20181722 Ver 1_PCN Form Submission_20181219

DWR
IDIOM n of Water Resources
Site Coordinates
Latitude:
Pre -Construction Notification (PCN) Form
35.6801845
September 29, 2018 Ver 3
tial Review
u
Has this project met the requirements for acceptance
in to the review process?*
r Yes
r No
Is this project a public transportation project?*
G Yes r No
Change only if needed.
BIMS # Assigned *
Version#*
20181722
1
Is a payment required for this project?*
* No payment required
What amout is owed?*
* Fee received
r $240.00
r Fee needed - send electronic notification
r $570.00
Reviewing Office*
Select Project Reviewer*
Central Office - [phone]
Paul Wojoski:EADS\pawnjoski
Information for Initial Review
1a. Name of project:
White Oak Sewer Extension
1a. Who is the Primary Contact?*
Peter W. Galan, E. 1.
1b. Primary Contact Email:*
1c. Primary Contact Phone:*
[e-mail]
[phone]
Date Submitted
12/19/2018
Nearest Body of Water
White Oak Creek
Basin
Neuse
Water Classification
Q NSW
Site Coordinates
Latitude:
Longitude:
35.6801845
-78.5402678
AProcessing Information
u
County (or Counties) where the project is located:
Wake
Is this project a public transportation project?*
r Yes r No
1a. Type(s) of approval sought from the Corps:
* Section 404 Permit (wetlands, streams and waters, Clean Water Act)
r Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
1b. What type(s) of permit(s) do you wish to seek authorization?
P Nationwide Permit (NWP)
F- Regional General Permit (RGP)
F Standard (IP)

1c. Has the NWP or GP number been verified by the Corps?
r Yes r No
Nationwide Permit (NWP) Number:
NWP Numbers (for multiple NWPS):
1d. Type(s) of approval sought from the DWR:
W 401 Water Quality Certification - Regular
F Non -404 Jurisdictional General Permit
F Individual Permit
12 - Utility Lines
1e. Is this notification solelyfor the record because written approval is not required?
For the record only for DWR 401 Certification:
For the record only for Corps Permit:
r 401 Water Quality Certification - Express
W Riparian Buffer Authorization
1f. Is this an after -the -fact permit application?*
r Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
Acceptance Letter Attachment
Buffer SOA White Oak Sewer Extension.pdf
Neu -Con SOA White Oak Sewer Extension.pdf
1h. Is the project located in any of NC's twenty coastal counties?
r Yes r No
1j. Is the project located in a designated trout watershed?
C Yes O No
B. Applicant Information
1d. Who is applying for the permit?
F' Owner W Applicant (other than owner)
1e. Is there an Agent/Consultant for this project?
r Yes r No
2. Owner Information
2a. Name(s) on recorded deed:
Rodney Dickerson
2b. Deed book and page no.:
2c. Responsible party:
2d. Address
Street Address
900 7th Avenue
Address Line 2
cfty
Garner
Postal / Zip Code
27529
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
3. Applicant Information (if different from owner)
3a. Name:
r Yes r No
r Yes r No
118.13KB
117.73KB
Sate / Province / legion
NC
Country
USA
2f. Fax Number:

Rodney Dickerson
3b. Business Name:
3c. Address
Street Address
900 7th Avenue
Address Line 2
CRY
Garner
Fbstal / Zip Code
27529
3d. Telephone Number:
[phone]
3f. Email Address:*
[e-mail]
F"Project Information and Prior Project History
1. Project Information
1b. Subdivision name:
(ff appropriate)
1c. Nearest municipality/ town:
Garner
2. Project Identification
2a. Property Identification Number:
2c. Project Address
Street Address
Address Line 2
City
Pbstal / Zip Code
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
White Oak Creek
3b. Water Resources Classification of nearest receiving water:*
C; NSW
3c. What river basin(s) is your project located irl
Neuse
3d. Please provide the 12 -digit HUC in which the project is located.
030202011003
4. Project Description and History
State / province / Region
NC
0�untry
USA
3e. Fax Number:
2b. Property size:
State / Rovince / fegim
Country
4a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application:*
This project is proposed to be installed across open, uncleared land between a residential neighborhood and an NCDOT roadway in Garner. The installation will cross wetlands and an
unnamed tributary to White Oak Creek.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
r Yes r No r Unknown
4d. Attach an 8 1/2X11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR)
USGS Map.pdf 2.06MB
4e. Attach an 8 1/2 X 11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR)
Soil_Map.pdf 795.26KB
4f. List the total estimated acreage of all existing wetlands on the property
4g. List the total estimated linear feet of all existing streams on the property:

4h. Explain the purpose of the proposed project:*
This project proposes the installation of approximately 1,750 LF of 24 -inch gravity sewer and approximately 2,325 LF of 12 -inch gravity sever to serve the Town of Garner. This line Will
be installed and funded under the Town of Garner, then turned over to the City of Raleigh for operations and maintenance. The proposed 24 -inch main connects to an existing portion
of Raleigh's sewer system east of the Camelot neighborhood, near the US Business 70 and Raynor Road intersection. The downstream connection point is behind residential homes
near the intersection of Trail of Merlin and Lane of Sir Kay. The gravity line is routed north behind this neighborhood for approximately 1,756 LF (the entire 24 -inch portion), then the
installation changes to 12 -inch (approximately 2,325 LF installed), turning east and north east until it reaches US Business 70.
41. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
The Town of Garner proposes to install approximately 1,750 LF of 24 -inch gravity sewer and approximately 2,325 LF of 12 -inch gravity sewer. Installation methods will vary depending
on local conditions. The installation will be performed by open cut along the entire length. Equipment used will include track hoe excavators, front end loaders, dump trucks, and pickup
trucks.
4j. Please upload project drawings for the proposed project.
Binder1.pdf 23.12MB
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
r Yes 6 No f Unknown
Comments
5b. If the Corps made a jurisdictional determination, what type of determination was made?*
r Preliminary r Approved f Not Verified r Unknown f N/A
Corps AID Number:
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
Sd1. Jurisdictional determination upload
6. Future Project Plans
6a. Is this a phased project?*
r Yes G- No
Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity?
No.
D. Proposed Impacts Inventory
1. Impacts Summary
1a. Where are the impacts associated with your project? (check all that apply):
W Wetlands W Streams -tributaries 17 Buffers
r- Open Waters r- Pond Construction
2. Wetland Impacts
W2
2a1 Reason M
Trenching for Utilities
2b. Impact type * M
P
2c. Type of W.
Riverine Swamp Forest
2d. W. name *
Freshwater
Forested/Shrub
Wetland
2e. Forested*
Yes
2f. Type of2g.
Judicition*M
ris
Corps
Impact
area*
0.134
(acres)
W4
Trenching for Utilities
T
Riverine Swamp Forest
Freshwater
Forested/Shrub
Wetland
E
:1
Corps
0.811
(acres)
2g. Total Temporary Wetland Impact
0.811
2g. Total Wetland Impact
0.945
2g. Total Permanent Wetland Impact
0.134
2h. Comments:
Please note that all vetland data (i.e. wetland extents in project area) were retrieved from the US Fish & Wildlife Service National Wetlands Inventory.
Please see impact sheets for impact polygons and area of wetland impacted by sheet.

3. Stream Impacts
❑ 3a. Reason for impact (?) 3b.lmpact type * 3c. Type of impact * 3d. S. name * 3e. Stream Type * 3f. Type of 3g. S. width * 3h. Impact
(�) Jurisdiction* length*
Unlit Installation Tem ora Other LIT To White Oak Creek t77t__]BothS1 Y pryAvera e(feet) (linear feet)
3i. Total jurisdictional ditch impact in square feet:
131
0
LIT To White Oak Creek
3i. Total permanent stream impacts:
3i. Total temporary stream impacts:
0
10
3i. Total stream and ditch impacts:
IT To White Oak Creek
10
806
3j. Comments:
133
Please see attached Stream Impact table for latitude/longitude coordinates of stream crossing.
Ui To White Oak Creek
6. Buffer Impacts (for DWR)
1,637
6a. Project is in which protect basin(s)?
Clh ck all that apply.
R Neuse
r Tar -Pamlico
r Catawba
r Randleman
F Goose Creek
r Jordan Lake
F_ Other
6b. Impact Type 6c. Per or Temp 6d. Stream name 6e. Buffer mitigation required? 6f. Zone 1 impact 6g. Zone 2 impact
131
P
LIT To White Oak Creek
No
1,593
1,725
132
T
IT To White Oak Creek
No
806
486
133
P
Ui To White Oak Creek
Yes
1,637
0
6h. Total buffer impacts:
Zone 1
Total Temporary impacts: 806.00
Zone 1
Total Permanent impacts: 3,230.00
Zone 1
Total combined buffer impacts: 4,036.00
6i. Comments:
Please see impact maps for proposed sewer corridor and impact polygons.
Supporting Documentation
C-1.01 w.pdf
C-1.02b.pdf
C-1.02w.pdf
E. Impact Justification and Mitigation
1. Avoidance and Minimization
Zone 2
486.00
Zone 2
1,725.00
Zone 2
2,211.00
767.24KB
552.12KB
590.87KB
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
Where wetlands, streams, and buffers are crossed, the crossing is proposed to be as close to perpendicularly as possible. In locations where
perpendicular crossings of these features is not possible, the length of disturbed area Will be minimized to the extent that the project can be
completed.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Proper erosion control techniques will be employed throughout the project, including the use of water bars, silt fence, silt fence outlets, and
construction entrances. In addition, stabilization of certain areas will be required in a shorter time frame than is standard.

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?
r Yes r No
2c. If yes, mitigation is required by (check all that apply):
R DWR r- Corps
2d. If yes, which mitigation option(s) will be used for this project?
V Mitigation bank r Payment to in -lieu fee r Permittee Responsible
program Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
See below
3b. Credits Purchased/Requested (attach receipt and letter)
Type: Quantity:
Riparian buffer 4,911 sq. ft.
Riparian wetland 0.134 ac.
Attach Receipt and/or letter
Neu -Con SOA White Oak Sewer Extension.pdf
Buffer SOA White Oak Sewer E:Qension.pdf
117.73KB
118.13KB
3c. Comments
Buffer mitigation credits to be utilized from one of the following banks: EBX Neuse I, LLC Neuse Riparian Buffer Umbrella Mitigation Bank, RES Neuse
Buffer and Nutrient Offset Umbrella Mitigation Bank, or UBX Upper Neuse Riparian Buffer Umbrella Mitigation Bank.
Wetland mitigation credits to be utilized from the EBX-Neuse-sponsored Neu -Con Wetland & Stream Umbrella Mitigation Bank.
6. Buffer mitigation (State Regulated Riparian Buffer Rules) - required by DWR
6a. Will the project result in an impact within a protected riparian buffer that requires buffer mitigation? If yes, you must fill out this entire form - please contact DWR for more
information.
r Yes r No
6b. If yes, then identifythe square feet of impact.
Zone 2 0 0
6f. Total buffer mitigation required
4911
6g. If buffer mitigation is required, is payment to a mitigation bank or NC Division of Mitigation Services proposed?
r Yes r No
6h. Attach the acceptance letter from the mitigation bank or NC Division of Mitigation Services.
Buffer SOA White Oak Sewer 6dension.pdf 118.13KB
6j. Comments:
Buffer mitigation credits to be utilized from one of the following banks: EBX Neuse I, LLC Neuse Riparian Buffer Umbrella Mitigation Bank, RES Neuse
Buffer and Nutrient Offset Umbrella Mitigation Bank, or UBX Upper Neuse Riparian Buffer Umbrella Mitigation Bank.
FF. Stormwater Management and Diffuse Flow Plan (required by DWR)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
r Yes r No
What type of SCM are you providing?
6c. Reason for impact
6d. Total impact
(square feet)
Multiplier
6e. Required mitigation
(square feet)
Zone 1
Trenching for utilities
1,637
3
4,911
Zone 2 0 0
6f. Total buffer mitigation required
4911
6g. If buffer mitigation is required, is payment to a mitigation bank or NC Division of Mitigation Services proposed?
r Yes r No
6h. Attach the acceptance letter from the mitigation bank or NC Division of Mitigation Services.
Buffer SOA White Oak Sewer 6dension.pdf 118.13KB
6j. Comments:
Buffer mitigation credits to be utilized from one of the following banks: EBX Neuse I, LLC Neuse Riparian Buffer Umbrella Mitigation Bank, RES Neuse
Buffer and Nutrient Offset Umbrella Mitigation Bank, or UBX Upper Neuse Riparian Buffer Umbrella Mitigation Bank.
FF. Stormwater Management and Diffuse Flow Plan (required by DWR)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
r Yes r No
What type of SCM are you providing?

F Level Spreader
F Vegetated Conveyance (lower SHWT)
F Wetland Swale (higher SHWT)
r Other SCM that removes minimum 30% nitrogen
* Proposed project will not create concentrated stormwater flow through the buffer
Diffuse Flow Documentation
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?*
r^ Yes r No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?
r Yes r No
Comments:
No additional built -upon area is proposed.
G. Supplementary Information
1. Environmental Documentation
1a. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?*
r Yes r No
1b. 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 (North Carolina)
Environmental Policy Act (NEPA/SEPA)? *
r^ Yes r No
Comments:*
No environmental review document is required for this project.
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15ANCAC 2H.1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 2B.0200)?*
r- Yes
r No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
r Yes r No
3b. If you answered "no," provide a short narrative description.
This outfall is being constructed to serve a business owner upstream of epsting sewer. It is possible that the outfall could be extended in the future,
but in the immediate future no significant development that would have an impact on downstream water quality is planned.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
c Yes r- No r N/A
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or habitat? *
r Yes
r No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
r Yes r No
5c. If yes, indicate the USFWS Field Office you have contacted.
Raleigh
5d. Is another Federal agency involved?*
r- Yes r No
Se. Is this a DOT project located within Division's 1-8?
r Yes r No
5f. Will you cut anytrees in order to conduct the work in waters of the U.S.?
r Yes r No
5g. Does this project involve bridge maintenance or removal?
C Unknown

r Yes r No
5h. Does this project involve the construction/installation of a wind turbine(s)?*
f Yes r No
5i. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.?
r Yes r No
If yes, please provide details to include type of percussive activity, purpose, duration, and specific location of this activity on the property.
W h iteOak_PercussiveActivity. pd f
6.67KB
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
USFWS Self -Certification letter in the process of being created; we will forward to the appropriate offices upon completion. No Designated Critical
Habitats in project area per https://fws.maps.arcgis.conVhome/vvebmap/viewer.html?webmap=9d8de5e265ad4fe09893cf75b8dbfb77
Consultation Documentation Upload
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
r^ Yes
r No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
https://vmw.habitat.noaa.gov/protection/efh/efhniapper/
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 status?*
r Yes
r No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
The SHPO Historic Properties Map shows that there are no historic buildings within a 0.5 mile radius of the project alignment. There are multiple
buildings noted, but all of these are deemed ineligible as historic properties.
7c. Historic or Prehistoric Information Upload
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?*
r Yes
r No
8b. If yes, explain how project meets FEMA requirements:
Project is an underground installation with all utilities being installed in trenches belowground level. Manholes installed in the 100 -year Floodplain will
be installed with watertight covers and vents where applicable.
8c. What source(s) did you use to make the floodplain determination?*
NC Floodplain Mapping Program National Flood Insurance Rate Map, Panel 1730 - see attached in miscellaneous section.
Miscellaneous
Comments
Documents attached below.
Floodplain map (DFIRM_NC_3720173000J.pdf)
- PCN Stream Impacts.pdf
Miscellaneous attachments not previously requested.
DFIRM_NC_3720173000J.pdf 1.96MB
PCN Stream Impacts.pdf 6.47KB
Signature
j7 By checking the box and signing below, I certify that:
• I have given true, accurate, and complete information on this form;
• I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act');
• 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
• I intend to electronically sign and submit the PCN form.
Full Name:
Peter W Galan
Signature
Sign
Date

12/19/2018

THE
OOTEN
COMPANY
120 North Boylan Ave
Raleigh, NC 27803
919.828.0531
fax [phone]
Octoher 7., 701 R
Reviewer
Division of Water Quality
401/Wetlands Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
Re: NCDEQ Agent Authorization Letter
Northem Nash Water System
Town of Garner, North Carolina
TWC No. 2432-G
Dear Reviewer:
The undersigned hereby authorizes The Wooten Company to proceed on behalf of the
Town of Garner, as the agent for consulting and permitting purposes related to the
submittal of the Pre -Construction Notification for the White Oak Sewer Extension
Project, located in Wake County, North Carolina. This agent authorization letter
supersedes all previous agent authorizations.
If you should have any questions or require additional information, please do not hesitate
to contact us at [phone].
Sincerely,
Jamie Gregg, P. E.
THE WOOTEN COMPANY
Signature: 1Z)_
Printed Name: Rodney Dickerson
Organization: Town of Garner
Mailing Address: 900 7`h Avenue
Phone No
Garner, NC 27529
919-717-4407

Stream Impact Table for PCN Submittal
White Oak Sewer Extension
*All stream impact lengths are quantified by the maintenance corridor = 10' wide (5' on each side of pipe)
**Lat/Long coordinates are at intersection of new pipe and centerline of stream
Average
Latitude**
Longitude**
Stream
Sheet
Permanent or
Perennial or
stream width
Impact Length
Coordinates
Coordinates
Impact ID
Number
Temporary
Stream Name
Intermittent
(feet)
(linear feet)*
(Decimal Degrees)
(Decimal Degrees)
S1
C-1.02
Temporary
LIT To White Oak Creek
Intermittent
16
10
35.6801845
-78.5402678
*All stream impact lengths are quantified by the maintenance corridor = 10' wide (5' on each side of pipe)
**Lat/Long coordinates are at intersection of new pipe and centerline of stream

2130000 FEET 2140000 FEET
710000 FEET 78°33'30"W 78°33'0"W 78°32'30"W 78°32'0"W 710000 FEET
35°42'0"N
1'b
°Ok
GARNER ETJ - ► .
s� r�aa�eRa N r_,N v
"►. Y � Pin N 4 t
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a I.
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-
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35°41'30"N
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Ifsti GARNER i *� '�`� /r • ' D'I = ?8s3
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35°41'0"N
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.7 1 r
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la rT ' i II
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35°40'30"N �c, ' q� r, -'
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` [� � � � '�� ]tri ► _
� ° � YT'hite Oak ZO AE i
�,, AA Creek B•' -i'n 19,
700000 FEET "; • ' ZONE AE ' t St eam 3 700000 FEET
78°33'30"W 78°33'0"W 78°32'30"W 78°32'0"W
2130000 FEET 2140000 FEET
FMA'S Coa)PERATING TECHhIICALPAFM4E17
This digital Flood Insurance Rate Map (FIRM) was produced through a unique
cooperative partnership between the State of North Carolina and the Federal
Emergency Management Agency (FEMA). The State of North Carolina has
implemented a long term approach to floodplain management to decrease the
costs associated with flooding. This is demonstrated by the State's commitment
to map flood hazard areas at the local level. As a part of this effort, the State of
North Carolina has joined in a Cooperating Technical State agreement with
FEMA to produce and maintain this digital FIRM.
FLOOD HAZARD INFORMATION NOTES TO USERS SCALE
SEE FIS REPORT FOR ZONE DESCRIPTIONS AND INDEX MAP
THE INFORMATION DEPICTED ON THIS MAP AND SUPPORTING
DOCUMENTATION ARE ALSO AVAILABLE IN DIGITAL FORMAT AT
HTTP://FRIS.NC.GOV/FRIS
Without Base Flood Elevation (BFE)
Zone A,V, A99
With BFE or Depth zone AE, AO, AH, VE, AR
SPECIAL FLOOD Regulatory Floodway
HAZARD AREAS
OTHER AREAS OF
FLOOD HAZARD
0.2% Annual Chance Flood Hazard, Areas
of 1% Annual Chance Flood with Average
Depth Less Than One Foot or With Drainage
Areas of Less Than One Square Mile zone x
Future Conditions 1% Annual
Chance Flood Hazard zone x
Area with Reduced Flood Risk due to Levee
See Notes zone x
OTHERAreas Determined to be Outside the
AREAS o
0.2 /o Annual Chance Floodplain zone x
------------- Channel, Culvert, or Storm Sewer
Accredited or Provisionally Accredited
GENERAL Levee, Dike, or Floodwall
STRUCTURES i i i i i i i i i i i i i Non -accredited Levee, Dike, or Floodwall
BM5510 X North Carolina Geodetic Survey bench mark
BM55100 National Geodetic Survey bench mark
BM5510� Contractor Est. NCFMP Survey bench mark
Cross Sections with 1% Annual Chance
Water Surface Elevation (BFE)
a- - - - - Coastal Transect
— - - - - - Coastal Transect Baseline
Profile Baseline
Hydrographic Feature
OTHER Limit of Study
FEATURES Jurisdiction Boundary
For information and questions about this map, available products associated with this FIRM including
historic versions of this FIRM, how to order products or the National Flood Insurance Program in general,
please call the FEMA Map Information eXchange at 1 -877 -FEMA -MAP (1-877-336-2627) or visit the FEMA Map
Service Center website at http://msc.fema.gov. An accompanying Flood Insurance Study report, Letter of Map
Revision (LOMR) or Letter of Map Amendment (LOMA) revising portions of this panel, and digital versions of this
FIRM may be available. Visit the North Carolina Floodplain Mapping Program website at http://www.ncfioodmaps.co ,
or contact the FEMA Map Service Center.
Communities annexing land on adjacent FIRM panels must obtain a current copy of the adjacent panel as well as
the current FIRM Index. These may be ordered directly from the Map Service Center at the number listed above.
For community and countywide map dates refer to the Flood Insurance Study report for this jurisdiction.
To determine if flood insurance is available in the community, contact your Insurance agent or call the National
Flood Insurance Program at 1-800-638-6620.
Base map information shown on this FIRM was provided in digital format by the North Carolina Floodplain
Mapping Program (NCFMP). The source of this information can be determined from the metadata available in the
digital FLOOD database and in the Technical Support Data Notebook (TSDN).
ACCREDITED LEVEE NOTES TO USERS: If an accredited levee note appears on this panel check with your local
community to obtain more information, such as the estimated level of protection provided (which may exceed the
1 -percent -annual -chance level) and Emergency Action Plan, on the levee system(s) shown as providing protection.
To mitigate flood risk in residual risk areas, property owners and residents are encouraged to consider flood
insurance and floodproofing or other protective measures. For more information on flood insurance, interested
parties should visit the FEMA Website at http://www.fema.gov/business/nfip/index.shtm.
PROVISIONALLY ACCREDITED LEVEE NOTES TO USERS: If a Provisionally Accredited Levee (PAL) note
appears on this panel, check with your local community to obtain more information, such as the estimated level of
protection provided (which may exceed the 1 -percent -annual -chance level) and Emergency Action Plan, on the
levee system(s) shown as providing protection. To maintain accreditation, the levee owner or community is
required to submit the data and documentation necessary to comply with Section 65.10 of the NFIP regulations.
If the community or owner does not provide the necessary data and documentation or if the data and documentation
provided indicates the levee system does not comply with Section 65.10 requirements, FEMA will revise the flood
hazard and risk information for this area to reflect de -accreditation of the levee system. To mitigate flood risk in
residual risk areas, property owners and residents are encouraged to consider flood insurance and floodproofing
or other protective measures. For more information on flood insurance, interested parties should visit the FEMA
Website at http://www.fema.gov/business/nfip/index.shtm.
LIMIT OF MODERATE WAVE ACTION NOTES TO USERS: For some coastal flooding zones the AE Zone
category has been divided by a Limit of Moderate Wave Action (LiMWA). The LiMWA represents the approximate
landward limit of the 1.5 -foot breaking wave. The effects of wave hazards between the VE Zone and the LiMWA
(or between the shoreline and the LiMWA for areas where VE Zones are not identified) will be similar to, but less
severe than those in the VE Zone.
Limit of Moderate Wave Action (LiMWA)
COASTAL BARRIER RESOURCES SYSTEM (CBRS) NOTE
This map may include approximate boundaries of the CBRS for informational purposes only. Flood insurance is not
available within CBRS areas for structures that are newly built or substantially improved on or after the date(s)
indicated on the map. For more information see http://www.fws.gov/habitatconservation/coastal_barrier.html, the
FIS Report, or call the U.S. Fish and Wildlife Service Customer Service Center at 1 -800 -344 -WILD.
CBRS Area Otherwise Protected Area
Map Projection:
North Carolina State Plane Projection Feet (Zone 3200)
Datum: NAD 1983 (Horizontal), NAVD 1988 (Vertical)
1 inch = 500 feet 1:6,000
0 250 500 1,000
Feet
Meters
0 75 150 300
PANEL LOCATOR
E
M
0
Cn
a
i
Ma
0
0
LL
t�
0
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NORTH CAROLINA FLOODPLAIN MAPPING PROGRAM
NATIONAL FLOOD INSURANCE PROGRAM
FLOOD INSURANCE RATE MAP
NORTH CAROLINA aVpiR
o
PANEL 1730 0
'rt4 1l D StiC�F
FEMA
Panel Contains:
COMMUNITY
GARNER, TOWN OF
WAKE COUNTY
CID PANEL SUFFIX
370240 1730 1
370368 1730 1
MAP NUMBER
3720173000J
MAP REVISED
05/02/06

White Oak Sewer Extension
Town of Garner
Percussive Activities Involved in Construction
This is a linear utility project, installing new gravity sewer through open land. As with
any gravity sewer installation that requires excavation more than 3-5 feet deep, there is
the possibility for the presence of rock. If any rock is found, it would require removal by
mechanized methods. The actual quantity, the specific location, and the duration of the
excavation are completely dependent on actual field conditions, which are difficult to
predict at this stage of the project. Geotechnical investigation is in the process, but even
with that the full extent of the need for mechanical removal of rock is unknown until the
project gets underway.

A
TEMPORARY STREAM CROSSING.
P'y CONTRACTOR SHALL INSTALL
STREAM "FORD" CROSSING
DURING SANITARY SEWER
INSTALLATION.
(SEE DETAIL)_ _ - -
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1 �� �W4
�\ \\ TEMPORARY DIVERSION 1 �' SILT FENCE ' W2-1-
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(SEE DETAIL) I (SEE DETAIL)
\�Line (Approx) \� j
\ I property I I 1 / /0
\\ 100 yr Flood
Elev = 260.0 /
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Property of
/ LYNCH, WILLIAMJRO
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PIN # 1730620834
Property of
Raynor, Bobby Carlyle Raynor, Margaret F
DB 004225 PG 00496
PIN # 1730632169
/ II i� Ilu vv vv,
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IMPACT TYPE (SQ. FT.)
WI: PERMANENT WETLAND IMPACT - I OFT (NOT WOODED)
LIVE STAKE PLANTING
W2: PERMANENT WETLAND IMPACT - IOFT (WOODED)
FOR STREAM STABILIZATION
W3: TEMPORARY WETLAND IMPACT (NOT WOODED)
AFTER SANITARY SEWER /
'
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(SEE DETAIL)
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/ // / ,,' / DB 011409 PG 00720
/ // �,/ ,I \\ PIN#1730732237\It\ \\ \ `�
W2
WAR BAR \ \ 10 TEMPORARY
SILT FENCE _ _ _ _ / // /' ,� ,/ LIMITS OF ,' / 1i
1 DIVERSION, NP. CONSTRUCTION / O
OUTLET / /' TEMPORARY DIVERSION DISTURBANCE, TYP. �,' ' (SEE DETAIL) �1 EASEMENT \ O
(SEE DETAIL) / // ,' DITCH ,/ //' 12 PVC SANITARY SEWER / i \I i� `\ `� +
/ //' / (SEE DETAIL) r' ,' /' /' .' / / I \ M
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\ \, N I \�i i M SILT FENCE, TYP., u+i \ \\ \------_ -- _M /r = W
MANHOLE No. 12 `�' ; '�' I �, `'' \ (SEE DETAIL) ` "' '\ '
\ \ MANHOLE No. 13 _ w
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I i I 180 00 00I I SEVEN (7) DAY STABILIZATION LIMITS OF ��� .4 180000'00" SILT FENCE - - -' Q
Property Line (Approx, l l ' �� \ N 702,793.22 I I \ DISTURBANCE TYP. �� �\ -''
\ REQUIRED IN THIS AREA N 702,778.96 OUTLET
,. 271°12'08"� 2o, 30 // \ �\ ' E 2 136 743.08 1 Q I \
�1
/ / \ \ I / 1 \ \ E 2,137,131.52 _(SEE DETAIL) " 30 PERMANENT SANITARY
N 702,806.99 / / ��\ � I ` � \ i i � � � `\ _ , \ � - _ _
/ SEVEN (7) DAY STABILIZATION U \ \ i i SEWER EASEMENT
/ / E 2,136,368.25
REQUIRED IN THIS AREA
Property of SILT FENCE, TYP.
/ Bro den, William011[ / / 1 / (SEE DETAIL)
/ DB 012660 PG 02004 MANHOLE No. 10—
PIN # 1730620722
-
TSTA. 26+35.09
154018'20"
N 702,693.19
gp, E 2,136,366.46
/ , � 1 / ` � ` ` �_ --_ �� \ `� `� QHS \\
TfropertyL• /' /' I 1 ' ,W4 11/� 1 / \ \\ \` ` \ `\`— — —`` \\� ` \� \\`-- ��0 \
/ �e �ApproX / 1 / \ I ♦ ` — — — — _ _ — Property of \ — — — _
/ /' 1 �0�' 40 PERMANENT SANITARY ` I l NLS \ \ __ NC Department ortatic, `\ Property of
p p `\ Capitol Broadcasting Co INC
SEWER EASEMENT DB 007404 Pc 0002s \ \
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100 yr Flood' \ \ \ / PIN # 1730702709
Elev = 257.6 20' TEMPORARY CONSTRUCTION
1 1 I EASEMENTr.71�
Property of I 1 1 OOiSZ I 1 \\ —255�{
Burt, Tara ;
DB 015502 PG 02506 ' �� 1
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I MANHOLEN0.9 \\ o��\\ ` // //, '/,' //�. /'%' ---------------''' /' '/
1 STA. 25+30.60 \ 4 / / _ _ _ 7—
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N 702 598.36
E 2,136,318.99
�_ Proper ' t II 24" PVC SANITARY SEWERP-o
x 1 I LIMITS OF
Property of DISTURBANCE, TYP. property of �l ,/ - - - - - - _
- - - - - - -
Keene, Max L Keene, Lola W
Raynor, Bobby Margaret F
J 1nor, g Carlyle Ra Mar
DB 002450 PG 00400 J
PIN # 1730529572 MATCH LINE STA. 24+00 DB PIN 1 N # # 1 P3 00496
730632169
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WI: PERMANENT WETLAND IMPACT - I OFT (NOT WOODED)
0
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3,492
W3: TEMPORARY WETLAND IMPACT (NOT WOODED)
0
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PROJECT NO.:
2432-G
DATE
SCALE:
OCTOBER 2018
HORZ.: 1" = 50'
VERT.: 1 " = 5'
SHEET 4 OF 8
C-1.02
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PROJECT NO.:
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DATE
SCALE:
OCTOBER 2018
HORZ.: 1" = 50'
VERT.: 1 " = 5'
SHEET 4 OF 8
C-1.02

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TEMPORARY STREAM CROSSING.
CONTRACTOR SHALL INSTALL
STREAM "FORD" CROSSING
DURING SANITARY SEWER I
INSTALLATION.
(SEE DETAIL)-
�� \,`
\ I I B3
TEMPORARY DIVERSION , Ior 1
SILT FENCE ' B2
DITCH \\ 1I I I // OUTLET
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Elev = 260.0 /
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LYNCH, WILLIAMJR
DB 006100 PG 00854 // /'T j / ++ _
PIN # 1730620834 f / / / / / • °0
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/ I
Property of
Raynor, Bobby Carlyle Raynor, Margaret F
DB 004225 PG 00496
PIN # 1730632169
I IIV v i / I / / / 1 \ \ \ \ ` \ \
Property of \ \ \
Rop-, Richard Trustee_ Rogers, Ann R Trustee
DB 011409 PG 00720
`STREAM CROSSING S1 ,
PIN#1730732237\
17307.? 37 \ \ \
LIVE STAKE PLANTING
FOR STREAM STABILIZATION,
AFTER SANITARY SEWER\' \ /'
INSTALLATION / / / '.'/ i WAR BAR �\ \\ 10' TEMPORARY
/ SILT FENCE _ _ _ '' / / / LIMITS OF ,' / J DIVERSION TYP. 1 CONSTRUCTION / O
(SEE DETAIL) _ ��,' OUTLET / / /'TEMPORARY DIVERSION DISTURBANCE TYP. ,' ' SEE DETAIL 1 �� EASEMENT O
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\ \ B2 ( ) / // / DITCH / / 1 I \ ` +
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1
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I 1 I 1 I M I 1 I � I SILT FENCE, TYP. � , ; � `\ �
MANHOLE No. 12 `Y' 1 `n I 1, \ `Y' \ (SEE DETAIL) ` M M M = W
1 \ \ \ MANHOLE No. 13 _ W
I STA. 31+34.42 STA. 34+09.55 , - /- F- Ln
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180-00'00"'�I SEVEN (7) DAY STABILIZATION LIMITS OF 1 \��o 180°00'00" SILT FENCE - - - -' Q
I \ ' N 702,793.22 I I REQUIRED IN THIS AREA \ DISTURBANCE, TYP. \ N 702 778.96 ` OUTLET -
i pproa,I , . ' 271 L/ -UO 20' 30 / I \\ E 2 136 743.08 I I ` ` �`_
/ i \ ` I / I \ \ E 2,137,131.52 _(SEE DETAIL) ' 30 PERMANENT SANITARY
N 702 806.99 \ _ -
,' SEVEN (7) DAY STABILIZATION U / ti / / ` \ \ \ i I 1 `\ `\ _ _ , ' - - SEWER EASEMENT
/ E 2,136,368.25 N v /
REQUIRED IN THIS AREA i , /`� �� __ � � � '� ,,'' 1
Property of / l t If If
SILT FENCE, TYP. N /\m �\ \\ o \ \\ \\ \ �\ \ \ \ _ _ _ _
den, WilliamOill
(SEE DETAIL)
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PIN # 1730620722 STA. 26+35.09
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\ \ _ _ _ P P `\ \ \ Capitol Broadcasting Co INC
SEWER EASEMENT I \ ' rya / `` \\� _ _ _ _ _ DB 007404 PG 00028 �\ \ \ \
PIN # 1730614877 DB 002532 PG 00044
100 yr Flood ' 1 I \ �/� \ / \� \ — — — ,\ `\ `\ 1 / / PIN # 1730702709
Elev = 257.6 / i 20' TEMPORARY CONSTRUCTION �<�/_\
/ I ' EASEMENT / � \ -255
/ / 1 1 \
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Property of /
Burt, Tara
DB 015502 PG 02506 j I MANHOLE No. 9 `\ � ` 1 ` �� .' �' '// ,�',,-----�
PIN#1730529692 // , STA. 25+30.60
.4 205°29'14..
N 702 598.36 ` ,-'' ,-'—/� \\_' ---
,/ E 2,136,318.99
Proper X II 24" PVC SANITARY SEWER \�� / /' ,'// .''' .'''--'/ •'- \`` \ — — —
/(Ap7,r0
1
) i , LIMITS OF
Property of / I I / DISTURBANCE TYP. \ �\ l 11/ / IG / / / \ - - - - - - - - - - - -
Keene, Max LKeene, Lola W I I '� r Property of \ \ // , / . , / , � ,i � , ---______---
Ra nor, BobbyCarlyle Raynor, Margaret F
DB 002450 PG 00400 J' J' 1' g R i •' -' - i . / — — , ' _
PIN # 1730529572 MATCH L INE STA. ')j00 + DB 004225 PG 00496
PIN # 1730632169
SEE SHEET C-1.01
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IMPACT TYPE (SQ. FT.)
B 1:
PERMANENT BUFFER ZONE I IMPACT
1,593
B 1:
PERMANENT BUFFER ZONE 2 IMPACT
1,725
132:
TEMPORARY BUFFER ZONE I IMPACT
806
132:
TEMPORARY BUFFER ZONE 2 IMPACT
486
133:
PERMANENT BUFFER ZONE I IMPACT (MITIGATION REQUIRED)
11637
133:
PERMANENT BUFFER ZONE 2 IMPACT (MITIGATION REQUIRED)
0
S I : STREAM IMPACT NUMBER
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CHECKED BY:
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PROJECT NO.:
2432-G
DATE
SCALE:
OCTOBER 2018
HORZ.: I" = 50'
VERT.: 1 " = 5'
SHEET 4 OF 8
C-1.02

X27
Lane of Sir Kays(�o11)
\ ,loop-
-� _ ` - - - - - - - ' Property 260, 1 \ 1 g
\ \ \ 1 Property of Campbell, Patrick C Campbell, An
\ Moore, Michael W Moore, Judy M _ _ _ _ _ — — — — DB 016334 PG 01787 - / Qj
\ a. _ _ _ _ / DB 006261 PG 00685 _ _ _ — /
�� ---- _ PIN#1730517500------------- ° PIN#1730517679 // /
-260
— — — _ — Property of \\ Property of Proper of I 1 Property of
/ °p \ Property I o \
— — — — — — — — — — — — — — — FVa;lenzuela, Pedro Es moza Bo ette, C thia
— — / — — Whisnant, Bobby L Whisnant, Connie SP 7 Cynthia Murrayy I \ Aqua North Carolina INC \
10' Draina e Property of / _ — — _ _ _ ^ \
g �. � c`� DB 005148 PG 00846 \B 009779 PG 01602 DB 004782 PG 00722 I \ � DB 013547 PG 00076 / g
Easement 1 _ _ _ PIN # 1730528061 PIN # 1730529103 \ \ Property of
` HIGHT, SPENCER \ \ Q
DB 016656 PG 01990 --------_ 9 m 260— — / / \\ �° -- / I - \\ / Keene, MaxLKeene,LolaW
';� \ PIN # 1730518921 / I PIN # 1730529344 P \
PIN # 1730516237 — — — —tea -
.` ,.d _--_ ���_' / `\ ` �- ��/ Ig �� \\ �ti� N DB 002450 PG 00400
------ \�` Brorwnerty ofCha Chastity
----__ ---- — -------------------- \\ ` /I v \ /� v PIN #1730 2
52957
— — DB 016859 PG 00865 — — — — — — — — \
Exist. SSMH No. 1 — — — 1 y PIN# 1730517346 —\: — _ — — a
STA. 10+00 ---�- iso' SEVEN (7) DAY STABILIZATION _ 24" PVC SANITARY SEWER / ` �' / v ` \
171°02'59" 1 -- fie �` _ _ _ _ _ _ _REQUIRED IN THIS AREA TYP. _ _ _ _ EIP(Bent _ _ - _ / /` \ \\ �i o // g o \\ W2
— a
IT
— — — — — — — — — — -
- � - 100 r Flood - - �o \ \ ,�' \ — — / / / � Restrictive Coven�Se�entperPlat ` \
N 701,208.02 1 -- _ _ _ �\ Y r/ /
—260—
E
260— — /' 10'Danage&U.rDBI81sss4�s \
E 2,135,804.54 4e Elev = 246.3 �'_SEVEN (7) DAY STABILIZATION
1 _ / - - - - _ J - - - ` \ /' - - - - REQUIRED IN THIS AREA TYP. \
------V 10 Dramage� / N — -- ------ _ --- , / QU \ \
_ - \ \` LIMITS OF � ' �\ ,' \ \
�'�Ita�ar.�, — — — — � Easement. _ _ -- _ _ 9N� —. � B. \\ `\ /
\ - \
`CONSTRUCTION 1 — — — — — —�— � i i /�+ ,' - \ - - -DISTURBANCE - - - - -- - --
ENTRANCE ---__ / \ \ 10'Drainage \ ♦ \
EIP (Bent); � - - - - - o < �� `'. , / \ (NP) /\ � � Easement �
(SEE DETAIL) — -250 , — — — — -�me ®'�� �\ \ - - - - \\
Property L o \ \
90
/ � o \ \ iL 24 PVC SANITARY SEWER �t ` rn =
�W o0 0 0� o�Ooo° �gg��oo o *ft% \ �— \ \ \ --------------- ----- ------- _- \ _-
oc 16° yanitar Sewer °° `�°J �_. �50—MANHOLE-\ _ ` A'
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_ STA. 13+94.50 - � — * Z
SILT FENCE, TYP. — — - 209°03'24" \\ Elev = 248.2
NLS _ �- - LIMITS OF (SEE DETAIL) N 701,601.18
(4"Rebar) _ ---- E 2,135,814.12 \y MANHOLE NO. 4
30'City of Raleigh - - DISTURBANCE STA. 15+71.83 �/ \\ � O
MANHOLE NO. 2 — �� _
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;1.. � STA. 11+56.00 �\ (TYP) 157°21' 14" / \ - _ _ - - - c�� \� / � k o � - - - - - - - 0 �
12" O` Bollard o \ N 701 759.45 / 1 - - - - - '~ K ''s N N
_ I 24 PVC SANITARY SEWER 170046'46" \ / SILT FENCE — \\ MANHOLE NO. 7 O ,�
- -- N 701,362.87 ` E 2,135,894.10 k MANHOLE NO. 5 K ' k
� \ � OUTLET �� oo � _ ` � -,� STA. 20+70.15 � k � N -E-
- EXIST MANHOLE SHALL BE E 2,135,823.48 \\ \ STA. 16+35.51 (SEE DETAIL) k ~ 100 r Flood .4 204°58'28" MANHOLE N0. 8 O
Property of - - k \ W - 209°46'25" r — - k
White Oak Associates REPLACED WITH NEW 5' LD• \ o _250— — — — \� FlpOd/ �!_-� ��Elev = 252.8 N 702,212.06, K STA. 23+01.24 K O
WATERTIGHT MANHOLE \ N 701,822.97 LIMITS OF ".� !- °
DB 004765 PG 00773 \ '�
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PIN 1730503621 I / \\ yo E 2,135,898.72\ _ DISTURBANCE. i �'' \\ K 40' PERMANENT SANITARY, /� N 702,432.25
`^, Wetlands ` ti �� (TYP) SEWER EASEMENT �/ / E 2,136,091.12
SILT FENCE V V l - - - - SILT FENCE, TYP. \ �.. ' MANHOLE NO. 6 /
,' t / / - - - _ _ - SEE DETAIL I STA. 18+94.48
Maw amm _ OUTLET /, I / t; 5 - ( ) i 138°45'37" / 20 TEMPORARY CONSTRUCTION
� (SEE DETAIL) I Property of ,� / 1 L 702,037 .83 A /^ / WOO
/ EASEMENT
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PROJECT NO.:
2432-G
DATE
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SHEET 3 OF 8
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City of Raleigh
All Construction must be in accordance with all Local, State, and
Federal Rules and Regulations
TRANSPORTATION SERVICES:
PUBLIC UTILITIES:
STORMWATER:
PLANNING:
FIRE: _
URBAN FORESTRY:
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL
CITY OF RALEIGH AND/ OR NCDOT STANDARDS AND
SPECIFICATIONS.
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with
applicable codes. This limited review, and authorization for construction is not
to be considered to represent total compliance with all legal requirements for
development and construction. The property owner, design consultants, and
contractors are each responsible for compliance with all applicable City, State
and Federal laws. This specific authorization below is not a permit, nor shall it
be construed to permit any violation of City, State or Federal Law. All
Construction must be in accordance with all Local, State, and Federal Rules
and Regulations.
Transportation Field Services
Public Utilities
Stormwater
Planning/Zoning
Fire
Urban Forestry
Site Accessibility
Public
Sewer Collection / Extension System
The City of Raleigh consents to the connection and extension of the
City's public sealer system as sin on IIhIs plan. The material and
Construction methods used for this project shall conform to the
standards and specifications of the Otys Public Utilities Handbook.
City of Raleigh
Public Lhilities Department Permit
Author zation to Construct
Date
ATTENTION CONTRACTORS
THE CONSTRUCTION CONTRACTOR RESPONSIBLE FOR THE EXTENSION OF WATER,
SEWER, AND/OR REUSE, AS APPROVED IN THESE PLANS, IS RESPONSIBLE FOR
CONTACTING THE ENGINEERING SERVICES DEPARTMENT AT [phone],
AND THE PUBLIC UTILITIES DEPARTMENT AT [phone] AT LEAST
TWENTY FOUR HOURS PRIOR TO BEGINNING ANY OF THEIR CONSTRUCTION.
FAILURE TO NOTIFY BOTH CITYDEPARTMENTS IN ADVANCE OF BEGINNING
CONSTRUCTION, WILL RESULT IN THE ISSUANCE OF MONETARYFINES, 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 THE JOBSITE, 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.
VICINITY MAP
NOT TO SCALE
NORTH CAROLINA
OCTOBER 2018
9
r..
MAYOR
Ronnie Williams
EXTENSION
TOWN COUNCIL
Ken Marshburn
Katerine Behringer hackie .Johns, Sr.
Buck Kennedy Gra Singleton
TOWN MANAGER
Rodney Dickerson
THE WOOTEN COMPANY
120 North Boylan Avenue Raleigh NC 27603-1423
919.828.0531 fax [phone]
License Number: F-0115
FINAL DRAWING
NOT RELEASED
FOR CONSTRUCTION
SUMMARY OF PUBLIC IMPROVEMENTS
PHASE NUMBER
NUMBER OF LOTS
LOT NUMBER BY PHASE
NUMBER OF UNITS
LIVABLE BUILDINGS
OPEN SPACE
NUMBER OF OPEN SPACE LOTS
PUBLIC WATER
PUBLIC SEWER
PUBLIC STREET
PUBLIC SIDEWALK
40 I
Salt
N/A
N/A
N/A
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N/A
N/A
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SANITARY
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SANITARY
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' SANITARY
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SEWER OUTFALL
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ABBREVIATIONS:
A
AREA
MECH
MECHANICAL
ABAND
ABANDONED
MFR
MANUFACTURER
ABC
AGGREGATE BASE COURSE
MH
MANHOLE
AC
ACRES
MJ
MECHANICAL JOINT
AFF
ABOVE FINISHED FLOOR
MIN
MINIMUM
AL
ALUMINUM
MON
MONUMENT
APPROX
APPROXIMATE
0SHB
SHRUB
ASPH
ASPHALT
REMOVED
ASSY
ASSEMBLY
N/A
NOT AVAILABLE
AVG
AVERAGE
N
NORTH
ARV
AIR RELEASE VALVE
NAD 83
NORTH AMERICAN DATUM 1983
AZ
AZIMUTH
NCWN
NORMAL CROWN
AWWA
AMERICAN WATER WORKS ASSOCIATION
NC GRID
NORTH CAROLINA GRID
CAPITALIZED TEXT DENOTES PROPOSED FEATURES
Light Italicized Text Denotes Existing Features
NCGS
NORTH CAROLINA GEODETIC SURVEY
- EM -
No.
NUMBER
B -B
BACK OF CURB TO BACK OF CURB
CONCENTRATE LINE
N/R
NOT REQUIRED
BLDG
BUILDING
UTILITIES
CONTROL VALVE VE
NTS
NOT TO SCALE
BM
BENCHMARK
EXISTING
NOM
NOMINAL
BOA
BLOW -OFF ASSEMBLY
01P
POWER POLE
NWL
NORMAL WATER LEVEL
BOT
BOTTOM
BW
BARB WIRE
�LP
LIGHT POLE
OC
ON CENTER
NEW
OD
OUTSIDE DIAMETER
C&G
CURB AND GUTTER
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WIRE
0/H
OVERHEAD
CB
CATCH BASIN
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DITCH/SWALE -��
ORIG
ORIGINAL
C
CENTERLINE
CIP
CAST IRON PIPE
CABLE TV PEDESTAL
CI
CURB INLET
PC
POINT OF CURVATURE
CLR
CLEARANCE
PED
PEDESTAL
CM
CONCRETE MONUMENT
PE
PLAIN END
CMP
CORRUGATED METAL PIPE
PI
POINT OF INTERSECTION
CMU
CONCRETE MASONARY UNIT
PIV
POST INDICATOR VALVE
CO
CLEAN OUT
P
PROPERTY LINE
CONC
CONCRETE
PP
POWER POLE
CONT
CONTINUOUS
PRV
PRESSURE REDUCING VALVE
CONSTR
CONSTRUCTION
PSI
POUNDS PER SQUARE INCH
CONTR
CONTRACTOR
PVC
POLYVINYL CHLORIDE
COR
CORNER
PT
POINT OR POINT OF TANGENCY
CP
CONTROL POINT
PUE
PERMANENT UTILITY EASEMENT
CPED
CABLE TV PEDESTAL
PVMT
PAVEMENT
CULV
CULVERT
STORM DRAINAGE
-G
R
RADIUS
D
DEPTH
R/W
RIGHT OF WAY
DI
DROP INLET
RCP
REINFORCED CONCRETE PIPE
DIA
DIAMETER
REF
REFERENCE
DIP
DUCTILE IRON PIPE
REQ'D
REQUIRED
DIM
DIMENSION
RET
RETAINING
DISCH
DISCHARGE
REV
REVISED
DIST
DISTANCE
RPZ
REDUCED PRESSURE ZONE
DNF
DID NOT FIND
RPM
REVOLUTIONS PER MINUTE
DOT
DEPARTMENT OF TRANSPORTATION
REINF
REINFORCED
DW
DOMESTIC WATER
RT
RIGHT
DELTA
P�_
- FOC-
S/W
SIDEWALK
E
EAST
SAN
SANITARY
E -E
EDGE OF PAVEMENT TO EDGE OF PAVEMENT
SCH
SCHEDULE
EA
EACH
SDMH
STORM DRAINAGE MANHOLE
EFF
EFFLUENT
SF
SILT FENCE
EIP
EXISTING IRON PIPE
SHT
SHEET
EL
ELEVATION
SGNL
SIGNAL POLE
ELEC
ELECTRIC
S
SOUTH
EPED
ELECTRIC PEDESTAL
SPECS
SPECIFICATIONS
EP
EDGE OF PAVEMENT
SQ
SQUARE
EW
EACH WAY
SSMH
SANITARY SEWER MANHOLE
Ex
EXISTING
SSTL
STAINLESS STEEL
EXPJT
EXPANSION JOINT
ST
STREET
STA.
STATION
FFE
FINISHED FLOOR ELEVATION
STD
STANDARD
FG
FINISHED GRADE
SYM
SYMBOL
FH
FIRE HYDRANT
FIN
FINISH
T
TANGENT
FLG
FLAG
TBM
TEMPORARY BENCH MARK
FLING
FLANGE
TCP
TERRA COTTA PIPE
FM
FORCE MAIN
TDD
TEMPORARY DIVERSION DITCH
FOHH
FIBER OPTIC HAND HOLE
THH
TELPHONE HAND HOLE
FOM
FIBER OPTIC MARKER
TPHN
TELEPHONE
FOPED
FIBER OPTIC PEDESTAL
TPED
TELEPHONE PEDESTAL
FP
FIRE PROTECTION
TEMP
TEMPORARY
FPS
FEET PER SECOND
THK
THICK
FT
FEET
TOC
TOP OF CURB
FTG
FOOTING
TOP
TOP OF SLOPE
TOW
TOP OF WALL
G
GAS
TP
TELEPHONE POLE
GA
GAGE
TRANS
TRANSFORMER
G
GALVANIZED
TRFCBOX
TRAFFIC SIGNAL CONTROL BOX
GMM
GAS METER
TRFCPL
TRAFFIC SIGNAL POLE
GPM
GALLONS PER MINUTE
TCE
TEMPORARY CONSTRUCTION EASEMENT
GR
GRADE
np
TYPICAL
GV
GATE VALVE
GYP
GYPSUM
UMKR
UTILITY MARKER
U/G
UNDERGROUND
HCP
HANDICAPPED
UP
UTILITY POLE
HH
HAND HOLE
HT
HEIGHT
VC
VERTICAL CURVE
HOR
HORIZONTAL
VCP
VITRIFIED CLAY PIPE
HP
HORSE POWER
VERT
VERTICAL
HWA
HIGH WATER ALARM
VOL
VOLUME
HWL
HIGH WATER LEVEL
VPC
VERTICAL POINT OF CURVATURE
HYD
HYDRANT
VPI
VERTICAL POINT OF INTERSECTION
VPT
VERTICAL POINT OF TANGENCY
ID
INSIDE DIAMETER
IN
INCH
W/
WITH
IN/HR
INCHES PER HOUR
WL
WATER LINE
INF
INFLUENT
WM
WATER METER
INT
INTERSECT
WT
WEIGHT
INV
INVERT
WV
WATER VALVE
IPS
IRON PIPE SET
WTP
WATER TREATMENT PLANT
ISL
ISLAND
WWF
WELDED WIRE FABRIC
WWTP
WASTE WATER TREATMENT PLANT
JB JUNCTION BOX
KWY KEYWAY
LF
LINEAR FEET
L
LENGTH
LP
LIGHT POLE
LT
LEFT
LWL
LOW WATER LEVEL
MAX
MAXIMUM
MATL
MATERIAL
GENERAL NOTES:
1. ALL PROPOSED UTILITIES TO BE BUILT TO CITY OF RALEIGH STANDARDS AND THE PROJECT SPECIFICATIONS. IF THERE ARE ANY
DISCREPANCIES, THE MORE STRINGENT OF THE TWO SHALL BE ADHERED TO.
2. EXISTING UTILITIES ARE LOCATED APPROXIMATELY ON THE DRAWINGS. CONTRACTOR SHALL CONTACT UTILITY LOCATE TO CONFIRM THE
LOCATIONS OF ALL EXISTING TELEPHONE, ELECTRICAL AND TV CABLES, GAS LINES AND OTHER UTILITIES AT LEAST 48 HOURS PRIOR TO
COMMENCING WORK. CONTRACTOR RESPONSIBLE FOR VERIFYING EXACT LOCATION OF THESE EXISTING UTILITIES. THE COST TO REPAIR THESE
FACILITIES IF DAMAGED, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
3. THE CONTRACTOR SHALL NOTIFY NCDOT AT LEAST 48 HOURS PRIOR TO BEGINNING ANY WORK WITHIN NCDOT RIGHTS-OF-WAY. RIGHTS-OF-WAY
AND/OR TEMPORARY EASEMENT ARE THE LIMITS FOR CONSTRUCTION.
4. THE CONTRACTOR SHALL TAKE PRECAUTIONS NOT TO DISTURB EXISTING PROPERTY CORNER MARKERS. PROPERTY CORNERS, RIGHTS-OF-WAY
LINES, AND EASEMENTS SHALL BE CLEARLY MARKED FOR CONSTRUCTION LIMITS. ALL DISTURBED PROPERTY CORNERS SHALL BE REPLACED BY A
REGISTERED LAND SURVEYOR.
5. TEMPORARILY REMOVE MINOR ITEMS AS REQUIRED FOR THE INSTALLATION OF THE UTILITY. MINOR ITEMS SHALL INCLUDE, BUT ARE NOT
LIMITED TO, EXISTING SIGNS, MAIL BOXES, FENCES, AND STORM SEWER PIPES. FENCES WITHIN RIGHTS-OF-WAY SHALL BE RELOCATED TO THE
RIGHT-OF-WAY LINE AND FENCES WITHIN EASEMENTS SHALL BE REMOVED UNLESS OTHERWISE NOTED. INCLUDE COST IN THE PER FOOT COST OF
THE UTILITY BEING INSTALLED.
6. SUPPORT EXISTING POLES, FENCES, CULVERTS, PAVEMENT, UTILITIES, CURBING AND OTHER STRUCTURES DURING CONSTRUCTION. REPAIR
DAMAGED ITEMS TO THEIR ORIGINAL CONDITION AT NO ADDITIONAL COST.
7. OPEN CUT PAVED DRIVEWAYS PER SPECIFICATION. PROVIDE PAVEMENT PATCHING PER DETAIL. UNPAVED ROADS OR DRIVEWAYS SHALL BE
PROVIDED WITH STONE PER PATCHING DETAIL.
8. 6 INCHES OF NCDOT ABC AGGREGATE SHALL BE PROVIDED FOR THE FULL WIDTH OF UNPAVED DRIVEWAYS AND ROADS FROM THE EDGE OF THE
ROAD SHOULDER TO 10 FEET PAST THE OPPOSITE SIDE OF THE PIPE TRENCH AND OTHER AREAS OF EXISTING DRIVEWAYS AND DISTURBED DURING
CONSTRUCTION.
9. EXCAVATED MATERIAL SHALL NOT BE PLACED ON THE ROADWAYS AT ANY TIME, UNLESS APPROVED BY THE NCDOT DISTRICT ENGINEER.
10. EDGE OF UTILITY TRENCH SHALL BE NO CLOSER THAN 3 FEET TO THE EXISTING EDGE OF PAVEMENT.
11. IF ANY OF THE NEW MANHOLE STRUCTURES ARE EXPOSED IN ANY PORTION OF THE ROADWAY SIDE DITCH, THE DITCH SHALL BE PIPED, BACKFILLED,
TAMPED, GRADED FOR POSITIVE DRAINAGE, AND SEEDED. IF CONDITIONS WARRANT PIPING THE DITCH, DRAINAGE STRUCTURES MAY BE REQUIRED;
THEREFORE, PLEASE CONTACT THE NCDOT. THE EXISTING DITCH SHALL NOT BE REALIGNED FROM THE ORIGINAL CONDITION WITHOUT APPROVAL
FROM THE NCDOT.
12. ALL SEWER SERVICES TO BE INSTALLED TO RIGHT-OF-WAY AT MINIMUM GRADE FROM THE MAIN UNLESS OTHERWISE APPROVED BY THE ENGINEER.
13. CONTRACTOR TO NOTIFY CITY OF RALEIGH PUBLIC UTILITIES PRIOR TO BEGINNING WORK.
14. THE LIMITS OF DISTURBANCE SHALL BE THE RIGHT-OF-WAY, PERMANENT EASEMENT OR TEMPORARY EASEMENT.
15. SANITARY SEWER SERVICES ON EXISTING LINES SHALL BE SEALTITES TEE BY GENERAL ENGINEERING COMPANY, OR EQUAL.
EROSION CONTROL NOTES:
1. INSTALL SILT FENCE OVER AND AROUND TOP OF EXISTING PIPE AND INLETS AT DISTURBED AREAS.
2. INSTALL SILT FENCE AROUND SPOIL PILES.
3. PROVIDE EROSION CONTROL MEASURES AROUND STOCK/WASTE PILES AND STAGING AREAS AS APPROVED BY ENGINEER.
4. PROTECT STORM PIPE INLETS FROM SEDIMENT RUNOFF DUE TO LAND DISTURBING ACTIVITIES WITH STONE CHECK DAM OR ARC FILTER AS
APPROPRIATE FOR SITE CONDITIONS.
5. REPLACE DISTURBED STORM PIPE OUTLET PROTECTION WITH EQUAL OR GREATER AMOUNT OF RIP -RAP WITHIN 15 DAYS OF DISTURBANCE.
6. WHERE AREA AROUND OUTLET IS DISTURBED AND NO OUTLET PROTECTION EXISTS, CLASS "1" RIP -RAP SHALL BE PLACED AROUND PIPE OUTLET AS
DIRECTED BY ENGINEER.
7. PROVIDE EROSION CONTROL MATTING IN DITCHES AND SWALES AS DIRECTED BY ENGINEER.
8. ANY SEEPAGE PUMPED OUT OF BORE PITS OR TRENCHES SHALL BE PUMPED THROUGH A DEWATER BAG.
9. TEMPORARY CHECK DAMS SHALL BE ESTABLISHED AT LOW END OF WORK AS THE JOB PROGRESSES.
10. SWEEP PAVED AREAS CLEAN AS NECESSARY TO PREVENT SILT RUNOFF.
11. ALL CREEKS TO BE OPEN CUT. UTILIZE TEMPORARY PUMP AROUND ADN DEWATERING BAG, SEE DETAILS.
EROSION CONTROL SEQUENCE:
1. CLEAR SITE ONLY AS NECESSARY TO INSTALL EROSION CONTROL DEVICES AS INDICATED ON THE DRAWINGS.
2. NOTIFY ENGINEER AND NCDENR, LAND QUALITY SECTION (919-791-4200) FOR SITE INSPECTION PRIOR TO COMMENCING MAIN CONSTRUCTION
OPERATIONS.
3. ONCE EROSION CONTROL DEVICES ARE APPROVED, BEGIN CONSTRUCTION OPERATION.
4. MAINTAIN EROSION CONTROL DEVICES AS NECESSARY DURING CONSTRUCTION. INSPECT DEVICES AFTER EVERY RAINFALL EVENT AN REMOVE
ACCUMULATED SEDIMENT WHEN HALF FULL. RECORD INSPECTION ON STORM WATER INSPECTION FORMS. SUBMIT FORMS EACH MONTH WITH
PAY REQUEST.
5. AS CONSTRUCTION PROGRESSES, INSTALL ADDITIONAL EROSION CONTROL DEVICES AS NEEDED OR DIRECTED BY ENGINEER.
6. SEED AND MULCH DISTURBED AREA WITHIN FIFTEEN (15) WORKING DAYS:
A. UPON COMPLETION OF ANY PHASE OF CONSTRUCTION.
B. WHEN WORK WILL NOT PROCEED IN AN AREA WITHIN THE ABOVE TIME FRAME.
7. AFTER SITE IS STABILIZED, REQUEST AN INSPECTION BY THE ENGINEER. UPON APPROVAL OF SITE STABILIZATION, REMOVE TEMPORARY EROSION
CONTROL DEVICES, DRESS -OUT AREA, AND SEED AND MULCH.
8. AT ALL STREAM CROSSINGS, UTILIZE STREAM PUMP AROUND AND DEWATERING BAGS, AS SHOWN ON DETAIL SHEET.
Notify NC811
Three
Full Working
Days Before Digging
Dial 811 or
1-800-632-4949,
or
visit www.nc8ll.org
INDEX TO DRAWINGS:
C-0.01 COVER
C-0.02 INDEX TO DRAWINGS, ABBREVIATIONS, GENERAL NOTES
AND EROSION CONTROL NOTES
C-1.01 24" SANITARY SEWER - STA. 10+00 TO STA. 24+00
C-1.02 24" SANITARY SEWER - STA. 24+00 TO STA. 27+39 AND
12" SANITARY SEWER - STA. 27+39 TO STA. 38+00
C-1.03 12" SANITARY SEWER - STA. 38+00 TO STA. 52+00
C-2.01 MISCELLANEOUS DETAILS
SURVEY
EXISTING
NEW
eBM
BENCHMARK
TBM
TEMPORARY BENCHMARK
0 Conc
CONCRETE MONUMENT
Mon
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0 pip
IRON PIPE
0 HT
HUB & TACK
ONLS
NAIL
@NCS
NAIL & CAP
®PK
PK NAIL
e
GEOTECHNICAL BORE
CLEANOUT
CONIFEROUS TREE
I
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DECIDUOUS TREE
0SHB
SHRUB
SEWER PLUG VALVE
TREE TO BE
REMOVED
Q O
LANDSCAPING / HEDGE
TREELINE / WOODLINE
- - -
- - - - PROPERTY LINE
'------
RIGHT-OF-WAY
-
- - EXISTING UTILITY EASEMENT
0"B0)
...... - TEMPORARY
T
CONSTRUCTION EASEMENT
......-•-•-
PERMANENT
CDH,,
UTILITY EASEMENT
0
FONT STYLES
CAPITALIZED TEXT DENOTES PROPOSED FEATURES
Light Italicized Text Denotes Existing Features
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IRRIGA�IcV
UTILITIES
CONTROL VALVE VE
EXISTING
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LIGHT POLE
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CABLE TV PEDESTAL
STONE CHECK DAM
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TELEPHONE PEDESTAL
INLET PROTECTION
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TRAFFIC SIGNAL BOX
SILT FENCE /
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SHEET 3 OF 6
C-1.01

TBM: #52
(PK -P-202)
N: 701,41 7.95
E: 2,135,628.36
Elev: 265.62
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CLEARANCE
NOTES: TYPICAL TRENCH BOTTOM DIMENSIONS FOR
I .TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE TAKEN FROM THE INSIDE
FACE OF THE SHORING AND BRACING. SDR 35 PVC GRAVITY PIPE
2. NO ROCKS OR BOULDERS 4" OR LARGER TO BE USED IN INITIAL BACKFILL.
3. ALL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL. NOTES:
4. BACKFILL SHALL BE TAMPED IN G" LIFTS IN TRAFFIC AREAS, 12" IN NON -TRAFFIC AREAS. 1. FOR TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE TAKEN FROM THE
IN51DE
5. ACHIEVE 80% COMPACTION IN NON -TRAFFIC AREAS, AND 95% COMPACTION IN TRAFFIC AREAS. FACE OF THE SHORING AND BRACING.
G. IF IN EASEMENT 4" TOPSOIL, AND 12" CLEAN SELECT FILL MAY BE REQUIRED. 2. NO ROCKS OR BOULDERS 4" OR LARGER TO BE USED IN INITIAL BACKFILL.
7. NO BOULDERS 8" IN DIAMETER OR GREATER ALLOWED IN FINAL BACKFILL. 3, ALL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL.
4. BACKFILL SHALL BE TAMPED IN G" LIFTS IN TRAFFIC AREAS, 12" IN NON -TRAFFIC AREAS.
S4
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CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
:H BOTTOM DIMENSIONS * BACKFILLING
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SIONS I DATE I REVISIONS I DATE
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CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
FLAT TOP
MANHOLE COVER
DATE REVISIONS I DA'
4- 1 " DIA
HOLES @ 1 20°
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
TRENCH BOTTOM DIMENSIONS AND BACKFILLING
REQUIREMENTS FOR PVC GRAVITY SEWER MAIN
)WG. NO. REVISIONS DATE REVISIONS DAT
cJ 5 TO NOTES 3-1-87 1 D.V 9^3
MINIMUM AIG WEIGHT
FRAME 182
COVER IGO
TOTAL 342
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PLAN
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I" ACCORDANCE
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A
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TYPICAL LIFTING DEVICE SECTION A
ZTOP Of COVER CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
MANHOLE FRAME AND WATERTIGHT
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DWG. NO. F REVISIONS DATE REVISIONS DAT
-f-87 - I -5-26 3 8-2°
RRH 3-30-00
MIN. 10 GA.
LINE WIRES
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y VIII
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_ FRONT VIEW VIII -
,Ia11 ILII - VIII
NOTES:
1. FLOW SHALL NOT RUN PARALLEL WITH THE FENCE.
2. END OF SILT FENCE NEEDS TO BE TURNED UPHILL.
3. SEE N.C. STATE DENR PRACTICE STANDARDS & SPECIFICATIONS
SEDIMENT FENCE SET FOR CONDITIONS WHERE PRACTICE APPLIES;
PLANNING CONSIDERATIONS & DESIGN CRITERIA.
GA.
IATE
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FRONT VIEW
'� gill VIII Jill VIII
SIDE VIEW
MAINTENANCE: CLEAN OUT AT 50% CAPACITY
LIFE OF FENCING: 6-9 MONTHS
NOTES:
1. WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL.
2. LETTERS TO BE 3" HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED.
3. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER.
4. FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS THAN ONE SIGN PER PROTECTION AREA.
5. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.
6. MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT.
7. ADDITIONAL SIGNS MAY BE REQUIRED BY CITY OF RALEIGH INSPECTIONS DEPARTMENT BASED ON ACTUAL FIELD CONDITIONS.
6. FLOW SHALL NOT RUN PARALLEL WITH THE FENCE.
9. END OF SILT FENCE NEEDS TO BE TURNED UPHILL.
10. SEE N.C. STATE DENR PRACTICE STANDARDS & SPECIFICATIONS SEDIMENT FENCE SET FOR CONDITIONS WHERE PRACTICE APPLIES;
PLANNING CONSIDERATIONS & DESIGN CRITERIA. (HOWEVER FLOW SHALL NOT RUN PARALELL WITH THE. TOE OF THE FENCE).
NEW MANHOLES USE A BUTYL *SEE VENT DETAIL
SEALANT BETWEEN FRAME AND
SEE C.O.R. STANDARD MANHOLE 70P SECTION WHEN
5-25 FOR MANHOLE SECURING FRAME TO MANHOLE TO VENT OPENING TO COVER 120 LBS. MINIMUM
FRAME AND COVER ROVIDE A WATER TIGHT SEAL. VENT OPENING TO BE TWO FOOT ABOVE BE SCREENED
HUNDRED YEAR FLOOD ELEVATION
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LINE. MANHOLE SHALL BE 2' 3'-0" °� °
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OR SEALED AND VENT TO BE �HYFE , : ° °
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9 PLAIN. WHEN MANHOLE TOPS °
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NON TRAFFIC AREAS, TOP OF AND COVER
COVERS >� I ..
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SEE SEWER DESIGN NOTES:
SECTION o ° 1
© MIN. 9" COMPACTED #G7 STONE
BASE TO BE INSTALLED UNDER NOTES: 9" STONE
a. NEW MANHOLE.
D 4
CITY OF RALEIGH
1, VENT MUST BE FACTORY WELDED CITY OF RALEIGH
FABRICATED AND "HOT DIPPED"
DEPARTMENT OF PUBLIC UTILITIES GALVANIZED. DEPARTMENT OF PUBLIC UTILITIES
STANDARD PRECAST SANITARY 2•HYFE- Hundred Year Flood STANDARD SEAL TIGHT MANHOLE
SEWER MANHOLE elevation WITH VENTED STACK
DWG. NO. REVISIONS DATE REVISIONS DATE DWG. NO. REVISIONS DATE REVISIONS
5-20 Y.C.A. 12-31-92 ABB 2-21-05 5 24 D.W.C. _ G-7-99 A.B.B.
RRti 3-30-00 D.N.L. 6-16-08 RRH 3-30-00 D.H.L.
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26 I/4"
24 1/IG"
1 3/8"
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28 3/1 G"
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TYPICAL LOCKING DEVICE
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
RING MUST BE ANCHORED WATER -TIGHT MANHOLE FRAME
IN ACCORDANCE WITH 5-25 WITH CAM LOCK COVER
DWG. N0.1 REVISIONS 1 DATE REVISIONS DATE
5-27 RRH13-30-001 1
DHL G-18-08
O O
- 12"
ELEVATION
#3 OR #4 REBAR
CORROSION RESISTANT MATERIAL
RUBBER, PLASTIC
4„ C
SIDE
CITY OF RALEIGH _
DEPARTMENT OF PUBLIC UTILITIES
SECTION A - A STANDARD SLIP RESISTAI
MANHOLE STEP DETAIL
DWG. NO.1 REVISIONS DATE REVISIONS
cJ-28 RRH 3-30-00
)ALL MANHOLE FRAMES SHALL BE
DOMESTICALLY CAST.
2) FRAME SHALL BE A MINIMUM WEIGHT OF
182 LBS. WITHIN PUBLIC ROW AND I GO LBS.
WITHIN EASEMENTS.
3) COVER SHALL WEIGH A MIN. OF 120 LBS,
4) ALL MANHOLE FRAMES OUTSIDE OF PAVED
SURFACES SHALL BE BOLTED TO THE CONE
SECTION OR RING WITH A MINIMUM OF 4
BOLTS PER FRAME.
5-25
PLASTIC OR
WIRE TIES
MIN. 12-1/2 GA.
INTERMEDIATE
WIRES
MANHOLE FRAME AND COVER
I " VENT HOLE
25 I/IG"
23 I 111 G"
33 114"
5/8"X3" LAG5HIELD IN HOLE
DRILLED INTO CONE OR
RING WITH ANCHOR SUNK TO
DESIGN DEPTH, AND 3/8"X3"
HOT DIPPED GALVANIZED
LAG BOLT AND WASHER.
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
STANDARD MANHOLE COVER
ONS DATE I REVISIONS DA
-1-87 3-1-87 1 A.B.B.
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/ BACKFILL /
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INITIAL SPRING LINE #G7 STONE
BACKFILL opo°° ogo��
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MINIMUM SIDE TAMP WELL UNDER G"0. O.D. OF PIPE G" CLEARANCE MINIMUM IDE
G" #G7 STONE - �-
WHEN ROCK 15 G" O.D. OF PIPE G" CLEARANCE BOTTOM HALF OF PIPE
ENCOUNTERED I O.D. OF PIPE I -,"--MAXIMUM SIDE
CLEARANCE
NOTES: TYPICAL TRENCH BOTTOM DIMENSIONS FOR
I .TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE TAKEN FROM THE INSIDE
FACE OF THE SHORING AND BRACING. SDR 35 PVC GRAVITY PIPE
2. NO ROCKS OR BOULDERS 4" OR LARGER TO BE USED IN INITIAL BACKFILL.
3. ALL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL. NOTES:
4. BACKFILL SHALL BE TAMPED IN G" LIFTS IN TRAFFIC AREAS, 12" IN NON -TRAFFIC AREAS. 1. FOR TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE TAKEN FROM THE
IN51DE
5. ACHIEVE 80% COMPACTION IN NON -TRAFFIC AREAS, AND 95% COMPACTION IN TRAFFIC AREAS. FACE OF THE SHORING AND BRACING.
G. IF IN EASEMENT 4" TOPSOIL, AND 12" CLEAN SELECT FILL MAY BE REQUIRED. 2. NO ROCKS OR BOULDERS 4" OR LARGER TO BE USED IN INITIAL BACKFILL.
7. NO BOULDERS 8" IN DIAMETER OR GREATER ALLOWED IN FINAL BACKFILL. 3, ALL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL.
4. BACKFILL SHALL BE TAMPED IN G" LIFTS IN TRAFFIC AREAS, 12" IN NON -TRAFFIC AREAS.
S4
m
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
:H BOTTOM DIMENSIONS * BACKFILLING
IREMENT5 FOR DUCTILE IRON
SIONS I DATE I REVISIONS I DATE
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Note: solid cover reciulred when water
tight manhole 5peafled.
S -25a
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
FLAT TOP
MANHOLE COVER
DATE REVISIONS I DA'
4- 1 " DIA
HOLES @ 1 20°
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
TRENCH BOTTOM DIMENSIONS AND BACKFILLING
REQUIREMENTS FOR PVC GRAVITY SEWER MAIN
)WG. NO. REVISIONS DATE REVISIONS DAT
cJ 5 TO NOTES 3-1-87 1 D.V 9^3
MINIMUM AIG WEIGHT
FRAME 182
COVER IGO
TOTAL 342
(2) LIFTING
BARS
I" LETTERING
RECESSED FLUSH
PLAN
28 1/4"
I"
�==2G 114"
20
J_
7 I/2"
22„ GASKET IN VERTICAL
FACE OF COVER
RING MUST BE
3" 28" ANCHORED IN
I" ACCORDANCE
34"WITH 5-25
A
STAINLESS STEEL ROD
TYPICAL LIFTING DEVICE SECTION A
ZTOP Of COVER CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
MANHOLE FRAME AND WATERTIGHT
COVER
DWG. NO. F REVISIONS DATE REVISIONS DAT
-f-87 - I -5-26 3 8-2°
RRH 3-30-00
MIN. 10 GA.
LINE WIRES
STEEL POST
- WOVEN WIRE FABRIC
FILL SLOPE
- GRADE
SILT FENCE GEOTEXTILE FABRIC*
SIDE VIEW
8' MAX.
VARIABLE AS DIRECTED BY THE
PLASTIC OR
WIRE TIES
y VIII
IIIIL
_ FRONT VIEW VIII -
,Ia11 ILII - VIII
NOTES:
1. FLOW SHALL NOT RUN PARALLEL WITH THE FENCE.
2. END OF SILT FENCE NEEDS TO BE TURNED UPHILL.
3. SEE N.C. STATE DENR PRACTICE STANDARDS & SPECIFICATIONS
SEDIMENT FENCE SET FOR CONDITIONS WHERE PRACTICE APPLIES;
PLANNING CONSIDERATIONS & DESIGN CRITERIA.
GA.
IATE
TREE PROTECTION AREA I8n
M DO NOT ENTER
WARNING SIGN DETAIL
STEEL POST
WOVEN WIRE FABRIC
WARNING SIGN
MIN. 10 GA.
LINE WIRES
q n FILL SLOPE
io
GRADE
MIN a f=
4 -
8' MAX.
VARIABLE AS DIRECTED BY THE
I
1 TREE PROTECTION AREA
DO NOT ENTER
SILT FENCE FABRIC J
'> INSTALLED TO SECOND
WIRE FROM TOP moi:
cv -MIN SILT FENCE GEOTE)MLE FABRIC * r VIII - IIII
FRONT VIEW
'� gill VIII Jill VIII
SIDE VIEW
MAINTENANCE: CLEAN OUT AT 50% CAPACITY
LIFE OF FENCING: 6-9 MONTHS
NOTES:
1. WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL.
2. LETTERS TO BE 3" HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED.
3. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER.
4. FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS THAN ONE SIGN PER PROTECTION AREA.
5. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.
6. MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT.
7. ADDITIONAL SIGNS MAY BE REQUIRED BY CITY OF RALEIGH INSPECTIONS DEPARTMENT BASED ON ACTUAL FIELD CONDITIONS.
6. FLOW SHALL NOT RUN PARALLEL WITH THE FENCE.
9. END OF SILT FENCE NEEDS TO BE TURNED UPHILL.
10. SEE N.C. STATE DENR PRACTICE STANDARDS & SPECIFICATIONS SEDIMENT FENCE SET FOR CONDITIONS WHERE PRACTICE APPLIES;
PLANNING CONSIDERATIONS & DESIGN CRITERIA. (HOWEVER FLOW SHALL NOT RUN PARALELL WITH THE. TOE OF THE FENCE).
NEW MANHOLES USE A BUTYL *SEE VENT DETAIL
SEALANT BETWEEN FRAME AND
SEE C.O.R. STANDARD MANHOLE 70P SECTION WHEN
5-25 FOR MANHOLE SECURING FRAME TO MANHOLE TO VENT OPENING TO COVER 120 LBS. MINIMUM
FRAME AND COVER ROVIDE A WATER TIGHT SEAL. VENT OPENING TO BE TWO FOOT ABOVE BE SCREENED
HUNDRED YEAR FLOOD ELEVATION
CAM-LOK WATER TIGHT SEAL AROUND VENT �- GALV.
PIPE PED"
2-0 a MANHOLE FRAME AND PIPE THROUGH
MANHOLE
COVER CENTERED IN
24" MAX o FACTORY CAST IN PLACE
70P GALVANIZED PIPE G
E FLANGE
z ;. P 12" ABOVE MH TOP
MIN. 12" PRE -CAST
p TOP SLA PROPOSED
GRADE
4 d° N ° // o WALL COLLAR �// ���//
ECCENTRIC M.H. CONE
MAY BE USED ON 8" , I O" MANHOLE TO
p SLOPE FINISHED GRADE
AND 12" SEWER MAINS. AWAY FROM MANHOLE o' HAVE CAST IN 23 112" 21 "
vD p o' MANHOLE CONE AND ALL SIDES. RISER OPPOSITE p
BARREL SECTIONS SHALL STEPS TO
BE AS PER ASTM. q ACCOMODATE 4" °
STANDARDS "HOT DIPPED"
4'-G' DIA. AS A ° ° GALVANIZED PIPE. ° FLANGE
o REQUIRED e
m ti.
"0" RING SEAL
OR RAM -NECK
4' q ., a° m
2 3/4"
D GA5KET
SHELF RUBBER BOOT
31 -Olt
SLOPE LATERAL INVERT SHALL NOT BE u
GO, ° LOWER THAN MAIN SPRING- �HYFE o a'
LINE. MANHOLE SHALL BE 2' 3'-0" °� °
G„ ABOVE 100 YEAR FLOOD PLAIN
OR SEALED AND VENT TO BE �HYFE , : ° °
2' ABOVE 100 YEAR FLOOD op °
9 PLAIN. WHEN MANHOLE TOPS °
00000�@0000000 0 000 o OCOO T ARE IN EXCESS OF 3' ABOVE o otl
0000 00000oo0 0000 °00000000 0o GRADE. OUTSIDE STEPS MUST as 5TAINLE55
SECTION A -A VENT DETAIL a. 5TEEL BOLT5 BUTYL-NEK OR
BE PROVIDED. SEE STANDARD � APPROVED SEALANT
5-28 FOR STEP DETAIL. IN * OTHER ACCEPTABLE °_ o BETWEEN FRAME
NON TRAFFIC AREAS, TOP OF AND COVER
COVERS >� I ..
FRAME AND COVER SHALL BE
INSTALLED A MIN. OF I' ABOVE
A p.o Q o.a A FINISHED GROUND SURFACE.
SEE SEWER DESIGN NOTES:
SECTION o ° 1
© MIN. 9" COMPACTED #G7 STONE
BASE TO BE INSTALLED UNDER NOTES: 9" STONE
a. NEW MANHOLE.
D 4
CITY OF RALEIGH
1, VENT MUST BE FACTORY WELDED CITY OF RALEIGH
FABRICATED AND "HOT DIPPED"
DEPARTMENT OF PUBLIC UTILITIES GALVANIZED. DEPARTMENT OF PUBLIC UTILITIES
STANDARD PRECAST SANITARY 2•HYFE- Hundred Year Flood STANDARD SEAL TIGHT MANHOLE
SEWER MANHOLE elevation WITH VENTED STACK
DWG. NO. REVISIONS DATE REVISIONS DATE DWG. NO. REVISIONS DATE REVISIONS
5-20 Y.C.A. 12-31-92 ABB 2-21-05 5 24 D.W.C. _ G-7-99 A.B.B.
RRti 3-30-00 D.N.L. 6-16-08 RRH 3-30-00 D.H.L.
NOTE: WHEN WATERTIGHT NOT SPECIFIED, TOP SHALL
SHALL HAVE ONE I " VENT HOLE.
27 I /2"
26 I/4"
24 1/IG"
1 3/8"
1 24 1/2 �f 7 112"
a o
28 3/1 G"
5/5' 34°
FRAME SECTION
(2) 55 ROLL PINS
(2) CAM LOCKS 112" DIA x 1 3/4"
3 7/8"
s/a^ 911 G
5/ � l 1
-1�--- 20 - �L
15/8.. „a
WIPER GA5KET
3/4" TY ICAL CAM LOCK MANHOLE
5/8" S
ROD
FINNED GASKET IN VERTICAL FACE BOTTOM OF FRAME
OF COVER TO MAKE WATERTIGHT. PLAN
OPEN
c POSITION SLIP RE515TANT CLEATS
I� I 1/4COVER O
/ BOTTOM OF COVER
CLOSED
LOCKING DEVICE POSITION
FRAME U+
STANDARD - PENTAGON HEAD 5.5. BOTTOM
OPTIONAL - 5.5. HEX HEAD BOLT OF FRAME
TYPICAL LOCKING DEVICE
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
RING MUST BE ANCHORED WATER -TIGHT MANHOLE FRAME
IN ACCORDANCE WITH 5-25 WITH CAM LOCK COVER
DWG. N0.1 REVISIONS 1 DATE REVISIONS DATE
5-27 RRH13-30-001 1
DHL G-18-08
O O
- 12"
ELEVATION
#3 OR #4 REBAR
CORROSION RESISTANT MATERIAL
RUBBER, PLASTIC
4„ C
SIDE
CITY OF RALEIGH _
DEPARTMENT OF PUBLIC UTILITIES
SECTION A - A STANDARD SLIP RESISTAI
MANHOLE STEP DETAIL
DWG. NO.1 REVISIONS DATE REVISIONS
cJ-28 RRH 3-30-00
)ALL MANHOLE FRAMES SHALL BE
DOMESTICALLY CAST.
2) FRAME SHALL BE A MINIMUM WEIGHT OF
182 LBS. WITHIN PUBLIC ROW AND I GO LBS.
WITHIN EASEMENTS.
3) COVER SHALL WEIGH A MIN. OF 120 LBS,
4) ALL MANHOLE FRAMES OUTSIDE OF PAVED
SURFACES SHALL BE BOLTED TO THE CONE
SECTION OR RING WITH A MINIMUM OF 4
BOLTS PER FRAME.
5-25
PLASTIC OR
WIRE TIES
MIN. 12-1/2 GA.
INTERMEDIATE
WIRES
MANHOLE FRAME AND COVER
I " VENT HOLE
25 I/IG"
23 I 111 G"
33 114"
5/8"X3" LAG5HIELD IN HOLE
DRILLED INTO CONE OR
RING WITH ANCHOR SUNK TO
DESIGN DEPTH, AND 3/8"X3"
HOT DIPPED GALVANIZED
LAG BOLT AND WASHER.
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
STANDARD MANHOLE COVER
ONS DATE I REVISIONS DA
-1-87 3-1-87 1 A.B.B.
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PROJECT
NO.:
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DATE:
OCTOBER 2018
SCALE:
AS NOTED
SHEET 6
OF 6
C 2.01

Soil Map—Wake County, North Carolina
(Town of Garner - White Oak Sewer Extension)
(V
721900 722100 722300 722500 722700 722900 723100
35° 41'11" N
M
1b
25
35° 40'25" N
721900 722100 722300 722500 722700 722900 723100
3
Map Scale: 1:9,960 if printed on A landscape (11" x 8.5") sheet.
N Meters
N 0 100 200 400 600
Feet
0 450 900 1800 2700
Map projection: Web Mercator Comer coordinates: WGS84 Edge tics: UTNI Zone 17N WGS84
UsDA Natural Resources Web Soil Survey
Conservation Service National Cooperative Soil Survey
723300 723.500 723700
N
723900
35° 41'11" N
7233W 723500 723700
35° 40'25" N
3
N
10/11/2018
Page 1 of 3

MAP LEGEND
Area of Interest (AOI)
0
Area of Interest (AOI)
Soils
0
Soil Map Unit Polygons
rwr
Soil Map Unit Lines
0
Soil Map Unit Points
Special
Point Features
Vo
Blowout
Borrow Pit
Clay Spot
Closed Depression
Gravel Pit
.14
Gravelly Spot
0
Landfill
Lava Flow
Marsh or swamp
+
Mine or Quarry
Water Features
Miscellaneous Water
Perennial Water
Streams and Canals
Rock Outcrop
Saline Spot
4
Sandy Spot
Severely Eroded Spot
Sinkhole
Source of Map: Natural Resources Conservation Service
Slide or Slip
oa
Sodic Spot
Soil Map—Wake County, North Carolina
(Town of Garner - White Oak Sewer Extension)
MAP INFORMATION
USDA Natural Resources Web Soil Survey 10/11/2018
Conservation Service National Cooperative Soil Survey Page 2 of 3
Spoil Area
The soil surveys that comprise your AOI were mapped at
1:24,000.
Stony Spot
Very Stony Spot
Warning: Soil Map may not be valid at this scale.
Wet Spot
Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of soil
Other
line placement. The maps do not show the small areas of
.-
Special Line Features
contrasting soils that could have been shown at a more detailed
scale.
Water Features
Streams and Canals
Please rely on the bar scale on each map sheet for map
measurements.
Transportation
Rails
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL:
rwr
Interstate Highways
Coordinate System: Web Mercator (EPSG:3857)
US Routes
Maps from the Web Soil Survey are based on the Web Mercator
L
Major Roads
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Local Roads
Albers equal-area conic projection, should be used if more
accurate calculations of distance or area are required.
Background
.
Aerial Photography
This product is generated from the USDA-NRCS certified data as
of the version date(s) listed below.
Soil Survey Area: Wake County, North Carolina
Survey Area Data: Version 17, Sep 10, 2018
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Date(s) aerial images were photographed: Oct 29, 2014—Dec 9,
2017
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor
shifting of map unit boundaries may be evident.
USDA Natural Resources Web Soil Survey 10/11/2018
Conservation Service National Cooperative Soil Survey Page 2 of 3

Soil Map—Wake County, North Carolina
Map Unit Legend
Town of Garner - White Oak Sewer
Extension
usDA Natural Resources Web Soil Survey 10/11/2018
Conservation Service National Cooperative Soil Survey Page 3 of 3
Map Unit Symbol
Map Unit Name
Acres in AOI
Percent of AOI
ChA
Chewacla and Wehadkee
50.3
18.5%
soils, 0 to 2 percent slopes,
frequently flooded
Helena sandy loam, 2 to 6
3.6
1.3%
HeB
percent slopes
RgB
Rawlings -Rion complex, 2 to 6
14.6
5.4%
percent slopes
RgC
Rawlings -Rion complex, 6 to
63.0
23.2%
10 percent slopes
RgD
Rawlings -Rion complex, 10 to
64.6
23.8%
15 percent slopes
Ur
Urban land
22.1
8.1%
W
Water
6.6
2.4%
WaD
Wake-Rolesville complex, 10
10.7
3.9%
to 15 percent slopes, very
rocky
WeB
Wedowee sandy loam, 2 to 6
2.8
1.0%
percent slopes
WfB
Wedowee -Saw complex, 2 to 6
17.8
6.5%
percent slopes
WgB
Wedowee -Urban land
3.4
1.3%
complex, 2 to 6 percent
slopes
WgC
Wedowee -Urban land
12.3
4.5%
complex, 6 to 15 percent
slopes
Totals for Area of Interest
271.8
100.0%
usDA Natural Resources Web Soil Survey 10/11/2018
Conservation Service National Cooperative Soil Survey Page 3 of 3

Town of Garner
White Oak Sewer Extension
•
Legend
Garner Route 1
• W RAL TV
I A
id To
rrey �
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fires
EBX-Neuse I, LLC Stream and Wetland Banks
Statement of Availability December 7, 2018
U.S. Army Corps of Engineers
Tasha Alexander
Raleigh Regulatory Field Office
3331 Heritage Trade Center, Suite 105
Wake Forest, NC 27587
Re Project: White Oak Sewer Extension
This document confirms that Town of Garner (Applicant) for the White Oak Sewer Extension (Project)
has expressed an interest to utilize 0.14 Riparian Wetland Mitigation Credits from the EBX-Neuse
sponsored Neu -Con Wetland & Stream Umbrella Mitigation Bank, specifically from the Howell Woods
Site in the Neuse HUC 03020201. As the official Bank Sponsor, EBX-Neuse I, LLC, attests to the fact
that mitigation is available for reservation at this time.
These mitigation credits are not considered secured, and consequently are eligible to be used for alternate
purposes by the Bank Sponsor, until payment in full is received from the Applicant resulting in the
issuance of a Mitigation Credit Transfer Certificate by the bank acknowledging that the Applicant has
fully secured credits from the bank and the Banker has accepted full responsibility for the mitigation
obligation requiring the credits/units.
The Banker will issue the Mitigation Credit Transfer Certificate within three (3) days of receipt of the
purchase price. Banker shall provide to Applicant a copy of the Mitigation Credit Transfer Certificate and
a documented copy of the debit of credits from the Bank Official Credit Ledger(s), indicating the permit
number and the resource type secured by the applicant. A copy of the Mitigation Credit Transfer
Certificate, with an updated Official Credit Ledger will also be sent to regulatory agencies showing the
proper documentation.
If any questions need to be answered, please contact me at 919-209-1075.
Best Regards,
Caitlan B. Parker
Resource Environmental Solutions, LLC
302 Jefferson Street, Suite 110
Raleigh, NC 27605

fires
EBX Buffer Mitigation Banks
Statement of Availability December 7, 2018
NC Division of Water Resources
Stephanie Goss
512 N. Salisbury St.
Archdale Building, 9th floor
Raleigh, NC 27604
Re Project: White Oak Sewer Extension
This document confirms that Town of Garner (Applicant) for the White Oak Sewer Extension (Project)
has expressed an interest to utilize 4,911 Square Feet of Riparian Buffer Mitigation Credits from one
of the following banks, EBX-Neuse I, LLC Neuse Riparian Buffer Umbrella Mitigation Bank, RES
Neuse Buffer and Nutrient Offset Umbrella Mitigation Bank, or EBX Upper Neuse Riparian Buffer
Umbrella Mitigation Bank. Specific bank sites that may be debited are Arrington Bridge 1, Arrington
Bridge II, Buffalo Branch, Selma Mill, Cedar Grove, Hatley, Ezell, Polecat, Hannah Bridge, Meadow
Spring, and Stone Creek, all located in HUC 03020201. As the official Bank Sponsor, EBX-Neuse I, LLC
and EBX, attests to the fact that mitigation is available for reservation at this time.
These mitigation credits are not considered secured, and consequently are eligible to be used for alternate
purposes by the Bank Sponsor, until payment in full is received from the Applicant resulting in the
issuance of a Mitigation Credit Transfer Certificate by the bank acknowledging that the Applicant has
fully secured credits from the bank and the Banker has accepted full responsibility for the mitigation
obligation requiring the credits/units.
The Banker will issue the Mitigation Credit Transfer Certificate within three (3) days of receipt of the
purchase price. Banker shall provide to Applicant a copy of the Mitigation Credit Transfer Certificate and
a documented copy of the debit of credits from the Bank Official Credit Ledger(s), indicating the permit
number and the resource type secured by the applicant. A copy of the Mitigation Credit Transfer
Certificate, with an updated Official Credit Ledger will also be sent to regulatory agencies showing the
proper documentation.
Please contact me at 919-209-1075 or cparkergres.us if you have any questions or need additional
information.
Best Regards,
��FT�
Caitlan B. Parker
Resource Environmental Solutions, LLC
302 Jefferson Street, Suite 110
Raleigh, NC 27605
Bank Sponsor — EBX-Neuse I, LLC and Environmental Banc & Exchange (EBX)

fires
EBX Buffer Mitigation Banks
Statement of Availability December 7, 2018
NC Division of Water Resources
Stephanie Goss
512 N. Salisbury St.
Archdale Building, 9th floor
Raleigh, NC 27604
Re Project: White Oak Sewer Extension
This document confirms that Town of Garner (Applicant) for the White Oak Sewer Extension (Project)
has expressed an interest to utilize 4,911 Square Feet of Riparian Buffer Mitigation Credits from one
of the following banks, EBX-Neuse I, LLC Neuse Riparian Buffer Umbrella Mitigation Bank, RES
Neuse Buffer and Nutrient Offset Umbrella Mitigation Bank, or EBX Upper Neuse Riparian Buffer
Umbrella Mitigation Bank. Specific bank sites that may be debited are Arrington Bridge 1, Arrington
Bridge II, Buffalo Branch, Selma Mill, Cedar Grove, Hatley, Ezell, Polecat, Hannah Bridge, Meadow
Spring, and Stone Creek, all located in HUC 03020201. As the official Bank Sponsor, EBX-Neuse I, LLC
and EBX, attests to the fact that mitigation is available for reservation at this time.
These mitigation credits are not considered secured, and consequently are eligible to be used for alternate
purposes by the Bank Sponsor, until payment in full is received from the Applicant resulting in the
issuance of a Mitigation Credit Transfer Certificate by the bank acknowledging that the Applicant has
fully secured credits from the bank and the Banker has accepted full responsibility for the mitigation
obligation requiring the credits/units.
The Banker will issue the Mitigation Credit Transfer Certificate within three (3) days of receipt of the
purchase price. Banker shall provide to Applicant a copy of the Mitigation Credit Transfer Certificate and
a documented copy of the debit of credits from the Bank Official Credit Ledger(s), indicating the permit
number and the resource type secured by the applicant. A copy of the Mitigation Credit Transfer
Certificate, with an updated Official Credit Ledger will also be sent to regulatory agencies showing the
proper documentation.
Please contact me at 919-209-1075 or cparkergres.us if you have any questions or need additional
information.
Best Regards,
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Caitlan B. Parker
Resource Environmental Solutions, LLC
302 Jefferson Street, Suite 110
Raleigh, NC 27605
Bank Sponsor — EBX-Neuse I, LLC and Environmental Banc & Exchange (EBX)