20090053 Ver 1_401 Application_20090109

SINCE
FROEHLING & ROBERTSON, INC.
ENGINEERING • ENVIRONMENTAL • GEOTECHNICAL
310 HUBERT STREET, RALEIGH, NC 276031 USA
® T 919.828.3441 1 F 919.582.0304
1881
09-0053
To: NC Division of Water Quality (NC-DWQ)
1628 Mail Service Center
Raleigh, NC 27699-1628
Attn: Ms. Amy Chapman
We are sending you Attached
The following items:
?Engineering Reports ? Prints
?Test Reports ? Samples
9 .?
Jolt? ., aj,;FA1 : C!i JALI lY
YYEiLANDSANDS'iCRt,;N1aTE BROJICLI
Date: January 13 2009
F&R No.: H66-5307
Reference: Swift Creek PCN
? Under separate cover via
? Copy of Letter ?X Plans
PreConstruction
? Contract FX-1 Other: Notification (PCN)
COPIES DATE NO. DESCRIPTION
1 1-13-2009 Complete PCN Package Including Fee and Supporting Documentation
1 1-13-2009 Plats on CD ROM TIFF Format for Bev
1 1-13-2009 EA on CD ROM
1 12-18-2008 Check for 570$

Remarks:
Distribution
CC: Mr. James Shern
US Army Corps of Engineers
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Signed
Form No. 1027
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Office Use Only:
Corps action ID no.
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 E] Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 12 or General Permit (GP) number:
1 c. Has the NWP or GP number been verified by the Corps? ® Yes ? No
1 d. Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification - Regular ? Non-404 Jurisdictional General Permit
? 401 Water Quality Certification - Express ® Riparian Buffer Authorization
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
1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ? Yes ® No
2. Project Information
2a. Name of project: Swift Creek Sewer Line
2b. County: Wake
2c. Nearest municipality / town: Garner
2d. Subdivision name: Indian Creek Overlook
2e. NCDOT only, T.I.P. or state
project no:
3. Owner Information
3a. Name(s) on Recorded Deed: Multiple Properties; see attachments
3b. Deed Book and Page No.
3c. Responsible Party (for LLC if
applicable):
3d. Street address:
3e. City, state, zip:
3f. Telephone no.:
3g. Fax no.:
3h. Email address:
Page 1 of 13
PCN Form - Version 1.3 December 10, 2008 Version
4. Applicant Information (if different from owner)
4a. Applicant is: ? Agent ® Other, specify: Municipal Easement
4b. Name: Ron Horton
4c. Business name
(if applicable): City of Raleigh
4d. Street address: One Exchange Plaza Suite 620
4e. City, state, zip: Raleigh, NC 27601
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: Thomas Colson
5b. Business name
(if applicable): Froehling & Robertson, Inc
5c. Street address: 310 Hubert St
5d. City, state, zip: Raleigh North Carolina 27603
5e. Telephone no.: 919 630 2569
5f. Fax no.: 919 828 5751
5g. Email address: ttcolson(U-jandr.com
Page 2 of 13
B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): See attached list
1 b. Site coordinates (in decimal degrees): Latitude: 35.651687 IN Longitude: - -78.614345 °W
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size: 27.5 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
proposed project: Neal Branch [030402, 27-43-10, C, NSW]
2b. Water Quality Classification of nearest receiving water: Swift Creek [030402, 27-43-(8), C, NSW
2c. River basin: Neuse 030202
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:
From East to West, land use in the vicinity of the project is medium intensity residential, light commercial, and forested.
Conditions within the construction easement on site are predominantly forested, with one open field area. The condition of
wetlands, streams, and/or open waters within or adjacent to the project site, as identified by F&R and verified by DWQ,
are described in Attachment 1. Wetlands within the project site include herbaceous and/or forested areas, and roadside
swales. Streams within the project site include Swift Creek and numerous unnamed tributaries of Swift Creek. Open water
features include beaver pond complexes within Swift Creek.
3b. List the total estimated acreage of all existing wetlands on the property:
0.1 ac
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
80 ft
3d. Explain the purpose of the proposed project:
The purpose of this project is to decommission the Indian Creek Overlook WWTP (NPDES Permit # NO0060771 WWTP)
and remove the effluent currently being discharged into Swift Creek by collecting the influent flow and pumping the
wastewater to the City's existing Arbor Greene Pump Station located along NC 50. This project is being implemented as
part of the conditions approved in the City of Raleigh's Lake Benson Water Treatment Plant Environmental Assessment
(EA). The project will eliminate effluent currently being discharged into Swift Creek and significantly reduce the possibility
for untreated wastewater to enter Swift Creek due to spills and overflows from the WWTP. The project will improve
municipal wastewater services for existing residential and commercial properties and reduce system operation and
maintenance costs.
3e. Describe the overall project in detail, including the type of equipment to be used:
All activities will be performed in accordance with Best Management Practices and the NC Sediment and Erosion Control
Planning and Design Manual. Typical trenching, earth moving, and lifting equipment (i.e., backhoe, trackhoe, crane, etc.)
will be used for the installation of the utility line
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
? Yes No ? Unknown
project (including all prior phases) in the past?
Comments:
4b. If the Corps made the jurisdictional determination, what type
? Preliminary ? Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company:
Name (if known): Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
Page 3 of 13
PCN Form - Version 1.3 December 10, 2008 Version
B. Project Information and Prior Project History
5. Project History
5a. Have permits or certifications been requested or obtained for ? Yes ® No ? Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
Neither the City of Raleigh, the Town of Garner, nor the USACE are aware of jurisdictional determinations and/or permits
that have been requested and/or obtained for this project.
6. Future Project Plans
6a. Is this a phased project? ? Yes ® No
6b. If yes, explain.
Future permit requests are not anticipated for this project. The purpose of this project is to decommission the Indian
Creek Overlook WWTP (NPDES Permit # NC0060771 WWTP) and remove the effluent currently being discharged into
Swift Creek as part of the conditions approved in the City of Raleigh's Lake Benson Water Treatment Plant Environmental
Assessment (EA). However, the City of Raleigh is reserving a wider easement though the uplands for the possibility of
placement of a second line within the wider easement potentially sometime in the future. The second line would only be
proposed, if needed, sometime in the future due to existing and/or anticipated growth in the service area at that time. If it
is determined that a second line is needed due to existing demand and/or anticipated growth in the future the second line
would be proposed to meet those needs and would be permitted separately at that time as opposed to the need for this
project to take the Indian Creek Overlook WWTP off line and be permitted now. Therefore, the future line, (if needed)
would have a separate purpose and need as well as independent utility from this project as neither one would be
dependent on the other being built, they would only share the same easement through uplands, therefore, future permits
requests for this project are not anticipated. A second line has not been planned at the time of permit submittal. As the
purpose of this project is to take the Indian Creek Overlook WWTP offline and transmit the existing flow to an existing
pump station there are no plans to add additional lines to this project, therefore, no additional permit actions are
anticipated nor have any plans been developed or engineered in association with the construction of a second line and
associated temporary and permanent easements. If additional infrastructure is proposed and designed within this service
area causing additional impacts a separate permit action will be initiated.
Page 4 of 13
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
WD ? P ®T Mechanized PF01 ® Yes
? No ® Corps
® DWQ 0.00191
WF ? P ®T Mechanized PF01 ® Yes
? No ® Corps
® DWQ 0.03953
W3 ? P ? T ? Yes ? Corps
? No ? DWQ
W4 ? P ? T ? Yes ? Corps
? No ? DWQ
W5 ? P ? T ? Yes ? Corps
? No ? DWQ
W6 ? P ? T ? Yes ? Corps
? No ? DWQ
2g. Total wetland impacts 0.041
2h. Comments: 2 temporary separate and complete impacts to wetlands consisting of excavation and fill to locate the force
main.
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 - PER or
(Corps - 404, 10
stream
length
Permanent (P) or intermittent DWQ - non-404, width (linear
Temporary (T) (INT)? other) (feet) feet)
SG ? P ® T Excavating Stream G ® PER
? INT ® Corps
® DWQ 7 40
SA ? P ®T Excavating Stream A ® PER
? INT ® Corps
® DWQ 14 40
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 0.022 ac
3i. Comments: 2 perennial stream temporary crossings. Stream crossing shown immediately east of NC 50 (Swift Creek) is
proposed as excavation ONLY to depth of culvert conveying Swift Creek; no impacts to Swift Creek at this location are
proposed.
Page 5 of 13
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 individual) 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 complete the chart below.
5a.

Pond ID 5b.

Proposed use or purpose 5c.
Wetland Impacts (acres) 5d.
Stream Impacts (feet) 5e.
Upland
(acres)
number of 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 13
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 Buffer Zone 1 impact Zone 2 impact
Permanent (P) or for Stream name mitigation (square feet) (square feet)
Temporary T impact required?
B1 ®P ? T Cle
arin G El Ye
s 2517 2537
g ® No
B2 ®P ? T Cle
arin A El Ye
s 2498 1663
g ® No
B3 ®P ? T Cle
arin Swift Creek ®
s 6055
g No
B3 ® P ? T Ex na
vat Swift Creek ® Nos 1084 836
g
6h. Total buffer impacts 6099 16220
6i. Comments: 2 permanent impacts to perennial stream buffers (Zones 1 & 2, each less than 40 If); 3 permanent impacts to
a contiguous open water buffer (Zone 2 only); 3 permanent impacts to a contiguous stream buffer (Swift Creek, Zone 2 only).
One rounded-end cap buffer incursion at entrance to Swift Creek culvert under NC 50.
Page 7 of 13
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Avoidance and minimization of indirect and cumulative impacts was a primary concern recognized throughout project
planning, resulting in development and consideration of numerous alignments.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Specific measures incorporated to minimize impacts in the proposed design include 1) near-perpendicular crossings of
channels where avoidance was not practical (e.g., directional drilling cost prohibitive, use of previously impacted existing
easement not possible; installation of sewer line above or below existing culverts not practical); 2) stabilization of
excavated areas with stone or rip-rap and geotextile fabric; 3) compliance with conditions of WQC #3699; and 4)
appropriate best management practices.
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: 0 linear feet
4c. If using stream mitigation, stream temperature: ? warm ? cool ?cold
4d. Buffer mitigation requested (DWQ only): 0 square feet
4e. Riparian wetland mitigation requested: 0.108 acres
4f. Non-riparian wetland mitigation requested: 0 acres
4g. Coastal (tidal) wetland mitigation requested: 0 acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 8 of 13
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 Allowable with Approval 5015 3 (2 for Catawba) 0
Zone 2 Allowable with Approval 15384 1.5 0
6f. Total buffer mitigation required: 0
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).
No buffer mitigation is required. Impacts to Swift Creek Buffer are other than perpendicular within less than 150 linear feet
of Zone 2. Two separate crossings of separate streams are maintenance corridors of 10 feet in width and less than 150
linear feet.
6h. Comments: Impacts to streams are independent and none total 150 ft; thus buffer impacts are allowable with written
approval.
Page 9 of 13
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.
Comments: Introduction of additional impervious surfaces are not anticipated for the ? Yes ® No
project as proposed.
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: Introduction of additional impervious
surfaces are not anticipated for the project as proposed.
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, na rrative 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
3b. Which of the following locally-implemented stormwater management programs ? NSW
? 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

4a.
Which of the following state-implemented stormwater management programs apply ? HQW
? ORW
(check all that apply): ? Session Law 2006-246
? Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached? ? Yes ? No
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements? ? Yes ? No
5b. Have all of the 401 Unit submittal requirements been met? ? Yes ? No
Page 10 of 13
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)?
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 2B .0200)?
2b. Is this an after-the-fact permit application? ? Yes ® No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in ? Yes ® No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
The purpose of this project is to decommission the Indian Creek Overlook WWTP (NPDES Permit # N00060771WWTP)
and remove the effluent currently being discharged into Swift Creek by collecting the existing influent flow and pumping
the wastewater to the City's existing Arbor Greene Pump Station located along NC 50. Neither the City of Raleigh, the
Town of Garner, nor the USACE are aware of jurisdictional determinations and/or permits that have been requested
and/or obtained for this project. This project is designed to meet current needs to take the Indian Creek Overlook WWTP
off line and handle the existing flows. Neither the City of Raleigh nor the Town of Garner are aware of requests for new
users to hook up to this force main. This project is not designed to handle new flows and is therefore not likely to result in
additional development, which could impact nearby downstream water quality.
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.
The purpose of this project is to decommission the Indian Creek Overlook WWTP (NPDES Permit # N00060771 WWTP)
and remove the effluent currently being discharged into Swift Creek by collecting the influent flow and pumping the
wastewater to the City's existing Arbor Greene Pump Station located along NC 50. Wastewater carried by the proposed
force main would be treated in a local wastewater treatment facility according to state and local regulations prior to being
discharged into the Neuse River.
Page 11 of 13
PCN Form -Version 1.3 December 10, 2008 Version
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or ? Yes ® No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act ® Yes ? No
impacts?

5c. If yes, indicate the USFWS Field Office you have contacted.
Raleigh
®
? Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
Federal T&E Review is being completed by David Rabon USFWS.
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?
F&R reviewed SAFMC GIS data which indicated that no habitats of particular concern occur within or near the project
area.
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation ? Yes ® No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
F&R visited the North Carolina State Historic Preservation Office (SHPO) on December 16 2008. Based on F&R's review
of 7.5 - Minute USGS Topographic Quadrangle Map "Garner NC" 1993 and the supporting literature available at the NC
SHPO office, the project site qand adjacent properties are not currently listed on the National Register of Historic Places
(NR) nor determined eligible for listing (DOE) on the National Register of Historic Places. Furthermore, the project site is
not on the Study List for the National Register (SL) nor does the project site have a Local Designation (LD)
F&R also visited with Ms. Susan Myers of the OSA on December 16 2008. Ms. Myers and F&R reviewed the
archeological information that has been mapped on and near the project site. Based on Ms. Myers' and F&R's review of
the 7.5 - Minute USGS Topographic Quadrangle Map "Garner NC" 1993 and the supporting literature available at the
OSA, archaeological sites are not mapped on or near the project site.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain? ® Yes ? No
8b. If yes, explain how project meets FEMA requirements: No structures or fill within floodway.
8c. What source(s) did you use to make the floodplain determination? FEMA DFIRM Map #"s 3720161800J, 3720161800J,
3720162900J, 3720162800J Effective May 2, 2006 (Attached GIS Map)

Thomas P. Colson, F&R l
lG
1/13/2009

Applicant/Agent's Printed Name Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant
is rovided.
Page 12 of 13
NC DEPARTMENT OF COMMERCE ENVIRONMENTAL REVIEW AT THE COMMUNITY LEVEL
FORM FOR STATE HISTORIC PRESERVATION OFFICE REVIEW
Please Print or Type Date Submitted 12/16/08
PROJECT INFORMATION c [?fl
Name: Swift Creek County: Wake USGS Quad: Garner. NC 1993 1 1
Description: Extension of sanitary sewer along SR-50 and Swift Creek Acreage: Unknown, see site map
OWNER/APPLICANT INFORMATION 15-
Name: Chris Windley
Mailing Address: McKim & Creed
200 MacKenan Ct.
Cary. NC 27511
Telephone Number: 919.233.8091 Fax Number: 919.233.8031
E-mail Address: [e-mail] U(A
AGENT/CONSULTANT INFORMATION
Company/ Name: Christopher Burkhardt
Mailing Address: Froehling and Robertson, Inc.
310 Hubert Street
Raleigh, North Carolina 27603
Telephone Number: 919.828.3441 Fax Number: 919.582.0304
E-mail Address: cburkhardt(&fandr.com
ARCHITECTURAL RESOURCES
1. Are there any buildings or structures on the project site? (Include abandoned barns, farmhouses, tobacco sheds,
bridges, etc.)
2. If yes, submit one set of photographs of any structures which appear to have been built before World War II
(Polaroid-type snapshots are okay). Photos should show the front and one side of structure and area behind
structure.
ARCHAEOLOGICAL RESOURCES
1. Present and previous land uses of the project area.
2. What kind of site preparation, if any, has taken place on the project site?
3. Have any artifacts (arrowheads, pottery, etc.) been found on the site?
4. Are any marked or unmarked cemeteries located on the project site?
5. Has the area been surveyed by an archaeologist? If yes, give the name of the archaeologist and the date of the
survey, if known.
NORTH CAROLINA STATE HISTORIC PRESERVATION OFFICE
We have no comment on the project as proposed.
Additional information is needed to complete our review.
An archaeological survey is recommended.
Signed: Date:
Renee Gledhill-Earley, Environmental Review Coordinator
SITE LOCATION MAP North
-ct Client: McKim and Creed
FROEHLING & ROBERTSON, INC. Pro'ect: Swift Creek Sanitary Sewer Extension
GEOTECHNICAL • ENVIRONMENTAL • MATERIALS Location: Wake Count North Carolina
ENGINEERING • LABORATORIES &R Pro'ec No: H66-5307E
.. "Over one hundred years of service" 7.5 Tooo Quad.... am r NC" 1993
A roximate Scale: 1:24 000 Fi ur 1
1?av? C Nth `7 1988 - 91 Ndrw?NU Pt,,sa °K StaPo ??a?s ?t,2 Sao eu s?tc ANb VI«N ' r
'IZllul0a
THREATENED & ENDANGERED SPECIES REVIEW
PURPOSE:
Proposed Swift Creek Sanitary Sewer Extension Date Submitted 12/16/08
PROJECT INFORMATION
Name: Swift Creek County: Wake USGS Quad: Garner, NC 1993
Description: Extension of sanitary sewer along SR-50 and Swift Creek Acreage: Unknown, see site map
OWNER/APPLICANT INFORMATION
Name: Chris Windlev - McKim & Creed
Mailing Address: 200 MacKenan Ct.
Cary, NC 27511
Telephone Number:919.233.8091 _Fax Number: 919.233.8031
E-mail Address:[e-mail]
AGENT/CONSULTANT INFORMATION
Company / Name Froehling & Robertson, Inc. - Christopher Burkhardt
Mailing Address: 310 Hubert Street
Raleigh, NC 27603
Telephone Number: 919.828.3441 Fax Number: 919.582.0304
E-mail Address: [e-mail]
Based on a description of the project, a search of the 7.5 - Minute USGS Topographic Quadrangle Map
covering the project site and the supporting literature available in the NCDENR - Division of Parks & Recreation
Natural Heritage Program Workroom, (which includes both Federal and State designations), the proposed project
is not likely to adversely affect federally or state listed threatened and endangered species or their designated
critical habitats. However, this does not assure that federally or state listed threatened and endangered species
are not located on the project site. If suitable habitat for these species occurs in the project area, then the species
may be present at the site and a survey should be conducted. Consultation must be reconsidered if; this action is
subsequently modified in a manner that was not considered in this review; or a new species is listed or critical
habitat is determined that may be affected by the proposed project.
Sufficient information to complete the review process has not been provided. Please submit the
following information, or reasoning why this information cannot be provided at this time:
V The proposed project appears to have the potential to adversely affect federally or state listed
threatened and endangered species or their designated critical habitats. Additional consultation and / or
assessment, including contacting the regional U.S. Fish and Wildlife Service Office responsible for the proposed
projects area is required.
Recommendations:
71e ss.wo. l i,l 1°+ is rS?.y? " -1--
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US f?5?d LlilQ(VC ;3xnV1QC- C1 LAvI? ICAla aye_ 111 OJ?-45ZO'A
I
North Carolina Department of Environment and Natural Resources
- Natural Heritage Program
Signed: "`_7 Date: --C- 191, 2'0 OY
NHP Staff
Significant Natural Heritage Area Report
Name Swift Creek (Wake/Johnston) Aquatic Habitat
IDENTIFIERS
19 December 2008
Site ID 781
Site Alias
Macro Site Name
Mega Site Name
Site Relations
Owner Abbr. Owner
PW NC PUBLIC WATERS
LOCATORS
Owner Comments
County Johnston (NC)
Wake (NC)
Latitude 353455N
Quad Powhatan
Edmondson
Garner
Longitude 0783029W
Watershed Upper Neuse
Directions This portion of Swift Creek is located in the Neuse River Basin of Johnston and Wake counties. The significant portion of the
aquatic habitat includes the reach below Lake Benson Dam in Wake County to the confluence with Middle Creek in Johnston
County. Also includes portion of White Oak Creek from the confluence with Swift Creek upstream to Austin Pond.
SITE DESCRIPTION
Minimum Elevation: Feet Meters Survey P
Maximum Elevation: Feet Meters
Site Description
Key Enviro Factors
Climate Description
Land Use History
Cultural Features
Additional Topics
This aquatic habitat is contained entirely in the Piedmont Province. The rare species located in the creek include:
dwarf wedge mussel, yellow lance, Atlantic pigtoe, green floater, triangle floater, Roanoke slabshell, squawfoot,
eastern lampmussel, notched rainbow, Neuse River waterdog, and Carolina madtom.-
NW->SE
SITE DESIGN
VECTOR
Site Mapped
Designer
Boundary Justification
Primary and Secondary Area
Site Comments
Ground Survey Date 1998
Significance National
Site Significance Comments
Biodivsig rating
Biodivsig Comments
Other Values
Other Values Comments
Mapped Date
226.93 Acres Primary Area 242.45 Acres
Aerial Survey Date
SITE SIGNIFICANCE
Endangered animal species; high quality aquatic ecosystem.
B 1 - Outstanding
Significant Natural Heritage Area Report
Name Swift Creek (Wake/Johnston) Aquatic Habitat
Protection Urgency
Protection Urgency Comments
Management Urgency
Management Urgency Comments
REAL ESTATE/PROTECTION
19 December 2008
Conservation Intentions High Quality Waters designation
Number of Tracts
Designation
Protection Comments No protection status
MANAGEMENT
Land Use Comments
Natural Hazard Comments
Exotics Comments
Offsite
Information Needs
Management Needs
Managed Area Relations
ELEMENT OCCURRENCES
Scientific Name Common Name G Rank S Rank EO Rank EO ID
Alasmidonta heterodon Dwarf Wedgemussel G1G2 S1 BC 13799
Alasmidonta undulata Triangle Floater G4 S2 E 8700
Elliptio lanceolata Yellow Lance G2G3 S1 BC 21894
Elliptio lanceolata Yellow Lance G2G3 Sl BC 21890
Elliptio roanokensis Roanoke Slabshell G3 Sl E 6291
Elliptic, roanokensis Roanoke Slabshell G3 S l E 26000
Fusconaia masoni Atlantic Pigtoe G2 s l AB 11695
Lasmigona subviridis Green Floater G3 S1 X? 15369
Strophitus undulatus Creeper G5 S2 E 6567
Strophitus undulatus Creeper G5 S2 E 14759
Villosa constricta Notched Rainbow G3 S3 E 5097
REFERENCES
Reference Code Full Citation
U93SMIOINCUS Smith, I.K., H.E. LeGrand, S.P. Hall, Z.E. Murrell, C.W. Nordman, and M.P. Schafale. 1993.
Regional inventory for critical natural areas, wetland ecosystems, and endangered species habitats,
of the Albemarle-Pamlico Estuarine region: Phase 3. NC Natural Heritage Program, Div. of Parks
and Recreation, Dept. of Environment, Health, and Natural Resources, Raleigh, NC.
U92ALDOINCUS Alderman, J.M. 1992. Station locations by species for proposed critical habitats. NC Wildlife
Resources Report. Nongame and Endangered Wildlife Program, NC Wildlife Resources
Commission, Division of Wildlife Management, Raleigh, NC.
U9IALDOINCUS Alderman, J.M. 1991. North Carolina Status Surveys for Fusconaia masoni, Elliptic, lanceolata, and
Toxolasma pullus. Nongame Project Report to U.S. Fish and Wildlife Service. Nongame and
Endangered Wildlife Program, NC Wildlife Resources Commission, Division of Wildlife
Management, Raleigh, NC.
VERSION
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NC NHP Quad Search
NC NHP Quad Search Results
http: // 149.168.1.196/nhp/quad. php
Returned Elements: 9 using: GARNER
[Animal Assemblage 1] [Invertebrate Animal 6] [Vascular Plant 1] [Vertebrate Animal 1]

State
Federal
State
Global -
Map
Major Group Scientific Name Common Name Status Status Rank Rank Quad Status Habitat
Animal Colonial Wading Bird None None None S3 GNR Garner-Current Link
Assemblage Colony
Invertebrate Alasmidonta heterodon Dwarf Wedgemussel E E S1 G1G2 Garner-Current Link
Animal
Invertebrate Alasmidonta undulata Triangle Floater T None S2 G4 Garner-Current Link
Animal
Invertebrate Elliptio lanceolata Yellow Lance E FSC S1 G2G3 Garner-Current Link
Animal
Invertebrate Fusconaia masoni Atlantic Pigtoe E FSC S1 G2 Garner-Current Link
Animal
Invertebrate Lampsilis radiata Eastern Lampmussel None None S1S2 G5 Garner-Current Link
Animal
Invertebrate Strophitus undulatus Creeper T None S2 G5 Garner-Current Link
Animal
Vascular Rhus michauxii Michawes Sumac E-SC E S2 G2G3 Garner-Current Link
Plant
Vertebrate Lanius ludovicianus Loggerhead Shrike SC None S36,S3N G4 Garner-Current Link
Animal
NC NHP database updated on: Sunday, May 4th, 2008.
Search performed on Friday, 19 December 2008 @ 09: 02:02 EST
Explanation of Codes
1 of 1 12/19/2008 9:04 AM
SINCE
FROEHLING & ROBERTSON, INC
GEOTECHNICAL ? ENVIRONMENTAL • MATERIALS
ENGINEERS • LABORATORIES
"OVER ONE HUNDRED YEARS OF SERVICE"
310 Hubert Street
1881 Raleigh, North Carolina 27603
Telephone: [phone] Fax: [phone]
October 2, 2006
US Army Corps of Engineers
Wilmington District - Raleigh Regulatory Field Office
6508 Falls of the Neuse Road, Suite 120
Raleigh, North Carolina 27615
Subject: US Army Corps of Engineers
Agent Authorization Letter
Proposed Beaver Dam Creek Sewer Line
F&R Project Number G66-5399E
Raleigh, Wake County, North Carolina
The undersigned hereby authorizes Froehling & Robertson, Inc. (F&R) to proceed on behalf of the
current property owner(s) as the agent for wetland consulting and permitting issues pertaining to
the above referenced project site. This agent authorization letter supersedes any previous agent
authorizations. From this day forward; please contact F&R for wetland related issues associated
with this project and prior to site visits.
Sincerely,
FROEHLING & ROBERTSON, INC.
Christopher J. Burkhardt
Project Manager
Si attire. Signature:

Printed Printed
Name: ????, ?Rau?l1 Name:
PD
Address: ?`??? Address:

Phone No,: (q/q) 5-:'7- 115 z1 Phone No.: ( )
HEADQUARTERS: 3015 DUMBARTON ROAD • BOX 27524 • RICHMOND, VA 23261-7524
TELEPHONE [phone] • FAX [phone] • %vww.FandR,wm
BRANCHES: ASHEVILLE, NC • BALTIMORE, MD • CHARLOTTE, NC • CHESAPEAKE, VA
CROZET. VA • FAYETTEVILLE, NC • FREDERICKSBURG, VA
GREENVILLE, SC 0 HICKORY, NC • RALEIGH, NC . ROANOKE, VA . STERLING, VA
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PIN NUM
1619628136
1619614801
1619418561
1619715223
1619703846
1619705580
1619701651
REID MAP N,
0220652 161904
0071576 161904
0008427 161903
0177327 161904
0168220 161904
0168047 161904
0177351 161904
OWNER
INDIAN CREEK OVERLOOK OWNERS ASSOC
BANNISTER & GLOVER PROPERTIES LLC
STONY CREEK INC
INDIAN CREEK OVERLOOK OWNERS ASSOC
INDIAN CREEK OVERLOOK OWNERS ASSOC
INDIAN CREEK OVERLOOK OWNERS ASSOC
INDIAN CREEK OVERLOOK OWNERS ASSOC
ADDR1
1113 INDIAN CREEK TRL
1113 INDIAN CREEK TRL
1027 HWY 70 WEST STE 106
5413 FAYETTEVILLE RD
5413 FAYETTEVILLE RD
1113 INDIAN CREEK TRL
5413 FAYETTEVILLE RD
ADDR2
GARNER NC 27529-9334
GARNER NC 27529-9334
GARNER NC 27529
RALEIGH NC 27603-4135
RALEIGH NC 27603-4135
GARNER NC 27529-9334
RALEIGH NC 27603-4135
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
Alan W. Klimek, P.E., Director
Mr. Allen L. Glover
Indian Creek Homeowners Association
1113 Indian Creek Trail
Garner, North Carolina 27529
July 31, 2003
09-0053
Subject: Issuance of NPDES Permit NCO060771
Indian Creek Overlook \XnX/TP
Wake Count),
Dear Mr. Glover:
Division personnel have reviewed and approved your application for renewal of the subject permit. Accordingly, we are
forwarding the attached NPDES discharge permit. This permit is issued pursuant to the requirements of North Carolina General
Statute 143-215.1 and the Memorandum of Agreement between North Carolina and the U.S. Environmental Protection Agency
dated May 9, 1994 (or as subsequently amended).
This final permit includes no significant changes from the draft permit previously sent to you.
The North Carolina Wildlife Resources Commission has informed its that there are numerous records in Swift Creek for the
presence of the state's endangered dt:nrf wedge mussel species. Chlorine is acutely toxic to aquatic organisms and forms secondary
compounds that are also detrimental to aquatic life. To reduce impacts of chlorine to fish and wildlife resources, the Division
strongly urges you to explore installation of ultraviolet disinfection at this facility. For additional reliability, the \XWTP should
have a stand-by power system.
If any parts, measurement frequencies or sampling requirements contained in this permit are unacceptable to you, you have tlhe
right to an adjudicatory hearing upon written request within thirry (30) days following receipt of this letter. This request must be
in the form of a written petition, conforming to Chapter 150B of the North Carolina General Statutes, and filed with the Office
of Administrative Hearings (6714 Mail Service Center, Raleigh, North Carolina 27699-6714). Unless such demand is made, this
decision shall be final and binding.
Please note that this permit is not transferable except after notice to the Division. The Division may require modification or
revocation and reissuance of the permit. This permit does not affect the legal requirements to obtain other permits which may be
required by the Division of Water Quality or permits required by the Division of Land Resources, the Coastal Area Management
Act or any other Federal or Local governmental permit that may be required. If you have any questions concerning this permit,
please contact Christie Jackson at telephone number [phone], extension 538.
Sincerely,
/? A!,y~/
l'h t11an W. Klimek, P.R.
cc: Central Files
Raleigh Regional Office/\\rater Quality Section
NPDES Unit
\XJake Count\
NC W&Ilife Resources Commission
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] FAX[phone]
An Equal Opportunity Affirmative Action Employer VISIT US ON THE INTERNET @ htlp:llh2o.enr.slate.nc,us/NPDES
r
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Permit N00060771
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
PERMIT
TO DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful
standards and regulations promulgated and adopted by the North Carolina Environmental
Management Commission, and the Federal Water Pollution Control Act, as amended, the
Indian Creek Homeowners Association
is hereby authorized to discharge wastewater from a facility located at the
Indian Creek Overlook WWTP
NC Highway 50
Garner
Wake County
to receiving waters designated as Swift Creek in the Neuse River Basin in
accordance with effluent limitations, monitoring requirements, and other conditions
set forth in Parts I, II, 1I1 and IV hereof.
This permit shall become effective September 1, 2003.
This permit and authorization to discharge shall expire at midnight on February 29, 2008.
Signed this day July 31, 2003.
Alan W. Klimek, P. E.. Director
Division of Water quality
By Authority of the Environmental Management Commission
Permit NCO060771
SUPPLEMENT TO PERMIT COVER SHEET
All prCVious \PDES Permits issued to this facilin•, whether for operation or discharge are hereby revoked. As of
this permit issuance, any previouslV issued permit bearing this number is no longer effective. Therefore, the
excik]siVe authority to operate and discharge from this facility arises under the permit conditions, requirements,
terms, and provisions included herein.
The Indian Creek Homeowners Association is hereby authorized to:
1. Continue to operate an existing 0.064 MGD wastewater treatment facility with
the following components:
? Dual bar screens
? Equalization basins
? Aeration tanks
Secondary clarifiers
? Aerated sludge holding tanks
? Tertiary filters
? Chlorine contact tanks
? Tablet dechlorinator
? Cascade aerators
This facility is located near Garner at the Indian Creek Overlook WWTP off NC
Highway 50 in Wake County.
2. After receiving an Authorization to Construct from the Division, construct and
operate a wastewater treatment system at the Indian Creek Overlook WWTP with
an ultimate capacity of 0.112 MGD.
3. Discharge from said treatment works at the location specified on the attached
map into Swift Creek, classified C-NSW waters in the Neuse River Basin.
i?

Facility Information
Latitude: 5 ;8'47° Sub-Basin: 03-01-02
Longitude: 78"36' 12"
Quad 0: E24NE
Stream Class: C-NS%Y
Receiving Stream S%kiI't Creek

Facility
Location
Bulian Cr?•ak IIDA • Indiuu Crock Orerhxok ?N w,rP
No- r+ AeCCO771
1 ??;?k CoumY
Permit NCO06077I
A. (1) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS (0.064 MGD)
During the period beginning on the effective date of this permit and lasting until expansion above 0.064 MGD,
the Permittee is authorized to discharge from outfall 001. Such discharges shall be limited and monitored by
the Permittee as specified below:
EFFLUENT
CHARACTERISTICS LIMITS MONITORING REQUIREMENTS
Monthly
Average Daily
Maximum Measurement
Frequency Sample Type Sample Locations
Flow 0.064 MGD Continuous Recording Influent or Effluent
Total Monthly Flow Monitor & Report Monthly Calculated Influent or Effluent
BOD, 5-day (202C)
(April 1 -October 31 5.0 mg/L 7.5 mg/L Weekly Composite Effluent
BOD, 5-day (202C)
November 1 - March 31) 10.0 mg/L 15.0 mg/L Weekly Composite Effluent
Total Suspended Solids 30.0 m L 45.0 m IL Weekly Composite Effluent
NH3 as N
(April 1 - October 31) 2.0 mg/L 10.0 mg/L Weekly Composite Effluent
NHS as N
(November 1 - March 31) 4.0 mg/L 20.0 mg/L Weekly Composite Effluent
Dissolved Oxygen2 Weekly Grab Effluent,
Upstream & Downstream
Fecal Coliform
(geometric mean) 200 / 100 mi 400 / 100 ml Weekly Grab Effluent
Total Residual Chlorine 28,u /L 2/Week Grab Effluent
Temperature °C Dail Grab Effluent
Temperature °C) Weekly Grab Upstream & Downstream
TKN (m /L) Monitor & Report Weekly Composite Effluent
N02-N + N03-N m /L) Monitor & Report Weekly Composite Effluent
TN m L)3 Monitor & Report 2/Month Composite Effluent
TN Loada Monitor & Report (ib/mo)
Monitor & Report (lb! r) Monthly
Annually Calculated
Calculated Effluent
Effluent
Total Phosphorus5 2/Month Composite Effluent
Hs Weekly Grab Effluent
Footnotes:
I. Upstream = at least 100 feet upstream from the outfall. Downstream = approximately 1 mile downstream
from the outfall.
2. The daily average dissolved oxygen effluent concentration shall not be less than 5.0 mg/L.
3- For a given wastewater sample, TN = TKN + N02-N + N03-N, where TN is Total Nitrogen and TKN is Total
Kjeldahl Nitrogen.
4. TN Load is the mass load of Total Nitrogen discharged in a given period of time. See A. (3), Calculation of TN
Loads. The annual TN Load limit shall become effective with the calendar year beginning on January 1.
2003. Compliance with this limit shall be determined in accordance with A. (4) of this permit, Compliance
with Annual Limits for Total Nitrogen.
5. The quarterly average for total phosphorus shall be the average of composite samples collected during each
calendar quarter (January-March. April-June, July-September. October-December).
6. The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units.
'T'here shall be no discharge of floating solids or visible foam in other than trace amounts.

}III; ? ? ;' '' '
.}f ?.lf,.?.t
Permit N00060771
A. (2) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS (0,112 MGD)
During the period beginning after expansion above 0.064 MGD and lasting until expiration. the Permittee is
authorized to discharge from outfall 001. Such discharges shall be limited and monitored by the Permittee as
specified below:
EFFLUENT
CHARACTERISTICS LIMITS MONITORING REQUIREMENTS
Monthly
Average Daily
Maximum Measurement
Frequency Sample Type Sample Locations
Flow -
0.112 MGD Continuous Recording Influent or Effluent
Total Monthly Flow Monitor & Report Months Calculated Influent or Effluent
BOD, 5-day (209C)
(April f - October 31) 5.0 mg/L 7.5 mg/L Weekly Composite Effluent
BOD, 5-day (209C)
November 1 - March 31 10.0 mg/L 15.0 mg/L Weekly Composite Effluent
Total Suspended Solids 30.0 m L 45.0 m L Weeks Composite Effluent
NH3 as N
(April 1 - October 31) 2.0 mg/L 10.0 mg/L Weekly Composite Effluent
NH3 as N
(November 1 - March 31) 4.0 mg/L 20.0 mg1L Weekly Composite Effluent
Dissolved Oxygen2 Weekly Grab Effluent,
Upstream & Downstream
Fecal Coliform
(geometric mean 200/ 100 ml 4001100 ml Weekly Grab Effluent
Total Residual Chlorine 281a L 2/Week Grab Effluent
Temperature °C) Dail Grab Effluent
Temperature (°C) Weeks Grab Upstream & Downstream
TKN (m L Monitor & Report Weeks Composite Effluent
N02-N + N03-N (m /L) Monitor & Report Weeks Composite Effluent
TN (m lL 3 Monitor & Report Weekly Composite Effluent
TN Load' Monitor & Report (lb/mo)
Monitor & Report Ib/ r Monthly
Annuals Calculated
Calculated Effluent
Effluent
Total Phos horus5 2/Month Composite Effluent
Hs Weekly Grab Effluent
Footnotes:
1. Upstream = at least 100 feet upstream from the outfall. Downstream = approximately 1 mile downstream
from the outfall.
2. The daily average dissolved oxygen effluent concentration shall not be less than 5.0 mg/L.
3. For a given wastewater sample. TN = TKN + N02-N + N03-N, where TN is Total Nitrogen and TKN is Total
Kjeldahl Nitrogen.
4. TN Load is the mass load of Total Nitrogen discharged in a given period of time. See A. (3). Calculation of TN
Loads. The annual TN Load limit shall become effective with the calendar year beginning on January 1,
2003. Compliance with this limit shall be determined in accordance with A. (4) of this permit. Compliance
with Annual Limits for Total Nitrogen.
5. The quarterly average for total phosphorus shall be the average of composite samples collected dining each
calendar quarter (January-March. April-June. July-September, October-December).
6. The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units.
There shall be no discharge of floating solids or visible foam in other than Lrace amounts.
Permit N00060771
A. (3) CALCULATION OF TOTAL NITROGEN LOADS
The Permittee shall calculate monthly and annual "fN Loads as follows:
(1) Monthly TN Load (lb/mo) = TN x TMF x 8.34
where:
TN= the average Total Nitrogen concentration (mg/L) of the composite sampies
collected during the month
TNIF = the Total Monthly Flow of wastewater discharged during the month (JIG/mo)
8.34 = conversion factor, from (mg/L x TAG) to pounds
(2) Annual TN Load (lb/yr) = Sum of the 12 Monthly TN Loads for the calendar year
2. The Permittee shall report monthly Total Nitrogen results (mg/L and lb/mo) in the discharge monitoring
report for that month and shall report each t'ear's annual results (Ib/yr) in the December report for that }'ear.
A. (4) ANNUAL LIMITS FOR TOTAL NITROGEN
(a) TN limits for NPDES dischargers in the Neuse River basin are as prescribed in the basin's Nutrient Jlanagement
Strategy rule for wastewater treatment facilities, T13A NCAC 2B.0234.
(b) The Permittee's TN discharge is governed by this Permit unless the Permittee is a member and co-perniatee of an
approved compliance association, in which case its "I'N discharge is governed by the association's group NPDES permit
and the limits therein.
,(c) TN limits for ivPDES dischargers in the Neuse River basin are annual, calendar-year limits. All such limits in effect on
January 1 of a given year remain in effect for the entire calendar year. Changes in Tai limits become effective on {anuary
1 of the year following permit modification and remain in effect for the full year. Similarly, changes in membership in a
compliance association become effective on January I of the year following the change and remain in effect for the full
year.
(d) For any given calendar year, the Permittee shall be in compliance with the annual IN Load limit in this Permit if:
(1) the Permittee's annual TN Load is less than or equal to said limit, or
(2) the Permittee is a Member of a compliance association and a Co-Permittee to the association's group NPDES
permit.
(e) The Permittee's effective TN limit (if any) may change due to changes in its T\ allocation or membership chanties in a
compliance association.
(1) The Permittee maw notify the Division and request a modification of this Permit to incorporate allowable changes
in its TN Load limit. Allowable changes include those resulting from purchase of TN allocation from the
NVetlands Restoration Fund; purchase, sale, trade, or lease of allocation between the Permittee and other
dischargers; regionalization; and other transactions approved by the Division.
(2) If the Permittee intends to join or leave a compliance association, the Division must be notified of the proposed
change.
(3) Upon receipt of timely and proper notification, the Division will modify the affected permit(s) as necessary to
incorporate the allowable changes in TN limits or to reflect the change in membership.
a. The Division must receive notification no later than August 31 for changes proposed for the following
calendar year.
b. Norification shall be sent to:
NC DENR / DWQ / NPDES Unit
Attn: Neuse River Basin Coordinator
1617 \Ltil Service Center
Raleigh, NC 27,699-1617
(f) For the purpose of permit compliance, an association's Co-Permittee \lembers in a calendar year (and dlc Perniittec's
membership status) shall be as defined in its group NPDES Permit. The roster and the members" 1-N :dlocarrinn< will be
updated annually anti in accordance with ;tatc and federal program requirements.
(,) I'he "[1 tnunitnring and reporting requirements in this Permit remain in effect until expiration of this Permit ;tad are not
attcczcd by the Permittcc's nxmltrtshiE>?n k!?mllliancc association.
lit
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PART II
STANDARD CONDITIONS FOR NPDES PERMITS
Section A. Definitions
2 /Month
Samples are collected twice per month with at least ten calendar days between sampling events.
3 Week
Samples are collected three times per week on three separate calendar days.
Act or "the Act"
The Federal Water Pollution Control Act, also known as the Clean Water Act, as amended, 33 USC 1251, et. seq.
Annual Average
The arithmetic mean of all "daily discharges" of a pollutant measured during the calendar year. In the case of fecal
coliform, the geometric mean of such discharges.
Arithmetic Mean
The summation of the individual values divided by the number of individual values.
B as
The known diversion of waste streams from any portion of a treatment facility including the collection system, which
is not a designed or established or operating mode for the facility.
Calendar Day
The period from midnight of one day until midnight of the next day. However, for purposes of this permit, any
consecutive 24-hour period that reasonably represents the calendar day may be used for sampling.
Calendar Quarter
One of the following distinct periods: January through March, April through June, July through September, and
October through December.
Composite Samale
A sample collected over a 24-hour period by continuous sampling or combining grab samples of at least 100 ml in
such a manner as to result in a total sample representative of the wastewater discharge during the sample period. The
Director may designate the most appropriate method (specific number and size of aliquots necessary, the time
interval between grab samples, etc.) on a case-by-case basis. Samples may be collected manually or automatically.
Composite samples may be obtained by the following methods:
(1) Continuous: a single, continuous sample collected over a 24-hour period proportional to the rate of flow.
(2) Constant time/variable volume: a series of grab samples collected at equal time intervals over a 24 hour
period of discharge and combined proportional to the rate of flow measured at the time of individual sample
collection, or
(3) Variable time/constant volume: a series of grab samples of equal volume collected over a 24 hour period
with the time intervals between samples determined by a preset number of gallons passing the sampling
point. Flow measurement between sample intervals shall be determined by use of a flow recorder and
totalizer, and the preset gallon interval between sample collection fixed at no greater than 1/24 of the
expected total daily flow at the treatment system, or
(4) Constant time/constant volume: a series of grab samples of equal volume collected over a 24-hour period at
a constant time interval. This method may only be used in situations where effluent flow rates vary
less than 15 percent. The grab samples shall be taken at intervals of no greater than 20 minutes apart
during any 24-hour period and must be of equal size and of no less than 100 milliliters. Use of this method
requires prior approval by the Director.
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In accordance with (4) above, influent grab samples shall not be collected more than once per hour.
Effluent grab samples shall not be collected more than once per hour except at wastewater treatment systems
having a detention time of greater than 24 hours. In such cases, effluent grab samples may be collected at
intervals evenly spaced over the 24-hour period that are equal in number of hours to the detention time of the
system in number of days. However, the interval between effluent grab samples may not exceed six hours nor
the number of samples less than four during a 24-hour sampling period.
Continuous flow measurement
Flow monitoring that occurs without interruption throughout the operating hours of the facility. Flow shall be
monitored continually except for the infrequent times when there may be no flow or for infrequent maintenance
activities on the flow device.
Day Discharge
The discharge of a pollutant measured during a calendar day or any 24-hour period that reasonably represents the
calendar day for purposes of sampling. For pollutants measured in units of mass, the "daily discharge" is calculated as
the total mass of the pollutant discharged over the day. The "daily discharge" concentration comprises the mean
concentration for a 24-hour sampling period as either a composite sample concentration or the arithmetic mean of all
grab samples collected during that period. (40 CFR 122.3)
Daily Maximum
The highest "daily discharge" during the calendar month.
Dail y Samphbg
Parameters requiring daily sampling shall be sampled 5 out of every 7 days per week unless otherwise specified in the
permit. The Division expects that sampling shall be conducted on weekdays except where holidays or other
disruptions of normal operations prevent weekday sampling. If sampling is required for all seven days of the week
for any permit parameter(s), that requirement will be so noted on the Effluent Limitations and Monitoring Page(s).
DWQ or "the Division"
The Division of Water Quality, Department of Environment and Natural Resources.
EMC
The North Carolina Environmental Management Commission.
Facility Closure
The cessation of wastewater treatment at a permitted facility, or the cessation of all activities that require coverage
under the NPDES. Completion of facility closure will allow this permit to be rescinded.
Geometric Mean
The Nth root of the product of the individual values where N = the number of individual values. For purposes of
calculating the geometric mean, values of "0" (or "< [detection level)') shall be considered = 1.
Grab Sample
Individual samples of at least 100 in] collected over a period of time not exceeding 15 minutes. Grab samples can be
collected manually. Grab samples must be representative of the discharge (or the receiving stream, for instream
samples).
Hazardous Substance
Any substance designated under 40 CFR Part 116 pursuant to Section 311 of the Clean Water Act.
Instantaneous flow measurement
A measure of flow taken at the time of sampling, when both the sample and flow will be representative of the total
discharge.

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Monthly Average (concentration limitl
The arithmetic mean of all "daily discharges" of a pollutant measured during the calendar month. In the case of fecal
coliform, the geometric mean of such discharges.
Permit Issuing Authoritv
The Director of the Division of Water Quality.
4uarterrll y Average (concentration limit)
The average of all samples taken over a calendar quarter.
Severe property damage
Substantial physical damage to property, damage to the treatment facilities which causes them to become inoperable,
or substantial and permanent loss of natural resources which can reasonably be expected to occur in the absence of a
bypass. Severe property damage excludes economic loss caused by delays in production.
Toxic Pollutant:
Any pollutant Listed as toxic under Section 307(a)(1) of the Clean Water Act.
Upset
An incident beyond the reasonable control of the Perrnittee causing unintentional and temporary noncompliance with
permit effluent limitations and/or monitoring requirements. An upset does not include noncompliance caused by
operational error, improperly designed treatment facilities, inadequate treatment facilities, lack of preventive
maintenance, or careless or improper operation.
Weekly Average (concentration hn- lO
Tl;e arithmetic mean of all "daily discharges" of a pollutant measured during the calendar week. In the case of fecal
coliform, the geometric mean of such discharges.
Section B. General Conditions
1. Duty to Comply
The Permittee must comply with all conditions of this permit. Any permit noncompliance constitutes a violation
of the Clean Water Act and is grounds for enforcement action; for permit termination, revocation and reissuance,
or modification; or denial of a permit renewal application 140 CFR 122.41].
a. The Permittee shall comply with effluent standards or prohibitions established under section 307(a) of the
Clean Water Act for toxic pollutants and with standards for sewage sludge use or disposal established under
section 405(d) of the Clean Water Act within the time provided in the regulations that establish these
standards or prohibitions or standards for sewage sludge use or disposal, even if the permit has not yet been
modified to incorporate the requirement.
b. The Clean Water Act provides that any person who violates section 301, 302, 306, 307, 308, 318 or 405 of the
Act, or any permit condition or limitation implementing any such sections in a permit issued under section
402, or any requirement imposed in a pretreatment program approved under sections 402(a)(3) or 402(b)(8)
of the Act, is subject to a civil penalty not to exceed $25,000. per day for each violation. [40 CFR 122.41 (a)
(2)]
c. The Clean Water Act provides that any person who negli,gently violates sections 301, 302, 306, 307, 308, 318, or
405 of the Act, or any condition or limitation implementing any of such sections in a permit issued under
section 402 of the Act, or any requirement imposed in a pretreatment program approved under section
402(a)(3) or 402(b)(8) of the Act, is subject to criminal penalties of $2,500 to $25,000 per day of violation, or
imprisonment of not more than 1 year, or both. In the case of a second or subsequent conviction for a
negligent violation, a person -shall be subject to criminal penalties of not more than $50,000 per day of
violation, or by imprisonment of not more than 2 years, or both. [40 CFR 122.41 (a) (2)]
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d. Any person who knoivingly violates such sections, or such conditions or limitations is subject to criminal
penalties of $5,000 to $50,000 per day of violation, or imprisonment for not more than 3 years, or both. In
the case of a second or subsequent conviction for a knowing violation, a person shall be subject to criminal
penalties of not more than $100,000 per day of violation, or imprisonment of not more than 6 years, or both.
[40 CFR 122.41 (a) (2)]
Any person who knowingly violates section 301, 302, 303, 306, 307, 308, 318 or 405 of the Act, or any permit
condition or limitation implementing any of such sections in a permit issued under section 402 of the Act,
and who knows at that time that he thereby places another person in imminent danger of death or serious
bodily injury, shall, upon conviction, be subject to a fine of not more than $250,000 or imprisonment of not
more than 15 years, or both. In the case of a second or subsequent conviction for a knowing endangerment
violation, a person shall be subject to a fine of not more than $500,000 or by imprisonment of not more than
30 years, or both. An organization, as defined in section 309(c)(3)(B)(iit) of the CWA, shall, upon conviction
of violating the imminent danger provision, be subject to a fine of not more than $1,000,000 and can be fined
up to $2,000,000 for second or subsequent convictions. [40 CFR 122.41 (a) (2)]
E Under state law, a civil penalty of not more than $25,000 per violation may be assessed against any person
who violates or fails to act in accordance with the terms, conditions, or requirements of a permit. [North
Carolina General Statutes 4 143-215.6A]
g. Any person may be assessed an administrative penalty by the Administrator for violating section 301, 302,
306, 307, 308, 318 or 405 of this Act, or any permit condition or limitation implementing any of such
sections in a permit issued under section 402 of this Act. Administrative penalties for Class I violations are
not to exceed $10,000 per violation, with the maximum amount of any Class I penalty assessed not to exceed
$25,000. Penalties for Class II violations are not to exceed $10,000 per day for each, day during which the
violation continues, with the maximum amount of any Class 11 penalty not to exceed $125,000. [40 CFR
122.41 (a) (3)]
2. Duty to Mitigate
The Permittee shall take all reasonable steps to minimize or prevent any discharge or sludge use or disposal in
violation of this permit which has a reasonable likelihood of adversely affecting human health or the environment
[40 CFR 122.41 (d)].
3. Civil and Criminal Liability
Except as provided in permit conditions on "Bypassing" (Part 11. C. 4), "Upsets" (Part II. C. 5) and "Power
Failures" (Part II. C. 7), nothing in this permit shall be construed to relieve the Permittee from any
responsibilities, liabilities, or penalties for noncompliance pursuant to NCGS 143-215.3, 143-215.6 or Section 309
of the Federal Act, 33 USC 1319. Furthermore, the Permittee is responsible for consequential damages, such as
fish kills, even though the responsibility for effective compliance may be temporarily suspended.
4. Oil and Hazardous Substance Liability
Nothing in this permit shall be construed to preclude the institution of any legal action or relieve the Pertittee
from any responsibilities, liabilities, or penalties to which the Permittee is or may be subject to under NCGS 143-
215.75 et seq. or Section 311 of the Federal Act, 33 USG 1321. Furthermore, the Permittee is responsible for
consequential damages, such as fish kills, even though the responsibility for effective compliance may be
temporarily suspended.
5. Proper ;fights,
The issuance of this permit does not convey any property rights in either real or personal property, or any
exclusive privileges, nor does it authorize any injury to private property or any invasion of personal rights, nor
any infringement of Federal, State or local laws or regulations [40 CFR 122.41 (g)].
6. Onshore or Offshore Construction_
This permit does not authorize--`. ;appro - th, construction of any onshore or offshore physical structures or
facilities or the undertaking of any work in any navigable waters.
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7. Severability
The provisions of this permit are severable. If any provision of this permit, or the application of any provision of tl-
permit to any circumstances, is held invalid, the application of such provision to other circumstances, and the remaind
of this permit, shall not be affected thereby [NCGS 1508-23].
8. Duty to Provide Information
The Permittee shall furnish to the Permit Issuing Authority, within a reasonable time, any information which the
Permit Issuing Authority may request to determine whether cause exists for modifying, revoking and reissuing, or
terminating this permit or to determine compliance with this permit. The Permittee shall also furnish to the
Permit Issuing Authority upon request, copies of records required by this permit [40 CFR 122.41 (h)].
9. Duty to Reapply
If the Permittee wishes to continue an activity regulated by this permit after the expiration date of this permit, the
Permittee must apply for and obtain a new permit [40 CFR 122.41 (b)].
10. Expiration of Permit
The Permittee is not authorized to discharge after the expiration date. In order to receive automatic
authorization to discharge beyond the expiration date, the Permittee shall submit such information, forms, and
fees as are required by the agency authorized to issue permits no later than 180 days prior to the expiration date.
Any Permittee that has not requested renewal at least 180 days prior to expiration, or any Permittee that does not
have a permit after the expiration and has not requested renewal at least 180 days prior to expiration, will subject
the Permittee to enforcement procedures as provided in NCGS 143-215.6 and 33 USC 1251 et. seq.
11. Signatory Requirements
All applications, reports, or information submitted to the Permit Issuing Authority shall be signed and certified
[40 CFR 122.41 (k)].
a. All permit applications shall be signed as follows:
(1) For a corporation: by a responsible corporate officer. For the purpose of this Section, a responsible
corporate officer means: (a) a president, secretary, treasurer or vice president of the corporation in
charge of a principal business function, or any other person who performs similar policy or decision
making functions for the corporation, or (b) the manager of one or more manufacturing, production, or
operating facilities, provided, the manager is authorized to make management decisions which govern the
operation of the regulated facility including having the explicit or implicit duty of making major capital
investment recommendations, and initiating and directing other comprehensive measures to assure long
term environmental compliance with environmental laws and regulations; the manager can ensure that
the necessary systems are established or actions taken to gather complete and accurate information for
permit application requirements; and where authority to sign documents has been assigned or delegated
to the manager in accordance with corporate procedures .
(2) For a partnership or sole proprietorship: by a general partner or the proprietor, respectively; or
(3) For a municipality, State, Federal, or other public agency: by either a principal executive officer or
ranking elected official [40 CFR 122.22].
b. All reports required by the permit and other information requested by the Permit Issuing Authority shall be
signed by a person described in paragraph a. above or by a duly authorized representative of that person. A
person is a duly authorized representative only if
1. The authorization is made in writing by a person described above;
2. The authorization specified either an individual or a position having responsibility for the overall
operation of the regulated facility or activity, such as the position of plant manager, operator of a well or
well field, superintendent, a position of equivalent responsibility, or an individual or position having
overall responsibility for environmental matters for the company. (A duly authorized representative may
thus be either a named individual or any individual occupying a named position.); and
3. The written authorization is submitted to the Permit Issuing Authority [40 CFR 122.22]
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C. Changes to authorization: If an authorization under paragraph (b) of this section is no longer accurate
because a different individual or position has responsibility for the overall operation of the facility, a new
authorization satisfying the requirements of paragraph (b) of this section must be submitted to the Director,
prior to or together with any reports, information, or applications to be signed by an authorized
representative [40 CFR 122.22]
d. Certification. Any person signing a document under paragraphs a. or b. of this section shalt make the
following certification [40 CFR 122.22]:
"1 certify, under penalty of law, that this document and all attachments were prepared under my direction or
supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate
the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons
directly responsible for gathering the information, the information submitted is, to the best of my knowledge and
belief, true, accurate, and complete. 1 am aware that there are significant penalties for submitting false information,
including the possibility of fines and imprisonment for knowing violations."
12. Permit Actions
This permit may be modified, revoked and reissued, or terminated for cause. The filing of a request by the
Permittee for a permit modification, revocation and reissuance, or termination, or a notification of planned
changes or anticipated noncompliance does not stay any permit condition [40 CFR 122.41 (f)].
13. Permit Modification Revocation and Reissuance, or Termination
The issuance of this permit does not prohibit the permit issuing authority from reopening and modifying the
permit, revoking and reissuing the permit, or terminating the permit as allowed by the laws, rules, and regulations
contained in Tide 40, Code of Federal Regulations, Parts 122 and 123; Title 15A of the North Carolina
Administrative Code, Subchapter 2H.0100; and North Carolina General Statute 143-215.1 et. a].
14. Annual Administering and Compliance Monitoring Fee Requirements
The Perrnittee must pay the annual administering and compliance monitoring fee within thirty days after being
billed by the Division. Failure to pay the fee in a timely manner in accordance with 15A NCAC 2H.0105 (b) (4)
may cause this Division to initiate action to revoke the permit.
Section C. Operation and Maintenance of Pollution Controls
Certified Operator
Upon classification of the permitted facility by the Certification Commission, the Pernuttee shall employ a
certified water pollution control treatment system operator in responsible charge (ORC) of the water pollution
control treatment system. Such operator must hold a certification of the grade equivalent to or greater than the
classification assigned to the water pollution control treatment system by the Certification Commission. The
Permittee must also employ one or more certified Back-up ORCs who possess a currently valid certificate of the
type of the system. Back-up ORCs must possess a grade equal to (or no more than one grade less than) the grade
of the system [15A NCAC 8G.0201].
The ORC of each Class I facility must:
? Visit the facility at least weekly
? Comply with all other conditions of 15A NCAC 8G.0204.
The ORC of each Class II, III and N facility must:
? Visit the facility at least daily, excluding weekends and holidays
? Properly manage and document daily operation and maintenance of the facility
? Comply with all other conditions of 15A NCAC 8G.0204.
Once the facility is classified ,,fir shall submit a letter to the Certification Commission designating the
operator in responsible charge:
a. - Within 60 calendar days prior.to wastewater being introduced into a new system
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b. Within 120 calendar days of.
? Receiving notification of a change in the classification of the system requiring the designation of a
new ORC and back-up ORC
? A vacancy in the position of ORC or back-up ORC.
2. Proper Operation and Maintenance
The Permittee shall at all times provide the operation and maintenance resources necessary to operate the existing
facilities at optimum efficiency. The Permittee shall at all times properly operate and maintain all facilities and
systems of treatment and control (and related appurtenances) -,vMch are installed or used by the Permittee to
achieve compliance with the conditions of this permit. Proper operation and maintenance also includes adequate
laboratory controls and appropriate quality assurance procedures. This provision requires the Permittee to install
and operate backup or auxiliary facilities only when necessary to achieve compliance with the conditions of the
permit [40 CFR 122.41 (e)].
3. Need to Halt or Reduce not a Defense
It shall not be a defense for a Permittee in an enforcement action that it would have been necessary to halt or
reduce the permitted activity in order to maintain compliance with the condition of this permit [40 CFR 122.41
(01-
4. Bypassing of Treatment Facilities
a. Bypass not exceeding limitations [40 CFR 122.41 (m) (2)]
The Pernittee may allow any bypass to occur which does not cause effluent limitations to be exceeded, but
only if it also is for essential maintenance to assure efficient operation. These bypasses are not subject to the
provisions of Paragraphs b. and c. of this section.
b. Notice [40 CFR 122.41 (m) (3)]
(1) Anticipated bypass. If the Permittee knows in advance of the need for a bypass, it shall submit prior
notice, if possible at least ten days before the date of the bypass; including an evaluation of the
anticipated quality and effect of the bypass.
(2) Unanticipated bypass. The Permittee shall submit notice of an unanticipated bypass as required in Part
II. E. 6. (24-hour notice).
c. Prohibition of Bypass
(1) Bypass from the treatment facility is prohibited and the Permit Issuing Authority may take enforcement
action against a Permittee for bypass, unless:
(A) Bypass was unavoidable to prevent loss of life, personal injury or severe property damage;
(B) There were no feasible alternatives to the bypass, such as the use of auxiliary treatment facilities,
retention of untreated wastes or maintenance during normal periods of equipment downtime. This
condition is not satisfied if adequate backup equipment should have been installed in the exercise of
reasonable engineering judgment to prevent a bypass which occurred during normal periods of
equipment downtime or preventive maintenance; and
(C) The Permittee submitted notices as required under Paragraph b. of this section.
(2) Bypass from the collection system is prohibited and the Permit Issuing Authority may take enforcement
action against a Permittee for a bypass as provided in any current or future system-wide collection system
permit associated with the treatment facility.
(3) The Permit Issuing Authority may approve an anticipated bypass, after considering its adverse effects, if
the Permit Issuing Authority determines that it will meet the three conditions listed above in Paragraph c.
p) of this section.
5. Upsets
a. Effect of an upset [40 CFR 122.41 (n) (2)]: An upset constitutes an affirmative defense to an action
brought for noncompliance with such technology based permit effluent limitations if the requirements of
paragraph b. of this condition are met. No determination made during administrative review of claims that
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noncompliance was caused by upset, and before an action for noncompliance, is final administrative action
subject to judicial review.
b. Conditions necessary for a demonstration of upset: A Permittee who wishes to establish the
affirmative defense of upset shall demonstrate, through properly signed, contemporaneous operating logs, or
other relevant evidence that:
(1) An upset occurred and that the Permittee can identify the cause(s) of the upset;
(2) The Permittee facility was at the time being properly operated; and
(3) The Permittee submitted notice of the upset as required in Part II. E. 6. (b) (B) of this permit.
(4) The Permittee complied with any remedial measures required under Part II. B. 2. of this permit.
d. Burden of proof [40 CFR 122.41 (n) (4)]: The Permittee seeking to establish the occurrence of an
upset has the burden of proof in any enforcement proceeding.
6. Removed Substances
Solids, sludges, filter backwash, or other pollutants removed in the course of treatment or control of wastewaters
shall be utilized/disposed of in accordance with NCGS 143-215.1 and in a manner such as to prevent any pollutant
from such materials from entering waters of the State or navigable waters of the United States. The Permittee
shall comply with all existing Federal regulations governing the disposal of sewage sludge. Upon promulgation of
40 CFR Part 503, any permit issued by the Permit Issuing Authority for the utilization/disposal of sludge may be
reopened and modified, or revoked and reissued, to incorporate applicable requirements at 40 CFR 503. The
Permittee shall comply with applicable 40 CFR 503 Standards for the Use and Disposal of Sewage Sludge (when
promulgated) within the time provided in the regulation, even if the permit is not modified to incorporate the
requirement. The Permittee shall notify the Permit Issuing Authority of any significant change in its sludge use
or disposal practices.
7. Power Failures
The Permittee is responsible for maintaining adequate safeguards (as required by 15A NCAC 2H.0124 -
Reliability) to prevent the discharge of untreated or inadequately treated wastes during electrical power failures
either by means of alternate power sources, standby generators or retention of inadequately treated effluent.
Section D. Monitoring and Records
Representative Sampling
Samples collected and measurements taken, as required herein, shall be characteristic of the volume and nature of
the permitted discharge. Samples collected at a frequency less than daily shall be taken on a day and time that is
characteristic of the discharge over the entire period the sample represents. All samples shall be taken at the
monitoring points specified in this permit and, unless otherwise specified, before the effluent joins or is diluted
by any other wastestream, body of water, or substance. Monitoring points shall not be changed without
notification to and the approval of the Permit Issuing Authority [40 CFR 122.41 (j)).
2. Reporting
Monitoring results obtained during the previous month(s) shall be summarized for each month and reported on a
monthly Discharge Monitoring Report (DMR) Form (MR 1, 1.1, 2, 3) or alternative forms approved by the
Director, postmarked no later than the 28th day following the completed reporting period.
The first DMR is due on the last day of the month following the issuance of the permit or in the case of a new
facility, on the last day of the month following the commencement of discharge. Duplicate signed copies of
these, and all other reports required herein, shall be submitted to the following address:
NC DENR / Division of Water Quality / Water Quality Section
ATTENTION: Central Files
?r...,? .;, 17
F lyfail Service Center
E:.
Ralei` Nofth Carolina 27699-1617
AI! , •
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3. Flow Measurements
Appropriate flow measurement devices and methods consistent with accepted scientific practices shall be selected
and used to ensure the accuracy and reliability of measurements of the volume of monitored discharges. The
devices shall be installed, calibrated and maintained to ensure that the accuracy of the measurements is consistent
with the accepted capability of that type of device. Devices selected shall be capable of measuring flows with a
maximum deviation of less than 10% from the true discharge rates throughout the range of expected discharge
volumes. Flow measurement devices shall be accurately calibrated at a minimum of once per year and maintained
to ensure that the accuracy of the measurements is consistent with the accepted capability of that type of device.
The Director shall approve the flow measurement device and monitoring location prior to installation.
Once-through condenser cooling water flow monitored by pump logs, or pump hour meters as specified in Part I
of this permit and based on the manufacturer's pump curves shall not be subject to this requirement.
4. Test Procedures
Test procedures for the analysis of pollutants shall conform to the EMC regulations (published pursuant to
NCGS 143-215.63 et. seq.), the Water and Air Quality Reporting Acts, and to regulations published pursuant to
Section 304(8), 33 USC 1314, of the Federal Water Pollution Control Act (as Amended), and 40 CFR 136; or in
the case of sludge use or disposal, approved under 40 CFR 136, unless otherwise specified in 40 CFR 503, unless
other test procedures have been specified in this permit [40 CFR 122.41).
To meet the intent of the monitoring required by this permit, all test procedures must produce minimum
detection and reporting levels that are below the permit discharge requirements and all data generated must be
reported down to the minimum detection or lower reporting level of the procedure. If no approved methods are
determined capable of achieving minimum detection and reporting levels below permit discharge requirements,
then the most sensitive (method with the lowest possible detection and reporting level) approved method must
be used.
Penalties fQr Tampering
The Clean Water Act provides that any person who falsifies, tampers with, or knowingly renders inaccurate, any
monitoring device or method required to be maintained under this permit shall, upon conviction, be punished by
a fine of not more than $10,000 per violation, or by imprisonment for not more than two years per violation, or
by both. If a conviction of a person is for a violation committed after a first conviction of such person under this
paragraph, punishment is a fine of not more than $20,000 per day of violation, or by imprisonment of not more
than 4 years, or both [40 CFR 122.411.
6. Records Retention
Except for records of monitoring information required by this permit related to the Perniittee's sewage sludge
use and disposal activities, which shall be retained for a period of at least five years (or longer as required by 40
CFR 503), the Permittee shall retain records of all monitoring information, including:
? all calibration and maintenance records
? all original strip chart recordings for continuous monitoring instrumentation
? copies of all reports required by this permit
? copies of all data used to complete the application for this permit
These records or copies shall be maintained for a period of at least 3 years from the date of the sample,
measurement, report or application. This period may be extended by request of the Director at any time [40 CFR
122.411.
7. Recording Results
For each measurement or sample taken pursuant to the requirements of this permit, the Permittee shall record
the following information [40 CFR 122.41]:
a. The date, exact place, and time of sampling or measurements;
b. The individual(s) who performed the sampling or measurements;
c. The date(s) analyses were performed;
d. The individual(s) who performed the analyses;
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e. The analytical techniques or methods used; and
f. The results of such analyses.
8. Inspection and Entry
The Permittee shall allow the Director, or an authorized representative (including an authorized contractor acting
as a representative of the Director), upon the presentation of credentials and other documents as may be required
by law, to;
a. Enter upon the Permittee's premises where a regulated facility or activity is located or conducted, or where
records must be kept under the conditions of this permit;
b. Have access to and copy, at reasonable times, any records that must be kept under the conditions of this
permit;
c. Inspect at reasonable times any facilities, equipment (including monitoring and control equipment), practices,
or operations regulated or required under this permit; and
d. Sample or monitor at reasonable times, for the purposes of assuring permit compliance or as otherwise
authorized by the Clean Water Act, any substances or parameters at any location [40 CFR 122.41 (i)].
Section E Reporting Requirements
1. Change in Discharge
All discharges authorized herein shall be consistent with the terms and conditions of this permit. The discharge
of any pollutant identified in this permit more frequently than or at a level in excess of that authorized shall
constitute a violation of the permit.
2. Planned Changes
The Permittee shall give notice to the Director as soon as possible of any planned . physical alterations or
additions to the permitted facility [40 CFR 122.41 0)]. Notice is required only when:
a. The alteration or addition to a permitted facility may meet one of the criteria for new sources at 40 CFR
122.29 (b); or
b. The alteration or addition could significantly change the nature or increase the quantity of pollutants
discharged. This notification applies to pollutants subject neither to effluent limitations in the permit, not to
notification requirements under 40 CFR 122.42 (a) p).
c. The alteration or addition results in a significant change in the Permittee's sludge use or disposal practices,
and such alternation, addition or change may justify the application of permit conditions that are different
from or absent in the existing permit, including notification of additional use or disposal sites not reported
during the permit application process or not reported pursuant to an approved land application plan.
3. Anticilated Noncompliance
The Permittee shall give advance notice to the Director of any planned changes to the permitted facility or other
activities that might result in noncompliance with the permit [40 CFR 122.410) (2)].
4. Transfers
This permit is not transferable to any person except after notice to the Director. The Director may require
modification or revocation and reissuance of the permit to document the change of ownership. Any such action
may incorporate other requirements as may be necessary under the Clean Water Act [40 CFR 122.410) (3)].
5. Mgnitorintg Reports
Monitoring results shall be reported at the intervals specified elsewhere in this permit [40 CFR 122.41 p) (4)]-
a. Monitoring results must be reported on a Discharge Monitoring Report (DMR) (See Part II. D. 2) or forms
provided by the Director for reporting results of monitoring of sludge use or disposal practices.
b. If the Permittee monitors any pollutant more frequently than required by this permit, the results of such
monitoring shall be included in the calculation and reporting of the data submitted on the DMR.
all;; •a r
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6. Twenty-four Hour Reporti ng
a. The Permittee shall report to the Director or the appropriate Regional Office any noncompliance that
potentially threatens public health or the environment. Any information shall be provided orally within 24
hours from the time the Permittee became aware of the circumstances. A written submission shall also be
provided within 5 days of the time the Permittee becomes aware of the circumstances. The written
submission shall contain a description of the noncompliance, and its cause; the period of noncompliance,
including exact dates and times, and if the noncompliance has not been corrected, the anticipated time it is
expected to continue; and steps taken or planned to reduce, eliminate, and prevent reoccurrence of the
noncompliance [40 CFR 122-410) (6)].
b. The Director may waive the written report on a case-by-case basis for reports under this section if the oral
report has been received within 24 hours.
c. Occurrences outside normal business hours may also be reported to the Division's Emergency Response
personnel at [phone], [phone] or [phone].
7. Other Noncompliance
The Permittee shall report all instances of noncompliance not reported under Part II. E. 5 and 6. of this permit at
the time monitoring reports are submitted. The reports shall contain the information listed in Part II. E. 6. of
this permit [40 CFR 122.410) (7)].
8. Other Information
Where the Permittee becomes aware that it failed to submit any relevant facts in a permit application, or
submitted incorrect information in a permit application or in any report to the Director, it shall promptly submit
such facts or information [40 CFR 122.410) (8)].
9. Noncompliance Notification
The Permittee shall report by telephone to either the central office or the appropriate regional office of the
Division as soon as possible, but in no case more than 24 hours or on the next working day following the
occurrence or first knowledge of the occurrence of any of the following:
a. Any occurrence at the water pollution control facility which results in the discharge of significant amounts of
wastes which are abnormal in quantity or characteristic, such as the dumping of the contents of a sludge
digester; the known passage of a slug of hazardous substance through the facility; or any other unusual
circumstances.
b. Any process unit failure, due to known or unknown reasons, that render the facility incapable of adequate
wastewater treatment such as mechanical or electrical failures of pumps, aerators, compressors, etc.
c. Any failure of a pumping station, sewer line, or treatment facility resulting in a by-pass directly to receiving
waters without treatment of all or any portion of the influent to such station or facility.
Persons reporting such occurrences by telephone shall also file a written report within 5 days following first
knowledge of the occurrence.
10. Availability of Reports
Except for data determined to be confidential under NCGS 143-215.3 (a)(2) or Section 308 of the Federal Act, 33
USC 1318, all reports prepared in accordance with the terms shall be available for public inspection at the offices
of the Division of Water Quality. As required by the Act, effluent data shall not be considered confidential.
Knowingly making any false statement on any such report may result in the imposition of criminal penalties as
provided for in NCGS 143-215.1(b)(2) or in Section 309 of the Federal Act.
11. Penalties for Falsification of Reports
The Clean Water Act provides that any person who knowingly makes any false statement, representation, or
certification in any record or other document submitted or required to be maintained under this permit, including
monitoring reports or reports of compliance or noncompliance shall, upon conviction, be punished by a fine of
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not more than $25,000 per violation, or by imprisonment for not more than two years per violation, or by both
[40 CFR 122.41).
12. Annual Performance Reports
Permittees who own or operate facilities that collect or treat municipal or domestic waste shall provide an annual
report to the Permit Issuing Authority and to the users/customers served by the Permittee (NCGS 143-215.1 C).
The report shall summarize the performance of the collection or treatment system, as well as the extent to which
the facility was compliant with applicable Federal or State laws, regulations and rules pertaining to water quality.
The report shall be provided no later than sixty days after the end of the calendar or fiscal year, depending upon
which annual period is used for evaluation.
PART III
OTHER REQUIREMENTS
Section A. Construction
The Permittee shall not commence construction of wastewater treatment facilities, nor add to the plant's treatment
capacity, nor change the treatment process(es) utilized at the treatment plant unless the Division has issued an
Authorization to Construct (AtC) permit. Issuance of an AtC will not occur until Final Plans and Specifications for
the proposed construction have been submitted by the Permittee and approved by the Division.
Section B. Groundwater Monitoring
The Permittee shall, upon written notice from the Director of the Division of Water Quality, conduct groundwater
monitoring as may be required to determine the compliance of this NPDES permitted facility with the current
groundwater standards.
Section C. Changes in Discharges of Toxic Substances
The Permittee shall notify the Permit Issuing Authority as soon as it knows or has reason to believe (40 CFR 122.42):
That any activity has occurred or will occur which would result in the discharge, on a routine or frequent
basis, of any toxic pollutant which is not limited in the permit, if that discharge will exceed the highest of the
following "notification levels";
(1) One hundred micrograms per liter 000 µg/L);
(2) Two hundred micrograms per liter (200 µg/L) for acrolein and acrylonitrile; five hundred micrograms
per liter (500 µ%/L) for 2.4-dinitrophenol and for 2-methyl-4.6-dinitrophenol; and one milligram per liter
0 mg/L) for antimony;
(3) Five times the maximum concentration value reported for that pollutant in the permit application.
b. That any activity has occurred or will occur which would result in any discharge, on a non-routine or
infrequent basis, of a toxic pollutant which is not limited in the permit, if that discharge will exceed the
highest of the following "notification levels";
0) Five hundred micrograms per liter (500 µg/L);
(2) One milligram per liter 0 mg/L) for antimony;
(3) Ten times the maximum concentration value reported for that pollutant in the permit application.
Section D. Evaluation of Wastewater Discharge Alternatives
The Perrrittee shall evaluate all wastewater disposal alternatives and pursue the most environmentally sound
alternative of the reasonably cost effective alternatives. If the facility is in substantial non-compliance with the terms
and conditions of the NPDES permit or governing rules, regulations or laws, the Permittee shall submit a report in
such form and detail as required by the Division evaluating these alternatives and a plan of action within 60 days of
notification by the Division.
Section E. Faeili Closure Re uite nts r ?.._...._,
The Permittee must notify the Divisioi3 't'least' 0' DAPS prior to the closure of any wastewater treatment system
covered by this permit. The Division day, require specific measures during deactivation of the system to prevent
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adverse impacts to waters of the State. This permit cannot be rescinded while any activities requiring this permit
continue at the permitted facility.
PART IV
SPECIAL CONDITIONS FOR MUNCIPAL FACILITIES
Section A. Publicly Owned Treatment Works (POTWs)
All POTWs must provide adequate notice to the Director of the following:
1. Any new introduction of pollutants into the POTIiV from an indirect discharger which would be subject to
section 301 or 306 of CWA if it were directly discharging those pollutants; and
2. Any substantial change in the volume or character of pollutants being introduced by an indirect discharger
as influent to that POTW at the time of issuance of the permit.
3. For purposes of this paragraph, adequate notice shall include information on (1) the quality and quantity of
effluent introduced into the POW, and (2) any anticipated impact of the change on the quantity or quality
of effluent to be discharged from the POW.
Section B. Municipal Control of Pollutants from Industrial Users.
Effluent limitations are listed in Part I of this permit. Other pollutants attributable to inputs from
industries using the municipal system may be present in the Permittee's discharge. At such time as
sufficient information becomes available to establish limitations for such pollutants, this permit may be
revised to specify effluent limitations for any or all of such other pollutants in accordance with best
practicable technology or water quality standards.
2. Under no circumstances shall the Permittee allow introduction of the following wastes in the waste
treatment system:
a. Pollutants which create a fire or explosion hazard in the POTW, including, but not limited to,
wastestreams with a closed cup flashpoint of less than 140 degrees Fahrenheit or 60 degrees
Centigrade using the test methods specified in 40 CFR 261.21;
b. Pollutants which will cause corrosive structural damage to the POTA}V, but in no case Discharges
with pH lower than 5.0, unless the works is specifically designed to accommodate such Discharges;
C. Solid or viscous pollutants in amounts which will cause obstruction to the flow in the POW
resulting in Interference;
d. Any pollutant, including oxygen demanding pollutants (BOD, etc.) released in a Discharge at a flow
rate and/or pollutant concentration which will cause Interference with the POTW;
e. Heat in amounts which will inhibit biological activity in the POTW resulting in Interference, but in
no case heat in such quantities that the temperature at the POTW Treatment Plant exceeds 40°C
(104°F) unless the Division, upon request of the POIAV, approves alternate temperature limits;
f. Petroleum oil, nonbiodegradable cutting oil, or products of mineral oil origin in amounts that will
cause interference or pass through;
g. Pollutants which result in the presence of toxic gases, vapors, or fumes within the POW in a
quantity that may cause acute worker health and safety problems;
h. Any trucked or hauled pollutants, except at discharge points designated by the POTW.
3. With regard to the effluent requirements listed in Part I of this permit, it may be necessary for the
Permittee to supplement the requirements of the Federal Pretreatment Standards (40 CFR, Part 403) to
ensure compliance by the Permittee with all applicable effluent limitations. Such actions by the Permittee
may be necessary regarding some or all of the industries discharging to the municipal system.
4. The Permittee shall require any industrial discharges sending influent to the permitted system to meet
Federal Pretreatment Standards promulgated in response to Section 307(b) of the Act. Prior to accepting
wastewater from any significant industrial user, the Permittee shall either develop and submit to the
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Division a Pretreatment Program for approval per 15A NCAC 2H .0907(a) or modify an existing
Pretreatment Program per 15A NCAC 2H.0907(b).
This permit shall be modified, or alternatively, revoked and reissued, to incorporate or modify an approved
POnX/ Pretreatment Program or to include a compliance schedule for the development of a POW
Pretreatment Program as required under Section 402(b)(8) of the Clean Water Act and implementing
regulations or by the requirements of the approved State pretreatment program, as appropriate.
Section C. Pretreatment Programs
Under authority of sections 307(b) and (c) and 402(b)(8) of the Clean Water Act and implementing regulations 40
CFR Part 403, North Carolina General Statute 143-215.3 (14) and implementing regulations 15A NCAC 2H
.0900, and in accordance with the approved pretreatment program, all provisions and regulations contained and
referenced in the Pretreatment Program Submittal are an enforceable part of this permit.
The Pern-iittee shall operate its approved pretreatment program in accordance with Section 402(b)(8) of the Clean
Water Act, the Federal Pretreatment Regulations 40 CFR Part 403, the State Pretreatment Regulations 15A
NCAC 2H .0900, and the legal authorities, policies, procedures, and financial provisions contained in its
pretreatment program submission and Division approved modifications there of. Such operation shall include
but is not limited to the implementation of the following conditions and requirements;
1. Sewer Use Ordinance (SUO)
The Permittee shall maintain adequate legal authority to implement its approved pretreatment program.
2. Industrial Waste SUrvcy aWS)
The Pern-iittee shall update its Industrial Waste Survey (IWS) to include all users of the sewer collection
system at least once every five years.
3. Monitoring Plan
The Pernittee shall implement a Division approved Monitoring Plan for the collection of facility specific
data to be used in a wastewater treatment plant Headworks Analysis (HWA) for the development of
specific pretreatment local limits. Effluent data from the Plan shall be reported on the DMRs (as required
by Part II, Section D, and Section E.5.).
4. Headworks Analysis (HWA) and Local Lin-tits
The Permittee shall obtain Division approval of a Headworks Analysis (HWA) at least once every five
years, and as required by the Division. Within 180 days of the effective date of this permit (or any
subsequent permit modification) the Pern-iittee shall submit to the Division a written technical evaluation
of the need to revise local limits (i.e., an updated HWA or documentation of why one is not needed) [40
CFR 122.42]. The Permittee shall develop, in accordance with 40 CFR 403.5(c) and 15A NCAC 2H.0909,
specific Local Limits to implement the prohibitions listed in 40 CFR 4033(a) and (b) and 15A NCAC 2H
.0909.
5. Industrial User Pretreatment Permits allP) & Allocation Tables
In accordance with NCGS 143-215.1, the Permittee shall issue to all significant industrial users, perrrtits for
operation of pretreatment equipment and discharge to the Permittee's treatment works. These permits
shall contain limitations, sampling protocols, reporting requirements, appropriate standard and special
conditions, and compliance schedules as necessary for the installation of treatment and control
technologies to assure that their wastewater discharge will meet all applicable pretreatment standards and
requirements. The Permittee shall maintain a current Allocation Table (AT) which summarizes the results
of the Headworks Analysis (HWA) and the limits from all Industrial User Pretreatment Permits (IUP).
Permitted IUP loadings for each parameter cannot exceed the treatment capacity of the POTW as
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6. Authorization to Construct (A to C)
The Permittee shall ensure that an Authorization to Construct permit (AtC) is issued to all applicable
industrial users for the construction or modification of any pretreatment facility. Prior to the issuance of
an AtC, the proposed pretreatment facility and treatment process must be evaluated for its capacity to
comply with all Industrial User Pretreatment Perniit (IUP) limitations.
POT'W Inspection & Monitoring of their SIUs
The Permittee shall conduct inspection, surveillance, and monitoring activities as described in its Division
approved pretreatment program in order to determine, independent of information supplied by industrial
users, compliance with applicable pretreatment standards. The Permittee must:
a. Inspect all Significant Industrial Users (SIUs) at least once per calendar year; and
b. Sample all Significant Industrial Users (SIUs) at least twice per calendar year for all permit-
limited pollutants, once during the period from January 1 through June 30 and once during the
period from July 1 through December 31, except for organic compounds which shall be sampled
once per calendar year;
8. SIU Self Monitoring and Reporting
The Permittee shall require all industrial users to comply with the applicable monitoring and reporting
requirements outlined in the Division approved pretreatment program, the industry's pretreatment permit,
or in 15A NCAC 2H .0908.
9. Enforcement Response Plan XRPI
The Permittee shall enforce and obtain appropriate remedies for violations of all pretreatment standards
promulgated pursuant to section 307(b) and (c) of the Clean Water Act (40 CFR 405 et. seq), prohibitive
discharge standards as set forth in 40 CFR 403.5 and 15A NCAC 2H.0909, and specific local limitations.
All enforcement actions shall be consistent with the Enforcement Response Plan (ERP) approved by the
Division.
10. Pretreatment Annual Reports (F.=
The Permittee shall report to the Division in accordance with 15A NCAC 2H .0908. In lieu of submitting
annual reports, Modified Pretreatment Programs developed under 15A NCAC 2H .0904 (b) may be
required to meet with Division personnel periodically to discuss enforcement of pretreatment requirements
and other pretreatment implementation issues.
For all other active pretreatment programs, the Permittee shall submit two copies of a Pretreatment Annual
Report (PAR) describing its pretreatment activities over the previous twelve months to the Division at the
following address:
NC DENR / DWQ / Pretreatment Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
These reports shall be submitted according to a schedule established by the Director and shall contain the
following.
a.) Narrative
A brief discussion of reasons for, status of, and actions taken for all Significant Industrial
Users (SIUs) in Significant Non-Compliance (SNC);
b.) Pretreatment Program Summary(PPS1
A pretreatment program summary (PPS) on specific forms approved by the Division;
c.) Significant Non-Compliance Report SNCR)
The nature of the violations and the actions taken or proposed to correct the violations on
specific forms approved by the Division;
d.) Industrial Data Summary Forms (IDSE)
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Monitoring data from samples collected by both the POTW and the Significant Industrial
User (SIU). These analytical results must be reported on Industrial Data Summary Forms
(IDSF) or other specific format approved by the Division;
e.) Other Information
Copies of the POTW's allocation table, new or modified enforcement compliance schedules,
public notice of SIUs in SNC, and any other information, upon request, which in the
opinion of the Director is needed to determine compliance with the pretreatment
implementation requirements of this permit;
11. Public Notice
The Pemttee shall publish annually a list of Significant Industrial Users (SIUs) that were in Significant
Non-Compliance (SNC) as defined in the Permittee's Division approved Sewer Use Ordinance with
applicable pretreatment requirements and standards during the previous twelve month period. This list
shall be published within four months of the applicable twelve-month period.
12. Record I{eeping
The Permittee shall retain for a minimum of three years records of monitoring activities and results, along
with support information including general records, water quality records, and records of industrial impact
on the POTW.
13. Funding and Financial Report
The Permittee shall maintain adequate funding and staffing levels to accomplish the objectives of its
approved pretreatment program.
14. Modification to Pretreatment Progjms
Modifications to the approved pretreatment program including but not limited to local limits
modifications, POTW monitoring of their Significant Industrial Users (SIUs), and Monitoring Plan
modifications, shall be considered a permit modification and shall be governed by 15 NCAC 2H .0114 and
15A N CAC 2H.0907.
A ;
"., ("t tVegton 612012003
111'ake C011111y
NPDES permit number NCO065706 - Crosby Utilities, 7536 NC Highway 395, Zebulon, NC 27597, has applied for a
permit renewal for a facility located in Wake County discharging treated 100% domestic wastewater into Poplar Creek
in the Neuse River Basin_ Currently BOD5, ammonia as N, total residual chlorine and total phosphorus are water
quality limited. This discharge may affect future allocations in this portion of the receiving stream.
Neuse Crossing WWTP (NC0064408), has applied for renewal of its permit discharging to the Neuse River in the Neuse
River Basin. Currently, BOD, ammonia nitrogen and total phosphorus are water quality limited. This discharge may
affect future allocations in the receiving stream.
NPDES Permit Number NC0062740, Heater Utilities, Inc. (Briarwood Farms WWTP) has applied for a permit renewal
for a facility located in Wake County discharging treated wastewater into Middle Creek in the Neuse River Basin.
Currently BOD5, ammonia, fecal coliform and total residual chlorine are water quality limited. This discharge may
affect future allocations in this portion of the receiving stream.
NPDES Permit Number N00060771, Indian Creek Homeowners Association WWTP, NC Highway 50, Garner, NC
27529 has applied for a pernut renewal for a facility located in Wake County discharging treated wastewater into Swift
Creek in the Neuse River Basin. Currently BODS, Armnonia and Total Residual Chlorine are water quality limited.
This discharge may affect future allocations in this portion of the receiving stream
NPDES Permit Number NC0056391, Heater Utilities, Inc. (Cross Creek Mobile Estates) off Poole Road in Knightdale,
NC has applied for a permit renewal for a facility located in Wake County discharging treated wastewater into an
unnamed tributary to Neuse River in the Neuse River Basin. Currently ammonia and total residual chlorine are water
quality limited, This discharge may affect future allocations in this portion of the receiving stream.
NPDES Permit Number NC0056278, River Mill COA, Inc. (River Mill WWTP), River Mill Drive, Wake Forest, NC
has applied for a permit renewal for a facility located in Wake County discharging treated wastewater into the Neuse
River in the Neuse River Basin. Currenly total residual chlorine is water quality limited. This discharge may affect
future allocations in this portion of the receiving stream.
Wednesday, Alay 07, 2003
1617 Mail Service Center, Raliegh, North Carolina 27699-1617 - Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer - 50% Recycled/ 10% post-consumer paper

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State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
Alan W. Klimek, P.E., Director
May 7, 2003
Mr. Allen L. Glover
Indian Creek Homeowners Association
1113 Indian Creek Trail
Garner, North Carolina 27529
Subject: Draft NPDES Permit
Permit NC0060771
Indian Creek Overlook WWTP
Wake County
Dear Mr. Glover:
Enclosed with this letter is a copy of the draft permit for your facility. Please review the draft carefully
to ensure thorough understanding of the conditions and requirements it contains.
The draft permit contains the following changes to your current permit:
? Daily maximum limits for ammonia have been added. See the attached ammonia policy
memo for details.
? Instream monitoring for fecal coliform has been deleted.
Submit any comments to me no later than June 13, 2003. Comments should be sent to the
address listed at the bottom of this page. If no adverse comments are received from the public or from
you, this permit will likely be issued in June, with an effective date of August 1, 2003.
If you have any questions or comments concerning this draft permit, please call me at [phone],
extension 538.
Sincerely,
,1:v1 r- '? JJ
Christie R. Jackson
NPDES Unit
cc: NPDES Unit
Raleigh Regional Office
Wake County Human Services
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 919 733-5083, extension 538 {fax) 919 733-0719
An Equal Opportunity Affirmative Action Employer Christie.Jackson@ ncmail.net
Permit N00060771
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
PERMIT
TO DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful
standards and regulations promulgated and adopted by the North Carolina Environmental
Management Commission, and the Federal Water Pollution Control Act, as amended, the
Indian Creek Homeowners Association
is hereby authorized to discharge wastewater from a facility located at the
Indian Creek Overlook WWTP
NC Highway 50
Garner
Wake County
to receiving waters designated as Swift Creek in the Neuse River Basin
in accordance with effluent limitations, monitoring requirements, and other
conditions set forth in Parts 1, 11, 111 and IV hereof.
This permit shall become effective
This permit and authorization to discharge shall expire at midnight on February 28, 2008.
Signed this day
DRAFT
Alan W. Klimek, P.E., Director
Division
By Authori df tlie`E viftrimental Management Commission

Permit N00060771
SUPPLEMENT TO PERMIT COVER SHEET
The Indian Creek Homeowners Association is hereby authorized to:
1. Continue to operate an existing 0.064 MGD wastewater treatment facility with
the following components:
? Dual bar screens
? Equalization basins
? Aeration tanks
? Secondary clarifiers
? Aerated sludge holding tanks
? Tertiary filters
? Chlorine contact tanks
? Tablet dechlorinator
? Cascade aerators
This facility is located near Garner at the Indian Creek Overlook WWTP on NC
Highway 50 in Wake County.
2. After receiving an Authorization to Construct from the Division, construct and
operate a wastewater treatment system at the Indian Creek Overlook WWTP with
an ultimate capacity of 0.112 MGD.
3. Discharge from said treatment works at the location specified on the attached
map into Swift Creek, classified C-NSW waters in the Neuse River Basin.
Facility Information
Latitude: 35"38'47" Sub-Basin: J,%
03 4 02. ?
Longitude: 78°36' 12" A
Quad #- E24NE
Stream Class C-NSW
Receivio Stream- Swift Creek
Facility
Location
/ Indian Creek NOA - Indian Creek Overlook W W-tP
No f H NCO060771
Wake County
Permit NCO060771
A. (1.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS - DRAFT
During the period beginning on the effective date of this permit and lasting until expansion above 0.064 MGD
the Permittee is authorized to discharge from outfall 001. Such discharges shall be limited and monitored by
the Permittee as specified below:
I EF UEt?fT
-- LOT mQNiTORIi C M gUIRE?IIENiS
CHARACURISTICS:

N?onthly, - Qally Measure ent Sdmnte Type = Sample Loc hogt
?lerage . Mazilj?urtl . _ uc
Flow 0.064 MGD Continuous Recording Influent or Effluent
Total Monthly Flow Monitor & Report Monthly Calculated Influent or Effluent
BOD, 5-day (20TC) 5.0 mg/L 7.5 mg/L Weekly Composite Effluent
(April 1 -October 31
BOD, 5-day (209C) 10.0 mg/L 15.0 mg/L Weekly Composite Effluent
November 1 -March 31
Total Suspended Residue 30.0 m L 45.0 m L Weekly Composite Effluent
NH3 as N 2.0 mg/L 10 mg/L Weekly Composite Effluent
(April 1 -October 31
NH3 as N 4.0 mg/L 20 mg/L Weekly Composite Effluent
(November 1- March 31
Dissolved Oxygen Weekly Grab Ell luent,
Upstream & Downstream
Feqal Coliform 200 / 100 ml 4001100 ml Weekly Grab Effluent
(geometric mean
Total Residual Chlorine 28 N L 2/Week Grab Effluent
Temperature TC Dail Grab Effluent
Tem erasure TC Weekly Grab Upstream & Downstream
TKN m L) Monitor & Report Weekly Composite Effluent
N02-N + N03-N (m /L Monitor & Re ort Weekly Composite Effluent
TN m /L)3 Monitor & Report -Weekly composite Effluent
TN Load' Monitor & Report (lb/mo) .
Monthly Calculated Effluent
Monitor & Report Ib/ r Annually Calculated Effluent
Total Phos horus5 2/Month Composite Effluent
H6 Weekly Grab Effluent
Footnotes:
1. Upstream = at least 100 feet upstream from the outfall. Downstream = approximately 1 mile downstream
from the outfall.
2. The daily average dissolved oxygen effluent concentration shall not be less than 5.0 mg/L.
3. For a given wastewater sample, TN = TKN + N02-N + N03-N, where TN is Total Nitrogen and TKN is Total
Kjeldahl Nitrogen.
4. TN Load is the mass load of Total Nitrogen discharged in a given period of time. See special condition A.
(3.), Calculation of TN Loads. The annual TN Load limit shall become effective with the calendar year
beginning on January 1, 2003. Compliance with this limit shall be determined in accordance with special
condition A.(4.) of this permit, Compliance with Annual Limits for Total Nitrogen.
5. The quarterly average for total phosphorus shall be the average of composite samples collected during each
calendar quarter (January-March, April-June, July-September, October-December).
6. The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units.
There shall be no discharge of floating solids or visible foam in other than trace amounts.
Permit N00060771
A. (2.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS - DRAFT
During the period beginning after expansion above 0.064 MGD and lasting until expiration, the Permittee is
authorized to discharge from outfall 001. Such discharges shall be limited and monitored by the Permittee as
specified below:
)~FLtjEI?'i s 1.1 S
7 -7

MQNI ORIR, I ?1 M yTS =
_x 3' s

- - Mortlhly
Avrb a ?D iw}t
axl'? ?)Illea4 remerlt
t ueo ahlple Type
_ ?. f. S4nl le La4#l?nt
- _
Flow 0.112 MGD Continuous Recording Influent or Effluent
Total Month! Flow Monitor & Report Monthly Calculated Influent or Effluent
BBD, 5-day (202C)
(April 1 -October 1) 5.0 mg/L 7,5 mg/L Weekly
1 Composite Effluent
BBD, 5-day (209C)
November 1 - March 31 10.0 mg/L 15.0 mg/L Weekly Composite Effluent
Total Suspended Residue 30.0 m L 45.0 mg/L Week! Composite Effluent
NH3 as N
A riI 1 - October 31 2.0 mg/L 10 mg/L Weekly Composite Effluent
NH3 as N
November 1 - March 31 4.0 mg/L 20 mg/L Weekly Composite Effluent
Dissolved Oxygen Weekly Grab Effluent,
Upstream & Downstream
Fecal Coliform
(geometric mean 200 / 100 ml 400 / 100 ml Weekly Grab Effluent
Total Residual Chlorine 28p L 2/Week Grab Effluent
Temperature °C Dail Grab Effluent
Temperature °C Weekly Grab Upstream & Downstream
TKN m L Monitor & Report Weekly Composite Effluent
N02-N+N03-N m /L Monitor &Report Weekly Composite Effluent
TN (m 1.3 Monitor & Report Weekly Composite Effluent
TN Load' Monitor & Report (lb/mo)
Monitor & Report Ibl r Monthly
Annual! Calculated
Calculated Effluent
Effluent
Total Phos horus5 ?!Month Composite Effluent
H6 Weekly Grab Effluent
Footnotes:
1. Upstream = at least 100 feet upstream from the outfall, Downstream = approximately I mile downstream
from the outfall.
2. The daily average dissolved oxygen effluent concentration shall not be less than 5.0 mg/L.
3. For a given wastewater sample, TN = TKN + N02-N + N03-N, where TN is Total Nitrogen and TKN is Total
Kjeldahl Nitrogen.
4. TN Load is the mass load of Total Nitrogen dischw-ged in a given period of time. See special condition A.
(3.), Calculation of TN Loads. The annual TN Load limit shall become effective with the calendar year
beginning on January 1, 2003. Compliance with this limit shall be determined in accordance with special
condition A.(4.) of this permit, Compliance with Annual Limits for Total Nitrogen.
5. The quarterly average for total phosphorus shall be the average of composite samples collected during each
calendar quarter (January-March, April-June, July-September, October-December).
6. The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

fi l w.

Permit N00060771
A. (3). CALCULATION OF TOTAL NITROGEN LOADS
1. The Permittee shall calculate monthly and annual TN Loads as follows:
(I) Monthly TN Load (lb/mo) = TN x TMF x 8.34
where:
TN = the average Total Nitrogen concentration
(mg/L) of the composite samples collected
during the month
TMF= the Total Monthly Flow of wastewater
discharged during the month (MG/mo)
8.34= conversion factor, from (mg/L x MG) to
pounds
(2) Annual TN Load (lb/yr) =Sum of the 12 Monthly TN Loads for the calendar year
2. The Permittee shall report monthly Total Nitrogen results (mg/L and lb/mo) in the
discharge monitoring report for that month and shall report each year's annual results
(lb/yr) in the December report for that year.
A. (4). ANNUAL LIMITS FOR TOTAL NITROGEN
(a) TN limits for NPDES dischargers in the Neuse River basin are as prescribed in the basin's
Nutrient Management Strategy rule for wastewater treatment facilities, T15A NCAC 2B .0234.
(b) The Permittee's TN discharge is governed by this Permit unless the Permittee is a member and
co-permittee of an approved compliance association, in which case its TN discharge is governed
by the association's group NPDES permit and the limits therein.
(c) TN limits for NPDES dischargers in the Neuse River basin are annual, calendar-year limits. All
such limits in effect on January 1 of a given year remain in effect for the entire calendar year.
Changes in TN limits become effective on January 1 of the year following permit modification
and remain in effect for the full year. Similarly, changes in membership in a compliance
association become effective on January i of the year following the change and remain in effect
for the full year.
(d) For any given calendar year, the Permittee shall be in compliance with the annual TN Load limit
in this Permit if:
(1) the Permittee's annual TN Load is less than or equal to said limit, or
(2) the Permittee is a Member of a compliance association and a Co-Permittee to the
association's group NPDES permit.
(e) The Permittee's effective TN limit (if any) may change due to changes in its TN allocation or
membership changes in a compliance association.
(1) The Per ittee may notify the Division and request a modification of this Permit to
incorporate allowable changes in its TN Load limit. Allowable changes include those
resulting from purchase of TN allocation from the Wetlands Restoration Fund; purchase,
sale, trade, or lease of allocation between the Permittee and other dischargers;
regionalization; and other transactions approved by the Division.
(2) If the Permittee intends to join or leave a compliance association, the Division must be
notified of the proposed change.
(3) Upon receipt of timely and proper notification, the Division will modify the affected
permit(s) as necessary to incorporate the allowable changes in TN limits or to reflect the
change in membership.
Permit NC0060771
A. (4). ANNUAL LIMITS FOR TOTAL NITROGEN (Con't)
a. The Division must receive notification no later than August 31 for changes
proposed for the following calendar year.
b. Notification shall be sent to:
NCDWQ / NPDES Unit
Attn: Neuse River Basin Coordinator
1617 Mail Service Center
Raleigh, NC 27699-1617
(0 For the purpose of permit compliance, an association's Co-Permittee Members in a calendar
year (and the Permittee's membership status) shall be as defined in its group NPDES permit.
The roster and the members' TN allocations will be updated annually and in accordance with
state and federal program requirements.
(g) The TN monitoring and reporting requirements in this Permit remain in effect until expiration of
this Permit and are not affected by the Permittee's membership in a compliance association.
l'ilt';

I, ROBIN L. LEE, PLS L-3759, CERTIFY THAT THIS MAP WAS
DRAWN UNDER MY SUPERVISION FROM AN FIELD SURVEY MADE
UNDER MY SUPERVISION; THIS MAP DOES NOT CONFORM TO G.S.
47-30, AND IS NOT INTENDED FOR RECORDATION. DATES OF
SURVEY WERE PERFORMED FROM JUNE 2006 TO AUGUST 2006
ROBIN L. LEE PLS L-3759
KEY MAP
Vaa
DATE
C L-3759
?A t»
ro
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N any Fy
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o:
0
z AINDIAN
TEN TEN RD m CREEK TRAIL
------VICINITY MAP
(NOT TO SCALE)
SWIFT CREEK

U
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-17
X
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M
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EXHIBIT 6
fNDIAN CREEK TRAIL
NO-M-
1. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND MEASUREMENTS IN U.S. SURVEY FEET.
2. WETLANDS FLAGS AND OTHER ITEMS SHOWN WERE FIELD LOCATED BY MCKIM & CREED.
3. THE COORDINATES SHOWN ON THIS PLAT ARE GROUND COORDINATES LOCALIZED
AROUND AN NCGS MONUMENT, "CRUMPLER" NC GRID COORDINATES OF N 69159417
FEET, E 2114371.25 FEET (NAD 83-NSRS-07). THESE GRID COORDINATES WERE DERIVED
BY VRS (VIRUAL REFERENCE STATION) GPS USING DUAL FREQUENCY RECEIVER. THIS
METHOD RESULTS IN NAD 83 (NSRS 07) POSITIONS AND NAVD 88 (MSL) ELEVATIONS
USING THE CONTINUOUSLY OPERATING STATIONS MAINTAINED BY NORTH CAROLINA
GEODETIC SURVEY. THE COMBINED FACTOR USED FOR LOCALIZATION WAS 0.99988778.
4. WETLANDS AND STREAMS WERE DELINEATED BY Froehling & Robertson, Inc.
5. TOP OF STREAM BANK AND SHORELINE WAS DELINEATED BY MCKIM AND CREED, P.A.
4Ii$ VN 1QM& D
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
Internet Site: http://www.mckimcreed.com
EXHIBIT 5
Y,.
ink 1 ;:3
r, r
WETLAND, STREAM AND RIPARIAN BUFFER IMPACT SURVEY
OF
60' CITY OF RALEIGH SANITARY SEWER EASEMENT
FOR
CITY OF RALEIGH SWIFT CREEK SANITARY SEWER
DATE: MAY 27, 2008
'ANTHER BRANCH
SCALE: 1" Q 50'
WAKE COUNTY NORTH CAF
?Ap L_
ONANGAGA DRIVE
PROJECT N : 00592-0030
PROJ. SVYR : RLL
DRAWN BY : CAM
FIELD BK.: -
COMP. FILE : VW101-05920030.4"
SHEET # : 1 OF 1
OWG. N . R,1.1.2.042
IMPACT EXHIBIT
I, ROBIN L. LEE, PLS L-3759, CERTIFY THAT THIS MAP WAS
DRAWN UNDER MY SUPERVISION FROM AN FIELD SURVEY MADE
UNDER MY SUPERVISION; THIS MAP DOES NOT CONFORM TO G.S.
47-30, AND IS NOT INTENDED FOR RECORDATION. DATES OF $acm«?sa
SURVEY WERE PERFORMED FROM JUNE 2006 TO AUGUST 2006.
- __. '
• E.?
ROBIN L. LEE, PLS L-3759 ATE S L,3759
L
NEUSE RIVER BUFFER IMPACT
STREAM ZONE 1 ZONE 2 STREAM
IMPACT STREAM
WIDTH
SQ FT SQ FT LF LF
G 2,517 2,537 40 7
OPEN WATER 0 3,586 0 0
' F1
' FCOPS-"**'
F1 045 F1047
! !
F1044 F1046 X` G
F1043
F1042 Fi 041 ?? `? `, J
F1 04C`,
F1039
+ F1038
+ 1
+ `
+ 1 ./r

i• F1037
'
OWQ SWIFT CREEK
,
' NRRB SWIFT CREEK

++ F1036
F1035
SHORELINE
s
?,?• I
?
•o•
? OF BEAVER
+ SWAMP
L
O rr c
Y
? I I
1111 }+
+
F1034
' + F1033
n ` t? r +
+
F1032
+ F1031
cli r?? `. `.
+ +
G3

03
++ F1029 F1028 F102

WETLAND COORDINATE TABLE /;.
F1032 692126.77 2114846.12
F1031 692121.98 2114865.67
F1030 692101.35 2114883.59
F1029 692084.50 2114879.93
F1028 692080.28 2114918.35
F1027 692093.74 2114958.95
F1026 692115.02 2114975.41
F1025 692144.15 2114980.97
F1024 692140.37 2114998.63
F1023 692154.02 2114999.94
F1022 692172.45 2115015.67
F1021 692199.76 2115014.55
F1020 692225.59 2115016.01
F1019 692208.41 2115024.25
F1018 692189.39 2115042.31
F1017 692176,35 2115073.32
F1016 692213.41 2115078.27
'•? + + + + ?. +.
CLEARING LIMITS
PROPOSED 60' CITY OF RALEIGH -?
`. SANITARY SEWER EASEMENT
-----------

STREAM COORDINATE TABLE
FLAG NORTHING EASTING
G1 692102.98 2114920.05
G2 692097.60 2114926.65
G3 692109.66 2114946,15
G4 692119,90 2114964.91
G5 692098,29 2114978.47
G6 692083.41 2115001.98
G7 692073.01 2115028.77
G8 692039.61 2115046.33
G9 692002.52 2115070.25
G10 691976.63 2115088.94
G11 691964,43 2115096.99
G12 691960.33 2115109.42
G13 691935,61 2115136.53
DELINEATED
WETLAND
BOUNDARY
PROPOSED FORCE MAIN 10'TEMPORARY
-
CONSTRUCTION EASEMENT
N /F
STONY CREEK, INC.
BM 1991 PG, 1048
DB 12542 PG. 209
PIN: 1619-41--8561
1. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND MEASUREMENTS IN U.S. SURVEY FEET.
2. WETLANDS FLAGS AND OTHER ITEMS SHOWN WERE FIELD LOCATED BY McKIM & CREED.
3. THE COORDINATES SHOWN ON THIS PLAT ARE GROUND COORDINATES LOCALIZED
AROUND AN NCGS MONUMENT, "CRUMPLER" NC GRID COORDINATES OF N 691594.17
FEET, E 2114371.25 FEET (NAD 83-NSRS-07), THESE GRID COORDINATES WERE DERIVED
BY VRS (VIRUAL REFERENCE STATION) CPS USING DUAL FREQUENCY RECEIVER. THIS
METHOD RESULTS IN NAD 83 (NSRS 07) POSITIONS AND NAVD 88 (MSL) ELEVATIONS
USING THE CONTINUOUSLY OPERATING STATIONS MAINTAINED BY NORTH CAROLINA
GEODETIC SURVEY. THE COMBINED FACTOR USED FOR LOCALIZATION WAS 0.99988778.
4. WETLANDS AND STREAMS WERE DELINEATED BY Froehling & Robertson, Inc.
5. TOP OF STREAM BANK AND SHORELINE WAS DELINEATED BY McKIM AND CREED, P.A.
v
V N4 q0Vj&QUffiD
1730 Varsity Drive, . Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fox: [phone]
Internet Site: http://www,mckimcreed.com
WETLAND, STREAM AND RIPARIAN
OF
M
00
0 ?
Q O
?z
z
u 0 "
PAyyp RD LO SWIFT
U CREEK
SITE`{
F
Alr
TEN TEN RD CREE
`----VICINITY MAP
(NOT TO SCALE)
-1
TRAIL
WETLA ND COORDINATE TABLE
FLAG NORTHING EASTING
F1048 692389.12 2114831.51
F1047 692357.26 2114812.64
F1046 692340.42 2114739.73
F1045 692349.17 2114697.26
F1044 692334.88 2114669,33
F1043 692313.86 2114665.75
F1042 692300.45 2114698.70
F1041 692296.43 2114728.26
F1040 692288.94 2114761.33
F1039 692279.37 2114797.90
F1038 692263.62 2114811.21
F1037 692233.36 2114833.30
F1036 692203.44 2114835.85
F1035 692190.84 2114825.28
F1034 692162.78 2114814.66
F1033 692149.23 2114830.86
F1020
FCOPS
F1_019?.?'
F101
F1018` i
F1021
Z02;5--
!G4

F
SCALE: 1"=50'
Nil%
0 25 50
IMPACT SURVEY
60' CITY OF RALEIGH SANITARY SEWER EASEMENT
FOR
CITY OF RALEIGH SWIFT CREEK SANITARY SEWER
DATE: MAY 27, 2008 SCALE: 1" = 50'
PANTHER BRANCH WAKE COUNTY NORTH CAROLINA
F1022
3
F017
tt`? Cy
<2
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`` /1ROPERTY1
LINE
roy ?
\
DWQ G
NRRB G
G10
G11 G12
G13
FCOPS
LEGEND
® ZONE 1 BUFFER
IMPACT AREA
ZONE 2 BUFFER
` IMPACT AREA
F1031 WETLAND FLAG
FCOPS FEATURE CONTINUES
OFF PROJECT SITE
PROJECT # 00592-0030
PROD. SVYR RLL
DRAWN BY : CAM
FIELD BK. -
COMP, FILE VW101-05920030.dwg
SHEET # : 1 OF 1
DWG. N : R,1.1.2.042
I, ROBIN L. LEE, PLS L-3759, CERTIFY THAT THIS MAP WAS IMPACT EXHIBIT
DRAWN UNDER MY SUPERVISION FROM AN FIELD SURVEY MADE 2
UNDER MY SUPERVISION; THIS MAP DOES NOT CONFORM TO G.S.
47-30, AND IS NOT INTENDED FOR RECORDATION. DATES OF 4&201.096f
SURVEY WERE PERFORMED FROM JUNE 2006 TO AUGUST 2006.
C. ±rRl
0-0 ,
...?.. __ ___ _ _ ! 1?2 S Ly .` w
1&.,L- \-Ap
ROBIN L. LEE, PLS L-3759 -- - -- DATF
NEUSE RIVER BUFFER IMPACT
OPEN WATER ZONE 1 ZONE 2 STREAM
IMPACT STREAM
WIDTH
SQ FT SQ FT LF LF
OPEN WATER 0 376 0 0
OPEN WATER 0 1,167 0 0
e
d?G6NA ??d?
SHORELINE
OF BEAVER DELINEATED
SWAMP WETLAND
r
F1Q01
F1002
DWQ SWIFT CREEK
r
' NRRB SWIFTCREEK
0 ERTIES, LLC.
BM 1996 PG. 404
DB 6903 PG. 375
PIN: 1619-61-4801
F1 003 DELINEATED
41 WETLAND
BOUNDARY
F1004 i --••-
F1005 ,'? ?' ?` G?? •1
--- F1006 E1029
F1013 F1007. E1028
/ FCOPS
PROPOSED 60' CITY OF RALEIGH
\ F1011 SANITARY SEWER EASEMENT + + + +`?+ J~FCOPS
\1` v F + + a- +
F1009 F1008
F1012 F1010 '•?? •^??' - `?
WETLAND F
IMPACT AREA
=83 SQ.FT.
' 10' TEMPORARY _
PROPOSED FORCE MAIN CONSTRUCTION EASEMENT `
rr \
r ?
MOBILE
??? / r MO HOME ?`.
N/F
!??' BANNISTER. AND GLOVER
-'? PR P
8\??
)PERTY 00
µ
LINE
LINE TABLE
LINE BEARING LENGTH
L1 N59'15'36"E 38.61
L2 S29'40'11 "W 8.68
L3 S67'06'44"W 31.36
I'??r?•6:l.l ?r?l?U ,41"Or;?41Y•1TF,^,E? i
?1P?C?t
00
o T`
as
o?
0?
U
Z
1! - RD.
?O
RA?p RO• SWIFT
U CREEK
SITE'
0
n
z INDIAN
TEN TEN RD m CREEK TRAIL
`-----VICINITY MAP
(NOT TO SCALE)
WETLAND
COORDINATE TART F
E1027
FLAG NORTHING EASTING
E1029 692306.34 2115514.33
E1028 692297.02 2115525.57
El 027 692289.06 2115587.98
F10 33 692276.98 2115104.46
F1012 692251.53 2115125.22
F1011 692262.05 2115143.75
F1010 692245.33 2115158.92
F1009 692246.41 2115193.22
F1008 692259.88 2115225.14
F10 77 692283.49 2115238.59
F1006 692305.36 2115261.69
F1005 692324.39 2115272.95
F1004 692338.08 2115291.72
F1003 692369.19 2115308.87
F1002 692381.67 2115324.76
F1001 692389.57 2115356.10
1. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND MEASUREMENTS IN U.S. SURVEY FEET.
2: WETLANDS FLAGS AND OTHER ITEMS SHOWN WERE FIELD LOCATED BY McKIM & CREED,
3. THE COORDINATES SHOWN ON THIS PLAT ARE GROUND COORDINATES LOCALIZED
AROUND AN NCGS MONUMENT, "CRUMPLER" NC GRID COORDINATES OF N 691594.17
FEET, E 2114371.25 FEET (NAD 83-NSRS-07). THESE 'GRID COORDINATES WERE DERIVED
BY VRS (VIRUAL REFERENCE STATION) CPS USING DUAL FREQUENCY RECEIVER. THIS
METHOD RESULTS IN NAD 83 (NSRS 07) POSITIONS AND NAVD 88 (MSL) ELEVATIONS
USING THE CONTINUOUSLY OPERATING STATIONS MAINTAINED BY NORTH CAROLINA
GEODETIC SURVEY. THE COMBINED FACTOR USED FOR LOCALIZATION WAS 0.99988778.
4. WETLANDS AND STREAMS WERE DELINEATED BY Froehling & Robertson, Inc.
5. TOP OF STREAM BANK AND SHORELINE WAS DELINEATED BY McKIM AND CREED, P.A.
V ?//
?NFM D
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
Internet Site: http://www.mckimcreed.com
SCALE: 1 " = 50'
0 25 50
WETLAND, STREAM AND RIPARIAN BUFFER IMPACT SURVEY
OF
60' CITY OF RALEIGH SANITARY SEWER EASEMENT
FOR
CITY OF RALEIGH SWIFT CREEK SANITARY SEWER
DATE: MAY 27, 2008 SCALE: 1" = 50'
PANTHER BRANCH WAKE COUNTY NORTH
LEGEND
® ZONE 1 BUFFER
IMPACT AREA
+ ZONE 2 BUFFER
IMPACT AREA
F1031 WETLAND FLAG
FCOPS FEATURE CONTINUES
OFF PROJECT SITE
PROJECT # ; 00592-0030
PROJ. SVYR : RU.
DRAWN BY.: CAM
FIELD 8K. : -
COMP. FILE : VW101-05920030.dwg
SHEET N : 1 OF 1
DWG. # : R.1.1.2.042
I, ROBIN L. LEE, PLS L-3759, CERTIFY THAT THIS MAP WAS
DRAWN UNDER MY SUPERVISION FROM AN FIELD SURVEY MADE
UNDER MY SUPERVISION; THIS MAP DOES NOT CONFORM TO G.S.
47-30, AND IS NOT INTENDED FOR RECORDATION, DATES OF
SURVEY WERE PERFORMED FROM JUNE 2006 TO AUGUST 2006.
1;5.J-0-0----
ROBIN L. LEE, PLS L-3759 ATE
NEUSE RIVER BUFFER IMPACT
STREAM ZONE 1 ZONE 2 STREAM
IMPACT STREAM
WIDTH
$Q FT SQ FT LF LF
N/A 0 3,120 0 0
IMPACT EXHIBIT
3
0sa9"Ad8sod
SEAL
?AS?tsYv.4wdda?'
ro
00
0 r-
d 0
0 In
IY
c?
y
p1yp Rp SWIFT--r
CREEK
SITE*
0
z INDIAN
TEN TEN R0 m CREEK TRAIL
----VICINITY MAP
(NOT TO SCALE)
DWQ SWIFT CREEK TOP OF BANK
NRRB SWIFT CREEK BUFFER ZONE 1
-• _ --- ---•--.-- -- --,--.-_.__,-- -- -- ---- - --- --- --.-_ _- -- -- NE 2
+ + + + + + + + + +

El 007
r
+ _
E1006 E1008 ; 10' TEMPORARY PROPOSED FORCE MAIN
+ CONSTRUCTION EASEMENT
r
r
r +
r
` N/F
FCOPS E1009 BANNISTER AND GLOVER
' f PROPERTIES, LLC.
WETLAND E r BM 1996 PG. 404
NOIMPACT DB 6903 PG. 375
r PIN: 1619-61-4801
,
/
r i
E1a1o
E1013 , i
FCOPS /
/
E1011 ,
PROPOSED 60' CITY OF RALEIGH
SANITARY SEWER EASEMENT
WETLAND
E1012 COORDINATE TABLE
r
/ r
1
,
,
r 1
,
/
r
r
,
----------------
JA N
L(?U:i
UENk _ V1r1: Lr, Utl, I?'Y
Vx" LA,NIDS AND ST6f 1," NAT£i'•. oiiANC.?9
NOTES:
1. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND MEASUREMENTS IN U.S. SURVEY FEET.
2. WETLANDS FLAGS AND OTHER ITEMS SHOWN WERE FIELD LOCATED BY MCKIM & CREED.
3. THE COORDINATES SHOWN ON THIS PLAT ARE GROUND COORDINATES LOCALIZED
AROUND AN NCGS MONUMENT, "CRUMPLER" NC GRID COORDINATES OF N 691594.17
FEET, E 2114371.25 FEET (NAD 83-NSRS-07). THESE GRID COORDINATES WERE DERIVED
BY VRS (VIRUAL REFERENCE STATION) CPS USING DUAL FREQUENCY RECEIVER. THIS
METHOD RESULTS IN NAD 83 (NSRS 07) POSITIONS AND NAVD 88 (MSL) ELEVATIONS
USING THE CONTINUOUSLY OPERATING STATIONS MAINTAINED BY NORTH CAROLINA
GEODETIC SURVEY. THE COMBINED FACTOR USED FOR LOCALIZATION WAS 0.99988778.
4. WETLANDS AND STREAMS WERE DELINEATED BY Froehling & Robertson, Inc.
5. TOP OF STREAM BANK AND SHORELINE WAS DELINEATED BY McKIM AND CREED, P,A.
?V AII M&CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax; [phone]
Internet Site: http://www.mckimcreed.com
FLAG NORTHING EASTING
E1015 692081.54 2115967.56
E10 44 692048.01 2116006.66
E1013 692068.84 2116045.18
E1012 692032.70 2116074.49
E1011 692049.94 2116101.55
E1010 692080.37 2116120.97
E1009 692137.38 211613TOO
Ei 008 692172.33 2116145.13
Et 007 692205.76 2116147.99
E1006 692176.08 2116081.29
SCALE: 1"=50'
0 25 50
WETLAND, STREAM AND RIPARIAN BUFFER IMPACT SURVEY
OF
60' CITY OF RALEIGH SANITARY SEWER EASEMENT
FOR
CITY OF RALEIGH SWIFT CREEK SANITARY SEWER
DATE: MAY 27, 2008 SCALE: 1" = 50'
PANTHER BRANCH WAKE COUNTY NORTH CAROLINA
BUFFER ..
LEGEND
® ZONE 1 BUFFER
IMPACT AREA
ZONE 2 BUFFER
IMPACT AREA
F1031 WETLAND FLAG
FCOPS FEATURE CONTINUES
OFF PROJECT SITE
PROJECT # : 00592-0030
PROJ. SVYR RLL
DRAWN BY ; CAM
FIELD BK.: -
COMP, FILE VWI01-05920030.drg
SHEET # ; i OF 1
DWG. # . R.1.1.2.042
IMPACT EXHIBIT
I. ROBIN L. LEE, PLS L-3759, CERTIFY THAT THIS MAP WAS
DRAWN UNDER MY SUPERVISION FROM AN FIELD SURVEY MADE 4
UNDER MY SUPERVISION; THIS MAP DOES NOT CONFORM TO G.S.
47-30, AND IS NOT INTENDED FOR RECORDATION. DATES OF
SURVEY WERE PERFORMED FROM JUNE 2006 TO AUGUST 2006.
?aµee.ea??a?a
as
ROBIN L. LEE, PLS L-3759 DAT ," 4g
NEUSE RIVER BUFFER IMPACT
STREAM ZONE 1 ZONE 2 STREAM
IMPACT STREAM
WIDTH
SQ FT SQ FT LF LF
N/A 0 1,503 0 0
0EAL
L-37%
ieea ?4'i00
rn
00
0 I-
Q O
Z U)
D (?
0?
U
Z
`.._` `._.,___- C/L OF SWIFT CREEK
\ IS PROPERTY LINE
N/F `•
INDIAN CREEK OVERLO0k••' \
HOME OWNERS ASSOCIATION'`-. \\ ?_I
BM 1996 PG. 404"?. v i
DB 6903 PG. 379
PIN: 1619-62-8136 `•
PROPOSED FORCE MAIN
am l ytlo t U. 4U4
DB 6903 PG. 379
PIN: 1619-62-8136
-- l PROPERTY LINE

y
RA D F0- o SWIFT-/
CREEK
SITE*
ac
z
0
z INDIAN
TEN RD. m CREEK TRAIL
---VICINITY MAP
(NOT TO SCALE)
WETLAND
COORDINATE TABLE
FLAG
y NORTHING EASTING
D1DO1 692171.91 2117019.02
D1002 692158.26 2117009.90
D1003 692130.28 2116971.38
D1004 692100.04 2116897.58
D1005 692089.38 2116883.18
D1006 692079.21 2116865.07
D1007 692074.39 2116843.08
D1008 692059.60 2116823.64
D1009 692048.14 2116801.64
D1010 692035.17 2116783.03
D1011 692034.37 2116758.40
D1012 692039.43 2116721.02
D1013 692049.91 2116689.89
D1014 692056.21 2116718.45
D1015 692053.02 2116740.97
D1016 692049.21 2116760.75
D1017 692063.06 2116801.33
D1018 692092.94 2116837,10
D1019 692118.34 2116872.93
D1020 692138.90 2116904.89
D1021 692145.72 2116939.63
D1022 692163.19 2116977.63
D1023 692168.65 2116989.31
D1024 692176.81 2117001.03
D1025 692186.61 2117017.46

I
I
NOTES:
1. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND MEASUREMENTS IN U.S. SURVEY FEET.
2. WETLANDS FLAGS AND OTHER ITEMS SHOWN WERE FIELD LOCATED BY McKIM & CREED.
3. THE COORDINATES SHOWN ON THIS PLAT ARE GROUND COORDINATES LOCALIZED
AROUND AN NCGS MONUMENT, "CRUMPLER" NC GRID COORDINATES OF N 691594.17
FEET, E 2114371.25 FEET (NAD 83-NSRS-07). THESE GRID COORDINATES WERE DERIVED
BY VRS (VIRUAL REFERENCE STATION) GPS USING DUAL FREQUENCY RECEIVER. THIS
METHOD RESULTS IN NAD 83 (NSRS 07) POSITIONS AND NAVD 88.(MSL) ELEVATIONS
USING THE CONTINUOUSLY OPERATING STATIONS MAINTAINED BY NORTH CAROLINA
GEODETIC SURVEY. THE COMBINED FACTOR USED FOR LOCALIZATION WAS 0.99988778.
4. WETLANDS AND STREAMS WERE DELINEATED BY Froehling & Robertson, Inc.
5, TOP OF STREAM BANK AND SHORELINE WAS DELINEATED BY McKIM AND CREED, P.A.
44???NIFM4&OUMD
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]

LINE TABLE
LINE BEARING LENGTH
L30 S49'01'41 "E 23.84
L31 567'43'05"W 46.37
L32 553'29'26"W 2.98
L33 N77'42'19"W 39.58
L34 N54'39'46"E 20.13
L35 N57'15'08"E 35.50
L36 N77'42'19"E 20.15
, i
1

_ar
SCALE: ]"=50'
0 25 50
WETLAND, STREAM AND RIPARIAN BUFFER IMPACT SURVEY
OF
60' CITY OF RALEIGH SANITARY SEWER EASEMENT
FOR
CITY OF RALEIGH SWIFT CREEK SANITARY SEWER
I
Internet Site: http://www,mckimcree-a DATE: MAY 27, 2008
m PANTHER BRANCH WAKE
SCALE: 1" = 50'
NORTH CAROLINA

LEGEND
® ZONE 1 BUFFER
IMPACT AREA
ZONE 2 BUFFER
` IMPACT AREA
F1031 WETLAND FLAG
FCOPS FEATURE CONTINUES
OFF PROJECT SITE
PROJECT # : 00592-0030
PROJ. SVYR : RLL
DRAWN BY : CAM
FIELD BK. : -
COMP. FILE : VWIOI-05920030.dwg
SHEET g : I OF 1
DwG. # : 8.1.1.2.042
I, ROBIN L. LEE, PLS L-3759, CERTIFY THAT THIS MAP WAS
DRAWN UNDER MY SUPERVISION FROM AN FIELD SURVEY MADE
UNDER MY SUPERVISION; THIS MAP DOES NOT CONFORM TO G.S.
47-30, AND IS NOT INTENDED FOR RECORDATION. DATES OF
SURVEY WERE PERFORMED FROM JUNE 2006 TO AUGUST 2006..
ROBIN L. LEE, PLS L-3759 DA
NEUSE RIVER BUFFER IMPACT
STREAM ZONE 1 ZONE 2 STREAM
IMPACT STREAM
WIDTH
SQ FT SQ FT LF LF
N/A 0 1,432 0 0

t
SANITARY SEWER EASEMENT
PROPOSED 60' CITY OF RALEIG7MAIN
1
1
t
`I 1
t
t
PROPOSED FOR'
1
t
1 '
1
10' RY
CO
NSTRUCTION EASEMENT
t
t
1
PROPERTY LINE
N /F
BANNISTER AND GLOVER
PROPERTIES, LLC.
BM 1996 PG. 404
DB 6903 PG. 375
PIN: 1619-61-4801
t
1 t
t
t
t
1
1
4
t
1
5
1
t
1

r
r
r
r
r
r
r
r
r
r
r
IMPACT EXHIBIT
5
a?
V,'"".'- L
L7
+' L
ona?rceere9
co
0 ?
Q O
z
bo
Ll Ul
?z
-? 1
? 1 I
' i
J
?i
i
ul, DWQ SWIFT CREEK
+ i? NRRB SWIFT CREEK
RA ID RD-' SWIFT r
CREEK
SI TES'
m
Q:
2
O
z
TEN R? F
VICINITY MAP
(NOT TO SCALE
y
TRAIL
is
01- t! N /F
INDIAN CREEK OVERLOOK
+ HOME OWNERS ASSOCIATION
+ BM 1996 PG. 404
+ `'t DS 6903 PG. 379
++ PIN: 1619-62-8136
+ t
\---C/L OF SWIFT CREEK
+
4 \ \
t O :\
t ?
1 ?9G ••\
t .?
1 't ^?
\ ? t ! \
t 4L ,
` V `
? It •\
t •\
? i
1
:` •1
,t
1 •\
i ?

1. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND MEASUREMENTS IN U.S. SURVEY FEET.
2. WETLANDS FLAGS AND OTHER ITEMS SHOWN WERE FIELD LOCATED BY McKIM & CREED.
3. THE COORDINATES SHOWN ON THIS PLAT ARE GROUND COORDINATES LOCALIZED
AROUND AN NCGS MONUMENT, "CRUMPLER" NC GRID COORDINATES OF N 691594.17
FEET, E 2114371.25 FEET (NAD 83-NSRS-07). THESE GRID COORDINATES WERE DERIVED
BY VRS (VIRUAL REFERENCE STATION) GPS USING DUAL FREQUENCY RECEIVER. THIS
METHOD RESULTS IN NAD 83 (NSRS 07) POSITIONS AND NAVD 88 (MSL) ELEVATIONS
USING THE CONTINUOUSLY OPERATING STATIONS MAINTAINED BY NORTH CAROLINA
GEODETIC SURVEY. THE COMBINED FACTOR USED FOR LOCALIZATION WAS 0.99988778.
4. WETLANDS AND STREAMS WERE DELINEATED BY Froehling & Robertson, Inc.
5. TOP OF STREAM BANK AND SHORELINE WAS DELINEATED BY McKIM AND CREED, P.A.
4jje? ]MRICIM& C D
1730 Vorsity Drive, Suite 500
Raleigh, North Corolino 27606
Phone: [phone], Fox: [phone]
Internet Site: http://www.mckimcreed.com
VE`E LANDS AND S-l
SCALE: 1 50'
0 25 50
WETLAND. STREAM AND RIPARIAN BUFFER IMPACT SURVEY
OF
60' CITY OF RALEIGH SANITARY SEWER EASEMENT
FOR
CITY OF RALEIGH SWIFT CREEK SANITARY SEWER
DATE: MAY 27, 2008 SCALE. 1" = 50'
PANTHER BRANCH WAKE COUNTY NORTH CAROLINA
LEGEND
® ZONE 1 BUFFER
IMPACT AREA
+ ZONE 2 BUFFER
IMPACT AREA
.F1031 WETLAND FLAG
FCOPS FEATURE CONTINUES
OFF PROJECT SITE
PROJECT : 00592-0030
PROD. SVYR RILL
DRAWN BY : CAM
FIELD BK. -
COMP, FILE : VMOI-0592003Qdrg
SHEET y : 1 OF 1
DWG. y : 8.1.1.2.042

I, ROBIN L. LEE, PLS L-3759, CERTIFY THAT THIS MAP WAS
DRAWN UNDER MY SUPERVISION FROM AN FIELD SURVEY MADE
UNDER MY SUPERVISION; THIS MAP DOES NOT CONFORM TO G.S.
47-30, AND IS NOT INTENDED FOR RECORDATION. DATES OF
SURVEY WERE PERFORMED FROM, JUNE 2006 TO AUGUST 2006.
ROBIN L. LEE, PLS L-3759 D TE
NEUSE RIVER BUFFER IMPACT
STREAM ZONE 1 ZONE 2 STREAM
IMPACT STREAM
WIDTH
SQ FT SQ FT LF LF
A 2,498 1,663 40 17
r
l
A17
IMPACT EXHIBIT
6
g?ng8•i2 k?sry
Ito!
y N
?. SF?L
L-375%
A
4i
`O
?'Qi?wau>tia9°°°
PROPOSED 60' CITY OF RALEIGH
SANITARY SEWER EASEMENT
A16 N/F .` ?.
-? A14 A13 INDIAN CREEK OVERLOOK
HOME OWNERS ASSOCIATION
A15
BM 1987 PG. 270 \
All A10 DB 5555 PG. 661
PIN: 1619-70-3846 \
A12 A9
10' TEMPORARY
A8 CONSTRUCTION EASEMENT ?N)
II
I
A7 eU?FR I I
?..,I
BUF?,fR ? ?VF ? I `.
I
N/F DWQ A IONF I? ?? !
INDIAN CREEK OVERLOOK NRRB A Tpp
HOME OWNERS ASSOCIATION
BM 1988 PG. 710 q OFe4Nk I
DB 5555 PG. 661 TOp I
PIN: 1619-70-1651 OP
11
I CLEARING LIMITS
I
+
vgNk
WETLAND COORDINATE TABLE
Al 690615.51 2117577.24
A2 690614.30 2117565.87
A3 690608.30 2117541.48
A4 690594.44 2117522,47
A5 69060.4.06 2117472.73
A6 690636.25 2117396.29
A7 690684.36 2117385.36
A8 690707.26 2117362.94
A9 690714.98 2117325.47
A10 690729.80 2117303.56
All 690731.25 2117278.00
A12 690726.59 2117267.39
A13 690745.96 2117257.60
A14 690749.78 2117237.37
A15 690747.93 2117218.52
A16 690754.15 2117211.82
A17 690748.44 2117190.56
`?? ?R10NF
`. /
BUF'r,FR `?I
+
I I
PROPOSED FORCE MAIN--V
I
I
I
PROPERTY LINE •- i /
I
1. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND MEASUREMENTS IN U.S. SURVEY FEET.
2. WETLANDS FLAGS AND OTHER ITEMS SHOWN WERE FIELD LOCATED BY MCKIM & CREED.
3. THE COORDINATES SHOWN ON THIS PLAT ARE GROUND COORDINATES LOCALIZED
AROUND AN NCGS MONUMENT, "CRUMPLER" NC GRID COORDINATES OF N 691594.17
FEET, E 2114371.25 FEET (NAD 83-NSRS-07). THESE GRID COORDINATES WERE DERIVED
BY VRS (VIRUAL REFERENCE STATION) GPS USING DUAL FREQUENCY RECEIVER. THIS
METHOD RESULTS IN• NAD 83 (NSRS 07) POSITIONS AND NAVD 88 (MSL) ELEVATIONS
USING THE CONTINUOUSLY OPERATING STATIONS MAINTAINED BY NORTH CAROLINA
GEODETIC SURVEY. THE COMBINED FACTOR USED FOR LOCALIZATION WAS 0.99988778.
4. WETLANDS AND STREAMS WERE DELINEATED BY Froehling & Robertson, Inc.
5. TOP OF STREAM BANK AND SHORELINE WAS DELINEATED BY MCKIM AND CREED, P.A.
?
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
+ i•
Internet Site: http://www,mckimcreed.com
+ +
++
+ i

N Q
RA1yp RD SWIFT
CREEK
SITE*
Z
0
z Al?
TEN T-- E- ? m CREE
VICINITY MAP
(NOT TO SCALE)
y
TRAIL
i
I I
i i
I
i
i I
i i
I
r
i I
i '
I
i i .

t

j
i
I
I
i
i
I
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i
I r
i 1
I
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I j

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I '<
\0"
?
I
i Al
Vp
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GG

?r

LANDS AND 8-1 ORMft'V.iTtrt EPAINC!
SCALE: 1"=50'
0 25 50
WETLAND, STREAM AND RIPARIAN BUFFER IMPACT SURVEY
OF
60' CITY OF RALEIGH SANITARY SEWER EASEMENT
FOR
CITY OF RALEIGH SWIFT CREEK SANITARY SEWER
DATE: MAY 27, 2008 SCALE: 1" m 50'
PANTHER BRANCH WAKE COUNTY NORTH CAROLINA
M
00
0 I\
Q 0
z?
rr z
0
Z
LEGEND
® ZONE 1 BUFFER
IMPACT AREA
ZONE 2 BUFFER
` IMPACT AREA
F1031 WETLAND FLAG
FCOPS FEATURE CONTINUES
OFF PROJECT SITE
PROJECT B : 00592-0030
PROJ. SVYR RILL
DRAWN BY CAM
FIELD BK.: -
COMP. FILE : MOI-05920030.dwg
SHEET y : 1 OF 1
DWG. B : R.1.1.2.042