20151067 Ver 1_401 Application_20151015

NCDEQ
Division of Water Resources
401 & Buffer Permitting Unit
1617 Mail Service Center
Raleigh, North Carolina 27699 -1617
Attention: Ms. Cherri Smith
October 12, 2015
R
a
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 2 0 1 5 1
067
Dear Ms. Smith and Mr. Lastinger:
Enclosed is an 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
• Application Fee of $240.00 (to DWR)
• USGS Map of Project Area & Soil Maps of Project Area
• Table of Impacts* & Detail Maps of Each Crossing
• Relevant Construction Plan Sheets (Full Size and 11 x 17)
* A Separate table of cumulative impacts has been provided as the list is longer than the
standard form would allow. The mitigated areas are listed as "zero" until such areas are
determined to be in need of mitigation. Most of the buffers have been crossed
perpendicular with as minimal disturbance as possible. It is requested that each crossing
be reviewed to make those determinations.
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].
OCT 13 2015
DUNR - WAT °cat it =�:
401 $ BUFFER
Respectfully,
t.
Sean P. Hein, PLS
W \RALEI \12071 \0ffice\Permits\PCN Wetlands - Streams \Wetland - Buffer Impact Cover Letter 20151009 doc

of W ATE
o� oG Office Use Only:
E Corps action ID no.
i ,. l DWQ project no.
"mss► Form Version 1.3 Dec 10 2008
Pre - Construction Notification (PCN) Form
A. Applicant Information
I1. Processing
1 a. Type(s) of approval sought from the
Corps: ®Section 404 Permit ❑Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 12 or General Permit (GP) number:
1 c. 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
1 e. Is this notification solely for the record For the record only for DWQ 401 For the record only for Corps Permit:
because written approval is not required? Certification:
❑ Yes ® No ❑ Yes ® No
1f. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation ® Yes ❑ No
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program.
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h I ❑ Yes ® No
below.
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? I ❑ Yes ® No
2. Project Information
2a. Name of project: Beaverdam Creek Interceptor
2b. County: Wake
2c. Nearest municipality / town:
2d. Subdivision name:
2e. NCDOT only, T.I.P. or state
project no:
3. Owner Information
3a. Name(s) on Recorded Deed:
3b. Deed Book and Page No.
3c. Responsible Party (for LLC if
applicable):
3d. Street address:
3e. City, state, zip:
3f. Telephone no.:
3g. Fax no.:
3h. Email address:
Zebulon, North Carolina
N/A
IMA
City of Raleigh
NA
One Exchange Plaza, Suite 620
Raleigh, NC 27601
(919) 996 -3490
(919) 996 -1866
edward.stempien @raleighnc.gov
111r Pi Y/ rn�1,
11�1! - - --
10 C 1 1 3 2015
CJ
401 & BUFFER F'ERfJJT'i JVII.w"f�J�
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:
1 303 Goldsboro St. E.
5d. City, state, zip:
I Wilson, North Carolina 27893
5e. Telephone no.:
1 252 - 237 -5365
5f. Fax no.:
1 252 - 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):
Latitude: 35.843554
(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
Longitude: - 78.291252
(- DD.DDDDDD)
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 / ® Yes El No El Unknown
project (including all prior phases) in the past?
Comments: Neuse Stream Buffer Determinations
4b. If the Corps made the jurisdictional determination, what type ❑ preliminary ❑ Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas? Agency /Consultant Company:
Name (if known): 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 I ❑ Yes ® No ❑ 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.
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 ❑ T
I See enclosed
I
I ❑ Yes
I ❑ Corps
chart
❑ No
❑ DWQ
W2 ❑ P❑ T
I
I
I❑ Yes
I❑ Corps
❑ No
❑ DWQ
W3 ❑ P❑ T
I
I
I❑ Yes
I❑ Corps
❑ No
❑ DWQ
W4 ❑ P ❑ T
I
I
I ❑ Yes
❑ Corps
❑ No
❑ DWQ
W5 ❑ P ❑ T
I
I
❑ Yes
I ❑ Corps
❑ No
❑ DWQ
W6 ❑ P ❑ T
I
I
❑ Yes
I ❑ Corps
❑ No
❑ DWQ
2g. Total wetland impacts I
N/A
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.
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 [-I PMT I
I I
I
❑ NT
[-I DWQ
S2 ❑ P ❑ T I
I
❑ PER
I ❑ Corps
❑ INT
❑ DWQ
S3 ❑ P ❑ T I
I
❑ PER
❑ Corps
❑ INT
❑ DWQ
S4 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S5 ❑ P ❑ T I
I
❑ PER
❑ Corps
❑ INT
❑ DWQ
S6 ❑ P
T I
I I❑
I❑
NT
DWQ
3h. Total stream and tributary impacts I
N/A
3i. Comments:
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
impact number - (if applicable)
Type of impact Waterbody type Area of impact (acres)
Permanent (P) or
Temporary (T)
01 ❑P ❑T
I NA
02 ❑P ❑T
O3 ❑P ❑T
04 ❑P ❑T
4f. Total open water impacts I N/A
4g. Comments:
5. Pond or Lake Construction
If pond or ake 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
I Flooded
P1 NA
P2
5f. Total I
I
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:
l
6. Buffer Impacts (for DWO)
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 I
See enclosed chart
I ❑ Yes
❑ No
62 ❑P ❑T I
I El Yes
❑ No
63 ❑P ❑T I
I
❑Nos
6h. Total buffer impacts 0.00 I 0.00
6i. Comments:
I
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?
2b. If yes, mitigation is required by (check all that apply):
2c. If yes, which mitigation option will be used for this
project?
® Yes ❑ No
❑ DWQ ® Corps
® Mitigation bank
❑ Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
13a. Name of Mitigation Bank: To be determined with City of Raleigh once amounts are determined
3b. Credits Purchased (attach receipt and letter) I Type I Quantity
3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached. I ❑ Yes
4b. Stream mitigation requested: I linear feet
4c. If using stream mitigation, stream temperature: I ❑ warm ❑ cool ❑cold
4d. Buffer mitigation requested (DWQ only): I square feet
4e. Riparian wetland mitigation requested: I acres
4f. Non - riparian wetland mitigation requested: I acres
4g. Coastal (tidal) wetland mitigation requested: I 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 ves, you will have to fill out this entire form — Dlease
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 I I 3 (2 for Catawba)
Zone 2 I 1.5
6f. Total buffer mitigation required: I 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).
Mitigation will be pursued with the City of Raleigh once amounts are determined
6h. Comments:
Page 7 of 10

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1 a. Does the project include or is it adjacent to protected riparian buffers identified ® Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
1b. If yes, then is a diffuse flow plan included? If no, explain why.
❑ Yes 0 N
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:
2e. Who will be responsible for the review of the Stormwater Management Plan?
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project?
3b. Which of the following locally - implemented stormwater management programs
apply (check all that apply):
3c. Has the approved Stormwater Management Plan with proof of approval been
attached?
4. DWQ Stormwater Program Review
4a. Which of the following state - implemented stormwater management programs apply
(check all that apply):
4b. Has the approved Stormwater Management Plan with proof of approval been
attached?
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements?
5b. Have all of the 401 Unit submittal requirements been met?
❑ Certified Local Government
❑ DWQ Stormwater Program
❑ DWQ 401 Unit
Town of Zebulon, N.C.
❑ Phase II
❑ NSW
❑ USMP
❑ Water Supply Watershed
❑ Other: Local Proqram
❑ Yes ® No
❑ Coastal counties
❑ HQW
❑ ORW
❑ Session Law 2006 -246
❑ Other:
❑ Yes ❑ No
❑ Yes ❑ No
❑ Yes ❑ No
Page 8of10
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)?
1 c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
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 2B .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 I ® 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 ❑ Yes ® No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted. El 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? I ❑ 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? I ® 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
A licant/A ent's Printed Name p a nt/Agent's Signature
pp g (Agent's signature is valid only if an authorization letter from the applicant
is provided.)
Page 10 of 10
Date

Version 1.4
January 9, 2009
401 & Buffer Permitting PCN Submittal Checklist
The application fee (Checks may be made out to "N.C. Division of Water Resources"
- $240.00 for 401 Water Quality Certification with minor impacts
- $570.00 for 401 Water Quality Certification with major impacts
- Express Review Fee (Amount requested on Acceptance Letter)
(� Four (4) complete and collated copies of the PCN Application and supporting
documentation (instead of providing 4 copies of the full size plans you may provide two
copies of full size plans along with two copies of 11 X 17 plans)
❑ Stormwater Management Plan (if applicable — see PCN Form Help File Section E)
1) Please provide three (3) copies of the stormwater management plans along with all
supporting information pertaining to this project including the following:
a. Entire site development/layout plans delineating all drainage areas;
b. Design calculation sheets for all proposed BMP(s) sized for both on -site and
off -site drainage;
c. BMP supplements for each proposed BMP and Required Items Check List
(http: / /i)ortal.ncdenr.ora /web /ir /bmp- manual) along with all required items;
d. A Notarized Operation & Maintenance Agreement for each stormwater
management facility;
e. Detailed construction drawing sheets shall include
(i) Erosion and sediment control plans;
(ii) Installation and planting schedules for the proposed BMPs;
(iii) Appropriately scaled plan views and cross sectional details of all
BMPs and associated components — inlet and outlet structures,
forebay, respective zones and pertinent elevations.
❑ If your project is located within a State implemented Riparian Buffer Rule Area, submit the
following along with site plans and PCN form:
1) Three (3) copies of the details for on -site diffuse flow provisions, (refer to
htti):Hr)ortal.ncdenr.ora /web /ir /bmo- manual).
DWR Stream Determination Forms for streams on property and DWR determination
letter for wetlands or streams (if applicable).
The following is the most critical of all the information that you must provide. The quality and
detail of the information will often determine the expeditiousness of the review. The following is
a checklist of the types of pertinent information required at a minimum:
Maps and Plans:
The most recent version of the 1:24,000 USGS Topographic Map - Please cleanly draw or
delineate the site boundaries on the topographic map.
The most recent version, of the bound and published County NRCS Soil Survey Map -
6 (required for projects within the Neuse River Basin, Tar - Pamlico River Basin, Randleman
Lake Watershed and the Catawba River Basin, also recommended for all projects) -
Please clearly delineate the site boundaries, etc. on the map. If the delineation obscures
any of the features, it is recommended that a clean copy be provided. Copies of the

Version 1.4
January 9, 2009
current soil survey and /or soil survey map sheets can be obtained from the local NRCS
County Office (http: / /www.nc.nres.usda.aov /). GIS soil layers are not acceptable.
Vicinity map - Please clearly mark the location and approximate boundaries of the property
and project on the map. Please indicate north arrow and scale. Please include applicable
road names or State Road numbers.
The Site Plan - The most critical map to be provided is the site plan. You must provide full
sized plans. The following is the minimum list of plans that are typically needed.
l� Pre - construction /Pre- existing conditions - This sheet (or sheets) must include:
• All jurisdictional and non jurisdictional wetland, stream, water features, State regulated
buffers (delineated into Zones 1 and 2)
• Topographic contours with elevations
• Any existing structures and impervious areas
• Existing utility lines and easements
• Existing roads, culverts, and other pertinent features
• North arrow and the scale (1 ":50' scale is recommended).
el� Proposed conditions - This sheet (or sheets) must include:
• All jurisdictional and non jurisdictional wetland, stream, water features, State regulated
buffers (delineated into Zones 1 and 2)
• Lot layout (if a subdivision or commercial development is proposed) - lots must be
developable without further impacts to iurisdictional and non - iurisdictional wetlands.
streams. water features. and State regulated buffers. Building envelopes must be
provided when streams, wetlands, riparian buffers, or water features exist on a lot
• All built -out structures and impervious cover
• Final grading contours with elevations
• All utilities and easements (including septic fields on all lots within 100 feet of stream,
wetland, or water features - if applicable)
• Impacted areas — these should correspond with the Impact numbers listed on your PCN
form.
❑ Drainage Plans - Final drainage plans must include the following:
• Locations and pertinent elevations and sizes of the stormwater collection system and
drainage ways
• All inlets and outlets must also be shown with pertinent elevations (All outlets to
wetlands must be at a non - erosive velocity, generally less than 2 ft/sec during the peak
flow from the 10 -vr storm)
• Scaled stormwater BMPs must also be indicated as required by DWR rules and policies
• In certain cases (see Section E of PCN form), final stormwater management plans must
also be provided (see Stormwater Management Plan Checklist)
Proposed Impacts - All impacts to jurisdictional and non - jurisdictional wetland, stream,
water features, and State regulated buffers must be shown and labeled on the site plans at
a scale no smaller than 1" = 50'. All excavation, fill, flooding, stabilization, and other impacts
that will be conducted in or near jurisdictional and non - jurisdictional wetland, stream, water
features, and State regulated buffers must be indicated. Please provide cross sectional
details showing the provisions for aquatic life passage (burial of culvert 20% for culverts s 48
inches, and 1 -foot for culverts > 48 inches).

Version 1.4
January 9, 2009
Wetland Impacts:
❑ Precise grading and final elevation contours must be provided. Existing
vegetation and any clearing must be specified.
❑ All subsurface utility lines must indicate the location of anti -seep collars.
Construction detail for anti -seep collars must be provided.
❑ Roadway or other crossings of riparian wetlands may require floodway culverts to
maintain existing hydrological conditions.
❑ Plans should show that the hydrology of remaining wetlands on the site will be
maintained.
Stream Impacts:
❑ Stream impacts must be clearly shown on the plans. The centerline as well as
the banks of the stream must be surveyed or located by GPS for the portion of
the stream to be impacted.
❑ The inlet and the outlet of all culverts should be aligned with the stream as
much as possible. Inlet and outlet elevations and streambed elevations should
be indicated. Any inlet or outlet protection must be shown and enumerated on
the impact map(s).
❑ For bottomless culverts or other spans, a vertical cross section should be
provided that shows the minimum distance from each span to each stream bank,
the stream cross section, the height of the span above the stream and the
minimum distance from the edge of each footer to each stream bank.
Additionally, please provide a signed and sealed geotechnical report of
subsurface soils at the proposed bottomless culvert location. The report must
comply with the Division of Hiahways — Guidelines for Drainage Studies and
Hvdraulic Design, prepared by A.L. Hankins, Jr., State Hydraulics Engineer -
1999.
❑ Multiple culverts or sectioned box culverts typically require the use of sills, off-
setting or other means to match the cross section of the existing stream (in order
to maintain stream stability and provide aquatic life passage). A vertical cross
section of the culverts should be shown overlain with the up and downstream
stream cross section including the stream flood -prone area.
❑ Impacts associated with dam construction must indicate and enumerate all fill
associated with the dam footprint, spillway and any bank stream bank
stabilization. The length of stream impounded must also be indicated and
enumerated.

Version 1.4
January 9, 2009
401 & Buffer Permitting PCN Submittal Checklist
The application fee (Checks may be made out to "N.C. Division of Water Resources"
- $240.00 for 401 Water Quality Certification with minor impacts
- $570.00 for 401 Water Quality Certification with major impacts
Express Review Fee (Amount requested on Acceptance Letter)
Four (4) complete and collated copies of the PCN Application and supporting
documentation (instead of providing 4 copies of the full size plans you may provide two
copies of full size plans along with two copies of 11 X 17 plans)
❑ Stormwater Management Plan (if applicable — see PCN Form Help File Section E)
1) Please provide three (3) copies of the stormwater management plans along with all
supporting information pertaining to this project including the following:
a. Entire site development/layout plans delineating all drainage areas;
b. Design calculation sheets for all proposed BMP(s) sized for both on -site and
off -site drainage;
c. BMP supplements for each proposed BMP and Required Items Check List
(htti): / /r)ortal.ncdenr.ora /web /Ir /bmr)- manual) along with all required items;
d. A Notarized Operation & Maintenance Agreement for each stormwater
management facility;
e. Detailed construction drawing sheets shall include
(i) Erosion and sediment control plans;
(ii) Installation and planting schedules for the proposed BMPs;
(iii) Appropriately scaled plan views and cross sectional details of all
BMPs and associated components — inlet and outlet structures,
forebay, respective zones and pertinent elevations.
❑ If your project is located within a State implemented Riparian Buffer Rule Area, submit the
following along with site plans and PCN form:
1) Three (3) copies of the details for on -site diffuse flow provisions, (refer to
htti): / /r)ortal.ncdenr.ora /web /ir /bmi)- manual).
DWR Stream Determination Forms for streams on property and DWR determination
letter for wetlands or streams (if applicable).
The following is the most critical of all the information that you must provide. The quality and
detail of the information will often determine the expeditiousness of the review. The following is
a checklist of the types of pertinent information required at a minimum:
Maps and Plans:
7211 The most recent version of the 1:24,000 USGS Topographic Map - Please cleanly draw or
delineate the site boundaries on the topographic map.
The most recent version of the bound and published County NRCS Soil Survey Map -
G (required for projects within the Neuse River Basin, Tar - Pamlico River Basin, Randleman
Lake Watershed and the Catawba River Basin, also recommended for all projects) -
Please clearly delineate the site boundaries, etc. on the map. If the delineation obscures
any of the features, it is recommended that a clean copy be provided. Copies of the

IMPACT
A
B
C
D
E
F
G
H
J
K
L
M
N
0
P
Q
TOTALS
PLAN PAGE
4
4
12
13
13
14
14
15
16
17
17
18
18
18
19
20
20
BEAVERDAM CREEK INTERCEPTOR
WETLAND AND BUFFER IMPACTS
ZEBULON, WAKE COUNTY, NC
TEMPORARY IMPACTS (SFR
IMPACTS TO BE MITIGATED (SF)
ZONE 1
ZONE 2
WETLANDS
ZONE 1
ZONE 2
WETLANDS
2,556
1,622
0
0
0
0
1,305
847
0
0
0
0
3,287
2,333
3,643
0
0
0
0
0
4,875
0
0
0
2,443
1,628
1,876
0
0
0
2,406
1,604
6,063
0
0
0
0
0
1,692
0
0
0
2,556
1,647
1,865
0
0
0
2,905
2,627
0
0
0
0
2,788
1,858
0
0
0
0
2,657
1,772
0
0
0
0
2,817
1,878
1,155
0
0
0
0
0
7,362
0
0
0
0
0
4,967
0
0
0
0
822
3,944
0
0
0
4,198
4,622
0
0
0
0
4,295
6,917
0
0
0
0
34,213
30,177
37,442
0
0
0

FIFWA
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
September 5, 2014
Green Engineering, PLLC
P.O. Box 609
Wilson, NC 27894
John E. Skvarla, II
Secretary
Subject: Buffer Determination Letter
NBRRO# 14 -283
Wake County
Determination Type: I
Buffer Call Isolated or EIP Call J
® Neuse (15A NCAC 2B .0233) 1
❑ Tar - Pamlico (15A NCAC 2B .0259) ❑ Ephemeral /Intermittent/Perennial Determination
❑
❑ Jordan (15A NCAC 2B .0267) Isolated Wetland Determination
,
Project Name: Beaverdam Creek Interceptor
Location/Directions: Property is located between Pearces Rd and US 64, Wake County NC.
Subject Stream: Beaverdam Creek
Determination Date: August 8, 2014
Feature /Flag Not Subject E/1/P*
Subject
To
Buffers
B
C
D
E
F
G
H
I i
J I X
To
Buffers
X
X
X
L_ X
X
X
X
X
X
P
P
P
P
P
P
P
P
P
E
Staff: James Graham
Start@ Stop@ Soil
USGS
Survey
Tom
X
x
X
I X
X
X
X
I X
X
I X
X
X
X
X
X
X
I X
I I X
Explanation: The feature(s) listed above has or have been located on the Soil Survey of Wake County, North
Carolina or the most recent copy of the USGS Topographic map at a 1:24,000 scale. Each feature that ft Wina
NTtura!!t�
North Carolina Division of Water Resources 1628 Mail Service Center Raleigh, NC 27699 -1628 Phone [phone]
Internet. www.ncwaterouality ora Location. 3800 Barrett Drive Raleigh, NC 27609 Fax [phone]
An Equal Opportunity /Affirmative Action Employer — 50% Recycled /10% Post Consumer Paper

Beaverdam Creek Interceptor
Wake County
September 5, 2014
Page 2 of 2
"Not Subject" has been determined not to be a stream or is not present on the property. Features that are checked
"Subject" have been located on the property and possess characteristics that qualify it to be a stream. There may be
other streams located on your property that do not show up on the maps referenced above but, still may be
considered jurisdictional according to the US Army Corps of Engineers and/or to the Division of Water Resources
(DWR).
This on -site determination shall expire five (5) years from the date of this letter. Landowners or affected parties that
dispute a determination made by the DWR or Delegated Local Authority may request a determination by the
Director. An appeal request must be made within sixty (60) days of date of this letter or from the date the affected
party (including downstream and /or adjacent owners) is notified of this letter. A request for a determination by the
Director shall be referred to the Director in writing c/o Karen Higgins, DWR WeBSCaPe Unit, 1650 Mail Service
Center, Raleigh, NC 27699.
This determination is final and binding unless, as detailed above, you ask for a hearing or appeal within sixty (60)
days.
The owner /future owners should notify the Division of Water Resources (including any other Local, State, and
Federal Agencies) of this decision concerning any future correspondences regarding the subject property (stated
above). This project may require a Section 404/401 Permit for the proposed activity. Any inquiries should be
directed to the Division of Water Resources (Central Office) at (919)- 807 -6300, and the US Army Corp of Engineers
(Raleigh Regulatory Field Office) at (919) -554 -4884.
If you have questions regarding this determination, please feel free to contact James Graham at (919) 791 -4256.
Respect ]ly,
/�
l//9 u
Danny Smi , Supervisor
Water Qual ty Section
Raleigh Regional Office
cc: RRO /SWP File Copy

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PROPOSED SANITARY MANHOLE •
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/ PROPOSED SEWER FORCEMAIN ��s� - j
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- IMPACT -ZONE1 Avc,.
- IMPACT -ZONE2 �wG. jt' . �u%�� ' `.�� .� i'� A )Wv pr
2�
PROPOSED SANITARY MANHOLE lv�BEAVERDAM CREMINTERCEPTOR '„° ' -• 2 ��Apd1 >
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PROPOSED SEWER FORCEMAIN 1 _
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PROPOSED GRAVITY SEWER #. .. 1,! ry -+' 1�1..�,r- .si:/t� /4p82 CA
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TEMPORARY EASEMENT • ,.r "', T Y9C2
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BEAVERDAM CREEK INTERCEPTOR
WI ETLAND AND BUFFER IMPACTS
PERMANENTEASEMENT _.,(II+ZEBULON, WAKE COUNTY, NC
TEMPORARY EASEMENT
PPp
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IMPACT- WETLANDS `� "4i 4_ •+1/ Cf� ■� F Y� /4
-IMPACT -ZONE1 / 'l_ . ;'y,�•C '�' �' fir, , • /�'+��. -
IMPACT -ZONE2
PROPOSED SANITARY MANHOLE '1ff ^,
PROPOSED SEWER FORCEMAIN � ? 1
BE AVE CRK INPTOR
PROPOSED GRAVITY SEWER R. EE TERC E
► ► • •
PERMANENT EASEMENT AND BUFFE IMPACTS
WETLONDSY EASEMENT � . � ,
r ZEBULON, WAKE COUNTY, ,NC
BUFFER
,t} and iis, NC 9 "11 Boa`i

10 25 50
Tw
` Feet ,
ZONE 1 = 1305 SF
ZONE 2 = 847 SF
WETLANDS = 0 SF
PAGE 4 OF CONS.PLANS
� A ,
ZONE 1 = 2556 SF
ZONE 2 = 1622 SF
WETLANDS = 0 SF
` PAGE 4 OF CONS. PLANS
Legend r _ +.
IMPACT - WETLANDS �E • } �, �, J .
IMPACT -ZONE1
IMPACT -ZONE2 " o. ��• i'
® PROPOSED SANITARY MANHOLE K11 ! 7 X41 r
PROPOSED SEWER FORCEMAIN mot° a. ?'" •° .� ' �•� � � rte• ` .� • '�
PROPOSED GRAVITY SEWER BEAVERDAM C , EEK INTERCE
PERMANENT EASEMENT ►� • 5r'.
TEMPORARY EASEMENT WETLOAND AND BUFFER IMPACTS g -,
STREAM
WETLANDS ZEBULON, WAKE COUNTY, NC :�
• BUFFER
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IMPACT-ZONE1 4f
PROPOSED SANITARY MANHOLE
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TEMPORARYEASEMENT
STREAM
WETLANDS
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0

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V WETLANDS = 4875 SF
PAGE 13 OF CONS.PLANS
A
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EBULON, WAKE COUNT`
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It
4off
0
25 50
Feet

„E„
ZONE 1 = 2443 SF
ZONE 2 = 1628 SF
WETLANDS = 1876 SF
PAGE 13 OF CONS.PLANS
Legend
IMPACT - WETLANDS
IMPACT -ZONE1
IMPACT -ZONE2
® PROPOSED SANITARY MANHOLE
PROPOSED SEWER FORCEMAIN
PROPOSED GRAVITY SEWER
PERMANENTEASEMENT
TEMPORARYEASEMENT
STREAM
WETLANDS
•�• BUFFER
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pot
ZONE 1 = 2406 SF"r `�,� f-�-• '.
ZONE 2 = 1604 SF
w� WETLANDS = 6063 SF`s • r
PAGE 14 OF CONS.PLANS
.r
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Legend
IMPACT - WETLANDS
IMPACT -ZONE1
IMPACT -ZONE2 , , �' t t o ►�
PROPOSED SANITARY MANHOLE `�� !
PROPOSED SEWER FORCEMAIN w E
PROPOSED GRAVITY SEWER
PERMANENTEASEMENT BEAVERDAM C EEK INTERCEPTOR s
TEMPOM tA
ARYEASEMENT EM .'N AND BUFFER IMPACTS 0 25 50
WETLANDS ZEBULON, WAKE 'COUNTY, NC Feet
BUGFER
Information and Analysis, NC 911 Boar/

- F �► fir � .•1 ' r_ ,.r� '.�+ 1 �� i
ZONE
WETLANDS = 1692 SF
IF
i fAA
'ly PAGE 14 OF CONS.PLANS A
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i �� - '.x.'� iL , . f ' 6- .i"L -9.� . % % ✓ . ° t.�'l•� ` � _ .. ._ ' � �' .. it. �Y' .Z `'�. � g � �
REEMINTERCEP MR{
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SAKE C.- NTiY. NC%
.f
r �
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S•}l`
y�
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•
ZONE 1 = 2556 SF
ZONE 2 =1647 SF
WETLANDS = 1865 SF
PAGE 15 OF CONS.PLANS
IJ
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74
L�Legend ,
al
WETLANDS.
IMPACT -
IMPACT -ZONE1
T
iry
IMPACT -ZONE2
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® PROPOSED SANITARY MANHOLE
M
PROPOSED SEWER FORCEMAIN
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_ IMPACT- WETLANDS
IMPACT -ZONE 1
IMPACT -ZONE2
® PROPOSED SANITARY MANHOLE
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PROPOSED GRAVITY SEWER
PERMANENTEASEMENT
TEMPORARYEASEMENT
STREAM
WETLANDS
L • BUFFER
�
'�
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• 00
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1
WETLAND AND BUEEER1IMPAS
ZEBU �ON, WAKE C.OUNTikY,
,4.. �..�
• I
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ZONE 1 = 2905 SF
ZONE 2 = 2627 SF
WETLANDS = 0 SF
PAGE 16 OF CONS.PLANS
F
lu
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, NC 911 Boa.)

r
.i
f'!'* ZONE 1 = 2788 SF
ZONE 2 =1858 SF
WETLANDS = 0 SF
• v �'• ' PAGE 17 OF CONS.PLANS
I Mr
f
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Legend , �` "1 • " ,
IMPACT- WETLANDS
N
i*
� w F
%0 25 50
Feet
NC OneMap, NC Center for Geographic Information and Analysis, NC 911 B
oE

t
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r
Legend
IMPACT- WETLANDS
IM PACT -ZONE 1
IMPACT -ZONE2
® PROPOSED SANITARY MANHOLE
PROPOSED SEWER FORCEMAIN
PROPOSED GRAVITY SEWER
PERMANENT EASEMENT
TEMPORARY EASEMENT
�STREAM
WETLANDS
•�• BUFFER
to
�1
67 SF h
'72 SF / 00. • ,••
CONS.PLANS •� �• •; '; s ` i•
i
• ,. �' V
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Feet
aor,'3nd Analxsis NC
,4�

R
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l
ZONE 1 = 2817 SF j►, q i
• . q ZONE 2 = 1878 SF
�V �':, WETLANDS = 1155 SF
PAGE 18 OF CONS.PLANS
�V }
Legend,
IMPACT- WETLANDS
IMPACT -ZONE1 .'
IMPACT -ZONE2
® PROPOSED SANITARY MANHOLE N •�
� err
PROPOSED SEWER FORCEMAIN ` 4 W E
PROPOSED GRAVITY SEWER
BEAVERDAM CREEK INTERCEPTOR s
PERMANENT EASEMENT � • ► �
TEMPORARY EASEMENT `
LBUFFER TREAM WETLAfiND AND BUFFER4IMPACTS ` 0 25 50
ETLANDS ZEBULON. WAKE COUNTY, NC „y_ ° '
Feet
center- -for Geographic Information and Analysis, NC 911 Boa

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ZONE 1 = 0 SF
ZONE 2 = 0 SF'= �•�.'"
WETLANDS = 7362 SF
PAGE 18 OF CONS.PLANS , f 4, Ac
egend
IMPACT - WETLANDS
IMPACT -ZONE 1
I M PACT -ZONE 2
® PROPOSED SANITARY MANHOLE
PROPOSED SEWER FORCEMAIN
PROPOSED GRAVITY SEWER
PERMANENTEASEMENT
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^ —� WETLANDS
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PAGE 19 OF CONS.PLANS
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PAGE 20 OF CONS.PLANS���
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-'`PAGE 20 OF CONS.PLANS�.
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CITY OF RALEIGH
CREEK BEAVERDAM INTERCEPTOR
WAKE COUNTY,
NORTH CAROLINA
OCTOBER 2413
OWNER:
CITY OF RALEIGH
222 W. HAR Ur- TT ST.
RALEIGH, NC 27601
CITY OF RALEIGH:
MAYOR
NANCY McFARLANE
CITY COUNCIL
RUSS STEPHENSON
MARY ANN BALDWIN
WAYNE MAIORANO
JOHN ODOM
EUGENE WEEKS
THOMAS CROWDER
BONNER GAYLORD
CITY MANAGER
RUFFIN HALL
PUBLIC UTILITIES DIRECTOR
JOHN R. CARMAN, P.E.
9 _ csfQa?aSQ +_ fk.K
.- Engineering
NC FIRM LICENSE: P -0115
WATER, WASTEWATER, SURVEYING
PLANNING, PROJECT MANAGEMENT
303 GOLDSBORO ST. E. P.0 BOX 609, WILSON, NC 27893
TEL [phone] FAX [phone] office®greeneng com
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CITY OF RALEIGH
BEAVERDAM CREEK INTERCEPTOR
TOWN OF ZEBULON
WAKE COUNTY, NORTH CAROLINA
GENERAL
,iHT SHEETTITLE
1 COVER SHEET
2 GENERAL NOTES AND ABBRVIATIONS
E FORCE MAIN OVERALL, SHEET DODEXAND LEGEND
GRAVfTY_SEWER
BHT SHEET TIRE STATIONING
4 PUN 6 PROFILE #.A TO 15150
6 PUN S PROFILE 13+60 7027+00
8 PLAN ►PROFILE 27+00 7040+00
7 PLAN &PROFILE 40WD 7053+00
FORCE MAIN SEWER
eHT SHEETTTTLE STATIONING
B PLANIPROFILE 53+007066+00
B PLANE PROFILE eB-OO TO T9+00
10 PLAN 3 PROFILE 19+00 TO 67+50
GRAVITY SEWER
BHT SHEET TITLE STATIONING
11 PLAN {PROFILE 9+5070234W
12 PUN S PROFILE 23+00 TO 37+00
13 PUN l PROFILE 37+00 TO 50+50
14 PUN E PROFILE 50+50 TO 64+00
16 PUN E PROFILE
"+I' TO T/ +50
1e PLANE PROFILE 77+50 TO 01+00
17 PUN 8 PROFILE 91+00 TO 104+60
18 PLAN E PROFILE 0104+50TOIIO -M
19 PUN d PROFILE 118+0070124+50.-0+50 TO I +50
20 PUN d PROFILE -0+50 TO 134W
21 PUN S PROFILE 13+507020.50
23 PLAN 8 PROFILE -0+50 TO 2+00
DEMOLITION
BHT SHEETTITLE
22 4-60 TO 5-50
23 -0+60 TO 6 +50
24 CUPD PUMP STATION NO 156
25 CUPD PUMP STATION NO 163
SITE PLAN
SHT SHEETTTRE
25 PARXSVILLAGEROAD
LIFT STATTION
MECHANICAL
BHT SHEET TITLE
27 PUMP STATION AND ODOR CONTROL BLDG PLAN VIEW
26 PUMP STATION SECTION VIEW
29 PUP STATION AND ODOR CONTROL BLDG SECTION VIEW
W PUMP STATION DETAILS
31 PUMP STATION PUNS DETAILS
ARCHITECTURAL
BHT RHEETTlfLE
82 ODER CONTROL BLDG COVER
33 ODOR CONTROL BLDG PLAN VIEW
34 ODOR CONTROL BLDG SECTIONS
ELECTRICAL
BHT SHEETTTILE
35
39 PUMP STATION SECTION VIEW
37
DET TATION AND ODOR CONTROL BLDG ELECTRICAL
DE SHEET TITLE
"a % W%NfM BLDG a ELECTRICAL DETAILS
39 DETAILS
40 DETAILS
41 DETAILS
42 DETAILS
GRAND TOTAL 42 SHEETS
FORCE MAIN OVERALL
SHEET INDEX
LEGEND
LEGEND
LINETYPES
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CRSRL IEWS
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ML MIXED LIDJOR
PE PRIMAR° EFFLUENT
PS PRIMARY SLUDGE
RAS RETURN ACTIVATED SLUDGE
RS RAW SEWAGE
SCE SECONDARY CLARIFIER EFF.
WAS WASTE ACTIVATED SLUDGE
UTILITIES DIRECTORY
CITY MANAGER
RUFFIN L -ALL (919) 996 -3070
CITY ENGINEER
PAUL KALLAM (919) 996 -2406
DIRECTOR OF PUBLIC UTILITIES
JOHN R CARMAN P E. (919) 996 -3472
DEPUTY INSPECTIONS DIRECTOR:
CURT WILLIS (919) 996 -2701
PUBLIC UTILITIES (ADMINISTRATON)
EDWARD STEMPIEN (919) 996 -3490
SECTION AND DETAIL KEYING
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° 02259 NORTH CAROIJNA RRAA LICENSE` P-0115 BEAVERDAM CREEK INTERCEPTOR PUN 5 PROFILE (HORIZONTAL) ASCII FILE.
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265 265 SEWER NOTES
1 All DESIGN R CONSTRUCTION SHALL CONFORM TO THE
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DATED AUGUST 2. 2005.
2 �aR P�� PIPE SMALL BE DUCTILE IRON
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----- u "" U-F[ - MIN J1 -- - - -- — - - - -- - - --
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i 240 1 240
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._ - _._—_ -- _
BORE {uEL ENCASE i FLOOD NOTES
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1 ix ANNUAL CHANCE FLOOD. PER NFlP FIRM PANEL
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$ 235 I I I I 1 - ! SEE FIRM PJ
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Luo REMOVE BUFFER BORES 10/8/15 RVM GIA�11C SCAU CLIENT CODE: RALEI
`^RO�r GREEN ENGINEERING CITY OF RALEIGH JOB NUMBER: 12 -071
_ X15 PLAN AND PRORLE >s FIELD BOOK. 881
s _.•',���� /��'''�� (WATER, WASTEWATER, 3URVEYING4 PLANNING, PROJECT MANAGEMENT
2259 ' = NORTH CAROUNA FHM LXA9I8E- P-°"5 BEAVERDAM CREEK IiV1ERCEPTOR LADFILE: 1209 -0 t 15
PLAN ASCII FILE'
GRAVITY SEWER LAST MODIFIED. 9- Oct -15
i
•.,f IN ;3 303 GOLD89OP0 GTAEEi EAST, P.O. BOX 809 WI BOO N.C. 27890 0 5 10 MODIFIED BY RVM
'•.,F�E�•••'' L��` TEL [phone] FAX [phone] CF9CE0CFEENEN0.COM
TOWN OF ZEBULON WAKE COUNTY, NORTH CAROLINA PROFILE (VERTICAL) eHffr Na 12 of 42
47 -034
LEGEND
700
EXISTING MAJOR CONTOUR
- art
EXSTING M
I INOR CONTOUR
4
- -
EXSTING PROPERTY LINE
EXISTING RIGHT -OF -WAY
S
- - —
PROPOSED RIGHT -OF -WAY
-
EXISTING CENTERUNE
- - - - -
EXISTING EASEMENT
•
- - - - -
PROPOSED EASEMENT
`
EXTRATERRITORIAL JURISDICTION
-
EXISTING BUFFER
-
-
1% ANNUAL CHANCE FLOOD
+Y
_
-
EXISTING EDGE OF PAVEMENT
- - -
LIMITS OF DISTURBANCE
TEMPORARY BENCH MARK
EXISTING WATER LINE
EXSTING WATER METER
PROP AIR RELEASE VALVE
7017
EXISTING BORE LOCATION
C--8200 (WELL) —
EXISTING WELL SITE RADIUS
I ELEV 999.9'
- -�- -
1% ANNUAL CHANCE FLOODPLAIN
- - - - -
EXISTING SEWER LINE
PROPOSED SEWER UNE
e
PROPOSED SEWER FORCE MAIN
•
PROPOSED SEWER MANHOLE
J
PROPOSED SEWER LINE PLUG END
PROP TEMP 20'
EXISTING SEWER LINE
CONSTRUCTION EASEMENT
0
EXISTING SEWER MANHOLE
C
EXISTING SEWER LINE PLUG END
—
EXISTING STORM DRAIN LINE
_
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0
EXISTING STORM DRAIN LINE
EXISTING STORM DRAIN MANHOLE
EXISTING PAVEMENT
EXISTING CONCRETE
EXISTING GRAVEL
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BUFFER
EXISTING GAS LINE
EXSTING OVERHEAD ELECTRIC
' - -
PROPOSED BORE h JACK
9�
EXISTING VALVE
EXSTING GAS VALVE
EXISTING RAILROAD TRACKS
x
EXISTING FENCE LINE
'280 --r1�-
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EXISTING ROAD GUARDRAIL
x Y EXISTING WETLANDS LINE
-
I SILT FENCE WITH OUTLET
275 O ROCK CHECK DAM
I _ I N I _-__ - o m ❑I _ _ _ i I .__ __ _ ! i a� DISSIPATER PAD
FLARED END SECTION
^ m 2 DITCH LINER
o -0 _ RUNOFF FLOW DIRECTION
4
la
265 265 SEWER NOTES
1 All DESIGN R CONSTRUCTION SHALL CONFORM TO THE
-__ __ CITY PUBIC u TO7 ES NM DBDOK (RPUH)
DATED AUGUST 2. 2005.
2 �aR P�� PIPE SMALL BE DUCTILE IRON
a PER P/1 A( 57 NOTE 260 e
I3, THREE WE FT OF MINIMUM COVER SHALL BE 6. NOTED
~ FOR SEWER FORCE MAINS PER RPUH PACE ER NOTE 2
GgANTY SEWER MUST HAVE A MINIMUM COVER OF FIVE
r y ry K — (5) FT IN TRAFFIC AREAS AND HR ( FT IN
o _T - TRAFFC AREAS P AS RPUH A EE '{ . NOTE
4
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----- u "" U-F[ - MIN J1 -- - - -- — - - - -- - - --
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9.4510 I I I ' I , / / / /, CONFINED R THE PUBLIC ROAD RIGHT-OF-WAYS. AND
I = I _yam 6 @ /1 V % / _ _ c01lTRAC7aRARTO BE Es°aN51BLE FOR REMOVAL
III
J 21t1i't�P13S1;EET0 i0;L1{,�D LF 1e'PFIb,ECi0401 LINED UI ®O1S% 4' / / /f --- _ 2 REPLACEMENT OF THESE FACILITIES IF DAMAGED
�� ta•�TER0401 LINED 7714 rC1I!'iP 1C' EC1T0401 LrNFD��01S% ,_ / - - I ! _- SEE DAM CREEK SEWER UNE
211' ^t E'PIlOfC-ET04'0't LINE C� O1 '1
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� 7 - -� -. _ _ - -- _. —.- —. _ ._ -- �_.. _ -- _ ___. BEEP :OIiM OAIEDTMAY BOSS 05
-
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(MIN D 625• WALL THICKNESS)
._ - _._—_ -- _
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1 ix ANNUAL CHANCE FLOOD. PER NFlP FIRM PANEL
I
$ 235 I I I I 1 - ! SEE FIRM PJ
235 2 SEE FIRM PANEL FOR FLOOD ELEVATION ROODPWN
_ ELEVATION RANGES FROM 246.5 TO 3007 M THIS RANGE.
�I ry $ ry ,Irv, $ �� $ ry ry ry ry ry ry ry ry R r�i ry ry N 3 FIRM PANEL BASED ON NAVDB&
w
23 +00 23 +50 24 +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 31 +50 32 +00 32 +50 33 +00 33 +50 34 +00 34 +50 35 +00 35 +50 36+00 36 +50 37+00
„ rl E. p IEIBCIN '-TE B! DA7B -ga 9, 20D
Luo REMOVE BUFFER BORES 10/8/15 RVM GIA�11C SCAU CLIENT CODE: RALEI
`^RO�r GREEN ENGINEERING CITY OF RALEIGH JOB NUMBER: 12 -071
_ X15 PLAN AND PRORLE >s FIELD BOOK. 881
s _.•',���� /��'''�� (WATER, WASTEWATER, 3URVEYING4 PLANNING, PROJECT MANAGEMENT
2259 ' = NORTH CAROUNA FHM LXA9I8E- P-°"5 BEAVERDAM CREEK IiV1ERCEPTOR LADFILE: 1209 -0 t 15
PLAN ASCII FILE'
GRAVITY SEWER LAST MODIFIED. 9- Oct -15
i
•.,f IN ;3 303 GOLD89OP0 GTAEEi EAST, P.O. BOX 809 WI BOO N.C. 27890 0 5 10 MODIFIED BY RVM
'•.,F�E�•••'' L��` TEL [phone] FAX [phone] CF9CE0CFEENEN0.COM
TOWN OF ZEBULON WAKE COUNTY, NORTH CAROLINA PROFILE (VERTICAL) eHffr Na 12 of 42
47 -034

LEGEND
/ a 'DO-- EXISTING MAJOR CONTOUR
I 'C+ - - EXISTING MINOR CONTOUR
I I f '{,, _ _ EXISTING PROPERTY LINE
�• EXISTING RIGHT -OF -WAY
- - — PROPOSED RIGHT -OF -WAY
E %I STING CENTERLINE
I - - - - - E %!STING EASEMENT
\ 1 PROPOSED EASEMENT
EXTRATERRITORIAL JURISDICTION
' o __-- _� - -_- E %!STING BUFFER
_ ; t - - - - 11G ANNUAL CHANCE FLOOD
s a 7 I _ - EXISTING EDGE OF PAVEMENT
Y C C �7WOImlMATE LIMITS OF DISTURBANCE
_ - rw _ \ \ \ 7e2as5.43' TEMPORARY BENCH MARK
'- !'mod C GRID ODORDINA \ \ 22070!7'50 1 EXISTING WATER LINE
W _70237J.YB' �t \ \�� \\ ` NOW OR FORMERLY 83 RE c
1 _�� NAD w RES: 20171 I E %!STING WATER METER
2 -c �' _ ` DAY FAMILY LIMITED PROP AIR RELEASE VALVE
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F _� I \ - SW 1121 _ PIN 2705 -51 -570.5 PROP TEMP 20' ���7 �f�_a�.� -_i_= � Nn ( ) E %!STING WELL SITE RADIUS
at - 1 Op 1018 ` STA- 39 +2T.0 d' PROP. 7EYP 20' r —R200 FELL —
N \s �\` CONSTRULTON EASEMENT,- �'SSMH 3110 1
__ __ te•FRp� T 401LI -•Jy +Dp ` .\ �\�� ^�`f� _ _ __ �/_ _�`ST `1�4h51 B8� _ / I ` •\ CONSTRUCTION EASEMENT
_ _ i e ,. NED 01 00,5% y ``. .� `_ ,_ -� _ �� �.. ' - t J `, 1� I ELEV 999.9'
_ _ - \ a ����.,, _/- - -- - -Vtoo �__ '� '1 \I -�°A"� yam_ - -g- - 1% ANNUAL CHANCE FLOODPLAIN
rMM'CE'v''A'U,V'. r � ,_. `\ 0p_ _ �_� � � �-��!`- cp_ __ -' _ - - -_ __.�- � 46 ±00 � �.
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\ �- _
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-" \� -Y. 1- �" - \ ` rE07o _ - 3"F° - - I O o re %� oo \ "C e
-�I �� �. -. '0r te,� �_ -- �- ta2'�- �DA� - . -� "t - v \ \\ ,\ \ , PROPOSED SEWER FORCE MAIN
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- �0/ANCF` 1 _ ` \D \ \�_ �_ \ tycJ't6 I .WE'LAND-- 1 _ \1016 1e \ xex�-\ \_ -�• 7 PROPOSED SEWER LINE PLUG END
- - -•fit ! tom/ ,.. a \' , \ ,\ _ �\ .t - r ire• \ \ \ EXISTING SEWER LINE
-- !� - i • 1 -,$ \ _�\ O E %!STING SEWER MANHOLE
1 PROP 40' pTY OF RALEIGH -. hb
., - _ ..i ` . ` - ( _ = _ _ _ SANITAnY 5� uSEUEN7.\ "' br�2'oy_ ` 7D,� ,\ \ 4Y EXISTING STORM DRAIN LINEEND
SSMH 0120 - _`� I \ 1 �0je% -xa_ _ EXISTING STORM DRAIN LINE
Y - _ - - _ 9TA42+00.56 _ ,'` r� O EXISTING STORM DRAIN MANHOLE
_• • �'~ _ �� �� ^ / ! 1� 1 riu77. __ -'.``` �_\ =N' EXISTING PAVEMENT
. �\ 4 .. _ \ r ` II''/: CHAN R .v Ww`e �`\'•\ wU ELI ���_3 EXISTING CONCRETE
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1 a IjI '� - -) ,r - _ ..... PROPOSED BORE k JACK
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ra- EXISTING GAS VALVE
I I I I I I I I I I I EXISTING RAILROAD TRACKS
X EXISTING FENCE LINE
•- '�"�1- EXISTING TREE LINE
EXISTING WETLANDS LINE
BEAVERDAM CREEK OUTFALL EXISTING ROAD GUARDRAIL
- SILT FENCE WITH OUTLET
270 I j I I _. - -�- I 270 O ROCK CHECK DAM
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-- -'� -�— / CH TIN \ \ II) ,� ' W,NCE FL _ _ 1 SEWER NOTES
_ . _.:___.. �_ _� ^� `� _ -�iq ¢ _ _ _ 10078 FF _ _ . _ _ _ _ __�L__ 1 CIT DESIGN EI CONSTRI CRON SHALL NDB OK 10 THE
` - - - - - -� -' - - - -J /- CHtH RLI-00 -- - - - - - -- -- - -- - - -- r - -' -- - - - - - -_ �_— .00YR
.�___ -i -- J - - �' _ _ '___ ._ - ._ - - -_ _ ___ ___.__1_. i- 1tlINU _ DAT OF RALDGH PUBLIC UTILITIES MANDBOp( (RPUH)
f I _ _ _ �) I DATED AUGUST 2. 2005
Ya _ K J 1 _.?-BE - 1 255 2. ALL SEWER FORCE MAIN PIPE SHALL BE DUCTILE IRON
25 =� _ \ I Ir -Cc LOOO I .3 I i1 i I =1 1 PER RPUH PACE 57, NOTE f.
\ �I ' — _— E�(�I1N0 I / F I t0 M F �D) -- --�I— __ ___ _ -�___� I J' YIN I I I J FORCE (J) FT OF MINIMUM ER R SHALL BE PROVIDED
o ' I -- I --## -- F FORCE MAINS PER ER PAGE P NOTE 2
n ' :. _ -_ _ _ CRAFTY STRAF MUSE HAVE A YIRNUN ) FT I OF FlK
" I _
.� 250 - -- - - - - -- - - - t- - --- -- �-� —wl 0- - -I - - --- I- - - - - - -- -1---- - --- -- - - ---- -- - - -� - -- - - - - - - - - -- ---- 1-- - -' -- - - ---- - - - -- -- i --- -- -- -- = 1- - - - - - - --- - - - 1 1 50 NON -iRAFFICARARE S PEER RPUDH P CE 54, NOTE 4.
A4 i rt
'1 C'J� 8000) �+ i
2
_ -. -_- -_ fi -_. _ _ I - jIi b �]Tr - - , i 7-% / / /, -eu v tr PROTPL1D7o'7k+EO'D `o t3s� A
— - - - ._ �_ _ - `, '�' --- - I 1Lt'(F1 IROTE6'.O401LIL -6 p°1Sx��n /-/ � PIToTECro iOt 'mC2S011 :i y1} , 1
IIUI
/ I I - %o'tE E PR17re6TO k ui+EO61 j ot4% -
iwLfte6RdiEcio4elAEO6iAOtn / / / . _ _ -- _ _ f _ _
6 24`' I ANTI SEEP LIAR -_ 45
1 �- -- - - -- -- _ GENERAL NOTES
(� N TI9EEP :OLLAR./ ' o o I - - -�- - -- fr _ -____
G1T.•PJ -_. ... ______.__..- _ANNKEEP i 1_._ 1.N .,.y. _— __.�___ _ _ -I .______ -_ - ______ -___ nH_ .. ____1._. _. .__ _ _____ _. _ _ _ _ _ __ �_ ______ _.- --
- -I- I` _______ - 1 THE OMITS OF OISNRBANCE W1LL M0.UDE THE MEIS
w (TIN'. ' Y c ,y _ __ _ __.___T_ -_ __ -___ -_ _ _.— �I -_ _. _ Y CONFINED BY THE PUBLIC ROAD RIGHT -OF -WAYS, AND
15 _ _ Y. O !- __. F _ _ _ _ _. .. +.___ a N _ _ 11 yl Fl __._1 _ 'J' _ 1�. __. -. 1 THE TEMPORARY AND PERMANENT EASEMENTS
o S N f I
j� T
b 340 ' •" .._ _ _ _ __ _ _ F _ ___F ___ 3 U -'� r/j p 240 2 CONTRACTOR TO BE ESE FA 4BlE FOR REMOVAL 3
_— - . _ — M�tTE -p-
P: i I f - REPLACEMENT OF iNES£ fApLIRES IF DAMAffD.
S " IJi a _ __ _ � __ FOR�BORING OESED SERVER OAS CREIX SEWER DNS,
_ -._ _ ___ . _ .__ _. _ __ _ w PRO M
0 _ __ . _ . _ _ _- = " a -_ __- _ _ _ _ _ I _ .__ _ _ -_T_ __ _ __ �._ � W - —I— DATED MAY 0. 2000
1 1
23FI I I - - ,q b ' ° 12
n
' - —{ -- '- - - --- _ . « _ m I I :v -`tea° �i � --
I !._ _ , w i __._. __ _ 3 i -__ �_ ; a �_- -_ _. I I - j FLOOD NO�TµE�s RooD PER NFlP FIRM PANEL
_ ___ _ _. _.. I h O x f O ?� TI _�_. ______ » - -_ __ I _.. ._ N O yt _ _ _ _ _. -
f - I x 0 X 1% ANNUM
.. - - - -- I -- - Vim- i� - _ ---- I "" ---'" -- I - r -- H_ { _� 2703U.z7G0A
2301 I I 230
2 SEE FIRM PANEL FOR FLOOD ELEVATION ROTHIS RN
'� n n n « n ry n ry n ry n FIRM P N RANGES FROM 2405 TO 3007IN MIS RANGE
n r r n ry « '� ° ° m n J. FlRY PANEL BASUI ON NAVD80.
g n ry ry
37 +00 37 +50 38 +00 38 +50 39 +00 39 +50 40 +00 40 +50 41 +00 41 +50 42 +00 42 +50 43 +00 43 +50 44 +00 44 +50 45 +00 45 +50 46 +00 46 +50 47 +00 47 +50 48 +00 48 +50 49 +00 49 +50 50 +00 50 +50
! ` "+ �t C•�V41- �� �� OATS �LAFNC gCALE CLIENT CODE. RALEI
1N C,Mip��'•,,� (o REMOVE BUFFER BORES 10/8/15 RVM JOB NUMBER. 12 -071
;:.- '';•..•� /9 /.s' GREEN ENGINEERING CITY OF RALEIGH
_f55 FIELD BOOK 881
4�:: WATER WASTEWATER SURVEYING, PL1wNM4 PROJECT MANAGEMENT PLAN AND PROFILE 4 _ 9
SEAL _ Pl11Ni PROFILE (HORIZONTAL) ASCII! FILE. 12071 -PP.dw
022594 q -E NORTH CAROUNA, RRM LICENSE: P-0115 I LAST MODIFIED. 9- Oct -15
•• It, � CXX.DS oRO s�>F(EFF EAST. Po. eoX e� 11�oN, N -�. 27� BEAVERDAM CREEK INTERCEPTOR GRAVITY SEWER I I Q _5 MODIFIED BY• RVM
< %f,�EO GRF• �,,,` TEL [phone] FAX [phone]W OFFICE 0 CFEENEN0_COM PROFILE (vERTICAL) BF�T ND OF
TOWN OF ZEBULON WAKE COUNTY, NORTH CAROUNA I I 13 42
47 -034

TRL
NOW OR FORMERLY
/ 1}
8 1543- "C65
DO 5 7 '� 1
PIN: 2706-42-7500 a \
C fxi1D MODONWNA \' €f� I � •� �// I �I
\ �7e3S5651
22o69ex a'
\ NAD
� e
Sq.-
PROP. TEMP _20'
S� NOW OR FORMERLY CONSTRUCTION EASEMENT SSMH 0116
JY GAY FAMILY LIMITED mow, - - - - 5+060/- -1 ' 57 +00
PARTNERSHIP II ` 0 OSA ! • , /'\
A� t
MD 10553-2346
_ -____ _ ^" '•+6�0 y CT0401 UNFD OIG 014
PIN 2706- 61 -378'v �y yY'lT 16'PROTE - -- MMT11 -
.S7?4' �___._�__ - -�1 % - ,STAB +4566 _
'Qe'p,': �y,�i(fl'R —'� __ / /� //• .. 1. -)'•/
�OfObt(� _4 x •142" ✓ 55 0 �IE,6 / PROP. 40' CITY OF RALEIGH - ^ •.,*'
90
00 SANITARY SEVER EASEMENT
SSA/H 0117 -
- STAa 1 s.T' - Y FLO OUWAY -I.i I" (... y i •�
- +e � 10,15 j " - � • I �.{
CONNECTION TO Ir•' �' j II '�
•'� .-Vj . I"1 FUTURE PUMP I y . - - .� '• • I .y SIa • _ I 'V I _ I J I .� V .
111 i T' STATION
MoD LEGEND
_ EXISTING MAJOR CONTOUR
-- - - - - +CI - - -- -- EXISTING MINOR CONTOUR
2p'1 1 Sy'f \ _ — - - EXISTING PROPERTY LINE
EASEMENT - DITCH V\ -�\ %•�' ry` -- - - EXISTING RIGHT -OF -WAY
PROPOSED RIGHT -OF -WAY
• - j >\ �� _aA„ -- Yt - EXISTING CENTERLINE
EXISTING EASEMENT
PROPOSED EASEMENT
EXTRATERRITORIAL JURISDICTION
STA=60.18�Lp6� 63!ao ^� EXISTING BUFFER
1% ANNUAL CHANCE FLOOD
I-~ \\� / I 1 +00 ,621�I St0LF /6'PROTECTO401 LINED 01 ®a2ox - EXISTING EDGE OF PAVEMENT
�•• - \\ ` LIMITS OF DISTURBANCE
TEMPORARY BENCH MARK
` EXISTING WATER LINE
• IBM 721 �k EXISTING WATER METER
• C GOD COORDINA
7417B1.7Y
r �\ J/ ." �—tOt7 EXISTING BORE ELOCATION
PROP 40' CITY OF RALEIGH 2205394.47
SANITARY SEWER EA.kYENT V _ - 264,24,
•` \1 .1 I • MAD eJ REF. 2011)
[—R2oo (WELL)— EXISTING WELL SITE RADIUS
• �rl I ELEV: 999.9'
I - ---Y�- - 1% ANNUAL CHANCE FLOODPLAIN
- - - - - EXISTING SEWER LINE
l_•- PROPOSED SEWER LINE
' PROPOSED SEWER FORCE MAIN
•`{� - - - y 0� PROPOSED SEWER MANHOLE
�y T PROPOSED SEWER LINE PLUG END
EXISTING SEWER LINE
' I�� a' 1 - v ,�•'; O EXISTING SEWER MANHOLE
'
tttlll / ,I� EXISTING SEWER LINE PLUG END
\ - - _ _ • �. / 1 • '• EXISTING STORM DRAIN LINE
• - ° , �r /, - '� e�
EX STING STORM DRAIN LINE
O EXISTING STORM GRAIN MANHOLE
f
jdjl �• j / Tj T -T • I(, ( Y Laa �3E EXISTING PAVEMENT
^,_] EXISTING CONCRETE
'DRCMDNmc; CALCULATIONS _ _ _ _ •_ _ _ - -
- NAME- Dk C _ 1 . _ L _ 10 SLOPE "VELOGTV DEPTH - SHFOI- - -�' "L M-- . RAVEL
_ _ EXISTING C
' DITCH 12 2 0 i 736_ e0_ 5__90 27'% 450 074 D Se - E._cNSior Curler Low velocity Blanket I ZONE AE
. V -� WETLAND
• - / ' ' L L 11 L -� / 7 I BUFFER
EXISTING GAS LINE
EXISTING OVERHEAD ELECTRIC
PROPOSED BORE k JACK
n- EXISTING VALVE
EXISTING GAS VALVE
I I I } I I I I I EXSTING RAILROAD TRACKS
._ x EXISTING FENCE LINE
270 270 EXISTING TREE LINE EXISTING WETLANDS LINE
.. _ - _ EXISTING ROAD GUARDRAIL
-- - -I - 4 ' I. - - --
t - _ �.- i_ _ _ ._ _ - - -77--
- _ _ T. _ _ 1_ -- t - _ _ ._ - _ aU� - _ I _ _ _ _ _ j— CH CE FLOCO i - _ I i- SILT FENCE WITH OUTLET
i I - FLOOD - YR E1066)
265 /_ — — - - 'c, of rL! 1 -- _ _ _ .._ -. -1( - -� 265 ROCK CHECK DAM
1 -{ _�
O
---- - - - - - -I- -- - - - - -- I
-
40 DISSIPATER PAD
_j- Ei ND ( CG 0-- FLARED END SEC
710N
260 c R50 260 �
DITCH LINER
_
11 ANNUAL Jf
RUNOFF FLOW DIRECTION
-
255 255
_F_ I' MIN._- - I ' SEWER NOTES
1 - -- 1--- - --- - - coTEa -
n __ _. __ _ I __ - - -t -.- -�- - __ _ __- -_ 1. Al DESGN Q CONSTRUCTION SHALL CONFORM TO THE
R
T.. ( - _ / 7 11 CITY OF RALEIGH PUBLIC UTILITIES HANDBOOK (RPUH)
_ 7>., tc rP,?ffa°Ed'w• Ln+ES rn O oiox % / . '
- 242*L�f1FPfm41!crd'�dtiwElSG Qo _-- DATED AucpsT 2. Zoos
C 3aB(T1�PRZD'EETOi01LfNEOq ®0�%� / /1 1 I "
b .250 J ��a� „ y 250 2 AL SEWER FORCE MAIN PIPE SHALL BE DUCTILE IRON
/ XJ' L�IEPRT;E�T�L %p�L111E001 ®o1s1L 50J EF1 'PRprtEGiO wt_L1HE0 Dr_ O x _ _ _ i U 1 I I I L- - �- _-
u I PER ARUN PACE 57, NOTE 'F.
n , f — I I - - 1 I1Nf16EEP C0.IM I Ak 15EFS COLLM 3 TIQEE (3) FT OF MINIMUM COVER SHALL BE PRONGED
._
GRAVITY SEWEN FORCE MAINS PER RPUH PAGE 46, NOTE 2
I(- - .- __ -.. ANTT SEWER MUST HAVE A MINIMUM COVER OF FIVE
AI N
c - --
- - - eEEV :DLLAR ISFF➢:OLLUt� p I �) F7 IN TRAFFIC AREAS AND THREE (3) FT NOTE
245 —T - -- - I I - -_.. -. __. ' w- - I245
NON-TRAFFIC AREAS PER RPUH PAGE 3 N01E 4.
I
8 _
8 I Ir
- - -t — - -I _-- _ - _ —� -- _ _ _ _ T _ _ u ' _
I �
240 - � - - --- ---- -- - -*� -- _. -I - - -- 'F-- - - �_ -�- -� --- --�- �� .., I E- y � - - =- -- ---- -- - -- -I - - -240
e
CONFINED THE
PUBLIC
ROAD RIGHT-OF-WAYS, AND MI D DISTURBANCE WILL INCLUDE THE AREAS
GENERAL
-
THE TEMPORARY AND PERMANENT EASEMENT,
t 235 �m'' m - j Q' - 235 2. CONTRACTOR TO BE RESPONSIBLE FOR REMOVAL r
_. REPLACEMENT OF THESE FACILITIES IF DAMAGED.
3.
FOR BORING DEPTHS, SEE SUBSURFACE EXPLORARON
�Jj I - .�_ -_ -._ - 1 m iv A XJ_ - - -_ f 6- — _ REPORT PROPOSED BEAVER DAM CREEK SEWER LINE . i
N -- ..�_ -___ — - - ----I— - -T omo MAY a, 2008
__ _ _ .) _ _ ._ _ _ ._ _ - _ _ _ .. _ _ - _ - _ _ _ _ J _ _._ _ _ _ _ __ _ _-. __ _.._ _ _ _ _ _ ____I -__ - -
230 230
T
— FLOOD NOTES
L
- - -- -- - `- - - -L- — - - -� - - -- -
1 1• 17LW.�0�6J°/AN(.T FLOOD- PER NFlP FIRM PANEL
__
22.°. ! 1 j 225 2 SEE FIRM PANEL FOR ROOD ELEVATION ROODPWN
,0 ELEVATION RANGES FROM 246.5 TO 300.7 IN THIS RANGE
J 'R n °nI nl n r n ry n ° °n ry n n �rv' n ,n•'I n n 1O a n r n 1 FIRM PANEL BASED ON NAVOBB
50 +50 51 +00 51 +50 52 +00 52 +50 53 +00 53 +50 54 +00 54 +50 55 +00 55 +50 56 +00 56 +50 57 +00 57 +50 58 +00 58 +50 59 +00 59 +50 60 +00 60 +50 61 +00 61 +50 62 +00 62+50 63 +00 63 +50 63 +90
a PEYB011 GATE B1' DATE AL9. R 2W
• `ZN1�.0( /'''�. �o( /1 "` GREEN ENCINEERINC REMOVE BUFFER BORES 10/8/15 RVM � �F CLIENT
NUMBER- 12L0171
= � CITY OF RALEIGH 25 5D t FIELD BOOK: 681
WATER WASTE SURVEYING, PLANNIM PROJECT MANAGEMENT 4e
s = _ :: PLAN AND PROFILE I _ '_
022594 NORrt4 CAROLJNA MM LJCENBE P-0g5 BEAVERDAM CREEK INTERCEPTOR �/�'�/ ��/� LAST LE. ,207 - Oct -15
n P 303 QOL�BBORO STREET EAST. P.O. BOX 600 WILSON, N,C. 27983 GRAVITY 1 1 SE �1 GR - PUN d PROFILE (HORIZONTAL) ASCII EDE FILE
LAST MODIFIED. 9- Oct -15
,, . .!....... � 4 5 to MODIFIED BY. RVM
' '•r,�EO ORc�- �;;.`�•d,`,` TE3_ (252) 237 -5365 FAX [phone] OFPom * GREENENacom PROFILE (VERTICAL) Kiel OF
} TOWN OF ZEBULON WAKE COUNTY, NORTH CAROLINA 14 42

A
o�
LEGEND
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
— - -
EXISTING PROPERTY LINE
— - - —
EXISTING RIGHT -OF -WAY
- - —
PROPOSED RIGHT -OF -WAY
-
EXISTING CENTERLINE
— — — — —
EXISTING EASEMENT
— — — — —
PROPOSED EASEMENT
—
EXTRATERRITORIAL JURISDICTION
-- --
EXISTING BUFFER
— — — —
1% ANNUAL CHANCE FLOOD
- - - - - - - - - -
EXISTING EDGE OF PAVEMENT
— — — —
LIMITS OF DISTURBANCE
TEMPORARY BENCH MARK
EXISTING WAR LINE
o
EXISTING WATER METER
PROP. AIR RELEASE VALVE
1017
EXISTING BORE LOCATION
r -R200 (WELL)
EXISTING WELL SITE RADIUS
I ELEV. 999.9•
— —2— —
119 ANNUAL CHANCE FLOODPLAIN
— — — — —
EXISTING SEWER LINE
PROPOSED SEWER LINE
PROPOSED SEWER FORCE MAIN
• PROPOSED SEWER MANHOLE
1y 53j�L \ \` - \ sruR I,.I1T ,�,.�^ �.•.�_••.. n.aJ -cu _ - ' - EXISTING 0 SEWER LINE
PROPOSED SEWER LINE PLUG END
y r O EXISTING SEWER MANHOLE
,•\\ a e: `l� �\\v' C� .\ \ .._tom� �J���I�'; DD •e° -
tp1p, Op PROP TEMP 20' -0 1�1_ - EXISTING SEWER LINE PLUG END
cONSmucRO�N au- SEMENT %� ;p - EXISTING STORM DRAIN LINE
/ \\ ,r% ��� �` _'b 10*DD a3a'• / . . . . . . NOW OR FORMERLY EXISTING STORM DRAIN LINE
X148 r -�J �o a'� Op7• - .� * .SARAH C TANT RUB . . • . • . . . O EXISTING STORM DRAIN MANHOLE
\�` ��'�_ -_M5 LF 1W PRD1E PIN 2705 -44 -0140 . -1 EXISTING PAVEMENT
EXISTING CONCRETE
•�•.,>' EXISTING GRAVEL
_ - . \`: \�''� -- _' " - --- , • I - - ZONE AE
`;o;x` si--- HB54«oe,os: •_ -_�� - F`ouDw "� /� -� "�� !� :�. L�
al � - • . .• -- -•_ /�••r -_ - -_ `` `_- -- _- ''.�`__ ___ /.'y ,' •. •. •. •.'. ,. ,I •.,•.,• •.'. ,. � - � WETLAND
,•/- - ` - _ ` :' ,/ / / • `� ' LL // BUFFER
X ie^ ./ - EXIS TING GAS LINE
�. �./ •=- f - -�-Y / , / ��T_ -�._`' _.'L �� �- TRIG
-_- • • . / % - PROPOSED BORE do JACK
EXISTING VALVE
• - ' . �� EXISTING GAS VALVE
EXISTING RAILROAD TRACKS
x EXISTING FENCE LINE
BEAVERDAM CREEK OUTFALL _
280 1 -.- I _ yI ! I ) I._ -. I 1280 EXISTING WETLANDS LINE
EXISTING ROAD GUARDRAIL
_- . _--- flo .. O a"_ )
�
— SILT FENCE WITH OUTLET
275 0 ROCK CHECK DAM 27` .......
DISSIPATER PAD
FLARED END SECTION
1 LNNUALL CHANC6 FLOODly
CH CE fU SOD - IWlwrrt _
270
._.ze m I 1 -- - --- - - - I - -- - ---- {r - - -- - -- - - - - -- - ---- - - - -- -- --- -- -- - - -
270 ®) DITCH LINER
\TILL
RUNOFF FLOW DIRECTION
26° 11 v i -^" dpuND I 265 SEWER NOTES
J .__ - -- _ ._____- - _ _ _ —__ - - - I 1 ALL DESIGN A CONSTRUCPON SHALL CONFORM TO THE
CITY OF AUGUST PUBLIC UTIDTES HANDBOOK (RPUH)
o _ V i-� T- - -- - � rt------ - -i - -- t - - -- -, �-------- `-- -- -- ----- _- ..- �- -- ---- -� -- °-- - -- -1 - -- `` - r - - - - - -- --- DATEDAUCUST2,xoos
---- -I 2 ALL SEWER FORCE MAIN PIPE SHALL BE DUCTILE IRON
260 -- - - - - - -- - - - - -- - - - -_- I ) 260 •i PER RPUH PALE 57, NOTE .
- - I I i 13' MIN
COVER 3 THREE (3) FT OF MINIMUM COVER SHALL BE PROVIDED
_ FOR SEWER FORCE MAINS PER RPUH PAGE 45, NOTE 2
(5) FT INgTRA TRAFFIC MUST
AREAS AND THREE (3) FTTIINOF FIVE
- - I - - - - -- - - -- I I - - - -- - �••� --�-�
LINED DI �' wua>.I 7 NON- TRIfFlC AREAS PER RPUH PALE 54. NOTE {
-B 255— +--- _ _ ow'LC_. _ INEV'D�I �o26n w n w w w w z 029 �� 255
_'
dTECTO!D1 Li'NEO DI 0 I _ _
LRED 01 -_ -
I
I I
g250IIWE v AALU I i ry o S - 1 250 GENERAL NOTES
-r-
- -_-_ _ -_ _ ..�_ m R -. - _ _ -. _ _ _ -__- _ _ - - -� _ _ -- _ - -- _. -4 S THE UMITS OF DISTURBANCE WILL INCLUDE THE AREAS
w o I ' - - -I THE CONFINED R THE PUBLIC ROAD RIGHT -OF -WAYS, AND
04 � : 1 -.._ _ _ _ _ .. - I _ __. _ +.f H• � � I —I . - -, —_ � c• a- - . - - -._- - - i r� � S N .. THE TEMPORARY AND PERMANENT EASEMENTS.
m y W.G Z N 116 ( 2. CONTRACTOR TO BE RESPONSIBLE FOR REMOVAL A
T 1 I
24. $., -
45
I
` pp ( 1 -°o I a : fylQ I 12 FOR BORING OF THESE SUBSURFACE IF OFLOD
5 G S I __ __ ! - _. __.__ .�,� _ oo - _ _ _ - - -1 6 _ ILL I J. FOR BORING DEPTHS. SEE AJBSIIRFACE E1�LIXiATON
O �. I I I S _. _ 'pZ- -- __ _- _ -- . _- ___ _ _ - .. _ .. .. i _ __ -_. _ -_ -_ _ DATED PROPOSED BEAVER DAM CREEX SEWER LINE
I
-C lA Pi C �W mm n a. _�_ __ MA
_ I
a - -E ! - ----- - - - - - -- I , —� --"fix Tim q�ly 240
240 g0- < s� n_Y� o -.o- 1 I I
a -- - - - ----- - - - -- -- -- — i am'Z = — - - -- - - -I FLOOD NOTES
u I { _ . __ __ CiS F+ ___ ___. _ _!. _ m < _ _ . - _ I - - -. _. -.__ �__ -_,_ <.p _ _ - 1 17{ ANNUAL CHANCE FLOL10 PER MFlP FIRM PANEL
-� `� i°. -< z I I I 1 - F.6 a'" ". .�_ - - - _ uFSi �Z z,'->_ —� N K :O �sI �E 77054.2706J.
23S 2 SEE FIR PANEL FOR FLOW ELEVATION FLOLDPLAN
_ 23f Olin F = ELEVATION RANGES FROM 246 5 TO 300.7 IN THIS RANGE.
o m -
° d n .i ry ] FIRM PANEL BASED ON NAVDBB
� n ry ry ry r ry ry r r ry r r r ry ry ry r ry n ry ry ry ry
63 +90 64 +50 65 +00 65 +50 66 +00 66 +50 67 +00 67 +50 68 +00 68 +50 69 +00 69 +50 70 +00 70 +50 71 +00 71 +50 72 +00 72 +50 73 +00 73 +50 74 +00 74 +50 75 +00 75 +50 76 +00 76 +50 77 +00 77 +50
[e_ I FEMNON DATE BY DATE, AmM* R 90O
1CARQ��'•.,� REMOVE BUFFER BORES 10/8/15 RVM Q APF�BCALE CLIENT CODE RAILS
tss ::•• GREEN ENGINEERING I JOB NUMBER: 12 -071
CITY OF RALEIGH o R Igo FIELD BOOK. 881
3
SEAL! ' _ WATER, WASTEWATER, SURVEYING~ PLANNING, PROJECT MANAC WENT PLAN AND PROFILE CADFlLE: 12071 -PP dwg
022594 _ NORTH CAROL NA FIRM LJCENSE: P-0115 LAST MODIFIED 9- Oct -15
` BEAVERDAM CREEK INTERCEPTOR GRAVITY SEWER PLAN iPROFILE (HORIZONTAL) ASCII FILE:
i '•:�4�)(�(Q;} 303 CiOLD680R0 6iAEEF EAST, P.O. BOX 80B WIL.BON, N.C. 27883 o s 1D MODIFIED BY RvM
"',`,` "•••••_•,•�"VVe •'`
TEL [phone] FAX [phone] OFRCE 0 GREEN 34CLOOM TOWN OF ZEBULON WAKE COUNTY, NORTH CAROLINA 15 42
•.CFO GKG ;;,�``�, PROFILE(VERTICAL) BFfffMO. OF
i I
47 -034

'NOW OR FVRMERIY LEGEND
SARAH G 7An7 mustEE \ ��• , / �/ •00 E %(STING MAJOR CONTOUR
PIN DB 567 s; �n �, PROP TEMP 20' - ./ _ _ _ ._ _ _ol_ _ _ _ _ _ EXISTING MINOR CONTOUR
• /� ' \ \CONSTRUCTION EASEMENT - / /� EXISTING PROPERTY LANE
PROP TEMP 14' Y - CAUTION OVERHEAD POWER INN - - EXISTING RIGHT -OF -WAY
CONSTRUGn N EASEMEN \ - • VICINITY OF WOW AREA - - PROPOSED RIGHT -OF -WAY
�AW_a�1TITI_� 2ok11Ttl CONSTRUCTION - EXISTING CENTERLINE
'PROP TEMP. 20' ENTRANCE W 15' DOUBLE
17416' 0 PROlECTO
• CONSTRUCTION EASEMENT '� WALLED HOPE PIPE ! - - - -
" / _ �\ J �'35A�M�YM A - 1._ •- IOt LINED OI AIWWATFR (SEE DETAIL) EXISTING EASEMENT
\ \i 002ax _ PROPOSED EASEMENT
u Q EXTRATERRITORIAL JURISDICTION
STA =83,69 06 65+D0• / 66 +00 �"` / - 1% SANNUALI CHANCE FLOOD
/ �-• .�- 16 X00. '>f4 �1T PROlECTO wtLINE0 D19 bOW �. 1 !/� I ___- ______
'76.00, n+m ly 61k0 'm +OO, 62 +00' +00 \ , 16 ?'� / 7r - /_35MH 0107A - _ _ - _ EXISTING EDGE OF PAVEMENT
•!' ' V S7A47+81 B6 UMITS OF DISTURBANCE
t=n 367 LF 16' PROTECT0401 LINED 010020R *T - ur LF tB PAOTECm401 LIMBO DI 0143% - i - 16 _ / • ' / /I / RECEIVING PIT
/� 1' - SSMH t107 - �. _ 10'x20' N TEMPORARY BENCH MARK
5rA-- Tq•6-661, T •' . \ • S7M- 88+1327 / Te UNED DI rECro i' EXISTING WATER UNE
-� _ - ^D \ ,� '? I / / 401 L1NFD DI i(( o EXISTING WATER METER
���/ . PROP 40' CITY E R ,p
SANITARY SEWER EASEMENT \\ 70' / Bo X301, r •d I/ b ���1�6 PROP. AIR RELEASE VALVE
V -1017 EXISTING BORE LOCATION
/, .\ \I�. J!1', aJAClc 6DU 1 / MH 01078
/ --ff -- / /� /J -- y /y/-� ^ / ' •7 3e'03TEEL ENr�LSEYENf PPE I / �� ///
ST A=BB +DB 88 F—R200 (WELL) EXISTING WELL SITE RADIUS
ELEV. 999.9'
1% ANNUAL CHANCE FLOODPLAIN
1' I
PROPOSED ED SEWER UNE
DITCH LINING CALCULATIONS _ /Q PROPOSED SEWER FORCE MAIN
/ d , PROP 2tl CITY OF RALEIGH
" SANTARY SEVER EASEMENT •.
Ory PROPOSED SEWER MANHOLE
NAME DA C ' _ _ L _ O�iJ SLOP VELOCITY- DEPTH - 3HEiR uNER "" \ �` // ( (\ 1 7 PROPOSED SEWER LINE PLUG END
DITCH 13 - 014 08 738 30 077 _ 40% 419 023 D57 E-1- Cut. Law VAonty B21111 EXISTING SEWER UNE
DITCH 14 112 07 _ 738 30 _ _ 578 17% 457 _050 052 Exr<I.,. CNN. Law VNmIt eW.. %i gV,y:1 0 `\ O EXISTING SEWER MANHOLE OP
\ / / z �• ,p \ \ L = EXISTING SEWER UNE PLUG END
\\ �/7 `PROP TEMP 20' EXISTING STORM DRAIN LINE
smucnoN EASEMENT EXISTING STORM DRAIN LINE
NOW OR FORMERLY O EXISTING STORM DRAIN MANHOLE
,p SARAH G TANI TRUSTEE
STRUCDON OB 5570 -86
ENTRANCE M/ 15' DOUBLE I PIN• 2706 -3> -8171 H'j�'l"C-.'7fau 'm EXISTING PAVEMENT
WALLED "pt PIPE t _
DISSATTER (SEE DETAIL) L, C`=•�; �, `_ EXISTING CONCRETE
� EXISTING GRAVEL
�.uuu ZONE AE
RETCI ' 3 010TO
EC \
.'T ST �M75.93 �/ -` \•
'r \ C.. ?,;y./ a:: __ _ = III??? I 1 WETLAND
kp1P,TCHIINE ST01,044DO /--7 BUFFER
EXISTING GAS LINE
O
BEAVERDAM CREEK OUTFALL — EXISTING PROPOSED BORE R ORE E & ELECTRIC
- k JACK
00 320 320 300
' co- EXISTING A S
�,- EXISTING RAILROAD
TRACKS
x EXISTING FENCE LINE
__„_ EXISTING TREE UNE
293 I -- — 1 - - -- -- - - I I �l - -- 295 315��I R T s ° 315 EXISTING WETLANDS LINE
_ _ I m ' = �" n i6� u - - - - + EXISTING ROAD GUARDRAIL
i
-� _ _ _ _ ___ n
I 1 1 PI 1 1 1 1 y; O
_ O
-y ! I
7- In - -f
m o O
SILT FENCE WTH
OUTLET
l ROCK CHECK DAM
. 310 290 290 310
Nxi DISSIPATER PAD
ti ANNUAL <
+ FLARED END SECTION
-- -i ---- — -(1DD
-- -
I -
DITCH LINER
305 285 ANNUAL R OO � O. - ; 285 305
o RUNOFF FLOW DIRECTION a_ `
et 1 30
I I
X280 I � I - - - 300 300 300 SEWER NOTES
280 1 ALL DESIGN EI CONSTRUCTION SHALL
D ORM TO THE
QTY OF RALEIGH PUBLIC UTILITIES HANDBOOK (RPUH)
DATED AUGUST
2, 2(105
I }L
_ I 2 ALL SEWER FORCE MAIN PIPE SHALL BE DUCTILE IRON
L _
_ _ `_ PER E (3) PAGE 57.
MI NOTE O
h 27;, ; ! R / I 275 29,r. - _.- _ 295 3 THREE (fT OF MINIMUM COVER SHALL BE PROVIDED
- _. MANS PER RPUH PACE 46. NOTE 2.
_
GRAVITY SEWER MUST HAVE A MINIMUM COVER OF FIVE
AiNUAL is AN NU (5�F7 IN TRAFFIC AREAS AND THREE
AGE (51 F7 NOTE AREAS PER RP N P NO 4
JfA ..� -__ __ _. 11<J ANNUAL "
270 - -� I I I 1 270290 / 28920 - 20 I a Iz FW=
r - ,�` � / (TOOT ! -nom _ - 90
I I I D ,: _i 2
I
I \
6V
OUND - -. 1 I 3' YIN
€ 26 DAe Oa MIN g 28 CO 'ER 285 GENERAL NOTES
w �J / .• - _. _1 -.. 65 t CON IVIED OF HE PUBU ROAD INCLUDE THE AREAS
5
CONFINED B THE C AO T EASE F -WAYS. AND
ac ITE a Dl' -- -- - -- '- - - }
+ SsNO ME TEMPORARY AND PERMANENT EASEMENTS.
TECY04DI LINED____ - -- _ -_.. ._ m I - - - 2 CONTRACTOR TO BE RESPONSIBLE FOR REMOVAL A
260 1 O3aew ,'260 2J-- I I 280
j REPLACEMENT OF THESE FACILITIES IF DAMAGED.
Ot ItNE _ 3 FOR BORING DEPTHS, SEE SUBSURFACE EXPLORATION
- - - ! - REPORT PROPOSED BEAVER DAM CREEK SEWER LINE
_ 6� 1 � BORE L JACK SD LF -. DATED MAY 4 2006
< -- , , m m 38'0 STEEL ENCASEMEHf PIPE
I.. __ __ - ____ MIA 0500'W IC - - -___. -
Wif LF FC'F10TECf0401 b E6 D1 @0 _ - -___ __ -__ _�•
olt^ m s LF 4PTCiE&C, fV1 LME0,6. aOa�hL
2551 255 275 I Li 275
I 1 _ _
_ _ ANNUM-
FLOOD NOTES
= - _ - 177 LF 1 V PROTECT04a1 LINm - 1- _ �� 1 3705A27 �CNANQ HOOD PER NFlP FIRM PANEL
16' Li 16' PHRTECTO 40t DIED p HS a22Y
_._ .__._ -_ 1 2 YF FIRM PANEL FOR FLOOD ELEVATION ROOOPLVN
250
6 N R H 1 n w N N N n 1 a I I �I I B I ry I N I 0 ELEVATION RAGES FROM 2465 TO 3007 IN THIS RANGE 2 3 FIRM PANEL BASED ON NAVD68L
$
Y 77 +50 78 +00 78 +50 79 +00 79 +50 80 +00 80 +50 81 +00 81 +50 82 +00 82 +50 83 +00 83 +50 84 +00 84 +50 85 +00 85 +50 86 +00 86 +50 86 +50 87 +00 87 +50 88 +00 88 +50 89 +00 89 +50- 90 +00 90 +50- 91 +00
n I R♦?YBON OIATE B7 DLATE MVItdR P00
CLIENT CODE RALEI
` �ZN ^�� /,��''• (6r9/IS GREEN ENGINEERING CITY OF RALEIGH (REMOVE BUFFER BORES 10/8/15 RVM OMNi0 SCALE JOB NUMBER. 12 -071
s ESSd kF °= WATER, WASTEWATER, SURVEYING, PLANNING; PROJECT MANAGEMENT PLAN AND PROFILE 1 4 4 5p Igo FIELD BOOK: 881
i SEAL 1 e CADFILE: 12071- PP.OWg
S S 022594 = NORTH CAROLAIA FG;ILA LICE?%M: P-4= BEAVERDAM CREEK INTERCEPTOR PUN 6 PROFILE (HORIZONTAL) ASCII FILE:
300 aoLnseoRO sTaEFr EAST, P.O. BOX 809 WILBON, N.C. 27893 GRAVITY SEWER I 10 MODIFlEDDISFlED: 9-Oct-15
/FO GRE�;; ••'`,,, TEL [phone] FAX [phone] OFFICE B OIiEENENQCOM I 9 'PROFILE (VERTICAL) Bl�f Na OF
} TOWN OF ZEBULON WAKE COUNTY, NORTH CAROLINA 16 42
47 -034

LEGEND
tw EXISTING MAJOR CONTOUR
bWnON F-W -0RA0 POWER INI -- - ---- .R - - - - -- EXISTING MINOR CONTOUR
V1gNFIY OF WORN AREA
— - - EXISTING PROPERTY LINE
- - — EXISTING RIGHT -OF -WAY
- _ e - EXIBIING CENGTERUNE WAY
76 �. - DITCH LINING CALCULATIONS _ .. . _.. _ .. _ - - _ \ , - ' 4 -
�'- EXISTING EASEMENT
^; // / 1Ay� � e / _ _. _ _ . " _ .. _ _ ... _. I 4'. _� PROPOSED EASEMENT
'y _NAME DA C _ I _I. p 1D gLOPE VELOCITY DEPTH
SHEER LINER - EXTRATERRITORIAL JURISDICTDN
- - - J-) -- - - 1,� -- EXISTING BUFFER
"., ORCH 14 ` 1 12 67 _ 738_ 70 S 78 1 7%_ 4 57 050 _052 :Excelsior CurlrA Low Velocity Blenkel JJ
_._ . _ - _ \ I• '-7, — — . — — 1% ANNUAL CHANCE FLOOD
DITCH 15 051 08 �. _738 -30 - 282 45% 586 035 097 Excelsior CUrlex I- Velocity BI-It. - ---- - - - - -- EXISTING FACE OF PAVEMENT
9A�' / // • . IuAacm LF //• \ I ' ' �• — — — — LIMITS OF DISTURBANCE
TEMPORARY BENCH 3WB STEEL ENCASHMENT RPE
,( yy .�/ I • • ' I ..J..• , , �• ! EXISTING WATER LINE
ARK
q'~ T, -,y,¢r OIIN96a9'WALLTHICKNE831 // % / {
I0 /' + IENYRAo' ���� - � EXISTING WATER METER
:,•• I ETIIRNICE W/ /6' DOUBLE / / / - ' / ' o
i Let•LFIR'P,, ECTo WALLED MDPE PIPE k /
101 LINED DI ®020W or
(SEE DETAIL)
vT' DlTpl 14 ! I % PROP. AIR RELEASE VALVE
' 20'X700' CONSTRUCTION /� ' I X007• / ! �• 1 • ,! EXISTING BORE LOCATION
/ t • ' _ - \ - __ __ __ _lNTRANCE W 15' DOUBLE SITE RADIUS
/
wN1 ��
E0 HOPE PIPE k / \ - - , i• ; -
•L, _ pi�f4�A' _g , OLTSPATFR (SEE DETAIL) _ _ - - / / / �, R20o (WELL) EXISTING WELL
NOW dt FORMERLY
E—LEVy' 9- 99. 9
DORTY TIPPETr FAMILY TRUST AGREEMENT
DITCH 13 13079 - —
1% ANNUAL CHANCE FLOODPLAIN
B PIN-, 27--89 80 20'
,
f, — — — — — EXISTING SEWER UNE
b' .� �// \ \ j ��. - �• .�' .�• / '/ ,I PROPOSED SEWER LINE
PROPOSED SEWER FORCE MAIN
E� PROPOSED SEWER MANHOLE
CONS �' PROPOSED SEWER LINE PLUG END
00 T / / • .-., J - � � - - .' � .- - _ __ _ ' - __ _ PIRU�TOH EASE]IENT � / - EXISTING SEWER LINE
4 cwt ..r.
ll O EXISTING SEWER MANHOLE
_ / �• 7 EXISTING SEWER LINE PLUG END
4 I - ♦ - _ _ STA= 101 +21:11 + -�'
_ - 'Jo- — — -- — — - � — — — — -- - — —t5o' — - — — � +a +.� � - � � PROP TEMP, 20' EXISTING STORM DRAIN LINE
y 1{ caNSTRUCTON EASEMENr EXISTING STORM DRAIN LINE
94 +00 - 'BS +Ol1, 96+00 D7+00 - (• 98 +D0 - Y9 +00 100+00 - .101 +00 -� O EXISTING STORM DRAIN MANHOLE
599 LF t6• PROTECT0401 LMED DI @ 030% • 11- LF 1F PROTECTl1401 LINED DI Qum'
- • 102 +0p 1
i / / .'/ /• - EXISTING PAVEMENT
'0.T +DID ,'` QQ ,. -
L STA�7+5622� - - Y EXISTING CONCRETE
� I . \ SSMH Yt 08 - - / / - �' 0401 LINED 04+00
STA = 83+5691 - _ - - - aP. 40' att of RNtTCN _ 010twex 1 - EXISTING GRAVEL
yp� SANITARY SEWER EASELENT / 7 / ./ 05+ y
� _ I \ � • �. / % ZONE AE
I \ I• I I l I .� I_ ,1007
tr ; •\ - I I. I I',
_ I' I �I-- ' J �1 , � ' � II� � 7' � I' _.TI I � • �-J I � +' ' X1 I1{ • ;I j ' � III• ' T a I 1 I 'I i I JI✓. �I ,I • .A I � I • I . ; I �I �.� t I \ I - Ir • �I ., t006 J / .
WETLAND
/ BUFFER
SARAH G. TANT TRUSTEE , 7
x70 -8 EXSTING
GAS LINE OPN DB -m — EXISTING VERHEAD
ELECTRIC _ f t I NOW bR FORERLY
i
PROPOSED BORE k JACK
EXISTING VALVE
EXISTING GAS VALVE
: I I I~ I I I I EXISTING RAILROAD TRACKS
x EXISTING FENCE LINE
- -- - -I - - -- -� -",- EXISTING TREE LINE
300 —�— i �� �— — -- — -- — BEAVERDAM CREEKIOUTFAL -- ` 1 300 _ .— EXISTING WETLANDS LINE
EXISTING ROAD GUARDRAIL
SILT FENCE WITH OUTLET
295 — . "_- -- -- - - I I 295 ROCK CHECK DAM
GLANIf.A
ANNUAL .... ._ _ L (,C FLD ID.1 , - . ____ — -__ I DISSIPATER PAD
—T
_ - - -_ • - - i _ (100TR 00" 291 s0 7 —_ _ . }� .
-_.
- -- I i � �- FLARED END SECTION
- _ Luw i I I 0.50 � .. .. �_-
290 - - _ _ -_ -290
' r ®x) DITCH LINER
.20 .. I__. -_�
289 _. � I
I i tl RUNOFF FLOW DIRECTION
SEWER NOTES
I I
— -- --
2851 3'' 285
1 ALL DESIGN a CONSTRUCTION SHALL CONFORM TO THE
IN CITY OF RALEIGH: PUBLIC URUDEB HANDBOOK (RPUH)
_COVER 4p.A -7 ___ DATED AUGUST 2, 2005
Din
-- _ - _ _ _ - ALL BE I I I I _ __ . __ _ _. -I __ ' -__. _. I- _._.__ -T .. I. ..__ _____ 1_ ( 0401 UN � 2 ALL SEWER FORCE MAIN PIPE SHALL DUCTILE :RCN
O
PER 280 I -- - - "- - -- I _I •LF 18' }- -_ 280 ] iHREEP(3) FT OF SPIN MINIMUM COVER SHALL BE FRONDED
FOR SEWER FORCE PAINS PER RFVH PACE 46, NOTE 2
g - w Ntxl _- (5) FI NON-TRAFFIC FICA AREAS RPUM THREE (3) FT I Di FIVE
- 1 LT 16 PPDTEC(0401 LOIED bl g / ^ - _r I ]d ! F tS PRDTEG U W 1 U - _ - - . NOTE
L
` " •. ul 010% "t 7 (5) IN TRAFFIC AREAS AND THREE (3) n
275 275
T »
I I
fi (MIN 0300•WALLTHIcaoNle ) _ -._ -
. I
270 _ y�aP o 1 — i 1 270
GENERAL NIS OF I)IISSTURBANCE WILL INCLUDE THE AREAS
s __T
CONFINED BY THE PUBLIC ROAD RIp1T -DF -WAYS, AND
IKE TEMPORARY AND PERMANENT EASEMENTS.
I 2 CONIRACFQi 70 BE RESPONSIBLE FOR REMOVAL ✓k
265 265 REPLACEMENT OF THESE FACILITIES IF DAMAGED
I. FOR BORING OS -THE, EAVER DAM —ACE SEWER Il- SEE i __ ___ .LL - Q_. _ I -�___. •-�0 I__ ___ -___ __ - ___.._ .� _ Wry _._._ _.� —__' I �- DATED MAY B. 2008
260 260
a-
g FLOOD NOTES
1 n ANNUAL CHANCE R00D PER Nr1P FIRM PANEL
I ;
253 _t 255 2 SEE ATIO PANEL FOR FLOOD ELEVATION.
30D fIN THIS RA
4 N ♦ o m - I I 3 FIRM PANEL BASED ON NAVD88
- 0 JLID7 IM iH15 RAVCE
R ELEVATION RANGES FROM 246 5 T
,"„ � 2 � N
191 +00 91 +50 92 +00 92 +50 93 +00 93 +50 94 +00 94 +50 95 +00 95 +50 96 +00 96 +50 97 +00 97 +50 98 +00 98 +50 99 +00 99 +50 100 +00 100 +50 101 +00 101 +50 102 +00 102 +50 103 +00 103 +50 104 +00 104 +50 105 +00
n � !
REVISION DATE BY DATE AIpIR R 400
Lo of GREEN ENGINEERING [ / i JOB NUMBER: 12 -071
o �''• io /a /IS'�~ I REMOVE BUFFER BORES 10 8 15 RVM Q16PM SCALE CLIENT CODE: RALEI
CITY OF RALEIGH PLAN AND PROFILE FIELD BOOK. 881
g'ESSfyi ` WATER, WASTEWATER, SURVEYING, PLANNING PROJECT MANAGEMENT v CADFILE: 12071- PP.Dw9
S 022594 j - NORTH CAROLaIIA FPM L P-M BEAVERDAM CREEK INTERCEPTOR
PLAN B PROFILE(HORIZONTAL) ASCII FILE:
:�4g) f?' 903 GOLD8BOR0 STREET EAST, PA. BOX 1809 WILSON, N.C. 27890 GRAvrTy SEWER UST MODIFIED: 9- Oct -15
��'rf (••• °•••l\R•'O` TEL [phone] FAX [232) 243-7488 OFFICE ®C�ENCiCOM � S 70 MODIFIED BY RVM
eo c ,,.• TOWN OF ZEBULON WAKE COUNT(, NORTH CAROLINA PROFILE (VERTICAL) 4grND. 17 OF 42
r
47 -034

LEGEND
DITCH LINING CALCULATIONS
' ao-- EXISTING MAJOR CONTWR
�+
.0- ---- - - -- EXISTING MINOR CONTOUR
NAME .� C "(- - - GL)- SLOPE VELOCITY- DEPTH - - LINER - - Yy - - EXISTING PROPERTY LINE
NOW OR FORMERLY /�\ CAUTION DVERNEAD POWER IN DITCH 16 0 13 0 7 i 7S _ 6x 0 67 0176 i S3 _ 0.75 _ 009 NA _ _ EXISTING RIGHT -OF -WAY
/ • tl MONItt OF WORK AREA I DIrCl; 17 - • 0 16 O7 738 30 0 60 2 2% 3 <7 U Z7 0 37 Escestor Cud- I°w V Joolty BIWkf1' PROPOSED RIGHT -OF -WAY
ODELL C A SARAN T TANT . - -
DS f331-260 / -J,kry�. - EXISTING GENTERUNE
I -5163 1 lF i , �' 20'000' CONSTRUCTION ENTRANCE W/ 1S- DOUBLE -
_ 1 vpoP TEMP. 20' IN\ '� I• WALLED NDPE PIPE a: DISSIPATER (SEE DETAIL) \ `\ PROPOSED EASEMENT
• CONSTRUCTION t \ SI Dlltll 16 r
EASEMENT /' I _ I' I t! II �"` EXTRATERRITORIAL JURISDICTION EXISTING •�,�'� • SSMH 0101 \ A, . r,;l i/ J p� ;�F�, /` ZT -. /. - -- - -- 1% ANNUAL CHANCE FLOOD
STA; 1 -6381 vT III I, 'TQ•'^G _
' PROP. 10' CITY OF RALDpi 1 QrL'.' `� •"I J R _ •� �� 4 \ - - - - - - - - - - EXISTING EDGE OF PAVEMENT
• PROP TEMP. 20' ITMY SLICER EASEMENT ` / NOW OR FORMERLY ,� �" LIMITS OF DISTURBANCE
• SSMH 0102 EANNSTRUCTON / / 106 +� ''(tart •♦ r I 20'X100' CONSTRICTION ENTRANCE WI 15. DOUBLE . \ „- - - JANET LYNN DUNE
STA= 107 +3251 1L.,�� -' + •• ?, + T ^;e ' p vTwPE PIPE k DISSIPATER (SEE DETAIL) InM Fnz+ MNDen � �� / / /, .� TEMPORARY BENCH MARK
9TA�F00 (TPETT RD LATERAL ?•f� 7pe+� Oo1 �lr ry ep. \� / C CWD COORDINATE6 / / �'• yh •r Y '' i�' "� EXISTING WATER LINE
3diD y °RO7eaFO1a1L D+DO'<'i_atea \ = 7s1636.t3'�. yam/ o EXI571NG WATER METER
• - EO1010� 116' MIED 01 OOUbX` 'I .h, >' ,' 1 k ySSMH0100A \ �• 2 2ppe j6, z�3_ iii PROP TEMP. 20'
i$TAF5SLW02DI METLANO •�� \\V,� NAD e3 RET. 2011) _ �CONSIRUCTION LASEMDIT�_ --' "i 1 PROP AIR RELEASE VALVE
_ SSMH 0100 -f' .STA•116 +2788 :1 v --tOt7 EXISTING BORE LOCATION
.8 • �. •sTA=11o+3o.1e � •, � tTZ +DO -�'�.. + `;�. •� l` \•.�: a------ - - - - -_ � �,l'..K --_ -�• .,�
PROP TEMP. zo' . , "' i~1► ` 16v \ ` _ _ -_- t " -_ - -_ _ ' ' _' y�'7� J 't +• (WELL) — EXISTING WELL SITE RADIUS
i I t
E� TcTON
/rte •� d"1 0 u • r ___- �� � .t" Y ! II,. 0 r�Y /// •y�� �_ '�I' ` rq T` a@, o0o ~30T %'. � ' �• �° ' I1 1+00 _ .- - � �• � � t - 715V00 _v __ -
ELEV. 9_ 34.
9_
-
if100 118+00 ` - � - - 1% ANNUAL CHANCE FLOODPLAIN
'/ L y '� •\' I LF LS PRO TECTO ! - y �1f0jD
i \ 6MY_\ EXISTING SEWER LINE
O� _ MVIF EEL FfICASEMENT PIPE 1111 d' W U to - 1�•-�„ 'L C DoDdtolNA a PROPOSED SEWER LINE
• / t . MMO]R' WALL THICKIIEM) SR = 76165269'
is +r vaoTECro 101 • ' ' ` gq t s �' 4 PRoP. 30' °ir STA_114-2708 2200716.30• PROPOSED SEWER FORCE MAIN
LINED D3o% I , Ii 4 i •P OF RALEIGH' 205.77
• / • II IW _ • sANVARY SENEREASLVENT , . ./• 0~ PROPOSED SEWER MANHOLE
.. .. _ MAD 63 REF: 2011)
•f jll- /,1/ _ V - PROPOSED SEWER LINE PLUG END
/ • I R II " '�,J' _ / 4 ? _ EXISTING SEWER LINE
O EXISTING SEWER MANHOLE
I1 'IRI I `t/ EXISTING SEWER LINE PLUG END
PROP b' Ott OF RALEIWV JIB R rl +' T ' 1 M RAIN LINE
i I -. - _ i _ _ !i J �. i EXISTING STOR D
SANITARY SF,6'LA EASEMENT )✓ - , Ip I' ; 1 z` 1 % \ I
,II R ` .T- I •�( EXISTING STORM DRAIN LINE
'SSMH 0703 .- / . � � _ J• ^. �\ J • /' _ /, • "� \� � O EXISTING STORM DRAIN MANHOLE
STA- 105+1588, / / i� �!
•/• /� I I. 11,; 1 •r�^" /h, _ I I , ,
1 �- — .1 -.• aw EXISTING PAVEMENT
I
Cpl - � / r 9` � L._l "I�-1 � -y' '�I ��I _C � C- •_`i�J:.� EXISTING CONCRETE
` -to05. • _ - - _ _. _ - _ �• J EXISTING GRAVEL
ZONE AE
• i/ I /� l i/ I WETLAND
7 T� BUFFER
EXISTING GAS LINE
EXISTING OVERHEAD ELECTRIC
PROPOSED BORE k JACK
-� EXISTING VALVE
EXiSTTNG GAS VALVE
I I I I Irl� I I 1 1 I EXISTING RAILROAD TRACKS
K EXISTING FENCE LINE
310 - RD UTFALL 1 - EXISTING TREE LINE
_BEA ERDR�_ -_. ExISTING ROAD GUARDRAIL
-
- rt F T -- - - -- -- - -- - -
_ ` SILT FENCE WITH OUTLET
_- -- ..{ _ _ _ _ _ _. _ _ _ _ _ _ _ _ _ _ _ ._ - _ ._ -. _ -.J_ _ _ _ _
305. — ~- ___ -____ _ .. .._ .._ _' I _I _ } - - -_ 0` O ROCK CHECK DAM
- ^ -_� - j LX AN UAL - _ _ __ - _ -.-1 -_ —1— - -- _ _ - _ _ . _ - I _ _- _ - _ ._ _ �.._ _ _ _ .__ - -� auAl 3 c DISSIPATER PAD
1 ��_ 1 X M
� - -T - - -- + 1X AN UAL
- -1— - - - - -I- - -- I - 4=11L - - — zR
h DOD; - - - - -
30p.1 i�DOS�- - -- FLARED ENO SECTION
300 _ _ �- _ - _130C DITCH LINER
j 1S,{I --- I l - __�--
ts AN GYfANCE F�OOO I r- �X AN UAL �? ANNUAL ._ _ -. ` . _. - -__ __- - �.I -_. _ .y_ _ _ _ _. ._ _ _ _ __ _ _. _. _ _ _ RUNOFF FLOW DIRECTION
7001'A - - -� -- - --�- - -- -- 1 -- - - - - - - - -_ -- y f I I -- - - - - --
U - - - �TpOYIF - - -- - zos 2L 2 s 3o I --J- -- -- I -- -- -- - -- - i .-6-
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295 h -. SEWER NOTES
1 - -- -- -- J - - -- _ - - - -- -- --- -- - - . -- - _- - - - - -- -j'L -- -- - - - - - - - -- -- - - - - -�- -- ---- - - -- - 1 DESIGN k CONSTRUCTION SHALL CONFORM TO THE
" _ _ _ _ ._ _... - _ - -. T RALEIGH 2. PUBLIC UTILITIES HANDBOOK (RPUH)
_ 3 41N -�-�- r- I t - AUGUST
' _. J _._. _ - I -1_
L - _ �_ _ - _ -_ __ _ _ _ _ - _. _ _ _ - - __- -. _ _,_ .- -COVER - - -. _. __ __ _ - -{_ - -. - PER SE PACE 57, NOTE
° 290 i,R caoulvo -- L I - -- vtuL,YO - _ i J - I - - -
777 - Ipp 7 EcTO ' itJr+wD Dl $Ofo%�' � � � 29C 2 rLLl SEW FORCE MAIN PIPE SHALL BE DUCTILE IRON
- _
r6EEP 1 3WLF12' PRDTitTObtf�L1NFDDl 00�% - ._ - - -_ -_ - MIEEIP SHALL BE M
- -- �___ -. 3 FOR SEWER FR MUST HAVEOA`YMIMUM CE 46. NOTED
- _ - - - - - - _ -• - - - ANTI SEEP _ FOR SERER FORCE M MAINS PER RPUH PACE ER NOTE E
-4- -- I bt r6NED - SfEPC0LIMR i -- ^ ' (S) - IN TRAFFIC ARRAS AND THREE 54 FT NOTE _ _ _ _ _ _ I ---- -__. -- NON-TRAFFIC MEALS PER RPUH PAGE 51, NOTE 1
i 285 ab*E�TO 8_
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e w _ _ _ - _ - - - - L -_ _ -y_ "E n 3 x�.l ❑L _ _ _ _T. ,_ _ �y ' _ j Jg LL-� -- - -- - -- - -- - � - - GENERAL NOTES ° °
1 � UMITS OF DISTURBANCE MLL INCLUDE WAYS AREAS
S
u c 0t... - _ . T to N R _ - _ - F_ _ -I.__ - _ - ' _ _. - -� -- - ___� THE TEMPORARY AND PERMANENT EASEMENTS.
c 'BOO 1 . �Fq" Ydslp
I Z pP�,� I I i p - Z -- Ir A - - r -I I _ �j'= 2 CONTRACTOR TO BE RESPONSIBLE FOR REMOVAL R
275 iT r q ! !U u O I I- � n y U I U I I Ct t7 i 1 27E REPLACEMENT OF THESE FA°UTES IF DAMAGED.
Z6 O O - Ip a _ ♦• _ I O ED BEAVER DAM GREEN SER UNE. FOR SORIN DEPT SEE SUBSURFACE EXPLORATION
270 °�z -- �S«F�i'z I S+t 1-'; 27C
-- - -- -
" -- ° ° -- -- -- - - --- - i --
-2
FLOOD NOTES
I 1 IX ANNUAL CHANCE
HOOD PER NFIP FIRM PANEL -- 2705I.2706J 1 ! T
265 fj 94-41 265 2, SEE FIRM PANEL FOR rLow ELEVAwc ,00PL"
ELEVATION RANGES FROM 216.5 TO 3007 M THIS RANGE.
a - - $ « « nl « N « +R, « �« « « 'g«' « ,�., 3 FIRM PANEL BASED ON NAVDBQ
o« « « « «
105 +00 105 +50 10�6 //+00 106 +50 107 +00 107 +50 108 +00 108 +50 109 +00 109 +50 110 +00 110 +50 111 +00 111 +50 112 +00 112 +50 113 +00 113 +50 114 +00 114 +50 115 +00 115 +50 116 +00 116 +50 117 +00 117 +50 118 +00 118 +50 119 +00
• •GAD REWRgp - Bf DATB ALP* IR 2D19
CLIENT CODE: RALEI
J• �N•CAR � to(q t15 REMOVE BUFFER BORES 10/8/15 RVM ClAPF9C 9C:ALP
��,gp, GREEN ENGINEERING JOB NUMBER: 12 -071
Q% CITY OF RALEIGH PLAN AND PROFILE P _ FIELD BOOK. 861 V
ads WATER, WASTEWATER, SURVEYING F'LANNINQ PROJECT MANAGIEMENT CADFILE: 12071 -PP dN
j = SEAL _ PLAN 6 PROFILE (HORIZONTAL) ASCII FILE
022594 = NORTH CAROUNA F79M LJCENBE: P-0115
BEAVERDAM CREEK INTERCEPTOR GRAVITY SEWER LAST MODIFIED 9- Oct -15
I;• 303 QOLDSBORO STREET EAST, P.O. BOX 609 WILSON, N.C. 27993 9 g 10 MODIFIED BY" RVM
f �`•. .... +'` TEL (2'52) 237 -5395 FAX (2-'W 243-7499 OFFICE ® C�IENQCOM P —
eo WAKE COUNTY, NORTH CAROLINA PROFILE (VERTICAL) affr No. 18 42
s TOWN OF ZEBULON

j_ IJ LEGEND
-i I ► _i _l -� -L
•\ SAG! /Q, ,/ p55T 1 ' ✓: EXISTING MAJOR CONTOUR
'k CRID COORDINATES _
• Q'
C •� , _ ` - 76stO8.3T _- _C^ - EXISTING PROPERTY LINE
/O 2201795.80' NOW FA FDRMFFLT -- - - _-
( /(/ \\ 190.39 DORTiY TIPPER FAMILY TRUST AGREEMENT PRIOPOSED RICHTO- OFWWAY
PROP\1EYP z0' ^ \ REF: 2011) PIN B270691]�6980 aC OeBSTM EXISTING CENTERLINE
SSMH RtO2 CONSIFRUCTION EAST]AENT \ NAD EXISTING EASEMENT
p \ \\ STA= 107.3251 _ \\ SS,mIiJ7It -- EXTRATERRITORIAL JURISDICTION
•
ST (TIPETT RD LATERAL A=3 +34 79 PROP 20' CITY OF RALEIGH -, -
'o �• / E %ISTING BUFFER
\' I ,/ SANITARY SERER EASEMENT
-- - i• \' - ' AROUND MANHOLE - -- -- - EXISTING EDGE OFCPAVEMENT
�.�'- �� �rn t98m -.� r•- •- �1. l - - - - - LIMITS OF DISTURBANCE
1Pa0 JO' CITY OF RALEIGH TEMPORARY BENCH MARK EXISTING WATER LINE
-� 0 �, I • } - - - RARY SERER EASEMENT / -� - VVVc
EXISTING WATER METER
1 • 6 / / PROP. AIR RELEASE VALVE
1017 EXISTING BORE LOCATION
Q8 -�$ ' I \ \ \ �•, ,� / / I - -R2oo (REU)— EXISTING WELL SITE RADIUS
S 1 ELEV. 999.9•
1% ANNUAL CHANCE FLOODPLAIN
`` �1 • 1� �' _ • _ - _ \ S \• \ 1 A �` \ TBY pJ78 / />71D _ -
C ORI I OOORDINATE C QIID COORDOM
1
7839tnas' \�`/ 7��•�' - - _ - -- EXISTING SEWER LINE
�<fzOt53RSC _/ -2W 1304597
�a� PROPOSED SEWER LINE
63 REF: 2mt) j Ay _ _/ _ ✓ NAD 93 REF: 2011) ..
! �.. PROPOSED SEWER FORCE MAIN
SSMH 9101 I ' - - \�� \ - - - -- _ _ i \ - 0� PROPOSED SEWER MANHOLE
$ STA =108 +8984 .i - - -_ _ -- ,\ r t� amp - - PROPOSED SEWER LINE PLUG END
NOIYDR FORMERLY _ .` ` -'���� \\��` o.1x - - -_ _ \ �� SSMH Rt38 �• 'f O EXISTING SEWER MANHOLE
OOEIE c k sAaAH T TANT 11 hs` _ � �'' ANtiu - `�
DS 5331 -260 - flw0_ j1 STA-9 8015 //' \ < //
N 271)6 -14-5483 EXISTING STORM OIRAIN LINE END
._PROP TpAP. 20' \
• ����• , I - ,ty \ �_y-FO `` '♦� Y - CONSTRUCTION EASE7/ENT // \ EXISTING STORM DRAIN LINE
_ -_ ).✓ p
_ k ./ �i • •� . ! Plu / I + - LF� Oi -- / _
r0 �- EXISTING STORM DR
AIN MANHOLE
VVAS1 2 ' ° _ f O EXISTING PAVEMENT
VALENTINE 21VLFVWOW
DB 5107 -583 � - _?13-- STA -F+B1 1 27D6 -1 4 0
m
SSMM 9140 C`^_,: i7_ EXISTING CONCRETE
p / •$ •� ! ` ./ / I , STA'' +7153 ` ' _ _ 1 Y :® EXISTING GRAVEL
fl+ALx� ZONE AE
ENCEMENT
I LWAl1�T111Cg1E., STA -110 _-
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-'�; NOW OR FORYEF6.�`\ II NOW OR FORYERIY II L . _
OOELL C & SARAH T TANT SSMH 0137 OB 3709 Ee14 ' WETLAND
OB 1450 -522 STA =10-43 07
PIN 2705 -13 -1575
PON11 JnOHLW PIN 2706 -13 -3719 `% -/
1}Y`3.�yT�' =.1, S`,,,� }= t`�1.,• _ '_ - :u1), -�� ' - INV 295 Y' MV 297.97 Od 1 / / / BUFFER
EARCES RD - '`' 4 '_. �.- �I+'• 1• v ' 1 c�P /L �� f EXISTING GAS LINE
-- _ REV` NOW OR FORMERLY
BO' PUBLIC RAy'1 °! BRCES RD 'C+•`'= x'11 -:'' �'%' -- - _ INV 298 JO _ - !_ __ - CIE Ex STING OVERHEAD ELECTRIC
\_ ( ) ' UBUCy+�c - - - -- -- - - -i - PROPOSED BORE & JACK
lit . -fin+ c - �- t i- - - - D13 1611 -ns
-/
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PIN .2708 -13- 5SM _ EXISTING VALVE
EXISTING CAS VALVE
NOW OR FORMERLY 1 I I I IL�I I I E %ISTING RAILROAD TRACKS
_ „j.v,..i. °'3l` re'I'`fL��:j 1j�'�a1r'�+- 6;F?K..•s -� �6'�
/- n.l- \ \ 4E 9` .�- - _ _ _ -� � w _...;.-�,..,. o_~_ -i_ - !.`s'i`L!SL''�IL:,+• "t;'t.. w�,�.'w r`J- ij.L�.1.>��,NV •rr�r1S•/ RCP � _ -�_ t- PAUL W JR k � •
x E %ISTINC FENCE LINE
TIPPETT RD OUTFALL
31C
r y -- 315 EXISTING TREE UNE
EXISTING WETLANDS LINE - • - - -
EXISTING ROAD GUARDRAIL
I- - - _ _ I _ SILT FENCE WITH OUTLET
i 1 10 0 ROCK CHECK DAM
DISSIPATER PAD
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FLARED END SECTION
305 i mss_ _ - - ✓ Yn I J -- 305 DITCH LINER
Wjmn - RUNOFF FLOW DIRECTION
Jf �1
- - - _
300 a-- - - - - -' I f 300
SEWER NOTES
I 1>< AN UAL _T_ - -- - - 11 4NNUA ' f - �- - IX AN IUAL I :I - _ _ -- -- - _ _ - - -
- 1.- ii .may - - - 4 - I 1. ALL D F RA R H PUBLIC SHALL NDB OK TO THE
,wtR _ - -- _.I_ - - - iF1b12>- - - - E' - - - I -- �-- -- F�px.uDDO) -- -- --- -� erLra•PROTEC1pw1� - - -- -i- - -- - - - - -_ L -- -311 CITY of RALEIGH Pueuc ununES HANDBOOK (RPUN)
o _
_ _ �- 1 ) L ---- - -L_- -- - - - -- LRIED 01 m 1 M% - - - DATED AUGUST z, 2005.
2951(
�- 1 ' 295 2. ALL SEWER P SCE YANG PIPE SHALL BE DUCTILE IRON
J -a.
a 295'
e - -- _ _ I _ _ _ - __ - - .-
n _ -_ -- _ - -T- - 1 _ _ _ 1HREE�(FT YIWYUM PER USHALL PROVIDED
__ _ - _ _ _ _ _ _ -- _ _ ^ _ _ _ - _- - - FOR MANS P
<i� LF e•UI AO(W L - J'
GRAVITY SEWER MST HAVE A MINDIUM COVER OF FIVE
-WVPIt - -- - -- - -- - '- -"- ) -- - - - 1 - --- - 1 I a : - ' v ; - -- - _ I ( )AFT IN TRAFFIC AREAS AND THREE (J) R IN
O - - - -j- �- - - = -- -- NON - TRAFFIC AREAS PER RPVH PAGE 54. NOTE 4
- -- - - uw1.• u x r
$ 290
- -- I - - - -I - -- - -rt - -- — - - "- _.--- - - - -1- - -- - —� 90
� z
-- — a —
6 —� - - -'- - - -- , � - - -- I - - ---
285 I 285
f
- ' ---- '.' - - - -� a - - -- - -" - -- -- - - -1 --F - - - -'- -g Igo - - -- - - - - -r- - GENERAL NOTES
- - - - -- - -- -- �— - -- — .- - - -r - - -- - -
_ I THE UNITS OF
WILL INCLUDE THE AREAS
CONFINED BY WE PUB LIC R OAD
RIGHT-OF-WAYS. AND
___ _- y O K _ -___ _ __ TIE IFNPORARY ANO PERMANENT EASEMENTS.
r 280 $ H ° o t -- — -- I o a _ I 280 2 CONTRACTOR TO BE RON9&E FOR Q
REMOVAL p o -• - �O 1 m I ^- I d{ o n 1 - - -I - -- -- -- -- - - - - _ --- _ - - I- J -- - - - - REPLACEMENT OF THESE FACILITIES IF DAMAGED.
]yU d �
. -_ _ _- . . _ _i - tl z -_•._- _ - _ _- _ _' - - _.- _ - - - -�--_ __. -- _ _ - _ t - _ _`" _ .
Vz -- --- - - - T-' - - - - - - --1 r �I
J FOR BORING
TM
AVESERA
EXPLORATION
DATED MAY S. 2008 o � LVORT OSED SEAVER DAM CREEK SEWER U N
L
i 0 275 27L -' I ILw d- - - a
N FLOOD NOTES
c 2705.42700J 1S ANNUAL CHANCE ROOD PER FlP FIRM PANEL
270 271 2 SEE 11 PANEL FOR FL000 ELEVATION FLOOOPLAN
ELEVATION RANGES FROM 2465 TO 3007 IN THIS RANG.
S J FIRM PANEL. BASED ON NAw58
-0 +50 0 +00 0 +50 1 +00 1 +50 2 +00 2 +50 3 +00 3 +50 4 +00 4+50 5 +00 5 +50 6 +00 6 +50 7 +00 7 +50 8 +00 8 +50 9 +00 9 +50 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13� +00
cc (n� // RQYBION DATE BY DATE &V* lk 10D
$ •,., "•i1• G•�Dl4AA�..� I CLIENT CODE: RALEI
VN• a% 16 r,ils GREEN ENGINEERING (REMOVE BUFFER BORES 10/8/15 RVM GRAPHIC SCALE JOB NUMBER. 12 -071
••F-�� •''� CITY OF RALEIGH PLAN AND PROFILE I g '° t CADFILE: OK: 82071 -PP dwg
3 `sEnL ` WATER, WASTEWATER, SURVEYING, PLANNING, PROJECT MANAGEMENT , _ I_ �R°
021594 NORTH cAROUNA FRiM L1CL�J9E• Pons BEAVERDAM CREEK INTERCEPTOR PUN b PROFILE (HORIZONTAL) LAST MODIFIED 9- Oct -15
� �� � �, P.C. BOX OW WB�N. N.C. 27 GRAVITY SEWER
o ;',�,••••.••....: �,` qi to MODIFIED BY RVM
j '•. �E1 GREE;;. "• TEL (252) 237 FAX (ce) 243-7489 OFPA--E 0 'C'REEWENCRCOM PROFILE (VERTICAL) &�T N0. -
TOWN OF ZEBULON WAKE COUNTY, NORTH CAROLINA I 20 42

\ NOW OR FORMERLY LEGEND
�,,,y4 ,tlM N3 /b \ BERNICE HIGH DUNN
C OtID COORONA C ORO COORDINATE \ I - -700 EXISTING MAJOR CONTOUR
763JOaar - 767202]6' \ \ DB 1]310 -1S !
1101770.77 - 1101]20.55 \ RN 2706- 12 -Sa66 - -�' - - - - -- EXISTING MINOR CONTOUR
- 311.00 lEY -712 t0 \ �`\ CAUTION OVERHEAD POWER IN - - EXISTING PROPERTY LINE
,n SJ OPE; 2Ot) (NAD 0.7 REF 2011) PROP 10' CITY OF =CH \ _ _ _ _ \ \\ f { MOHITY OF WORK AREA I NC GRID NORTH -_ - - EXISTING RIGHT -OF -WAY
SANITARY SEWER EAgMtNT -` \` 3\ N NW N/2011 PROPOSED RIGHT -OF -WAY
AROUND wµHOLE E
- - t: - - - - - EXISTING EASEMENT
_PROP TEMP 201- \ \'-•, -, REAJACKS5LF
S`^ CONSTRUCTION \ \ "'•'Lw 16.097EEL ENCASEMENT PIPET!
\ - PROPOSED EASEMENT
-
EASEMENT / MIN 0115' WALE THICKNESS) EXTRATERRITORIAL JURISDICTION
DITCH LINING CALCLAATONS -- - - " +� +• YPA55 PUMP LINE
-- - - --- ST - 33 - _ 7 - - 15ISANNUAL CHANCE FLOOD
= SSMH W138 SSMH p135 Y •q •N. B E N BUFFER
A -13!38 STA =164 .16 1• •-' SF1: NOTE ON ENTITLED
NAME -DA _ -c -- -I -� �L _ Gila) SLOP VELOCITY DEPTH SHEER - LJM91- - -- I -): ` ♦ STA=77r5D Bp '- ucnON SEoUEN -- -- - - - - -- EXISTING EDGE OF PAVEMENT
Z i7 / RECOMMENDED CONS7R (S N E ME
- �J - - m , a f„ ELEVATED SEWER LINE ABANDONMENT - - - - - LIMITS OF DISTURBANCE
DITCH to 061 07 7311 30 422 10% 415 6 040 EXOeWor CUM= LwY Velocity Blaakol yD0 14 +00- -r - - �i5r00- TIPPET( ROAD
.- EXISTING CDRPUD -
.. 349 LF F• DI 0 050% x / 1 \ \ : ';i, 310.04 P ISTIN A CDR N0.156 - ' - - _ _ TEMPORARY BENCH MARK
' ` _ _ /, INV 12(70 BE ABANDONED) - - --� ° EXISTING WATER LINE
\ ? •RCP A'Y ' EXISTING WATER METER
f PROP. 3C CITY OF RALEIGH a -, _
SANI7ART SEWER CASEMENT INV 310.19 y ' tii •5 P P PROP. AIR RELEASE VALVE
10' %100• CONSTRUCTION ENTRANCE -®onx � � 6�� � -77 EXISTING BORE LOCATION
I W/ IV DOUBLE WALLED HOPE PIPE \ \\ a ♦ F_X SSMH N3143 R200 WELL -
e DISSIPATER (SEE DETAIL) ' a SswHI359s < ) EXISTING WELL SITE RADIUS
I DITCH 16 �;' \ \ '% •, 1�DI STA =18x73.16 TOP ]fl 397 I ELEV. 999 -9' -
-aim -g- 11, ANNUAL CHANCE FLOODPLAIN
N 1 EX. SSMH /3144
NOW OR FORMERLY f I STA08 -4616 a MY 31415 - - - - - EXISTING SEWER LINE
RECOMSVNDITD COVSfRUrnoNSEQOQJQ MORGAN ! I REMOVE AND REPLACE p PROPOSED SEWER LINE
CORnNI •IMP {TAt]Orc FIL AIANDOVMlA'T ' ,
TVFE7f R01D DR 11907 -692 - I NOW OR FORMERLY 1 i
PIN 2706 -1] -1411 `�, •�
PARR15H �,� � N �+ a. PROPOSED SEWER FORCE MAIN
DB 12456 -1540 \ •� PROPOSED SEWER MANHOLE
1 PRIOR]O7TiE AMA NMEWOFCO RPIIDPIMPSTAnMO1SSTHEC(i TUC10RSHA17 HAVF.COMPIITE)THCDIS(AL noNATUTE3T u,COIRIE(EP7nl PIN 2705 -1 3-1277 ] PROPOSED SEWER LINE PLUG END
F-4 D J;IIT C"FJLITYICATICTN, OFALLOF MIEMOPOSED DIPROMAIMIN MUNI)FA Iw3 CONTRACT dCJiUING iHF ABAMlGN3fYN1 OTCVRPMMMPSTAMOTT0I53 I NOW OR FORMERLY \\ P \ \t -
2 THE PARK$ VIUAOEROAD MMP STATION SIT•L REIN PLLLOPERATION FOR A MINIMUM O SODAYS PRIOR TOYHF OhMOIIIIOVOt11O5PUMPSIAMDN N, PARRISI � \\ !, - \,\ EXISTING SEWER LINE
3 AFTEIRTHF.S000FSSFUL START -UP OF THE PARRS VILLAGE ROAD MAP STATITIN ANTI THE ABANDONMENT OF CORFUD PUNTPSTATION.153, THE CTTRACIOR SHALL DB &199 -te7 � �q \ O EXISTING SEWER MANHOLE
BEGIN THF.ARANIXINNENT O} WRPLTJ PIINP STATION IISR PIN 2706 -1 }n4{ �qg, ] \\ 7 EXISTING SEWER LINE PLUG END
4 THE EMITTING SPWFKS CURRENILY ENTFJREG CORPUD PUMP STATION R1f1 SW I BE. DIVBRTEDAWAY PROM THE PUMPSTATIOM AND LMTO lT1E VEWLY CONSTRUCTED y, ° "JA ` \ EXISTING STORM DRAIN LINE
GRAVITYSEWCR_ EXISTMGSSMH /3144SHAIJ Bt REMOULD ANDAEPIACED WITHAMANHOLE HAVING A LOWFA INWRTTO ACCEPT THE GRAVTY SLWZR CURRENTLY I `P,� �_ EXISTING STORM DRAIN LINE
EYTFAINOEXISTMGCSMII I)11)F0.0M B%I$iLNG SSMH I1f93 INV 30B 66 i •� .. ��'•`\
l RYPASSNMPI NGTFSANTIARYSEPT iRWILLBCRCOIMMMRTNISPRIlCEf1 A1111-SS PUMPING SHANE BE THE SUIT. RESPUNlD1DIIY OFTHE CONTRACTOR AND r. i� ��Y. 0 EXISTING STORM DRAIN MANHOLE
SMAI1 RE LUUNDMATED WITH CORPUD AND TIRE NCOIEOR PRIOR TO THE MMMtNCFMFNTOF THFSP AC OVI111'S ALLBY- PASSPUMPDJO5HAlJ.COMPLYW71'11TIIT - � INV 31007 -- U � • \\ •l
RFQII IRHMFVISMSE IFORTHENTHESPISCffICATIONS + - - _ 1 I - \ `'I, NOW OR FORMERLY
4 TILE WFTY'FI.1 AND ASSUCIAIEO EXPOSED PIPINGS ILMZ BC PONTJt WASHET)TO RFMOYLALL WASTE AND UHF FOR(F MAIN fiHAII Rh FIDSHFO WITH WAIF3lTD REMOVE = -- - t _ _ \ \ MICHAEL CALVIN R'U'4L•'4M'S -,� EXISTING PAVEMENT
All MATER( MOM THI -1- THIS PRCCFSS CAN BE PERFORMED MENCTUGH THENORMAL OPERATION OFTHE PRIMP STATION ONCF All IJVF tFWTRS HAVE PLEA "� - NOW OR FORMERLY +`� \ ,�• a FRANCES K PATE Ry-
DFV0L7FDAROUNDMMPIJMPSTATION 1.ryt -ri �_ _ _: - _ O' %' \ \ - 11t--_ DB IM24 -75 , j. -�
7]HF CY)t.TRACTOR SNALLITEMOVE FROM TID: SITE AIL COMI01,1 \t %011 KEPU.MPSIATION INQ UDpG BUT NOT LAUTED TO THE FF71C91G 'GATES, ELECTRICAL PANELS kI'j�•3. .i�.,i "1• `�_ + -_ I' CAROL BULLOCK \) �\ PIN 2706 -12 -0628 L. ^' EXISTING CONCRETE
E�<. Y,',- =fF_ DB 10 -E -365 `M
HOOD(SL WATER SERVICE METER AND BACKILOW PREVENTION DFVI0,A PUMPS, VINO AND I'NCJDSHRES, SEINES METER(S), VALVFJ,GEVEMTOR ETC. - s n `) „�;- - =_- \ 1
(IMF CONTRACTOR SHALL NFJAOVE FOR SALVAGETOTHECnY OFRAIFIGH MBLJLLMIJTIFS DEPAR -1 AU 112MS TO LNTFIFD ON TIERANS All REMADJD.GITEMS _ L 1,•.l «Lis :: T.�?jl -ti ��N1��.435 INV 31{55 ,' ! � PIN: 1708- I }pp60 \ ,\ \\ EXISTING GRAVEL
SHAI1. Rh RFMOM)FROM THE SITE AND PROPERLY DISPOSED
•� rL]'f- /�i.��li'�(� IN_Y J13.B7` RCp )'I'ttWp4 �-} �\ \\1 �•�. _
P117E LOR(F.MA1V$HAIJ. REABANWNED IN RACE,FILLED WITH Fl OWABIF MI nVDPLUOGLD AT TACH YIJD AILADt PENTANE YAI VFS AK ])IN- IJVFVAI,VFS SHALL - _`�`- _�-: "� i'xc:.rrl 2•a RCP %'�� • +)••\ INV 32255 I-Lr ,I I ZONE AE
ALSO BEABANTKIWD �" "•�':i .�':� NV ]1537 C' // \ \ �.- L J
10 ONCE ALLOFTHF. PIPINOANDAPPURRVAYTMATERIALIUS DEN RCMOVLN) FRONT TTIL RT'TW1lJ,ANO THE SIABROPOFTRE WFTWFIJ NASRFFNRFMOV ...IIM* _� - XreY+„',z_ \ ii q ='' - �-MV J22a5
CMMiUkCIORSHATI DRIIJ AHOU04MWUMVDWAETFSL )INTIMMP RTOFTHFWRNFJLAWTHEWEIWFJI INV 316.89 �': 11•a Rey ;•�li,,�y lriq. -_T` /" )�,\ `' p1/ _
SHALL BE FMLED WITH SAND THE LAST FOOT OF THE Wi, IT SHALL BF FILLED WITH TOnoIL INV 51104 L� tif,:%.41 ::;� '�'+^.7;T- -y I WETLAND
11. LPOV COMP M DEMOIICIW OF TFB! PL'W STAnM AI I} THI COWMLIOR SIULI APMY 6' OF T MOILAHD PROPERLY SEED AND MLWIME 'ji; P C - `_� " � _ i �IIL � rte(• � • ' 1
1 - .�"�+•`(Sc.(g0• q(j/ '1 -- - \ IOU;_':• - ->-]
12 TFMT/ NIRACIORSHAILCOORDMATEAILVTDJTY DISCONNFCIS WTDi THE CITY OF MIFJGH INF tI) SI OP THkSLDISCUNI.TLTS SHALI,BE DiC1.l1IlED IS T� -' - -- - --
INV 314,72/ - PiJ •MA +
iTF.MI /FIT CAST WIK PUASP STATION OEMOVIION - `` - � � \
i \\ &1CWWJ i r ( ?':, yE �\` �J- ` +Eli , `\ _ L_r__ / , BUFFER
/ -/ __, (- d- _ •�:\$;:�:J' + �T Rii?;•ftr - _ I _ ` - \ Ir' . •+ \ \ TOP 973 EXISTING GAS LINE
' �^ i- - -= �,L +- '-�!t'��• � -� -� `�yh� \ .TOP J2a 7J EXISTING OVERHEAD ELECTRIC
.u- _ _ ,,1LfiJr�!,._,o- {P\ \\\ PROPOSED BORE k JACK
'� EXISTING VALVE
EXISTING GAS VALVE
I I I II EXISTING RAILROAD TRACKS
TIPPETT RD OUTFACE
X EXISTING FENCE LINE
_
323 325 EXISTING WETLANDS LINE
r _ I EXISTING ROAD GUARDRAIL
SILT FENCE WITH OUTLET
320
! I 1320 Q ROCK CHECK DAM
-- -�
4* DISSIPATER PAD
_ -_ j -------- __._ 11- FLARED END SECTION
31 I / - -. '•�' ) 315 ­4 DITCH LINER
-- /,,_ ��- -fix ORa)NO r - ✓� -- J-� -- RUNOFF FLOW DIRECTION
__
3101 i ul� -- �� 1' Z 2,4'RCP •
y 310 SEWER NOTES
i_.._._...__. __ _. _ _ __ -_ __ SEPARATION - _ _ - --
° - CG� i ALL DESGN • CONSTRUE
Y �_ -._
1 _ I � nON SHALL CONTENT TO THE
I I CITY a RALEIGH PUBLIC UTILITIES HANDBOOK (RPUH)
]SLFCDI 01-m ._i- .._. DATED AUGUST 2. 2005.
2 ALL SEWER FORCE MAIN PIP
aw L'Sw ON ® 16'. I 1 E SHALL BE DUCTILE IRON
n 305 1 1 -/r 113'IFC cro.o, Li B. TR 1 j305 PER RPUH PAGE 57. NOTE •r
-- - -- 11(1
ADTj % J FORENJE)RFFOAQ NNNS PER COVER PACE 4G. NOTE PROVIDED
___. - -___._ _- _ .__- __ - -_�
o x,5.0 - _ _. __ -. - .. .. - .._ ;- - - -_ -_ __._ _ -__ - -� _BORE eJACJ(55 LF W I I _ _ _ .____ GRAVITY SEWER MUST HAVE A MINIMUM MYER OF FIVE
_ 1 _
PROTEGT0401 LINED - .- ___._.___ -__- _. ____ _�_ _._._....._.. -._ _ _- (5) FT IN TRAFFIC AREAS AND THREE J FT IN
111'0 STEEL ENCASEMENT PIPE < - - -� _ - -� -- NON - TRAFFIC AREAS PER RPUH PACE 54. NOTE 4.
300 (MIN 0375' WALL THICKNESS) a 3 ! 1300
I � I � I
€ 295 �i r - - -�� - -- 4 - --t 295
a
a � -
_- GENERAL NOTES
L °
I
-B -`m I
-_ -- X < - ° 1. THE UNITS OF DISTURBANCE AD wC1IDF THE AREAS
` 0 Z. _ _ _ _ 1 -- _ .. i Z = ' ^ �I_ Z _- __.F -_ .N o b I CONFINED TEPORARY AND PE PERMANENT T EASEMF -WAYS. AND
� K I .. EN EASEMENTS
w - S _ y -_ - � Z Q• ICI ' p 2 CONTRACTOR M BE RESPONSIBLE FOR REMOVAL t
c _ 1 $ _
290 - - . + I _ _ u R q I a N W U) e 1 i 290 REP ENT OF THESE FACILITIES IF DAMAGED.
...� •
- - - -' - -- _- - -- - -- O O - - - - -� O - J FOR BORING DEPTHS, SEE SUBSURFACE EXPLORATION
2 ! ' I -- ° -. LL F F- < _ - -._- REPORT PROPOSED BEAVER DAM CREEK SEWER LINE
-- DATED MAY 0. 2005
2801 - i- am sVul _ -o_ z:n° S LE'1 285
- - -- -- -- - < I7 FLOOD TEPANEL I 1 ANNUAL CHANCE FLOOD PER NFlP FIRM PAN
27
o I I r- _ nosJ.17G6J
I �
2BO1 __ _ - - -.- I 280 2 SEE FIRM PANEL FOR ROOD ELEVA110N. FLOCOPLAIN
ELEVATION RANGES FROM 246.5 TO 3007 IN THIS RANGE.
_ 4 1 FORM PANEL BASED ON 11AW66.
n n n n n n n n n n
1; 13 +00 13 +50 14 +00 14 +50 15 +00 15 +50 16 +00 16 +50 17 +00 17 +50 18 +00 18 +50 19 +00 19 +50 20 +00 20 +50
F f +GIN '• +,- I FEVOM DAB BY W7F A40� R CLIENT CODE: RALEI
s ".••••.01 (R /� Its GREEN ENGINEERING ( REMOVE BUFFER BORES 1D�8�1s RVM �+�acux
! CITY OF RALEIGH = WATER WASTEWATER, 3URVEYINC PLANNING PROJECT MANAGEMENT JOB NUMBER 12 -071
<; PLAN AND PROFILE FIELD BOOK. 881
f� _ � � � CADENCE: 12071 -PP dwg
PUN i PROFILE (HORIZONTAL) ASCII FILE -
S 022594 i = NORTH CAROLINA FIRM UCENW P-M BEAVERDAM CREEK INTERCEPTOR GRAVITY SEWER LAST MODIFIED 8- 001 -15
303 OOLD880R0 BTAEtZ EAST, P.O. BOX 809 WILSON, N.C. 27883
o - -�(( �'�• D i 6 t0 MODIFIED BY RVM
TEL czsz� x�' -s3es FAX 2"'' -�°ea °F�cr= ®°R�'Er'°�°°'" TOWN OF ZEBULON WAKE COUNTY, NORTH CAROLINA PROFILE (VERTICAL) *mTMO. 21 or 42
47 -034

\• � ION
\ \� 1
f1.: LIES
- LEGEND
_
HIANDOND^ EXISTING MAJOR CONTOUR
\, _ POWER POD` t,,. - `; G9TIION OVERHEAD POWpt IN - -ION -- - - - - -- EXISTING MINOR CONTOUR
ABANDONED l �\ 1 ��Y�Y\ �INONrtY OF wq(K MEA - - EXISTING RIGHT-OF-WAY
\- •POWER POLE \\ �\\ \ - -
( NOW R ONE BAN — PROPOSED RIGHT -OF -WAY
CORNERSTONE BANK EXISTING CENTERLINE
PROM — — — — — EXISTNG EASEMENT
�537� }y,6K \ i
2705 - 77_301 ! PROPOSED EASEMENT
PIN
\ � EXTRATERRITORIAL JURISDICTION
1R ANNUAL CITY OF RAUEGH - j- g, '� \ 1%I ANNUAL U CHANCE NCE FLOOD
' CE FL000 i _ - __ . - _ — WATERLINE MARKERI -' -- + `- • i�_ -- - - - - -- E %ISTING EDGE OF PAVEMENT
— — — — — LIMITS OF DISTURBANCE
EX SSMH #B5BB 'MH #145 E CANNON AVE STA = 8+3536 20'X100' CONSTRUCTION EX STWRG WATER LINE
ARK
MH #1N MHO 112 OH EXISTING WATER METER
\ — - �ST„ STA= 2+23.07 _ ( ) ENTRANCE W/ 13' OOIIeIL o
�� ° � � STA-6+6683 WALLED HOPE PEE
PROP. AIR RELEASE VALVE
z. L r / - V --1017 EXISTNG BORE LOCATION
3TA= 1D+303D_ \ 9�c --�� y »1 +OO C�c DOT I+
_ R200 (WELL)— EXISTING WELL SITE RADIUS
• 1e'e'B PRDIEG70 ` _205 LFPPROTF �p ID1 LINED DI �1 �L - --
\ ' • 401 LINED N _ 17p LF r PRQIECTO Mt LINED 01 ®320% 4Y4r -
( RiHx• 8' k7. oar -rc -� I—
Y _\ 'O`4b \ _."`leD• ). - 01•r Ii PROTECI0 I ELEV:
''9
pn4x --
— = C = — 1% ANNUAL CHANCE FLOODPWN
• MIA #146 \\PROP, JO• CITY O- RALEIGH \
�`� SANITARY SEWER E EHT '0 ` 1MH #143 PROPOSED SEWER LINE
B / EXISTNG SEWER LINE
TIMBER YAT BIM � g \� � STA•4+02.38
_STONE APPROA03 K ° 1 PROP TEYIP tD 00 .+ PROPOSED SEWER FORCE MAIN
\ - AD (SEE DETNL) �/ \ ( 3 cONSmucnaN pw PROPOSED SEWER MANHOLE
EASEMENT
\ 1 RECOMMKI'mDCON31RUCEIONe"OUENCE
rAga• �\ ) F - ��� 50ZVAlYD eEWER ID1CAIlANDONTVM UlvS'n 7 PROPOSED SEWER LINE PLUG END
EXISTING SEWER ONE
1 THE IN T DLATION AND JXNMEIT [Hr. CO PLETITYD (.RAN N SEWER L]NE ALONG OLIN, OF IM PROPOSED 2 DR GRAVITY LAVE SEWER O EXISTNG SEWER MANHOLE
\ �6
THE 1HSfAIUl10A AND TESIINO. C(1MP12'I} w'IM FNOINELkS Ckl['MlA OIR:, OF THE TkOPOSED i4• GRAVIN SATTTARY SEwfiA
IDSE FROM FXISNIU MANHD1.61b199 (Sl,SnoA O.o0o0E TROwsED SSNH U(BTAAmED?RICK 7 EXISTNG SEWER ONE PLUG END
I THE AHAYDON l OF THIS SMION OF E%ISmO sEWFA LINE "INANE BE PEILFDAMETI PU01 ]9 THE PAOPOSTD TAR %5 VDUGS -- EXISTING STORM DRAIN LINE
\ \' •�, J ;)1 1 ROADNIM SIAT04 AND ASXICIAT }])FOAC'F MAIN HE EXISTING STORM DRAIN LINE
\ ; 1 3 THE CONTRACT nx0&K A A'FN.4TN1.%m" ORAVIIY W W1,A LINE MOM PROTOSFD SS!.r111146 (STATION O-W OM TO PROPOSED O EXISTING STORM DRAIN MANHOLE
\ NOW OR F5RMM_Y '( 1 Swll- 14(STATION I- 0339)
\ NAERSTONE BANK ) 1 THECONI RACTORSHAII W5TAIJ ArMHOUSh MANH01EA1 b MHA112(STAIDMN 339)
PROMDENCE BANK 11 ��� ` 1 5 IIN/V COMA FTION OF THE PR )MSFD r GRAVITY SFWER FROIA PROPOSED SSMII NIA (Sl'ATION OHX)W) TO PROPOSED 99AFH 1145 ftl +!�i�a.`� y',17(0�� EXISTING PAVEMENT
OB'1537 }2316 ( (Sl AT10NH 339) THE LYJ21l zro1 S13AILTFST AND ODTA3N ENO14mSCERTMCATOV OF TIDE mASTIY SFWFRLINt
PIN. 2705 -77-3491 �,1 MH 93 6 ONCE nsti 0 13 COMTIII 6ATi*ACIDMLY, Tim CoxnuIc OR SIWI. BREAK T37E ]EXISTING 114E RIIHIV $,W 1142 IMHDUSF {^ -3
\ YANN011 AND AILUW hl ON SHkWGX IiHE bYSIEM if)E Cf."I CNR"HALL TLUG AND SEAL TW DOW'STRUM SIDE OF tNF L_•_:�, :�_:J EXISTING CONCRETE
\ STA�«5355 5
\ F10577NU PIPE WRHDi THE DO(D1UUSh MANHOLE"
7 CONTMCI 01 SHAII, NOW BE(: M THE ABA/.'DONTSB411ROCFSS OF THE FXISTENG ELEVATED SEWER )JIM BETWPPN PROPOSED SSmm EXISTING GRAVEL
IM2 AND E OSTTNG SSN I W57. THE BURIFD SECTION OF THIS 1 TKl_ SI DM 1O BE ARANOUNFJ) SHALL BE DUO LP AND REMOVED _
FROM 111E SYSTEM -1 ZONE AE
1 PIUOY TD TD REMOVAL OF THE LLNE SEGMIIiT TO BE ABANDONED THE CONTRACTOR SHAI A )F.T WASH THIS LINE SFOVIEN I TO — I
` 1 REMOVE ALL WASTE AND DEBRIS AND DISPOSE OF REMOVED MATERIAL AT A LOCATION DETERMINTD BY IMF rONTRACII)k AND
AYMOVEOBY C01MANDMRTHEENO1NEER
9 AYIFA TIR I— SE(D.DTT HAS BEEN CLEANED THE CONTRACTOR SHALL BEGD, WITH THE "OVAI OF THE ST ­l CARING ' ` J1 WETLAND
GRAVITY SEWFAN &NDSUPPORT CULUMNS NCLUDNG FOUNDATIONS �J
Beaverdam Creek Interceptor S-'�cp• \1 OTW,NHIRA D0. SHAIJREMOYEYROVTSffTRU13LTAREA30kDLSPO5A5ALVAGEALAOAVDONEODEMOLSHLDMAIENA_
11 ALL CD313 AStOLUIFD YlII]i THh ABAVDUNMYHi riWl'PJS SHAH BL BOR4E HY'1HEWMAACf00. Y / BUFFER
DITCH LINING CALCULATIONS y \ - _ . `L V
EXISTING GAS LINE
NAME DA C I 011D) SLOPE VELOCITY OEYTH SHEER LINER
EXISTING OVERHEAD ELECTRIC
TD-1 192 063 721 872 40% 799 oSO 151 Excels -CuD Lm VelOC6y Blwkel - T•=-------- -- --- = -- PROPOSED BORE & JACK
?� E %ISTING VALVE
E %ISTING GAS VALVE
-.- EXISTING RAILROAD TRACKS
E CANNON AVE. OUTFACE T
285 285
x EXISTING FENCE LINE
i I rt I - — __ __ - <•n"�1"�1—
EXISTING TREE LINE
—� - -- I j- EXISTING WETLANDS ONE
290 I °9( - —_ _ —� EXISTING ROAD GUARDRAIL
280 2
I 60 111 6 SILT FENCE WITH OUTLET
_ I _- — r - -� �- ., I —_. _ .. ___ _. _ ROCK CHECK DAM
—
I I �28,° _ ' —._ DISSIPATER PAD
285
L - - - --�— -- '- -- I - '-?-- 27.` I —� r _ ��— T_- �/ 275 114 FLARED END SECTION
--r— I -- - - -- - - - - - �I DITCH LINER
RUNOFF FLOW DIRECTION
280 - -- - - - - -- - i -- i- ! 28( — j — -- - - ly —� 3rLFe•
1x
DI p71 --
270 -- -' - 270
i 1
I - TO BE ABANDONED AND IIEAA7Vm —} __ _ __ _ — ___._ _._ —� _ —_ I i / `Il I •.t+�-
s - I nwLPrPvc DOV:' SEWER NOTES
- -�,,s�--� I I I
I ), A1Y _� 1 ALL DESIGN s CONSTRUCTION SHALL CONFORM TO THE
•1 1 •Ar- -rA- r- ii'f`'A
♦ 7 \ _ . �� ..�'J." 27: __ _ _ — . ____ __— _ -.__ _ QTY OF RALEIGH PUBLIC UTILITIES HANDBOOK (RPUH)
71T 11� 1 �s,�`. 265 65 AUGUST 2. 2005
- —. —.. — __ .. I _ __ . {. _... .. - _I. _.. _ 2 ALL RPUH PACE 1, MAIN PIPE
-1 SHALL BE DUCTILE IRON
PER -✓ - -_ _ __- i __— i— _— _ - - -_ I — 1 THRESEWER FORCE MINIMUM NNS PER COVER PAOE PROVIDED 2
�— J
• / ' ' I 260 - - I 1C LF 1'C. 091911 _ —_._ _ _ -_ _�_ - I _ (5) FT I SEWER MUST HAVE A MINIMUM COVER OF FIVE
-- -- I _ —.
• 270 27( --
J_ _.__ _ . _— I - -. _ _- - _- - 60 NON - TRAFFIC AREAS PER RPUH PAGE 54, NOTE 4
S p
/ I ' I O 41
5 FT IN TRAFFIC AREAS AND THREE J R IN
265 --- - ck�_vAS- TD a: kEAroo,.ED 26: - - - - -- -I
D I --- A4D'-V:SF (TY°; -------------- f--- -- -�- ?(�''— - - -- a bi-
€ 255 — _ - t U I q o 255
_ LL
-- �-
IE 4S • . — I - - _.� _I —_._ _ I _ _ _ —_�._.. - -___ _ . - __. _ _ . ._., _ -- ._ .- ��_ _ -_ ___ __- __ — I� ._ - - - - _ �I — _ -- _ - —_ - _.- _. —. _ — — _. — _..__ - -- _ � __.__r �. —._.- - .__ _ --- _- _- -__ - + �I - _ _ ` N w
- -� —_- - _ -mg_Ir - �m•-'l�. __
�m °_= � - - -
GENERAL NOTES r ME LIMITS OF DISTU RBANCE NCE INCLUDE E
AREAS
2601 2 6(
ME PUBLIC RA E S-WA YS. AND U n Q 2 50 THE TEMPORARY AND PERMANENT 7
2. CONTRACTOR TO BE RESPON90LE FOR REMOVAL t
sZ X - REPLACEMENT OF THESE FAGUTES IF DAMAGED
U
IS -z Z _ —� —_ - -- - — (— O - 3 FOR BORING DEPTHS. SEE SUBSURFACE EXPLORATION
h r '� I , i I g' • - ZS: �_ i -_� I Z at REPORT PROPOSED BEAVER DAM CREEK SEWER LINE
0 25,: ro _ I' DATED MAY B, 2005
245 245
+P
0 250 <" H I --- - - -! -- --� - -- -- -' -- FLOOD NOTES
I I 1 1% ANNUAL CHANCE FLOOD: PER NnP FIRM PANEL
240 N a n 240 2 YE MM PANEL FOR RDOD ELEVATION FLODDPWN
ELEVATION RANGES MOM 2465 TO 3007 IN THIS RANGE.
0 +00 0 +50 1 +00 1 +50 2 +00 2 +50 3 +00 3+50 4 +00 4 +50 5 +00 5 +50 6 +00 6 +50 7 +00 7 +50 8 +00 8 +50 - J MM PANE BASED ON NAV066
-0 +50 0 +00 0 +50 1 +00 1 +50 2 +00 2 +50 3 +00 3 +50 4 +00 4 +50
i AERIAL LATERAL 2 E GANNON AVE LATERAL
! FEWBON DANE BY GAME Alpd * POD
t ".`.... ' (•Igl(s GREEN ENGINEERING ! i °RP" JOB NUMBER Rz`o17,
�( -• V. CITY OF RALEIGH PLAN AND PROFILE / I ROVE BUFFER BORES 10 B 15 RVId
n �Y ' WATER, WASTEWATER, SURVEYING, PLANNING PROJECT MANAGEMENT 4 _ �' — PD
O,D 1 FIELD BOOK: BB7
ySEAL c I PLAN& PROFILE(HORIZONTAL) ASCII FILE
_ 022594 _ NORTH CAROLINA FERr9I LICENSE= P-on5 BEAVERDAM CREEK INTERCEPTOR AERIAL SEWER CADFlLE. 72071 -PP dwg
% •.•' �' INE•` 303 OOLA9BORO STREET EA6f, P.O. BOX 608 VVILSOK N.C. 27993 LAST MODIFIED: RV Oct -t5
....... �4,,, TEL [phone] FAX [phone] OFIICE 0 OREENENO.COI,/ DEMOLITION I G S 10 MODIFIED BY RVM
}
TOWN OF ZEBULON WAKE COUNTY, NORTH CAROLINA I _ ' PROFILE (VERTICAL) BIgNNa 22 - 42
47 -034