20061144 Ver 7_401 Application_20091209

ARCADIS
Infrastructure, environment, buildings
Transmittal Letter
To:
Lia Myott Gilleski
NCDWQ
401 Oversight/Express Review Permitting
Unit
2321 Crabtree Blvd
Raleigh, NC 27604
From:
Ms. Linda Diebolt
LX.p ID to - I % 6J 1J V 7
Copies:
File
Date:
December 30, 2009
ARCADIS
801 Corporate Center Drive
Suite 300
Raleigh
North Carolina 27607
Tel [phone]
Fax [phone]
ARCADIS G&M of North Carolina, Inc.
NC Engineering License # C-1869
NC Surveying License # C-1869
PAI 0/2
Subject: ARCADIS Project No.: UZI
DWQ EXP# 06-1144v6 DENR-WATR
Express Review Riparian Buffer Authorization tIANDSANpSTt`Ri1 i lagq gRANC?l
We are sending you:
® Attached ? Under Separate Cover Via the Following Items:
? Shop Drawings ? Plans ? Specifications ? Change Order
? Prints ? Samples ? Copy of Letter ? Reports
? Other:
Copies Date Drawing No. Rev. Description Action*
5 16Dec
09 PCN for Express Review (DWQ EXP# 06-1144v6) FA
1 Full size plans AS
4 11 x 17 plans AS
1 PCN Checklist AS

Action*
? A Approved ? CR Correct and Resubmit ? Resubmit Copies
? AN Approved As Noted ? F File ? Return Copies
® AS As Requested ® FA For Approval ? Review and Comment
? Other:
Mailing Method
? U.S. Postal Service 151 Class ® Courier/Hand Delivery ? FedEx Priority Overnight ? FedEx 2-Day Delivery
? Certified/Registered Mail ? United Parcel Service (UPS) ? FedEx Standard Overnight ? FedEx Economy
? Other:
Comments: Attached is the Pre-Construction Notification form and site plans for Express Review of the Dempsey E
Benton WTP Water Transmission Mains - 16" Water Lines project. Please call or email me if you need additional
information or further clarification of the information provided. Thank you.
Page:
g kw V05008.2000 sleigh tmnsmssion meinslgamer 16in water meins%ng\rnils*n aoica6onlhans_gille* 1230_09.doc 1 / 1
Version 1.4
January 9, 2009
401 Oversight/Express Permitting PCN Submittal Checklist
® The application fee (Checks may be made out to "N.C. Division of Water Quality"
- $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)
® Five (5) complete and collated copies of the PCN Application and supporting
documentation (instead of providing 5 copies of the full size plans you may provide two
copies of full size plans along with three 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 BMP(s) sized for both on-site and
off-site drainage;
c. BMP supplements for each proposed BMP and Required Items Check List
(http://h2o.enr.state.nc.us/su/bmp forms.htm) 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 along with site plans and PCN form:
1) Three (3) copies of the details for on-site diffuse flow provisions, (refer to
http://h2o.enr.state. nc. us/su/bmp_forms. htm).
® DWQ Stream Determination Forms for streams on property and DWQ 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 recent version of the 1:24,000 USGS Topographic Map - Please cleanly draw or
delineate the site boundaries on the topographic map.
® The most recent version of the bound and published County NRCS 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 soil survey and/or soil survey map sheets can be obtained from the local NRCS
County Office (http://www.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.
® 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 roads, culverts, and other pertinent features
• North arrow and the scale (1":50' 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) - lots must be
developable without further impacts to jurisdictional 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.
? Drainage Plans - Final drainage plans must include the following:
• 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 DWQ 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 cross sectional
details showing the provisions for aquatic life passage (burial of culvert 20% for culverts <_ 48
inches, and 1-foot for culverts > 48 inches).
Version 1.4
January 9, 2009
Wetland Impacts:
? 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 collars must be provided.
? Roadway or other crossings of riparian wetlands may require floodway culverts to
maintain existing hydrological conditions.
? Plans 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 outlet 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
Hydraulic Design, prepared by A. L. Hankins, Jr., State Hydraulics Engineer -
1999.
? 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.
EX? 010-11414V7
o f W ATF9
o? QG Office Use Only:
Corps action ID no.
ti
o DWQ project no.
Form Version 1.3 Dec 10 2008
Pre-Construction Notification PCN Form
A. Applicant Information
1. Processing
1 a. Type(s) of approval sought from the
Corps:
? Section 404 Permit El Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: or General Permit (GP) number:
1 c. Has the NWP or GP number been verified by the Corps? ? Yes ? No
1d. Type(s) of approval sought from the DWQ (check all that apply):
? 401 Water Quality Certification - Regular ? Non-404 Jurisdictional General Permit
? 401 Water Quality Certification - Express ® Riparian Buffer Authorization
1 e. Is this notification solely for the record
because written approval is not required? For the record only for DWQ 401
Certification:
? Yes ? No For the record only for Corps Permit:

? Yes ? No
1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu
fee program. ® Yes ? No
1 g. 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: City of Raleigh, Dempsey E. Benton WTP Water Transmission Main - 16" Water Lines
2b. County: Wake
2c. Nearest municipality / town: Raleigh
2d. Subdivision name: n/a
2e. NCDOT only, T.I.P. or state
project no:
n/a ?? u U
3. Owner Information 0 2009
3a. Name(s) on Recorded Deed: City of Raleigh
IA'[Ty
3b. Deed Book and Page No. n/a Ur
00if6R tfN's
3c. Responsible Party (for LLC if
applicable): City of Raleigh
3d. Street address: P.O. Box 590
3e. City, state, zip: Raleigh, NC 27602
3f. Telephone no.: unknown
3g. Fax no.: unknown
3h. Email address: unknown
Page 1 of 12
PCN Form - Version 1.3 December 10, 2008 Version

4. Applicant Information (if different from owner)
4a. Applicant is: ? Agent ® Other, specify: Municipality
4b. Name: Perry Allen, Director of Public Utilities
4c. Business name
(if applicable): Cityof Raleigh
4d. Street address: One Exchange Plaza, Suite 620
4e. City, state, zip: Raleigh, NC 27602
4f. Telephone no.: 919.857.4540
4g. Fax no.: 919.857.4545
4h. Email address: [e-mail]
5. Agent/Consultant Information (if applicable)
5a. Name: Keven Duerr
5b. Business name
(if applicable): ARCADIS G&M of NC, Inc.
5c. Street address: 801 Corporate Center Drive, Suite 300
5d. City, state, zip: Raleigh, NC 27607
5e. Telephone no.: 919.854.1282
5f. Fax no.. 919.854.5448
5g. Email address: [e-mail]
Page 2 of 12
PCN Form - Version 1.3 December 10, 2008 Version
B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): n/a
Latitude: 35.700190 Longitude: -
1b. Site coordinates (in decimal degrees): 78.592973
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size: 8.9 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to Mahlers Creek
proposed project:
2b. Water Quality Classification of nearest receiving water: C NSW
2c. River basin: Neuse
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The site is located adjacent to an existing roadway. Throughout most of the project area, the project corridor consists of
an undeveloped, wooded area among residential properties and commercial facilities or existing roadways.
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:
0 - no streams are located within the project easements
3d. Explain the purpose of the proposed project:
Installation of a water transmission main.
3e. Describe the overall project in detail, including the type of equipment to be used:
The Dempsey E. Benton WTP water transmission main project consists of installation of a 16-inch waterline within the
Town of Garner to reinforce the capacity of the existing distribution system. The waterline will mainly be installed within
easements adjacent to roadways, including NC Highway 50, New Rand Road, and Garner Road. The water transmisison
main will be installed by excavating a trench, installing the waterline, filling the trench in, returning the area to original
grade, and reseeding and strawing the disturbed areas. Equipment to be used includes excavators and bulldozers. All
construction activities will be performed using Best Management Practices and the projects' approved Sedimentation and
Erosion Control Plan will be adhered to.
No stream crossings will be performed as part of this project. With the exception of an unnamed tributary (UT) to Mahlers
Creek, no Neuse River buffer impacts will occur. At the UT to Mahlers Creek stream
the Neuse River buffer in the west
,
quadrant of the intersection of US Highway 70 and the UT to Mahlers Creek cannot be avoided due to existing
development and roadways in the area.
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?
®Yes ? No ? Unknown
Comments: NCDWQ Stream Determination; Dec 9, 2009
4b. If the Corps made the jurisdictional determination, what type
f
? Preliminary ? Final
o
determination was made?
4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: ARCADIS
Name (if known): Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
Field visit on Dec 9, 2009; letter attached.
Page 3 of 12
PCN Form - Version 1.3 December 10, 2008 Version
S. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past? ? Yes ® No ? 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 4 of 12
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
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) or (if known) DWQ - non-404, other) (acres)
Temporary T
W1 ? P ? T ? Yes ? 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 ? PEI T ? Yes ? Corps
? No ? DWQ
2g. Total wetland impacts
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a. 3b. 3c. 3d. 3e. 3f. 3g.
Stream impact Type of impact Stream name Perennial Type of jurisdiction Average Impact
number - or
(PER)
(Corps - 404, 10
stream
length
Permanent (P) or intermittent DWQ - non-404, width (linear
Temporary (T) (INT)? other) (feet) feet)
S1 ? P ? T ? PER ? Corps
? INT ? DWQ
S2 ? P ? T ? PER ? Corps
? INT ? DWQ
S3 ? P ? T ? PER ? Corps
? INT ? DWQ
S4 ? P ? T ? PER ? Corps
? INT ? DWQ
S5 ? P ? T ? PER ? Corps
? INT ? DWQ
S6 ? P ? T ? PER ? Corps
? INT ? DWQ
3h. Total stream and tributary impacts
3i. Comments:
Page 5 of 12
PCN Form - Version 1.3 December 10, 2008 Version
4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a.
Open water
impact number
- Permanent
(P) or
Temporary T 4b.
Name of waterbody
(if applicable) 4c.

Type of impact 4d.

Waterbody type 4e.

Area of impact (acres)
01 ?P?T
02 ?P?T
03 ?P?T
04 ?P?T
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If and or lake construction proposed, then com fete the chart below.
5a.

Pond ID 5b.

Proposed use or purpose of 5c.
Wetland Impacts (acres) 5d.
Stream Impacts (feet) 5e.
Upland
(acres)
number pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
5f. Total
5g. Comments:
5h. Is a dam high hazard permit required?
? Yes ? No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
Page 6 of 12
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 an impacts require mitigation, then you MUST fill out Section D of this form.
6a.
® Neuse ? Tar-Pamlico ? Other:
Project is in which protected basin? ? Catawba ? Randleman
6b. 6c. 6d. 6e. 6f. 6g.
Buffer impact
number - Reason for Buffer Zone 1 impact Zone 2 impact
Permanent (P) impact Stream name mitigation (square feet) (square feet)
or Temporary required?
T
Construction
activities

61 ? P ®T associated
with UT to
Mahlers Creek ® Yes
El No
1470
4841
trenched
installation
B2 ? P ? T ? Yes
? No
B3 ?P?T ?Yes
? No
6h. Total buffer impacts 1470 4841
6i. Comments: A 201-foot length of Zone 1, ranging from 4 to sixteen feet wide, (1470 square feet) and a 256-foot long section
of Zone 2, ranging from fifteen to thirty feet wide, (4841 square feet) of the Neuse River buffer is proposed to be impacted
during land clearing activities associated with the installation of a water transmission main. The intrusion into the protected
riparian buffer along the UT to Mahlers Creek is being performed using trenched installation techniques, and the area will be
returned to original grade and elevation upon completion of the installation. Upon completion of the construction activities, the
buffer area impacted by construction activities will be seeded and strawed. The maintained corridor within the aforementioned
impacted Neuse River buffer at the UT to Mahlers Creek will be 10 feet or less.
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 water transmission main route was designed to be within existing maintained roadway easements where feasible. If
jurisdictional areas were present within a portion of the easement, the water transmission main was designed to be installed
within the portion of the easement in which the jurisdictional areas were not present if possible. For example, if a stream
crossed the water line corridor and was culverted in a portion of the easement and not culverted in the other portion of the
easement, the water line was designed to be installed in the portion of the easement in which the stream was culverted;
thereby, avoiding impacts to jurisdictional areas. No stream crossings were designed to be performed. Alternative alignments
to avoid impacts to the stream buffers associated with the UT to Mahlers Creek were assessed and determined to not be
feasible from an engineering standpoint, due to site topography, and due to existing structures associated with an adjacent
business.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Best management practices, and sedimentation and erosion control methods will be used during all construction activities. No
equipment refueling or maintenance activities will occur adjacent to jurisdictional areas. Impacts to jurisdictional areas during
construction will be minimized to the extent that is reasonably feasible. All temporary impacts to jurisdictional areas during
construction activities will be returned to their original configuration and stabilized and/or seeded in a timely manner.
Page 7 of 12
PCN Form - Version 1.3 December 10, 2008 Version
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State? ? Yes ® No
2b. If yes, mitigation is required by (check all that apply): ? DWQ ? Corps

2c.
If yes, which mitigation option will be used for this project? ? Mitigation bank
? Payment to in-lieu fee program
? Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter) Type 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 Pl an
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 8 of 12
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.
6c. 6d. 6e.
Zone Reason for impact Total impact Multiplier Required mitigation
(square feet) (square feet)
Zone 1 Installation of water
transmission main 1470 3 (2 for Catawba) 4410
Zone 2 1.5
6f. Total buffer mitigation required: 4,410
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).
Mitigation has been secured through EarthMark Mitigation Services at the Forrest Creek Riparian Buffer Mitigation Bank.
The Riparian Buffer Mitigation Credit Reservation Confirmation Letter - Statement of Availability is attached.
6h. Comments: The above referenced letter/statement of availability shows that credits have been secured for 11,672
credits/units; however, only 4,410 credits/units are required for this project. The Certificate of Transfer and Official Credit
Ledger that will be provided by EarthMark Mitigation Services will reflect the 4,410 credits/units required for this project.
Page 9 of 12
PCN Form - Version 1.3 December 10, 2008 Version
E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1 a. Does the project include or is it adjacent to protected riparian buffers identified ® Yes ? No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
? Yes No
Comments: The proposed project will not provide impervious surfaces.
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: The project will be subsurface, and no
impervious surfaces will be generated relative to the proposed project. The project is a Low Density project.
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
? Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan? ? DWQ Stormwater Program
? DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project?
? Phase II
? NSW
3b. Which of the following locally-implemented Stormwater management programs ? USMP
apply (check all that apply): ? 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
? HQW
4a. Which of the following state-implemented stormwater management programs apply ? ORW
(check all that apply): ? Session Law 2006-246
? Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
? Yes ? No
attached?
5. DWQ 401 Unit Stormwater Review
5a . Does the Stormwater Management Plan meet the appropriate requirements? ? Yes ? No
5b. Have all of the 401 Unit submittal requirements been met? ? Yes ? No
Page 10 of 12
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 OWQ policy. If you answered "no," provide a short narrative description.
The proposed project is not anticipated to result in significant additional development, which could impact downstream
water quality. The project area is currently experiencing modest growth and the project area is forecasted to continue
experiencing growth. The proposed water line will not induce significant growth within the service area but will assist the
City in providing potable water services to current and future residences and business.
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.
No wastewater will be generated in association with this project.
Page 11 of 12
PCN Form - Version 1.3 December 10, 2008 Version
L 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?
® 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?
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat? ? Yes ® No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
Review of Essential Fish Habitat designations was performed via NC CGIA data.
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?
Review was performed of listed historical and archeology sites at the State Historic Preservation Office.
8. Flood Zone Designation tCorps Requirement)
8a. Will this project occur in.a FEMA-designated 100-.year floodplain? ® Yes ? No
8b. If yes, explain how project meets FEMA requirements: Upon completion of the installation of the water line, the project
corridor will be returned to its previous grade; therefore, no decrease in floodplain capacity will occur from the proposed
project.
Sc. What source(s) did you use to make the floodplain determination? 2008 FEMA mapping
16 December
Perry Allen 2009
Applicant/Agents Printed Name Ap nt/Agent's Signature
(Agent's signature is val ly N an authorization letter from the applicant Date
is provided.)
Page 12 of 12
PCN Form - Version 1.3 December 10, 2008 Version
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CAROLINA SHFIJ NUMBER 78
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NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Colleen H. Sullins Dee Freeman
Governor Director Secretary
December 9, 2009
DWQ EXP# 06-1144v6
Mr. Perry Allen, P.E.
City of Raleigh
One Exchange Plaza, Suite 620
Raleigh, NC 27602
Wake County
Subject Property: Dempsey E. Benton Water Transmission Main (NC 70, near New Rand Rd)
On-Site Determination for Applicability to the Neuse Riparian Area Protection Rules (15A NCAC 2B
.0233) - EXPRESS REVIEW PROGRAM
Dear Mr. Allen:
On December 9, 2009, at the request from Ms. Linda Diebolt of ARCADIS, Lia Myott Gilleski conducted
an on-site determination to review one stream feature located on the site for applicability to the Neuse
Buffer Rules (15A NCAC 26.0233). The feature is labeled as "A" on the attached maps initialed by Lia
M. Gilleski on December 9, 2009. The Division of Water Quality (DWQ) has determined that the
following:
Feature "A" is subject to the Neuse Buffer Rule on the property. The feature is an intermittent
stream.
This on-site determination shall expire five (5) years from the date of this letter. Landowners or affected
parties that dispute a determination made by the DWQ that a surface water exists and that it is subject to
the buffer rule may request a determination by the Director. A request for a determination by the Director
shall be referred to the Director in writing c/o Cyndi Karoly, DWQ 401 Oversight/Express Review
Permitting Unit, 2321 Crabtree Blvd., Raleigh, NC 27604-2260. You must act within 60 days of the date
that you receive this letter. Applicants are hereby notified that the 60-day statutory appeal time does not
start until the affected party (including downstream and adjacent landowners) is notified of this decision.
This determination is final and binding unless you ask for a hearing within 60 days.
This letter only addresses the applicability to the buffer rules and does not approve any activity within the
buffers. Nor does this letter approve any activity within Waters of the United States or Waters of the
State. If you have any questions, please contact Lia Myott Gilleski at 919.733.9502.
401 Oversight/Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
Location: 2321 Crabtree Blvd., Raleigh, North Carolina 27604
Phone: [phone] FAX: [phone]
Internet: http://h2o.enr.state.nc.uslncwetiands/
Sincerely,
(IJ _t'? , A--;-
V -0
?Coleen H. Sullins
No thCarolina
?irtt?r?t!!?
An Equal Opportumty'%Affirmative Action Employer
City of Raleigh
Page 2 of 2
December 9, 2009
CHSlcbk/Img
Attachments: Wake County Soil Survey Map
USGS Topographic Map
cc: Lauren Witherspoon, DWQ Raleigh Regional Office
File Copy

Riparian Buffer Mitigation Credit Reservation Confirmation Letter-Statement of Availability
'December 15th, 2009
NC Division of Water Quality U.S. Army Corps of Engineers
401 Oversight/Express Permitting Unit CESAW-RG-R
1650 Mail Service Center Raleigh Regulatory Field Office
Raleigh, NC 27699-1650 3331 Heritage Trade Center, Suite 105, Wake Forest, NC 27587
Re Project: City of Raleigh. Dempsey E. Benton WTP Water Transmission Main -16" Water Lines
Permit ID #: DWQ EXP# 06-1144v6
This document confirms that the City of Raleigh, North Carolina has entered into an agreement to reserve and
contractually commit to the purchase of 11.672 Riparian Buffer Mitigation Credits/Unites from the Forrest
Creek Riparian Buffer Mitigation Bank under a separate agreement.
The Forrest Creek Riparian Buffer Mitigation Bank attests to the fact that 11,672 Riparian Buffer Mitigation
Credits/Unites are available for immediate transfer from its Official Bank Credit Ledger at the time of this
document and as of this date places 11.672 credits/units into "no-sale"- reservation status under the name of
the project on this document.
11.672 credits/units will remain in reservation status until State 401 permits are issued to the applicant and
payment in full is received, according to separate agreement, from the applicant resulting in the issuance of a
Transfer Certificate by the bank acknowledging that the applicant has fully secured credits from the bank and
the banker has accepted full responsibility for the mitigation obligation requiring the credits/units.
The Banker will issue the Certificate of Transfer, within ten (10) days of receipt of the balance of the Purchase
Price. Banker shall provide to Applicant the Transfer Certificate debiting credits from the Bank Official Credit
Ledger showing the permit number and the resource type secured by the applicant, and will send a copy of
the Transfer Certificate with an updated Official Credit Ledger to regulatory agencies showing the proper
documentation.
If any questions need to be answered, please contact me at 704-782-4140 or 239-872-1678
Best Regards
Matthew R. Fisher
Regional V.P. Director of Business Development
EarthMark Mitigation Services, LLC.
1960 Derita Road, Concord, NC 28027
12800 University Dr. Suite 400 Ft. Myers Florida, 33907 ph 239.415.6200 fx 239.415.6298
1960 Derita Road, Concord, NC 28027 ph 704.782.4133 fx 704.782.4148
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