20090531 Ver 1_401 Application_20090509

Scheller, Roberto
From: Dunn, Maria T.
Sent: Tuesday, May 26, 2009 11:02 AM
To: Scheller, Roberto
Subject: Craven Co. X401
Roberto;
I have reviewed the Express 401 notice and have discussed the basin lining, proposed maintenance activities, and
hydrological impacts to adjacent wetlands with you. NCWRC does not have concerns with the project and proposed and
has no further comment.
If you need anything additional, please let me know.
Maria
Maria T. Dunn, NC Permit Coordinator
North Carolina Wildlife Resources Commission
943 Washington Square Mall, Washington, NC 27889
[phone] / www,ncwildlife.org
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties.
Email cofrospondonce to and from this sender is subject to the N_(;. Public Records Law and may be disclosed to third parties,
of WATE9 Office Use Only:
i"Ay q ! 2 2009 Corps action ID no.
o < DWQ project no. ©q 0153 1
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 ? Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 39 or General Permit (GP) number: 3402
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 i?ll0
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below. ® Yes ? No
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ? Yes ® No
2. Project Information
2a. Name of project: SEWER SERVICE TO TOWNSHIP 7 - EQUALIZATION BASIN
2b. County: CRAVEN
2c. Nearest municipality / town: NEW BERN
2d. Subdivision name: N/A
2e. NCDOT only, T.I.P. or state
project no: N/A
3. Owner Information
3a. Name(s) on Recorded Deed: CITY OF NEW BERN
3b. Deed Book and Page No. DB 1900, PG 133 / DB 2656, PG 844
3c. Responsible Party (for LLC if
applicable): Waltet B. Hartman (City Manager)
3d. Street address: 300 Pollock St. (P.O. Box 1129)
3e. City, state, zip: New Bern, NC 28563
3f. Telephone no.: [phone]
3g. Fax no.: [phone]
3h. Email address: hartmanb @ newbern-nc.org
Page I of 11
PCN Form - Version 1.3 December 10, 2008 Version
4. Applicant Information (if different from owner)
4a. Applicant is: ? Agent ® Other, specify: Owner
4b. Name:
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name: John D. Poetzsch, P.E.
5b. Business name
(if applicable): Rivers and Associates, Inc.
5c. Street address: 6131 Falls of Neuse Rd., Suite 300
5d. City, state, zip: Raleigh, NC 27609
5e. Telephone no.: [phone]
5f. Fax no.: [phone]
5g. Email address: [e-mail]
Page 2 of 11
PCN Form - Version 1.3 December 10, 2008 Version
B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): 7-108-016 / 7-108-043
Latitude: 35.068889 Longitude: -
1 b. Site coordinates (in decimal degrees): 77.030556
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size: 4.834 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to Scotts Creek
proposed project:
2b. Water Quality Classification of nearest receiving water: SC;Sw;NSW
2c. River basin: Neuse
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The Equalization Basin site is located in Craven County in the Town of New Bern, West of U.S. Highway 70 and East of
Craven County Regional Airport between Airport Road and West Grantham Road. The site is bounded by U.S. Highway
70 on the East, a Wastewater treatment lagoon to the north, and light industrial facilities to the West and South. The site
was formerly a soils borrow area.
3b. List the total estimated acreage of all existing wetlands on the property:
2.26 arces
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
225
3d. Explain the purpose of the proposed project:
The construction of an Equalization basin for Waste Water Treatment Plant 7
3e. Describe the overall project in detail, including the type of equipment to be used:
The Equalization Basin consists of:
• Approximately 900 I.f. of 12" force main.
• Approximately 860 I.f. of 16" force main.
• A bar screen and de-grit facility and pump station.
• A gravel entrance and maintenance pad.
• Two equalization basins composed of excavated ponds with perimeter soil berms which will be built above the existing
ground surface. The basins will have a combined impoundment area of 0.82 acres and will have an interior geosynthetic
liner.
The type of equipment used will include: backhoes, bulldozers, and trenchers.
Page 3 of 11
PCN Form - Version 1.3 December 10, 2008 Version
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past?
Yes No
® ? ? Unknown
Comments: Field Representative Tracey Wheeler has made
an on-site determination. Official delineation map has been
submitted to the Washington Field Office for execution.
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): Tracey Wheeler, USCOE Field Rep. Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
Official delineation map has been submitted to the Washington Field Office for execution.
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.
6. Future Project Plans
6a. Is this a phased project? ? Yes ® No
6b. If yes, explain.
Page 4 of 11
PCN Form - Version 1.3 December 10, 2008 Version
C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
® Wetlands ? Streams - tributaries ? Buffers
? Open Waters ? Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a. 2b. 2c. 2d. 2e. 2f.
Wetland impact Type of jurisdiction
number - Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact
Permanent (P) or (if known) DWQ - non-404, other) (acres)
Temporary T
W1 ®P ? T Fill Headwater ? Yes
® No ® Corps
? DWQ 0.32
W2 ? P ? T ? Yes ? Corps
? No ? DWQ
W3 ? P ? T ? Yes ? Corps
? No ? DWQ
W4 ? P ? T ? Yes ? Corps
? No ? DWQ
W5 ? P ? T ? Yes ? Corps
? No ? DWQ
W6 ? P ? T ? Yes ? Corps
? No ? DWQ
29. Total wetland impacts 0.32
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a. 3b. 3c. 3d. 3e. 3f. 3g.
Stream impact Type of impact Stream name Perennial Type of jurisdiction Average Impact
number - (PER) or (Corps - 404, 10 stream length
Permanent (P) or intermittent DWQ - non-404, width (linear
Temporary (T) (INT)? other) (feet) feet)
S1 ? P ? T ? PER ? Corps
? INT ? DWQ
S2 ? P ? T ? PER ? Corps
? INT ? DWQ
S3 ? P ? T ? PER ? Corps
? INT ? DWQ
S4 ? P ? T ? PER ? Corps
? INT ? DWQ
S5 ? P ? T ? PER ? Corps
? INT ? DWQ
S6 ? P ? T ? PER ? Corps
El INT ?DWQ
3h. Total stream and tributary impacts
3i. Comments:
Page 5of11
PCN Form - Version 1.3 December 10, 2008 Version
4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a. 4b. 4c. 4d. 4e.
Open water Name of waterbody
impact number - (if applicable) Type of impact Waterbody type Area of impact (acres)
Permanent (P) or
Temporary T
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. 5b. 5c. 5d. 5e.

Pond ID
Proposed use or purpose Wetland Impacts (acres) Stream Impacts (feet) Upland

b (acres)
num
er 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:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, the n 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 ?Yes
? No
B2 ?P?T ?Yes
? No
B3 ?P?T ?Yes
? No
6h. Total buffer impacts
6i. Comments:
Page 6 of 11
PCN Form - Version 1.3 December 10, 2008 Version
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The basin was sited to the eastern portion of the site and configured to minimize wetlands impact.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Silt fence will be placed to avoid contact with unimpacted wetlands.
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: n/a
3b. Credits Purchased (attach receipt and letter) Type n/a Quantity n/a
3c. Comments: n/a
4. Complete if Making a Payment to In-lieu Fee Program
4a. Approval letter from in-lieu fee program is attached. ? Yes "I pgec4l?,SS
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 acres
4f. Non-riparian wetland mitigation requested: 0.22 acres
4g. Coastal (tidal) wetland mitigation requested: 0 acres
4h. Comments: n/a
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.
n/a
Page 7 of 11
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 n/a n/a 3 (2 for Catawba) n/a
Zone 2 n/a n/a 1.5 n/a
6f. Total buffer mitigation required: n/a
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).
n/a
6h. Comments: n/a
Page 8 of 11
PCN Form - Version 1.3 December 10, 2008 Version
E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1 a. Does the project include or is it adjacent to protected riparian buffers identified ? Yes ® No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
? Yes No
?
Comments:
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project? 3.19%
2b. Does this project require a Stormwater Management Plan? ? Yes ® No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why: Impervios area is below threshold.
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
? Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan? ? DWQ Stormwater Program
? DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project?
? Phase II
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 9 of 11
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: n/a
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 the Equalization Basin is to correct deficiencies in the Township 7 sanitary sewer system. This project is
not intended to induce growth; it is intended to increase the efficiency of the system for currently allocated demands by
attenuating the daily flows. This project lies within a Coastal County and therefore is subject to DWQ Coastal Stormwater
rules which should eliminate the need for additional regulatory measures if any unintended growth from this project were
to occur.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
N/A
Page 10 of 11
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?
?
Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted.
? Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
NC Natural Heritage website and the USFWS website.
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?
On-site determination.
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?
On-site determination
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain? ? Yes ® No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination? DFIRM Panel #5488
Walter B. Hartman
City Manager April 17, 2009
City of New Bern J?
Applicant/Agent's Signature Date

Applicant/Agent's Printed Name (Agent's signature is valid only if an authorization letter from the applicant
is provided.)
Page 11 of 11
PCN Form - Version 1.3 December 10, 2008 Version

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AGENT AUTHORIZATION FORM
PROJECT: Sewer Service to Township 7
PROPERTY LEGAL DESCRIPTION:
PARCEL NO. 7-108-043
DEED BOOK 2656 PAGE NO. 844
STREET ADDRESS:
Old Airport Road,
New Bern, North Carolina
PROPERTY OWNER: City of New Bern
CONTACT: David Muse, PE (City Engineer)
The undersigned, registered property owner of the above noted property, do hereby authorize
John D. Poetzch, P.E. , of Rivers & Associates, Inc.
(Contractor / Agent) (Name of Consulting Firm)
To act on my behalf and take all actions necessary for the processing, issuance and acceptance of
USCOE and NCDENR environmental permits or certifications and any and all standard and special
conditions attached for the above named project.
PROPERTY OWNER'S ADDRESS (If different than property above):
300 Pollock Street, New Bern, North Carolina 28563
Telephone: (252) 636 - 4057
I hereby certify the above information submitted in this application is true and accurate to the best of
my knowledge.
Authorized Signature
Walter B. Hartman / City Manager
Printed Name / Title
Date: 4 L ft (0 9
STORMWATER NARRATIVE
FOR
SEWER SERVICE TO TOWNSHIP 7
CITY OF NEW BERN, CRAVEN COUNTY, NORTH CAROLINA
May 3, 2009
Prepared by:
Rivers and Associates, Inc.
City of New Bern, Sewer Service to Township 7 consists of:
1. Highway 70/Thurman Road force main. 19,728 linear feet of 16" Force Main from
New Bern Waste Water Treatment Plant 7 along US Highway 70 and Thurman
Road to Old Airport Road.
2. Walt Bellamy Drive/S. Front Street force main
3. Equalization Basin.
HIGHWAY 70/THURMAN ROAD FORCE MAIN:
1. General Information
a. Name of Project: SEWER SERVICE TO TOWNSHIP 7 - Highway 70/Thurman
Road Force Main
b. Address: US Highway 70 and Thurman Road - From Wastewater treatment
plant #7 to Old Airport Road, City Of New Bern, Craven County, North
Carolina
c. Acres in Tract: N/A
d. Acres Being Disturbed: 8.12 acres
e. Acres in Wetlands: 0 acres (0 acres impacted)
f. Ownership information From NC Secretary of State Website: N/A
g. Description of Development Proposal:
The Highway 70/Thurman Road force main consists of:
• The installation 19,728 linear feet of 16" force main.
• 210 I.f. Jack and Bore under the Norfolk Southern Railway at New Bern
Waste Water Treatment Plant 7.
• 210 I.f. Jack and Bore under the Norfolk Southern Railway at Thurman
Road.
0 120 I.f. Jack and Bore under Grantham Road.
• 45 I.f. Jack and Bore under Garner Road.
• 142 I.f. Jack and Bore under Taberna Way
• 120 I.f. Jack and Bore under Gables Road.
• 30 I.f. Jack and Bore under stream at intersection of Waterscape Way
and Thurman Road.
• 340 I.f. Directional bore under stream (Station 106+85 to Station
110+25).
• 440 I.f. Directional bore under stream (Station 128+60 to Station
133+00).
• 250 I.f. Directional bore under stream (Station 144+37 to Station
146+95).
0 383 I.f. Directional bore under access drives at the intersection of US
Highway 70 and Thurman Road.
• Various 5' wide open cut crossings of access drives along the route,
requiring the removal and replacement of asphalt, concrete and gravel
drives.
i. Previous or existing Permits: None
ii. Tax Panel ID Number: N/A
h. Pre-built upon area: N/A
i. Phasing: N/A
j. Waste Water Treatment & Water Supply: No waste water treatment is required. No
water service is required.
k. Historic sites & Public Funding
i. This project is not a historic site.
ii. This project is funded with public money.
1. Non-Compliance issues: There are no Non-Compliance issues with DENR
Agencies.
2. Stormwater Information:
a. River Basin, Stream Classification and Index Number:
i. River Basin: Neuse
ii. Closest Water Body:
1. Scotts Creek
Classification: SC; Sw; NSW
Index Number: 27-(96)
2. Brice Creek
Classification: C; Sw; NSW
Index Number: 27-101-40-(1)
b. This project is a Municipal wastewater project.
c. Proposed Total % Impervious Surface: There will be no change to existing
impervious area along the force main route.
d. Number of Proposed Treatment measures, Type(s) of Collection System: 0
e. Will all Built Upon Area Be Collected: No
f. Identify Whether or Not the Project Has Buffer Requirements & Whether or Not
Development Is Proposed Within A Buffer: There are 5 buffered streams along
the force main route. There will be no stream buffer impacts with this project.
All buffered streams will be crossed below the steam bed and buffers with
directional boring or jack and bore methods.
g. Discuss Coastal Management Areas of Environmental Concern When Applicable:
N/A
h. Disclose Whether or Not Off-Site Runoff Is Coming Onto The Site or Into The
Proposed BMP: Runoff from the adjacent roadways cross the force main route
to roadway swales or adjacent property. There are no proposed BMP's
i. Discuss Whether Road Construction Across Other property Is Necessary To
Access This Project: There is no proposed road construction for this project.
j. If An On-site Evaluation Of Soils Has Been Done, Discuss Infiltration Rates,
Seasonal High Water Table, etc., and Include Date Of Site Evaluation: No on-site
evaluation of soils was performed for this project
WALT BELLAMY DRIVE/S. FRONT STREET FORCE MAIN:
1. General Information
a. Name of Project: SEWER SERVICE TO TOWNSHIP 7 -Walt Bellamy Drive/Front
Street Force Main
b. Address: Walt Bellamy Drive and Front Street - From Norwood Street to Eden
Street, City Of New Bern, Craven County, North Carolina
c. Acres in Tract: N/A
d. Acres Being Disturbed: 0.24 acres
e. Acres in Wetlands: 0 acres (0 acres impacted)
f. Ownership information From NC Secretary of State Website: N/A
g. Description of Development Proposal:
The Walt Bellamy Drive/S. Front Street force main consists of:
• The installation 2,014 linear feet of 8" force main.
• The removal and replacement of 5' wide strip of asphalt roadway for
open cut installation along Walt Bellamy Drive and S. Front Street.
• The removal and replacement of incidental concrete curbing
associated with the open cut installation of the force main.
• The construction of a new 4' diameter doghouse manhole.
i. Previous or existing Permits: None
ii. Tax Panel ID Number: N/A
h. Pre-built upon area: N/A
i. Phasing: N/A
j. Waste Water Treatment & Water Supply: No waste water treatment is required. No
water service is required.
k. Historic sites & Public Funding
i. This project is not a historic site.
ii. This project is funded with public money.
1. Non-Compliance issues: There are no Non-Compliance issues with DENR
Agencies.
2. Stormwater Information:
a. River Basin, Stream Classification and Index Number:
i. River Basin: Neuse
ii. Closest Water Body:
Lawson Creek
Classification: SC; Sw; NSW
Index Number: 27101-42
b. This project is a Municipal wastewater project.
c. Proposed Total % Impervious Surface: There will be no change to existing
impervious area along the force main route.
d. Number of Proposed Treatment measures, Type(s) of Collection System: 0
e. Will all Built Upon Area Be Collected: Yes - existing collection system
f. Identify Whether or Not the Project Has Buffer Requirements & Whether or Not
Development Is Proposed Within A Buffer: There are no buffered streams along
the force main route. There will be no stream buffer impacts with this project.
g. Discuss Coastal Management Areas of Environmental Concern When Applicable:
N/A
h. Disclose Whether or Not Off-Site Runoff Is Coming Onto The Site or Into The
Proposed BMP: The majority of this force main is constructed within the
pavement of existing asphalt roadways. There are no proposed BMP's
i. Discuss Whether Road Construction Across Other property Is Necessary To
Access This Project: There is no requirement for road construction across
other property for this project.
j. If An On-site Evaluation Of Soils Has Been Done, Discuss Infiltration Rates,
Seasonal High Water Table, etc., and Include Date Of Site Evaluation: No on-site
evaluation of soils was performed for this project
EQUALIZATION BASIN:
General Information
a. Name of Project: SEWER SERVICE TO TOWNSHIP 7 - EQUALIZATION BASIN
b. Address: Old Airport Road, City Of New Bern, Craven County, North Carolina
c. Acres in Tract: 4.834 acres
d. Acres Being Disturbed: 2.55 acres
e. Acres in Wetlands: 2.26 acres (0.33 acres impacted)
i. Tracey Wheeler, USCOE Field Rep. met with Ben Williams of Rivers
and Associate, Inc. on May 1, 2008 and made an on-site determination
of wetlands.
ii. Official delineation map has been submitted to Washington Field
Office for execution (map is attached).
iii. Wetlands impact permits from Corps & DWQ have been applied for.
f. Ownership information From NC Secretary of State Website: N/A
g. Description of Development Proposal:
The proposed Equalization basin will be constructed adjacent to an existing
wastewater treatment facility. The project consists of:
• approximately 945 I.f. of 12" force main
• approximately 835 I.f. of 16" force main
• a bar screen and de-grit facility and pump station
• approximately 4,543 sq.ft. of gravel entrance and maintenance pad
• approximately 1,305 I.f. of fencing
• two equalization basins composed of excavated ponds with perimeter
soil berms which will be built above the existing ground surface. The
basins will have a combined impoundment area of 0.82 acres and will
have an interior geosynthetic liner.
i. Previous or existing Permits: None
ii. Tax Panel ID Number: 7-108 -043
h. Pre-built upon area: N/A
i. Phasing: N/A
j. Waste Water Treatment & Water Supply: No waste water treatment is required.
Water will be supplied as re-use water from the adjacent waste water
treatment plant.
k. Historic sites & Public Funding
i. This project is not a historic site.
ii. This project is funded with public money.
1. Non-Compliance issues: There are no Non-Compliance issues with DENR
Agencies.
2. Stormwater Information:
a. River Basin, Stream Classification and Index Number:
i. River Basin: Neuse
ii. Closest Water Body: Scotts Creek
Classification: SC; Sw; NSW
Index Number: 27-(96)
b. This project is a Municipal wastewater project.
c. Proposed Total % Impervious Surface: 3.19%
d. Number of Proposed Treatment measures, Type(s) of Collection System: 0
e. Will all Built Upon Area Be Collected: No
f. Identify Whether or Not the Project Has Buffer Requirements & Whether or Not
Development Is Proposed Within A Buffer: There is a buffered stream along the
extreme western boundary. There is no development within a buffer on this
site.
g. Discuss Coastal Management Areas of Environmental Concern When Applicable:
N/A
h. Disclose Whether or Not Off-Site Runoff Is Coming Onto The Site or Into The
Proposed BMP: The properties to the south drain onto the site and then via
sheet flow to the stream on the western boundary. There are no proposed
BMP's
i. Discuss Whether Road Construction Across Other property Is Necessary To
Access This Project: There is no proposed road construction for this project.
j. If An On-site Evaluation Of Soils Has Been Done, Discuss Infiltration Rates,
Seasonal High Water Table, etc., and Include Date Of Site Evaluation:
• The On-site evaluation is dated November 16, 2007
• Beneath the 4 to 12 inches of topsoil possible fill and /or natural soils
were generally encountered. Possible fill material was encountered at
the northeast corner of the site to a depth of approximately 1.5 feet.
The fill soil appears to be primarily silty clay (CL) with a trace of fine
sand. Standard penetration tests indicated a firm consistency.
Possible fill appeared relatively dry based on observations. Natural
soils were encountered below the fill material and below the topsoil
across the remaining site area. Natural soils consist of sandy and
clayey silts (ML-MH), sandy and silty clays (CL,CH), and silty and
clayey sands (SM and SC). Standard penetration tests indicated very
soft to very stiff consistencies for silts and clays and very loose to
loose relative densities for sands. Natural soils were typically moist to
wet based on visual observation.
• Groundwater was observed at typical ranges from about 4 to 7 feet
below the existing ground surface.
• Infiltration rate analysis is not required for this project.
Under-drains have been proposed for the equalization basin. There are three under-
drains proposed an under-drain along two of the outer sides of the basins and an
under-drain along the middle between the basins. Each under-drain terminates in a
"dead end" manhole. The purpose of the under-drains is to monitor the groundwater
elevation under the basins for basin drain-down operations. If the groundwater was
above the bottom of the basin liner during drain-down the liner could possibly float.
Ideally the basin would only be emptied during dry periods when the groundwater
was below the bottom of the liner. Should a situation arise where the basin needed
to be emptied while the groundwater was above the bottom of the liner then the
under-drains would facilitate the lowering of the groundwater directly under the
basin. The Subsurface Exploration Report in the area of the basin indicates that the
soils from the surface to below the under-drain are Silty Clay soils. The minimum
anticipated frequency of basin emptying for cleaning and maintenance would be five
years. The maximum anticipated duration of the basin being empty would be one
week. Due to the nature of the soils and the frequency and the duration of drain-
down operations the impact to the adjacent wetlands would be negligible.
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LEGEND TO SOIL CLASSIFICATION AND SYMBOLS
SOIL TYPES CONSISTENCY OF COHESIVE SOILS
(Sh own in Graphic Log)
STD. PENETRATION
RESISTANCE
CONSISTENCY BLOWS/FOOT
Fill
k?i Very Soft 0 to 2
Soft 3 to 4
¦ Asphalt Firm 5 to 8
Stiff 9 to 15
Very Stiff 16 to 30
9 Concrete Hard 31 to 50
Very Hard Over 50
Topsoil
' RELATIVE DENSITY OF COHESIONLESS SOILS
Gravel
STD. PENETRATION
RESISTANCE
Sand RELATIVE DENSITY BLOWS/FOOT
?
Silt Very Loose 0 to 4
Loose 5 to 10
Medium Dense 11 to 30
Dense 31 to 50
? Clay Very Dense Over 50
® Organic
SAMPLER TYPES
(Shown in Samples Column)
Silty Sand
j Shelby Tube
Clayey Sand ® Split Spoon
Sandy Silt I Rock Core
? No Recovery
Clayey Silt
Sandy Clay TERMS
? Silty Clay Standard - The Number of Blows of 140 lb. Hammer Falling
Penetration 30 in. Required to Drive 1.4 in. I.D. Split Spoon
® Partially Weathered Resistance Sampler 1 Foot. As Specified in ASTM D-1588.
Rock REC - Total Length of Rock Recovered in the Core
? Cored Rock Barrel Divided by the Total Length of the Core
Run Times 100%
.
RQD - Total Length of Sound Rock Segments
Recovered that are Longer Than or Equal to 4"
(mechanical breaks excluded) Divided by the
WATER LEVELS Total Length of the Core Run Times 100%.
(Shown in Water Level Column)
SZ = Wate
1 = Wate r Level At Termination of Boring
r Level Taken After 24 Hours
= Loss of Drilling Water
S&ME
HC = Hole Cave ---
ENGINEERING TESTING
ENVIRONMENTAL SERVICES
i
i
PROJECT: Wastewater System Improvements
Craven County, North Carolina TEST BORING RECORD B-2
1051-07-442
NOTES: Boring location and elevation are approximate.
DATE DRILLED: 10/25/07 ELEVATION: 21.0 ft Standard penetration testing (SPT) performed with

DRILLING METHOD: 3-1W' HSA BORING DEPTH: 20.0 ft autohammer. Reported SPT results are uncorrected.
Dry @ TOB, 7.1' After 24
LOGGED BY: L. Raup WATER LEVEL: Hrs.
DRILLER: J. White DRILL RIG: CME-750

v J
w
LU
p
STANDARD PENETRATION TEST DATA
=
I
CL
(L o
MATERIAL DESCRIPTION
W J
Q
> w
(blows/ft)
N-value

10 20 30 60 80
Firm Tan and Brown Fine Sandy CLAY (CL), Dry
5
Firm Blue-Gray Silty CLAY (CH), Moist
16 2
5 .0
1 2
Loose to Very Loose Tan to Black Silty Fine SAND
(SM) With Trace Rock Pieces, Wet
1
0 11
10 .
1
1 6
0 2
5 .
Very Stiff Blue-Black Clayey SILT (ML), Wet
19
20 Boring terminated at 20 feet below existing ground 1.0
surface. Borehole was observed dry at termination of
boring. Groundwater was observed in borehole at a
O depth of 7.1 feet after 24 hours.
'Temporary Piezometer installed to 15 feet.
E
W
2 25
ca -4.0
n
'
n.
v
v

z 30 -9.0

z
a
0

a
NOTES:
1. THIS LOG IS ONLY A PORTION OF A REPORT PREPARED FOR THE
NAMED PROJECT AND MUST ONLY BE USED TOGETHER WITH
THAT REPORT.
2. BORING, SAMPLING AND PENETRATION TEST DATA IS IN GENERAL
ACCORDANCE WITH ASTM D-1566.
3. PENETRATION N-VALUE) IS THE NUMBER OF BLOWS OF 140 LB.
HAMMER FALLI G 301N. REQUIRED TO DRIVE 1.4 IN. I.D. SAMPLER
1 FT.
4. STRATIFICATION AND GROUNDWATER DEPTHS ARE NOT EXACT.
5. WATER LEVEL IS AT TIME OF EXPLORATION AND WILL VARY.
Page 1 of 1
S&ME
ENGINEERING • TESTING
ENVIRONMENTAL SERVICES
3201 Spring Forest Road
Raleigh, NC 27616
PROJECT: Wastewater System Improvements
Craven County, North Carolina TEST BORING RECORD B- 2A
1051-07-442
NOTES: Boring location and elevation are approximate.
DATE DRILLED: 10126107 ELEVATION: 23.0 ft Standard penetration testing (SPT) performed with

DRILLING METHOD: 3-1/4" HSA BORING DEPTH: 15.0 ft autohammer. Reported SPT results are uncorrected.
Dry @ TOB, 5.7' After 24
LOGGED BY: L. Raup WATER LEVEL: Hrs.
DRILLER: J. White DRILL RIG: CME-750
U > W W p STANDARD PENETRATION TEST DATA
a a o MATERIAL DESCRIPTION
w
_1 a.

w

(blows/ft)

N-value
V J W v
C7 < Z W
W
10 20 30 60 80

X Possible FILL: Firm Pink-Gray Fine Sandy Silty
CLAY (CL), Dry
Firm to Soft Tan-Gray to Blue-Gray Silty CLAY 4
(CH), Moist to Wet

1
- 2
5 .1 8.0
2
Very Soft Blue-Gray Clayey Fine Sandy SILT (ML),
Wet
13
0 1
10 .
Loose Yellow-Tan Silty Fine SAND (SM), Wet
8
0
8
15 Boring terminated at 15 feet below existing ground .
surface. Borehole was observed dry at termination of
boring. Groundwater was observed in borehole at a
depth of 5.7 feet after 24 hours.
20
0 3.0
0
W
s 25
-2.0
a
(7
N

Q
zz 30
-7.0

zz
a
0
U
W
of
NOTES:
1. THIS LOG IS ONLY A PORTION OF A REPORT PREPARED FOR THE
NAMED PROJECT AND MUST ONLY BE USED TOGETHER WITH
THAT REPORT.
2. BORING, SAMPLING AND PENETRATION TEST DATA IS IN GENERAL
ACCORDANCE WITH ASTM D-1586
3. PENETRATION ( -VALUE) IS THE NUMBER OF BLOWS OF 140 LB.
HAMMER FAW G 30 IN. REQUIRED TO DRIVE 1.4 IN. I.D. SAMPLER
1 FT.
4. STRATIFICATION AND GROUNDWATER DEPTHS ARE NOT EXACT
5. WATER LEVEL IS AT TIME OF EXPLORATION AND WILL VARY.
Page 1 of 1
S&ME
ENGINEERING • TESTING
ENVIRONMENTAL SERVICES
3201 Spring Forest Road
Raleigh, NC 27616
c
ILL
LL
i K
U.
6
L
n
I
v
C
a
c
a
v
z
a
C
C
c:
LL
i ?
I U,
PROJECT: Wastewater System Improvements
Craven County, North Carolina TEST BORING RECORD B- 3
1051-07.442
NOTES: Boring location and elevation are approximate.
DATE DRILLED: 10/26107 ELEVATION: 22.0 ft Standard penetration testing (SPT) performed with

DRILLING METHOD: 3-1/4" HSA BORING DEPTH: 15.0 ft autohammer. Reported SPT results are uncorrected.
Dry @ TOB, 6.8' After 24
LOGGED BY: L. Raup WATER LEVEL: Hrs.
DRILLER: J. White DRILL RIG: CME-750
U > W w p STANDARD PENETRATION TEST DATA
(L a?
w w
?- a 0
o
MATERIAL DESCRIPTION
af
w (L a
2 N (blows/ft) N-Value
p
c7
Q ¢ O
co Z w
w
10 20 30 .6.0.8.0.
.
TOPSOIL
Firm to Stiff Tan-Gray Silty CLAY (CH) With Trace
Root Hairs and Fine Sand, Moist 5
5 2
Very Soft Blue-Gray Clayey SILT (MH), Wet 17.0
1
1
Very Loose to Loose Blue-Gray to Tan-Gray Clayey
Fine SAND (SC), Wet
10 12
0 3
.
15 8
Boring terminated at 15 feet below existing ground 7.0
surface. Borehole was observed dry at termination of
boring. Groundwater was observed in borehole at a
depth of 6.8 feet after 24 hours.
*Temporary Piezometer installed to 15 feet.
20 2.0
I
25 -
I
1
I
-3.0
30
i -8.0
NOTES:
1. THIS LOG IS ONLY A PORTION OF A REPORT PREPARED FOR THE
NAMED PROJECT AND MUST ONLY BE USED TOGETHER WITH
THATREPORT.
2 BORING, SAMPLING AND PENETRATION TEST DATA /SIN GENERAL
ACCORDANCE WITH ASTM D-1586.
3. PENETRATIONV-VALUE) IS THE NUMBER OF BLOWS OF 140 LB.
HAMMER FAW G 301N. REQUIRED TO DRIVE 1.41N. I.D. SAMPLER
1 FT.
4. STRATIFICATION AND GROUNDWATER DEPTHS ARE NOT EXACT.
5. WATER LEVEL IS AT TIME OF EXPLORATION AND WILL VARY
Page 1 of 1
*S&ME
ENGINEERING - TESTING
ENVIRONMENTAL SERVICES
3201 Spring Forest Road
Raleigh, NC 27616
Page 1 of 1
John Poetzsch - EEP acceptance letter for City of New Bern Sewer Service to Township 7
From: "Williams, Kelly" <kelly.williamsgncdenr.gov>
To: "[e-mail]" <[e-mail]>,
"[e-mail]" <[e-mail]>
Date: 4/30/2009 10:31 AM
Subject: EEP acceptance letter for City of New Bern Sewer Service to Township 7
CC: "[e-mail]" <Tracey. L. [e-mail]>, "Dennison,
Laurie" <[e-mail]>
Good Morning:
EEP has agreed to provide the requested mitigation for the City of New Bern Sewer Service to Township 7
project as indicated in the attached acceptance letter.
Once the permits are issued, it's the applicant's responsibility to send copies to me so that I can prepare an
invoice. Invoices are based on the fee schedule in effect at the time permits are received by EEP. Invoices are
good for 60 days. Subsequent invoices will be based on the fee schedule in place at the time the new invoice is
generated. Fees are subject to change.
***In an effort to reduce costs, I am transmitting this electronically. If you prefer. I am haPPv to send the
acceptance letter by mail.
If you have any questions, please let me know.
Take care,
Kelly
Kelly Williams
NCEEP In-Lieu Fee Program Coordinator
919-716-1921 (Mon-Thurs)
1652 Mail Service Center
Raleigh, NC 27699-1652
Note new address: [e-mail]
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and
may be disclosed to third parties.
file://C:\Documents and Settings\JOHNP\Local Settings\Temp\GW}00002.HTM 4/30/2009
1--
Fcosstem
PROGRAM
April 29, 2009
David Muse
City of New Bern
300 Pollock St
New Bern, NC 28563
Project: City of New Bern Sewer Service Township 7
Expiration of Acceptance: January 29, 2010
County: Craven
The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NCEEP) is willing to accept
payment for impacts associated with the above referenced project. Please note that this decision does not assure that the payment will
be approved by the permit issuing agencies as mitigation for project impacts. It is the responsibility of the applicant to contact these
agencies to determine if payment to the NCEEP will be approved. You must also comply with all other state federal or local
government hermits, regulations or authorizations associated with the proQosed activity including SL 2008-152: An Act to Promote
Compensatory Mttigatton by Private Mitigation Banks
This acceptance is valid for nine months from the date of this letter and is not transferable. If we have not received a copy of the
issued 404 Permit/401 Certification/CAMA permit within this time frame, this acceptance will expire. It is the applicant's
responsibility to send copies of the permits to NCEEP. Once NCEEP receives a copy of the permit(s) an invoice will be issued based
on the required mitigation in that permit and payment must be made prior to conducting the authorized work. The amount of the In
Lieu Fee to be paid to NCEEP by an applicant is calculated based upon the Fee Schedule and policies listed at www.neeep.net.
Based on the information supplied by you the impacts that may require compensatory mitigation are summarized in the following
table.
River CU Stream (feet) Wetlands (acres) Buffer I Buffer II
Basin Location (Sq. Ft.) (Sq. Ft.)
Cold Cool Warm Ri arian Non-Riparian Coastal Marsh
Impact Neuse 03020204 0 0 0 0 0.33 0 0 0
Credits Neuse 03020204 0 0 0 0 0.66 0 0
0
Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation. If the regulatory agencies require
mitigation credits greater than indicated above, and the applicant wants NCEEP to be responsible for the additional mitigation, the
applicant will need to submit a mitigation request to NCEEP for approval prior to permit issuance. The mitigation will be performed
in accordance with the Memorandum of Understanding between the N.C. Department of Environment and Natural Resources and the
U.S. Army Corps of Engineers dated November 4, 1998.
If you have any questions or need additional information, please contact Valerie Mitchener at [phone] or Kelly Williams at
[phone].
Sincerely,
I
William D. Gilmore, PE
Director
cc: Cyndi Karoly, NCDWQ Wetlands/401 Unit
Tracey Wheeler, USACE-Washington
John Poetzsch, agent
File
Rwtori;1L5... E ... Pro", CJ" Sta&
W"
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 / www.nceep.net
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