20050453 Ver 4_More Information Received_20190626

Staff Review
Does this application have all the attachments needed to accept it into the review process?
r Yes r No
ID#* Version* 4
20050453
Is this project a public transportation project?* r Yes
r No
Reviewer List:* Anthony Scarbraugh:eads\adscarbraugh1
Select Reviewing Office:* Washington Regional Office - [phone]
Submittal Type:*
Application Attachments
Does this project require a request for payment to be sent?*
r
Yes
r
No

Project Submittal Form
Please note: fields marked with a red asterisk below are required. You will not be able to submit the form until all
mandatory questions are answered.
Project Type: r New Project
r Pre -Application Submittal
r More Information Response
r Other Agency Comments
r For the Record Only (Courtesy Copy)
New Project - Please check the new project type if you are trying to submit a new project that needs an official approval
decision.
Pre -Application Submittal - Please check the pre -application submittal if you just want feedback on your submittal and
do not have the expectation that your submittal will be considered a complete application requiring a formal decision.
More Information Response - Please check this type if you are responding to a request for information from staff and
you have and ID# and version for this response.
Other Agency Comments - Please check this if you are submitting comments on an existing project.
Is this supplemental information that needs to be sent to the Corps?*
r Yes r No
Project Contact Information
Name: Kelly Boone
Who is subrritting the information?
Email Address: [e-mail]
Project Information
Existing ID #: Existing Version:
050453 2
20170001 (no dashes)
Project Name: Neuse Regional Water and Sewer Authority Water Intake Modifications
Is this a public transportation project?
r Yes
r No
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
r Yes r No r Unknown
County (ies)
Lenoir
Please upload all files that need to be submited.
Click the upload button or drag and drop files here to attach docurrent
NRWASA Intake 401 Buffer Impact Table.pdf 36.38KB
NRWASA Intake Modifications C-2 (REV 6-26
888.19KB
2019).pdf
Only pdf or Igrz files are accepted.

Describe the attachments:
- Updated riparian buffer impacts table, adding the permanent buffer impact from pipe crossing with 10 -ft wide
permanent maintained corridor.
- Updated C-2 plan sheet, with silt fence shown outside buffer area and with a note referring to the max 10 -ft
wide maintained corridor around the pipes.
V By checking the box and signing box below, I certify that:
o I have given true, accurate, and complete information on this form;
• I agree that submission of this form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the
"Uniform Electronic Transactions Act")
o I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes
(the "Uniform Electronic Transactions Act');
• I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written
signature; AND
o I intend to electronically sign and submit the online form."
Signature:
Submittal Date: Is filled in automatically.

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DESIGNED BY: B. MASON
DRAWN BY: K. REESE
SHEET CHK'D BY: C. MONTGOMERY
CROSS CHK'D BY: B. DOWBIGGIN
APPROVED BY: B. MASON
DATE: JUNE 2019
Smith
5400 Glenwood Avenue, Suite 400
Raleigh, NC 27612
Tel: [phone]
NC F-1255
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: 20' WIDE GRAVEL SILT FENCE OUTLET
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CONSTRUCTION
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NEHBESS, LLC
D. B. 1242, PG. 357
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NEUSE REGIONAL WASA
RAW WATER INTAKE MODIFICATIONS
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NOTES
1. CONTRACTOR IS RESPONSIBLE FOR CORRECTING ALL FLOOD
DAMAGE DURING CONSTRUCTION (PRIOR TO SUBSTANTIAL
COMPLETION).
2. A TURBIDITY CURTAIN IS REQUIRED AROUND ALL WORK IN
THE RIVER.
3. ALL OPEN AREAS WITHIN PROPERTY LIMITS SHALL RECEIVE
SEEDING AND MULCHING PER SPECIFICATIONS AT THE
COMPLETION OF THE PROJECT.
4. LIMITS OF DISTURBANCE SHALL NOT EXTEND BEYOND
PROPERTY LINE UNLESS SPECIFICALLY INDICATED.
5. PLACE TEMPORARY ORANGE FENCING ALONG ALL LIMITS OF
DISTURBANCE.
6. THE EROSION AND SEDIMENT CONTROL FEATURES SHOWN
ON THESE DRAWINGS REPRESENT MINIMUM MEASURES
REQUIRED DURING CONSTRUCTION. THE CONTRACTOR IS
RESPONSIBLE FOR INTEGRATING THESE FEATURES INTO THE
CONTRACTOR'S PROPOSED PLAN.
7. ESTABLISH APPROPRIATE EROSION AND SEDIMENT CONTROL
PRACTICES WEEKLY AND AFTER ALL RAINFALL EVENTS.
NEEDED REPAIRS SHALL BE MADE IMMEDIATELY.
8. AT ALL TIMES, DISTURB THE MINIMUM AMOUNT OF AREA
WITHIN THE IDENTIFIED LIMITS OF DISTURBANCE REQUIRED
TO ACCOMPLISH THE TASK AT HAND, AND STABILIZE
DISTURBED AREA AS SOON AS PRACTICAL.
9. TEMPORARY GROUND COVER SHALL BE ESTABLISHED ON
EXPOSED SLOPES WITHIN 30 CALENDAR DAYS FOLLOWING
COMPLETION OF ANY PHASE OF GRADING AND PERMANENT
GROUND COVER SHALL BE ESTABLISHED FOR ALL AREAS
WITHIN 90 CALENDAR DAYS FOLLOWING COMPLETION OF
CONSTRUCTION OR DEVELOPMENT.
10. ALL YARD PIPING EXCEPT STORM DRAINAGE, SHALL HAVE
RESTRAINED JOINTS.
11. VERIFY ALL EXISTING PIPE ELEVATIONS BEFORE SUBMITTING
SHOP DRAWINGS FOR TIE-IN PIPING/VALVES. NOTIFY
ENGINEER OF ANY CONFLICTS.
12. SURVEY WAS PROVIDED BY RIVERS AND ASSOCIATES, INC.
THE HORIZONTAL DATUM IS BASED OFF HISTORIC
SITE-SPECIFIC COORDINATES.
13. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING
SITE SECURITY AROUND RAW WATER PUMP STATION FOR
DURATION OF TIME THAT CHAIN LINK FENCE IS DOWN FOR
CONSTRUCTION.
SITE PLAN
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026894
00
14
PROJECT NO. 20669-229618
FILE NAME: C002ST.DWG
SHEET NO.
C-2
ISSUED FOR BID
SCREENS (BID ALT 1)
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FEBRUARY 2019
INTAKE BOLLARD
Regrade and install
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Install new \ stabilize
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piping into
river with�� 48 -INCH SCREEN
N. 7032.72
screens E. 8396.21
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N i � 0 D.B. 1242, PG. 357
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04 OX W
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04 �D
UI 5:1(n o
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x_j a-@
(2) 6" HDPE -AIR I
x 1
I 1 •�
F SF SF SF SF �,
-..-..-..-..-..-...... - -• X
�/ 36" PLUG VALVE
STA=0+09.80
N=7226.17
--- E=8214.71
--------- - ------------}-------------
-SOIL PATH
---------
36" 45° BEND TBM
j STA=0+46.15 TOP OF CONCRETE
N=7241.03 MONUMENT
/ E=8247.96 ELEV. 41.42 ET (NGVD 29)
1
14
' 1 I
1 A /
I
/�• SILT FENCE
LIMITS OF
DISTURBANCE
36" 11.25° BEND
4
//
F /•
SILT FENCE OUTLET
(TYP)
STA=2+31.90
N=7174.68
E=8421.54
REMOVE TREES
WITHIN LIMITS
OF DISTURBANCE
DESIGNED BY: B. MASON
DRAWN BY: K. REESE
SHEET CHK'D BY: C. MONTGOMERY
CROSS CHK'D BY: B. DOWBIGGIN
APPROVED BY: B. MASON
DATE: JUNE 2019
Smith
5400 Glenwood Avenue, Suite 400
Raleigh, NC 27612
Tel: [phone]
NC F-1255
SF•
VENTURI VAULT I
NO. 1 I
I
6" PVC WATER I
: 20' WIDE GRAVEL SILT FENCE OUTLET
FIRE HYDRANT
(BOLT ELEV = 42.61)
CONSTRUCTION
ENTRANCE
0-11, `- 36 " DI RW
-X X X
REMOVE AND RESTORE -----------------
CHAIN LINK FENCE AS
NEEDED FOR CONSTRUCTION -------
------------
(SEE NOTE 13)
--40___�
NEHBESS, LLC
D. B. 1242, PG. 357
M. B. 3, PG. 70
NEUSE REGIONAL WASA
RAW WATER INTAKE MODIFICATIONS
x
I--:::>- N _o
NOTES
1. CONTRACTOR IS RESPONSIBLE FOR CORRECTING ALL FLOOD
DAMAGE DURING CONSTRUCTION (PRIOR TO SUBSTANTIAL
COMPLETION).
2. A TURBIDITY CURTAIN IS REQUIRED AROUND ALL WORK IN
THE RIVER.
3. ALL OPEN AREAS WITHIN PROPERTY LIMITS SHALL RECEIVE
SEEDING AND MULCHING PER SPECIFICATIONS AT THE
COMPLETION OF THE PROJECT.
4. LIMITS OF DISTURBANCE SHALL NOT EXTEND BEYOND
PROPERTY LINE UNLESS SPECIFICALLY INDICATED.
5. PLACE TEMPORARY ORANGE FENCING ALONG ALL LIMITS OF
DISTURBANCE.
6. THE EROSION AND SEDIMENT CONTROL FEATURES SHOWN
ON THESE DRAWINGS REPRESENT MINIMUM MEASURES
REQUIRED DURING CONSTRUCTION. THE CONTRACTOR IS
RESPONSIBLE FOR INTEGRATING THESE FEATURES INTO THE
CONTRACTOR'S PROPOSED PLAN.
7. ESTABLISH APPROPRIATE EROSION AND SEDIMENT CONTROL
PRACTICES WEEKLY AND AFTER ALL RAINFALL EVENTS.
NEEDED REPAIRS SHALL BE MADE IMMEDIATELY.
8. AT ALL TIMES, DISTURB THE MINIMUM AMOUNT OF AREA
WITHIN THE IDENTIFIED LIMITS OF DISTURBANCE REQUIRED
TO ACCOMPLISH THE TASK AT HAND, AND STABILIZE
DISTURBED AREA AS SOON AS PRACTICAL.
9. TEMPORARY GROUND COVER SHALL BE ESTABLISHED ON
EXPOSED SLOPES WITHIN 30 CALENDAR DAYS FOLLOWING
COMPLETION OF ANY PHASE OF GRADING AND PERMANENT
GROUND COVER SHALL BE ESTABLISHED FOR ALL AREAS
WITHIN 90 CALENDAR DAYS FOLLOWING COMPLETION OF
CONSTRUCTION OR DEVELOPMENT.
10. ALL YARD PIPING EXCEPT STORM DRAINAGE, SHALL HAVE
RESTRAINED JOINTS.
11. VERIFY ALL EXISTING PIPE ELEVATIONS BEFORE SUBMITTING
SHOP DRAWINGS FOR TIE-IN PIPING/VALVES. NOTIFY
ENGINEER OF ANY CONFLICTS.
12. SURVEY WAS PROVIDED BY RIVERS AND ASSOCIATES, INC.
THE HORIZONTAL DATUM IS BASED OFF HISTORIC
SITE-SPECIFIC COORDINATES.
13. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING
SITE SECURITY AROUND RAW WATER PUMP STATION FOR
DURATION OF TIME THAT CHAIN LINK FENCE IS DOWN FOR
CONSTRUCTION.
SITE PLAN
•CARo4
��.••�FESS/0'e.. y /�
Q� 9�
SEAL
026894
00
14
PROJECT NO. 20669-229618
FILE NAME: C002ST.DWG
SHEET NO.
C-2
ISSUED FOR BID

Neuse Regional Water and Sewer Authority
Water Intake Modifications
DWR # 05-0453 Q
PCN Item 6 Buffer Impacts (DWR) - UPDATED
6b. Impact Type
6c. Per or Temp11
6d. Stream name
Stabilization (grading and rip rap) -
ALLOWABLE
P
Neuse River
Temporary vegetation disturbance during
construction of stabilization with reseeding -
T
Neuse River
ALLOWABLE
Water/air pipe crossing with 10 -ft wide
permanent maintenance corridor -
P
Neuse River
EXEMPT
6h. Total buffer impacts:
Zone 1 Zone 2
Total Temporary impacts: 3,264.00 5,861.00
Zone 1 Zone 2
Total Permanent impacts: 319.00 205.00
Zone 1 Zone 2
Total combined buffer impacts: 3,583.00 6,066.00

6e. Buffer mitigation required?
6f. Zone 1 impactI[
6g. Zone 2 impact
No
6,152 square feet
0 square feet
No
3,264 square feet
5,861 square feet
No
319 square feet
205 square feet