20090531 Ver 1_Emails_20090512

Dennison, Laurie Ex p Dot - t)5 3 t
From: Hardison, Lyn
Sent: Tuesday, May 12, 2009 12:25 PM
To: Dennison, Laurie
Subject: Express 401 for BIMS entry
Attachments: Express 401 Sewer Service Township 7- Equalization Basin New Bern.pdf
Hi Laurie,
We accepted this project into express review for 401, stormwater and erosion control. The express fee will be split
amoug these 3 programs. I will take care of entering the SW application into BIMS but I need you guys to enter the 401
into BIMS with the acceptance date of May 12, 2009. Once you have entered it into BIMS, I will enter the fee and date
of our express submittal meeting.
Here is the 401 application for your records. Could you let me know what BIMS number has been assigned to this
project.
Thanks for your help!!!
Lyn
Lyn Hardison
One-Stop/Express Permitting Coordinator
NCDENR Customer Service Center
Washington Regional Office
943 Washington Square Mall
Washington, NC 27889
Phone: [phone]
Fax: [phone]
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.
1 ? ?;`1 ' ?? l Q.X.
PRESS
?'X_q ®clill, -D's 3t
vakJF MAY 12 2009 office use only.
Carps action ID no
NC DiENR -_.. ?._.
L1WQ project no.
Form Version 1.3 Dec 10 2008
Pre-Construction Notification (PCN) Form
A. Applicant lnforinat on
1. Processing
,I 1 a. Type(s) of approval sought from the
Section 404 Permit ? Section 10 Permit
Corps:
1b_ Specify Nationwide Permit (NWP) number. 39 or General Permit (GP) number: 3402
1 c. Has the NWP or GP number been verified by the Carps? ? Yes ® No
1d. Type's) of approval sought from the DWQ (check all that apply):

[] 401 Water Quality Certification - Regular ? Non-404 Jurisdictional General Permit
401 Water Quality Certification - Express 0 Riparian Buffer Authorization
le. Is this notification solely for the record For the record only for DWQ 401 For the record only for Corps Perrnit:
because written approve is not
equired?
Certification:
I
.,_. r ?
El Yes El No © Yes No
1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation ?jYes No s
"'`
of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu ,?
fee program-
19. Is the protect located in any of NC's twenty coastal counties. If yes, answer -11) ® Yes El No
below.
1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)".? E] Yes E] No
2. Project Information
2a. Name of project: SEWER SERVICE TO TOWNSHIP 7 - EQUALIZATION BASIN
2'b. County: CRAVEN
2r Nearest municipality 1 town- NEW BERN

?2d. Sutadivision name: NIA
2e, NCDOT only, T.I.P_ or state N;A.

3. Owner Information
3a. Naine(s) on Recorded Deed:
3b. Deed Book and Page No.
3c. Responsible Party (for U_C if
applicable)-
3d. Street address:
3e. City, stare, yip:
3f. Telephonfr no. W y
T ._...
3g, Fax no.
,In. Email address
CITY OF NEW BERN -- -
DB 1900. PG 133 f DB 2656, PG 844 - -i
xw W- _ -
Waltet B. Hartman (City Manager)
Pollock St. (P o. Box 1129)
New Bem, NC M63
[phone] _. _....,..._ ?.....__._ ._,__.... _ w. ?_..._ 1
[phone]
hatmanb @ newbem-nc org
Page 1 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):
ad, Street address: ---
4e. City, state, zip.
??..
4f. Telephone na.:
4g. Fax no..
4h. Email address.
5. Agent/Consultant Information (if applicable) - ---
5a.
.. Name.
? John D. Poetzsch, P.E. -
3
?st^.. t3usness name
(if applicable). -?-.,..T.
Rivers and Associates, Inc.
5c Street address-, 6131 Falls of Neuse Rd Suite 300
5d. City, state, zip: Raleigh, NC 27669
5e l elophone no.: [phone]
51'.
`g Fax no
Email address (91 9) 848-0319
jpoetzscii@rive(sand.gssociates.com

Page of 11
PCN Form - Version 1.3 December 10, 2008 Version
B. Project Information and Prior Project History
1. Property Identification
1 a. Property identification no. (tax PIN or parcel ID); - 7-108-016 t 7-108-0M3
Latitude: 35.068889 Longi;tudo: -
1b. Site coordinates (in decimal degrees); 77.030558
(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. Raver basin: Neuse -I
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 Graven County in the Town of New Bern, West of U.S. Highway 70 and East of
Graven County Regional Airport between Airport Road and West Grantham Roast. 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 l
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 Lf. of 12" force main..
k
Approximately 860 11 of 16" (race 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 car State tin requested or obtained for this property f
FJI WJ a.r ?fI I-U uu ry au Flt wl Nr raaca t n 1 u IC Naas,
®Yes [] No ? Unknown l
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.
t Official delineation map has been submitted to the Washington Field Office for execution.
i 5. Project History
5a. Have permits or certifications been requested or obtained for ? Yes No ? Unknov?m
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to `help file" instructions.
6. Future Project Plans
t=ea. Is this a phased project? Yes ® No
Vu. 11 yea, t;Aidt Clle,
Page 4 of 11
PCN Form - Version 1.3 December 10, 2008 Version
C. Proposed Impacts Inventory
.._.
_.
--__._.._.m.,.?.,
?-_,.__.__
..__-

._
.,
.
_
..-_M_,m__••.•_-_?.._.?_
1. Impacts Summary
1a. Which sections were completed befow for your project (check all that apply):
E Wetlands ? Streams - tributaries ? duffers
? (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 7
W1 Q P ? T Fill Headwater F1 Yes
Z No Corps
? DWQ 0,32
W2 ? P ? T C] Yes I
? No ? Corps
? [two
W3 ? P ? T ? Yes
? Nc? ? Corps
? Dwo
__ ---- -
?
V44 ?P?T ------ ------ ? Yes ? Corps ~

W5 ? P ? T ?No
? Yes
? No ?DWQ
? Corps
? DWQ
m
W6 E] P ? T ? Yes ? coops
? No
m mmm^ ? DWQ
..?w?
2t.'rotal wetland im pacts 0.32
12h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then completes this
question for M stream sites impacted.
3n. 3b. 3c, 3d. 3e. 3f, 39.
Stream impact
number Type of impact Stream name Perennial
or
(PER) Type of jurisdiction

(Corps - 404, 10 Average

stream Impact j

length
Permanent (P) or intermittent DWO - non-404, width {linear
Temporary (T) (INT)7 other) (feet) feet)

S1 ?P ?) 'r R Corps
N ? l
`'32 ?P?T ®PER ?Corps
INT ? DVVO
S3 ? f' E] .r © PER © Corps
- --- [] INT ? DWQ
S4 E] P E] T ? PER ? Corps
? INT ? DWQ
-
S5 ? P ? 'f' ? PER U Corps
?INT ?MQ
S6 ? P ? T ? PER ? Corps
? IN'f ? DWQ
ih, Totui stream an d tributary impacts

Page S of 11
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 uP? r
04 EJ PE] T
r
al Total open water impacts
49_ Uomments:
5. Pond or Lake Construction
If pond or lake construction oronnsed than rmmnlc?ta tho rrhnrt hainw
j 5a. 5b. 5c. 5d. 5e

P
nd ID Wetland Impacts (acres) Strearrr Impacts (feet) Upland 1
e
l Proposed use or purpose (acres)
riurnber
I _ of pond

Flooded

Filled

Excavated

Flooded

Filled

Excavated

Flooded

P2
5f. Total

? 5g. t;ommonts
5h. Is a dam high hazard permit required?
? Yes ? No If yes, permit ID no:
5i. Expected pond surface area (acres):
'?
5l Size of pond watershed (acres)_ -- ^- -
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, them complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.

6a, _
? Neuse ? Tar-Pamlico ? Other:
Project is in which protected basin?
_ - ? Catawba ? Randleman
i
6b. 6r• 6d. 6e. 61. -{
6g
Buffer impart
number - Reason Buffer ! Zone 1 impact Zone 2 impact
Permanent (P) or for S tream name mitigation (square feet) (square feet)
i emporary (T) irr?act required? j

Bt ?P?T Yes
?
No
? No
E1 ?N?1 ?Yes
? No _...._...__. -a
E3 ?P?T s
?No

k C?h. Total Iruffcr impacts
tai. Comments:
Page 6 of 11
PCN Form - Version 13 Deoember 10, 2008 Version
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a, Specifically describe measures taken to avoid or minimize the proposed .impacts in designing project,
The 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?
2b. if) cs. mitigation is required by iclteck all that apply l:

2c. If yes, which mitigation option will be used for this
project? ® Yes ? No

? DWO ® Corps
? 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
i 3b. Credits Purchased (attach receipt and letter) Typo n/a Quantity n/a
3c. Comments: n/a
4. Complete if Making a Payment to In-lieu Fee Program
Ala Approval letter from in-lieu fee program is attached. ? Yes ybf, PR.oc.!!S5
4b. Stroam mitigation requested: 0 linear feet
4c. It using stream mitigation, stream temperature: ? warm ? cool ?cold
4d. Buffer mitigation requested (DWO only): 0 square feet „ y ?~-
4e. Riparian wetland mitigation requested: a 0 acres
4f. Non-riparian wetland mitigation requested- 0.22 acres
4g Coastal (tidal) wetland mitigation requested: 0 acres
4h. Comments: wa
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permitted responsible mitigation plan, provide a description of the proposed mitigation plan.

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 ?J No
buffer mitigation? j
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.

reason for impact Total impact Multiplier
Zone
Required mitigation
(square feet) (square feet)
Zone 1
i
t
?
n
a n
a ?
3 (Z for Catawba) Wa
Zane. ? nia nia 1,5 _nra
6f. Total buffer mitigation required: nia
Esq. 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).
nia
x
6h. Comments. Wa
Page 8 of 11
PCN Farm -- 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 Na
within one of the NC Riparian Buffer Protection Mules?
1 is a diffuse flaw plan included? If no, explain why.

Comments: ? ?
Yes No
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project? 3.19 %
2b. Dees this project require a Stormwater Management Plan? E] Yes No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why: Imper:ios area is below threshold.
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, nanrative description of the plan:
-_........ .
-
j
__.-
------_- .. ,
Certified Local Government
2e, Who will be responsible for the review of the Stormwater Management Plan? DWQ Ston-nwoter Program
? DWQ 401 Unit
3. Certified Local Government Stormwater Review
13a, In which local government's jurisdiction is this project?
Phase if
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 D Yes O No
attached?
?
_ ..-,....,, ,-,._..,....v. _-
4 DWQ Stormwater Program Review
® Coastal Counties
HQW
4a. Which of the following state-implementers stormwrater management programs apply aRW
(check all that apply): ?j Session Law 200E-246
[J Other.
4b, Has the approved Stormwater Management flan with proof of approval been
attached? El Yes] No
5. DWQ 401 unit Stormwater Review
5a. Dori the Stormwater Management Plan meet the appropriate requirements? Yes ? No
5b. Have all of the 401 Unit submittal requirements been met? 0' Yeas ? No
Page 9 of 11
PCN Form - Version 1.3 December 10, 2008 Version
F_ Supplementary Information
1. Environmental Documentation (DWQ Requirement)

^a. Does the project involve an expenditure of public (fed eral/statelloca1) funds or the Yes ? No

i
i use of public (federallstate) land?
1 b. If you answered -yes" to the above, does the project require preparation of an
environmental docurent pursuant to the requirements of the National or State [ Yes ® No
(North Carolina) Environmental Policy Act (NEPAr'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
? Yes
? No
letter.)
Comments: ro`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, _
El Yes
® No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b , Is this an after-the-fact permit application? E] Yes ® No
2c . If you ;answered "yes" to one or both of the above questions, provide an explanation of the viola tion(s):
3. Cumulative Impacts (DWQ Requirement)
3i . Will this project (based on past and reasonably anticipated future: impacts) result in I ? Yes ? No
additional development, which could impact nearby downstream water quality?

3b . If you answered "yes" to tho above, submit a qualitative or quantitative cumulative impact analy sis in accordance with the
most recent DWO policy. It you answered "no," provide a short narrative description.
The purpose of the Equalization Fusin is to correct deficiencies in the Township 7 sanitary sew er system. 1'his 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.
d. Sewage Disposal (DWQ Requirement)
aa. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of w astewater generated from
the proposed project. or available capacity of the subject facility.
WA
Page 10 of 11
PCN Form - Version 13 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 El 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)
i
`
6a. Will this prriect 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)
???

11
7a. Will this project occur in or near an area that the state, federal or tribal
govttmments 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 I ,sluric or archeological resources?
On-site determination
& Flood Zone Designation (Corps Requirement)
8a Will this project occur in a FEMA-designated 100-year floodplain7 ° yes No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination? OFIRM Panel .,'5488
Walter B. Hartman
City Manager
City of New Bern t,r,,. April 17, 2009 I
AppiicanVAgent's Signature/ Date
Applicanb'Agent'S Printed Nan7e (Agent's slgrxature is valid only Yf an authorization letter from the applicant
is; provided.)
Page I I of 11
PCN Form - Version 1.8 December 10, 2008 Version
EXPRESS
MAY 1 2 Z009
NC DENR
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: NIA
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: NIA
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.
• 120 If. Jack and Bore under Grantham Road.
• 45 Lf. Jack and Bore under Garner Road.
• 142 Lf. Jack and Bore under Taberna Way
• 120 I.f. Jack and Bore under Gables Road.
30 Lf. Jack and Bore under stream at intersection of Waterscape Way
and Thurman Road.
• 340 Lf. 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).
• 383 Lf. Directional bore under access drives at the intersection of US
Highway 70 and Thurman Road.
• Various T 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: NIA
h. Pre-built upon area: NIA
i. Phasing:. NIA
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: Neus+e
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:
NIA
Disclose Whether or Not Off-Site Runoff Is Coming Onto The Site or Into The
Proposed BMP: Runoff from the adjacent roadways cross the farce main route
to roadway swales or adjacent property. There are no proposed BMP's
Discuss Whether Road Construction Across Other property Is Necessary To
Access This Project: There is no proposed road construction for this project.
If An On-site Evaluation Of Soils Has Been Done, Discuss Infiltration Rates,
Seasonal Nigh Water Table, etc., and include Date Of Site Evaluation: No on-site
evaluation of soils was performed for this project
WALT BELLAMY DRIVELS. 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.
I_ 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
1. General Information
a, Name of Project: SEINER 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 9451.f. of 12" force main
• approximately 835 l.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 Lf. 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 CD Number: 7-108 -043
h. Pre-built upon area: N/A
i. Phasing: NIA
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 sails and the frequency and the duration of drain-
down operations the impact to the adjacent wetlands would be negligible.
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GENERAL12E6R BU69URFACE CPNPIT1gNa FI
RE
3201 Spring Forest RpBd ??
.HE: F E S&W R+' fi NC 27sis Wastewater system Improvements
cn=e •?nE^x> t4fiSi1872•2SN
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cxam Craven County, North Carolina
EN
MONN4Tn?<L $ER41CE$ .

LEGEND TO SOIL CLASSIFICATION AND SYMBOLS
SOIL TYPES CONSISTENCY OF COHESIVE SOILS
(Shown in Graphic Log)
STD. PENETRATION
r RESISTANCE
CONSISTEN CY BLQWSIFOOT
G T??. I Fill
L 'v'ery Soft 0 to 2
Soft 3 to 4
Asphalt Firm 5 to $
Stiff 9 to 15
d Verv Stiff 10 to 30
I Concrete Hard 31 to 50
Very Hard Over 50

Topsoil

RELATIVE DENSITY OF COHESIONLESS SOILS
°
J Gravel
. STD. PENETRATION
RESISTANCE
Sand RELATIVE DENSITY EL046SrFO0T
'.:.. _
Silt Very Loose 0 to a
Loose 5 to 10
Medium Dense 11 to K
/ Dense 31 to 50
Clay Very Dense Over 50

Organic SAMPLER TYPES
(Shown in Samples Column)
I Silty Sand
Shelby Tube
Clayey Sand
y -?
I Spill ,Noon
I
I Sandy Silt T Rock Core
. _
-? U No Recovery
Clayey Silt
Sandy Clay TERMS
Silty Clay Standard - The Number of Blo%vs of 140 lb. Hammer Failing I
Penetration 30 in. Required to Drive 1.4 in, LD. Split Spoon
'I'?T, ?aRially Weathered Resistance Sampler 1 Foot. As Specified in ASTM D-1 588,
' Rock
y REC - Total Length of Rock Recovered in the Corp
Barrel Divided by the Total Length, of the Core
Cored Rock Run Times 100%,
RQD Total Length of Sound Rock Segments
Recovered that are Longer Than or Equai to 4"
(mechanical breaks excluded) Divided by the i
WATER LEVELS Total Length of the Core Run Times 100%.
,
(Shown in Water Level Column)
= Water Level At Temitratian of Baring
1 = Miter Level Taken Af'.er 24 Hours
I
s = i oss of Drilling Water E
S &
M
Yl Hole Crave !'.
--
-
ENGINEERING TESTING
?a,l'?9RQr?rwtENT:A SERVICES

rnrE.a.
7. THIS LCG t. (PIL Y A PCRYt li OF A. PfPO.PTPPfP,%R-rQ FOR -P-IF
NAWO rp,L?XR: T.WU ?Al ST M YH USED T&., THER MTH
THATf-r P-;147.
2. ®GRIn?G,SAJ,fpLS+v'G'ANOFET`RA77QNrrsr?,,:.;.atSth?CO&RAG
RC??GRr.4 Vfi7H A, -6f ;'l 6q$.
3 HEfif, TRA TiCVV r4, VAS,.L+P I'J THE ilJQP*E•P OF R QWS OF W LB
AAgUER FAW.i ZG 33 i REQUIRED TO CAWE ! 4 IN. 10 SAr+rA4. ER
i Fr
.7 .; iNA T"f=.IiA7PCird AYd,7 GF117.+tJDIM1'A. i'F, F! flr:P7}a5 APE !.'+J7 E','iA C?
5 49A TER L.EVE,dSAT Ate!E OF EYPLORAT'f O.NAMD VAL VARY.
Page I of 9
ts&ME
ENGINEERIING • TESTING
ENVIRONMENTAL SERVICES
3241 Spr.ng forest Road
RaleEgh, NC 27616
PROJECT: Wastewater System Improvements
Craven County, North Carolina TEST BORING RECORD B- 2A
1051-07-442
[)ATE DRILLED 10126107 ELEVATION: 23.0 It NOTES Boring location and elevation are approximate.
Standard penetration testing ISPT) performed with
DRILLING METHOD 3-114" HSA BORING DEPTH: 15.0 ft autohammar. Reported SPT results are uncorrected.

LOGGED BY L. Raup Dry @ TOB, 5.7' Alter 24
WATER LEVEL: Hrs•
D1:•;[LLER J. White DRILL RIG- CME-750
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w w x MATERIAL DESCRIPTION x 2tz I ¢ ? b.,nv rsrha rt-value
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Possible FILL: Firm ins-Gray Fine andy Silty > w 1 0 20 3 0 8 0 8t)
CLAY {G.). Dry
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Firm !o Safl Tan-Gray to Slue-Gray saty CU1Y
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Page 7 of 1
*S&ME
ENGINEERING • TESTING,
ENVIRONMENTAL SERVICES
3201 SPrinq Forest Road
Raleigh. NC 27616
t1k-1) -'Es
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F=Wl 4? C 4,tit? wJS7" ONLY BE IJB=D TO LD1UP PATH
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Faye 1 of t
ENGINEERING • TESTING
ENVIRONMENTAL SERVICES
3201 5pnng ?mst Road
Raleigh, PJC 27616
r, ,
Page 1 Of 1
Jahn Poetzsch - EEP acceptance letter for City of New Bern Sewer Service to Township 7
front: "Wilhanis. Kelly" <kelly.?,%,illiants;u rncdenr.gov,?
To: "jp,,?etrsch ii?riversandasscac lates.coni" - -Ipoetzwh,ti riversandassociates.com'
"C it} cng'?i nc vtx rn-nc.c?rg'" <Cityengrir newbern-ne.org=>
Date: 4/30/2009 10:31 ANI
Subject: EEP acceptance letter for City of New Bern Sewer Service to Township 7
CC: "`I"race} L.1?11eeler`ci ttsace.army.n?il'" <Tracev.l>.?Vlieeler!i itisace.artny.mil>, "Dennison,
Laurie" <Iaurie.j'.deiinisoniii,ncdetit-.goN,>
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 happy to send the
acceptance letter by mail.
If you have any questions, please let me know.
Take care,
Kelly
Kelly \Viliiams
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 Low and
may be disclosed to third parties.
EXPRESS
MAY 12 2009
NC DENR
file - `C:'4)c) umcnts and SettingsJOUNPA.,ocal Settings\Temp\GW,100002.11TM 4.30/2009
No-
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Y
pRDf:RAM.
April 29, 2CM
David Must
City of New Bcm
300 Pollock St
New Bern, NC 29563
Project: City of New Bern Sewer Service Township 7
VW
MAY 12 20
DENR
Expiration of Acceptance: January 29, 2010
County": Craven
Tht purpose of this letter is to notify you that the North Carolina F 4isystern 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. "Ytyu mtbst aisv cotrtlriy!vL;11} all other state, federal or I
govern ent p,SErpit . retrulationa ?sttl i ?ns kstzociated w ?,_1he_propt>atxl tsctivity ncitrdint? Sf 2{XY8 1 S2' An rACI ttr Ntr?nltita
Cornanatory Mitigation 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 it copy of the
issued 404 Permit/401 Certifieatioa/CAMA permit within this time frame, this acceptance will expire.. It is the applicant's
responsibility to send 1:up cs of the permits to NCEFP. Once NCIRRII receives a copy of the PM-sit(5) an invoice will he issued tiarsed
on the required mitigation in that permit and payment must be made, prior to conducting the authori7ed work. The amount ail the to
Lieu Fee to be paid to NCEEP by an applicant is calculated based upon the Fee Schedule and policies listed at www.nceep,net.
Based on the information supplied by you the impacts that may require compeansalory mitigation art summarized in the following
table.
Diver CLI Stream (feet) Wetlands (acres) Buffer I Buffer 11
Basin Location (5q. Ft.p (Sq. Ft.i
Cold Coed Warn Ri arian Non-ki parian Coastal Marsh
Itnpatt Neuse 030V2204 (l 0 0 0 0.33 ? 0 rt
c?dlt? Meuse (131720204 0 ? o a tl.fib 0 c, o
Upon receipt of payment, CEP will take responsibility for providing the compensatory mitigation. If the regulatory agencies require
mitigation credits greater than indicated above, and the applicant wants NCFFs1'to be responsible for the additional mitigation, the
applicant will need to subrnat a mitigation request to NCCEP far approval prier to permit issuance. The mitigation will he pcrtairm d
in accordance with the Memorandum of Understanding between the N.C. Department of Environrnent and Natural Pesourc.es awl ihv
U.S. Army Corps of Engineers dated November 4, 1998.
If you have any questions or need additional information, Please contac.t'Vali`rie Mitchentr at (919) 715-I93.J or Kelly Williams at
(919J 716-1921.
Sincerely,
X
William t7. {'xilmore, I?L:
Director
cc: C'yndi Karoly, NCD'WQ Wctland&1401 Unit
Tracey "W'hmier, USACEWWashington
John Poetzsth, agent
File
kutorwg_ 'Ekha "... Proti r ? Our Sir e

North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699.1652 1919-715-0476 1 www.nomp net
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Suite 300
f,, '` v a s ' `Yt? *? ' RaWah, NC 27809
" s (9193 898-3347 (01fice)
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SEWER SERVICE TO TOWNSHIP 7
EQUALIZATION BASIN
NEW BERN, CRAVEN COUNTY, NORTH CAROLINA

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SOIL MAP
SEWER SERVICE TO TOWNSHIP 7
NEW BERN, CRAVEN COlXM, NORTH CAROLINA
PAGE 1 OF 4 A-io I
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SOIL MAP
SEWER SERVICE TO TOWNSHIP 7
NEW BERN, CRAVEN C , NORTH CAROLINA
PAGE 2 OF 4
SOIL MAP
SEWER SERVICE TO TOWNSHIP 7
NEW BERN, CRAVEN COUNTY, NORTH CAROLINA
PAGE 3 OF 4
AT*
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_ i al 31 Fwiv of Nw" ftawd
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Natw'ii l RescAxces Web Scid Dui wy 1 R gb, 4C 276973
caurs"'wim st?a Nationat Cooparadv6 Sel ,ur^.'?jy (919)842,3347(cE)
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SOIL MAP
SEWER SERVICE TO TOWNSHIP 7
NEW BERN, CRAVEN COWN, NORTH CAROLINA
PAGE 4OF4
SOIL MAP
SEWER SERVICE TO TOWNSHIP 7
NEW BERN, CRAVEN COl1 M. NORTH CAROLM
`may k' Cl t'yh w
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From sourte to TrectWw 4 P
Index 27-101-42
1,4
TRENT RM
From moull ofX113 y. irrilq l 'y.l� 1
Creek to News Rives r _ P. 1k
'
Class: SC;Saaw;NS'Yli n3 A 4
Index 77-441-{39} T.
SC.OTTS CREEK
Flom totsce to tileuse Rivet
Class: SC•Sw0ft
4„ ;�� hidex 27-102
€ � � 11111 t =►h
BFXE CRM
SlwMONu•NO d _
From Ctaven Cour*y VA' aapt✓j `
SR 1004 W Trait Muer �
index 27.101-41�(7) P `
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Index 27-(96)
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Index 27-101-40-(1)
f: 16- FORCE MAN ROUTE C,
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V CITY OF NEWBERN
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dl39 Ka1s of Hoot* Road
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(9911) 848-3347 (Ofhc*i
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aka A,,,,"a'Y:E' ! .Pi,,t srgt'
?G N T A :\lI 110 I?1f.rlT1(_)N FORK
PROJECT: Scwer Service to 'fownship 7
k'R()FE:ft'i'l' LE( AL DESCRIPTION:
PARCEL NO. ?-108-0,1
DEED BOOK 2656 PAC E. NO. 844
S'l"RF.F;'1' ADDRESS:
Old Airport Road,
New Bern, North Carolina
PROPERTY W NER: City o New Bern
CONTACT: David Muse. PE (City Engineer)
The undcrsil=.ned, registered property owner of the above nc,tid px-Ope t),, do hereb ,authorize
John D. Poctzch, P.E. of Rivers & Associates, Inc"
(Contractor,' Agent) (ame of Consulting Finn)
lo act on my behalf and take all actions necessary for the processing, issuance and acceptance of
USCOF_ and NCDENR environmental permits or certifications and any and .ill standard and special
conditions attached for the above named project.
PROPERTY OWNER'S ADDRESS (If different than property above'):
00 Pc )lock Street. Neva Bern North Carolina 2a 563
Telephone: (2-52) 636 - 40157
I hereby certify the above information submitted in this application is true and accurate to the best of
my kninvledge.
Atlthol-izwd Siunature
Wah,?r RI kirtnran City NlanaLer
Printed Nti ulw 9 itle
Date: q(tz(of