20151067 Ver 1_More Info Received_20191120

•
NCDEQ
Division of Water Resources
401 & Buffer Permitting Unit
1617 Mail Service Center
Raleigh, North Carolina 27699 -1617
Attention: Ms. Cherri Smith
November 18, 2015 060*7
Raleigh Regulatory Field Office
US Army Corps of Engineers
3331 Heritage Drive, Suite 105
Wake Forest, North Carolina 27587
Mr. James Lastinger
SUBJECT: Beaverdam Creek Interceptor Wetland and Buffer Impacts
Zebulon, Wake County, NC Green Engineering PN: 12071
Dear Ms. Smith and Mr. Lastinger:
Enclosed is an updated application for temporary buffer and wetland impacts along a City of
Raleigh Gravity Sewer Outfall in the Town of Zebulon. Please review this application for approval of
the proposed impacts. The following is enclosed:
• Application for Impacts and 401 & Buffer Permitting PCN Submittal Checklist
• USGS Map of Project Area & Soil Maps of Project Area
• Table of Impacts* & Detail Maps of Each Crossing
• Relevant Construction Plan Sheets (11x17)
• JD Request with data sheets — to Corps
Please note that all effort has been put forth between Green Engineering, the City of Raleigh, and
the Property Owner's involved to minimize the impacts on the buffers, wetlands, and the individuals
property. One section of this project has been inaccessible to survey (Sarah Tant Properties). The
buffer locations have been estimates from orthos, lidar, quad and soil maps. Some crossings and buffer
impacts have been unavoidable due to property owner negotiations.
Please notify me immediately if any additional information or clarification is needed, Office 252-
237 -5365 or Mobile [phone].
Respectfully,
Sean P. Hein, S
NO 2 �' f
'�
2415 U
GREEN ENGINEERING, PLLC
WATER, WASTEWATER SURVEYING, PLANNING, PROJECT MANAGEMENT
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Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre - Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1a. Type(s) of approval sought from the
Corps:
®Section 404 Permit El Section 10 Permit
1b. Specify Nationwide Permit (NWP) number: 12 or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps?
❑ Yes
® No
1 d. Type(s) of approval sought from the DWQ (check all that apply):
❑ 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ® Riparian Buffer Authorization
1e. Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification:
❑ Yes ® No
For the record only for Corps Permit:
❑ Yes ® No
1f. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program.
® Yes
❑ No
1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes
® No
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
® No
2. Project Information
2a. Name of project:
Beaverdam Creek Interceptor
2b. County:
Wake
2c. Nearest municipality / town:
Zebulon, North Carolina
2d. Subdivision name:
N/A
2e. NCDOT only, T.I.P. or state
project no:
N/A
3. Owner Information
3a. Name(s) on Recorded Deed:
City of Raleigh
3b. Deed Book and Page No.
NA
3c. Responsible Party (for LLC if
applicable):
3d. Street address:
One Exchange Plaza, Suite 620
3e. City, state, zip:
Raleigh, NC 27601
3f. Telephone no.:
(919) 996 -3490
3g. Fax no.:
(919) 996 -1866
3h. Email address:
edward.stempien @raleighnc.gov
Page 1 of 10
PCN Form — Version 1.3 December 10, 2008 Version

4. Applicant Information (if different from owner)
4a. Applicant is:
❑ Agent ® Other, specify: Consultant for City of Raleigh
4b. Name:
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name:
Sean P. Hein, PLS
5b. Business name
(if applicable):
Green Engineering, PLLC
5c. Street address:
303 Goldsboro St. E.
5d. City, state, zip:
Wilson, North Carolina 27893
5e. Telephone no.:
252 - 237 -5365
5f. Fax no..
252 - 243 -7489
5g. Email address:
s.hein @greeneng.com
Page 2 of 10

...
B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
NA
1 b. Site coordinates (in decimal degrees): See Exhibits
Latitude: 35.843554 Longitude: - 78.291252
(DD.DDDDDD) (- DD.DDDDDD)
1 c. Property size:
NA acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
Beaverdam Creek
proposed project:
2b. Water Quality Classification of nearest receiving water:
C; NSW
2c. River basin: map is available at
Neuse
http: / /h2o.enr.state.nc.us /admin /maps/
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application: Mix of developed areas, agricultural, and wooded properties.
3b. List the total estimated acreage of all existing wetlands on the property: N/A — Known wetlands shown at utility crossings
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: Unknown
3d. Explain the purpose of the proposed project:
Allow for the abandonment / removal of two (2) existing pump stations ( CORPUD Stations #153 and #158) and one (1)
pump Station at Shephard Park by providing one single pump station for the whole basin.
3e. Describe the overall project in detail, including the type of equipment to be used:
Install approximately 19,015 linear feet of 8 -inch through 24 -inch Gravity Sewer, 3,545 linear feet of 12 -inch Force Main,
Thirty (30) Manholes, and one (1) 1,750 GPM Wastewater Pump Station to transport flow to the existing CORPUD Little
Creek Wastewater Treatment Plant in Zebulon, North Carolina for treatment and disposal.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past? ®Yes El No El Unknown
Comments: Neuse Stream Buffer Determinations
4b. If the Corps made the jurisdictional determination, what type
of determination was made? El Preliminary [I Final
4c. If yes, who delineated the jurisdictional areas? Agency /Consultant Company:
Name (if known): Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
N/A — No wetlands will be disturbed, all crossings will be bored.
5. Project History
5a. Have permits or certifications been requested or obtained for Yes No El Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project? ❑ Yes ® No
6b. If yes, explain.
Page 3 of 10
PCN Form — Version 1.3 December 10, 2008 Version

.-.
C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
® Wetlands ❑ Streams - tributaries ® Buffers
❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted. See Chart
2a.
2b.
2c.
2d.
2e.
2f.
Wetland impact
Type of jurisdiction
number —
Type of impact
Type of wetland
Forested
(Corps - 404, 10
Area of impact
Permanent (P) or
(if known)
DWQ — non -404, other)
(acres)
Temporary T
W1 ❑ P [--IT
See enclosed
❑ Yes
❑ Corps
chart
❑ No
❑ DWQ
W2 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W3 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W4 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W5 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W6 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
2g. Total wetland impacts
0.8596
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted. — See Enclosed Chart
3a.
3b.
3c.
3d.
3e.
3f.
3g.
Stream impact
Type of impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
number -
(PER) ) or
(Corps - 404, 10
stream
length
Permanent (P) or
intermittent
DWQ — non -404,
width
(linear
Temporary (T)
(INT)?
other)
(feet)
feet)
S1 ❑ P [:IT
❑ PER
❑ Corps
❑ INT
❑ DWQ
S2 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S3 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S4 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S5 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S6 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
3h. Total stream and tributary impacts
509
3i. Comments: All Temporary Utility Crossing Impacts
Page 4 of 10

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a.
4b.
4c.
4d.
4e.
Open water
Name of waterbody
5e.
impact number—
(if applicable)
Type of impact
Waterbody type
Area of impact (acres)
Permanent (P) or
(acres)
number
of pond
Temporary T
01 ❑P ❑T
NA
Flooded
02 ❑P ❑T
Excavated
Flooded
Filled
Excavated
03 ❑P ❑T
P1
NA
04 ❑P ❑T
0 Total open wafer impacts
0
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5a.
5b.
5c.
5d.
5e.
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
Pond ID
Proposed use or purpose
(acres)
number
of pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
NA
P2
5f. Total
N/A
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a.
® Neuse ❑ Tar - Pamlico ❑ Other:
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b.
6c.
6d.
6e.
6f.
6g.
Buffer impact
number —
Reason
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P) or
for
Stream name
mitigation
(square feet )
(square feet)
Temporary T
impact
required?
131 ❑ P ❑ T
See enclosed chart
❑ Yes
❑ No
B2 ❑P ❑T
El Yes
❑ No
B3 ❑P ❑T
F1 Yes
❑ No
6h. Total buffer impacts
34,213
37,442
6i. Comments: Impacts for utility crossings
Page 5 of 10

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Location of sewer placed to be of minimal impact and negotiated with affected land owners for placement. Temporary
construction easements eliminated at buffer crossings to limit width of impacts.
b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Proper Erosion Control measures such as rock dams and silt fence will be used to isolate open -cut areas from allowing
Run-off into sensitive areas.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
® Yes ❑ No
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ® Corps
2c. If yes, which mitigation option will be used for this
project?
® Mitigation bank
❑ Payment to in -lieu fee ram
y program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank: Buffers through Greene Environmental
3b. Credits Purchased (attach receipt and letter)
Type
Quantity
3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
® Yes
4b. Stream mitigation requested:
0 linear feet
4c. If using stream mitigation, stream temperature:
❑ warm ❑ cool ❑cold
4d. Buffer mitigation requested (DWQ only):
0 square feet
4e. Riparian wetland mitigation requested:
0.86 acres
4f. Non - riparian wetland mitigation requested:
0 acres
4g. Coastal (tidal) wetland mitigation requested:
0 acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 6 of 10
PCN Form — Version 1.3 December 10, 2008 Version

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
[] Yes
® No
buffer mitigation? If yes, you will have to fill out this entire form — please
contact the State for more information.
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
6c.
6d.
6e.
Zone
Reason for impact
Total impact
Multiplier
Required mitigation
(square feet)
(square feet)
Zone 1
Utility Easement
2911
3 (2 for Catawba)
8733
Zone 2
1.5
6f. Total buffer mitigation required:
N/A
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
Payment to private bank — Greene Environmental - See chart for amounts
6h. Comments: Utility Crossings —Limiting to 40' wide or less Where possible
Page 7 of 10

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified
® Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
❑ Yes ®No
Comments: Project will not result in concentration of stormwater run -off. No grading
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
None — utility project
2b. Does this project require a Stormwater Management Plan?
❑ Yes ® No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why: Proiect does not affect stormwater.
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
❑ Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan?
❑ DWQ Stormwater Program
❑ DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project?
Town of Zebulon, N.C.
❑ Phase II
3b. Which of the following locally- implemented stormwater management programs
❑ NSW
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other: Local Program
3c. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ® No
attached?
4. DWQ Stormwater Program Review
❑ Coastal counties
4a. Which of the following state- implemented stormwater management programs apply
❑ HQW
❑ ORW
(check all that apply):
❑ Session Law 2006 -246
❑ Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached?
❑ Yes ❑ No
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 8 of 10
PCN Form — Version 1.3 December 10, 2008 Version

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal /state /local) funds or the
® Yes ❑ No
use of public (federal /state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes ® No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.)
❑ Yes ❑ No
Comments: N/A
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑ Yes ® No
or Riparian Buffer Rules (15A NCAC 213 .0200)?
2b. Is this an after - the -fact permit application?
❑ Yes ® No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
® Yes ❑ No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
Gravity sewer will promote development of nearby property. Those projects should be analyzed as they are proposed.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non -discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
All existing wastewater generated in the project area (and subsequently carried by this project upon completion) are
transported and disposed of at the existing CORPUD — Little Creek Wastewater Treatment Plant in Zebulon, N.C. No new
flows are proposed by this project. All flows are existing development being re- routed by outfall to accompany the
abandonment of existing City of Raleigh Lift Stations ( CORPUD Stations #153 and #158), as well as the Lift Station serving
Shepard Park, in the project area. One (1) new 1,750 GPM Wastewater Pump Station will transport flow to the existing
CORPUD Little Creek Wastewater Treatment Plant in Zebulon, North Carolina for treatment and disposal.
Page 9 of 10
PCN Form — Version 1.3 December 10, 2008 Version

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
❑ Yes ® No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
El Yes No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted.
[] Raleigh
❑ Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
U.S. Fish & Wildlife Service — National Wetlands Inventory Mapping Program and NC Natural Heritage Program Website.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ® No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
U.S. Fish & Wildlife Service — National Wetlands Inventory Mapping Program and NC Natural Heritage Program Website.
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
❑ Yes ® No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
North Carolina State Historic Preservation Office GIS Web Service — Online Search
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA- designated 100 -year floodplain?
® Yes ❑ No
8b. If yes, explain how project meets FEMA requirements: All manholes within 1 % Chance Flood are Gasketed / Sealed.
8c. What source(s) did you use to make the floodplain determination? FEMA website - F.I.R.M. data
Sean P. Hein
/
Applicant/Agent's Printed Name
ppllcant/Agent's Signature
Date
(Agent's signature is valid only if an authorization letter from the applicant
is provided.)
Page 10 of 10

Sean Hein
From: Jeff Becker <jrbecker @bellsouth.net>
Sent: Wednesday, November 11, 2015 10:39 AM
To: Sean Hein
Cc: Melissa Robinson; Lia Gilleski
Subject: Re: Buffer Mitigation, Zebulon, Wake County
Sir.. Per our conversation Greene Environmental Services has the Buffer Credits required for your project.. Price is $1.00
per square foot. Upon receiving payment we will issue a Credit Transfer Letter in the amount required to meet the
projects impacts.. Any questions please advise..
On Wed, 11/11/15, Sean Hein <s.hein @greenene.com> wrote:
Subject: Buffer Mitigation, Zebulon, Wake County
To: "irbecker @bellsouth.net" <irbecker @bellsouth.net>
Date: Wednesday, November 11, 2015, 9:45 AM
0�
Mr. Becker,
The mitigation we need is
for the following:
Project: Beaverdam Creek
Interceptor
Owner: City of Raleigh
Edward Stempien
One Exchange Plaza Ste 620
Raleigh, NC 27601
Agent: Green
Engineering
Amount of buffer
mitigation needed: 8733 sf (2911 at 3:1 ratio)
Coordinates: N 35.846745 W
78.320300
rub
jto�

' w
Environmental
Quality
November 17, 2015
Edward Stempien
City of Raleigh
PO Box 590
Raleigh, NC 27602
PAT MCCRORY
Govemor
DONALD R. VAN DER VAART
Serrerary
Expiration of Acceptance: May 17, 2016
m Creek interceptor County: Wake
The purpose of this letter is to notify you that the NCDEQ Division of Mitigation Services (DMS) is willing to accept
payment for compensatory mitigation for impacts associated with the above referenced project as indicated in the table
below. Please note that this decision does not assure that participation in the DMS in -lieu fee mitigation program will be
approved by the permit issuing agencies as mitigation for project impacts. It is the responsibility of the applicant to
contact permitting agencies to determine if payment to the DMS will be approved. You must also comply with all other
state, federal or local government permits, regulations or authorizations associated with the proposed activity including
G.S. § 143 - 214.11.
This acceptance is valid for six months from the date of this letter and is not transferable. If we have not received a
copy of the issued 404 Permit/401 Certification /CAMA permit within this time frame, this acceptance will expire.
is the applicant's responsibility to send copies of the permits to DMS. Once DMS receives a copy of the permit(s) an
invoice will be issued based on the required mitigation in that permit and payment must be made prior to conducting the
authorized work. The amount of the in -lieu fee to be paid by an applicant is calculated based upon the Fee Schedule and
policies listed at hfpJ /portal.ncdenr.org/web /eep.
Based on the information supplied by you in your request to use the DMS, the impacts that may require compensatory
mitigation are summarized in the following table. The amount of mitigation required and assigned to DMS for this impact
is determined by permitting agencies and may exceed the impact amounts shown below.
Impact
River
Basin
CU Location
(8 -digit HUC)
Stream (feet)
Wetlands (acres)
Buffer I
(Sq. Ft.)
Buffer II
(Sq. Ft.)
Cold
I Warm
Riparian
Non-Riparian
Coastal Marsh
Neuse
03020203
0
0 0
0.86
0 1
0
0
0
Upon receipt of payment, DMS will take responsibility for providing the compensatory mitigation. The mitigation will be
performed in accordance with the In -Lieu Fee Program instrument dated July 28, 2010.
Thank you for your interest in the DMS in -lieu fee mitigation program. If you have any questions or need additional
information, please contact Kelly Williams at (919) 707 -8915.
cc: James Lastinger, USACE- Raleigh
Sean Hein -agent
Sincerely,
James.4 Stanfill
Asset Management Supervisor
!'`Nothing Compares'
State o(North Carolina I Environmental Quality
1601 Mail Service Center I Raleigh, North Carolina 276991601
919- 707 -8600

BEAVERDAM CREEK INTERCEPTOR
WETLAND AND BUFFER IMPACTS
ZEBULON, WAKE COUNTY, NC
IMPACT
PLAN PAGE
ZONE 1
ZONE 2
WETLANDS
WETLANDS (AC)
STREAM (LF)
ZONE 1
ZONE 2
WETLANDS (AC)
LATTITUDE
LONGITUDE
A
-4
2,556
1,622
0
0.0000
41
0
0
0.0000
N 35.827573
W 78.300134
B
4
1,305
847
0
0.0000
21
0
0
0.0000
N 35.828024
W 78.300072
C
12
3,287
2,333
3,643
0.0836
41
0
0
0.0836
N 35.843188
W 78.298326
D
13
0
0
4,875
0.1119
0
0
0
0.1119
N 35.843639
W 78.299447
E
13
2,443
1,628
1,876
0.0431
41
0
0
0.0431
N 35.844726
W 78.301834
F
14
2,406
1,604
6,063
0.1392
41
0
0
0.1392
N 35.846239
W 78.305451
G
14
0
0
1,692
0.0388
0
0
0
0.0388
N 35.846505
W 78.306549
H
15
2,556
1,647
1,865
0.0428
44
0
0
0.0428
N 35.846690
W 78.307167
1
16
2,905
2,627
0
0.0000
48
0
0
0.0000
N 35.846441
W 78.311746
J
17
2,788
1,858
0
0.0000
47
0
0
0.0000
N 35.848055
W 78.316835
K
17
2,657
1,772
0
0.0000
44
0
0
0.0000
N 35.848427
W 78.317852
L
18
2,817
1,878
1,155
0.0265
47
0
0
0.0265
N 35.848524
W 78.319916
M
18
0
0
7,362
0.1690
0
0
0
0.1690
N 35.848874
W 78.320949
N
18
0
0
4,967
0.1140
0
0
0
0.1140
N 35.849163
W 78.322746
O
19
0
822
3,944
0.0905
0
0
0
0.0905
N 35.849690
W 78.324448
P
20
4,198
4,622
0
0.0000
52
1,104
0
0.0000
N 35.847605
W 78.319727
Q
20
4,295
6,917
0
0.0000
42
1,807
0
0.0000
N 35.846745
W 78.320300
TOTALS
r 34,213
30,177
37,442
0.8596
509
2,911
0
0.8596
RATIO
3:1
1:1
TOTAL MITIGATION
8,733
0.86
l

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MI D E VOLUNTEER FIRE DEPARTMENT
TO mE NLii NLEI To AL atLEl F!F TNwoi'N1.41f6 i..&' pBCNRU etoPE DEIEU PILE Nlii LEwUTN eFNw[lIT UPPER toY1FR --
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'
\ LEGEND
EXISTING MAJOR CONTOUR
•g ----- .01 - - - -- EXISTING MINOR CONTOUR
EXISTING PROPERTY UNE
- �- EXISTING RIGHT -OF -WAY
PROPOSED
Odes • - I _ -- EXISTING CENTERUNE -WAY
EXISTING EASEMENT
f' -• �� _ — — — PROPOSED EASEMENT
— — ' — EXTRATERRITORIAL JURISDICTION
— EXISTING BFFER
• _ _ _ _ ix ANNUAL U CHANCE FLOOD
r ', ---- EXISTING EDGE OF PAVEMENT
_ LIMITS OF DISTURBANCE
e7Ea t7trJleeNElvr wE TEMPORARY BENCH MARK
a.7ao MRLL TteX
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EXISTING WATER LINE
Cf1Y Oi' RALEpI EXISTING WATER METER
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• Q/ -Ian EXISTING BORE LOCATION
y
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' •6ANTARY >EVER EASEYEW! y,: _ ELEV:MLC
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. -� /' • .FE,� PROPOSED SEWER LINE
7 to tc ■� �� PROPOSED SEWER FORCE MAIN
0 PROPOSED SEWER MANHOLE
1 IX>R ��4 `. r i l / -� L� �_ _ / '"` _ �fnws7RU _ // - POFNLP -` alE / / •' •�. �-• PROPOSED SEWER LINE PLUG END
21 ,yard- N•'=- / `` �'_ r.:_ ___ 1 r. ' EASCyF �� / ' '�Hb. -� EXISTING SEWER UNE
�`i ,1 % //` r / • lip / -� 13.23 i 4 ` uw�'V•oraz,� O ExtSnNG SEWER MANHOLE
•g / _ . 1 a( `\ ` ,y /� Q' • nor, --- 3 EXISTING SEWER UNE PLUG END
NOW - R GORMERLY ` MH /6
oIRNER57DNC eANN t ) STA•tt•t0.00 Fes.a / �� � EXISTING STORM BRAIN LINE
De 15373-2316 `�� _ �TM 1 { PROP. TEMP. 2V NV9m0 '4' ^ -�� �. EXISTING STORM DRNN LINE
PIN: 2705- 77 -]{71 - 3 CONSTRUCTION '/t �/ ,, •'a SOUR �f2(5 AND • >MM '� ZDSIt00• �NJtIIUC11oN - _ O EXISTING STORM DRAIN MANHOLE
ETON[ APPROACH / t ENTRANCE r/ 10' D0114E EA4XE)tT ` : �..
/� r iiii/ YT _ / -_ ^� 'Al (8EE PETµ) WMtID WPE RPE t 011p1 J EI0571NG PAVEMENT
RAIL MILE ROAD / /dV / %• /iir�4!Ur NN - D e A �w - j' \ L DII9lp X110 DIET ANNUAL `
M/A111WR A.61� �C TFfjt\ /tea �'� I I �7, p�Ipl '� 0714
��OM EXISTING CONCRETE
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NOW OR FOIRIERLT EXISTRNG GRAVEL
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V / ' ■2.iIL , IVN POPULAR. ELEV-
/ // A .Iw1,w ..a +•P'tia tAS, nu•t 4 _-'• . �
PIN' 2703 -77 -3141 241.43
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r,Ieh Ta7 EtNet Nne,r tbugwn tIREN. ✓„ �- \\ ElEV -251.43 BUFFER
I n..,N1111NIIy, G 'WV +JU f'
fww I•r9Itr GREEN ENGINEERING +
3-t SEAL 's WATER, WASTEWATER WWEYM PLAW, ITT MANAG1EMEW CITY OF RALEIGH REMOVE BUFFER BORES
02259+ PLAN AND PROFILE
° NORTH CAROLNA Ff#I LJCENBE P-Ott6
£.'w � 0I�11 ° 0�F P°� , *3 BEAVEFDAM CREEK INTERCEPTOR
w,11 GRAVITY SEWER
r TOWN OF ZEBULON WAKE COUNTY, NORT CAROLINA
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RVIA OIIAPI'IIC SICALE CLIENT CODE RALEI
JOB NUMBER: 12 -071
FIELD BOOK: Sal
CADFILE: 12071- PP.d•g
PLAN • PROFILE ONORRONTAL) ASCII FIE:
LAST MODIFIED: 9- pet -15
4 tp MODIFIED BY: RV'M
PROFILE (VERTICAL) •QTum 4 OP 42
47-034
. A_.
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PER MW PAM 'r
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11110111
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tt�
NCI
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57. NOTE
OF MINIMUM COMM SH BE PROVIDED
111m
ms
CRAVITY FORM MAIMS PER I"M PAGE 46. NOTE Z
KAM MUST HAVE A MM" COWR OF FIVE
± t�rr,
r���■
IFT IN IRAFFIC AREAS AND THREE (A FT
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. � rii_
NMI
Com By THE PUBLIC ROAD RID-11-OF-WAYS, AND
TEMPORARY AND PERMANENT
MEM
MEMmossm
MO
EASEMENTS.
2. CONTRACTOR TO BE RESPONSIBLE R)R REMOVAL A
REPLACEMENT OF THESE FACILITIES If DANA=.
MEN
MENE
-Z SEWER UNE.
ME
=1111
MOEN
FLOOD NOTES
CE
MEMO
ME®
2. 270542706.1.
ELEVATION FRO T4 To 7 IN THIS RANGE
3. FIRM PAMEL BASED ON NAVDW
I n..,N1111NIIy, G 'WV +JU f'
fww I•r9Itr GREEN ENGINEERING +
3-t SEAL 's WATER, WASTEWATER WWEYM PLAW, ITT MANAG1EMEW CITY OF RALEIGH REMOVE BUFFER BORES
02259+ PLAN AND PROFILE
° NORTH CAROLNA Ff#I LJCENBE P-Ott6
£.'w � 0I�11 ° 0�F P°� , *3 BEAVEFDAM CREEK INTERCEPTOR
w,11 GRAVITY SEWER
r TOWN OF ZEBULON WAKE COUNTY, NORT CAROLINA
PDF Processed with CtttePDF evaluation edition wtvw.CutePDF.00m H{
RVIA OIIAPI'IIC SICALE CLIENT CODE RALEI
JOB NUMBER: 12 -071
FIELD BOOK: Sal
CADFILE: 12071- PP.d•g
PLAN • PROFILE ONORRONTAL) ASCII FIE:
LAST MODIFIED: 9- pet -15
4 tp MODIFIED BY: RV'M
PROFILE (VERTICAL) •QTum 4 OP 42
47-034

LEGEND
EXISTING MAJOR CONTOUR
i
maw
a -0 EXISTING PROPERTY LINE
EX°P
6 NOSE CENTER -OF W WAY
EXISTING EXISTING EASEMENTS
4 0^, -" •FJ4, ' �, ;i;' �" ^:;Y 'TADD': - - �� PROPOSED EASOMENT
NOW OR FORMERLY �,y _ _
EXTRATERRITORIAL JURISDICTION
.- /• Y676'TNNL - _ _ ``_ i / = BINN P.wIE Mc. ekleA i - . - . -- - 11�X ANNUAL U CHANCE FLOOD
OB 0037
P I-
pt 4
+• ' ' �� .- i �' a� -_ - �`l 270"I-4M , / _--- - - - - -_ EXISTING EDGE OF PAVEMENT
;',•�;•. + ' • �•_•m'p0"' a! _„ter 1' - , \ ^I6- X LIMITS OF DISTURBANCE
/ /�' tF'r . T �Ge \ t1 \ PROP. 7EMP.7d� ` --_-_ TH]APORARY BENCH MARK
/ /% // I �•� 70 ¢ II�MPE9 W es\' w \`,t X, ` \ fp0 - \ EX1511NC WATER METER
\1gt .1 J; ���\ \.. � '•
!y H ^ Ott : '� " �'' �, - - • � -7017 EXISTING BORE LOCATION
KW PIT/ •, w i. ` [ - 11 1 1 `1 / �\ `�`• ' _ STAaT1'• NOW OR FORMERLY - (nF1!)- EXISTING WELL SITE RADIUS
STA>✓l4�.73 w , •y i 4• • 11 T 1 1 \ i ^ ` 2ti ``` ` '/ �• I aY FAMILY V I I F-NZnD
• , •, �E Mt I 1 • !'� F , _ Do 10918- I}_ ELEV• too&
.� �_ --' �Ee�..d r...E,R W... M sYlNn m NaiN en N' v: 1 1 4 t `� �94t•u K,/ ' �11Rpp1 _� ` \`` �?<�i'i4.� - c 1% ANNUAL CHANCE FLOODPLAIN LINE
DOSTING \ ar yENm PROPOSED WEER LINE
PTA'Md >w MHan.etMn m NmaT A. nH.. aM TP.�.<I SSAl11 F720 _ i Mt - 2207944.67
" l ' : r4<Npt by tb Ob,I -t- A tw. e.e HAD u NSF: �It
_ M,<HNI<tbv N.0, b E. ANN - tm.nem< mcm v W W { H .ABTA-29FTT.80 '' / / -3; 1��0 FS��eoi/W 7� ,7 1 . / -- ro±M �" .. 1 43441 W~ PROPOSED SEWER MIUiHOLENN
• ,\ _ Q -rox �� PROPOSED SEWER LINE PLUG END
• \� too PROP TEMP 20' EXISTING SEWER LINE
• \` , CONSTRUCTION EASEMENT p EXISTING SEWER MANHOLE
EXISTING SEWER LINE PLUG EN
EXISTING STORM DRAIN LINE
• - - - ` / �� �'� \ T�\ EXISTING STORM DRAIN LINE
• '. . •" t ``.. �` \ 0 EXISTING STORM DRAIN MANHOLE
. \� N •J tv`.. 1 \� ��\ EXISTING PAVEMENT
• ' \\ �� !! v _ . ` `W \\ i \\�, \` G� u�r�_� EXISTING CONCRETE
EXISTING GRAVEL
��a �� \\ 4V ZONE AE
C.:..
. \
-DITCH LINING CALCULATIONS v\ \
WETLAND
• \ NAME pA C I L DTtm aLOVE VELOaIY 12EPTH ;RHO 1JN01 /( '•" 7
DITCH 6 3.66 0.5 7.38 61 13.14 5.2% 904 0.48 1.55 Excelsiw Cu6ex La+Vtlpcity 81.1.41 / � v' P / / T) BUFFER
DITCH B 1 03 0.5 7.38 73 3.60 4.3% S.BB 0.38 0.97 Excdsiw GaMex Lor Vabc4 B.. L._L_ Ll-L /J
DITCH 10 4. t 0.5 7.38 83 15.13 B 996 10.09 0 31 228 RD Rap. tl30=8 i00NU ` - •' - `• EXISTING GAS LINE
EXISTING OVERHEAD ELECTRIC
-0�- PROPOSED BORE 8 JACK
BEAVERDAM CREEK OUTFALL x EXISTING VALVE
EXISTING GAS VALVE
- -1-F+........ EXISTING RAILROAD TRACKS
280 K EXISTING FENCE LNE
280 EXISTING TREE LINE
EXISTING WETLANDS LINE
- _ - - - EXISTING ROAD GUARDRAIL
- _ I
275 SILT FENCE WITH OUTLET
I 7 � ROCK CHECK DAY
.._ _ DISSIPATER PAD
270 O FLARED END SECTION
270 DIT04 LINER
I
,
A -- - - RUNOFF FLOW DIRECTION
65
--
3 265 SEWER NOTES
R _
I. ALL DE51CN t COIN51RlICCT10HM SHALL CONFORM TO THE
b CS OTT OF RALEIGH PDKJC UIIU1E5 HNgB00K (RPUH)
260 d tV - t- _. DATED AIAWT x 2096.
260 Al RPUH P FORCE MATE ry`3HA. 9E DUCIRE 9mN
2 �t . OF FIVE
• I - ... _. / I S TMEL (J) FT OF MINIMUM COVER SHALL BE PRGV=
3ENEA FORM MAINS PER RPUM PACE 46, NOTE L
__. .
255 _ .. _ _ l.. ` - - - - x (7) FTT N4 TRAFFIC A AREAS AND THREE AEIE (3) T NOTE 1.
- -- 1' - -- FHNAaAJ 255
I
250 _ -
{ - - - 5 0
I I
-i -- ' IN AL
g - - F7 _ GENERAL NOTES
_ -1- - - 1 TAE F1O ORS ANOP IWANLRTR� FA4MEN7SD
245 245 2 coNTtueioR To BE asPDNSIe4E FOR REJWYAL 9
ppp 1 t _ F If 1 t - - --
REPLACEMENT OF THESE FACILITIES W GAUGED.
3. FOR 9CRNG 00THS. SEE SUIISUNFALi DFURATHON
BEAVER DAY CREEK WREN UNE
_._
I DATED YAYPROPObiD SEAL
MMAJACKMLF
35V v STEEL EKrASE4ENr PIPE I _ - - 240
(RNI)A26'WALLTH0DEBS)
FLOOD NOTES
- --
235 - __ - -_. .._ _ _ _ 1 2705J,27A QHANCE FL000. F'EH NF1P FIRM PANEL
� 06J
235 2 SEE FIRM PANEL I'DR FOOD EL11ATION. FL007PLAM
N . { o K+ K ELEVATION RANGES FROM 246.5 TO 300.7 IN THIS RANCE.
3. FIRM PANEL BASED ON NAVDSB.
tg 23 +00 23 +50 //24Qp+00 24 +50 25 +00 25+50 26 +00 26 +50 27 +00 27 +50 28 +00 28 +50 29 +00 29 +50 30 +00 30 +50 31+00 31i3 +50 32 +00 32 +50 33 +00 33�S +50 34 +00 34 +50 35n+00 35i•1+50 36 +00 36+50 37 +00
z r��SN k
f- •~�••• -.'•� � �4rFs GREEN ENGINEERING �Y°0N °A'E ° DA761i°M"''0°
CITY OF RALEIGH I�M °� IXXiES ,Dr8�,3 RVM °�'� T DGDE: ALEI
s '`. wA� wAST�wATE suavEYwq PLANNING
PROJECT MANAGEMENT PLAN AND PROFILE 4 FIE NUMBER: 12 -071
SEAL
05 T FIELD BOOK- B81
CADFlLE: 12071 -PP. d<N9
��p + r NO" CAROLA T FP.O LJOX OW P LS CG A \ /C�f1 A I /��CV IwE'IZp/�cp�np PLAN& PROFILE (HORIZONTAL) ASCII FILE:
GIN' ° 300 ooLOeBOno eTnF.�r EAST, P.O. BOX 608 VVIL80N, N.C. 27883 OGl1 ♦CfIV/'1M VfICCi� F3� F GTIVCr 1 Vil GRAVITY SEINER LAST MODIFIED, 9- Oct -15
,,s yNfO � TEL [phone] FAX [phone] OFF4CE • GFEg•ENQ,Cpd 4 f
M, HIH. TOWN OF ZEBULON WAKE COUNTY, NORTH CAROLINA PROFILE(VHRICAL) BHET=
E t0 M BY: RVM
12 OF 42

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LEGEND
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1. ALL — A mNSII6UCDON SMALL CO FORM TO THE
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DATED AUGUST 2. 2005,
1 ALL 3ElW FORCE MAN PIPE SNAIL BE OIC7LLL PION
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a TNTRL [31 FT OF YN�NJY COVER SHALL GE PROYAED
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- TRAFFIC AREAS PER Ill"
PACE S{, NOTE 4.
275
270 GENERAL NOTES
I. I E LIMITS OF DISRb®ANCE WS1 INCLUDE IFE AREAS
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265 REPLACEMENT OF Ttes FACILITIES IF DAMAGED.
1 FOR BORIIIC DEPTHS, SEE SlFf9U6ACE E70'LOIATXN
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DATED MAY G. 2005
260
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29 SEWER NOTES
1. ALL OL7Ol 6: COMSIIRICUON SHALL CONFORM TO RE
CITY OF RALEIGH PUBLIC LIMIES 14ANDOOM (RPUH)
DATED AMW 2. 2003.
29C I ALL =BCB FORCE MI1M FIFE SMALL 9 DUCTILE IRON
PER RPM PAC: 67, NOTE Y.
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26
26
GENERAL NOTES
I. THE UNITS OF DISTURBANCE WILL INCLUDE THE AREAS
CONFINED BY THE PARE ROAD IBGHT- WAYS. AND
THE TEMPORARY AND FFIAAM54T EASE ERM
27 2 CONTRACTOR TO 6E RESPONSIBLE FOR REMOVAL •
REPLACEMENT OF THESE FACIUIXS IF DAMAGED.
3. FOR BORING DEPTH% SEE SUBSURFACE EXPLORATION
REPORT PROPOSED BEAVER DAM CRMK SEWER UNE
DAZED MAY 6 2006
27
FLOOD NOTES
I. IX ANMIIAL CHANCE FLOOD: PER WIP FRY PANEL
E70SJ.27OU
26 2 SEE FRY PANEL FOR ROOD ELEVATION. FLOODPLAN
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10/6/15
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29C I ALL =BCB FORCE MI1M FIFE SMALL 9 DUCTILE IRON
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26
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GENERAL NOTES
I. THE UNITS OF DISTURBANCE WILL INCLUDE THE AREAS
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THE TEMPORARY AND FFIAAM54T EASE ERM
27 2 CONTRACTOR TO 6E RESPONSIBLE FOR REMOVAL •
REPLACEMENT OF THESE FACIUIXS IF DAMAGED.
3. FOR BORING DEPTH% SEE SUBSURFACE EXPLORATION
REPORT PROPOSED BEAVER DAM CRMK SEWER UNE
DAZED MAY 6 2006
27
FLOOD NOTES
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E70SJ.27OU
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PLAN AND PROFILE
GRAVITY SEWER
SEWER NOTES
1. ALL DES" k COMMIRLenow SHALL COMFORM 70 THE
07Y OF RALEIGH ft"M LMUM HAMINNOOK (RPLIH)
DAlW ALIGM 2, 2005.
2 ALL SEINER FORM MAN PM SHALL BE DUCTU IRGIN
PER RPUH PAW 117. HOW 'r.
3. FT OF MINTNUM COVER 94ALL BE PROVIDED
;71EZ FORCE MANS PER RPUH PACE 40. N(M 2.
GRAVITY SEINER MUST HAW A NOW" COVER OF FIVE
MFT IN TRAFFIC AREAS AND ININDE (a. FT IN
_TRAFFIC AREAS PER I" PACE NOW 4.
GENERAL NOTES
1. TIE UMrfS OF DISIIARBANCE VALL WCUME THE AREAS
COWIMED BY THE PUBLIC ROAD RIGHT-OF-WAYS, AM
TIE TINNTRARY NO PERMANENT EASEMEWM
2 CONIRACMR 70 BE RESPONSIBLE FOR REMOVAL ds
REPLACEMENT OF THESE FACILITES IF DAMAGED.
& FOR BORING DEPTHS, SEE SUBSURFACE EXPLORATION
REPORT PROPOSED BEAVER DAM ORM SEVER UHL
DATIM MAY X. 200E
FLOOD NOTES
I. 12 ANNUAL CHANGE FLOOD! PER WP FIRM PANEL
270542706J,
L SEE FIRM PANEL FOR FLOOD ELEVATION FLOODIPLAIN
ELEVATION RANGES FROM 246.5 TO 300.7 IN THIS RANGE.
I FIRM PANEL BASED ON NAVD8&
(RAPM SCALE L WV I WUL: KALLI
JOB NUMBER: 12-071
$ P qO tt0 CADn : BOOK: 12071- P.6.9
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CITY OF RALEIGH PLAN AND PROFILE REMOVE BUFFER BORES 10,8/1
BEAVERDAM CREEK INTERCEPTOR GRAVITY SEWER
TOWN OF ZEBULON WAKE COUNTY, NORTH CAROLINA
GENERAL NOTES
I. THE LIMITS OF DISTURBANCE MLL MCUME THE AREAS
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THE TEMPORARY AND PERMANENT EASEMENTS
2. CONTRACTOR 7O BE RESPONSIBLE FOR RDAOVAL E
REPLACEMENT OF TNESE FACJURES IF DAMAGED.
1 VCR BORING DEPTHS SEE SUBSURFACE EXPLORATION
REPORT PROPOSED BEAVER DAM CREEK SEVER UNE
DATED MAY 4 2000
FLOOD NOTES
1. IN ANNUAL CHANCE ROOD: PER Ni1P i1RM PANEL
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2_ SEE nRM PANEL FOR FLDOD ELEVATION. FlAOOPLNN
ELEVATION M OES FROM 242.5 TO 300.7 IN THIS RANCE.
1 FIRM PANEL BASED ON NAVD66.
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JOB NUMBER: 12 -071
4 i6 Q tF FIELD BOOK: Bal
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I. ALL MRON 1 CONSTRUCTION SNAIL OONFORM TO 1HE
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DAIED AUGUST 7, 7001
295 2 ALL SEVER FORCE PAIN PPE sHAIL BE wcnLE RON
PER RPW PAGE 57. NOTE 7.
E T•
$ E (3 FT OF MINNUM ODVER SHALL BE PROVIDED
FOR FORGE MAIMS PER RAM PADE 46, NOTE Z
GRAMY SEWER MUST HAVE A MI MUM COYER OF RIVE
a( -TRAFlC AREAS PER RPM PACE ( NOTE 4.
290
8
7
71
U+ou o +UU o+tU / +UU / +50 8 +00 8 +50 9 +00 9 +50 10 +00 10 +50 11+00 11+50 12+00 12 +50 13 +00
ImNam DAIS
CITY OF RALEIGH PLAN AND PROFILE REMOVE BUFFER BORES 10,8/1
BEAVERDAM CREEK INTERCEPTOR GRAVITY SEWER
TOWN OF ZEBULON WAKE COUNTY, NORTH CAROLINA
GENERAL NOTES
I. THE LIMITS OF DISTURBANCE MLL MCUME THE AREAS
CONFINED BY TE PUBLIC ROM RIGHT-OF-WAYS. AND
THE TEMPORARY AND PERMANENT EASEMENTS
2. CONTRACTOR 7O BE RESPONSIBLE FOR RDAOVAL E
REPLACEMENT OF TNESE FACJURES IF DAMAGED.
1 VCR BORING DEPTHS SEE SUBSURFACE EXPLORATION
REPORT PROPOSED BEAVER DAM CREEK SEVER UNE
DATED MAY 4 2000
FLOOD NOTES
1. IN ANNUAL CHANCE ROOD: PER Ni1P i1RM PANEL
2700.42706X.
2_ SEE nRM PANEL FOR FLDOD ELEVATION. FlAOOPLNN
ELEVATION M OES FROM 242.5 TO 300.7 IN THIS RANCE.
1 FIRM PANEL BASED ON NAVD66.
MIS AWMIR OM
GRAFM SCA E T
JOB NUMBER: 12 -071
4 i6 Q tF FIELD BOOK: Bal
CADFILE. 12071
PLAN PLAN t PROFILE OI)RIZONTAL) ASCII FILE.
LAST MODIFIED: 9- Oct -15
Q p MODIFIED BY: RVM
PROFILE (VERTIQW o4w NR 20 OF 42
sr' F� •+v qa (A ffs GREEN ENG3INEERING
d SEAL
WATER, WASTEWATE Ft MWEYINq PLANNINQ• PROJECT MANAGEMENT
022594 F
? t� r NORTH CAROLINA FQiM LIC94BE, P -0116
•'s, fNE '• 303 GOLDSBORO STFi ET EAST, P.O. BOX 606 WILSON, N.C. 27803
•,44O TEL [phone] FAX [phone] OFFICE • OF$NENQCOM
X EXISTING FENCE LINE
EXISTING TREE LINE
— ° - -•— EXISTING WETLANDS LINE
EXISTING ROAD GUARDRAIL
-- + --�- -� SILT FENCE WITH OUTLET
310 0 ROCK CHECK DAM
DISSIPATER PAD
�• FLARED END SECTION
305 DITCH LINER
RUNOFF FLOW DIRECTION
300 SEWER NOTES
I. ALL MRON 1 CONSTRUCTION SNAIL OONFORM TO 1HE
OTT' OF RALEIGH PUBLC UTLTTR`S HANDBOOK (RPUH)
DAIED AUGUST 7, 7001
295 2 ALL SEVER FORCE PAIN PPE sHAIL BE wcnLE RON
PER RPW PAGE 57. NOTE 7.
E T•
$ E (3 FT OF MINNUM ODVER SHALL BE PROVIDED
FOR FORGE MAIMS PER RAM PADE 46, NOTE Z
GRAMY SEWER MUST HAVE A MI MUM COYER OF RIVE
a( -TRAFlC AREAS PER RPM PACE ( NOTE 4.
290
8
7
71
U+ou o +UU o+tU / +UU / +50 8 +00 8 +50 9 +00 9 +50 10 +00 10 +50 11+00 11+50 12+00 12 +50 13 +00
ImNam DAIS
CITY OF RALEIGH PLAN AND PROFILE REMOVE BUFFER BORES 10,8/1
BEAVERDAM CREEK INTERCEPTOR GRAVITY SEWER
TOWN OF ZEBULON WAKE COUNTY, NORTH CAROLINA
GENERAL NOTES
I. THE LIMITS OF DISTURBANCE MLL MCUME THE AREAS
CONFINED BY TE PUBLIC ROM RIGHT-OF-WAYS. AND
THE TEMPORARY AND PERMANENT EASEMENTS
2. CONTRACTOR 7O BE RESPONSIBLE FOR RDAOVAL E
REPLACEMENT OF TNESE FACJURES IF DAMAGED.
1 VCR BORING DEPTHS SEE SUBSURFACE EXPLORATION
REPORT PROPOSED BEAVER DAM CREEK SEVER UNE
DATED MAY 4 2000
FLOOD NOTES
1. IN ANNUAL CHANCE ROOD: PER Ni1P i1RM PANEL
2700.42706X.
2_ SEE nRM PANEL FOR FLDOD ELEVATION. FlAOOPLNN
ELEVATION M OES FROM 242.5 TO 300.7 IN THIS RANCE.
1 FIRM PANEL BASED ON NAVD66.
MIS AWMIR OM
GRAFM SCA E T
JOB NUMBER: 12 -071
4 i6 Q tF FIELD BOOK: Bal
CADFILE. 12071
PLAN PLAN t PROFILE OI)RIZONTAL) ASCII FILE.
LAST MODIFIED: 9- Oct -15
Q p MODIFIED BY: RVM
PROFILE (VERTIQW o4w NR 20 OF 42
8
7
71
U+ou o +UU o+tU / +UU / +50 8 +00 8 +50 9 +00 9 +50 10 +00 10 +50 11+00 11+50 12+00 12 +50 13 +00
ImNam DAIS
CITY OF RALEIGH PLAN AND PROFILE REMOVE BUFFER BORES 10,8/1
BEAVERDAM CREEK INTERCEPTOR GRAVITY SEWER
TOWN OF ZEBULON WAKE COUNTY, NORTH CAROLINA
GENERAL NOTES
I. THE LIMITS OF DISTURBANCE MLL MCUME THE AREAS
CONFINED BY TE PUBLIC ROM RIGHT-OF-WAYS. AND
THE TEMPORARY AND PERMANENT EASEMENTS
2. CONTRACTOR 7O BE RESPONSIBLE FOR RDAOVAL E
REPLACEMENT OF TNESE FACJURES IF DAMAGED.
1 VCR BORING DEPTHS SEE SUBSURFACE EXPLORATION
REPORT PROPOSED BEAVER DAM CREEK SEVER UNE
DATED MAY 4 2000
FLOOD NOTES
1. IN ANNUAL CHANCE ROOD: PER Ni1P i1RM PANEL
2700.42706X.
2_ SEE nRM PANEL FOR FLDOD ELEVATION. FlAOOPLNN
ELEVATION M OES FROM 242.5 TO 300.7 IN THIS RANCE.
1 FIRM PANEL BASED ON NAVD66.
MIS AWMIR OM
GRAFM SCA E T
JOB NUMBER: 12 -071
4 i6 Q tF FIELD BOOK: Bal
CADFILE. 12071
PLAN PLAN t PROFILE OI)RIZONTAL) ASCII FILE.
LAST MODIFIED: 9- Oct -15
Q p MODIFIED BY: RVM
PROFILE (VERTIQW o4w NR 20 OF 42