20140909 Ver 1_More Info Received_20150225

10 Dewberry
February 20, 2015
Ms Cheryl Smith
Environmental Senior Specialist
NC Division of Water Quality
1650 Mail Service Center
Raleigh, North Carolina 27699 -1650
Reference: City of Raleigh Project No. 400195
Jones Franklin Road Sanitary Sewer Aerial Replacement
DWR #14 -0909 Buffer Impacts Revised
Dewberry Project No. 50060182
Dear Ms Smith
Dewberry Engineers Inc
2301 Rexwoods Drive, Suite 200
Raleigh, NC 27607 -3366
919 881 9939
919.881.9923 fax
www dewberry com
The project titled `Jones Franklin Road Sanitary Sewer Aerial Replacement" DWR # 14 -0909 (attached) consists
of removing and replacing an existing 8" sanitary sewer line and the wooden piers that support it. This
activity will occur In a sanitary sewer easement that has been maintained within the last to years. The site
is located on Walnut Creek at Lake Johnson In addition to the sewer work there is also going to be a
bridge repair running parallel to the sewer which will also have buffer impacts. The following buffer impacts
have changed with the new work, a map is attached
Type of
Impact
Amounts Approved
(units)
New Amounts (units)
New Amounts (units)
Stream Site 1
15 Linear Feet
0 Linear feet
15 Linear Feet
Si-ream Site 2
15 Linear Feet
40 Linear Feet
55 Linear Feet
Buffer Zone 1
6,737 Square Feet
817 Square Feet
7,554 Square Feet
Buffer Zone2
2,579 Square Feet
0 Square Feet
2,579 Square Feet
The total temporary buffer impacts are 7,554 and 2,579 sq. ft for zone I and 2, respectively The project will also
result in 70 linear feet of temporary stream impacts The buffer disturbance is a result of easement clearing and bank
stabilization
Please contact me with any questions regarding this
Sincerely,
Dewberry Engineers Inc
-1(/ ,
Matthew W Watt, PE
Project Engineer
%�
Enclosures
CC Rachelle Rhodes, City of Raleigh Public Utilities
FEB 2-6 2015 i

PIMA
REBENR
North Carolina Department of Environment and Natural Resources
Pat McCrory John E. Skvarla, III
Governor Secretary
August 29, 2014
DWR # 14 -0909
SEP G 4 ?u14 Wake County
City of Raleigh — Public Utilities Department BY: ------ -- - - - --
Attn: Dennis Lassiter
P.O. Box 590
Raleigh, NC 27602
Subject: APPROVAL OF 401 WATER QUALITY CERTIFICATION WITH ADDITIONAL CONDITIONS
AUTHORIZATION CERTIFICATE PER THE NEUSE RIVER BASIN RIPARIAN BUFFER
PROTECTION RULES (15A NCAC 02B.0233) WITH ADDITIONAL CONDITIONS
Jones Franklin Road Sanitary Sewer Aerial Replacement
Dear Mr. Lasslter:
You have our approval for the impacts listed below for the purpose described in your application
dated August 15, 2014 and received by the Division of Water Resources (Division) on August 22,
2014. These impacts are covered by the attached Water Quality General Certification Number
3884 and the conditions listed below. This certification is associated with the use of Nationwide
Permit Number 12 once it is issued to you by the U.S. Army Corps of Engineers. Please note that
you should get any other federal, state or local permits before proceeding with your project,
including those required by (but not limited to) Sediment and Erosion Control, Non- Discharge, and
Water Supply Watershed regulations.
This approval requires you to follow the conditions listed in the enclosed certification and the
following additional conditions:
1. The following Impacts are hereby approved provided that all of the other specific and general
conditions of the Certification, General Permit and /or Buffer Rules are met. No other impacts
are approved, Including Incidental impacts.
North Carolma Division of Water Resources 1628 Mall Service Center Raleigh, NC 27699 -1628 Phone [phone] Customer Service
Internet www ncweterquahty org Location 3800 Bmrca Drive Raleigh, NC 27609 Fm (919) 788 -7159 1- 877-623 -6748
An Equal OpportunlrylAlfirmalive Acton Employe— 50% Racyclad110 %Post Caoume Paper
I��ahCaro
,Natwxlj

Jones Franklin Road Sanitary Sewer Aerial Replacement
DWR# 14 -0909
401 AND BUFFER APPROVAL
Page 2 of 4
Type of Impact
Amount Approved
(units)
Permanent
Amount Approved
(units)
Temporary
Stream
0 (linearfeet)
15 (linear feet)
Site 1
Stream
0 (linear feet)
15 (linear feet)
Site 2
Buffers —Zone 1
0 (square feet)
6,737 (square feet)
Buffers — Zone 2
0 (square feet)
2,579 (square feet)
2. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas
beyond the footprint of the Impacts depicted in the Pre - Construction Notification. All
construction activities, including the design, installation, operation, and maintenance of
sediment and erosion control Best Management Practices, shall be performed so that no
violations of state water quality standards, statutes, or rules occur.
3. Protective Fencing
The outside buffer, wetland or water boundary and along the construction corridor within
these boundaries approved under this authorization shall be clearly marked with orange
warning fencing (or similar high visibility material) for the areas that have been approved to
infringe within the buffer, wetland or water prior to any land disturbing activities to ensure
compliance with 15 NCAC 02H .0500.
4. This approval is for the purpose and design described in your application. The plans and
specifications for this project are Incorporated by reference as part of the Certification and
Buffer Authorization. If you change your project, you must notify the Division and you may be
required to submit a new application package with the appropriate fee. If the property Is sold,
the new owner must be given a copy of this approval letter and General Certification and is
responsible for complying with all conditions.
S. This approval and its conditions are final and binding unless contested.
This Certification and Buffer Authorization can be contested as provided in Articles 3 and 4 of
General Statute 1508 by filing a written petition for an administrative hearing to the Office of
Administrative Hearings (hereby known as OAH). A petition form may be obtained from the OAH
athttp://www.ncoah.com or by calling the OAH Clerk's Office at (919) 431 -3000 for information.
Within thirty (30) calendar days of receipt of this notice, a petition must be filed with the OAH. A
petition is considered filed when the original and one (1) copy along with any applicable OAH filing
fee is received in the OAH during normal office hours (Monday through Friday between 8:O0am

Jones Franklin Road Sanitary Sewer Aerial Replacement
DWR# 14 -0909
401 AND BUFFER APPROVAL
Page 3 of 4
and 5:00pm, excluding official state holidays).
The petition may be faxed to the OAH at (919) 431 -3100, provided the original and one copy of the
petition along with any applicable OAH filing fee is received by the OAH within five (5) business
days following the faxed transmission—
Mailing address for the OAH:
If sending by First Class Mail
via the US Postal Servlce:
Office of Administrative Hearings
6714 Mail Service Center
Raleigh, NC 27699 -6714
If sending via delivery service
(e.g. UPS, FedEx):
Office of Administrative Hearings
1711 New Hope Church Road
Raleigh, NC 27609 -6285
One (1) copy of the petition must also be served to DENR:
Lacy Presnell, General Counsel
Department of Environment and Natural Resources
1601 Mail Service Center
Raleigh, INC 27699 -1601
Please send one (1) copy of the petition to DWR:
If sending by First Class Mail
via the US Postal Service:
Karen Higgins
NC DENR -DWR — Webscape Unit
1617 Mail Service Center
Raleigh, NC 27699 -1617
If sending via delivery service
(e.g. UPS, FedEx):
Karen Higgins
INC DENR -DWR — Webscape Unit
512 N. Salisbury Street
Raleigh, INC 27604
This letter completes the review of the Division under section 401 of the Clean Water Act and the
Neuse Riparian Buffer Rules as described in 15A NCAC 028.0233. Please contact Cherri Smith at
919 - 791 -4251 or
if you have any questions or concerns.
cer y,
Danny Smi
Supervisor, Water Quality Regional Operations Section

Jones Franklin Road Sanitary Sewer Aerial Replacement
DWR# 14 -0909
401 AND BUFFER APPROVAL
Page 4 of 4
Enclosure: GC 3884
cc: U.S. Army Corps of Engineers; Raleigh Regulatory Field Office; 3331 Heritage Trade
Drive, St. 105; Wake Forest, NC 27597
Matthew Watt; Dewberry; 2301 Rexwoods Drive, Ste. 200; Raleigh, NC 27609
DWR RRO 401 Files

NOTES:
1. CONTRACTOR RESPONSIBLE FOR PEDESTRIAN TRAFFIC
CONTROL. COORDINATE WITH PARKS AND RECREATION FOR
CLOSING OF GREENWAY. (919) 996 -3285
2. THIS SITE DISTURBED AREA = 1.49 ACRES
3. TOTAL DISTURBED AREA = 2.61 ACRES
4. CONTRACTOR SHALL REMOVE AND PROPERLY DISPOSE OF
EXISTING SANITARY SEWER MAIN AND PIERS THAT ARE BEING
REPLACED.
5. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CITY
OF RALEIGH AND /OR NCDOT STANDARDS AND SPECIFICATIONS.
6. SEE SHEET C -14 FOR BYPASS PLAN AND FLOW DATA.
7. SEE GEO TECH REPORT FOR SUPPORT RECOMMENDATIONS.
8. PARKING ALONG JAGUAR COULD IMPEDE ACCESS FOR LARGE
VEHICLES. CONTRACTOR TO COORDINATE DELIVERIES.
9. CONTRACTOR CAN CUT EXISTING PILES TO SURFACE WHERE
EXISTING PILES DO NOT EFFECT NEW WORK.
10. CONCRETE WASH OUT IN DESIGNATED AREAS ONLY.
11. SEE C -02 FOR EROSION CONTROL LEGEND
12. EROSION CONTROL CONSTRUCTION SEQUENCE IS ON SHEET
C -02.
13. EROSION CONTROL DETAILS ARE ON SHEETS C -17, C -18,
AND C -19
14. COORDINATE TREE REMOVAL WITH CITY OF RALEIGH PARKS
RECREATION AND CULTURAL RESOURCES, PRIOR TO
BEGINNING WORK.
E ti it IRE 0 0- -,,v- _ ` -- '
TEMPORARY
STREAM
CROSSING SEE
TYP DETAILS C -17
(TYP)
✓3 z
ADD CLASS-BS RIP RAP LJJ
18" DEEP `AROUND NEW
TEh
��:�Jil��?`�' �.�- 1�.�� _ —� PIERS,-, __ _ _ _ ��� COON.
BE-COMES ;ti3 !3 iL, _Z
w
TOP: I : 3 .f f - EASD
f
COMPACT! 6IRT PATH TO 95% —_-
/
OF ASTM I D698 MAX DRY /
DENSITY. I- — — — — — — j -= — —,=` j -/ `— / �— jtgo
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:, . , RIP RAP SLOPE - , - -= I ,
0 8 2) 2 7 '�� PROTECTION 5°
�j
FROM WINGWALL r'
AT 18" THICK WATTLE
SEE STRUCTURAL
SHEET S -02 FOR
HEADWALL LAYOUT
CLASS B RIP
RAP 18" DEEP
MATCH EXISTING PATH WIDTH
AND ELEVATION
PERMANENT SEED MIX
QUANTITY
SCIENTIF`:Q NAME
8
CAREX FLACCOSPERMA
9
CHASMANTHIUN#�' LATIFOLIUM
1.
SEEDED AREA SHALL BE CULTIPACKED TO FIRM SEEDBED AND COVER SEED.
LIME,
SEED AND FERTILIZER SHALL BE APPLIED WITH
NECESSARY EQUIPMENT TO GIVE UNIFORM
DISTRIBUTION OF THESE MATERIALS. THE KINDS
8
ANDROPOGON 'VIRGINICUS
OF MATERIALS TO BE
APPLIED PER ACRE:
10
CAREX WOODII
15
2.
PERMANENT SEEDING SHALL BE ESTABLISHED BY PLANTING THE SELECTED
PIPTOCHAETIUMI AVENACEUM
FERTILIZER
SEED MIX DESCRIBED IN 'PERMANENT SEED MIX' PROVIDED HEREIN. THE
TEMPORARY SEEDING
TYPE
PLA,!ITING RATE
10 -10 -10 BLEND
LIMESTONE STRAW MULCH
SELECTED SEED MIX IS PROVIDED BASED ON THE NC STREAM RESTORATION
JAN.
1 MAY 1
RYE (GRAIN)
120 LBS. /ACRE
750 LBS. /ACRE
2000 LBS. /ACRE 4000 LBS. /ACRE
( H MIXTURE
PIEDMONT RIPA RIAN I R AN BU FERS.N
F ANY SPECIES ON E PERMANENT SEEDING
MAY
1 — AUG. 15
GERMAN MILLET **
40 '_3S./ACRE
750 LBS. /ACRE
2000 LBS. /ACRE 4000 LBS. /ACRE
MIXTURE IS NOT AVAILABLE, CONTACT THE CONSTRUCTION MANAGER FOR
SUBSTITUTE SPECIES.
AUG.
15 — DEC. 30
RYE (GRAIN)
120 LBS. /ACRE
1000 LBS. /ACRE
2000 LBS. /ACRE 4000 LBS. /ACRE
PERMANENT SEEDING
3.
THE SEEDING SHALL BE COVERED WITH COIR MATTING BELOW BANKFULL
FERTILIZER * **
AND STRAW MULCH, OR APPROPRIATE REPLACEMENT, ABOVE BANKFULL TO
DATE
TYPE
PLA`,`TING RATE
10 -10 -10 BLEND
LIMESTONE * ** STRAW MULCH
THE LIMITS OF DISTURBANCE. MULCH IS TO BE SPREAD BY HAND, BLOWER
OR OTHER SUITABLE EQUIPMENT AND ANCHORED INTO THE TOPSOIL WITH
AUG.
20 - OCT. 25
BLEND OF 50% KY -31
250 LBS. /ACRE
1000 LBS. /ACRE
4000 LBS. /ACRE 4000 LBS. /ACRE
POLY DURING OR DISING.
FEB.
1 — MAR. 31
TALL FESCUE AND 50%
MIXTURE OF TOW OR
4.
GRAIN STRAW SHALL BE APPLIED OVER SEEDED AREAS AS A MULCH WITHIN
MORE TURF —TYPE
24 HOURS OF THE INITIAL SEEDING OPERATION. NO BARE GROUND SHALL
TALL FESCUE
BE VISIBLE WHEN RIDING BY A MULCHED AREA IF PROPER APPLICATION IS
PERMANENT SEEDING
WETLANDS
FERTILIZER * **
ACHIEVED. THICK CLUMPS OF STRAW ARE NOT PERMISSIBLE AS A UNIFORM
TYPE
PLANTING RATE
10 -10 -10 BLEND
LIMESTONE * ** STRAW MULCH
COVERAGE IS EXPECTED.
AUG.
20 — OCT. 25
SEE PERMANENT
20 3S. /ACRE
1000 LBS. /ACRE
4000 LBS. /ACRE 4000 LBS. /ACRE
5.
MULCHED AREA SHALL BE TACKED WITH LIQUID ASPHALT AT A RATE OF 0.10
FEB.
1 — MAR. 31
SEED MIX BELOW
GALLON PER SQUARE YARD (10 GAL /1000 SQ. FT.). HYDRAULIC TACKING
MATERIAL SHALL BE USED IN HIGH QUALITY WATER ZONES AND CRITICAL
HABITAT AREAS.
*
OMIT KOBE LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS
NOT TO EXTEND BEYOND JUNE.
6,
DITCH TREATMENT SHALL BE USED IN AREAS WHERE STEEP GRADES COULD
**
A SMALL — STEMMED SUDANGRASS MAY BE SUBSTITUTED AT A RATE
OF 50 LBS /ACRE.
CAUSE DITCH EROSION. USE OF EXCELSIOR MATTING OR
FIBERGLASS /SYNTHETIC ROVING IS ACCEPTABLE. DITCH TREATMENT SHALL
* **
QUANITIY OF FERTILIZER AND LIME SHALL BE
CONFIRMED BY SOILS
TEST.
BE INSTALLED BEFORE MULCHING OPERATION.
7.
VEGETATION SHALL BE ESTABLISHED ON ALL DISTURBED AREA WITHIN 15
DAYS OF COMPLETION OF ANY PHASE OF GRADING ACTIVITIES OR WHERE
CONSTRUCTION WILL TEMPORARILY CEASE FOR MORE 21 CALENDAR DAYS.
PERMANENT SEED MIX
QUANTITY
SCIENTIF`:Q NAME
8
CAREX FLACCOSPERMA
9
CHASMANTHIUN#�' LATIFOLIUM
8
DANTHONA SERICEA
8
SHIZACHYRIUM SCOPARIUM
9
PANICUM ANCE:PS
8
ANDROPOGON 'VIRGINICUS
10
ASCLEPIAS TUBEROSA
10
CAREX WOODII
15
HYSTRIX PATULA
15
PIPTOCHAETIUMI AVENACEUM
CITY OF RALEIGH
ALL CONSTRUCTION MUST BE IN ACCORDANCE
WITH ALL LOCAL, STATE: AND FEDERAL
RULES AND REGULATIONS
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORM WATER
PLANNING
FIRE
URBAN FORESTRY
COMMON NAME
INDICATORS RATE
WOODLAND SEDGE
FAC+
RIVER OATS
FAC -
SILKY OATGRASS
FACU-
LITTLE BLUESTEM
FACU
BEAKED PANICUM
FAC- 20 LBS /AC
BROOMSEDGE
FAC -
BUTTERFLY MILKWEED
UPL
PRETTY SEDGE
UPL
BOTTLEBRUSH GRASS
UPL
NEEDLEGRASS
UPL
NEW BRIDGE NOT SHOWN FOR
CLARITY, SEE STRUCTURAL
SHEET S -02
Cq'r se ( 9 H
JEED' BOOK 0000 PAClE�
Id
The Construction Contractor responsible for the extension of water, sewer and/or
reuse, as approved in these plans, is responsible for contacting the PUBLIC
WORKS DEPARTMENT at (919) 996 -2409, and the PUBLIC UTILITIES
DEPARTMENT at (919) 996 -4540 at least twenty four hours prior to beginning any
of their construction.
FAILURE to notify both City Departments in advance of beginning Construction, will
result in the issuance of monetary fines, and require reinstallation of any water or
sewer facilities not inspected as a result of this notification failure.
FAILURE to call for Inspection, Install a Downstream Plug , have Permitted Plans on
Job site, or any other Violation of City of Raleigh Standards will result in a Fine and
Possible Exclusion from future work in the City of Raleigh.
10 % ^%"X>
B RIP RAP
BRIDGE CROSS SECTION
INNOW-1011-
( IN FEET )
1 inch = 20 fL
RAM
D T I R 14 01 I
F I, q 5
Public
Sewer Collection / Extension System
The City of Raleigh consents to the connection and extension of the
City's public sewer system as shown on this plan. The material and
Construction methods: used for this project shall conform to the
standards and specifications of the City's Public Utilities Handbook.
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct:
Date
*1 C49
lerq Dewberry
Dewberry Engineers Inc.
2301 REXWOODS DRIVE
SUITE 200
RALEIGH, NC 27607
PHONE: [phone]
FAX [phone]
NCBELS # F -0929
SEAL
KEY PLAN
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PRELIMINARY
DO NOT USE FOR DEMOLITION
SCALE
I No. I DATE I BY I Description
REVISIONS
DRAWN BY
DESIGNED BY
CHECKED BY
DATE
CRG
NOVEMBER 2014
TITLE
JONES FRANKLIN
PROJECT NO. 50060182
SHEET NO.
7 OF 21
l
Cq'r se ( 9 H
JEED' BOOK 0000 PAClE�
Id
The Construction Contractor responsible for the extension of water, sewer and/or
reuse, as approved in these plans, is responsible for contacting the PUBLIC
WORKS DEPARTMENT at (919) 996 -2409, and the PUBLIC UTILITIES
DEPARTMENT at (919) 996 -4540 at least twenty four hours prior to beginning any
of their construction.
FAILURE to notify both City Departments in advance of beginning Construction, will
result in the issuance of monetary fines, and require reinstallation of any water or
sewer facilities not inspected as a result of this notification failure.
FAILURE to call for Inspection, Install a Downstream Plug , have Permitted Plans on
Job site, or any other Violation of City of Raleigh Standards will result in a Fine and
Possible Exclusion from future work in the City of Raleigh.
10 % ^%"X>
B RIP RAP
BRIDGE CROSS SECTION
INNOW-1011-
( IN FEET )
1 inch = 20 fL
RAM
D T I R 14 01 I
F I, q 5
Public
Sewer Collection / Extension System
The City of Raleigh consents to the connection and extension of the
City's public sewer system as shown on this plan. The material and
Construction methods: used for this project shall conform to the
standards and specifications of the City's Public Utilities Handbook.
City of Raleigh
Public Utilities Department Permit #
Authorization to Construct:
Date
*1 C49
lerq Dewberry
Dewberry Engineers Inc.
2301 REXWOODS DRIVE
SUITE 200
RALEIGH, NC 27607
PHONE: [phone]
FAX [phone]
NCBELS # F -0929
SEAL
KEY PLAN
X
C@ J
W g N
5 w z
_ Cr. z
l.- O
UL C/) Q
W U
0 CL w -J _J _
(21: w
�
w Z
U
® } _
0 W p
w
d N <
F_
PRELIMINARY
DO NOT USE FOR DEMOLITION
SCALE
I No. I DATE I BY I Description
REVISIONS
DRAWN BY
DESIGNED BY
CHECKED BY
DATE
CRG
NOVEMBER 2014
TITLE
JONES FRANKLIN
PROJECT NO. 50060182
SHEET NO.
7 OF 21