20170972 Ver 1_401 Application_20170804

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SEPI
[N61"I"RIN6i
CONSTRUCTION
August 4, 2017
NCDWR 401 & Buffer Permitting
Unit
Attn: Karen Higgins
1650 Mail Service Center
Raleigh, NC 27699 - 1650
2017
U.S. Army Corps of Engineers:
Attn: Tasha Alexander
Raleigh Regulatory Field Office
3331 Heritage Trade Drive,
Suite 105
Wake Forest, NQ 2b517 7 0 9
72
Re: Nationwide Permit 12 and Riparian Buffer Authorization Request
Grasshopper Road Force Main Relocations, Raleigh, NC
Dear Ms. Alexander:
On behalf of the City of Raleigh, please find attached a completed Permit
application and supplemental information requesting written concurrence
from the U.S. Army Corps of Engineers (USACE) and N.C. Division of
Water Resources (NCDWR) for the proposed Grasshopper Road Force Main
Relocation located in Raleigh, North Carolina.
The proposed project consists of relocating an approximately 136 linear
foot (LF) ection of existing force main sewer line adjacent to Grasshopper
Road in Raleigh, North Carolina. The project will allow the N.C. Division of
Transportation additional room to repair a culvert damaged In recent
storm events. Project construction will require the use of heavy
machinery typically used for site construction, and result In a maximum of
205 ft2 of tree clearing. The proposed project will consist of the
perpendicular crossing of an intermittent Unnamed Tributary (UT) and
perennial UT to Poplar Creek. Proposed temporary stream impacts are
associated with dewatering activities and the open cut/backfill of each
stream. Permanent impacts are associated with bank stabilization of the
perennial UT to Poplar Creek.
Proposed buffer impacts associated with the project are 1779.4 ft2 of Zone
1 and 183.5 ft2 of Zone 2 Neuse buffer Impacts. A summary of the buffer
Impacts and their associated uses are included in the impact summary
below.
PROJECT SUMMARY TABLE
Project Name
Grasshopper Road Force Main Relocation
Project Type
Public - Utilities
Owner / Applicant
City of Raleigh
County
Wake
Nearest Town
Raleigh
Waterbod Name
UT's to Poplar Creek
Index Number
27-35
Class
C• NSW
USGS Cataloging Unit
03020201
1025 Wade Avenue I Raleigh, NC 127605 1 Phone: [phone] Fax: [phone]
sepienglneering.com 10SIFNengineers

SEPI
IMPACT SUMMARY
Requested Permit Activities
Permanent
Temporary
Stream Im acts - 43 LF
Stream Impacts - 87.4 LF
Wetland Impacts - 0 ac
Wetland impacts - 0 ac
Buffer Zone 1 - 1779.4 ft2*
Buffer Zone 1 - 0 ft2*
Buffer Zone 2 - 183.5 ft2*
Buffer Zone 2 - 0 ft2*
* Non -electric utility line: Perpendicular crossing that disturbs equal to or
less than 40 linear ft. of riparian buffer.
If you have any questions or need additional information, you may reach
me by phone at [phone], or email at
[e-mail].
Thank you,
C ,(
�;Ciil E
Timothy E. Black
Project Manager
Attachments:
1) Figures
2) Pre -construction Notification
3) Permit drawings
4) NCDWR Stream Buffer Determinatlon
5) NHP Letter
6) Agent Authorization
2

3. Project Vicinity
Raleigh Wendell
C
caner
96O
J / © Clayton 39
f'
a
1
Figure 1
Project Vicinity
GRASSHOPPER ROAD FORCE MAIN RELOCATION
WAKE COUNTY, NC
AUGUST 2017
N Legend
AProject Study Area

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Figure 2: USGS Map Figure 2
This Exhibit is for planning purposes only and
shown herein does not meet NC 47-30
Requirements and therefore is not for design, Grasshopper Road Force Main Relocation
construction, or recording or transfer of title. The
Exhibit was compiled from available information Wake County NC 4;0
obtained from the sources fisted below. Streams ' and Wetlands: All features located in the field were
recorded using a survey grade TOPCON GRS-1
GPS with Glonass receiver with supposed sub-50Clayton USGS Quadranglecentimeter accuracy. Sources: ESRI Base Mapping, NCDOT, SEPI 000 5500 0 000
August 2017 Feet
s
�r
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� v
!R
I r
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Fg
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Figure 2: USGS Map Figure 2
This Exhibit is for planning purposes only and
shown herein does not meet NC 47-30
Requirements and therefore is not for design, Grasshopper Road Force Main Relocation
construction, or recording or transfer of title. The
Exhibit was compiled from available information Wake County NC 4;0
obtained from the sources fisted below. Streams ' and Wetlands: All features located in the field were
recorded using a survey grade TOPCON GRS-1
GPS with Glonass receiver with supposed sub-50Clayton USGS Quadranglecentimeter accuracy. Sources: ESRI Base Mapping, NCDOT, SEPI 000 5500 0 000
August 2017 Feet

Lo I AP
Wn
1 ` 16C
1 . 4 - .. - • ApB
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09
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m`
-�� WmB2
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LOC s
i
N Legend �2
O Project Study Area
This Exhibit is for planning purposes only and
Figure 3: Soils Map Figure 3
shown herein does not meet NC 47-30
Requirements and therefore is not for design, Grasshopper Road Force Main Relcoation
construction, or recording or transfer of title. The
Exhibit was compiled from available information Wake County of
obtained from the sources listed below. Streams
and Wetlands: l features located inthe fieldwere Wake County Soil Survey 1970
recorded using
g a survey grade TOPCON GRS-1
GPS with Glonass receiver with supposed sub-50
centimeter accuracy. Sheet 71 s
Sources: ESRI Base Mapping, NCDOT, SEPI
August2017
500 250 0 500
Feet

Q�oE
y r
1 1 >_ �
1�.�I P C
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Pre -Construction Notification (PCN) Form
A. Applicant Information
1. Processing
la. Type(s) of approval sought from the Corps:
TED Section 404 Permit ❑ Section 10 Permit
1b. Specify Nationwide Permit (NWP) number: 12 or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps? __F®
Yes
❑ No
1d. 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
because written approval is not required?
For the record only for DWQ
401 Certification:
❑ Yes ® No
For the record only for Corps Permit:
❑ Yes ® No
1f. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program.
❑ Yes
No
1 g. Is the project located In any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes
® No
1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
® No
2. Project Information
2a. Name of project:
Grasshopper Road Force Main Relocation
2b. County:
Wake County
2c. Nearest municipality / town:
Raleigh
2d. Subdivision name:
N/A
2e. NCDOT only, T.I.P. or state
project no:
N/A
3. Owner Information
3a. Name(s) on Recorded Deed:
KRJ Inc
3b. Deed Book and Page No.
011703 / 02174
3c. Responsible Party (for LLC if
applicable):
Robert R. Stafford
3d. Street address:
246 ValleyField Ln
3e. City, state, zip:
Southern Pines, NC 28387-6754
3f. Telephone no.:
3g. Fax no.:
N/A
311. Email address:
Page 1 of 10
PCN Form — Version 1,4 January 2009

4. Applicant Information (if dMerent from owner)
4a. Applicant is:
❑ Agent IN Other, specffy: Utility Owner/ currently purchasing utility easement
from Property owner
4b. Name:
Jansen Goodwin
4c. Business name
ff applicable):
qty of Raleigh Public Utilities
4d. Street address:
One Exchange Plaza, Suite 620
4e. City, state, zip:
Raleigh, NC 27602
4f. Telephone no.:
919-996-3494
4g. Fax no.:
NA
4h. Email address:
Janeen.Goodwinaraleighnc.gov
S. AgenUConsultant Information (If applicable)
59. Name:
Eric Black
5b. Business name
(ff applicable):
SEPI Engineering & Construction
5c. Street address:
1025 Wade Ave.
5d. City, state, zip:
Raleigh, NC 27606
5e. Telephone no.:
919-747-S642
5f. Fax no.:
919-789-9591
5g. Email address:
[e-mail]
Page 2 of 10

B. Project Information and Prior Project History
1. Properly Identification
la. Property Identification no. (tax PIN or parcel ID):
1752842943
1b. Site coordinates (In decimal degrees):
Latitude: 35.738719 Longitude: -78.466142
1c. Property size:
0.10 acres (within project area)
2. Surface Waters
2a. Name of nearest body of water to proposed project:
UTs to Poplar Creek (index # 27-35)
2b. Water Quality Classification of nearest receiving water.
C;NSW
2c. River basin:
Neuse River Basin (HUC 03020201)
3. Project Description
39. Describe the existing conditions on the site and the general land use In the vicinity of the project at the time of this
application:
The project area consists of undeveloped forested areas and utility/powertlne easements. The project vicinity consists of
forested areas, agricultural areas, and residential areas.
3b. Ust the total estimated acreage of all existing wetlands on the properly: +/- 0.001acres (within Impact area)
3c. Ust the total estimated linear feet of all existing streems (intermittent and perennial) on the property: +/-104 LF
3d. Explain the purpose of the proposed project:
The purpose of the proposed project Is to relocate a short section of an existing sewer force main allowing NCDOT to
replace a blown out stream culvert.
3e. Describe the overall project in detail, Including the type of equipment to be used:
The project will involve the relocation of an existing section of the City of Raleigh sewer force main. The proposed
relocation will perpendicularly cross an Intermittent and perennial stream (Two Urs to Poplar Creek). The force main will
be buried below grade by open cut with stream flows diverted around the temporary Impact areas. Stream channel beds
will be restored following construction. Zone 1 buffer Impact areas will be cleared by hand prior to trenching activities.
Construction will include equipment typically used for utility construction projects, e.g. dump bucks, back hoes, etc.
4. Jurisdictional Determinations
® Yes ❑ No ❑ Unknown
4a. Have jurisdictional wetland or stream determinations by the
Comments: NBRRO #17-139 references the stream calls
Corps or State been requested or obtained for this property /
provided by the NCDWR on 5/15/2017. A field review
project (Including all prior phases) In the past?
was made by USACE on 5124/2017. PJD has not been
Issued at this time.
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: SEPI Engineering &
Name (if known): Eric Black
Construction
Other.
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
See attached Neuse River Buffer determination letter (NBRRO #17-139) dated 5/15/2017.
5. Project History
5a. Have permits or certifications been requested or obtained for
❑Yes ® No ❑ Unknown
this project (including all prior phases) In the past?
5b. if yes, explaln In detail according to 'help file' Instructions.
NA
6. Future Project Plans
Be. Is this a phased project?
❑ Yes ® No
6b. If yes, explain.
NA
Page 3 of 10
PCN Form - Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
la. 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.
2s.
2b.
2c.
2d.
2e.
2f.
Welland Impact
Type of jurisdiction
number
Type of Impact
Type of wetland
Forested
Corps (404, 10) or
Area of impact
Permanent (P) or
(if known)
DWO (401, other)
(acres)
Temporary
-
Choose One
1 Choose one
1 Yes/No
-
0
2g. Total wetland Impacts
0
2h. Comments: No wetland Impacts are proposed for this project.
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 stream
Impact
number
(PER) or
width
length
Permanent (P) or
Intermitte
(feet)
(linear
Temporary M
nt (INT)?
feet)
S1 (P)
Bank
Stabilization
UT 1 to Poplar
Creek
PER
Corps
840
43
S1 (T)
Dewater/
Channel
UT 1 to Poplar
Creek
PER
Corps
8-10
40.2
Excavation
S2 (T)
Channel
Excavation I
LIT 2 to Poplar
Creek
INT
Corps
1-2
38.2
S2 (T)
Arc Filter
UT 2Poplar
INT.
Corps
1-2
9
3h. Total stream and tributary Impacts
130.4
31. Comments: Permanent stream impacts will occur from bank stabilization: temporary stream Impacts will result from channel
bed excavation and dewatering.
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 Indl ually list all open water Impacts below.
4a.
4b.
4c.
4d.
4e.
Open water
Name of
Impact number -
waterbody
Type of Impact
Waterbody type
Area of impact (acres)
Permanent (P) or
(If applicable)
Temporary M
01 Choose one
Choose One
Choose
0
M. Total open water impacts
0
4g. Comments: NA
Page 4 of 10
PCN Form - Version 1.4 January 2009

5. Pond or Lake Construction
If pond or take construction Then complete the chart below.
58.
5b.
5c.
5d.
5e.
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
Pond ID
Proposed USe or
acres
number
purpose of pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
Choose One
P2
Choose One
3f. Total
0
0
0
0
0
0
0
5g. Comments: NA
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
51. Expected pond surface area (acres):
NA
5j. Size of pond watershed (acres):
NA
5k. Method of construction:
NA
6. Bullar Impacts (for DWQ)
If project will Impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer Impacts
below. If any Impacts require mitigation,thenyou MUST fill out Section D of this form.
6a.Project Is In which protected basin?
® Neuse ❑ Tar -Pamlico ❑ Catawba ❑ Randleman ❑ Other.
6b.
6c.
6d.
6e.
6f.
6g.
Buffer impact
number—
Reason
Buffer mttlgation required?
Zone 1 Impact
Zone 2 Impact
Permanent (P) or
for
Stream name
(square feet)
(square feet)
Temporary
Impact
P
Sewer
une
UTI to Poplar
Creek
No
1252
1a3.5
P
Sewer
UT2 to Poplar
No
527.4
0
une
Creek
6h. Total buffer Impacts
1779.4
183.5
61. Comments: Impacts are due to a proposed perpendicular sewer line crossing shown on attached map sheets 3 of 8.
Page 5 of 10

D. Impact JustMication and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Avoidance and minimization methods include: hand clearing In Neuse buffer areas, crossing streams at 90-degree
angles, burying the proposed sewer line relocation below grade and restoring stream channel following construction, and
avoidance of impacts to delineated wetland areas.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Construction avoidance and minimization techniques Include: 1) Burying the sewer force main below grade and restoring
stream bed following construction, 2) Hand clearing in Neuse Buffer areas, 3) Installation of orange fabric fencing (or the
like) will be utilized to ensure that jurisdictional areas are not impacted, and 4) Use of appropriate erosion control methods
to protect water quality
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the Stab
2a. Does the project requlre Compensatory Mitigation for
Impacts to Waters of the U.S. or Waters of the State?
❑ Yes ® No
2b. If yes, mitigation Is required by (check all that apply):
❑ DWQ ❑ Corps
2c. If yes, which mitigation option will be used for this
per?
❑ Mitigation bank
❑ Payment to inaieu fee program
❑ Permittee Responsible Mitigation
3. Complete If Using a Mitigation Bank
3a. Name of Mitigation Bank: NA
3b. Credits Purchased (attach receipt and letter)
Type: Choose one
Quantity N/A
Type: Choose one
Quantlty N/A
Type: Choose one
Quantity N/A
3c. Comments: NA
4. Complete If Making a Payment to In-lieu Foe Program
4a. Approval letter from In-Ileu fee program is attached. ❑ Yes
4b. Stream mitigation requested: 0 linear feet
4c. If using stream mitigation, stream temperature: Choose one
4d. Buffer mitigation requested (DWQ only): 0 square feet
4e. Riparian wetland mitigation requested: 0 acres
4f. Non-riparian wetland mitigation requested: 0 acres
4g. Coastal (tidal) wetland mitigation requested: 0 acres
4h. Comments: WA
5. Complete if Using a Permittee Responsible Mitigation Plan
59. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
NA
Page 6 of 10

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
So. Will the project result in an impact within a protected riparian buffer that requires
❑ Yes ® No
buffer mitigation?
Ob. 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.
Od.
Be.
Zone
Reason for Impact
Total Impact
Multiplier
Required mitigation
(square feet)
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
tag. 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 M an approved In-lieu The fund).
WA
6h. Comments: No buffer mitigation is proposed because impacts are within the "allowable limits within the table of uses.
Page 7 of 10

E. Stormwater Management and DlRuse Flow Plan (required by DWQ)
1. DUN" Flow Plan
1a. Does the project Include or is It adjacent to protected riparian buffers Identified
® Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
1 b. ff yes, then Is a diffuse flow plan Included? If no, explain why.
Comments: The project will not result In installation of new Impervious surface or
❑ Yes ® No
stormwater discharges.
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
0%
2b. Does this project require a Stormwater Management Plan?
❑ Yes ® No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why: No new Impervious surface Is proposed.
A sediment and erosion and control plan is provided on sheet 8 of 8 of permit drawings..
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
NA
2e. Who will be responsible for the review of the Stormwater Management Plan?
NA
3. Certifled Local Government Stormwater Review
3a. In which local government's jurisdiction Is this project?
NA
❑ Phase II
3b. Which of the following locally -Implemented stormwater management programs
[3 USW
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ® No
attached?
4v DWQ Stormwater Program Review
❑ Coastal counties
4a. Which of the following state -implemented stormwater management programs apply
[3HOW
ORW
[3 RW
(check all that apply):
❑ Session Law 2006-246
❑ Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached?
❑ Yes ❑ No
S. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan most the appropriate requirements?
❑ Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 8 of 10
PCN Form — Version 1.3 December 10, 2008 Version

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project Involve an expenditure of public (federal/state/local) funds or the
® Yes ❑ No
use of public (federel/state) land?
1b. If you answered fres" 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 jres' 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:
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-the4act 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. WIN this project (based on past and reasonably anticipated future impacts) result In
❑ Yes ® No
additional development, which quid 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 DWO policy. If you answered 'no; provide a short narrative description.
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.
No wastewater discharge will be generated from the proposed project.
Page S of 10
PCN Form — Version 1.3 December 10, 2008 Version

3. Endangered Species and Designated Critical Habliat (Corps Requirement)
5a. WIII 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 Ofllce you have contacted.
NA
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat? North Carolina Department of Natural and Cultural Resources, Natural Heritage Program. See letter dated June
16, 2017.
6. Essential Fish Habitat (Corps Requirement)
8a. Will this project occur in or now an area designated as essential fish habitat? ❑ Yes ® No
6b. What data sources did you use to determine whether your site would Impact Essential Fish Habitat?
The proposed project takes place in Wake County which is not near any coastal or tidal habitat that would support EFH
(i.e. salt marshes, oyster reefs, etc.).
T. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. WIII this project occur M 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?
httpJ/gis.nodcr.gov/hpoweb/ A request for records review was submitted to State Historic Preservatlon Office on July 17,
2017, awaiting reply.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 year floodplain? ❑ Yes ® No
8b. If yes, explain how project meets FEMA requirements: NA
8c. What source(s) did you use to make the floodplain determination? httpJ/floodmaps.nc.govflmis/Map.aspx?FIPS=183
Eric Black
6 L/�
08/4/2017
c�
Applicant/Agenrs Printed Name
(Agenfs signature Is vend only e�,sutho t Signature Iefbar *= the applicant
Date
Is provided.)
Page 10 of 10

CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT
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GRASSHOPPER ROAD
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OFRA<cI
�CARO�
SHEETINDEX
COYER SHEET VICINITY MAP AND SHEET INDEX ---------------
-----_C1
PRQIECT LOCATION MAP. LEGEND. AND GENERAL NOTES ----------------G2
16' SANITARY SEMER FORCE MAIN ---------------------------Cl
FORCE NAI/ DETAILS ----------------------------------DI
FORCE MAIN DETAILS ----------------------------------D2
EROSION CONTROL DETAILS -------------------------------D3
EROSION CONTROL DETAIi--------------__----------_--__D4
EROSION CONTROL DETAILS -------------------------------Ds
AA
OWNER:
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
NUMBER OF LOT(S)
Addnas: One Eadl w Plaza
LOT NUMBER(S) BY
SMNB 820
PHASE
PAISV1, NC 27801
NUMBER OF UNITS
MelNnp Addro : P.O. Bax 690
LIVABLE BUILDINGS
Rabiph, NC 27802
OPEN SPACE?
Phoov: (919) 9964840
tN CAb'a-"�
Fax 19 99&1868
�tt s
PUBLIC WATER (LF)
N/A
PUBLIC SEWER (LF)
PUBLIC UTILITIES DIRECTOR
PUBLIC STREET (LF)
ROBERT MASSENGILL
hl �Iza�
N/A
(LF)
4MPM4&CRM)
STREET SIGNS (LF)
1730 V.* b, RoWlIk Mw1h C-9. 27606
WATER SERVICE I
F-1322
STUBS
MCKIM 8 CREED PROJECT NO. 05024M
SHEETINDEX
COYER SHEET VICINITY MAP AND SHEET INDEX ---------------
-----_C1
PRQIECT LOCATION MAP. LEGEND. AND GENERAL NOTES ----------------G2
16' SANITARY SEMER FORCE MAIN ---------------------------Cl
FORCE NAI/ DETAILS ----------------------------------DI
FORCE MAIN DETAILS ----------------------------------D2
EROSION CONTROL DETAILS -------------------------------D3
EROSION CONTROL DETAIi--------------__----------_--__D4
EROSION CONTROL DETAILS -------------------------------Ds
AA
NUMBER OF LOT(S)
N/A
LOT NUMBER(S) BY
N/A
PHASE
NUMBER OF UNITS
N/A
LIVABLE BUILDINGS
N/A
OPEN SPACE?
N/A
NUMBER OF OPEN
N/A
SPACE SLOTS
PUBLIC WATER (LF)
N/A
PUBLIC SEWER (LF)
147
PUBLIC STREET (LF)
N/A
PUBLIC SIDEWALK
N/A
(LF)
STREET SIGNS (LF)
N/A
WATER SERVICE I
N/A
STUBS
SEWER SERVICE
N/A
STUBS
90% DESIGN
NOT FOR CONSTRUCTION
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PROJECT LOCATION MAP
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LEGEND
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Water Resources
ENVIRONMENTAL QUALITY
May 15, 2017
KRJ, Inc.
246 Valleyfield Lane
Southern Pines, NC 28387
Julian R. Williamson
2305 White Oak Road
Raleigh, NC 27608
ROY COOPER
MICHAEL S. REGAN
sev.%W7.
S. JAY ZIMMERMAN
:) --
Subject: Buffer Determination
NBRRO #17-139
Wake County
Determination Type:
Buffer Call
Isolated or EIP Call
® Neuse (15A NCAC 2B .0233)
❑ Ephememl/lotermittent/Perennial
❑ Tar -Pamlico (15A NCAC 2B .0259)
Determination
❑ Jordan (15A NCAC 2B .0267)
❑ Isolated Wetland Determination
Project Name: Grasshopper Road Force Main Relocation
Location/ 4927 Stonewood Pines Drive (north of
Directions: Grasshopper Rd) and 1817 Carl Williamson Rd
(south of Grasshopper Rd). Subject area is east of
Carl Williamson Rd along Grasshopper Rd
Subject Stream Poplar Creek
Determination Date: Staff:
May 15, 2017 Laura Robertson
State of North Carolina Envirotunental Quality Water Resourm
1628 Mail Service Center ; Raleigh. North Carolina 27699-1628
919 791 4200

.6
•FJYrn - Ephcmcm1fttaminenVPa=ie1
Explanation: Feature A is present on the subject site as a perennial stream. Feature B is present
as indicated on the soils map near the road; it becomes intermittent at a knickpoint flagged and
marked by GPS by SEPI and DWI.
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 cto 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 Laura Robertson at
[phone].
Resp y,
Danny Smi Supervisor
Water Quality Section
Raleigh Regional Office
CC.* RRO/SWP File Copy
Eric Black, SEPI Engineering & Construction,
1025 Wade Avenue, Raleigh, NC 27605
Not
Subject
Subject
To
gyp*
Start@
Stop@
NRCS
Soil
USGS
To
Buffers
SurveyTapo
Topo
Buffers
Feature A
X
p
Throughout
Throughout
X
X
(Poplar Creek
Feature B
I
I X
I I
I Flagging
X
•FJYrn - Ephcmcm1fttaminenVPa=ie1
Explanation: Feature A is present on the subject site as a perennial stream. Feature B is present
as indicated on the soils map near the road; it becomes intermittent at a knickpoint flagged and
marked by GPS by SEPI and DWI.
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 cto 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 Laura Robertson at
[phone].
Resp y,
Danny Smi Supervisor
Water Quality Section
Raleigh Regional Office
CC.* RRO/SWP File Copy
Eric Black, SEPI Engineering & Construction,
1025 Wade Avenue, Raleigh, NC 27605

N�BRRO#17-139
0 45-2017

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FeaturetSubject,Beginning
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North Carolina Department of Natural and Cultural Resources
Natural Heritage Program
Goverrior Roy Cooper Secretary Susi H. Hamiton
NCNHDE-3733
June 16, 2017
Elisabeth Webster
SEPI Engineering and Construction
1025 Wade Ave,
Raleigh, NC 28501
RE: Grasshopper Force & Main Relocation ; SE 17.068.00
Dear Elisabeth Webster:
The North Carolina Natural Heritage Program (NCNHP) appreciates the opportunity to provide information
about natural heritage resources for the project referenced above.
A query of the NCNHP database, based on the project area mapped with your request, indicates that there are
no records for rare species, important natural communities, natural areas, or conservation/managed areas
within the proposed project boundary. Please note that although there may be no documentation of natural
heritage elements within the project boundary, it does not imply or confirm their absence; the area may not have
been surveyed. The results of this query should not be substituted for field surveys where suitable habitat exists.
In the event that rare species are found within the project area, please contact the NCNHP so that we may
update our records.
The attached 'Potential Occurrences' table summarizes rare species and natural communities that have been
documented within a one -mile radius of the property boundary. The proximity of these records suggests that
these natural heritage elements may potentially be present in the project area if suitable habitat exists and is
included for reference. Tables of natural areas and conservation/managed area within a one -mile radius of the
project area, if any, are also included in this report.
Please note that natural heritage element data are maintained for the purposes of conservation planning, project
review, and scientific research, and are not intended for use as the primary criteria for regulatory decisions.
Information provided by the NCNHP database may not be published without prior written notification to the
NCNHP, and the NCNHP must be credited as an information source in these publications. Maps of NCNHP
data may not be redistributed without permission.
The NC Natural Heritage Program may follow this letter with additional correspondence if a Dedicated Nature
Preserve (DNP), Registered Heritage Area (RHA), Clean Water Management Trust Fund (CWMTF) easement,
or Federally -listed species are documented near the project area.
If you have questions regarding the information provided in this letter or need additional assistance, please
contact Rodney A. Butler at rodney.butler _ncdcr.gov or 919.707.8603.
Sincerely,
NC Natural Heritage Program
MAILING ADDRESS: Telephone: [phone] LOCATION:
1651 Mai Service Center www.ncnhp.org 121 West Jones Street
Raleigh, NC 276991651 Raleigh, NC 77603

A
Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Within a One -mile Radius of the Project Area
Grasshopper Force & Main Relocation
Project No. SE17.068.00
June 16, 2017
NCNHDE-3733
Element Occurrences Documented Within a One -mile Radius of the Project Area
Taxonomic EO ID Scientific Name Common Name Last Element Accuracy Federal
State Global State
Group Observation Occurrence Status
Status Rank Rank
Date Rank
Dragonfly or 32043 Coryphaeschna ingens Regal Darner 2004 -Pre H? 5 -Very ---
Significantly G5 S2?
Damselfly Low
Rare
Natural 29776 Piedmont Bottomland --- 2002-05-29 BC 3 -Medium ---
--- G2? S2
Community Forest (Typic Low
Subtype)
Natural 29775 Piedmont Levee Forest --- 2002-05-29 BC 3 -Medium ---
--- G3G4 S3S4
Community (Typic Subtype)
Natural Areas Documented Within a One -mile Radius of the Project Area
Site Name Representational Rating Collective Rating
Neuse River (Clayton) Forests R5 (General) C4 (Moderate)
Managed Areas Documented Within a One -mile Radius of the Project Area
Managed Area Name Owner Owner Type
Triangle Land Conservancy Preserve Triangle Land Conservancy Private
Definitions and an explanation of status designations and codes can be found at http /Incnhde nat ur c ry oro/ Writ n /h lo. Data query generated on June 16, 2017, source: NCNHP, D2 April 2017. Please resubmit your
information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database.
Page 2 of 3

L
NCNHDE-3733: Grasshopper Force & Main Relocation
June 16, 2017
Project Boundary
Buffered Project Boundary
NHP Natural Area (NHNA)
Managed Area (MAREA)
Page 3 of 3
1:20,516
0 0.175 0.75 0.7 ml
00.275 0.55 1.1 km
Bwcw Ern. NEfE. MLwn�. Ilil�nlAp. Wwsll 0 ^ap.: SB VS
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mrtMw� �1E M OB lMr CarrwvKy
g
x F
vEti.�'c
June 16, 2017
Project Boundary
Buffered Project Boundary
NHP Natural Area (NHNA)
Managed Area (MAREA)
Page 3 of 3
1:20,516
0 0.175 0.75 0.7 ml
00.275 0.55 1.1 km
Bwcw Ern. NEfE. MLwn�. Ilil�nlAp. Wwsll 0 ^ap.: SB VS
FW NV6. NRUN. O�aBr�. roll NEJwr HL. Oras Envy Eve lyw
I.ETI EM GIw IHorp Mogl. rwrtpe. MsmNrW D Oan9uwAl�p
mrtMw� �1E M OB lMr CarrwvKy

4
Celebrating 15 Years
SEPI
ENOINE[RINO:
CONfTRUBTION
AGENT AUTHORIZATION FORM
All Blanks to Be Filled in By the Current Landowner or
Municipal Official
Name:
Address
1aA P -A N C. -L71P D 2 -
Phone: Ofi g —0,910 — 3 �9
Project Name/Description: Grasshopper Rd. Force Main
SEPI Project # SE17.068.00
Date:
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
P.O. Box 1890
Wilmington, NC 28402
Attn: Tasha Alexander
Field Office: Raleiah
Re: Wetlands and Streams Related Consulting and Permitting
To Whom It May Concern:
I, the current landowner or municipal official, hereby designate and
authorize SEPI Engineering & Construction, Inc. to act in my behalf
as my agent in the processing of permit applications, to furnish
upon request supplemental informat'on in suppo t of ap lications,
etc. from this day forward. The Mday of
This notification supersedes any previous correspondence
concerning the agent for this project.
Notice: This authorization, for liability and professional
courtesy reasons, is valid only for government officials to
enter the property when accompanied by SEPI staff. You
should call SEPI to arrange a site meeting prior to visiting
the- site. t
BY: 0J d hPx2� Goo dM t In BY: Z�L1�A751&ll/
Print Name of Landowner or Sign re of Lan owner or
Municipal Official's Name Mun' ipal Official
1025 Wade Avenue I Raleigh, NC 127605 1 Phone: [phone] Fax: [phone]
seplengineering.com 10SEPlengineers

CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT
PROJECT AREA
PUBLIC
SEWER COLLECnoN EXTENSION SYSTEM
TIE aTv OF RALEIGH CONSENTS TO THE
CONNECTION AND EXTENSION OF THE aTY's PUBLIC
SEWER SYSTEM AS 94OWN ON THIS PLAN. THE
MATERIAL AND CONSTRUCTION METHODS USED FOR
THIS PROJECT 9IALL CONFORM TO THE STANDARDS
AND SPECIFICATIONS OF THE CIM PUBLIC UTILITY
HANDBOOK.
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT PERMIT
AUTHORIZATION TO CONSTRUCT
DATE
ATTENTION CONIRACTOM
THE CONSTRUCTION CONTRACTOR RESPONSIBLE
FOR THE EXTENSION OF WATER.SEWER. AND/OR
REUSE, AS APPROVED IN THESE PLANS. Is
NE'SPONSBIE FOR CONTACTING THE PUBLIC
WORKS DEPARTMENT AT 2U-096-2�OB. AND
THE PUBLIC UTILITIES DEPARTMENT AT
BTC-IIe-SSW AT LEAST TWENTY FOUR HOURS
PRIOR TO BEGINNING ANY OF THEIR
CONSTRUCTION.
FAILURE TO NOTIFY BOTH THE CITY DEPARTMENTS
IN ADVANCE OF BEGINNING CONSTRUCIWN. WILL
RESULT IN THE ISSUANCE OF MONETARY FINES,
AND REQUIRE REINSTALLATION OF ANY WATER OR
SEWER FACILITES NOT INSPECTED AS A RESULT
OF THIS NOTIFICATION FAILURE
FAILURE TO CALL FOR INSPECTION. INSTALL A
DOWNSTREAM PLUG HAVE PERMITTED PLANS ON
THE JOBSITE OR ANY OTHER VIOLATION OF CITY
OF RAFxIN STAt DARDS WILL RESULT IN A ML
ABQ., IXM IISION FROM FUTURE WORK IN
THE CITY OF RAI]GL
GRASSHOPPER ROAD
FORCE MAIN
RELOCATION
AUGUST 2017
�O F R q
Al
CAROB,
OWNER:
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
Address: One Exchange Plaza
Suite 620
Raleigh, NC 27601
Mailing Address: P.O. Box 590
Raleigh, NC 27602
Phone: [phone]
Fax: [phone]
PUBLIC UTILITIES DIRECTOR
ROBERT MASSENGILL
v�M�IQM£�cREED
1730 Varsity Dr, Raleigh, North Carolina 27606
F-1222
MCKIM 8 CREED PROJECT NO. 0592-0062
SHEETINDEX
COVER SHEET VICINITY MAP AND SHEET INDEX_____________________ G1
PROJECT LOCATION MAP, LEGEND, AND GENERAL NOTES_______________ _ G2
16" SANITARY SEWER FORCE MAIN___________________________ C1
FORCE MAIN DETAILS __________________________________D1
FORCE MAIN DETAILS __________________________________D2
EROSION CONTROL DETAILS _______________________________D3
EROSION CONTROL DETAILS _______________________________D4
EROSION CONTROL DETAILS _______________________________D5
ptiEiLIC IMPROYI tJA�► `_
�tART'.
PHASE -NI METE t •
AHABE 1
NUMBER OF LOT(S)
N/A
LOT NUMBER(S) BY
PHASE
N/A
NUMBER OF UNITS
N/A
LIVABLE BUILDINGS
N/A
OPEN SPACE?
N/A
NUMBER OF OPEN
SPACE SLOTS
N/A
PUBLIC WATER (LF)
N/A
PUBLIC SEWER (LF)
147
PUBLIC STREET (LF)
N/A
PUBLIC SIDEWALK
(LF)
N/A
STREET SIGNS (LF)
N/A
WATER SERVICE
STUBS
N/A
SEWER SERVICE
STUBS
N/A
90% DESIGN
NOT FOR CONSTRUCTION
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
PERMIT 0
N
til
O
O
N
CD
Ul)
ti
fV

� GFin
S'
Po
L1
pp SG
Z P N
g
W JULIP DR A FO
$ Lu D Po
O p
Aew oft F FENCE DR
9� gQQ` a DR
PROJECT LOCATION
U
Q GRASSHOPPER RD 6
U ,p
U 'O 5
MIAL P ANION RD
oQ'
°,�F °zpq
O
HILLTOP RD N z
3
" PROJECT LOCATION MAP
N.T.S
GENERAL NO C•
1. ALL w7EWIAl• a COH•MICRON Y[11N006 SHALL BL: N ACCORDANCE WIN THE uaST CITY a RAIWM DESIGN
SIMOARo1 DETALS ! sENSWATWNs (NTSEDNLt ooIPDD HANDBOOL GaFNT EATON)
2 UWIITY SEPARATION REWEIONS
a) A DISTANCE O* ICE SHALL EE YAMANED E7lW1 SANITARY ESFR a ANY PRIVATE 11 PUBLIC WATER SUPPLY
OR ANYONE A SAWIMRY SEWER PAS= OVER A
DED IG ON EAM 90E OF OWSM LRIST BE 94MFED
SON ALL SANITARY SERER At SAIRN SEWER FACILITIES.
M t RCP STOW DUAN CRWNI05; MAINTAIN 214• MRL
MOnrAL WMAI M AT ALL WAMMOM ! RCP SMM DEMN OWBO NOQ MANNAN Be HM. VERIICAL
AT YALL WIRYIOO5ERORCP S7OW1 GRAN aummuft MAINTAIN ZC MK VERTICAL SEPARATIONSPAME
GRAN CIIOSOM WIODE ADEQUATE SEPAIATONS CANNOT E ACHIEVED.
SM" DIP MATERIALS Is CONOETE CRANE "Awn r SIL azmmm
l aC°aMOO1 IRDERGRaIRo uW= SHALL OR= WATER t EWER PAM= YM Ir NEL WWWOL SEN
PARAIN
MDI 318TAIAILD WA1FAa/OR SODt TINTS, INE UOOMWAL SEPARAIWN OLTS USERS OWL E TIF. F
INS UPAWATM CAIIDi ILE YMITA►O) OIE 10 OWCONKNOM TE VARIATION ALLOWED 6 THE WATER
MAIN N A SEPARATE: WOW WITH M ELEVATION OF THE UAW MAN AT LEAST Ir ADM THE TOP IF IE
SETTER ! MUSIER T DE APPUOBY THE PUBLIC UTSETES COMMON. (ALL =TAKES STATED ABOVE AE WARM
FROM Gnse TRAAEIER TD (UIWE DMIETEL)
x ANY MMM-RY FDD aw9ON3 ALE NXNEDT TO REVEW ! APPROVAL OF AN AMDWED RAN !/SIR PROFILE BY
THE CRY OF BALM Rau UNIES DEPARIIDR PRIOR TO CONSTRUCIM
s. SIF MMM COYER 6 MAW) M AL LATER MABs ! SEWER PORDE MANS AJT MMM COVER 6 IMMM
M ALL RSUE MNINC
L ALL DRUM (ORAL PERMITS APPLICABLE 10 THE PROJECT UST N OBTAINED MM NODWO, USACE !/OR FEMA
FOR ANY IPARWN SUlEC DEILN0 t/M PLOOORAN IMPACTS (RESPEDIIKETi PRIOR W CONSIRWIOL
L NCaOT / RAILROAD OIOtOACIWONT AGRFEOIIS ME fMMXtED FOR ANY UTILITY WORN (INCLUDING MAIN
EIIB19O15 t WEWV TNS) GRIM STALE OR R1IL1DM BOW PRIOR
70 CONSTRUCTION.
7. OONNACIOR N PDD %VAN SIM DEPM LOCATION wTENA . AM OOMXTICN OF ALL UNDERGROUND UTILITIES
PRIOR 10 TIE START OF OM61RUC110N.
L E IEWM OF NWOT PROPOSED OLLVERT REPLACEMENT PRONEOT SWM BASED UPON SKETCH RECEIVED YARN 1%
2017 FROM HCDM.
9 THE CONTRACTOR SHALL CAREFULLY SUPPORT AND PROTECT ANY UWUWL 31RUCN06. POW PONS. PPE
LUES. AND OW Un WHICH MAY E ENCOUNTERED MMM OOMPLEDM OF THE WOOL ANY DAMAGE RMLIIIG
FROM TE cGHwACTaRs OPERATIONS MAL N WARM BY THE CONTRACTOR TO THE SATWWV M SIF THE
ENO MM AT THE OOMIRACIORY EXPENSE
SE
10 CONNACTON SHALL NEWT AL O UT MAILBOXES. NOW PROPERTY NOL ETC. ENE COSr MMM FOR
DICK MMMAL ITEMS SHALL BY INCLUDED N UNIT PNCE BLD nOM
AL1. THE CMIRACMR MALL E EEROMTHEMZCITY FOR OMPLVM WHIN ALL PROCEDURES, PRACIR= AND WDMS OF
OMMnRUCM AS WTAIM MyNMN CAROLINA OM M a WATER IIES"C SOF HAD TIE IHS ARMY OWORTH CZMMOPS DMMML DEPARTMENT OF TA110/1. TIE
12. CONTRACTOR GALL MTILL ENo9O CDWMM. ME••••• PURR TO THE STMT a iNRTIOIL
CO6
11 ACCESS M EACH RESOMM AND !IMM MALL BE MAINTAINED AT ALL REB.
14. AL CMYL M AREAS WARM OF PAVEMENT SIAL BL: PF M WITHIN 21 CALENDAR DAYS, PERMANENT
WOUND COVED FOR ALL OISIU® REAS MNL BE ESTABLISHED WREN 13 WdtlGD DAYS OR 21 CALENDAR
DAIS (weaEKR 6 saw") FMUMM OOPLETWN 4 OONSIRIICRON
IS CDN WM SHALL RACE ALL S'CL MA7W&L ON THE IIRNL SDE AWAY FROM ALL ROAD WE SHUTS.
CREORL URIM CMMM AND WILAND1
It ALL GBIILWIED ancH UES SGML K NMWM ROEWM IRLCIEA AND TACK COAT ASRan.
17. ALL EROSION CONTROL MEASURES 91NL E MAINTAINED MM)O OUT THE PROJECT AND UNTIL AN ACCEPTABLE
STAG OF CUSS 6 ESTABLISHED,
11 TEE PBOIECILOI SHALL E INSTALLED PRIOR 70 OONVYWCMK
TIL AL LAIRD OSDBMNLLS SH4LL E MAINTAINED SIM M PERMANENT AND IDOW RY FASEENIS AND UNITS
OF OSRNWA LE (IOD) AS NNGIM ON TIE PIANS MM SOO OE�
20, MO O SILT PMDE OURETS ((AS DETAILED ON OW DO NAIL DE UM AT ALL MFEAM AND ORN
QOSS/I0L PW410E REINFORCED WILETS ACID PIPGCM SLT FENCE N LOW LYING AREAS AND AT SURF
ARM CHANGES USS 1" 90 DOGREIS
21. CONTRACTOR STMT NOTIFY TDE COM OW). NLDOTUR , AND POAGENCIES (4E APPROVED POO= FOR
CONTACT 9WOBLMA7M) TWO !EIIS PIOOR(OIR
TO TIDE BL:1s9ND OP OSI6II000ROIC
OMM CITY OF RMEmH Rao MM DEPT.
COIUITWICROI PROEM A01•ISBLMOR
EXCHANGE LAZA. SINE Ew
RHR ac ("9) wms-s
22. TE CONTRACTOR MALL ODOWNAIE ALL SEIIVKi NDVLFlom MM CITY OF RALOM PLW C UILRES
DEPOnOR. CITY OF MM Ralf UBLIM DEPARTMENT SHALL E NOWED A INIAL OF NO HOURS PRIOR
TD ANY TEEMS® SERwa NTWawnM 10 AUDW TIME PM HOlnrAIM OF AFFECTED CU IRMSI . CITY OF
RALUC H SAL N RETPO tME FOR OPERATING ANY IM I VALVES.
23. IBMWARY MD PERMANENT DISTURBANCE WTIM LEVE MM IR IN AND MM NKR TNNUTmn SAL DE
LUM W AREAS AS 9arN a THE ORAE AD N WOMDAW E WITH ALL POW RDMAFMWV TSI.
SURVEY NOTES:
1. ALL WDAlOES SOW ARE HORIZONTAL MMM MTMMS N US SINEWY FEEL WASS OMMI STAIM)
2. MGM ! a= PEWUMM LEVEL D WMWADE UTILITY EMOD m W (9q N APRIL 2017 FOR "VEY NO
EX. UWJTY DATA 90101 M PLANS. TOPOMA14W INFORMATION OF EMIM FEARM ONFRW NCDOT ROW
AND PROPOSED UTILITY EASEMENT BOUNDARIES SURWM BY MOM AND CI®. APRIL. 2017.
S NO NO OO MMJMff 6 MM 2000' OF 9IYEIED TRACT.
A. ALL EAMIGS AE BASED M THE NORTH CAROU A STATE RASE COORONAIE SYSTEM (NAD 110 / 2011)
L INS 91RtYEY FEW== AND YAP PRIPARM WINMT TIE ODEM OF A IISE REPORT. TIS SURVEY 6
U&M 70 ANY FACTS AND EA7MON5 WARM MAY E 0600® BY A FIAL AND ACCURATE TIRE SEARCH.
L NDE ARE NO SLAIN. MEADS OR IaETM7BLS % N L
7. ALL EEVAIIO6 AIDE BASED OR CONTROL PONT /1 WIM A OVEN NFVAIM OF 180.07 (LAV/ 90).
L ONE FOOT 0ON70UR INTERVALS.
L NNIS PROPERTY 6 LOCAIM N FEMA FLOOD NAZ M ZONE 1 ZONE X ARE REAS DETERMINED TO DE OUTSIDE OF
TIE O00 -YEAR FLOOD PLAN ACCORDING 10 ROOD MMR RAA YM 3720176209 WIN M EFFLTRE DATE
OF 06/b2/DL
10. THIS PROPERTY 6 ZONED R TL
LEGEND
POLY VINYL CHLORIDE
RCP
ABBREVIATIONS
D
CAME TVPEDESTAL
SSMH
DRAIN _
SANITARY SEWER MANHOLE
STA
COo
CLEAN OUT
--- UNDERGROUND CABLE TV
AC
As
A
CONTROL PONT
)---
--- 7Vp1) --- DITCH UNDERGROUND PER RECORD CABLE N
— Ota E
BLV
ECEMENT
VALVE
IR REUBACK OF CURB
®
ELECTRIC MANHOLE
-------- PROPOSED EASEMENT
BO
w
BLOW OFF VALVE
CATCH BASE
•
END OF !FORMATION
----E---- UNDERGROUND ELECTRIC
C&S
CURB AND CUTTER
WATER METER
EXISTING FIE HYDRANT
--- Em) --- UUDFRORDMD PER RECORD ELECTRIC
OGIF
COMBINED GRD FACTOR
Y
PROPOSED FIRE HYDRANT
----FM---- UAERCROUEID FORCDAAN
CI rL
am
CINLET
CLQ
GAS YEIER
UNDIEROROUND PER RECORD FORCEMAIN
----o---- UNDERGROUND GAS
GIRD
CO
CENRUE OF ROAD
CLEAN OUT
W
HADHOIF
--- SDR) --- UNDEROMMD PER RECORD GAS
OPP
TED PLASTIC PIPE
rO
MAL BOE(
_������� UNDERGROUND GRAVITY SEWER
DI
DP
BEGIN
DUCTILE ION PPE
POWER POLE-
PROPERTY LME
DRIVE WAY
SANITARY SEWER MANHOLE
RIGHT OF WAY
E0�(T
EDGE OF GRAVEL
®PP
UNDERGROUND STORM DRAINAGE
W. EDP
EDGE OF PAVEMENT
®
STORM DRAIN MANHOLE
- . — . — . — . _ STREAM E
EX
EXISTING
8
TELEPHONE MANHOLE
- - - - r- - - - UNDERGROUND TELEPHONE
LP
FHA
LIGHT LE
FRE HYDRANT ASSEMBLY
M
TELEPHONE PEDESTAL
--- TMX --- UNDERGROUND PER RECORD TELEPHONE
FY
FORCE MAIN
TREE
TREE PR07ECMN FENCE
FO
FIBER OPTIC
dil
E705TRIf VALVE
�.. ..»....» TO BE ABANDONED
f1
GES
GUTTER LRE
GAS IEST STATION
---_U---- UNDERGROUND LVMNM
GUY TEElEVATION
M
PROPOSED VALVE
----W---- UDERG OUND WATER
NV
04MTCRY
WYQ
DOSING WATER METER
--- WSRI .--- UNDERGROUND PER RECORD WATER
PF
IRON POST FOUND
VILE
PROPOSE WATER METER
—W— UNDERGROUND PROPOSED WATER LRE
MB
MAL BOX
1.B
INLET PROMMIONS
�� UNITS OF DISTURBANCE
YN
ANM1N
...
WATTLE
— — — MAJOR CONTOUR
ONE
OVER READ ELECTRIC
— — — — MINOR CONTOUR
rwtivvn.'rrVrti✓Y. TREIIFE
PP
POWER POLE
PVC
POLY VINYL CHLORIDE
RCP
REINFORCED CONCRETE PPE
RAW. ROW
RIGHT OF WAYSTORM
SSMH
DRAIN _
SANITARY SEWER MANHOLE
STA
STATION
SUE
SUSESUFFACE UTILITY EMONNEEF&4
S/w
SIDE WALK
SVC
SERVICE
TC
TERRA COTTA
IN
TEST HOLE
TPC'
TREE PROTECTION FENCE
TYP
TYPICAL
UNIX
UNKNOWN
WV
WAIER VALVE
IBA
WATER METER
1
YARD FLET
>rA1 YVNOnuuNpi PML
DAIS WY 2017 SCALE we AAa
C" • ,, GRASSHOPPER ROAD
�UFM& FORCE MAIN RELOCATION YDE � IL -DED
�11W ,® 1HXRUDNTA:
CITY OF RALEIGH AnWRTKCAL
G2
1730 Varsky D"- suite 500 CHECKED AJP
v• RdGI North Card6o z7s08 PUBLIC UTILITIES DEPARTMENT PROJECT LOCATION MAP PROA MER ALP
RNs Nm1 _ Ror Ns �� 7 % y�.. '�"�� Phone: [phone], Fax: [phone] :
uCNM9« F-1222 GA GENERAL NOTES
mum 'N"fill's 1aY Al 90% DESIGN
zo17 wwW.mokimoreeM.oan LEGEND NOT FOR CONSTRUCTION C

CP
CONTROL PT/ 1 REBAR/CAP
NC OMD(NAD63/11)
N 724.241.48'
E 2.158.156.70'
ELEV. _ 18A6Y(NAVD88)
DB 11703• PG. 2174
SM 2005. PG. 2142
PIN 0 1752-84-2963
ZONED R-30
t30 LF OF GONG CASK
(SEE DETAIL MC -1 ON SHEET D2
18' 45' MJ DI VERT BEND
STA:0+47
16" 45' MJ DI VERT BEN
STA: 0+4
)
CONTRACTOR SMALL :::24'H
MOR'
C01lFItM LOCAl10t1, DEPTH. (10 Roue
I MATERIAL. AND CONDI110N 10'
OF EX 16" FORCE MAIN
` PRIOR To CONSTRUC710N
WATTLE SEE DETAIL
(SEE DETAIL SHEETS MCE-12 7HW MCE-15 ON D5)_
GIP
•x-IMS=-11%�-� 1M-_�•IM�-� � OY _-C/L �_- DIY__ ��
CLRD -
EP
-----T ----- T ----- T
R/W
16" 45' MJ DI HORI ti SEND
16"X16" TAPPING SLEEVE AND 16" GATE VALVE
(SEE DETAIL 111C3 ON SHEET D2 FOR CONNECTION DETAILS)
STA:0+00 ,91
----T-----T-----T-----T-----T-----
GRASSHOPPER RD. - SR 2511 TEMPORARY LINE -- -
(VARIABLE WIDTH R/W) 16' DI CAP RODDED BAC( TO
THRUST COLLAR
(SEE DETAIL MC -3 ON SHEET
02 FOR ABANDONMENT
DETAILS)
GENERAL NOTES,
1. STREAM CROSSING TO BE COMPLETED VIA OPEN CUT. CONTRACTOR
TO UTILIZE PORTA DAM OR OTHER APPROVED METHOD FOR
DIVERTING STREAM FLOW AROUND CONSTRUCTION AND EXPOSING
STREAM BOTTOM FOR PIPE INSTALLATION. CONTRACTOR SHALL
FOLLOW ALL PERMIT REQUIREMENTS FOR ST:LEAM CROSSING.
TEMPORARY AND PERMANENT DISTURBANCE WITHIN NEUSE RIVER
BUFFER AND NEUSE RIVER TRIBUTARIES SHALL BE LIMITED AS
SHOWN IN THE DRAWINGS AND IN ACCORDANCE LITH ALL PERMIT
REQUIREMENTS-
2.
EQUIREMENTS2. RESTORE STREAM BANK WITH CLASS I RIP RAP PER DETAIL
MCE-10 ON SHEET D4.
3. DEPTH OF EXISTING FORCE MAIN SHOWN BASED ON SURVEY SHOWN
ON DRAWINGS ENTITLED 'TOWN OF WENDELL WASTEWATER FACILITIES
IMPROVEMENTS 16' FORCE MAIN% DATED 06/30/93. CONTRACTOR
SHALL CONFIRM LOCATION, DEPTH, MATERIAL, AND CONDITION OF
EXISTING FORCE MAIN PRIOR TO CONSTRUCTION.
4. REMAINING PORTIONS OF EXISTING 16' FORCE MAIN AT PROPOSED
CULVERT CROSSING TO BE DRAINED, REMOVED. AND PROPERLY
DISPOSED OF AS A PART OF PROJECT.
5. FIELD INSTALLED JOINT RESTRAINT SUCH AS MEGA LUGS OR
APPROVED EQUAL FOR ALL MJ FITTINGS AND VALVES.
S. CONTRACTOR TO INSTALL POLY WRAP FOR ALL DUCTILE IRON RPE,
FITTINGS, AND VALVES.
7. CONTRACTOR SHALL INSTALL SLEEVES AND TRANSITION COURJNGS
(INCLUDING RESTRAINTS) WHICH MAY BE REQUIRED DUE TO PHASED
CONSTRUCTION.
S. CONTRACTOR SHALL INSTALL ALL LABOR, EQUIPMENT, AND
MATERIALS REQUIRED FOR TESTING OF THE NEW FORCE MAIN IN
ACCORDANCE WITH THE LATEST CORPUD STANDARDS LOCATIONS OF
TEIMPORARY TAPS FOR TESTING MUST BE APPROVED BY THE OWNER
PRIOR TO TESTING
9, CONTRACTOR SHALL ENCASE NEW FORCE MAIN UNDER UPPER
TRIBUTARY OF POPLAR CREEK IN CONCRETE AS SHOWN W DETAIL
MC -1 ON SHEET D2. AND EXTEND CONCRETE ENCASEMENT TO
5 -FEET BEYOND TOP OF STREAMBANKS, EITHER SIDE OF CROSSING.
10. INSTALL COIR MATTING IN LOCATIONS AS SHOWN ON PLAN.
11. DISTURBANCE SHALL NOT BE ALLOWED IN ANY WETLANDS SHOWN.
CONTRACTOR SHALL STORE EQUIPMENT AND MATERIALS CUTSDE OF
WETLAND BOUNDARIES AND RIPARIAN BUFFERS. CONTRACTOR SHALL
BE RESPONSIBLE FOR NOTIFYING THE ENGINEER IMMEDIATELY,
SHOULD DISTURBANCE OF WETLANDS OCCUR AND SHALL BE
RESPONSIBLE FOR THE COSTS OF REPAIRS AND FINES TO AGENCIES
HAVING JURISDICTION.
12, NOTIFY OWNER 48 -HOURS IN ADVANCE OF INSTALLATKXN OF
TEMPORARY LINE STOPS AND FORCE MAIN TIE-INS
18"x16' TAPPING
SLEEVE AND CATE
VALVE
CONTRACTOR SHALL DRAIN, REMOVE, AND PROPERLY
DISPOSE OF EXISTING FORM MAIN
(2) 16'IE1NDs90' MJ
(2
ROLLED 45'
PROPOSED 16
RJDIP FORCE MAIN
REVERSE TAP CONCEPTUAL DETAIL
(DETAIL FRONDCD Fp CCNCEPTUAL PURPOSES CNLY PARTS
AND CONNECTIONS SNOB» MAY DIFFER FRON ACTUAL DES()
N. TS.
190
186
186
184-
182
84182
180
178
176
114
172
17
-0+45
PLAN VIEW
HORIZ. SCALE 1'-20'
• UD1EL
PROPOSED 16' DI FORE MAIN
SHALL BE APPROXIMATELY 147
LF FROM EASTERN TAPPING
SLEEVE TO WESTERN TAPPING
SLEEVE" INCLUDING FITTINGS.
ALONG THE CENTER LINE OF
THE PIPE
Neuse River Buffer lmpKb
Ans,wrAw
aAaA¢w4ss.w•ns
Am.(sq hl
EDM
_
Isx,JTN
f Tie-/
hx•rn
rMw
wrn•WI.4
hFln••M•1
IF
wwrrl.n
TwpM
I.
w.wm
Nmr. FlIM
rnv.,s
Faavbn
Iw
Ex,r••n
YIWM
wlnro
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w.er
a M�
M
wsx.w
rw.nn.m
��
Mmwern
sw<,•.a.
Isaro
•mp,_T
SW MMm
IW
Twywwy
I."
Fa,r.q
.••r6s
w,o.w-
4ti,e
w••1.
•mr
a
a
Q
I 1w
Iff
•w r.x
.•w, oA rx,e,�n
16•ar_-
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r WA M
w WA _M�S
71w.
as
sJT.
GENERAL NOTES,
1. STREAM CROSSING TO BE COMPLETED VIA OPEN CUT. CONTRACTOR
TO UTILIZE PORTA DAM OR OTHER APPROVED METHOD FOR
DIVERTING STREAM FLOW AROUND CONSTRUCTION AND EXPOSING
STREAM BOTTOM FOR PIPE INSTALLATION. CONTRACTOR SHALL
FOLLOW ALL PERMIT REQUIREMENTS FOR ST:LEAM CROSSING.
TEMPORARY AND PERMANENT DISTURBANCE WITHIN NEUSE RIVER
BUFFER AND NEUSE RIVER TRIBUTARIES SHALL BE LIMITED AS
SHOWN IN THE DRAWINGS AND IN ACCORDANCE LITH ALL PERMIT
REQUIREMENTS-
2.
EQUIREMENTS2. RESTORE STREAM BANK WITH CLASS I RIP RAP PER DETAIL
MCE-10 ON SHEET D4.
3. DEPTH OF EXISTING FORCE MAIN SHOWN BASED ON SURVEY SHOWN
ON DRAWINGS ENTITLED 'TOWN OF WENDELL WASTEWATER FACILITIES
IMPROVEMENTS 16' FORCE MAIN% DATED 06/30/93. CONTRACTOR
SHALL CONFIRM LOCATION, DEPTH, MATERIAL, AND CONDITION OF
EXISTING FORCE MAIN PRIOR TO CONSTRUCTION.
4. REMAINING PORTIONS OF EXISTING 16' FORCE MAIN AT PROPOSED
CULVERT CROSSING TO BE DRAINED, REMOVED. AND PROPERLY
DISPOSED OF AS A PART OF PROJECT.
5. FIELD INSTALLED JOINT RESTRAINT SUCH AS MEGA LUGS OR
APPROVED EQUAL FOR ALL MJ FITTINGS AND VALVES.
S. CONTRACTOR TO INSTALL POLY WRAP FOR ALL DUCTILE IRON RPE,
FITTINGS, AND VALVES.
7. CONTRACTOR SHALL INSTALL SLEEVES AND TRANSITION COURJNGS
(INCLUDING RESTRAINTS) WHICH MAY BE REQUIRED DUE TO PHASED
CONSTRUCTION.
S. CONTRACTOR SHALL INSTALL ALL LABOR, EQUIPMENT, AND
MATERIALS REQUIRED FOR TESTING OF THE NEW FORCE MAIN IN
ACCORDANCE WITH THE LATEST CORPUD STANDARDS LOCATIONS OF
TEIMPORARY TAPS FOR TESTING MUST BE APPROVED BY THE OWNER
PRIOR TO TESTING
9, CONTRACTOR SHALL ENCASE NEW FORCE MAIN UNDER UPPER
TRIBUTARY OF POPLAR CREEK IN CONCRETE AS SHOWN W DETAIL
MC -1 ON SHEET D2. AND EXTEND CONCRETE ENCASEMENT TO
5 -FEET BEYOND TOP OF STREAMBANKS, EITHER SIDE OF CROSSING.
10. INSTALL COIR MATTING IN LOCATIONS AS SHOWN ON PLAN.
11. DISTURBANCE SHALL NOT BE ALLOWED IN ANY WETLANDS SHOWN.
CONTRACTOR SHALL STORE EQUIPMENT AND MATERIALS CUTSDE OF
WETLAND BOUNDARIES AND RIPARIAN BUFFERS. CONTRACTOR SHALL
BE RESPONSIBLE FOR NOTIFYING THE ENGINEER IMMEDIATELY,
SHOULD DISTURBANCE OF WETLANDS OCCUR AND SHALL BE
RESPONSIBLE FOR THE COSTS OF REPAIRS AND FINES TO AGENCIES
HAVING JURISDICTION.
12, NOTIFY OWNER 48 -HOURS IN ADVANCE OF INSTALLATKXN OF
TEMPORARY LINE STOPS AND FORCE MAIN TIE-INS
18"x16' TAPPING
SLEEVE AND CATE
VALVE
CONTRACTOR SHALL DRAIN, REMOVE, AND PROPERLY
DISPOSE OF EXISTING FORM MAIN
(2) 16'IE1NDs90' MJ
(2
ROLLED 45'
PROPOSED 16
RJDIP FORCE MAIN
REVERSE TAP CONCEPTUAL DETAIL
(DETAIL FRONDCD Fp CCNCEPTUAL PURPOSES CNLY PARTS
AND CONNECTIONS SNOB» MAY DIFFER FRON ACTUAL DES()
N. TS.
190
186
186
184-
182
84182
180
178
176
114
172
17
-0+45
PLAN VIEW
HORIZ. SCALE 1'-20'
• UD1EL
PROPOSED 16' DI FORE MAIN
SHALL BE APPROXIMATELY 147
LF FROM EASTERN TAPPING
SLEEVE TO WESTERN TAPPING
SLEEVE" INCLUDING FITTINGS.
ALONG THE CENTER LINE OF
THE PIPE
Neuse River Buffer lmpKb
site Buffer
Am.(sq hl
Arealaaml
I zone I
1252.0
0..
Zone 2
183.5
0.000
2 Zone 1
527.4
0.01
Zone 2
0
0.00
STA 1+37 OFFSET •_ 16'x16" TAPPING SLEEVE AND 111" GATE VALVE
16' 90' DI BEND Rp l m 45' (SEE DETAIL MIC -3 ON SHEET D2 FOR CONNECTION DETAILS)
Is" 90:� STA:1+34 OFFSET 4'
EXTENDS BEYOND
LIMITS
/ LT18)
-16' DI CAP RODDED BACK TO THRUST DOLLAR -- ----- r _
(SEE DETAIL MC -3 ON SLEET D2 FOR ARMMGMDR OETALS
COP MATTING SHALL BE INSTALLED w(111N ALL LIMHS OF RsmwS__
(SEE DETAIL MCE-8 ON SHEET D4)
e wr•xaas•sx:rrT __
0+00
PROFILE VIEW
HORIZ. SCALE: 1"-20'
VERT. SCALE 1"-2'
1+00
490
488
486
484
82 2'
-480
-478 C
-476
-174 2'
-172
IIS 7O 4,
1+90 SCALE: 1'-2' (Vat.)
ZO' 0 20' 40'
SUM 1'-20' (HoN1J
1. ALL TRENCHING SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT
HANDBOOK, UNLESS OTHERWISE NOTED IN THESE DRAWINGS.
2.ALL PIPE INSTALLATION SHALL BE BY OPEN CUT. ANY ALTERNATIVE PIPE INSTALLATION TEd010UF5 SHALL BE APPROVED BY
THE CITY OF RALEIGH PRIOR TO IMPLEMENTATION.
3.ALL VEGETATION SHALL BE CLEARED BY HAND WITHIN THE ZONE 1 BUFFER AREAS PRIOR TO CONDUC71MG ANY TRENCHING
ACTIVITIES WITHIN THIS BUFFER CORRIDOR.
4.BACKFILL WITH NATURAL BED MATERIALS AT ALL LOCATIONS WHERE STREAM OR CHANNEL ARE DISTURBED BY TRENCHING
ACTIVITIES,
5.THERE IS THE POTENTIAL PRESENCE OF BOULDERS AND COBBLES WITHIN THE PIPE ALIGNMENT. THE CONTRACTOR SHALL
PROPERLY REMOVE AND DISPOSE OF ANY BOULDERS OR COBBLES ENCOUNTERED WITHIN THE RPE TRENCH AND SHALL NOT
RETURN THESE AS BACKFILL MATERIALS. BOULDERS OR COBBLES OUTSIDE OF THE RPE TRENCH SHALL BE TEMPORARILY MOVED
ONLY IF NECESSARY FOR EQUIPMENT ACCESS.
6.MINIMUM WIDTH OF TRENCH SHALL BE PIPE O.D. PWS 12 -INCHES. MAXIMUM WIDTH OF TRENCH SHALL BE RPE O.D. PLUS
24 -INCHES. FOR TRENCES REQUIRING SHORING AND BRACING. DIMENSIONS SHALL BE TAKEN FROM THE INSIDE FACE OF THE
SHORING AND BRACING.
7.RPE BEDDING SHALL CONSIST OF AT LEAST 6 -INDIES OF WASHED, NO. 57 STONE FOR RESTRAINED JOINT, DUCTILE PON PPE.
AT LEAST 9 -INCHES OF WASHED, NO. 57 STONE SHALL BE PROVIDED TO ALLOW FOR ADDITIONAL DEPTH OF BALL JOINT RPE
BELL HOLES F ROCK IS ENCOUNTERED. THE TRENCH SHALL BE MADE 12 -INCHES LOWER THAN THE OUTER BOTTOM OF THE
RPE. AND 12 -INCHES OF WASHED. NO. 57 STONE SHALL BE PROVIDED. PIPE BEDDING SHALL BE PLACED IN NO THICKER THAN
EIGHT (8) INCH LOOSE LETS AND COMPACTED TO 95 PERCENT OF STANDARD PROCTOR MAXIMUM DRY DENSITY AT (+/-) 3
PERCENT OF OPTIMUM MOISTURE CONATIONS AS DETERMINED BY ASTM D698.
&SELECT PIPE BACKFILL SHALL BE PROVIDED FOR HAUNCHING AND INITIAL BACKFILL OF THE PIPE. SELECT FILL SHALL BE USED
TO A MINIMUM OF 12-I14CHES ABOVE THE RPE SELECT BACKFILL SHALL CONSIST OF WASHED, NO. 57 STONE OR SOILS HAVING
USCS CLASSIFICATIONS SP, SW. GP. OR GW. HAUNCHING, AND INITIAL BACKFILL SHALL BE PLACED IN NO THICKER THAN EIGHT
(e) NCIH LOOSE LIFTS AND COMPACTED TO 95 PERCENT OF STANDARD PROCTOR MAXIMUM DRY DENSITY AT (+/-) 3 PERCENT
OF OPTIMUM MOISTURE CONDITIONS AS DETERMINED BY ASTM D89& GEOTEXTILE SEPARATION FABRIC SHALL BE INSTALLED ON
TOP OF STONE FOR SELECT RPE FILL BENEATH PAVED AREAS
9.GENERAL TRENCH BACKFILL SHALL BE FREE OF ORGANICS, DEBRIS OR 07HER DELETERIOUS MATERIALS AND FRAGMENTS OF ROCK,
CEMENTED/CONCRETED SOILS, OR IN -TACT PIECES OF COHESIVE ESIVE SOILS EXCEEDING 3 -INCHES IN LONGEST DIMENSION. ON-SITE
SOILS UTILIZED FOR GENERAL TRENCH BACKFILL SMALL BE DRIED PRIOR TO PLACEMENT AND COMPACTION IF OBSERVED TO BE
SIGNIFICANTLY WET OF OPTIMUM. GENERAL TRENCH BACKF L SHALL BE PLACED IN NO THICKER THAN EIGHT (8) INCH LOOSE
LIFTS AND COMPACTED TO 95 PERCENT OF STANDARD PROCTOR MAXIMUM DRY DENSITY AT (+/-) 3 PERCENT OF OPTIMUM
MOISTURE CONDITIONS AS DETERMINED BY ASTM D698. THE UPPER 12 -INCHES OF FILL SOILS UNDER PAVEMENTS AND
SIDEWALKS SHOULD BE COMPACTED TO AT LEAST 98 PERCENT OF STANDARD PROCTOR MAXMUM DRY DENSITY AS DETERMINED
BY ASTM D698. SOILS HAVING USCS CLASSRiCATiONS OF MH OR CH, IOUID LIMITS EXCEEDING 50, OR PLASTICITY INDICES
EXCEEDING 15 SHALL NOT BE USED VA74N THE UPPER 12 INCHES BENEATH PAVEMENTS AND SIDEWALKS.
10.FOR TRENCHING WITHIN THE UPPER TRIBUTARY OF POPLAR CREEK, RPE BEDDING AND SELECT BACKFILL SHALL BE AS SHOWN
ON THE DRAWINGS AND INCLUDE AN ADDITIONAL 3() -INCHES OF CUSS 11 SOILS IN THE SELECT TRENCH BACKFILL
11. BACKFILL IN NCDOT RIGHTS-OF-WAY SHALL COMPLY LITH THE NCDOT ENCROACHMENT AGREEMENT REQUIREMENTS AND
STANDARDS FOR MATERIAL TYPE AND COMPACTION.
>� ,A',VA CM01No• OF RA GRASSHOPPER ROAD
`'', _ 1VFIm1�ICREED �� FORCE MAIN RELOCATION
= �� _ 1730 VvNty Drive, Suits 500 CITY OF RALEIGH
»
sr'. =a Raei9h. North CoraNRo 27606 r� PUBLIC UTILITIES DEPARTMENT 16SANITARY SEWER
oox aEsw - .a .o. •6..T ar•Trn1 on
7 %•`�� Phe: [phone], F= [phone] q
Los o0vo: - •m rce oamau,kr 1 e4%•'p'�
• ,�rq P-�tpLicense: F-1222�i qaO FORCE MAIN
�s'a' soz SL� µio0'i www.mckimueed.com
ALL CON-LICTKNN TO BE INACCORDANCE - ALL
CITY OF RALEIGH AND/OR NCDOT STANDARDS AND
SPECIFICATIONS.
EDATL'fDOH
SCALEHptIZONTALX'-2p'vfRTICAl ,'-2'
sTATus. g0% DESIGN `"'°'
NOT FOR CONSTRUCTION C
I 1w
Iff
Em
`lill w, I at, �'�I-IIrAff
r WA M
w WA _M�S
71w.
bi
45- Of HORli BEND_
STA:0+47
45' DI HORIZ. BEND
*30 LF OF CASI
0+00
PROFILE VIEW
HORIZ. SCALE: 1"-20'
VERT. SCALE 1"-2'
1+00
490
488
486
484
82 2'
-480
-478 C
-476
-174 2'
-172
IIS 7O 4,
1+90 SCALE: 1'-2' (Vat.)
ZO' 0 20' 40'
SUM 1'-20' (HoN1J
1. ALL TRENCHING SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT
HANDBOOK, UNLESS OTHERWISE NOTED IN THESE DRAWINGS.
2.ALL PIPE INSTALLATION SHALL BE BY OPEN CUT. ANY ALTERNATIVE PIPE INSTALLATION TEd010UF5 SHALL BE APPROVED BY
THE CITY OF RALEIGH PRIOR TO IMPLEMENTATION.
3.ALL VEGETATION SHALL BE CLEARED BY HAND WITHIN THE ZONE 1 BUFFER AREAS PRIOR TO CONDUC71MG ANY TRENCHING
ACTIVITIES WITHIN THIS BUFFER CORRIDOR.
4.BACKFILL WITH NATURAL BED MATERIALS AT ALL LOCATIONS WHERE STREAM OR CHANNEL ARE DISTURBED BY TRENCHING
ACTIVITIES,
5.THERE IS THE POTENTIAL PRESENCE OF BOULDERS AND COBBLES WITHIN THE PIPE ALIGNMENT. THE CONTRACTOR SHALL
PROPERLY REMOVE AND DISPOSE OF ANY BOULDERS OR COBBLES ENCOUNTERED WITHIN THE RPE TRENCH AND SHALL NOT
RETURN THESE AS BACKFILL MATERIALS. BOULDERS OR COBBLES OUTSIDE OF THE RPE TRENCH SHALL BE TEMPORARILY MOVED
ONLY IF NECESSARY FOR EQUIPMENT ACCESS.
6.MINIMUM WIDTH OF TRENCH SHALL BE PIPE O.D. PWS 12 -INCHES. MAXIMUM WIDTH OF TRENCH SHALL BE RPE O.D. PLUS
24 -INCHES. FOR TRENCES REQUIRING SHORING AND BRACING. DIMENSIONS SHALL BE TAKEN FROM THE INSIDE FACE OF THE
SHORING AND BRACING.
7.RPE BEDDING SHALL CONSIST OF AT LEAST 6 -INDIES OF WASHED, NO. 57 STONE FOR RESTRAINED JOINT, DUCTILE PON PPE.
AT LEAST 9 -INCHES OF WASHED, NO. 57 STONE SHALL BE PROVIDED TO ALLOW FOR ADDITIONAL DEPTH OF BALL JOINT RPE
BELL HOLES F ROCK IS ENCOUNTERED. THE TRENCH SHALL BE MADE 12 -INCHES LOWER THAN THE OUTER BOTTOM OF THE
RPE. AND 12 -INCHES OF WASHED. NO. 57 STONE SHALL BE PROVIDED. PIPE BEDDING SHALL BE PLACED IN NO THICKER THAN
EIGHT (8) INCH LOOSE LETS AND COMPACTED TO 95 PERCENT OF STANDARD PROCTOR MAXIMUM DRY DENSITY AT (+/-) 3
PERCENT OF OPTIMUM MOISTURE CONATIONS AS DETERMINED BY ASTM D698.
&SELECT PIPE BACKFILL SHALL BE PROVIDED FOR HAUNCHING AND INITIAL BACKFILL OF THE PIPE. SELECT FILL SHALL BE USED
TO A MINIMUM OF 12-I14CHES ABOVE THE RPE SELECT BACKFILL SHALL CONSIST OF WASHED, NO. 57 STONE OR SOILS HAVING
USCS CLASSIFICATIONS SP, SW. GP. OR GW. HAUNCHING, AND INITIAL BACKFILL SHALL BE PLACED IN NO THICKER THAN EIGHT
(e) NCIH LOOSE LIFTS AND COMPACTED TO 95 PERCENT OF STANDARD PROCTOR MAXIMUM DRY DENSITY AT (+/-) 3 PERCENT
OF OPTIMUM MOISTURE CONDITIONS AS DETERMINED BY ASTM D89& GEOTEXTILE SEPARATION FABRIC SHALL BE INSTALLED ON
TOP OF STONE FOR SELECT RPE FILL BENEATH PAVED AREAS
9.GENERAL TRENCH BACKFILL SHALL BE FREE OF ORGANICS, DEBRIS OR 07HER DELETERIOUS MATERIALS AND FRAGMENTS OF ROCK,
CEMENTED/CONCRETED SOILS, OR IN -TACT PIECES OF COHESIVE ESIVE SOILS EXCEEDING 3 -INCHES IN LONGEST DIMENSION. ON-SITE
SOILS UTILIZED FOR GENERAL TRENCH BACKFILL SMALL BE DRIED PRIOR TO PLACEMENT AND COMPACTION IF OBSERVED TO BE
SIGNIFICANTLY WET OF OPTIMUM. GENERAL TRENCH BACKF L SHALL BE PLACED IN NO THICKER THAN EIGHT (8) INCH LOOSE
LIFTS AND COMPACTED TO 95 PERCENT OF STANDARD PROCTOR MAXIMUM DRY DENSITY AT (+/-) 3 PERCENT OF OPTIMUM
MOISTURE CONDITIONS AS DETERMINED BY ASTM D698. THE UPPER 12 -INCHES OF FILL SOILS UNDER PAVEMENTS AND
SIDEWALKS SHOULD BE COMPACTED TO AT LEAST 98 PERCENT OF STANDARD PROCTOR MAXMUM DRY DENSITY AS DETERMINED
BY ASTM D698. SOILS HAVING USCS CLASSRiCATiONS OF MH OR CH, IOUID LIMITS EXCEEDING 50, OR PLASTICITY INDICES
EXCEEDING 15 SHALL NOT BE USED VA74N THE UPPER 12 INCHES BENEATH PAVEMENTS AND SIDEWALKS.
10.FOR TRENCHING WITHIN THE UPPER TRIBUTARY OF POPLAR CREEK, RPE BEDDING AND SELECT BACKFILL SHALL BE AS SHOWN
ON THE DRAWINGS AND INCLUDE AN ADDITIONAL 3() -INCHES OF CUSS 11 SOILS IN THE SELECT TRENCH BACKFILL
11. BACKFILL IN NCDOT RIGHTS-OF-WAY SHALL COMPLY LITH THE NCDOT ENCROACHMENT AGREEMENT REQUIREMENTS AND
STANDARDS FOR MATERIAL TYPE AND COMPACTION.
>� ,A',VA CM01No• OF RA GRASSHOPPER ROAD
`'', _ 1VFIm1�ICREED �� FORCE MAIN RELOCATION
= �� _ 1730 VvNty Drive, Suits 500 CITY OF RALEIGH
»
sr'. =a Raei9h. North CoraNRo 27606 r� PUBLIC UTILITIES DEPARTMENT 16SANITARY SEWER
oox aEsw - .a .o. •6..T ar•Trn1 on
7 %•`�� Phe: [phone], F= [phone] q
Los o0vo: - •m rce oamau,kr 1 e4%•'p'�
• ,�rq P-�tpLicense: F-1222�i qaO FORCE MAIN
�s'a' soz SL� µio0'i www.mckimueed.com
ALL CON-LICTKNN TO BE INACCORDANCE - ALL
CITY OF RALEIGH AND/OR NCDOT STANDARDS AND
SPECIFICATIONS.
EDATL'fDOH
SCALEHptIZONTALX'-2p'vfRTICAl ,'-2'
sTATus. g0% DESIGN `"'°'
NOT FOR CONSTRUCTION C

REACTION BEARING AREAS FOR !HORIZONTAL WATER PIPE BENDS
BASED ON TEST PRE55M Or 200 F.5.1.
REACTION BEARING AREAS ARE IN SOUAKE
RET MEA%M IN A VERTICAL MANE IN THE
TRENCH SIDE AT AN ANGLE Or 90- TO THE
THRUST VECTOR.
LAX G'- 90 BEND VALUE FOR
HYDRANTS FOR ADDITIONAL
SAFETY FACTOR. W- I r
If j
QUANTITY TABLE
THRUST LOLLT
It,
9• MIN. .�..
CLEARANCE
RflNHR011G IRy1plNI!
Lao --ela rvAlelcm xaM rer!mem reul.mrt lo.
c-xc a -z. oa.rrt a,r-I
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Ia.IRt K P <' P
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b•tYwf�r 'd I•i C ]A
NOTES:
1. CONCRETE SHALL BE 3000 FV AND TRANSIT MM.
2. ROWORCING DARS SHALL BE DeFORMCD AND TED TOGETMER.
M
3. TRENCH BOTTOWIDTH IN VK3NTTY OF THRUST BLOCK INSTALLATION SHALL BE THE
MNIMUM WIDTH AS SHO" ON STANDARD DETALL W3.
4. BACKFILL TAMI'M IN C' LIFTS
FOR STANDARD DETAIL W-3,
5. THRUST COLLAR MAST BE FACTORY' CITY Q RALEIGH
WELDED ON BOTH ND15 KONG BOTH DEPAOMENT Or rUBI.IC UTILITRS
EDGE OF COLLAR AROUND
CMCu4rEWIWa. RESTRAINING COLLAR DESIGN DATA
FOR SEWER FORCE MAIN
GATE I TAPPING VALVE
3000 PSI SOLID CONORER SHALL BE
USED AS FOOTING FOR DUCTILE IRON
RPE.
TAPPING SLEEVE
51DE VIEW
VALVE
M.J. FITTING
1. CONCRETE SHALL NOT CONTACT
IALL
CITY OF RALEIGH ANDIOR MCDOT STANDARDS AND
SPECIFICATIONS.
DOLTS OR ENDS OF MECMANW/LL JOINT
r Nx Irtal
FITTINGS.
2. SEE STANDARD REACTION BLOCK!
Or RALEIGH
TABLES, W- 10 AND W- I I FOR AREA OF
DRARTWNT OF PU&IC unLfHCS
CONCRETE REQUIRED.
4' - 24' STANDARD TAPPING SLEEVE AND
VALVE A55EMBLY
q'-
SEROL FORCE MAIN
NO7ES
1. PLASTIC MARKER SHALL
BE GREEN IN COLOR.
2. MARKERS SHALL BE
LABELED RALEIGH
SEWER'
3. TO BE SPACED EVERY
300 FEET ON EACH SDE OF
ANY ROADWAY OR JUNCTION.
4. MARKERS SHALL BE
ROUND 4' IN DIAMETER.
STANDARD MAN MARKER FOR
NER FORGE MANS IN EA.4EMEF
tRUa YSNNI�pi�_a
... GRASSHOPPER ROAD
r� .. % WKIM&CREED FORCE MAIN RELOCATION
3c _ 1730 Varsity Drive. Suite . ®. CITY OF RALEIGH
�$?(� ;r, Raleigh, Norm cadlna 27606 PUBLIC UTILITIES DEPARTMENT FORCE MAIN DETAILS
e - ] %/y 'm' ��': Phme: [phone]• Fax: [phone]
e foe - r y •..,•
A _ •uh1�T,O��.•��� LleenRe: F-1222
'RE%fislmmkI,LYYo({ www.mcklmae"com
CONSTRUCTION TO BE IN ACCORDANCE WITH ALL
IALL
CITY OF RALEIGH ANDIOR MCDOT STANDARDS AND
SPECIFICATIONS.
pA7F: WY Il017n
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CITY OF fVAILIGHTI
DO'ARTARNT OF PUBLIC UTIUTIES
STANDARD THRLST BLOCKING VIEWS
SEROL FORCE MAIN
NO7ES
1. PLASTIC MARKER SHALL
BE GREEN IN COLOR.
2. MARKERS SHALL BE
LABELED RALEIGH
SEWER'
3. TO BE SPACED EVERY
300 FEET ON EACH SDE OF
ANY ROADWAY OR JUNCTION.
4. MARKERS SHALL BE
ROUND 4' IN DIAMETER.
STANDARD MAN MARKER FOR
NER FORGE MANS IN EA.4EMEF
tRUa YSNNI�pi�_a
... GRASSHOPPER ROAD
r� .. % WKIM&CREED FORCE MAIN RELOCATION
3c _ 1730 Varsity Drive. Suite . ®. CITY OF RALEIGH
�$?(� ;r, Raleigh, Norm cadlna 27606 PUBLIC UTILITIES DEPARTMENT FORCE MAIN DETAILS
e - ] %/y 'm' ��': Phme: [phone]• Fax: [phone]
e foe - r y •..,•
A _ •uh1�T,O��.•��� LleenRe: F-1222
'RE%fislmmkI,LYYo({ www.mcklmae"com
CONSTRUCTION TO BE IN ACCORDANCE WITH ALL
IALL
CITY OF RALEIGH ANDIOR MCDOT STANDARDS AND
SPECIFICATIONS.
pA7F: WY Il017n
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PROD. MOR. AP
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"TL"s 9096 DESIGN
NOT FOR CONSTRUCTION

LONGITUDINAL SECTION TRANSVERSE SECTION
NOTES:
1. CONCRETE TO BE 3000 PSI.
2. ENCASEMENT TO BE USED ONLY VNERE
SPECIFIED ON PLANS
3. EXTEND CASING TO 5' BEYOND TOP OF
STREAM BANK. ON ETHER SIDE OF
STREAM CROSSING
MC -1 - CONCRETE PIPE ENCASEMENT FOR
STREAM CROSSING
N.T.S
N
CONSMUCTON SEQUENCE FOR FORCE MAN TE -NS
2"-3" 86.58 oR 89. Sc /1" an. OB OR B25.0
SURFACE C011RSE BASE COURSE
EXISTING EXISTING
2'-0" X 1'-0'
Is
D
PAVEENT REPAIRS ON ROADS TO BE RESURFACED
1, INSTALL TAPPING REEVE k GATE VALVE ON ONE SIDE OF
CROSSING AND KEEP NEW GATE VALVE CLOSED. INSTALL
THRUST BLOCKS AND COLLARS.
2. INSTALL NEW 16" FORCE MAN AS SHOW ON Cl AND
(PIPE IS PLACED UNDER EXISTING PAVEMENT)
CONNECT TD EASTERN SIDE NTH SECOND TAPPING SLEEVE
h GATE VALVE NEEP SECOND GATE VALVE BRUT.
t'-4"
3. ADD TAP IN NEW LINE TO FACILITATE LOADING AND
PRESSURE TESTING.
m
z
4. PRESSURE TEST THE NEW FORKS MAIN PER THE LATEST
16" MJ Q 45' HORIZ. BEND
CITY OF RALEIGH STANDARD SPECIFICATIONS. CITY OF
MOTH RESTRAINING GLAND
N
(TTP)
NEW 16" RJ DIP FM VA
VES UPON SUOCFSSFUL TEST, PRIOR TO WORK ON
EXISTING FORCE PAIN.
- - 5. INSTALL TEMPORARY LME STOPS PER THIS DETAIL
ySi
6. CUT EASTNG FORCE MAIN AND INSTALL CAPS/PLUGS PER
2'-8"
TNS OETAR_
7. DECOMMISSIONED PORTION OF FORCE MARI SHALL BE
C N
DRAINED. REMOVED, AND PROPERLY DISPOSED OF.
16" MJ DI 45' H=Z_BEND
B'-1"
NTH RESTRAINING GLAND (TYP)
Q X
16" TAPPING SLEEVE 6'-0" MIN.
6'-0" MIN. AS REO'D. CUT AND CAP
AND 18" GATE VALVEE10ST.
18• FM 18" FIR 1O BE DRAINED,
625.00 OR25.0C
REMOVED. AND PROPERLY
54 Ray7
DISPOSED OF.
4'-5"
THRUUSSSTBLLOCK
EAST. 18" FM
m 9 9
iY�{
5'-0"
ROD MJ CAP BACK TO THRUST COLLAR w/ SIX (6) 3s" HOT
- - - -
EXISTING w EXISTING
DIPPED GALVANIC= STEEL TIE ROOS. CONCRETE SHALL NOT
LN o
CONTACT BOLTS OR ENDS OF MECHANICAL FITTINGS. RODS
SHALL BE CONTINUOUS NTH NO COUPLINGS.
---- ----
16• RESTRAINING GLAND, MIN. 200 PSI
THRUST BLOCK PER
PRESSURE RATING, STAR PIPE PRODUCTS,
STANDARD DETAILS
W-10 h ON SHEET D1
STARC6P SERIES 4000 OR ACCEPTABLE EQUAL
THRUST RESTRAINT PER STANDARD DETAIL ON BEET
01. BEARING SURFACES PER DETAL ON BEET D1
AGAINST UNDISTURBED SOIL ETHER SIDE OF TRENCH.
"TEAM INDUSTRIAL SERVICES" OR ACCEPTABLE
EQUAL
MC -3 - TYP. 16" FM TIE-IN (WESTERN SIDE)
N.T.S.
o
oy
M -i
z
r-0�1yN
z,xcorr
�O
t•y
�2
D X w
2"-3" 86.58 oR 89. Sc /1" an. OB OR B25.0
SURFACE C011RSE BASE COURSE
EXISTING EXISTING
2'-0" X 1'-0'
Is
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PAVEENT REPAIRS ON ROADS TO BE RESURFACED
z
OMy
F->
as .
LL J�H
�vb
�x1-zw
N�LLOJ
��
D
p
(PIPE IS PLACED UNDER EXISTING PAVEMENT)
12"
t'-4"
7'-4"
m
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15"
V-7'
7'.7'
o
ySi
24"
2'-8"
8'-6"
Z cc
C N
30"
3'-1"
B'-1"
2" 98.68 011 S9. SC
SURFACE COURSE
Q X
Is m 211"
625.00 OR25.0C
W Z
54 Ray7
42"
4'-5"
10'-6"
BASE COARSE
m 9 9
48"
5'-0"
- - - -
EXISTING w EXISTING
O Z p
LN o
---- ----
w
,_,
x s
X •-0• 1•-0•
y o-
mw�
dg
N pm
9
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=
W
PAVFIENT REPAIRS ON ROADS NOT TO BE RESURFACED
(PIPE IS TO BE PLACED UNDER EXISTING PAVEMENT)
Er 1 of 1
Er 1
854.01
854.01
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ARr""o. MCE PROD 4 0582-006i "nu
GRASSHOPPER ROAD
`����� FORCE MAIN RELOCATION DESIGN DMH HORIZONTAL "e0
CITY OF RALEIGH °` "� VERTICAL D2
��y _ 1730 Varsity Drive, Suite 500 CHECKED J®
, - Raleigh, North C-allno 27606 PUBLIC UTILITIES DEPARTMENT FORCE MAIN DETAILS PROD mmm '�
R RaR mw_Rm ro �oowRucRa1A " ; Phone: [phone], Far. [phone] r
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90% DESIGN
STAINS '
bl��jiOra www.mcktmcreed.cam NOT FOR CONSTRUCTION C

I. THE INTENT OF THE CONSTRUCTION SEQUENCE Is To PROVIDE THE CONTRACTOR WITH A GENERAL WIG FOR
CONSTRUCTION PURPOSES. THIS SEOUENCE IS NOT INTENDED TO OUTLINE ALL CONSTRUCTION ACTIVITIES ON TB PROJECT.
2 CONTRACTOR SHNL ARRANGE PRE-OONSTRECTION MEETING WITH THE OWNERS REPRESENTATIVE; ENGINEER, CITY OF
RAEIGH AND US ARMY CORPS OF ENGINEERS REPIESENTA71VE PRIOR TO ANY LAND DISTURBING ACTIVITY ON SITE
3. ALL EROSION CONTROL MEASURES SMALL BE CONSTRUCTED N ACCORDANCE WITH THE LATEST VERSION OF THE NORTH
CAROUNA EROSION AND SEDIMENTATION CONTROL PLANNING AND DESIGN MANUAL
4. ALL EROSION CONTROL MEASURES SHALL. BE NSPECIED WEEKLY AND AFTER RAINFALL EVENTS NEEDED REPAIRS SHALL
BE MADE IMMEDIATELY.
S F IT IS DETERMINED SIGNIFICANT CONSTRUCTION THAT SIFICANT SEDIMENT is LEAVING THE SITE DE94TE PROPER
IMPLEMENTATION AND MAINTENANCE, THE CONTRACTOR IS OBLIGATED TO TAKE ADDITIONAL CORRECTIVE ACTON. CONTACT
ONER'S REPRESENTATIVE AND ENGINEER NTH ANY ADDITIONAL MEASURES NEEDED.
6. CONTRACTOR SHALL ESTABLISH GROUNDCOYER ON DISTURBED AREAS IN ACCORDANCE WITH THE WOES STABILIZATION
TABLE AND DETAILS MCE-B, -9, -10, ON SHEET D4.
7. MAINTAIN T
A COPY OF E LETTER OF PLAN APPROVAL ONSITE FOR SEDIMENTATION AND EROSION CONTROL FROM THE
NORTH CARONA DIVISION OF WATER RESOURCES AND THE US ANY CORPS OF ENGINEERS
8. THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 2006 TO REQUIRE THAT PERSONS RMONSIBLE FOR
LAND-oSTURSING ACTIVITIES INSPECT A PROJECT AFTER EACH PHASE OF THE PROJECT TO PNCE SJRE THAT THE
APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED. RULES DETAILING THE DOCUMENTATION OF
THESE INSPECTIONS TOOK EFFECT OCTOBER 1, 2010. THE SELF -INSPECTION PRDGRAM IS SEPARATE FROM THE WEEKLY
SELF-MDNTORING PROGRAM OF THE HPDES STORMWATEt PERMIT FOR CONSTRUCTION ACTIVITIES. THE FOCUS OF THE
SFL.F-YON70itING REPORT IS THE INSTALLATION AND MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES
ACCORDANCE NTN HOGS 13A-54.1 AND 15A HCAC 4&0
31. THE SHF -INSPECTION REPORT FORM IS AVAILABLE AS AN
EXCEL SPREADSHEET FROM Nttp-//pood.nManr.mg/rep/V/amain. F Will HAVE ANY QUESTIONS OR CANNOT ACCESS
THE FORM' PLEASE CONTACT EHE NCDEO OFFICE AT [phone]. MESE INSPECTION REPORTS ARE TO BE EMAILED,
FAXED OR MAILED AT LEAST MONTHLY TO THE NCDEO OFFICE FAX [phone]A
9. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF EXISTING UTLI7ES TO AWE CONFLICT DURING INSTALLATION OF
EROSION CONTROL MEASURES. SIMM SEWER PIPES AND UNDERGROUND UTILITY LINES. CONTRACTOR SHALL CALL
1-800-632-4949 FOR -NC ONE CALL' TO HAVE EXISTING UTILITIES LOCATED.
10. CONTRACTOR TO HAVE A NORM CAROLINA RECSIERED PROFESSIONAL LAND SURVEYOR FUG PROPERTY UNES.
EASEMENTS. STEAM NIFFERS TREE PROTECTION AREAS AND UWITS OF DISTURBANCE PRIOR TO MY LAND DISTURBING
ACTIVITIES.
11.INSTALL TEMPORARY SILT FENCE/MUPROTECTION FENCE AND OTHER MEASURES AS SHOWN ON PLANS.
12 INSTAL TEMPORARY GRAVEL CONSTRUCTION ENTRANCES WHERE REAMED TO ACCESS WOOK AREA. INSTALL INLET
PROTECTION
NIIE
FOR STORM DRAINTS LOCATED IN FED.
13. INSTALL TEMPORARY ARC FILTER MET PROTECTION AND WATTLES AS SHOWN ON PLANS
EN
14. OPTRENCH, INSTALL FORCE MAIN AND BACKFILL TRENCH DAILY. SPOIL PLACEMENT SHALL BE ON THE UPSTREAM SIG
OF THE TRENCH.
15. STABILIZE SEE AS TRENCH IS REWORED TO ORIGINAL GRADE WITH VEGETATION AND/OR PAVING AS SHOWN ON PLANS.
16. PERFORM SEEDING AND MLILOILNG AS REWIRED N ACCORDANCE WITH THE EROSION CONTROL DETAILS AND TECHNICAL
sPEOFlCATONS.
17. REMOVE TEMPORARY CONSTRUCTION ENTRANCES NEN WORK IS COMPLETE IN M AREA.
16. ONCE ALL GROIRDCOWR HAS BEEN ESTABLISHED. AND OTHER CONSTRUCTION IS COMPLETE CONTACT US ARMY CORPS
OF ENGINEERS AND ENGINEER FOR STE INSPECTION BEFORE REMOVING ANY TFLPQRARY EROSION CONTROL MEASURES,
19. AFTER SITE IS COMPLETELY STABILIZED. CONTRACTOR SMALL REQUEST PERMISSION FROM ENGINEER TO REMOVE ALL
TEMPORARY MEASURES. ONCE APPROVAL IS OVEN. REMOVE All TBPORARY MEASURES AND INSTALL PERMANENT
VEGETATION AS REWIRED AND ON ANY RESULTING BARE AREAS REPAIR MY AREAS DSTIRBED WRING REMOVAL.
MCE-1.1 - EROSION CONTROL CONSTRUCTION SEQUENCE
N.T.S
SEEDING MIXTURE SEEDING MIXTURE
TALL m�
1. ALL EROSION CONTROL MEASURES SHALL SE CONSTRUCTED IN ACCORDANCE NTN THE LATEST VERSION
OF THE
NORTH CAROLINA EROSION AND SEDIMENTATION CONTROL PLANNING AND OESCH MANUAL
2. ALL EROSION CONTROL MEASURES SHALL BE INSPECTED WEEXLY AND AFTER RAINFALL EVENTS NEEDED
REPAIRS SHALL BE MADE IMEDIATEEY.
3. ADDITIONAL SEDIMENT AND EROSION CONTROL MEASURES MAY N® TO BE INSTALLED F DEEMED
NECESSARY BY EITHER THE ENGINEER OR ENVIRONMENTAL INSPECTOR.
4. TEMPORARY SEDIMENT CONTROL MEASURES (SILT FENCE CONSTRUCTION ENTRANCE, ETC.) SINAL BE
MAINTAINED UNTIL AL CONTMOU71MG AREAS ARE GRADED AND STABILIZED.
5. DUST ONSITE SHALL GE MNHAZED BY SPRAYING WATER ON DRY AREAS OF THE SITE THE USE OF
OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION is STRICTLY
PROHIBITED.
6, F THE MAJORITY OF MUD OR DIRT DI NOT REMOVED FROM CONSTRUCTION TRAFFIC BY CONSTRUCTION
ENTRANCES CONTRACTOR SHALL CONSTRUCT VEHCLE WASH AREAS AT CONSTRUCTION TRAFFIC EXIT
POINTS MLD AND DIRT SMALL BE NTERFEPTED AND TRAPPED BEFORE WASH WATER IS AYLOFED TO BE
DISCHARGED OFFSITE RINSE -OF WILL NOT BE ALLOWED OUTSIDE THE PRO.ECT CONSTRUCTION LIMITS.
7. SEDIMENT SHALL BE REMOVED FROM BEHIND THE SILT FENCE NEN IT REACHES I -FOOT IN DEEP.
6. MAXIMUM GRADED SLOPE SHALL NOT EXCEED E3aS1NG.
9. NO CONCRETE OR CEMENT SLURRY SHALL BE DISCHARGED FROM THE SITE ANY HARDENED CONCRETE
RESIDUE WILL BE PROPERLY DISPOSED OF, OR RECYCLED OFF SITE, N ACCORDANCE NTH THE LATEST
LOCAL AND STATE SOLID WASTE REGULATIONS
10. ALL SWAlES, DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER THAN 3 HORIZONTAL M 1
VERTICAL (3:1) SHALL BE PRONGED TEMPORARY OR PERMANENT STABWUTION NTH GROUND COVER
AS SOON AS PRACTICABLE BUT N ANY EENT NTHN 7 CALENDAR DAYS FROM THE LAST
LAND-OSTURBING ACTIVITY. ALL OTHER OISMIRSED AREAS SHALL BE PROVIDED TEMPORARY OR
PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN MY EVENT WITHIN
14 CALENDAR DAYS FROM THE LAST LAND -d STURPING ACTIVITY.
11. REFER TO EROSION CONTROL DETAILS FOR ADDITIONAL REQUIREMENTS
12. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A PERMIT FOR MY BORROW AD/OR SPOIL
AREAS OR DISTURBED AREAS NOT SOWN ON THESE PLANS. THIS SHALL INCLUDE ALL COST
ASSOCIATED NM OBTAINING PERMIT.
13. CONTRACTOR SHALL FOLLOW EROSION CONTROL CONSTRUCTION SEQUENCE UNLESS GIVEN WRITTEN
APPROVAL FROM ENGINEER FOR VARIANCE.
l4. F RIP RAP IS NOT REWIRED AND STRAW WITH TACK UNER IS TO BE USED. WATER COURSE SHALL BE
SEEDED PER SIDE DITCN SEEING SCHEDULE DETAL USING SEEDBED PREPARATION SCHEDULE DETAIL
15. TOTAL DISTURBED AREA IS .097 ACRES.
16. FISP RAP IS REWIRED, THE FOLLOWING IS REQUIRED,
A EACH RIP RAP PLACEMENT SHALL BE BEDDED IN EITHER A 6 NIGH LAYER OF STABIUZA71M STONE
ON A NON -BIODEGRADABLE FILTER FABRIC PLACEMENT OF RIP RAP SHALL IMMEDIATELY FOLLOW
THE PLACEMENT OF THIS LAYER. KEEP VOIDS TO A MINIMUM AND FORM A DENSE WELL GRADED
MASS OF STONE DO NOT DISLODGE THE UNDERLYING BASE OF SHONE OR DRAINAGE FABRIC WHEN
PLACING STONE. COST OF ME STONE BASE OR FABRIC SHALL BE INCLUDED IN THE COST O- THE
PLACING O- RIP RAP.
B. MAXIMUM STONE SIZE WHEN USING 6 INCH 050 WILL SE 12 INCHES AND THE MINIMUM THICKNESS
OF ME RIP RAP LAYER S1AIL. BE 18 INCHES.
C. MAXIMUM SLOPE CE THE CHANNEL SAW STALL NOT EXCEED 2.0 HORIZONTAL To 1.0 VERTICAL
FINISHED GRADE OF THE RIP RM IS TO BLEND WITH THE SFMOUNDNNG AREA.
D. INSPECT RIP RAP PERIODICALLY FOR SCOUR OR DISLODGED STONES (ESPECIALLY AFTER SEVERE
STORMS) AND REMOVE BRUSH GROWN BETWEEN STONES.
17, A 1/4- LAYER OF FlNES/SCREFNMGS S14WLD BE PLACED IN AREAS WHERE TRENCH MATERIAL
IS TO BE STOCKPILED ON ASPHALT DURING CONSTRUCTION.
Asrs% VWYw- . t^6
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MTALL T+EOTIER 1Q OF
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MACH AxD A110NpRMG WTERMLS Wer NOT N: ALLON79 TO WARN oOLWN BLOPEB HERE
MFM: LB BOL rE9T8 OR APPY 1L awa tO16W MON 1EOIRARY TOAIEtONT OF Y.4
NOTE:
SEE NCDENR'3 EROSION AND SEDIMENT CONTROL PLANNING
DESIGN MANUAL SECTION 8. 11 FOR ADDRIONAL PERMANENT
SEEDIN
G OPTIONS.
MCE-1.2 - EROSION CONTROL NOTES
N.T.S
MCE-3 -PERMANENT SEEDING SCHEDULE
N.T.S
RYE ,BA��
11bPmFIApODEM D
flEDNOM 4 WVTA RAN,
KpiFAN IN MOIIMAYIB
OMr MMOL IEBPEDEUwHEN gRMTDN of TEMRORNO' COVER 4 MDr TO EIREND
sEEwM"GwN�T�MrsNs
tAeoYE zsoar Fm. +s-MAv 1s
leaowiwnT r�ir � Nuvi
coA�T
APWN. pEC.f.ARi ,O
SOL AAENNblT6:
a1aV -ENDATDN6OF -OR -2 000IN'M Gnats A[aagYLTW/V
UMEBTONEAM TBO aJCa 161010 FERTl17ER
w . AMCNOR 6PNW BV iACNNG WtrH A6RMLT I"� 400 PaNO.).
o�nA---.= ApeN wnN tL.�nEs aEr nEARLr srRMorn rNN
LbACRF AMUICH ANGKIIWG'IF-I.I.-CH.-AP-14-
MNNrpNNI£
REFERRDIE F GROOM D HOT wttr AOEOWTE. RE6®, PEFERnIME AND MULCH
MYEaA1ELr FouowlNG FAaBKN or+on+ER oNAADE.
RECOMMENDATIONS FOR FALL
SEEDING MIXTURE
RYE mr m
BEELYNG MTFn
COA6TA RAN ArD PA1WgM: NIG a-DELb
bq. AMM[MBNR.
FdYAY AECOAW9NaAiDNE (F BaL TE8I8OA APPLY 2.000 tlMN (AidAD
AKTR1OaTURK LPAEB1aE AMO T60 MOL 10-tO10 F1:RnUlFR
MARRY AOOO tlae eiRAYI. ANLT1(M nTASUV BY' TACN1q WITH ABPHAT ENL,. -,W-)
nETTeq ORA MA(N ANCIg1nNO TOOL. A DI9N WITH BlA0E8 N:f EERILY BTIWNITOANI
N: u9ED An A MLw ANKNONN[i Toa. • Fwwp oEuupE MxcN Is KMEo. APRv N.000
WNrENANCE.
RfPM AND RFFHRIL� ONMO®MEA6 WRIDwTgV. TOPofE58 wt1H IOMa OP
MrrigOd N MARCH. F IT In MCC081A} TO EXTEND IEMPdVARY GDY91 BEYOND AME ,6,
OVE6EED WTI w a,Wo. KOBE P®MDNa AND WMTN PINI CA KOREAN P0JNrA8N6)
FAPEDFIAN IAIE FEBRWRY OA EASY 11MCn.
RECOMMENDATIONS FOR SUMMER
SEEDTHE ING MIXTURE
9PEafS PALE Ma
CFJWMI YBLEK p
PIECYdNi AMMptMABR9. A FalN1-9TEMAED 9UDMNGRABB uAr BF SUe8r1ME0 AT
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9OILAMFNOMBRW
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LMEsroM Aro mo w.+p+oto FERiRIffiR
+KArM:
APRY IJ)00 RINw BIMW. ANCMM eTMW BY iAOXNO NIR, ABPIMLT IerP. A00pWeaN
IETINOWAMLOIANfIdIMO lOOLAaBK\YRtI BIApF BET NDVLY 81RAKiNrGW BE
USED A A MLP, ANGNDeNG TOOL
FwNTT3WxcE:
EmLDE F NN)MH M NOTFMLYADEQIAATE REBFED. AFJ4Ritl12E MD MALH
K1MEgArELY R%HOWNO fROBgN OR OTHER MML3E
CE -4
M -TEMPORARY SEEDING SCHEDULE
N.T.S
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES
DEEP OVER ADVERSE SOIL CONDITIONS, WHERE REWIRED.
2. RIP THE ENTIRE AREA TO 6 INCHES DEPTH.
3. REMOVE ALL LOOSE ROCK. ROOT'.., AND OTHER OBSTRUCTIONS
LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE
UNIFORMLY AND MIX WITH SOIL (SEE EC14).
5. CONTINUE TILLAGE UNTIL A VB71 -PULVERIZED, FBI,
REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES
DEEP.
8. SEE INCE-3 THIS SHEET FOR PERMANENT SEEDING SCHEDULE.
7. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED
LIGHTLY VATFN SEEDING EQUIPMENT OR CULTIPACK AFTER
SEEDING.
8. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
9. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR
RESEEDINGS WITHIN THE PLANNING SEASON, IF POSSIBLE, IF
STAND SHOULD BE OVER 6076 DAMAGED REESTABIJSH F(JLLOWING
ORIGINAL LIME, FERTILIZER, AND SEEDING RATES.
TO. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE
TREATMENT AND FERTUZATION AFTER PERMANENT COVER IS
ESTABLI
SHED.
MCE-2 -SEEDBED PREPARATION
N.T.S Um va TOP or
PQYETINWENE MEI9HAN
FACE 20 Y0. 11BOK � � IE�1' ON
LINITIS OF
DISTURBANCE
SE NOTE 1) I 1 I
QA55 Z RIP RAP NJ BMRER
OR OTHER APPPO•.fD YAIFIBN
IF USING RP-P..1P pOWI$iREM,
4QE NO 19FATER MAN Z.O: Ij
ROw ..�•g---PHlIIE
SEE PMFNE FOR
E1EVA71GI1
�b
SMD6Ap, r]A89 1 W RM
OR bRILR NOMI-EIWOEKf
YAIFAA -
fY1N11FM RVR FABRIC
NOTES:
I. CONTRACTOR SMALL INSTALL COFFER DAMS WIM ENOUGH SEPARATION FROM VEIL PROJECT
CONSTRUCTION LIMITS OF DISTURBING TO PLACE PUMP INTAKE AND DISCHARGE NOSES,
pSSPAIORs AND 9DYEN7 R1EP. STRUCTURES
2. TEMPORARY PRE-fABRICATFD COFFER DAYS SUCH AS PORT -A -DM AND OTHERS MAY BE
USED IN SIIBSIDVMIN TO ME SANDBAG/RIP-RAP DAY WITH PRIOR APPROVAL BY THE
GINNER AND
4aFe
HLa1M.IYeapLMNnY1IRW alII IIGBF71IIaW.
E1Oiglt.
MCE-5 -
COFFER DAM DETAIL
N. T.5
NwEs sa+�•.M., u.wv. P..,a to Co.e,cmJ Aarw PlCao1)
NEW ETABiLQAT10N TIMEFRAMES .
SR! AReA OFpCMBPl10N STABRIIAl10N TIMEFRAME E:AGEPrgM6
Oq � F'alaanael baa. weYR, NMWIr, abFw 7 Waya Meng _
Cs.� JO H4p+0u-IIry WYwOOHMEar 71YFF N_�� BMepaS a/aaPer Nan 3:1 T 6nYe N aloPe M IC a lea M MFNLFN altl N
Rol aaMNF Nan 21,14 eqa an WIarL
Blopaa ]:i NN DMOar N WaFa 7 Wya Oar abpe pFaW tlLAt 90'in MR9IL
--� MelMral•Y.a wlB abPe BRIMr 9- 4:1 44
PLAN VIEW DEAN WATER COFFER DAM
(SEE DETAIL MCE-5)
INTERMEDIATE COFFER OONTRACIOt STREAM dV0510N
DAY (SEE NOTE 6) PROVIDE DEWATERING �PUMPS
RAMP M TRENCH.
PUMPS 910U1D
P W/
NiKBL�E YF D�cRn ��Ln scR�EEN
'A,1M MAGE OF
OR 7
-FLOW
SEDIMEN? � SUP -HOLE OR
4aFe
HLa1M.IYeapLMNnY1IRW alII IIGBF71IIaW.
(SEE DETAIL MCE-5) WORKAREA NOM 110T 10
000.TFlL1ER
CONSTRUCTION IDENTS 9HO1WN ON
PLANS
PIIYP-A��gHAGTIOF
TEMPORARY MEASURE FOR DEWATERING STREAM CROSSING SITES
DFa•.RNTIrN
ME WORK STALL CONSIST OF INSTALLING A 7EYPORMT PUMP AROUND AND SUPPORTING
MEASURES TO OVERT FLOW AROUND CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE
FOR SIZING PUMPS 70 ENSURE ADEQUATE CAPACITY 10 IOa ROW iPdl ENIERNG WORK
I,REA.
IM FMFNTAPI�cFn 1FN(Y'
SEDIMIEMT CONTROL MEASURES. PUMP -AROUND PRACTICES, AND ASSOCGV7ED CONSTRUCTION
SIIAIl BE COMPLETED N THE FOLLOWING SEQUENCE (REFER TO DETAIL).
1. COFFER DAMS SHALL BE 9NAlm AT 11E ENDS CE THE MORN AREA AS SHOWN ON
THE PLANS AND WATER ON THE UPSIDE 1F THE DAY AREA SHALL BE PUMPED MCAD
TIE WORK AREA
Z. THE DIVERSION PUMPS SMALL DISCHARGE ONTO A STABILE YID.DaTY DISSIPATER MADE OF
RIP -RAP OR SANDBAGS
J. WATER FROM 71E WORN( AREA SHALL BE PUMPED TO A SEDIMENT FlLIFRNG MEASURE
SIOI AS A TEMPORARY WOW ONP DEWATERING BASIN. AT BAC OR OTHER APPROVED
SEDIMENT FlL7EAMD MEASURE
4. AFTER THE SANITARY SEINER 5 INSTALLED AND THE SLOPES HAVE BEER STABLIZED, THE
PIMP INTAKE MOSES DISSIPATER PADS MO FILTER MEASURES SHALL BE REAIOVED AND
THEN TIE COFFER DANS SHALL BE REMOVED,
5 A PUMP AROUND MUST SE INSTALLED ON ANY IR@UTARY IM STORM GRAIN OUTFALL
MINION CONTRIBUTES BASEFLOW TO THE MOM AREA. THIS SHALL SE ACCOMPLISHED BY
LOCATING A COFFER DAY AT ME DOWNSTREAM END CE THE TRIBUTARY OR STORY
DRAM OUTFALL ARD PIMPING ME STREAM ROW AROUND THE WORN AREA. TRS
WAIVER. 9RNL. DISCHARGE ONTO 71E SAVE VELOCITY DISSIPATER USED FOR THE MAN
STREAM PUMP MOUND.
6, CONTRACTOR MAY USE NiERA1ED1AlE COFFER DAM ALONG STREAM AL14TIEIIT TO ALLEN'
PHASED CROSSING W/A MAXIMUM OF 2 SENATE BYPASS
PHASES.
MCE-6 -TEMPORARY PUMP AROUND DETAIL
N.T.S
eMc lu II4rx
� ",SHMIIIIN/HEN„' � ♦ 110E PROJ. / tri
FR4 GRASSHOPPER ROADDRANK�I�4&�MDCITY OF RALEIGHFORCE MAIN RELOCAl10NIESD«m3E Varsity Drive. Suite 500CEG®Deandelgll, NorA MIX th Carding 27606EROSION CONTROL DETAILS
B'••..jPhone: [phone], Fax: [phone]PUBLICUTILITIESDEPARTMENTPROJ.LIaR.
„•-••�•A���o�,o BP U. -se: F-1222 h/ cAR° $TA7� 90%DESIGN 1e`/N�N
IILVJMW B�IIOf OAW ', /VVQI 1 1\Itl`` n
� ��&� W W W.iRalKn,crBed-
NOT FOR CONSTRUCTION

5a w.
\ Ht saran a SN1E
I i 2' - r STONE To USED
PL a I STONES
SANE STONE W
> va RAEADAD Bm" I <
It\ CEy PLAN
SILT FEN
New \[Dsnw ROAowAIr I�-35' uFL---F'—Is' MAMA. �I
Iy p a• w.
■ T111�11 HII1111 III
B h 1111 FAemc Uuoew STONE III
'N CPOSS SECTION
RioN■ rN r DUE
� � � ! >< Rc Eer ■T■a a �
WARNING SIGN DETAIL
k 'Q a.wa
� � rrerare>taneeArc W
SIDE VIEW
aTR mws T
TAWH�TDR.� �
TINT Bela
WARNING SIGN DETAIL
a ii IBia amT■E FATAR
)f era
HR r .. wo llaa
SIDE NEW m,m rv.H.e
t I � � Nvl[i To w RISE
er■■ ■ew a NAe■IL ■uwsRos wsr
HAnr w w r ANSI HeF — re t.Am A N r
r wL■er rerwA
� b �wm�s MASE wwca Nae Is TwH m r Hwaww wwv io Hs MAMA ae a HMA wvaTa Mrw
4
vi s jjp�Q eaa<.�W rT �N.o�T� �w ��w..eHOI.e�T.
D � � T � eAeN r Acelea eerD m■la■
� ed AT eIr ne V ITEM wWIeR■■ rRer elelwv, ro O r HTra welwMrR
� � E � � ar.aA ... wwaa .NIU NA.. aaona■ N esar AMA IWeI ea rN .wwla
rw we■Hoq s ear ae
weeea • MAEDI wen melw Iola aTns
e■Iea .rra NAnrs Hawrsm
a WATERCOURSE BUFFER PROTECTION FENCE
zw
CaMAGfID 2w
j
U•
TiE� CUT CR FILL tidE
z1 SLOPE (ALA(I
aRIONAL aRAOE
MAINTENANCE: CLEAN CUT AT 50% CAPACITY
LIFE Of FENCING: N MONTHS
IIOtFENCING: A
'�T� � � w�OFa.■■E.wD„RBpTOaeerrBrL. p P
AI � ��leHNo1N'aal� AlnwaveleH n
��' � w. LwreT.■,wLr�,seD�e .AesoxAaaPLRrnaaalDw � � ��
iearanrnroFlweaxser.cHvea oFwme■ar
TUY®VrLL ~
Ail a NwUTCE�wwaAneeewunawemeeanreeQ wren we>rrawrrw errcat Aesla. + a
Q elAr.nHewmelerae■e Poew+e<wrw. Nor ewneww�rrT■Taarrlaeveal
NOTES,
1. WATTLES SMALL BE FILED WITH STRAW OR OTHER APPROVED MATERIAL
2. SPACING FCR WATTLES SHINLL SE DETERMINED BY THE SITE ENGINEER
s. WATTLES MAY BEUSED FOR PROTECTION OF CATCH BASINS AND DROP
HEM WITH APPROVAL BY THE STORMWATER PROGRAM MANGER OR DESIGNI E.
rarnwnaa TTBP.w[r uwA ACHHPot
T■Gi GIUI
BAweCO<S31
INLET PR07EC1 &%OR BOX CROSS SECTION
STABILIZE OVERWON DnrH
CROSS SECTION YR111 TEMPORARY 9ffA/0
AID ER0610N CONTROL
NETTING
DIVERSION DITCH
11.—�E� rosr
A= p ■sPaRr SIE
I TLT]N .ANC
A STONE
AJ
Ew
NOTE: PROVIDE REINFORCED OUTLETS ALONG PERIMETER SILT
FENCE BH LOW LYING AREAS AND AT SHARP ANGLE
CHANGES LESS THAN 90 DEGREES.
MCE-11 REINFORCED STABILIZATION OUTLET DETAIL
N.T.S
MAINTENANCE: CLEAN OUT AT 50% CAPACITY
LIFE OF FENCING: 64 MONTHS
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A
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Imr ■61YR tR n■a ISE aWETD
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} ow�ms�r .WrsH a�aw en.A'U .moo � weir awiim a er
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MCE-10 RIP -RAP BANK RESTORATION DETAIL
N.T.S
I. PREPARE SOIL BEFORE INSTALLING ROVED EROSION CONTROL PRODUCTS (RECPS).
INCLUDING ANY NECESSARY APPLICATION OF LME, FERTILIZER, AND SEED.
2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE RECPS IN A 6' DEEP X 6'
WIDE TRENCH WITH APPROXMATELY 12' OF RECPS DMENDED BEYOND THE
UP-SLOPE PORTON OF THE TRENCH. ANCHOR THE RECPS WITH A ROW OF
STAPLES/STAKES APPROXIMATELY 12' APART IN THE BOTTOM OF THE TRENCH.
BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY S® TO COMPACTED
SOIL AND FOLD REMAINING 12' PORTON OF RECPS BAC( OVER SEED AND
COMPACTED —SECURE RECPS OVERCOMPACTED SOIL COMPACTSOIL WITH A ROW OF
STAPLES/STAKES SPACED APPRO MMATELY 12' APART ACROSS THE WIDTH OF THE
RECPS.
3 ROIL THE RECPS (A.) DOWN (FOR SLOPES 3:1 OR GREATER) OR (B.) HORIZONTALLY
(FOR SLOPES LESS THAN 3:1) ACROSS THE SLOPE. REOPS WILL UNROLL WITH
APPROPRIATE SIDE AGAINST THE SOIL SURFACE ALL RECPS MUST BE SECURELY
FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE
LOCATIONS AS SHOWN IN W
THE STAPLE PATTERN IDE. WHEN USING THE DOT
SYSTEM", STAPLES AKES SHOULD BE PLACID THROUGH EACH OF THE COLORED
D075 C 10 THE APPROPRIATE STAPLE PATTERN.
I. THE EDGES OF PARALLEL RECPS MUST BE STAPLED WITH APPROXMAIELY 2' -5'
OVERLAP DEPENDING ON RECPS TYPE.
5. CONSECUTIVE RECPS SPUCED DOWN THE SLOPE MUST BE PLACED END OVER END
(SHINGLE STYLE) WITH AN APPROMMATE 3- OVERLAP. STAPLE THROUGH OVERLAPPED
AREA, APPROMMATELY 12' APART ACROSS ENTRE RECPS WIDTH.
NOTE MN LOOSE SOIL CONGTONS, THE USE OF STAPLE OR STAKE LENGTHS
GREATER THAN 6' MAY BE NECESSARY TO PROPERLY SECURE THE RECPS.
MCE-8 - COIR MATTING FOR TEMPORARY
GROUND STABILIZATION
N.T.S
C (yATDI�EAP
SELL
D. 01
lR S
A IN A BI RI TE TF DD Di IS YSTRIPS
m 11ENa/OI 11ENC1 H Won N
S TAW K 111NaH FOL OF 5�
SEwa IM NOW OF SIT TD NLN .
i1°ol�oL a nDEs Doo TIE
LDID
UDP-Tsir■�°I�
N 491i \/
"
LLL RACE STAPLES 1-1q e
TIPSILY RESVD PM iE SUE.
ROL STARES
OAIIOE WE
OF LNNB a NOES INTO
DUD STmJC:RRES AND
.ARE SLTTFIY.
MCE-9 LINER INSTALLATION IN
SWALES/DITCHES
N.T.S
I ALL CONSTRUCTIONTO RE IN
ACCORDANCE
aTYSPEO LCAT SIGHCINS AN DiDR NCDOT SSTANDARDSS ANDS 11
NAL IHUn "', NAL DATE MAY 2017 SCALE �� ■�
�" ` V , GRASSHOPPER ROAD I 2 HORIZONTAL
,
v,I���D CITY OF RALEIGH FORCE MAIN RELOCATION DESIGNED Ap D4
oly,� 1730 Vanity DFIw, Suite 500 CHECKED Y�71C�
C - T 3 _ ; Z e RolMgh, North Carolina 27606 ? PUBLIC UTILITIES DEPARTMENT EROSION CONTROL DETAILS PR°'L EK11'. A'P
B - e TY,`... Phone: [phone], Fac [phone]
OmwwQC"CO.:
A XX PCININ PUT 1" T A uaa.e: F-1222 cn srATDs 90% DESIGN w"
MISAPIONS%b(�YY�'L11r1 www.mcki—ed.corn NOT FOR CONSTRUCTION C
NO S.
SILT FENCE SHOLID BE NSTALIID To TN■1RC
u' OR RAL MOTH
Ta" INIRANQ a USED.
OF PROPOSED STFUT
2 I CONSTRUCTION all TIE SMEs ARE SUCH THAT
ON DnRANCL
THE IND IS NOT AEMOWD eY THE VEHICLE TPAXEI■IG
WHK EYER IS
OHER THE STONE. TEN THE TRIES OF THE
a 7134.
VEHCE MAST E wAS}ED BEFORE ENTUNNG THE
PHAUC ROAD <IR M LENGTH or M CONdTRI1tTDN
EMANQ DCIFIOED.
It\ CEy PLAN
SILT FEN
New \[Dsnw ROAowAIr I�-35' uFL---F'—Is' MAMA. �I
Iy p a• w.
■ T111�11 HII1111 III
B h 1111 FAemc Uuoew STONE III
'N CPOSS SECTION
RioN■ rN r DUE
� � � ! >< Rc Eer ■T■a a �
WARNING SIGN DETAIL
k 'Q a.wa
� � rrerare>taneeArc W
SIDE VIEW
aTR mws T
TAWH�TDR.� �
TINT Bela
WARNING SIGN DETAIL
a ii IBia amT■E FATAR
)f era
HR r .. wo llaa
SIDE NEW m,m rv.H.e
t I � � Nvl[i To w RISE
er■■ ■ew a NAe■IL ■uwsRos wsr
HAnr w w r ANSI HeF — re t.Am A N r
r wL■er rerwA
� b �wm�s MASE wwca Nae Is TwH m r Hwaww wwv io Hs MAMA ae a HMA wvaTa Mrw
4
vi s jjp�Q eaa<.�W rT �N.o�T� �w ��w..eHOI.e�T.
D � � T � eAeN r Acelea eerD m■la■
� ed AT eIr ne V ITEM wWIeR■■ rRer elelwv, ro O r HTra welwMrR
� � E � � ar.aA ... wwaa .NIU NA.. aaona■ N esar AMA IWeI ea rN .wwla
rw we■Hoq s ear ae
weeea • MAEDI wen melw Iola aTns
e■Iea .rra NAnrs Hawrsm
a WATERCOURSE BUFFER PROTECTION FENCE
zw
CaMAGfID 2w
j
U•
TiE� CUT CR FILL tidE
z1 SLOPE (ALA(I
aRIONAL aRAOE
MAINTENANCE: CLEAN CUT AT 50% CAPACITY
LIFE Of FENCING: N MONTHS
IIOtFENCING: A
'�T� � � w�OFa.■■E.wD„RBpTOaeerrBrL. p P
AI � ��leHNo1N'aal� AlnwaveleH n
��' � w. LwreT.■,wLr�,seD�e .AesoxAaaPLRrnaaalDw � � ��
iearanrnroFlweaxser.cHvea oFwme■ar
TUY®VrLL ~
Ail a NwUTCE�wwaAneeewunawemeeanreeQ wren we>rrawrrw errcat Aesla. + a
Q elAr.nHewmelerae■e Poew+e<wrw. Nor ewneww�rrT■Taarrlaeveal
NOTES,
1. WATTLES SMALL BE FILED WITH STRAW OR OTHER APPROVED MATERIAL
2. SPACING FCR WATTLES SHINLL SE DETERMINED BY THE SITE ENGINEER
s. WATTLES MAY BEUSED FOR PROTECTION OF CATCH BASINS AND DROP
HEM WITH APPROVAL BY THE STORMWATER PROGRAM MANGER OR DESIGNI E.
rarnwnaa TTBP.w[r uwA ACHHPot
T■Gi GIUI
BAweCO<S31
INLET PR07EC1 &%OR BOX CROSS SECTION
STABILIZE OVERWON DnrH
CROSS SECTION YR111 TEMPORARY 9ffA/0
AID ER0610N CONTROL
NETTING
DIVERSION DITCH
11.—�E� rosr
A= p ■sPaRr SIE
I TLT]N .ANC
A STONE
AJ
Ew
NOTE: PROVIDE REINFORCED OUTLETS ALONG PERIMETER SILT
FENCE BH LOW LYING AREAS AND AT SHARP ANGLE
CHANGES LESS THAN 90 DEGREES.
MCE-11 REINFORCED STABILIZATION OUTLET DETAIL
N.T.S
MAINTENANCE: CLEAN OUT AT 50% CAPACITY
LIFE OF FENCING: 64 MONTHS
vAHrire Aoe■eHa rvrHe FxoeAwl /wuF�iiesa
A
�[
Imr ■61YR tR n■a ISE aWETD
R Aw. mrNL ■ "ai®w K msr or w[ nAso v \�`
} ow�ms�r .WrsH a�aw en.A'U .moo � weir awiim a er
,o -aa n.a r.wc � MALI O MASE n v slag
MCE-10 RIP -RAP BANK RESTORATION DETAIL
N.T.S
I. PREPARE SOIL BEFORE INSTALLING ROVED EROSION CONTROL PRODUCTS (RECPS).
INCLUDING ANY NECESSARY APPLICATION OF LME, FERTILIZER, AND SEED.
2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE RECPS IN A 6' DEEP X 6'
WIDE TRENCH WITH APPROXMATELY 12' OF RECPS DMENDED BEYOND THE
UP-SLOPE PORTON OF THE TRENCH. ANCHOR THE RECPS WITH A ROW OF
STAPLES/STAKES APPROXIMATELY 12' APART IN THE BOTTOM OF THE TRENCH.
BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY S® TO COMPACTED
SOIL AND FOLD REMAINING 12' PORTON OF RECPS BAC( OVER SEED AND
COMPACTED —SECURE RECPS OVERCOMPACTED SOIL COMPACTSOIL WITH A ROW OF
STAPLES/STAKES SPACED APPRO MMATELY 12' APART ACROSS THE WIDTH OF THE
RECPS.
3 ROIL THE RECPS (A.) DOWN (FOR SLOPES 3:1 OR GREATER) OR (B.) HORIZONTALLY
(FOR SLOPES LESS THAN 3:1) ACROSS THE SLOPE. REOPS WILL UNROLL WITH
APPROPRIATE SIDE AGAINST THE SOIL SURFACE ALL RECPS MUST BE SECURELY
FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE
LOCATIONS AS SHOWN IN W
THE STAPLE PATTERN IDE. WHEN USING THE DOT
SYSTEM", STAPLES AKES SHOULD BE PLACID THROUGH EACH OF THE COLORED
D075 C 10 THE APPROPRIATE STAPLE PATTERN.
I. THE EDGES OF PARALLEL RECPS MUST BE STAPLED WITH APPROXMAIELY 2' -5'
OVERLAP DEPENDING ON RECPS TYPE.
5. CONSECUTIVE RECPS SPUCED DOWN THE SLOPE MUST BE PLACED END OVER END
(SHINGLE STYLE) WITH AN APPROMMATE 3- OVERLAP. STAPLE THROUGH OVERLAPPED
AREA, APPROMMATELY 12' APART ACROSS ENTRE RECPS WIDTH.
NOTE MN LOOSE SOIL CONGTONS, THE USE OF STAPLE OR STAKE LENGTHS
GREATER THAN 6' MAY BE NECESSARY TO PROPERLY SECURE THE RECPS.
MCE-8 - COIR MATTING FOR TEMPORARY
GROUND STABILIZATION
N.T.S
C (yATDI�EAP
SELL
D. 01
lR S
A IN A BI RI TE TF DD Di IS YSTRIPS
m 11ENa/OI 11ENC1 H Won N
S TAW K 111NaH FOL OF 5�
SEwa IM NOW OF SIT TD NLN .
i1°ol�oL a nDEs Doo TIE
LDID
UDP-Tsir■�°I�
N 491i \/
"
LLL RACE STAPLES 1-1q e
TIPSILY RESVD PM iE SUE.
ROL STARES
OAIIOE WE
OF LNNB a NOES INTO
DUD STmJC:RRES AND
.ARE SLTTFIY.
MCE-9 LINER INSTALLATION IN
SWALES/DITCHES
N.T.S
I ALL CONSTRUCTIONTO RE IN
ACCORDANCE
aTYSPEO LCAT SIGHCINS AN DiDR NCDOT SSTANDARDSS ANDS 11
NAL IHUn "', NAL DATE MAY 2017 SCALE �� ■�
�" ` V , GRASSHOPPER ROAD I 2 HORIZONTAL
,
v,I���D CITY OF RALEIGH FORCE MAIN RELOCATION DESIGNED Ap D4
oly,� 1730 Vanity DFIw, Suite 500 CHECKED Y�71C�
C - T 3 _ ; Z e RolMgh, North Carolina 27606 ? PUBLIC UTILITIES DEPARTMENT EROSION CONTROL DETAILS PR°'L EK11'. A'P
B - e TY,`... Phone: [phone], Fac [phone]
OmwwQC"CO.:
A XX PCININ PUT 1" T A uaa.e: F-1222 cn srATDs 90% DESIGN w"
MISAPIONS%b(�YY�'L11r1 www.mcki—ed.corn NOT FOR CONSTRUCTION C

y yeef i f
5
�-
MCE-12 WATTLE SECTION VIEW
N.T.S.
MCE-13 WATTLE INSET MCE-14 WATTLE PAM APPLICATION
N.T.S. N.T.S.
wm N07ES
1. USE MINIMUM 12 MCH DIAMETER FIBER WATTLE.
2. USE WOODEN STAKES WITH A 2 IN. X 2 N. NOMINAL CROSS SECTION AND LENGTH AS REOUIRED TO MEET
DETAIL REOUIREMENTS AND TO ANCHOR WATTLES EFFICIENTLY.
3. ONLY INSTALL WATiLE(S) TOA HEIGHT N DITCH 50 ROW WILL NOT WASH AROUND WATTLE AND SCOUR
DITCH SLOPES, ANO AS OIEC70.
4. INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE STAKES AT AN ANGLE TO WEDGE WATTLE
TO BOTTOM OF DITCH.
S PROVIDE STAPLES MADE OF 0.125 N. DIAMETER STEEL WIRE FORMED INTO A U SHAPE NOT LESS THAN
12• IN LENGTH.
6. INSTALL STAPLES APPROXIMATELY EVERY ONE (1) LINEAR FOOT ON BOTH SIDES OF WATTLE AND AT EACH
END TO SECURE IT TO THE SGL
7. INSTALL MATTING N ACCORDANCE WITH SECTION 1631 OF THE NCDOT STANDARD SPECIFICATIONS. LATEST
EDITION.
0. PRIOR TO POLYACRYLAMIDE (PAM) APPLICATION, OBTAIN A SGL SAMPLE FROM PROJECT LOCATION, AND
FROM OFFSTE MATERIAL AND ANALYZE FOR APPROPRIATE PAM FLOCCULANT TO BE APPLIED TO EACH
WATTLE PAM PRODUCT USED SHALL BE LISTED ON THE NORTH CAROLINA DEPARTMENT OF ENNROMFNTAL
dUAUTY UST OF APPROVED PAM PRODUCTS USED N NORTH CAROLINA
9. INITIALLY APPLY 2 OUNCES OF ANIONIC OR NEUTRALLY CHARGED PAM OVER WATTLE WHERE WATER WILL
FLOW AND 1 OUNCE ON MATTING ON EACH SIDE OF WATTLE REAPPLY PAM AFTER EVERY RAINFALL EVENT
THAT IS EQUAL TO OR EXCEEDS 0.50 IN.
E OF DITCH
STAKES
ING
MCE-15 WATTLE PLAN VIEW
N.T.S.
/ NWlT PI
MTEAMITI
i
CLASS 1 RIP RAP
§HED STONE 1•
x 3•JOQ1 M.
/�// IpERSPECTVE NEW
AREAS TO SE DISTURBED SEDIMENT STORAGE PPE MVERT OR INTERMITTENT STREAM
(CUT. FOLERT:.}—T FLOOD STORAGE ZONE RP RAP HEADWALL
IS m _ _ NATURAL
.5 3• GROUND
CLASS 1 RIP -RAP ITER FABRIC
NOTE
DIMENSIONS ARE E67 WASHED STONE
MINIMUM ACGEPTAHE MAX SEDIMENT DEP H(CIFAN OUT PONT)
UNLESS OTHERWISE
NOTE.
CCGTON 77HRL ROSIN- Ell LER ANf) (.11 VERT PIPE
NOTEm,
1. GRAVEL t RP RAP FILTER BERM BASIN DETAIL IS DESIGNED
TO PROTECT EMSTING PIPE DIVERTS OR INTERMITTENT
SNEAKS THAT GRAM 10 ACRES OR LESS. (NTETWRTENT
STREAM NOT SHOWN FOR CLARIM
2 CONTRAC1TXt TO USE TETP(MMY PUMP AROUND TO CONVEY
FLCW TO STREAM (SEE DETAL MCE-6 ON SHEET 03)
MCE-16 ARC FILTER BASIN DETAIL
N.T.S
SEAL W� DATE MAY 2017 SCALE NAc u rrs
A
�H CAlt a�, O MCE PRO.L a69z-0062 HORZONTAL: �KN�
, ............:�,, V , GRASSHOPPER ROAD DRAWN DIM
V���lCITY OF RALEIGH FORCE MAIN RELOCATION D5
DESIGNED AP
VERTICAL
1730 Voreity Driw, Suite 500 '®
Raleigh, North Carolina 27606 PUBLIC UTILITIES DEPARTMENT EROSION CONTROL DETAILS PRO• MOR. AP
c EOR - a1 rvKrrVIA6s - 0. ' Phone: [phone], Fax: [phone] :
B Iox - KqT rGR HxMlwucRlM I ''':� "`•...: •:�• �••
TaR -Nle rat ° •.,r i/' ; R 1110` pr• License: F-1222
CA srATus 90°k DESIGN ' C
" o B1ej} i 1 } WWW.mckincreea.com NOT FOR CONSTRUCTION