.
3. Erosion and seidimeirit aonlrol praaticas must be in full aompliance wiiiE all speaificaticns governing
lha proper desigln, irislallalioni arie apleralicri avid mainlenanca cflsuch Hest Managemeirit Arnaetices in
cmdan ila pratuat surface wall ars standards:
a. The erosiari and seidimenl contral meiasureis for the plrojecil must he desiglnec, installed,
opeuiated, avid mairrlairieid in acaorc anea miith the mi racerit version cfllhe AWA Carculiria
SE dime r, jI Gina Erosuon Contlrcul Planning ar, d DIeAgn Manucul.
b. The eesigrl, installation, apleraliari, anc maintenance oflthe sckirrienl and arosicmi control
measures must be such that flay equal, cm eixceiec, tha raquirerriamis specified in the most
recent versicmi oflthe Norh Carolina Sedimez iI ar,d .Eroaiion Cor trciil Manuail. Tha devices
shall he rriairitainec on all construction sites, borraw sites, anc waste pile (sploil; plrcjects,
inch: c ing caritraotcw•ownec or leiasec boniow puts assaciiated with the plrojecil.
c. Suffiaient rriaterials raquirned for slab it izatlari and,lar repair cflerosion ccmitral measures anc
stormwaler roulling aric tuealment shall bei on side at all times.
4. Sediment avid Erosicri C oritrol Measures
Sediment anc emosion carilrol measures shall nal ba pllacac iiri wetlands au watems willhout priar
aplppiaval fiicm the E ivisiciri. lflplacerrienl cosec irrianl and arosiari contral devices iri wellands and
waters is unavoieable, cesign anc plaeemenl cflilemiporary erosicr,i eantral meiasureis shall riot bei
aonc ueiled in a manner Thal may, reisL It ins dis-equilibrium of wept! anc s or sllwam bec s or banks,
adjaeenl to cui uplstrearn aric down stream cfltha abave stracilureis. All seie irrienl and erosicri contral
davices shall be removed and the riail u ral gilade restored within t A a 1121; months of l the date l hal l b e
Division of Land Nesources cui lccadly dalciplaled progiiarri has raleiasec the plrojaeil;
5. Diffuse Hlow
An additianal condilicri is that all silarmwater shall bei c irected as c iffuse flaw al ricri-eresiive
valoeities thraLOh lhei pralecteic stream Iuffims and will nal ue-concentrate before dischaugingl into
the silream as is entifiee wilhiri 15A NCAC 313 .(121313(5).
(. Pralectiive Fencing
The outside buffcir, wellarie ar waler bounc ary aric along) the corisilruicilion canidor with in thesei
bourndaries applrcvec unc eir this authariaailion shall he cleaudy rriarkee with arangle warning fbncing
(cm similar higlh visibilit)l malerial; far the areias Thal Have beien aplplrovec iia infririgle within lha
bu ffbr, weit;lanc or water p 6or to any land disil u rbir8 acil iv it ies;

Cit} cif Rale igH — But Iic Wanks Departmend
Page 3 of 3
Jani i y 16, 30C19
7 . Car ifiaal a of C ompkil ions
Upon aclmpllelioni ofIall wort approved within lite 401 WaltelrQuality Cerifiaalioni or applliaalilei
Elu ffer Rules, anic any su E seigluemil modifications; the applicant is naqu ired to relturr the atllaclhec
tier ifiaale of aompleitiani lla The 401 Oveirsight/Explreiss RcNitiwi PermitUing Unit, Narlh Carcllinia
Divisiari ofI W atur Quality, 16 50 Mail Seim i(iei Center, Reilcigh, l\ C, 2769SI-1650.
Violall ions of any aanidilion heireini sell fdrlh may resull in revoclation of this Ceirlificatian and may rasa It in
criminal and)lar aivil pariallicis. lit aulhoriaallioni tcl procetic wilh Naur plroposelc implacll9 or to canidual
impacts tcl waters as c apiated in your applliclall ioni anic eis au lhoriaelc li y it is C en ifiaal ions, 9h all expirle upon
expiraltian clflllhe 404 or CAMA Permill.
If you do noll alaaepll any clflllhe conic itians cif Iit is Clartification (jassac4cid with tNa apprauad well land cm
stream irrlplaclts), you may ask for an ac judiaaloryheeiringl. You rrlusl aell wilhini 60 days ofIthe c atei 1hal
) clurreaciivel lois later. To ask -for a Neiaring, sgrsd a written plellitian, whiah aonifarrris to Chapltem 15(113 cif
llhe North Clarolina Genieiral "hlatudes to the Offiael ofIAdministrative Heamings, fl i 14 Mail Saniae Cleriler,
lblaiglt, N.C. 3769SI-61:14. This aeirtifiaation anic its aanidillions arei fir, al and liindirig ur,ilass you ask for a
E caning.
Any c ispluteis over determinatiar,is reigarding this Autharizaltian Ceirtificlalle (lassaciated with the applravec
l:uffeir impeiclls) shall he raffrirreic ir, wrilinig lla The Direlatarl fbr a delclisiclni. Tlhei Direicllar's c eicision is
su l: jeclt to rein itiw as providec in Articles ?I and 4 of G.S. 151(IH.
This leitilar completeis llhe review of 1he Division of Water Qualit) unc eir 9eiclioni 401 of the C lean Walsh
Aat and the Neusei riparians buffl:ir plratacltian ruile as deisclribeic wilhir 1-'1A NCAC 3H .O2212I. 1flyclu have
aniN quiestianis, pllelase teileiplhona Cynic i KalroIN or Iasi McMillan at 91ST -733-11W.
Sinc IN,
een H. 9u llinis
CHS/ym
E r,iciclsuirles: C C 368, and GC:16 8SI
Carl ificata ofl Compkll iciri
cc: LAuren Witlieirspoon, DWQ Ralcigh Rcgiorad Office
U9AC E lblaiglh Ragulataryl Fick Offiati
Hila C aply
Math Maltttews, DWQ Walalnds and 9lormwateir Hrlanah Manager
Camarani hong, Dewherry, 3301 14exwciclds Drive, Suite 200, Ralaigil,1\ C 27607.3366
Filename: OS 0015CORaleighSwifiDi iiiaPineviewDi iveCulvertFi a,jaat(lWaka)401_NBR

U.S. ARMY CORPS OF ENGINE EIWS COPY
WILMINGTON DISTRICT
Action ID. 200900064 Ccunty: Wake
L SG'S Quad: Raleigh West, NC
GENERAL PERM l T (REG] ONAL AND NATIONW ID D) VERIF1 CAT ION
Property Cwnei ) AutHcirized Agent: City of Raleigh, Public Warks Department
Address: A1tn: Carl R, Dawscin, Jr PE
PO Box! 910
Ro leigb, NC 27602
11e1ephone No.- 9119-9196-3030
Sli2e and location of prcperty (water Cody, rcad name/number, down, etc.]: The Swift Drive and Pineview Drive
Cul -vie rt Replacement sillei is aippraiii iimal lely 31,1 aic res of land locaited a]anig Slimm ons Brain ch. starting
aipproximately 1,21010 feet northeast of the intersection of I-440 and Athens Drive. in Raleigh, Waike County, Neirth
Carcdlina.
Desicription cf prc j eci s area and acl i vity: Tb is authorization is for the re pl aice me n 1 and up -grade cif two existing
culvierts and a driveway bridge 11119it will result in the permanent) impact to 151f of sllreaim aind 11he permanent)
impaicll to 1,0215 if of stream channel due to stab 1hzaition. This authorization additionally alllaws Mie culverts to be
exem pt from the ceindition 11Hat req uiires culverts greater than 48" in d iameller to be buried to 1'. THis exem ption
duo l '
.
Appl'cablle Eaw: ® Secticn 404 Clean Wlatein Act, 33 USC 1344
Secticn 10 (Rimers and Hardons Act, 33 URIC 403)
Authcrizat:ion: 14egienal General FermitNumben:
Nationwide Permit Numben: ? and 13
Your wank is authorized by the abome neifenenced permit provided it is aoaomiplislied in strict accordance with the attachleid
conditions and Y1our submitted plans. Any x clalien of the attached condition: on deimiation from ylcun submitted plans rnayl ;utlject the
permittee tc a step work order; a iie stonaticn order and/on appropiniate legal attic n.
This menification will remain maHcl until the miphation date identified below unless tHo nationwide autHcnizaticn is mcdificd,
suspended on remoked. If, prior tc the expliraticn date identified below, the nationwide permit authlcrization h neissued ar.d/cm
modified, this merificaticn will remain malid until the empination date identified below, pncmided it cornplies with all requinemients cf
the modified naticnwide permit. If the naticnwide permit authorization expires cr :'s suspended, revoked, cn h modified, such that the
actimity would no lcingler comply) with the tenms and conditions of the nationwide permit, activities which ha -vie commenced (i.e., are
under construction) on ane under ccntiiact to commence in reliance upon the nation"ide permit, will remain authorized pnomided 1he
actimity :is completed within twelme months cf thlci date of the naticnwide permit's exip:inaticn, modification on remocaticn, unless
disenetionary authority has been exienc iced on a cast -Hy -case tlasis to modify, suspend cn ncvcke the autHorizalion.
Activities sudject to Slect:ion 404 (as indicated abcme) may also require an indimidual Section 401 Water �ualityl Cerlificaticir.. You
shciuld conlact the NC Division cf Water Cualityl (teleflhene (919)1133-1 i 86) to determine Secticn 401 recuinements.
For activities occurring witHir the twer.tyl coastal counties sub ''ect to reiglulatior. unden the Cc a,Ial Area Management Act (LAMA),
prier to beg 'nring work Mcu must contact the N.C. Divi sic n of Cc astal Managlament .
T1hlis Department of the Army verification does not relieve the permittee cf the nesponsibil:ityl to cibtain any ether roquired Fledenal,
State or local appnamals/plenmits.
If there ane any questions regarding this vierificatior, ar.yt cf the conditions ofllhe Fetr it, on the Ccrps cf Engineers neigulatory
program; please contact Crystal Amsebler,
Corps Regulalcry Official) Date: 081)13/20091
Exipinaticr, Date of Vcrificaticr. 81/13/21011
Pagel l of?

T1He Wilmington Ilisitriat is ccmmiitled tc providing the higtlesl level of supporl tc the public. 'to Help us ensure Aa continue to dei so,
please ccmplele the Customer Satisfaction Survey lccated at cuc wedsite at Http://regulatcry.usaceisur-veiy.com/ to comFlete the survey
or, 1 i ne.
Page 2 of

Determinalion of Jurisdiction:
E Bases on preliminary informat'on, theme appear 10 be waters cf 1he U51 including wetlan& with..r the above described pncject area.
This preliminary dalavir `nation is nct ar. appealable action unccm the Regi latery Brcgpam Adir-rik iative Appleal Process
( Rlefereri ie 33 CFR Bart 331).
❑
Th cite ane Nav:iggble Wlatcrs of the Ur'1cd Sltatea within the abcve described project area subject toithe permit ncquircments of
Slec t'on 10 c f the Rivers and Harbc rs Act and Sectic n 404 c f the Clean W aten Act. Unle<is there .'s a change in the law cr our
pLblkiHec regulations, this ceterminaticn may be rcilicid upon fcr a period motto exceed five years from The date cftHi:i
notification.
® Theme ane waters cf the US and/or walancs within the above describes pncject area subject to the permit requirements of Secticn
404 cflhe Clean Walcir Act (CWA)(33 USC F1 1344). Unless there's a change 'n the law cr our published reglulaticnsi, thl's
determinalion mayl be relies upon far a pcmicd not to emceed five years from the date of this nctif aat'on.
❑ The junisidictional areas within the abcve described pro'ect area 11 ave teen identified under a previous action. Flease referience
urisdietional determination issued Action ID
Basis cf]unisdictional Determsinaticn: Sllrearns were idenstified ulilizinsz ordinary high malcr mark as identified in the Feld.
Appeals Inlformatian (THis infcrmaliori applies only to apprcved jurisdictional determinations.)
Attaohed to thki verification is an apprcved junisdictional determination. If you are nct in agreement with that approvedjuriscictional
determination, you can make an administrative appeal under 33 CFR331. Enclosed )lou will find allotification cfAppeal Process
(NAP) face sheet and request far appeal (RFA, form. Ifylou request tc appeal this determination you must submit a comp letec RFA
form to &.1a fcllcw.'ng address:
District Bngir.eer, W iillmingtcn Regulatory Division
Attri: Jean Manuele, Field Office Chief,
Rlaleigh ReguIalcity Field Office
=321 Her'lagle Trade Dr've, Suite 105
Wake Forest, North Carolina 217557
In order fon ar. RFA to bci aecepled by 1he Corp,, the Ccrps must determine that 't is complete, that it meets the crileria fcr appeal
under 33 CFR part 33 1.3, and that -t has beers receiv ed by the District Offka withiri 60 da)ls of the date of The NAP. Should )lou
casae tc submit ar.i RFA form, it mull be receiv ed at the abcve acdress by 1 10/1.4/2C091.
"It is ncl necessary tc submit an RFA fbnn to the Distil t Office if co not object to the determination in this corresponsderice."
Cc rps R cigu latory C fficial : c—
Data ( 8/13/200 91
Expiration Dale 5/13/2(14
'SURVEY PLAT -19, FIELD SIKETCHI, WETLAND DELINEATION FORMSI, PRCJ1EC7 FILANSI, ETC., MUSIT BE
ATTACHED TO THE FILE COPY CF TRIS FORM, IF REQUIIRED OR AVAILABLE.
Ccspy Furrs:ished:
Dewberry
Atln: Caimercn Long, PE
21301 ReNwoods Drives, Suite 2CC
Radeighl, NC 27(C7
S119481-99139
Page 3cif 2

Action ID NumHer:2009100064 County:Wake
Permittee: City of Raleigh, PuHlic Works Depairtmentl
Date Verificaticin Issued: 842)2C09
Projecil Manager: Crystal Amischleir
Upon caimpietion of the activity authorized by this permitl amd any mitigation required by the permit,
sign this ecrtlificatliem and return it 1e 1he following address:
US ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
RALEIGH REGULATORY FIELD OFFICE
3331 HERITAGE TRADE DRIVE, SUITE 105
WAKE FOREST, NC 27587
Please mite that your permitted activity h subject tai a compliance inspection By a U. S. Army Carps of
Engineers representalive, Ifycui fail to comply with this permiii you are subject to permit suspension,
modificatlion, or revocation,
I hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terms and conditliam of the said permitl, and required mitigatlian was completed in
aiccord ance with the permit canditlionsi.
Signature of Permittc e
Daiie

DMIN IISTRATIVE on
NOTIF'lC TION OF �- APPEAL OPTIONS �V\11) PROCESS
f�N
.. ,.. .. ::
REQUES I FOR APPEAL
Applicant: City ofRaueighl, Public Wcrks
File Number: 2009CCC64
Late: 8/13i2CC9
De artme nt
Attached is -
See Scellion below
INITIAL PRC F FERE D PERMIT (.11an d and Perraitl or Lette n cif
A
permission)
PROFFERED PERMIT (Standaiid Permute or Lenten cif ermission)
B
PERMIT DENIAL
C
AFPROVEDI JURISDICTIONALI DIETERMINATICN
11
FR.EILIIMINARY JURISDICTICNALI DETERMINATION
E
SECTION I - The following identifies your rights and options regarding an administrative appeal of the above
decision. Additional inforniation may be found at htt-o://NAww.usace-m-iny.mil/ii-iet/functions/cw/ceewo/l-eg or
Corps regulations at 33 CFR fart 331.
A: INITIAL PRCFFERED PERMIT: Your may ar-ceiptl or object to the permute.
ACCEF T: If }lou receivied a Sllancand Hermit, you may sign the permit document ar.id neturr. it to the district engineer for final
authorization. If you received a Letter cf Permission (LOP), you mapl acciept the LCF and )lour Aonk is authorized. Yours siglnature
c n the Standard Permit on aceeptarice of the LCF means Haat }lc u accept the permit in its entirety, and waive all riglhlts tc appear the
genril, irce uding its terms and ccnditions, and apgrcved jurisdictionial determinations a,sociated with the permit.
OBJECT: If you object to the permit (Standard or LOP) Elecause cf certairi terms and conditicn, therein, you may req ,ue,t that the
germit be modified accordingly. You miu,t complete Secticn lI of this form and return the forme tc the district englineer. Your
cbjections must be received Ely) the d'91 englineer w ith:in E 0 days of the date cf this notice, c r }lc u will forfeit your r'ghlt to appeal
thle permit) in the future. Upon receipt of}lour letter, The district englineer will evaluate ylour objections and may: (a) modify thle
germit to address all of}lour coneenris, (EI) mcdify the permit to addres: score efycw cbjecticw, on (c) nct =641 thle perm't
hlavingl c etenrnined that the F anmit, Hould be issued as previousIM written. Aften evialuatirigl }lour objections, the c istriat englir.ieen
will send you a proffered permit fcr ylcun neconsideralion, as indicated in Slection EI below.
B: PROFFERE DI PERM11T: You may accept or appeal the peinmill
• ACCEPTI: If)Io u receivied a Stan dard Permit, }ecu may siglri the permit document and nelurn iT tc the district englin(ler for final
authorization. If }lou received a Letter of Farmiissicn (LOP), you may accept the LC P and your wcrld is authorized. Ylour siglnature
on the Standard Permit on acceptance of the LOA means that }ecu accept The permit in its entirety, and waive all Cgll to appeal the
permit, iricluding its teams and ccnditions, and appncivedjurisdictional determinations associated with the permit.
41 APPEAL: If you ehcc,e to decline the prcffered permit (Standard on LOP) because of certain terms and ccnditions therein, }lou
rrayl appeal the declined germit under the Corps 013nginears Administrative Appeal Process byl completing Sleelion II of Us form
and sending the fbrm To the division engineer. Tlhis form must be received lay) the division engineer within 60 days of the date of
WE notice.
C-. PERMIT DENIAL: Ycu maty appeal the denial of a permit urider the Corp: of Engineers Administrative Appeial Process byl
comipleting Secticn Ill of this form and , encl'ng the fonrn to the division engineer. Thi: form must be received Ely the division englineen
mithiri 60 caryls cf the date oftHis notice.
D: APPRCVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JI) or
provide new information.
• ACC EPTI: Ycu do nct need to rectify the Corps to accept at apprevec JD. Failure tc notify the Corp; Wth'n 60 dayls of the date of
this notice; mean, that ylou accept the approved JID in'ts entirety, and waive all riglht, to appeal the agprovad JlE1.
• APPEAL: If you dhagFee with the approved 1D, you ma}l appeal the approved JD under The Corps ofEnglinams Adminisirativie
Appeal Process by completing Section 11 cflth.i, form and sending the formi to the c istriat englineer. THis form must be received by
the division eriglirieer within 60 dayls of the data of this notice.

E: F RE L IMIN AR YI JURIIIDIC TICNA L DETERMINATION: You dcl, not need to respc nid tic the Cc rps
re gadding the preliminary JE. The F re 1 im inary JD is nctl appealable. if you wish), you may re clue A ani approv ed
JD (whlichl may be appe ale d), by conta cting the C crp s di: tlricll for further instruction. A Iso yciu m ay ptic vide new
infcrmallicni for further eonsideralion by tlhle Corps to reevaluate the JD.
SECTION II"- REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT
REASONS FCRI APFIEAL OR OBJECTIONS: (Eeisctiibei your reiaiscinis for appealing llhlei decision i cir your
ob'cctlions to ain initlial pticffered permit in clear corncise statements. You may atltaichl addilionial information to
this form tO clarify wherei yciur reasons or ob'ectlions area aiddtiesseid in the administrative record.)
ADDITIONAL INFORMATICN- The appeal is limited to a review cif the admini:tlratlive record, lhle Corps
memorandum for the record of the appeal conference or meelling, and any supplemental information that the
review officer has determined is needed to clarify the administrative rcccird. Neithleti the appellant nor the Corps
may add new infcirmallioni or analyses to the recorid. However, you may provide additional information to clarify
the locatlicn of infcirmatlicin tlhlal is already in 11he aidminisllriatlivc record.
If you have questions regarding this decisioni
If you cnily have questlicinis regarding the appeal process yciu
and/or ilhlei appeal process you may contact:
may ailso contacll:
Crystail Am sc hle r
Ms. Jean M anuele
Raleigh Rlegulalory Bield Cffrce
Rail eighl Reigulailoty Bield Office
3331 Heiritaigle Triade Drive, Suille 105
3331 Herillage Trades Erive, Sluitic 105
Wakle Forest), NC 2'587
Wake Fcmest, NC 27587
RIGHT OF ENTRY: Your signature below grams tlhle right of entry to Corps cif Eniginic ears pe riscnne 1, and any
gcivernrnenll consultants, to conduct) investigations of the projecil sitle during the courses of 11h1e appeal process. Yciu
will be prcivideid ai 15 day nc lice of any sitle investi gatlicn, and will hlaNe the opportunity to plarticiplale ini all site
inveslligatlicns.
Date:
Telephone number:
Signature of appellant or agent.
For appeals en Initial Frciffered Permits and approved Jurisdictional Determinations send this form to:
Disllrict Engineer, Wilmington Regulaiticry Division, Attn: Jean Manuele, Froiject Manager, Raleigh
Regulatory Field Office, 3331 Heritage Trade Drive, Suite 1a5, Wake Fcirestl, Norlhl Carolina 275817
For Permit denials and Proffered Permits send this form to:
Division Engineer, Caimimander, U.S. Army) Engineer Division, South Atlantic, Attn: Mr. Mike Bell,
Administrative Appeal Officer, CESAD-ET-CO-R, f0 Forsyth Street, Rocim 9M15, Atlanta, Georgia
3030-8801

SECTION G - SWIFT-PINEVIEW DELINEATION

ENVIRONMENTAL SERVICES, INC.
524 S. NEW HOPE ROAD
RALEIGH, NORTH CAROLINA 2.7610
919-212-1760 • FAX [phone]
www.environmentalservicesinc.com
30 June 2006
Ms. Sheila Reeves
Dewberry & Davis, Inc.
2301 Rexwoods Drive, Suite 200
Raleigh, North Carolina 27607-336
Re: Swift — Pineview Delineation ESI Project No. ER06-002
Wake County, North Carolina
Dear Ms, Reeves:
Thank you for contacting Environmental Services, Inc., (ESI) concerning the above referenced
project. At your request, ESI has conducted a jurisdictional wetland and stream delineation and
Neuse River Riparian Buffer evaluation for the Swift Drive and Pineview Drive Culvert
Replacement Projects along Swift Drive for approximately 750 linear feet. The project site
begins 50 feet upstream of the Pineview Drive driveway bridge and ends 50 feet downstream of
the second Swift Drive driveway bridge. For the purposes of this study, ESI identified and
delineated all jurisdictional areas extending 50 feet from the top -of -bank on each side of
Simmons Branch (including Simmons Branch) in Raleigh, Wake County, North Carolina (Figure
1). The project site is located in the Neuse River Basin.
The project study area was reviewed on 26 June 2006 by ESI biologist Lauren Cobb. Ms. Cobb
is a Senior Scientist with a B.S. in Natural Resources and more than six years of professional
experience. Prior to the initiation of field efforts, available resources were reviewed, including
the appropriate U.S. Geologic Survey (USGS) 7.5 -minute topographic quadrangle (Raleigh
West, NC) and Natural Resources Conservation Service (NRCS) soil mapping for Wake County,
North Carolina.
Jurisdictional Evaluation
The project site was reviewed for the presence of jurisdictional stream channels using criteria
provided by the U.S. Army Corps of Engineers (USAGE) and the N.C. Division of Water
Quality (DWQ). The project site was also reviewed to determine the presence or absence of
jurisdictional wetland areas using the three -parameter approach (hydric soils, hydrophytic
vegetation, and evidence of jurisdictional hydrology) as outlined by the USACE 1987 Wetlands
Delineation Manual.
Based on this approach one stream channel (Simmons Branch) was identified within the project
site. ESI delineated Simmons Branch by hanging orange and blue flagging tape along each side
of the jurisdictional channel. Attached is a list of the line sequences used and a graphic depicting
the approximate location of jurisdictional areas (Figure 3). A large portion of Simmons Branch
JACKSONVILLE • ST. AUGUSTINE • COCOA • JUPITER • DESTIN • SAVANNAH • ATLANTA • RALEIGH • CHARLOTTE • ASHEVILLE

ENVIRONMENTAL SERVICES, INC.
appears to be piped north of Swift Drive. Therefore, only the western and eastern portions of
Simmons Branch within the project site were accessible to delineate. On the day of the field
visit, Simmons Branch had little to no turbidity and swift flow. The substrate consists of sand
and cobble with multiple culverts for residential driveways and road crossings.
The DWQ Stream Identification Form Version 3.1 served as the basis for determining whether
Simmons Branch is intermittent or perennial. Using this form, Simmons Branch was evaluated
based on three characteristics (Geomorphology, Hydrology, and Biology) and assigned a
numeric score. Simmons Branch scored a 36 and is therefore considered a perennial stream
based on current DWQ methods.
To aid in alternative analyses and to help determine stream mitigation requirements, the USACE
designates streams as either Important or Unimportant. Streams that have perennial flow,
associated wetlands, significant aquatic fauna, or associated Threatened and Endangered species
are generally considered to be Important and impacts to these streams would require mitigation.
Intermittent streams may be considered Important if the associated wetlands, significant aquatic
fauna, or Threatened and Endangered species criteria are met. Streams designated as
Unimportant do not typically require mitigation. It is in ESI's opinion that the USACE would
consider Simmons Branch Important based on current USACE criteria.
Based on current USACE criteria, no jurisdictional wetland areas were identified within the
project site.
The project study area is located within the Neuse River Basin; therefore, streams and surface
waters (i.e., ponds, lakes, etc.) depicted on the most recent versions of USGS topographic maps
or county soil survey maps are subject to the Neuse River Riparian Buffer Rules. Certain
activities within the 50 -foot riparian buffer are regulated by DWQ and will require their
approval. The riparian buffer consists of two distinct zones. Zone I comprises a 30 -foot wide
area adjacent to the surface water that cannot be disturbed except for those specific activities that
are allowed by the Neuse River Riparian Buffer Rules. Zone 2 comprises a 20 -foot wide area
adjacent to Zone i that is to be left undisturbed except for those specific activities allowed by the
Buffer Rules. Grading and re -vegetating Zone 2 is allowed provided that the condition of Zone 1
is not compromised.
Simmons Branch is mapped on the county soil survey and the USGS topographic map and is
subject to the Neuse River Basin Buffer Rules, In addition, four other drainage features are
depicted on the county soil survey flowing into Simmons Branch (Figure 2). It is in ESI's
professional opinion that these drainage features are not jurisdictional streams within the project
site and should not be subject to the buffer rules. However, DWQ should review these features
to determine whether they are subject to the buffer rules.
The jurisdictional delineation should be approved by the USACE prior to impacting any
jurisdictional areas. Unavoidable impacts to Section 404 jurisdictional areas will require Section
404 and Section 401 permitting. Approval from the DWQ is required prior to impacting buffers
along streams that are subject to the Neuse River Riparian Buffer Rules. ESI will request
USACE and DWQ concurrence pending consultation with Dewberry & Davis, Inc. Should
PA

ENVIRONMENTAL SERVICES, INC.
permitting be necessary, the project site should be assessed for potential impacts to cultural
resources pursuant to Section 404 and Section 106 regulations. Thank you for allowing EST to
provide services to Dewberry & Davis, Inc. If you have any questions or comments, or need any
additional information, please feel free to contact me at [phone].
Sincerely,
ENVIRONMENTAL SERVICES, INC.
Lauren Cobb
Senior Scientist
Attached: Project Location Figure, Soils Map Figure, Jurisdictional Areas Figure, Line Sequence List

ENVIRONMENTAL SERVICES, INC.
Line Sequences
SYA 1-6
SYA 1 A -6A
SYA 6, 6A, 7, 7A, S, SA = culverts
SYB 1-16
SYB IA -16A
SYB 1, 1A, 6, 6A, 7, 7A = culverts
SYB 9, 9A, 10, 1 OA = culverts
SYA 1-6 and SYB 1-16 = north side of Simmons Branch
SYA IA -6A and SYB 1A -16A = south side of Simmons Branch
4

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y • ,° Drive Project
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—Project Limits 'ti • \1 ,:'; `J, � ! =��-�_ ` _� ,�
116
0 1000 2000 ,� ! `:: ♦ s —
Feet �, ...
1 Inch equals 2,000 feet.
Source'. USGS Digital Raster Graphics, Ly
Raleigh West quadrangle, 1999,
i mer, Information represented on this map was
derived from secondary data sources and is to be used for - •' L I ��
general planning purposes only No warranties or fi r Ih • I'
representations of accuracy are expressed or implied- 4i6; VV 11 '•� 11 •� f
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Project Limits
NRCS Soil Boundary
Soil Mapping Units
Hydric Soils
Cm Chewacla soils
Nan -hydric Soils
CeD Cecil sandy loam, 10-15% slopes
CeF Cecil sandy loam, 15-45% slopes
a soo
1000
Feet
Source: NRCS Soil Survey of
Wake County, 1970.
Disclaimec Information represented on IN. map was
derived from secondary data sources end is fa 6e used far
general punning purposes only No warranties or
representations of accuracy ere expressed or implied.
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Soil Mapping Units
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Cm Chewacla soils
Nan -hydric Soils
CeD Cecil sandy loam, 10-15% slopes
CeF Cecil sandy loam, 15-45% slopes
a soo
1000
Feet
Source: NRCS Soil Survey of
Wake County, 1970.
Disclaimec Information represented on IN. map was
derived from secondary data sources end is fa 6e used far
general punning purposes only No warranties or
representations of accuracy ere expressed or implied.
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ENVIRONMENTAL Project Soils Map Project: ER06002
SERVICES, INC.
524 5NeW Nope Road Swift Drive and Pineview Drive Date: Jun 2006
.
Rh,NorthCarolina 276tD
f9,,u72',2_,z60 Culvert Replacementslacements DrwnlChkd: AJSiLC
9922-70?Fa
Raleigh, Wake County, North Carolina
www environmentalserncesinc, co+n Figure: 2
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ENVIRONMENTAL Project Soils Map Project: ER06002
SERVICES, INC.
524 5NeW Nope Road Swift Drive and Pineview Drive Date: Jun 2006
.
Rh,NorthCarolina 276tD
f9,,u72',2_,z60 Culvert Replacementslacements DrwnlChkd: AJSiLC
9922-70?Fa
Raleigh, Wake County, North Carolina
www environmentalserncesinc, co+n Figure: 2
rojeds1200610621seils.Wr:O612O1D6; 4:34 PM

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-- Project Limits
Jurisdictional Stream` C,.
Neuse 50' Buffer4.
*Location and extent is approximate.
o zao ago- �. t • � w • � � '�: r
Feet 14b;
1 inch equals 400 feet
Source USGS 1998 Color Infrared Images,
Raleigh West Quadrangle,ILA
Disclaimer: Information represented on this map was
derived f- secondary data sources antl is [o be used for
general rr
planning purposes only No waanties or
representations of accuracy are expressed or implied.
0: SESQOCGM21juris.dwg, 6/ MOW 1:2a= PM

Dewberry