20161222 Ver 1_401 Application_20161216

SEPI
E N G I N E E R I N G &
C O N S T R U C T I O N
LETTER OF TRANSMITTAL
1025 WADE AVE
RALEIGH, NC 27605
TEL [phone]
FAX [phone]
Date:
December 12, 2016
Sent via:
Hand delivered
To:
NC DWR, 401 & Buffer Permitting Unit
Attn: Jennifer Burdette
1617 Mail Service Center
Raleigh, NC 27699-1617
SEPI Project:
EN14.022.00
Task
No.
Subject:
Turnage Heights Lift Station Abandonment & Mud Creek Outfall - 401 Certification
Packet
CC:
Note:
20161222
1 2 2016
DEQ -WATER RESOURCES
401 & BUFFER PER I
Received by: Date:

Celebrating 15 Years
SEPI
I
ON STRV CIO
N
December 12, 2016
NCDWR 401 & Buffer Permitting
Unit
Attn: Karen Higgins
1650 Mail Service Center
Raleigh, NC 27699 - 1650
o�C�C��I�{.
I i�FC 12 2016
U.S. Army Corps of Engineers:
Wilmington Regulatory Office
Attn: Eric Alsmeyer
Raleigh Regulatory Field Office
3331 Heritage Trade Drive,
Suite 105
Wake Forest, NC 27587
Re: AID SAW -2016-01/30, Nationwide Permit 12 and Riparian Buffer
Authorization Request Turnage Heights Lift Station Abandonment
and Mud Creek Outfall Project, Durham, NC, SEPI Project #EN14.022
Dear Mr. Alsmeyer:
On behalf of the City of Durham, 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 (DWR) for a Nationwide Permit 12, corresponding Water
Quality Certification, and Jordan Lake Riparian Buffer authorization.
The proposed project design consists of abandoning the existing Turnage
Heights lift station and constructing approximately 7,000 linear feet of 18 -
inch gravity outfall on new location along Mud Creek to connect to an
existing 18 -inch outfall upstream within the existing NCDOT Highway 751
right of way, and downstream to an existing sewer easement located to
the west of the Gretmar Drive cul-de-sac. The project will consist of
clearing obstructive vegetation from the new utility easement as needed,
excavation of sewer line trench, installation of 18 -inch sewer line, and
backfill with native soil.
The proposed alignment was selected to minimize the impacts to the
wetlands and streams as well as research plots within Duke Forest and the
Duke Lemur Center. The alignment was constrained by higher grades in
the southeast of the site, and generally follows the toe of the grade
change to reduce the depth of sewer and avoid lower wetland areas.
Construction equipment will utilize mats in wetland areas to minimize
wetland impacts and temporary wetland impact areas will reseeded with a
wetland plant mix and allowed to revegetate naturally. A permanent 10 -
foot maintenance easement will be maintained following construction.
A summary of the proposed project stream, wetland, and buffer impacts
are listed in the Impact Summary below.
1025 Wade Avenue I Raleigh, NC 1 27605 1 Phone: [phone] Fax: [phone]
sepiengineering. con i I @SEPlengineers

SEPI
PROJECT SUMMARY TABLE
Project Name
Turnage Heights Sewer Outfall
Construction
Project Type
Municipal - Utility
Owner / Applicant
City of Durham
County
Durham
Nearest Town
Durham
Waterbody Name
Mud Creek
Index Number
16-41-1-10
Class
C; NSW
USGS Cataloging Unit
03030002
IMPACT SUMMARY
Requested Permit Activities
Permanent Stream Impacts - 0 ft
Temporary Stream Impacts - 0 ft
Permanent Wetland Impacts - 0.104 ac
Temporary Wetland Impacts - 0.361 ac
Buffer (Zone 1) - 0 ft'
Buffer Zone 2 - 346 ft2
If you have any questions, please call me at [phone].
Eric Black
Project Manager
Attachments:
1)
Pre -construction Notification
2)
Stream/Buffer impacts drawing
3)
Figures
4)
Wetland Mitigation Availability Letter
5)
SHPO Letter
6)
NC NHP Letter
7)
NC DWR Surface Water Determination Letter
8)
Agent Authorization

o�OF W A tF9OG
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
1 a. Type(s) of approval sought from the Corps:
® Section 404 Permit ❑ Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 12 or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps?
® Yes ❑ No
1 d. Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ® Riparian Buffer Authorization
1e. Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification:
❑ Yes ® No
For the record only for Corps Permit:
❑ Yes ® No
1f. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program.
® Yes ❑ No
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes ® No
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes ® No
2. Project Information
2a. Name of project:
City of Durham - Turnage Heights Lift station Abandonment and Mud Creek Outfall
Project.
2b. County:
Durham County
2c. Nearest municipality / town:
Durham
2d. Subdivision name:
2e. NCDOT only, T.I.P. or state
project no:
N/A
3. Owner Information
3a. Name(s) on Recorded Deed:
Duke University -Williams Amy Goodreau Director Corporate Tax
3b. Deed Book and Page No.
Plat Book 000182/Plat Page 000116
3c. Responsible Party (for LLC if
applicable):
3d. Street address:
324 Blackwell St. Suite 850
11fti?
9
1
3e. City, state, zip:
Durham, NC 27701
3f. Telephone no.:
3g. Fax no.:
3h. Email address:
N/A DEO-WATER RESOURCES
Page 1 of 11
PCN Form — Version 1.4 January 2009

4. Applicant Information (if different from owner)
4a. Applicant is:
❑ Agent ® Other, specify: City of Durham Dept. of Water Management
4b. Name:
City of Durham Department of Water Management
4c. Business name
(if applicable):
4d. Street address:
101 City Hall Place
4e. City, state, zip:
Durham, NC 27701
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name:
Eric Black
5b. Business name
(if applicable):
SEPI Engineering & Construction
5c. Street address:
1025 Wade Ave.
5d. City, state, zip:
Raleigh, NC 27606
5e. Telephone no.:
919-747-5842
5f. Fax no.:
919-789-9591
5g. Email address:
[e-mail]
Page 2 of 11

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
Parcel No. 137545
1 b. Site coordinates (in decimal degrees):
Latitude: 35.9942 Longitude: - 78.9694
1 c. Property size:
9.9 acres (within project area)
2. Surface Waters
2a. Name of nearest body of water to proposed project:
Mud Creek (16-41-1-10)
2b. Water Quality Classification of nearest receiving water:
C;NSW
2c. River basin:
Cape Fear River Basin (HUC 03030002)
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The proposed construction area consists of an undeveloped forest owned by Duke University.
3b. List the total estimated acreage of all existing wetlands on the property: +/- 1.1 acres in proposed project corridor
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 0 LF in proposed
project corridor
3d. Explain the purpose of the proposed project:
The purpose of the proposed project is to construct approx. 7,000 LF of a 18 -inch gravity sewer line outfall along Mud
Creek to connect with an existing 18 -inch outfalls.
3e. Describe the overall project in detail, including the type of equipment to be used:
The project will involve clearing obstructive vegetation from new utility easement as needed, excavation of sewer line
trench, installation of 18 -inch sewer line, and backfill with native soil. Heavy equipment will be utilized, e.g. dump trucks,
back hoes, etc. Construction equipment will utilize mats in wetland areas to minimize wetland impacts and temporary
wetland impact areas will reseeded with a wetland plant mix and allowed to revegetate naturally. A permanent 10 ft.
maintenance easement will be maintained following construction.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
® Yes ❑ No ❑ Unknown
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past?
4b. If the Corps made the jurisdictional determination, what type
® Preliminary ❑ Final Desktop AID SAW -2016 -
of determination was made?
01130
4c. If yes, who delineated the jurisdictional areas?
Agency/Consultant Company: SEPI Engineering &
Construction 2016.
Name (if known) Sean Clark and Phil Beach
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
Buffer Letters from Danny Smith, DWR dated November 17, 2014 (JBRRO#14-375) and August 9, 2016 (JBRRO#14-
375v2) are attached.
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, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project?
❑ Yes ® No
6b. If yes, explain.
Page 3 of 11
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.
2a.
2b.
2c.
2d.
2e.
2f.
Wetland impact
Type of jurisdiction
number
Type of impact
Type of wetland
Forested
Corps (404, 10) or
Area of impact
Permanent (P) or
(if known)
DWQ (401, other)
(acres)
Temporary T
Wet B (P)
Fill
Bottomland
Yes
404/401
0.005
Hardwood
Wet B (T)
Fill
Bottomland
Yes
404/401
0.02
Hardwood
Wet D (P)
Fill
Bottomland
Yes
404/401
0.089
Hardwood
Wet D (T)
Fill
Bottomland
Yes
404/401
0.299
Hardwood
Wet EA (P)
Fill
Headwater
Yes
404/401
0.002
Forest
Wet EA (T)
Fill
Headwater
Yes
404/401
0.005
Forest
Wet E & F (T)
Fill
Headwater
Yes
404/401
0.001
Forest
Wet G (P)
Fill
Headwater
Yes
404/401
0.008
Forest
Wet G (T)
Fill
Headwater
Yes
404/401
0.036
Forest
2g. Total wetland impacts
0.465
2h. Comments: There are a total of 4526.09 ft2 of permanent wetland impacts and 15,726.83 ft2 of temporary wetland impacts
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
Temporary (T)
intermitte
nt (INT)?
(feet)
(linear
feet)
N/A
3h. Total stream and tributary impacts
0
3i. Comments: N/A
Page 4 of 11
PCN Form — Version 1.4 January 2009

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a.
4b.
4c.
4d.
4e.
Open water
Name of
impact number —
waterbody
Type of impact
Waterbody type
Area of impact (acres)
Permanent (P) or
(if applicable)
Temporary T
N/A
0
4f. Total open water impacts
0
4g. Comments: There are no open waters within the project boundaries.
Page 5 of 11

5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5a.
5b.
5c.
5d.
5e.
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
Pond ID
Proposed use or
(acres)
number
purpose of pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
N/A
5f. Total
0
0
0
0
0
0
0
5g. Comments: This project does not propose Pond or Lake construction
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
N/A
5j. Size of pond watershed (acres):
N/A
5k. Method of construction:
N/A
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a. Project is in which protected basin?
❑ Neuse ❑ Tar -Pamlico ❑ Catawba ❑ Randleman ® Other: Jordan
Lake Watershed
6b.
6c.
6d.
6e.
6f.
6g.
Buffer impact
number —
Reason
Buffer mitigation required?
Zone 1 impact
Zone 2 impact
Permanent (P) or
for
Stream name
(square feet)
(square feet)
Temporary T
impact
T
Sewer
UT to Mud
No
0
346.14
line
Creek
6h. Total buffer impacts
346.14
6i. Comments: Temporary parallel buffer impacts to Zone 2.
Page 6 of 11

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The alignment was constrained by grade changes in the southeast of the site and generally follows the toe of grade
to reduce the depth of sewer and avoid lower wetland areas.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Logging mats will be used in wetland areas. Temporary fencing will be placed on wetland edges where
practicable to minimize temporary wetland impacts.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
® Yes ❑ No
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ® Corps
2c. If yes, which mitigation option will be used for this
project?
® Mitigation bank
❑Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank: Cripple Creek Stream & Wetland Mitigation Bank
3b. Credits Purchased (attach receipt and letter)
Type: Choose one
Quantity N/A
Type: Choose one
Quantity N/A
Type: Choose one
Quantity N/A
3c. Comments: See attached letter for availability of 0.104 acres of compensatory wetland mitigation credits
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
N/A
4c. If using stream mitigation, stream temperature:
Choose one
4d. Buffer mitigation requested (DWQ only):
4e. Riparian wetland mitigation requested:
4f. Non -riparian wetland mitigation requested:
4g. Coastal (tidal) wetland mitigation requested:
4h. Comments: N/A
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan. N/A
Page 7 of 11

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
❑ Yes ® No
buffer mitigation?
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
6c.
6d.
6e.
Zone
Reason for impact
Total impact
Multiplier
Required mitigation
(square feet)
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
N/A
6h. Comments: Alignment of the proposed project will result in minimal impacts to protected stream buffers. Additionally,
proposed impacts occur only within Zone 2 which are allowable for Zone 2 impacts other than perpendicular crossings.
Page 8 of 11

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified
® Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
Comments: Diffuse flow will be maintained during construction. Plans will be
❑ Yes ® No
included in required Sediment and Erosion Control Plan.
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: It is anticipated that greater than 1 acre
of land disturbance will occur during construction. The proposed project will not include additional impervious surfaces. A
construction storm water/erosion control plan will be submitted to the NCDEQ for approval.
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
N/A
2e. Who will be responsible for the review of the Stormwater Management Plan?
Durham County
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project?
Durham County
® Phase II
❑ NSW
3b. Which of the following locally -implemented stormwater management programs
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ® No
attached?
4. DWQ Stormwater Program Review
❑ Coastal counties
❑ HOW
4a. Which of the following state -implemented stormwater management programs apply
❑ ORW
(check all that apply):
❑ Session Law 2006-246
❑ Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 9 of 11
PCN Form — Version 1.3 December 10, 2008 Version

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal/state/local) funds or the
® Yes ❑ No
use of public (federal/state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes ® No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
El Yes ❑ No
letter.)
Comments: N/A
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑ Yes ® No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after -the -fact permit application?
❑ Yes ® No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
❑ Yes ® No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
Sediment and erosion controls will be utilized during construction to prevent degradation of stream resources. The
proposed sewer line will be tied to existing City of Durham sewer outfalls.
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.
There is no anticipated wastewater discharge anticipated for the proposed project.
Page 10 of 11
PCN Form — Version 1.3 December 10, 2008 Version

5. - Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
❑ Yes ® No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑ Yes ® No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted.
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
Natural Heritage Element Occurence shapefiles (2016) from NCCGIA that were queried. See attached letter.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ® No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
The proposed project takes place in Durham County which is not near any coastal or tidal habitat that would support EFH
(i.e. salt marshes, oyster reefs, etc.).
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
❑ Yes ® No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
Please see letter from NC Department of Cultural Resources dated September 9, 2014.
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: The project will not change preconstruction elevations within the
proposed project area.
8c. What source(s) did you use to make the floodplain determination?
http://fris.nc.gov/fris/index.aspx?FIPS=063&ST=NC&user-General Public#
Timothy E. Black
12/12/2016
Applicant/Agent's Printed Name
Date
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization letter from the applicant
isprovided.)
Page 11 of 11

WETLAND 'B' IMPACTS
DRAINAGE 1 (SEE SHEET W1)
(NON—JURISDICTIONAL)
WETLAND 'A'
NO IMPACTS
.
I
START PROJECT
I --
DRAINAGE 2
(NON—JURISDICTIONAL)
VvNFKZ4&CEEED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
F-1222
www. mckimcreed. cam
MUD CREEK q
-� (FROM GIS, SHOWN FOR REFERENCE)
CSR 1,301 /
WETLAND 'D' DRAINAGE 11B
NO' IMPACTS (NON—JURISDICTIONAL)
QRAINAGE
(NON—JUR134CTIONAL)
WETLAND 'D' IMPACTS WETLAND 'EA' IMPACTS
(SEE SHEET W3) (SEE SHEET W5)
`—WETLAND 'D' IMPACTS
(SEE SHEET W4)
DRAINAGE 20
(NON—JURISDICTIONAL)
DRAINAGE
[DRAINAGE 4 (NON—JURISDICTIONAL)
(NON—JURISDICTIONAL)
WETLAND 'D' IMPACTS
(SEE SHEET W2)
DURHAM
CITY OF DURHAM
DEPARTMENT OF WATER
MANAGEMENT
1869
CITY OF MEDICINE
STREAM AND WETLAND
VICINITY MAP
WETLAND 'E' IMPACTS
(SEE SHEET W6)
WETLAND 'F' IMPACTS
(SEE SHEET W6)
END PROJECT
L—WETLAND 'G' IMPACTS.
(SEE SHEET W7)
STREAM 11 IMPACTS
(SEE SHEET S1)
STREAM 11 TOP OF BANK
TURNAGE HEIGHTS UFT STAl10N
ABANDONMENT AND
MUD CREEK OUTFALL
500' 0 500' 1000'
SCALE: 1"=0' (Horiz.)
DATE DECEMBER 401e
MCE PROJ.
/ 3079-0007
DRANK
DM1
DESIGNED
BIIL
CHECKED
an
PROD. MGR.
BRL
SCALE
ow'u Min
HORIZONTAL
D"WhC MAI"
1'-600'
vER„CAL
G-1
NA
STATUS: ISSUED FOR PERMIT �140N

e�
Wf
o� 6 !�
44
ALL 44 ! \
'D8 _06
,ti% ANDS
ALL
2 A111/ �t
zi
.00
��
c I, WF_ l
STREAM 11 ZONE 2 IMPACT
TOP OF BANK INF_>> TEMPORARY
WF -03
Z2----- Z
F-04
r,Q4
A&4 � 44
4 ti
JORDAN LAKE BUFFER AND STREAM IMPACTS
STREAM 11
ZONE 1
ZONE 2
STREAM
IMPACT
fARI
SQ FT
SQ FT
WIDTH (FT)
LENGTH (FT)
PERM. (PROP. ESMT)
PERM. (TOTAL)
TEMP. (PROP. ESMT)
1
346.14
TEMP. (TOTAL)
v0m&
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
F-1222
www.mckimereed.com
DURHAM
CITY OF DURHAM
DEPARTMENT OF WATER
MANAGEMENT
1869
CITY OF MEDICINE
STREAM 11 IMPACTS
WETLANDS
® ZONE 2 TEMP. IMPACT
— — — LIMITS OF DISTURBANCE
PERMANENT EASEMENT
— — — — — TEMPORARY CONSTRUCTION EASEMENT
Z1— — STREAM BUFFER ZONE 1
—
—Z2— — STREAM BUFFER ZONE 2
NOTE:
SEE SHEET W6 FOR WETLAND 'F' IMPACTS
TURNAGE HEIGHTS UFT STATION
ABANDONMENT AND
MUD CREEK OUTFALL
%TInuljjj�
CARO��
�.Q..............FESS10 •.��
��''��F • FNGI R.�'�Q`�•�•
0/ f ; A i V0P '
h 191 6
20' 0 20' 40'
SCALE: 1"=20' (Horiz.)
DATE DEOOMER 201E
MCE PROD.
# 3079-0007
DRAYM
DMI
DESIGNED
fARI
CHECKED
E11L
PROD. MGR.
m
SCALE MC F1111 101111ill!119e
HORIZONTALopmm NaiIIIIIIIIIIII
1'—w
VERTICAL S-1
NA
ISS1 FOR PERMIT ' ""

1 -WF WB -01
CWF WB -02
A1I-
�u1t TEMPORARY WETLANDS IMPACTS
r -WF WB -10 "11,/ 2 853.22 SF OR 0.020 ACRES
rWF WB -09 = s-
FWF WB -04 _-=1�■�-
_ r
WF WB�O 00
WF 40-08 k
1 '�
` +00 Al
r
WF WB -07
WE WB -p5 a
10' PERMANENT MAINTANANCE
CORRIDOR WETLAND IMPACT 06
WF WBlie
199.79 SF OR 0.005 ACRES
v M�IQM�
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
F-1222
www.mckimcreed.com
WETLAND POINT TABLE
DESCRIPTION
NORTHING
EASTING
WF W13-01
815827.70
2007993.52
WF WB -02
815849.72
2008022.17
WF WB -04
815854.69
2008055.13
WF W19-04
815865.08
2008077.25
WF WB -05
815854.91
2008126.36
WF WB -06
815845.64
2008132.84
WF WB -07
815847.83
2008089.98
WF WS -08
815837.62
2008061.92
WF WB -09
815828.42
2008019.18
WF WI
815811.52
2007995.71
DURHAM
CITY OF DURHAM
DEPARTMENT OF WATER
MANAGEMENT
1869
CITY OF MEDICINE
WETLAND 'B' IMPACTS
y WETLANDS
® TEMPORARY WETLANDS IMPACT
+++� PERMANENT MAINTANANCE IMPACT
-�- - — LIMITS OF DISTURBANCE
PERMANENT EASEMENT
- - - - - TEMPORARY CONSTRUCTION EASEMENT
TURNAGE HEIGHTS LIFT STATION
ABANDONMENT AND
MUD CREEK OUTFALL
20' 0 20' 40'
SCALE: 1"=20' (Horiz.)
DATE: DECEMM 2016
MCE PROD.
/ 3070-0007
DRAM
D9M
DESIGNED
CHECKED
611E
PROJ, MGR,
SM
SCALEr.0 FU M,dffx
HORIZONTAL' aAIM MANI
1'-20'
VERnCAL• W- 1
NA
STATS: ISSUED FOR PERMIT '""

7WF WD -46 WF WD -41-I N
011 011
�� .
011 4V
01' �1- TEMPORARY WETLANDS IM CT
WD -45 217.78 SF OR 0.005 ACRES
011
01� moi/
i 4V
vNFMM &
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
F-1222
www.mckimcreed.com
�' r27+00
I -WF WD -44 '
26+00 CWF WD -43
/--------------� /��100
WFTI ANn PnINT TARI F
DESCRIPTION
NORTHING
EASTING
WF WD -41
816230.42
2008526.58
WF WD -42
816188.78
2008500.96
WF WD -43
816170.34
2008488.12
WF WD -44
816164.21
2008443.97
WF WD -45
816181.08
2008410.16
WF WD -46
816198.06
2008385.30
WF WD -47
816179.23
2008374.43
WF WD -48
816185.50
2008345.40
DURHAM
CITY OF DURHAM
DEPARTMENT OF WATER
MANAGEMENT
1869
CFfY OF MEDICINE
WETLAND 'D' IMPACTS
VICINITY MAP
y WETLANDS
® TEMPORARY WETLANDS IMPACT
LIMITS OF DISTURBANCE
PERMANENT EASEMENT
- - - - - TEMPORARY CONSTRUCTION EASEMENT
TURNAGE HEIGHTS LIFT STATION
ABANDONMENT AND
MUD CREEK OUTFALL
�N CARO
�•• . '
`�.� �. • 0itSS/04. •'9
''1�41R LAT
20' 0 20' 40'
SCALE: 1"=20' (Horiz.)
DATE eEA01lk7t 201!
MCE PROJ.
/ 3079-4007
DRAW
D!1
DESIGNED
ax
CHECKED
dR.
PRW. MGR.
dIL
SCAM "" FU ""®'
HORIZONTAL- ORMM
1'-20'
VERTICAL: W-2
NA
r "Tus: ISSUED FOR PERMIT ""

jLL
gpALL
� � ,,IIt �lll� �Illc ,IIIc � �` � ,lutllc 'll" a111c WF WD -20 � -,,L
WF .I a �8
wD- WF WD -25 W� "w,
i
�lllt ,lhc ,illi
33 � �� � � � �I� WF WD -26 lu. ��'Liu� � � � 'm` '!u` .ds �lltc �Illc .,1'`- =� �• � �/
alllc AIL WF WD -29 011,,ml �I� —
�il1t
,� =� = WF Wp-23 WF WD– 35+00
34+
�— WF I,'D– 1 WD -30 33+00 RIP–RAP
32+00
TEMPORARY WETLANDS IMPACTS
267.55 SF OR 0.006 ACRES
v Nn< M& CEEED
1730 Varsity Drive. Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
F-1222
www.mckimereed.com
WETLAND POINT TABLE
DESCRIP77ON
NORTHING
EAS77NG
WF 14D-20
816780.92
2009068.51
WF WD -21
816759.03
2009084.20
WF WD -22
816697.96
2009035.79
WF WD -23
816643.71
2008981.94
WF WD -24
816653.60
2008942.84
WF WD -25
816637.37
2008922.06
WF WD -26
816617.26
2008924.50
WF WD -27
816579.82
2008855.51
WF WD -28
816570.88
2008858.25
WF WD -29
816573.18
2008889.25
WF WD -30
816539.14
2008884.98
WF 140-31
816524.39
2008867.53
WF WD -32
816527.07
2008824.43
DURHAM
CITY OF DURHAM
DEPARTMENT OF WATER
MANAGEMENT
1869
QTY OF MEDICINE
DRAINAGE 20
DRAINAGE 4 (NON–JURISDICTIONAL)
(NON–JU RISDICTIONAL)
WETLANDS
MCE PROD.
• 3079—
``,tunur►rry��
\N CA Rp�'�.�.
0611
�•
��• '�F �'t�'••.•
TEMPORARY WETLANDS IMPACT
:: Q�
sr1
PROJ. MGR.
— - - — LIMITS OF DISTURBANCE
-
— — PERMANENT EASEMENT
— — — — — TEMPORARY CONSTRUCTION EASEMENT
�i�
rr fill
it�4r,�
WETLAND 'D' IMPACTS (CONVD)
TURNAGE HEIGHTS LIFT STATION
ABANDONMENT AND
MUD CREEK OUTFALL
30' 0 30' 60'
SCALE: 1"=30' (Horiz.)
DATE DECEMBER 4016
MCE PROD.
• 3079—
DRAWN
0611
DESIGNED
6u
CHECKED
sr1
PROJ. MGR.
WL
04
STATUS: ISSUED FOR PERMIT ""
we FXE'ULW
SCALE
HORIZONTAL'
MAW "LAW
1'-30'
VERTICAL
W-3
NA
STATUS: ISSUED FOR PERMIT ""

Af
DRAINAGE 118 4t 4
(NON—JURISDICTIONAL)
/4*140
101,
i
—_/
Nk- SVC • •
44t_ —POWWOW
�A, S `44,
',—TEMPORARY WETLANDS IMPACTS 1w< 4k 44< 4A
'12534.27 SF OR 0.288 ACRES WF-4VD—W
ii� 4W
46
`10 06
oir 0>
`�
A 10' PERMANENT MAINTANANCE a W` 44.,,00
CORRIDOR WETLAND IMPACT
RAP 3884.23 SF OR 0.089 ACRES WNI
!y0
v MrIQM£�
V1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
F-1222
www.mckimereed.com
WETLAND POINT TABLE
DESCRIP77ON
NORTHING
EAS77NG
WF—WD-06
817648.44
2009244.35
WF -10-07
817657.49
2009244.42
WF—WD-08
817656.91
200923337
WF -111D-05
817617.63
2009225.41
WF—WD-04
817577.81
2009232.55
WF—WD-09
817627.33
2009195.76
WF—WD-10
817623.07
2009161.71
WF--WD-02
817502.61
2009249.05
WF—WD-01
817499.77
2009283 60
WF—WD-03
817527.54
2009229.10
WF--WD-00
817528.62
2009288.08
WF WD -11
817221.53
2009236.78
WF WD -12
817188.26
2009218.54
WF WD -13
817153.51
2009180.83
DURHAM
CITY OF DURHAM
DEPARTMENT OF WATER
MANAGEMENT
1869
CITY Of WOCNE
y WETLANDS
® TEMPORARY WETLANDS IMPACT
++++ PERMANENT MAINTANANCE IMPACT
— — — LIMITS OF DISTURBANCE
PERMANENT EASEMENT
— — — — — TEMPORARY CONSTRUCTION EASEMENT
DRAINAGE FEATURE CENTER LINE
WETLAND 'D' IMPACTS (CONT'D)
TURNAGE HEIGHTS LIFT STATION
ABANDONMENT AND
MUD CREEK OUTFALL
CARO
.pF
ESS/0,4
—zz
40' 0 40' 80'
SCALE: 1"=40' (Horiz.)
DATE OECEMM 2M6
TACE PROJ.
/ 3070-0007
DRAM
Dm
DESIGNED
ELL
CHECKED
am
PROJ. MGR.
EL
SCALE we a,E M.an
HORIZONTAL au� ■fit
I' -4W
VERTICAL W-4
NA
STATUS: PMED FOR PERMIT "`"m

.. -- -- — ------
CWF -WEA -04 \ \ \
45+00 WF- WEA -057
WF -WEA -OE
10' PERMANENT MAINTANANCE ,ll�
• CORRIDOR WETLAND IMPACT
85.05 SF OR 0.002 ACRES WF-WEA-07AAll-
vWFMM&CMED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
F-1222
www.mcklmcreed.com
WF-WEA-03
WF-WEA-�2
TEMPORARY WETLANDS IMPACT
228.08 SF OR 0.005 ACRES
a
(WF-�WEA-08 WF -WEA• -01
WETLAND POINT TABLE
DESCRIPTION
NORTHING
EASTING
WF—WEA-01
817640.07
2009407.80
WF—WEA-02
817654.89
2009387.63
WF—WEA-03
817674.46
2009378.56
WF—WEA-04
817679.07
2009366.31
WF—WEA-05
817668.41
2009359.59
WF—WEA-06
817646.12
2009370.68
WF—WEA-07
817629.28
2009370.01
WF—WEA-08
817615.26
1 2009388.20
DURHAM
CITY OF DURHAM
DEPARTMENT OF WATER
MANAGEMENT
1869
CITY OF MEDKM
WETLAND 'EA' IMPACTS
WETLANDS
® TEMPORARY WETLANDS IMPACT
++�+ PERMANENT MAINTANANCE IMPACT
- - — LIMITS OF DISTURBANCE
PERMANENT EASEMENT
— — — — — TEMPORARY CONSTRUCTION EASEMENT
20' 0 20' 40'
SCALE: 1"=20' (Horiz.)
TURNAGE HEIGHTS UFT STATION
ABANDONMENT AND I
MUD CREEK OUTFALL
DATE DECOIeEit 2016
MCE PROJ,
/ 3079 0007
DRAM
OM1
DESIGNED
CHECKED
B11L
PROJ. MGR.
MIL
SCALE
HORIZONTAL, qCAMIG whom
1•-20'
VERTICAL: W-5
NA
STATUS: ISSUED FOR PERMIT

as+00 8
I I X
--
-0-
Z2- W~ -
r 295
711-11
DRAINAGE �� / �` ��w��IJDS '�` ,i
(NON -JURISDICTIONAL) i' / / '�� "1" �� ��"
�n:•12� '`
WE -11
WETLANDS
WE�AND�., ._ V
y: WE -15 TTWE- Oi
WE -14
® TEMPORARY WETLANDS IMPACT
-- - - -� LIMITS OF DISTURBANCE
PERMANENT EASEMENT
- - - - - TEMPORARY CONSTRUCTION EASEMENT
DRAINAGE FEATURE CENTER LINE
- - Z1 - - STREAM BUFFER ZONE 1
- - Z2 - - STREAM BUFFER ZONE 2
46
v NI�TQM£�
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
F-1222
www.mckimcreed.com
DURHAM
-
1869
CITY OF MEDICINE
i /
oe TEMPORARY WETLANDS IMP
145.99 SF OR 0.001 ACRES
titin � 0-1 of / /
WFTI AND 'F' POINT TABLE
DESCRIPTION
NORTH114G
EAS77NC
WF-14TTWF01
818561.61
2010366.06
WF -01
818568.90
11�1 100,
WE
818556.03
2010328.43
--
818531.61
2010347.94
WF -03
"o,
fl65 �
WE -0 2
WF -04
1
00 /
WF -05
818470.78
2010238.23
WE -06
818439.50
.�pP
cF
�n:•12� '`
WE -11
WETLANDS
WE�AND�., ._ V
y: WE -15 TTWE- Oi
WE -14
® TEMPORARY WETLANDS IMPACT
-- - - -� LIMITS OF DISTURBANCE
PERMANENT EASEMENT
- - - - - TEMPORARY CONSTRUCTION EASEMENT
DRAINAGE FEATURE CENTER LINE
- - Z1 - - STREAM BUFFER ZONE 1
- - Z2 - - STREAM BUFFER ZONE 2
46
v NI�TQM£�
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
F-1222
www.mckimcreed.com
DURHAM
-
1869
CITY OF MEDICINE
i /
oe TEMPORARY WETLANDS IMP
145.99 SF OR 0.001 ACRES
titin � 0-1 of / /
WFTI AND 'F' POINT TABLE
DESCRIPTION
NORTH114G
EAS77NC
WF-14TTWF01
818561.61
2010366.06
WF -01
818568.90
2010352.99
WF -04
818556.03
2010328.43
WF -13
818531.61
2010347.94
WF -03
818545.20
2010300.71
WF -04
818505.90
2010287.97
WF -05
818470.78
2010238.23
WF -10
818439.50
2010257.81
101IF-09
818417.15
2010231.04
WF -08
818417.78
2010211.84
WF -07
818439.64
2010203.95
WF -06
818460.17
2010216.18
WF -12
818485.80
2010292.54
WF -11
818459.30
2010289.51
CITY OF DURHAM
DEPARTMENT OF WATER
MANAGEMENT
WFTI AND 'F' POINT TARI F
�V/("i0
ZZ \
�.-04
DESCRIPTION
NORTHING
EASTING
WE -01
818314.10
2010200.94
WE -02
818358.66
2010197.45
WE -03
818387.09
2010207.15
KE -04
818402.39
2010195.01
WE -05
818361.55
2010184.27
WE -06
818318.94
2010178.43
WE -07
818290.10
2010159.15
WE -08
818269.09
2010142.72
WE -09
818238.40
2010128.75
WE -10
818206.44
2010108.80
WE -11
818190.34
2010112.08
WE -12
818210.62
2010126.47
WE -13
818212.58
2010150.97
WE -14
818242.98
2010155.74
WE-15TTWE-01
818274.06
2010179.76
WETLAND 'E' do 'F' IMPACTS
TURNAGE HEIGHTS UFT STATION
ABANDONMENT AND
MUD CREEK OUTFALL
WF_
1_�;A'`{?F0 i
NOTE:
SEE SHEET S1 FOR STREAM 11 IMPACTS
��Iunllrrr��
CARO
�` ��•`pFESSIp'' �9 '�
1N�
L A 1
�rruLAI ��``�
40' 0 40' 80'
SCALE: 1"=40' (Horiz.)
DATE DECEMOM 2016
MCE PROJ.
/ 3070-0007
DRAM
DIM
DESIGNED
ORL
CHECKED
BRI.
PROD. MGR.
ORL
SCALE " "f A&M
HORIZONTAL oMWO NOM
I'-40'
VERTICAL W-6
NA
STATUS: ISSUED FOR PERMIT "'

\
TEMPORARY
WETLANDS IMPACTS WF-WGP4
1579.94 SF OR
0.036 ACRES
At-
.��►t,.
,i Ail-
WFC 15 'qL' ALALL
AU
� � � � � ,� slut- W
sllls-
r �\ ♦ GO
`:NF�`1�Q8 • �
- WGO.290
,
�N `DOT • •'� �
v�£�
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
F-1222
www.mckimcreed.corn
WF- WG01
- Y
�111L NalWF-WG03
,lit, 10' PERMANENT MAINTANANCE
CORRIDOR WETLAND IMPACT
357.02 SF OR 0.008 ACRES
WG04
�1
- WG05���� •
tel. i
WETLANDS
® TEMPORARY WETLANDS IMPACT
++++ PERMANENT MAINTANANCE IMPACT
- - LIMITS OF DISTURBANCE
- PERMANENT EASEMENT
- - - - - TEMPORARY CONSTRUCTION EASEMENT
DURHAM
CITY OF DURHAM
DEPARTMENT OF WATER
MANAGEMENT
1869
CITY OF MEDICINE All
WETLAND 'G' IMPACTS
TURNAGE HEIGHTS LIFT STATION
ABANDONMENT AND
MUD CREEK OUTFALL
WETLAND POINT TABLE
DESCRIPTION
NORTHING
EASTTNG
WF- WG08
818639.82
2010392.35
WF--WG09
818637.88
2010382.42
WF -1111G10
818643.33
2010379.30
WF-%Gll
818660.92
2010384.18
WF--WG12
818672.48
2010391.27
WF-WG13
818685.04
2010398.23
WF--NG14
818688.43
2010379.98
WF--WG15
818712.93
2010367.13
WF-wol
818773.09
2010462.96
WF- WG03
818738.50
2010448.30
WF--WG02
818759.56
2010451.10
WF--WG04
818716.90
2010452.09
WF-NIG05
818696.01
2010448.49
WF- WG06
818680.74
2010425.75
WF --W07
818670.66
2010414.16
.. R
-'O[s'sro,��'�9'
JTT /
GINt
L Al \'*" `.
nlnl I1 ��
20' 0 20' 40'
SCALE: 1"=20' (Horiz.)
DATE DEICEMM:R 201E
MCE PR J.
I 3M-0007
DRAPIN
DON
DESIGNED
MIL
CHECKED
ML
PROD. MGR.
MIL
SCALE mw "`warm
HORIZONTAL M1411116 num
1'-2d
vmncm- W-?
NA
r "us: ISSUED FOR PERMIT -

300 RD
50
300
400
OF. 15
i
ERWIN co 5� A, -
RD -� � � �'�
i
1350
s - LA \J
%QO
z 3Q0
Q Cn
z
Q 300 350
n
1,000 500 0 1,000 Feet Preferred Alternative Corridor
Project Location GRANVILLE Figure 1 - USGS Topographic Map N
ALAMANCE ORANGE URHAM FRANKLIN Turnage Heights Lift Station Abandonment & Mud Creek Outfall Southwest Durham & E P I
SEPI Project #EN14.022.00 Northwest Durham Quadrangles, 2013
WAKE Durham County, NC August 3, 2016 E N G I N E E R I N G &
CHATHAM JOHNSTOd CONSTRUCT I ON

rieu
Ch /1V0 1 , if HE
r
APQWSC
�� !
�1� ! I MUG. -�: �, r f -
t ,Cc
�.Wx E,
Ws61�WSE
i
it
WmD
WSE
wscGrC
GrC rB _ __T _ MfC
f W5C ;
c Ws E � -� .-.
BYP
v
11 li GrC 4 Ch W5E
N PfE' ' �I MfD
fi,�f B i 17 U Ch
-
MfB ;%% '�, _. BYP
MfC ��
G rC
MfD
Gir
. _ MfD f
t
Of P
:*;rB Ws
WSC
MfIJ , GrBti -- rC
W
WsE �, G
WAC
GrB ; GrB r �' 11 I --
IrCPfE MfD
GrB �y / / �� Gyp WSB
`�
GrBMfD y� - I 5D2 ` i
MfC
An
s U
_1Ns
MfD." vi i
BYP Ch M fC M D
` Gr 1
C W n I
1
IrC
M f B I
` C h
M tC J1
C WsC
ti \, WXE -YWsE Preferred Alignment
1,000 500 0 1,000 Feet �-- WSC
WsE }. j
AIB
Figure 2 - Soil Survey Map N
4Project Location f GRANVILLE/
ORANGE URHAM' FRANKLIN Turna a Heights Lift Station Abandonment & Mud Creek Outfall Durham Count Soil Survey, 1976
ALAMANCE '� 9 g y Y� �
SEPI Project #EN14.022.00 Soil Sheets 20 & 25
WAKE Durham County, NC November 2016 E N G I N E E R I N G &
CHATHAM JOHNSTOq C 0 N S T R U C T 1 0 N

.7 ..a'7Z'-. .., - .-„a, -.. .. yc a.. rpm +ge��t "nC'�l".'r - « •a +:,.. .c �a , - -': "- �- F'. SIS .. -i 7'•"-... ,, , .
� i '`" ��'%r1F' �" - '`µ '�di �� '. - � t-� xL-Chi.... •`^'� °J �.F. _}R" 4 � °�F �, ,K x -.. � - �.. r -rte -
:a t t :,,,.� .lF_. z: ..�,,. ,.: a �,`" c -dEt� � � � ,'f�,f '�i r;, ,' x � •� `� �z;# '-mac. ' �s �f
V.�;,
�,., ,. �, - .., , .• E :�;, ,"yK. ..... 'w f^. dl ,_fir t. � 3 s
t,
•s
Wetland IvNB
I
Siream 5
Wetland V'I'A
amilliD�ainac
125 250
Project Location
WANCE ORANGE
CHATHAM
500 F
FRANKLIN
WAKE
rai
Streann 6,
Wetiand WC)
Figure 3A - Wetland and Stream Sketch Map
Turnage Heights Lift Station Abandonment & Mud Creek Outfall
Durham County, NC
SEPI Proiect # EN14.022.00
NOTE: This map is intended for informational purposes only
and does not constitute a certified survey of the area or provide
the required jurisdictional determination.
Riparian buffers shown approximately reflect the field
determinations made by Ms. Cherri Smith of NCDWR
on October 14, 2014 and June 30, 2016.
e
Buffers may also be applicable to wetland areas 1.0 acre
in size or larger.
*Wetland boundaries, streams, and riparian buffers may
extend beyond the project study areas.
Map Created by P. Beach 20160803
n
250 500
Drainage •
Drainage 20
IDPreferred Alignment
Perennial Stream
-- - Intermittent Stream
Ephemeral Stream
Jordan Lake Riparian Buffers*
— Delineated Wetland Line*
® Wetlands*
2SEPI
E N G I N E E R I N G &
C O N S T R U C T I O N

QPreferred Alignment
Perennial Stream
Intermittent Stream
- - Ephemeral Stream
Jordan Lake Riparian Buffers*
Delineated Wetland Line*
® Wetlands*
6,
Project Location GRANVILLE
FRANKLIN
-AMANCE ORANGE URHAM
WAKE
CHATHAM
'A
r
Stream 11
UT Mud Cree
NOTE: This map is intended for informational purposes only
and does not constitute a certified survey of the area or provide
the required jurisdictional determination.
Riparian buffers shown approximately reflect the field
determinations made by Ms. Cherri Smith of NCDWR
on October 14, 2014 and June 30, 2016.
Buffers may also be applicable to wetland areas 1.0 acre
in size or larger.
*Wetland boundaries, streams, and riparian buffers may extend 0 150 300 600 Fee
beyond the project study area. I i i I I i i i 1
Figure 3B - Wetland and Stream Sketch Map
Turnage Heights Lift Station Abandonment & Mud Creek Outfall
Durham County, NC
SEPI Proiect # EN14.022.00
G1
Map Created by P. Beach 20160803
0 300 600
Feet
2SEPI
E N G I N E E R I N G &
C 0 N S T R U C T 1 0 N

Statement of Mitigation Credit Availability
Cripple Creek Stream & Wetland Mitigation Bank
December 6, 2016
Mr. Eric Alsmeyer
U.S. Army Corps of Engineers
Raleigh Regulatory Field Office
3331 Heritage Trade Drive
Suite 105
Wake Forest, NC 27587
Re: Availability of Compensatory Stream Mitigation Credits
Project: Turnage Heights Lift Station Abandonment & Mud Creek Outfall
We are providing this letter in accordance with 33 CFR §332.8(r), to confirm that .104 Riparian Wetland Mitigation
Credits (Credits) from the Cripple Creek Stream & Wetland Mitigation Bank (Bank) are currently available and may
be used, once transferred, for compensatory mitigation relative to the Turnage Heights Lift Station project, and as
proposed by City of Durham Department of Water Management (Applicant).
The Applicant may ultimately purchase the Credits, if they are available, following Permit issuance. Should the
Applicant purchase the Credits at that time, we will complete and execute the Compensatory Mitigation
Responsibility Transfer Form (Transfer Form) within five (5) days of receipt of the full purchase price.
We will additionally provide copies of the completed and executed Transfer Form to the Applicant, the Bank's US
Army Corps (USACE) Project Manager and, if needed, other regulatory agencies. In addition, we will provide USACE
with an updated copy of the Bank's Ledger, reflecting the transaction. Transaction information in the updated Bank
Ledger will include relevant Permit and Applicant information as well as the number and resource type of the debited
Credits.
Should your office have any questions, please contact me at 919.334.9123.
Sincerely,
Tiffani Bylow
Restoration Systems, LLC

North Carolina Department of Cultural Resources
State Historic Preservation Office
Ramona M. Bartos, Administrator
Governor Pat McCrory
Secretary Susan Kluttz
September 9, 2014
Kim Hamlin
SEPI Engineering & Construction
1025 Wade Avenue
Raleigh, NC 27605
Office of Archives and History
Deputy Secretary Kevin Cherry
Re: Tumage Heights Lift Station Abandonment and Mud Creek Outfall, Durham, Durham County,
ER 14-1904
Dear Ms. Hamlin:
Thank you for your letter of August 20, 2014, concerning the above project.
We have conducted a review of the project and are aware of no historic resources which would be affected by
the project. Therefore, we have no comment on the project as proposed.
The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the
Advisory Council on Historic Preservation's Regulations for Compliance with Section 106 codified at 36 CFR
Part 800.
Thank you for your cooperation and consideration. If you have questions concerning the above comment,
contact Renee Gledhill -Earley, environmental review coordinator, at 919-807-6579 or renee.gledhill-
earleca,ncdcr.gov. In all future communication concerning this project, please cite the above referenced
tracking number.
Sincerely,
6PIRamona M. Bartos
Location: 109 East Jones Street, Raleigh NC 27601 Mailing Address: 4617 Mail Service Center, Raleigh NC 27699-917 Telephone/ Fax: [phone]-6599

September 12, 2016
philip beach
sepi
1025 Wade Ave
Raleigh, NC 27605
RE: Tumage Heights Sewerline
Dear philip beach:
PAT XkCRORV
cwwer eor
SUSA_\ I LUTTZ
S-)
NCNHDE-2202
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 indicates that there are records for rare species, important natural
communities, natural areas, or conservation/managed areas within the proposed project boundary. These
results are presented in the attached 'Documented Occurrences' tables and map.
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.
Also please note that 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 an occurrence of a Federally -listed species is documented near the project area.
If you have questions regarding the information provided in this letter or need additional assistance, please
contact Suzanne Mason at suzanne.mason&-ncdcr.aov or 919.707.8637.
Sincerely,
NC Natural Heritage Program
-. -'Nothing Compares%.
State of A mth Catotma I Department of Natural and Culnual Resource:
109 East ?ons Street I Raleigh_ NC :-601
9I9-907-7300

Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Intersecting the Project Area
Turnage Heights Sewerline
September 12, 2016
NC N H DE -2202
Element Occurrences Documented Within 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
Vascular Plant 28166 Eurybia spectabilis Showy Aster 1955-09-29 H 3 -Medium --- Significantly G5 S2?
Rare Other
Natural Areas Documented Within Project Area
Site Name Representational Rating Collective Rating
Duke Forest Oak -Hickory Upland R2 (Very High) C5 (General)
Gate 4 Mafic Forests R5 (General) C4 (Moderate)
Managed Areas Documented Within Project Area
Managed Area Name Owner
Owner Type
Duke Forest Duke University
Private
Duke Forest Duke University
Private
Duke Forest Duke University
Private
Duke Forest Duke University
Private
NOTE: If the proposed project intersects with a conservation/managed area, please contact the landowner directly for additional
information. If the project intersects with a Dedicated Nature Preserve (DNP), Registered Natural
Heritage Area (RHA), or Federally -listed species, NCNHP staff may provide additional correspondence regarding the project.
Definitions and an explanation of status designations and codes can be found at https://ncnhde.natureserve.ora/content/helo. Data query generated on September 12, 2016, source: NCNHP, Q2 June 2016. 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 5

t
Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Within a One -mile Radius of the Project Area
Turnage Heights Sewerline
September 12, 2016
NCNHDE-2202
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
Amphibian
7169
Hemidactylium scutatum
Four -toed Salamander
2014-03-20
E
4 -Low
---
Special
G5
S3
Concern
Amphibian
1476
Hemidactylium scutatum
Four -toed Salamander
2002-04-06
E
4 -Low
---
Special
G5
S3
Concern
Liverwort
22666
Plagiochila ludoviciana
A Liverwort
1933-04-03
H
4 -Low
---
Significantly
G5
S1
Rare Peripheral
Natural
9776
Basic Mesic Forest
---
1993-09-30
C
3 -Medium
---
---
G3G4
S3S4
Community
(Piedmont Subtype)
Natural
29854
Dry-Mesic Basic
---
2010
B
2 -High
---
---
G3G4
S3
Community
Oak --Hickory Forest
(Piedmont Subtype)
Natural
17247
Dry-Mesic Oak --Hickory
---
2010
A
3 -Medium
---
---
G4G5
S4
Community
Forest (Piedmont
Subtype)
Natural
12733
Dry Basic Oak --Hickory
---
2010
C
2 -High
---
---
G2G3
S2S3
Community
Forest
Vascular Plant
28166
Eurybia spectabilis
Showy Aster
1955-09-29
H
3 -Medium
---
Significantly
G5
S2?
Rare Other
Vascular Plant
8956
Hexalectris spicata
Crested Coralroot
1940-07-15
H
4 -Low
---
Significantly
G5
S2
Rare Peripheral
Vascular Plant
2712
Liatris squarrulosa
Earle's Blazing -star
1993-09-23
D
3 -Medium
---
Significantly
G4G5
S2
Rare Peripheral
Vascular Plant
14869
Liatris squarrulosa
Earle's Blazing -star
2012-09-06
E
3 -Medium
---
Significantly
G4G5
S2
Rare Peripheral
Vascular Plant
409
Panicum flexile
Wiry Panic Grass
1931-09-16
H
4 -Low
---
Threatened
G5
S1
Vascular Plant
2487
Parthenium auriculatum
Glade Wild Quinine
2012-09-06
E
3 -Medium
---
Significantly
G3G4
S3
Rare
Throughout
Vascular Plant
416
Silphium
Prairie Dock
1993-09-29
F
3 -Medium
---
Significantly
G4G5
S2
terebinthinaceum
Rare Peripheral
Vascular Plant
11318
Symphyotrichum laeve
Narrow -leaf Aster
2009-10-23
BC
3 -Medium
---
Threatened
G5T4
S2
var. concinnum
Page 3 of 5

Element Occurrences Documented Within a One -mile Radius of the Project Area
Taxonomic EO ID Scientific Name Common Name Last Element Accuracy
Group Observation Occurrence
Date Rank
Vascular Plant 11635 Thermopsis mollis Appalachian Golden- 1933-04-28 H 4 -Low
banner
Natural Areas Documented Within a One -mile Radius of the Project Area
Site Name Representational Rating Collective Rating
Duke Forest Oak -Hickory Upland R2 (Very High) C5 (General)
Gate 4 Mafic Forests R5 (General) C4 (Moderate)
Managed Areas Documented Within a One -mile Radius of the Project Area
Managed Area Name
Owner
Owner Type
Duke Forest
Duke University
Private
Duke Forest
Duke University
Private
Duke Forest
Duke University
Private
Duke Forest
Duke University
Private
Duke Forest
Duke University
Private
Duke Forest
Duke University
Private
Durham County Open Space
Durham County: multiple local government
Local Government
Durham County Open Space
Durham County: multiple local government
Local Government
Duke Forest Oak -Hickory Upland RHA
Duke University
Private
Gate 4 Mafic Forests RHA
Duke University
Private
Gate 4 Mafic Forests RHA
Duke University
Private
Federal State Global State
Status Status Rank Rank
--- Special G3G4 S2
Concern
Vulnerable
Definitions and an explanation of status designations and codes can be found at hh tps://ncnhde.natureserve.ora/content/helo. Data query generated on September 12, 2016, source: NCNHP, Q2 June 2016. 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 4 of 5

NCNHDE-2202: Turnage Heights Sewerline
kke"
7.ell R7
E
September 12, 2016
❑
Project Boundary
❑
Buffered Project Boundary
NHP Natural Area (NHNA)
Managed Area (MAREA)
Page 5 of 5
Duke / (-I .
r: r g At'a uoJ
P, n,
N,.
Y r
•' � :7
N
;-j v
1:30,346
0 0.25 0.5 1 mi
0 0.4 0.8 1.6 km
Sources: Esn, HERE, DeL—ne, Inhvr ap• Inaannant P Corp. GEBCO, USGS.
FAO, NPS. NRCAN• GeoOmw, IGN. Kadastar NL. Ordnance Survey, Esn Japan,
METI. Esri China (Hap Kwg)• weaatopo. Mapmylnda. m OpenfteetMap
wntnbu nt. and the GIS User Canmu 4
V

s
Water Resources
ENVIRONMENTAL QUALITY
Department of Water Management
Attn: Jim Harding
101 City Hall Plaza
Durbam, NC 27701
PAT MCCRORY
Governor
DONALD R. VAN DER VAART
Secretary
S. JAY ZIMMERMAN
Director
August 9, 2016
Subject: Buffer Determination Letter
JBRRO # 14-375 v2*
Durham County
*JBRRO 414-375 v2 replaces JBRRO #14-375 dated October 17, 2014
Determination Type:
Buffer
Intermittent/Perennial
❑ Neuse (15A NCAC 2B .0233)
Start@
❑ Tar -Pamlico (15A NCAC 2B .0259)
® Intermittent/Perennial Determination (where local buffer
USGS
ordinances apply)
® Jordan (15A NCAC 2B .0267)
Subject
(governmental and/or intedurisdictional
Projects)
Survev
Project Name: Tumage Heights Lift Station Abandonment & Mud Creek Outfall
Address/Location: Properties are primarily undeveloped lands owned by Duke University.
Stream(s): Muddy and Sandy Creeks
Determination Date: October 14, 2014 and Staff: Cherri Smith
June 30, 2016
Stream/
E/I/P*
Not
Subject
Start@
Stop@
Soil
USGS
Drainage
Subject
Survev
To o
Mud Creek
P
X —
X
X
throughout
ro'ect area
Sandy
P
X —
X
X
Creek
throughout
project area
Drainage 1
E
X —
X
throughout
project area
Division of Water Resources, Raleigh Regional Office. Water Quality Operations Section http://portal.ncdenr.org/web/wq/aps
1628 Mail Service Center, Raleigh, NC 27699-1628 Phone: [phone]
Location: 3800 Barrett Drive, Raleigh, NC 27609 Fax: [phone]

Tumage Heights Lift Station & Mud Creek Outfall
Durham County
August 9, 2016
Page 2 of 3
Stream/
E/I/P*
Not
Subject
Start@
Stop@
Soil
USGS
Draina a
Subject
Survey
To o
Drainage 2
E
X —
X
throughout
project area
Drainage 4
E
X—
X
X
throughout
project area
Stream 4
I
X
DWQ Flag
X
X
start
Stream 5
I
X
DWQ Flag (start
X
off property, but
50' buffer may
extend onto
project area
Stream 6
I
X — present
on the
ground but
not mapped
(See Figure
3A Sketch
Ma
Drainage 7
E
X—
X
X
throughout
project area
Stream 8
I
X
DWQ Flag
X
start
Drainage 9
E
X—
X
X
throughout
project area
Drainage
E
X —
X
10
throughout
project area
Stream 11
P
X—
DWQ Flag
X
X
throughout
(Stop flag off
project area
project area
Drainage
E
X —
X
1113
throughout
project area
Drainage
E
X —
X
12
throughout
project area
Stream 13
I
X
DWQ Flag
X
(start)
Stream 14
P
X —
X
throughout
project area
Stream 15
P
X —
X
throughout
project area
Stream 16
I
X
DWQ Flag
X
(start)

Turnage Heights Lift Station & Mud Creek Outfall
Durham County
August 9, 2016
Page 3 of 3
Stream 17
I
X
DWQ Flag
X
(start)
Drainage
E
X —
X
18
throughout
project area
Drainage
Wetland
X
X
X
19
Drainage
E
X — present
20
on the
ground but
not mapped
(See Figure
3A Sketch
Ma
*E/11P = Ephemeral/IntermittendPerennial
Explanation: The stream(s) listed above has been located on the most recent published NRCS Soil Survey of
Durham County, North Carolina and/or the most recent copy of the USGS Topographic map at a 1: 24,000 scale.
Each stream that is checked "Not Subject' has been determined to not be at least intermittent or is not present.
Streams that are checked "Subject' have been located on the property and possess characteristics that qualify it to be
at least an intermittent stream. There may be other streams located on the property that do not show up on the maps
referenced above but may be considered jurisdictional according to the US Army Corps of Engineers.
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 may request a determination by the Director. An
appeal request must be made within sixty (60) days of date of this letter. A request for a determination by the
Director shall be referred to the Director in writing. If sending via US Postal Service: c/o Karen Higgins;
DWR — 401A Buffer Permitting Unit; 1617 Mail Service Center, Raleigh, NC 27699-1617. If sending via
delivery service (UPS, FedEx, etc.): Karen Higgins; DWR — 401 & Buffer Permitting Unit, 512 N. Salisbury
Street; Raleigh, NC 27604.
This determination is final and binding unless, as detailed above, unless an appeal is requested within sixty
(60) days.
This project may require a Section 404/401 Permit for the proposed activity. Any inquiries should be
directed to the US Army Corp of Engineers (Raleigh Regulatory Field Office) at (919)-554-4884.
If you have questions regarding this termination, please feel free to contact Cherri Smith at [phone].
S icer ly,
f �
Danny Smi�
Supervisor, Water Quality Regional Operations Center
cc: RRO DWR File Copy
Kim Hamlin; SEPI Engineering & Construction; 1025 Wade Ave.; Raleigh, NC 27605

-) \> q:yr i Lt — 5 1 "s V 01-
0
0
C.
10,
J)
\J
in
Corridors 2 & 3
-7
Wk.
J
7,
Go
Corridor
11
50
00
A 4rhy.
nOr
30U
74A,
P4
`Cn
Preferred Alternative Corridor
1,000 500 0 1,000 Feet
Project Study Corridors
-'J
3 Project Location GRAWLLE
FRANKLIN
ALAMANCE ORANGE URHAM
Figure 1 - USGS Topographic Map
Turnage Heights Lift Station Abandonment& Mud Creek Outfall Southwest Durham&
N
SEPI
SEPI Project #EN1 4.022.00
Northwest Durham Quadrangles, 2013
WAKE
CHATHAM JOHNSTON
Durham County, NC August 3, 2016
EN 0 1 N E E R I N G &
C 0 N S T R U C T 1 0 N

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CCDEE R
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
October 17, 2014
Department of Water Management
Attn: Jim Harding
101 City Hall Plaza
Durham, NC 27701
John E. Skvarla, III
Secretary
Subject: Surface Water Determination Letter
JBRRO#14-375
Durham County
Determination Type:
Buffer Call
Isolated or EIP Call
❑ Neuse (15A NCAC 2B .0233)
Start@
❑ Tar -Pamlico (15A NCAC 2B .0259)
® Ephemeral/intermittent/Perennial Determination
USGS
ElIsolated Wetland Determination
® Jordan (15A NCAC 213.0267)
Subject
Project Name: Turnage Heights Lift Station Abandonment & Mud Creek Outfall
Location/Directions: Subject properties are primarily undeveloped lands owned by Duke
University.
Subject Stream: Mud and Sandy Creeks
ri-*, 2614-.. Staft
Stream/
E/I/P*
Not
Subject
Start@
Stop@
Soil
USGS
Drainage
Subject
Survey
To o
Mud Creek
P
X —
X
X
throughout
ro'ect area
Sandy
P
X —
X
X
Creek
throughout
project area
Drainage 1
E
X —
X
throughout
project area
Drainage 2
E
X —
X
throughout
ro'ect area
Stream 4
I
X
DWQ Flag
X
X
start
iV43th� film
North Carolina Division of Water Resources 1628 Mail Service Center Raleigh, NC 27699-1628 Phone [phone]
Internet: www.ncwaterauslitv.ora Location: 3800 Barrett Drive Raleigh, NC 27609 Fax [phone]
An Equal OpportunitylAf rmative Action Employer- 5096 Recyded/10% Post Consumer Paper

Tumage Heights Lift Station and Mud Creek Outfall
Durham County
October 17, 2014
Page 2 of 3
Stream 5
I
X
DWQ Flag (start
X
off property, but
50' buffer may
extend onto
project area
Stream 6
I
X — present
on the
ground but
not mapped
(See Figure
3A Sketch
Ma
Drainage 7
E
X—
X
X
throughout
project area
Stream 8
1
X
DWQ Flag
X
start
Drainage 9
E
X—
X
X
throughout
project area
Drainage
E
X —
X
10
throughout
project area
Stream 11
P
X —
DWQ Flag
X
X
throughout
(Stop flag off
project area
project area
Drainage
E
X —
X
12
throughout
project area
Stream 13
1
X
DWQ Flag
X
start
Stream 14
P
X —
X
throughout
project area
throughout
ro'ect area
Stream 16
1
X
DWQ Flag
X
start
Stream 17
I
X
DWQ Flag
X
start
Drainage
E
X—
X
18
throughout
project area
Drainage
Wetland
X
X
X
19
*F✓IIP = EphemeraVIntermittent/Perennial
Explanation: The feature(s) listed above has or have been located on the Soil Survey of Durham County, North
Carolina or the most recent copy of the USGS Topographic map at a 1:24,000 scale. Each feature that is checked
"Not Subject" has been determined not to be a stream or is not present on the property. Features that are checked
"Subject" have been located on the property and possess characteristics that qualify it to be a stream. There may be
other streams located on your property that do not show up on the maps referenced above but, still may be

`Thrnage Heights Lift Station and Mud Creek Outfall
Durham County
October 17, 2014
Page 3 of 3
considered jurisdictional according to the US Army Corps of Engineers and/or to the Division of Water Resources
(DWR).
This on-site determination shall expire five (5) years from the date of this letter. Landowners or affected parties that
dispute a determination made by the DWR or Delegated Local Authority may request a determination by the
Director. An appeal request must be made within sixty (60) days of date of this letter or from the date the affected
party (including downstream and/or adjacent owners) is notified of this letter. A request for a determination by the
Director shall be referred to the Director in writing c/o Karen Higgins, DWR 401 & Buffer Permitting Unit,1617
Mail Service Center, Raleigh, NC 27699-1617.
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)-5544884.
If you have questions Tdgterm' tion, please feel free to contact Cherri Smith at [phone].
cer
Danny Smith
Supervisor, Water Quality Regional Operations Center
cc: RRO DWR File Copy
Kim Hamlin; SEPI Engineering & Construction; 1025 Wade Ave.; Raleigh, NC 27605

7- C2. K K 0 .#-_ ) "f — 4' t Is
AW
P
J ,_'�'-.� '' , f .i`' t 1 • i •/' 1; ' �-- ii!i "_ ...' !�,7. �'.'` . 11 ! ''- _�.,-moi , .t. t \/\ r ; ' ( . i
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9.
I -Q
7
k
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nW.
�'z
0.- _J
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J
7A .
Project Stud Area
- J.. I , 11. ,
X"I
V.-
----- Alternative Alignments
0 950 1,900 3,800 Feet i
Project Location ANVILL Figure I - USGSTopographic Map N
FRANKLIN
ALAMANCE ORANGE URHAM Turnage Heights Lift Station Abandonment & Mud Creek Outfall Southwest Durham &
Northwest Durham Quadrangles, 2013 Q.) SEP'
WAKESEPI Project #EN14.022.00 C KNOINtEMI"O I
Durham County, NC October 14, 2014 1 c .. T . U "'. N

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j
A VVV .��Ay� 1 111"'fffp
i19
Project Study Area
�.� fi'Yy Alternative
+yT♦!'+1�' v1� ��l'Sit.c` •%- a ° A `o �' Alignments1
Wetlands*
a F R
Perennial
Ephemeral Drainage
jy
fA Intermittent Stream
a� b •
0 750 1,500 3,000 Fezi,, Riparian Buffers
r(• i �•,• ,. i•r:. � a•.., t� ' ,•., tr as t ' . � � '7►. t ' .
a

1'4- TT -

a- a r JLo -a--- 114 - 3 "7s_

V32.2�'#� lq- -3t7S_

Ce1e&vt1na 15 Years
SEPI
INOtN[CNINOG
C0N6TRUCT10N
AGENT AUTHORIZATION FORM
Owner Name: 1. fi Y VAA444cMeWr
Owner Address: jp1 "A&L. ►�. 1/�JpW1*41 N C 2-7711
Phone: LIIq) 5vc—) _— ff 881
Project Name/ Description: Turnage Heights Lift Station Abandonment and
Mud Creek Outfall Project, Durham NC
SEPI Project #: EN14.022.00
Date:
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
P.O. Box 1890
Wilmington, NC 28402
Attn: Mr. Eric Alsmever
Field Office: Raleigh
Re: Wetlands and Streams Related Consulting and Permitting
To Whom It May Concern:
I, the current landowner orimunicipal official hereby designate and authorize SEPI
Engineering & Construction, -Int -to act in my behalf as my agent in the processing of
permit applications, to furnish upon request supplemental Information in support of
applications, etc. from this day forward. The % day of , 2016.
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 prior to visiting the site.
BY: Z L a 45j . BY:
Print Name of Landowner or Signature of Landowner or Mu I
Municipal Officia s ame Official
1025 Wade Avenue I Raleigh, NC 127605 1 Phone: [phone] Fax: [phone]
sepiengineeritxg.com 10SEPIengineers

MIR
2 2�
MUD CREEK CE
(FROM GIS, SHOWN FOR REFERENCE)
ERfr{ryN 0 \ 4 E -WA ER BUFFERP ou
1..1307
1
WETLAND 'D' AINAGE 11B
NO IMPACTS (NON—JURISDICTIONAL)
/ DRAINAGE WETLAND 'E' IMPACTS
(NON—JURISDICTIONAL) (SEE SHEET W6)
WETLAND 'D' IMPACTS WETLAND 'EA' IMPACTS
WETLAND 'B' IMPACTS (SEE SHEET W5) WETLAND 'F' IMPACTS
DRAINAGE 1 (SEE SHEET W1) (SEE SHEET W3) (SEE SHEET W6)^
(NON—JURISDICTIONAL) h '
ti
WETLAND 'A' i • . � _ .
NO IMPACTS END PROJECT =
WETLAND 'D' IMPACTS
—
DRAINAGE 20 (SEE SHEET W4)
-
(NON—JURISDICTIONAL)
I DRAINAGE
DRAINAGE 2 DRAINAGE 4 (NON—JURISDICTIONAL)
START PROJECT (NON—JURISDICTIONAL) (NON—JURISDICTIONAL)
WETLAND 'G' IMPACTS.
(SEE SHEET W7)
WETLAND 'D' IMPACTS
(SEE SHEET W2) \���\wH
C��
I�I/STREAM 11 IMPACTS
,Rp��ii� (SEE SHEET Sl)
STREAM 11 TOP OF BANK
B �Q`•. 500' 0 00' 1000'
F
SCALE: 1"=,560' (Horiz.)
v NIZIQM&
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
F-1222
www.mckimcreed.com
DURHAM
CITY OF DURHAM
DEPARTMENT OF WATER
MANAGEMENT
1869
CITY OF MEDICINE
STREAM AND WETLAND
VICINITY MAP
TURNAGE HEIGHTS LIFT STATION
� ABANDONMENT AND I
� MUD CREEK OUTFALL 1
DAIS DECEMBER 2016
MCE PROJ.
/ 3079-0007
DRAM
D11H
DESIGNED
BRL
CHECKED
BRL
PROJ. MGR.
BRL
STATUS: ISSUED FOR PERMIT - )
mu RLE M'mER
SCALE
HORIZONTAL
DRAMG NUMBIR
1.-500.
VERTICAL
G-1
NA
STATUS: ISSUED FOR PERMIT - )

0,7 6 .�
A&[C
�ttt� utt�A Al
w ` - - - - - z1
WF- Zt----- 21 Z1
A
A64.r, wF_
STREAM 1ZONE 2 IMPACT
TOP OF BANK WF -11 TEMPORARY
WF- 03740�
s
Z2 -----
F- 04
,, \
BLitt7,- -
a �1
JORDAN LAKE BUFFER AND STREAM IMPACTS
STREAM 11
ZONE 1
ZONE 2
STREAM IMPACT
DESIGNED
SQ FT
SQ FT
WIDTH (FT)
LENGTH (FT)
BRL
VERTICAL
S-1
PERM. (PROP. ESMT)
PERM. (TOTAL)
TEMP. (PROP. ESMT)
346.14
TEMP. (TOTAL)
A �
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
F-1222
www.mckimcreed.com
DURHAM
CITY OF DURHAM
DEPARTMENT OF WATER
MANAGEMENT
1869
CITY OF MHWNF
STREAM 11 IMPACTS
WETLANDS
® ZONE 2 TEMP. IMPACT
-° LIMITS OF DISTURBANCE
PERMANENT EASEMENT
— — — — — TEMPORARY CONSTRUCTION EASEMENT
— — Z1 — — STREAM BUFFER ZONE 1
—
—Z2— — STREAM BUFFER ZONE 2
NOTE:
SEE SHEET W6 FOR WETLAND 'F' IMPACTS
20' 0 20' 40'
SCALE: 1"=20' (Horiz.)
TURNAGE HEIGHTS UFT STATION
� ABANDONMENT AND �
� MUD CREEK OUTFALL J
DATE DECEMBER 2016
MCE PROJ.
f 3079-0007
DRAWN
DW
DESIGNED
BRL
CHECKED
BRI
PROJ. MGR.
BRL
VERTICAL
STATUS: ISSUED FOR PERMIT R"'
wac FRE muBm
SCALE
HORIZONTAL
DRA,WNG Matt
1'-20'
VERTICAL
S-1
NA
STATUS: ISSUED FOR PERMIT R"'

r -WF WB -01
7WF WB -02
TEMPORARY WETLANDS IMPACTS
CWF WB -10
!!; 853.22 SF OR 0.020 ACRES
,lll� -WF WB -09 _
jil WF WB-04wX to
WF W8-;;-0 22+00
WF 49-08-1 A- k
+00
WF WB -07
Mr _ on
go
O
WF WB -05
to ' 10' PERMANENT MAINTANANCE
���,�� • ' CORRIDOR WETLAND IMPACT \ WF Wg-06
199.79 SF OR 0.005 ACRES
v
vNfI
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
F-1222
www.mckimcreed.com
WETLAND POINT TABLE
DESCRIPTION
NORTHING
EASIING
WF WB -01
815827.70
2007993.52
WF WB -02
815849.72
2008022.17
WF WB -04
815854.69
2008055.13
WF W13-04
815865.08
2008077.25
WF W13-05
815854.91
2008126.36
WF WB -06
815845.64
2008132.84
WF WB -07
815847.83
2008089.98
WF WB -08
815837.62
2008061.92
WF WB -09
815828.42
2008019.18
WF WB -10
815811.52
2007995.71
DURHAM
CITY OF DURHAM
DEPARTMENT OF WATER
MANAGEMENT
1869
CITY OF MEDICINE
WETLAND 'B' IMPACTS
WETLANDS
TEMPORARY WETLANDS IMPACT
++++ PERMANENT MAINTANANCE IMPACT
-�-- LIMITS OF DISTURBANCE
PERMANENT EASEMENT
— — — — — TEMPORARY CONSTRUCTION EASEMENT
TURNAGE HEIGHTS LIFT STATION
� ABANDONMENT AND
� MUD CREEK OUTFALL
20' 0 20' 40'
SCALE: 1"=20' (Horiz.)
DATE DECEMBER 2016
MCE PROJ.
/ 3079-0007
DRAWN
DYM
DESIGNED
BRL
CHECKED
BRL
PROJ. MGR.
BRL
W— 1
01
STATUS: ISSUED FOR PERMIT
SCALE
unc nu: NUMER
HORIZONTAL
DRA,WNG MAiM
1'-20'
VERTICAL-
W— 1
NA
STATUS: ISSUED FOR PERMIT

TWF WD -46 WF WD-41� N
4V � y�
TEMPORARY WETLANDS IMPACT
WD -45 217.78 SF OR 0.005 ACRES
- �1. 011 /
ami f m m m s alo- r277+00
v NFIQM
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
F-1222
www.mckimcreed.com
DURHAM
1869
CITY OF MEDICINE
WF WD -44
LWF WD -43
----------------------------
WFTI ANn PnINT TARI F
DESCRIPTION
NORTHING
EASTING
WF WD -41
816230.42
2008526.58
WF WD -42
816188.78
2008500.96
WF WD -43
816170.34
2008488.12
WF WD -44
816164.21
2008443.97
WF WD -45
816181.08
2008410.16
WF WD -46
816198.06
2008385.30
WF WD -47
816179.23
2008374.43
WF WD -48
816185.50
2008345.40
CITY OF DURHAM
DEPARTMENT OF WATER
MANAGEMENT
WETLAND V IMPACTS
VICINITY MAP
O WETLANDS
® TEMPORARY WETLANDS IMPACT
LIMITS OF DISTURBANCE
PERMANENT EASEMENT
— — — — — TEMPORARY CONSTRUCTION EASEMENT
TURNAGE HEIGHTS UFT STATION
� ABANDONMENT AND
� MUD CREEK OUTFALL
��N..CARO',/,
Vill-
•`.SNE_,..
iAi
20' 0 20' 40'
SCALE: 1"=20' (Horiz.)
DATE: DECEMBER 2016
MCE PROJ.
1 3079-0007
DRANK
D1MH
DESIGNED
BRL
CHECKED
SRL
PROJ. MGR.
BRL
VERTICAL
STATUS: ISSUED FOR PERMIT
"w FILE NUMBER
SCALE
HORIZONTAL
MA,K NUMBER
1'-20'
VERTICAL
W-2
NA
STATUS: ISSUED FOR PERMIT

#F -V A
—
WFyp8
All ,
AU
�,llc �
'jL
7F- WD -30 33+00
1 uv
Illi- AU ALA AV �
�, ,I►►� 'lu` '�` '>u` '>u` '� � ,� ,� ,� A Au. WF WD -20
All -
WF WD -25 Vd AL ,� , 'fit 'lti` '►u` ALLiltL A '1V`
WF WD
INF—�9 gwb� _
\',L "L -11,
,._— -- —
WF
WF WD -2
-;7
_ �/� TEMPORARY WETLANDS IMPACTS
267.55 SF OR 0.006 ACRES
$4., NFFMd 4&CREIED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
F-1222
www.mckimcreed.com
WETLAND POINT TABLE
DESCRIPTION
NORTHING
EASTING
WF WD -20
816780.92
2009068.51
WF WD -21
816759.03
2009084.20
WF WD -22
816697.96
2009035.79
WF WD -23
816643.71
2008981.94
WF WD -24
816653.60
2008942.84
WF WD -25
816637.37
2008922.06
WF WD -26
816617.26
2008924.50
WF WD -27
816579.82
2008855.51
WF WD -28
816570.88
2008858.25
WF WD -29
816573.18
2008889.25
WF WD -30
816539.14
2008884.98
WF WD -31
816524.39
2008867.53
WF WD -32
816527.07
2008824.43
DURHAM
CITY OF DURHAM
DEPARTMENT OF WATER
MANAGEMENT
1869
CITY OF MEDICINE
O WETLANDS
WF WD -
35+00
RIP—RAP
DRAINAGE 20
(NON -JURISDICTIONAL)
DRAINAGE 4
(NON -JURISDICTIONAL)
® TEMPORARY WETLANDS IMPACT
- -� LIMITS OF DISTURBANCE
PERMANENT EASEMENT
— — — — — TEMPORARY CONSTRUCTION EASEMENT
WETLAND 'D' IMPACTS (CONT'D)
TURNAGE HEIGHTS LIFT STATION
ABANDONMENT AND
MUD CREEK OUTFALL
ICA irrrii i
R0�•
......
••
�: 1�FESSIo
Al/
N
j A i V`t
30' 0 30' 60'
SCALE: 1"=30' (Horiz.)
DATE DECEMBER 2016
MCE PROJ.
! 3079-0007
DRAWN
DWH
DESIGNED
BRL
CHECKED
BRL
PROD. MGR.
BRL
STATuS: ISSUED FOR PERMIT RINISM
uac FILE WER
SCALE
HORIZONTAL
DRANNG NUMBER
1--30'
VERTICAL
W-3
NA
STATuS: ISSUED FOR PERMIT RINISM

k
DRAINAGE 11B
(NON—JURISDICTIONAL)
l000///
j
������I •TEMPORARY WETLANDS IMPACTS -12534.27 SF OR 0.288 ACRES WF-v4VD — QO44
44(< �.
10' PERMANENT MAINTANANCE
CORRIDOR WETLAND IMPACT J
r� RIPRAP
3884.23 SF OR 0.089 ACRES
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
F-1222
www.mckimcreed.com
WETLAND POINT TABLE
DESCRIPTION
NORTHING
EASTING
WF—WD-06
817648.44
2009244.35
WF—WD-07
817657.49
2009244.42
WF—WD-08
817656.91
2009233.37
WF—WD-05
817617.63
2009225.41
WF—WD-04
817577.81
2009232.55
WF—WD-09
817627.33
2009195.76
WF—WD-10
817623.07
2009161.71
WF— WD -02
817502.61
2009249.05
WF—WD-01
817499.77
2009283.60
WF—WD-03
817527.54
2009229.10
WF—WD-00
817528.62
2009288.08
WF WD -11
817221.53
2009236.78
WF WD -12
817188.26
2009218.54
WF WD -13
817153.51
2009180.83
qkwA
MA
MA
2111!
MA 164%
WA 01MLAIN
Lo,
I
44(< �.
10' PERMANENT MAINTANANCE
CORRIDOR WETLAND IMPACT J
r� RIPRAP
3884.23 SF OR 0.089 ACRES
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
F-1222
www.mckimcreed.com
WETLAND POINT TABLE
DESCRIPTION
NORTHING
EASTING
WF—WD-06
817648.44
2009244.35
WF—WD-07
817657.49
2009244.42
WF—WD-08
817656.91
2009233.37
WF—WD-05
817617.63
2009225.41
WF—WD-04
817577.81
2009232.55
WF—WD-09
817627.33
2009195.76
WF—WD-10
817623.07
2009161.71
WF— WD -02
817502.61
2009249.05
WF—WD-01
817499.77
2009283.60
WF—WD-03
817527.54
2009229.10
WF—WD-00
817528.62
2009288.08
WF WD -11
817221.53
2009236.78
WF WD -12
817188.26
2009218.54
WF WD -13
817153.51
2009180.83
DURHAM
CITY OF DURHAM
DEPARTMENT OF WATER
MANAGEMENT
1869
CITY Of MEDICINE
L_ -- --
+ +` S .�
�O\0sr 06
60)
p �� a
\ \ \�\
O, 00 \ 0 \ .
O WETLANDS
® TEMPORARY WETLANDS IMPACT
+++, PERMANENT MAINTANANCE IMPACT
LIMITS OF DISTURBANCE
PERMANENT EASEMENT
— — — — — TEMPORARY CONSTRUCTION EASEMENT
DRAINAGE FEATURE CENTER LINE
WETLAND 'D' IMPACTS (CONT'D)
TURNAGE HEIGHTS LIFT STATION
ABANDONMENT AND
MUD CREEK OUTFALL
��,
CA R6�i'�'',,
� 'FNG�... •�' ��.��`
LAT
1zt4�/,L
40' 0 40' 80'
SCALE: 1"=40' (Horiz.)
DATE DECEMBER 2016
MCE PRCJ.
; 3079-0007
DRAM
DWH
DESIGNED
BRL
CHECKED
BRL
PROJ. MGR.
BRL
VERTICAL:
STATUS: ISSUED FOR PERMIT F"" j
""C Flu: Minx
SCALE
HORIZONTAL
DRAMGMAIBER
1--40r
VERTICAL:
W-4
NA
STATUS: ISSUED FOR PERMIT F"" j

_ _ • an �� t• •��—
aye a asp '
------------
�..I.i ��i-----��-----
7TI-
WF-
WEA -04
45+00 n WF -WEA -057 +00 O WETLANDS
i ' i
10' PERMANENT MAINTANANCE
CORRIDOR WETLAND IMPACT
85.05 SF OR 0.002 ACRES
v MFIQM&CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
F-1222
www.mckimcreed.com
WF—WEA-01
WF—WE:A —07
j,, AL
�WF—WEA-08
WF—WEA-03
WF—WEA-02 �
TEMPORARY WETLANDS IMPACT
/ 228.08 SF OR 0.005 ACRES
ti
WF—WEA-01 A!II0p/
WETLAND POINT TABLE
DESCRIPTION
NORTHING
EASTING
WF -WEA -01
817640.07
2009407.80
WF -WEA -02
817654.89
2009387.63
WF -WEA -03
817674.46
2009378.56
WF -WEA -04
817679.07
2009366.31
WF -WEA -05
817668.41
2009359.69
WF -WEA -06
817646.12
2009370.68
WF -WEA -07
817629.28
2009370.01
WF -WEA -08
817615.26
2009388.20
DURHAM
CITY OF DURHAM
DEPARTMENT OF WATER
MANAGEMENT
1869
CITY OF MEDICINE
WETLAND 'EA' IMPACTS
® TEMPORARY WETLANDS IMPACT
++++ PERMANENT MAINTANANCE IMPACT
- - LIMITS OF DISTURBANCE
PERMANENT EASEMENT
— — — — — TEMPORARY CONSTRUCTION EASEMENT
20' 0 20' 40'
SCALE: 1"=20' (Horiz.)
TURNAGE HEIGHTS LIFT STA110N I
ABANDONMENT AND
MUD CREEK OUTFALL
DATE: DECEMBER 2018
MCE PROJ.
t 3079-0007
DRAWN
DIAH
DESIGNED
BRL
CHECKED
BRL
PROJ. MGR.
BRL
SCALE
mw FILE W"MER
HORIZONTAL:
DRAVR#G MMBIM
1'-20'
VERTICAL
W-5
NA
STATUS: ISS JED FOR PERMIT R"'

Ij 58+00
_0?
DRAINAGE,m �` 'e, ffi� 4- �
F(NON-JURISDICTIONAL) / " 'AI '' %'� AL
>�--Wf
'v,'10 ,Oy\� 04 ��
W 1 Q
WE -11
WETLANDS
'�a0a, 7
_jW
WE-14
WE-15TTWE-01
® TEMPORARY WETLANDS IMPACT
- �- LIMITS OF DISTURBANCE
PERMANENT EASEMENT
- - - - - TEMPORARY CONSTRUCTION EASEMENT
DRAINAGE FEATURE CENTER LINE
- - Z1 - - STREAM BUFFER ZONE 1
-
-Z2-- STREAM BUFFER ZONE 2
v M
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
F-1222
www.mckimcreed.com
/1llILIM e�u1
1869
ITV 7i MEDICINE
/
TEMPORARY WETLANDS IMPACTS
145.99 SF OR 0.001 ACRES
titin ��/
-1
WFTI ANn 'F' PnINT TARI F
DESCRIPTION
NORTHING
WE -04
WF-14TTWF01
" ,,u'
��/
WF -01
818568.90
WF- 0
WF -13
xQ(J
sig /
WE
818531.61
WF -03
WE -02
4/
WF -04
OF PO
DO
'
/ �C
2010238.23
SOP SERE
_- / ..�
'"` -166
WF -09
of
W 1 Q
WE -11
WETLANDS
'�a0a, 7
_jW
WE-14
WE-15TTWE-01
® TEMPORARY WETLANDS IMPACT
- �- LIMITS OF DISTURBANCE
PERMANENT EASEMENT
- - - - - TEMPORARY CONSTRUCTION EASEMENT
DRAINAGE FEATURE CENTER LINE
- - Z1 - - STREAM BUFFER ZONE 1
-
-Z2-- STREAM BUFFER ZONE 2
v M
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
F-1222
www.mckimcreed.com
/1llILIM e�u1
1869
ITV 7i MEDICINE
/
TEMPORARY WETLANDS IMPACTS
145.99 SF OR 0.001 ACRES
titin ��/
-1
WFTI ANn 'F' PnINT TARI F
DESCRIPTION
NORTHING
FASTING
WF-14TTWF01
818561.64
2010366.06
WF -01
818568.90
2010352.99
WF -04
818556.03
2010328.43
WF -13
818531.61
2010347.94
WF -03
818545.20
2010300.71
WF -04
818505.90
2010287.97
WF -05
818470.78
2010238.23
WF -10
818439.50
2010257.81
WF -09
818417.15
2010231.04
WF -08
818417.78
2010211.84
WF -07
818439.64
2010203.95
WF -06
818460.17
2010216.18
WF -12
818485.80
2010292.54
WF -11
818459.30
2010289.51
CITY OF DURHAM
DEPARTMENT OF WATER
MANAGEMENT
WFTI ANn 'F' PnINT TARI F
DESCRIPTION
NORTHING
EASTING
WE -01
818314.10
2010200.94
WE -02
818358.66
2010197.45
WE -03
818387.09
2010207.15
WE -04
818402.39
2010195.01
WE -05
818361.55
2010184.27
WE -06
818318.94
2010178.43
WE -07
818290.10
2010159.15
WE -08
818269.09
2010142.72
WE -09
818238.40
2010128.75
WE -10
818206.44
2010108.80
WE -11
818190.34
2010112.08
WE -12
818210.62
2010126.47
WE -13
818212.58
2010150.97
WE -14
818242.98
2010155.74
WE-15TTWE-01 j
818274.06
2010179.76
WETLAND 'E' & 'F' IMPACTS
TURNAGE HEIGHTS LIFT STATION
� ABANDONMENT AND
� MUD CREEK OUTFALL
WF -1
NOTE:
SEE SHEET S1 FOR STREAM 11 IMPACTS
40' 0 40' 80'
SCALE: 1"=40' (Horiz.)
DATE: DECEMBER 2D18
MCE PROJ.
If 3079-0007
DRAWN
DWH
DESIGNED
BRL
CHECKED
BRL
PROJ. MGR.
BRL
VERTICAL
STATUS: ISSUED FOR PERMIT F"" )
We RLE rain
SCALE
HORIZONTAL
OMMOG KNOM
1'-40'
VERTICAL
W-6
NA
STATUS: ISSUED FOR PERMIT F"" )

TEMPORARY
WETLANDS IMPACTS \ WF -WGA
1579.94 SF OR \
0.036 ACRES WF-
-1VG0911F
WF- WG15� -L
N -
� AV
WF WG01
AILL �lIL
-WG02 y
/ ' WF
111.
AL � � WF-WG03
ilk �111L 10' PERMANENT MAINTANANCE
a' G
8 \\
`�,R WF- WGO 290
\
� OT ♦ \
v XPCW&
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
F-1222
www.mckimcreed.com
CORRIDOR WETLAND IMPACT
357.02 SF OR 0.008 ACRES
�WG04
WF- WG05
62+00
OWETLANDS
® TEMPORARY WETLANDS IMPACT
++++ PERMANENT MAINTANANCE IMPACT
LIMITS OF DISTURBANCE
PERMANENT EASEMENT
- - - - - TEMPORARY CONSTRUCTION EASEMENT
DURHAM
CITY OF DURHAM
DEPARTMENT OF WATER
MANAGEMENT
1869
CRY Of MEDICINE
WETLAND 'G' IMPACTS
WETLAND POINT TABLE
DESCRIPTION
NORTHING
EASTING
WF- WG08
818639.82
2010392.35
WF- WG09
818637.88
2010382.42
WF-WG10
818643.33
2010379.30
14F-WG11
818660.92
2010384.18
WF-WG12
818672.48
2010391.27
WF-WG13
818685.04
2010398.23
WF- WG14
818688.43
2010379.98
WF-WG15
818712.93
2010367.13
14F- WG01
818773.09
2010462.96
WF-WG03
818738.50
2010448.30
WF-WG02
818759.56
2010451.10
WF- "04
818716.90
2010452.09
WF- WG05
818696.01
2010448.49
WF- WG06
818680.74
2010425.75
WF-WU07
818670.66
2010414.16
20' 0 20' 40'
SCALE: 1"=20' (Horiz.)
TURNAGE HEIGHTS LIFT STATION
� ABANDONMENT AND �
� MUD CREEK OUTFALL J
DATE: DECEMBER 2018
MCE PROJ.
♦ 3079-0007
DRAYM
DYM
DESIGNED
BRL
CHECKED
BRL
PROJ. MGR.
BRL
VERTICAL
W-7
STATUS: ISSUED FOR PERMIT
SCALE
we FU NUMBER'
HORIZONTAL
DRA,IC rLUM
1'-20'
VERTICAL
W-7
NA
STATUS: ISSUED FOR PERMIT

CITY OF DURHAM
TURNAGE HEIGHTS LIFT STATION
ABANDONMENT AND
MUD CREEK OUTFALL
L" r
D
DEC 1 22 116
DECEMBER 2016
!VICKIM &CREED PROJECT NO. 3079-0007
„ VICINITY MAP
N.T.S
NORTH
DURHAM
1869
CITY OF MEDIC11,1E
•i.
CITY OF DURHAM
DEPARTMENT OF WATER MANAGEMENT
Address: 1600 Mist Lake Drive
Durham, NC 27704 /
101 City Hall Plaza
Durham, NC 27701
Phone: [phone]
Fax: [phone]
CITY OF DURHAM APPROVAL REQUIREMENTS
PUBLIC WORKS CONDITIONS OF APPROVAL
1. ALL SIZES. MATERIALS. SLOPES. LOCATIONS, EVALUATIONS, EXTENSIONS AND DEPTHS FOR ALL
EXISTING AND PROPOSED STREETS AND UTIU71ES (WATERLJN6, SANITARY SEWER LINES AND
S70M DRAINAGE CONVEYANCE SYSTEMS) SHALL BE DESIGNED TO 7HE SPECIFICATIONS SET
FORTH N THE DESIGN CRITERIA AND STANDARDS OF THE COUNTY ENGINEERING DEPARTMENT
AND BE SUBJECT TO RENEW AND APPROVAL BY THE COUNTY ENGINEERING DEPARTMENT AT
CONSTRUCTON DRAWING SUBMITTAL
2. AS -BUILT DRAW1N:S SHALL BE APPROVED PRIOR TO WATER METER AND SANITARY SEWER
SEANCE CONNECTION INSTALLA71ONS AND PRIOR TO ISSUANCE OF A CERTIFICATE OF
OCCUPANCY.
3. SEWER PERMITS ARE RECUIRED FOR THIS PRQECT
MY OF DURiAM
PUBLIC WOFKS DEPA aL4efr
APPROVED
ENGNEERNa DALE
STORM WATER DALE
TRANSPOWAUM DA7E
DATE
DATE
\\O�tEE38R��i
PROJECT AREA =
IE�b'IY
A NI40M&CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
F-1222
www.mckimcreed.com
SHEET INDEX
GENERAL
COVER SHEET ---__ --G1
SHEET INDEX, LEGEND, GENERAL NOTES AND MANHOLE SCHEDULE----- ------- ---G2
PLAN & PROFIL
18" GRAVITY SEWER LINE STA. 0+00 — STA. 12+10------------------------C1
18" GRAVITY SEWER LINE STA. 12+10 — STA. 24+80-----------------------C2
18" GRAVITY SEWER LINE STA. 24+80 — STA. 37+10------------------__—_—C3
18" GRAVITY SEWER LINE STA. 37+10 — STA. 49+90-----------------------C4
18" GRAVITY SEWER LNE STA. 49+90 — STA. 61+60----------------------_C5
18" GRAVITY SEWER LINE STA. 61+60 — STA. 71+18 -----------------------C6
EASEMENT ACCESS ENTRANCE -----------------------------------C7
DEMO/ELECTRICAL
TURNAGE PUMP STATION DEMOLITION — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — CD1
GARRETT ROAD PUMP STATION IMPROVEMENTS ---------------------------E1
TRAFFIC CONTROL
TRAFFIC CONTROL PLAN — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — TC1
TRAFFIC CONTROL DETAILS — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — TC2
DETAILS
SEWER DETAILS ------------------------------------------D1
SEWER DETAILS ------------------------------------------D2
SEWER DETAILS ------------------------------------------D3
SEWER DETAILS EROSION CONTROL DETAILS _--------------------------D4
EROSION CONTROL DETAILS ------------------------------------D5
EROSION CONTROL DETAILS ------------------------------------D6
EROSION CONTROL DETAILS ------------------------------------D7
EROSION CONTROL DETAILS AND GRETMAR DR ACCESS EROSION CONTROL PLAN —__--_—__—D8
FINAL DESIGN
NOT FOR CONSTRUCTION

BFE
CB
C1
CMF
GO
CONC.
OB
DI
ELBOX
ED
EP
FES
FFE
FH
IPF
RF
IRS
LP
PG
PHMH
PP
REG
RR SPIKE
R/W MON
SDMH
SSW
TBM
TRANS
N
DUKE UNIVERSITY
324 BLACKWELL ST STE 850
DURHAM NC, 27701
37063-0801 _I
-MUD CREEK - _. _
-- - /EX. SANITARY
SEWER LINE
C1
BASE FLOOD ELEVATION
CATCH BASIN
CURB INLET
CONCRETE MONUMENT FOUND
CLEAN-OUT
CONCRETE
DEED BOOK
DROP INLET
ELECTRICAL BOX
EDGE OF GRAVEL
EDGE OF PAVEMENT
FLARED END SECTION
FINISHED FLOOR ELEVATION
FRE HYDRANT
IRON PIPE FOUND
IRONROD FOUND
IRON ROD SET
UGHT POLE
PAGE
PHONE MANHOLE
POWER POLE
RECORD
RAILROAD SPIKE
RIGHT-OF-WAY MONUMENT
MANHOLE (STORM DRAIN)
MANHOLE (SEWER)
TEMPORARY BENCH MARK
TRANSFORMER
Z'Y EXIST. FIRE HYDRANT
g
WATER METER
®
POTABLE WELL
OO
MONITORING WELL
®
CABLE TV PEDESTAL
-=
SIGN
Mea
MAIL BOX
90 DEGREES. ALL TIMBER MATS MUST REMAIN IN PLACE
TEMPORARY BENCH MARK
UNTIL CROSSING IS STABILIZED AS SHOWN ON THE PIANS.
TEST HOLE
MH /4
EXIST. WATER VALVE
'(I
w
EXIST. GAS VALVE
PAVED SURFACES MUST BE PERFORMED THROUGH
EXIST. SANITARY SEWER MANHOLE
Alt
WETLANDS
•
PROPOSED SANITARY SEWER MANHOLE
#
UGHT POLE
m
TELEPHONE PEDESTAL
100 YR &a-
100 YR0y
E
fTA
FM(R)
G
-SS_
UU
W
x
-21 _
SF
SSF
TPF
TPF/SF-
TPF/SSF-
...........................
WETLANDS
C2
100 -YEAR FLOQUPLAIN BOUNDARY
100 -YEAR FLOODWAY BOUNDARY
APPROXIMATE CLEARING UMITS
PERMANENT EASEMENT
TEMPORARY EASEMENT
EXIST, ELECTRIC UNE
EXIST. FORCE MAIN
EXIST. FORCE MAIN (RECORD)
EXIST. GAS UNE
EXIST. GRAVITY SEWER
EXIST. UNDERGROUND UNKNOWN
EXIST. WATER LINE
FENCE
JORDAN LAKE WATER SUPPLY WATERSHED BUFFER PULE ZONE 1
JORDAN LAKE WATER SUPPLY WATERSHED BUFFER RULE ZONE 2
PROPERTY LINE
RIGHT-OF-WAY
SILT FENCE
SUPER SILT FENCE IN HIGH HAZARD AREAS
TREE PROTECTION FENCE
COMBINATION TREE PROTECTION FENCE/SILT FENCE
COMBINATION TREE PROTECTION FENCE/SUPER SILT FENCE
WETLANDS
® TEMPORARY CONSTRUCTION
ENTRANCE
gSgSRIP RAP
D
00
O
I-)
cr
(n
MUD CREEK -- -.
_"Aa�
CENERALNOTEQ
A. LOCATIONS AND DEPTHS OF EXISTING UTUTIES ARE
APPROXIMATE. CONTRACTOR SHALL VERIFY LOCATION OF ALL
UTIU TIES BEFORE CONSTRUCTION TO DETERMINE IF CONFLICTS
EXIST. THE CONTRACTOR SHALL REPORT CONFLICTS TO THE
ENGINEER.
B. CONTRACTOR SHALL PROVIDE SILT FENCE AROUND ALL
BORROW/STOCKPILE/WASTE AREAS AND ALL
LAYOUT/STAGING AREAS.
C. AT ALL STREAM CROSSINGS, CONTRACTOR SHALL ADHERE
TO THE FOLLOWING SEQUENCE:
1. SET UP PUMP WITH SUCTION AND DISCHARGE HOSE -
2 '
OSE2. INSTALL UP -STREAM SANDBAG DAM.
3. INSTALL DOWN -STREAM SANDBAG DAM.
4. THE PUMP MOST RUN CONTINUOUSLY WHILE WORKING IN
THE STREAM.
5. STREAM BANKS MUST BE STABILIZED AT THE END OF EACH
DAY.
D. SPOILS MAY TEMPORARILY BE PLACED IN THE ROADWAY IF
SAND, FINES, OR SCREENINGS ARE PLACED FIRST, THE PILE
IS CONFINED TO ONE UNE, AND APPROPRIATE TRAFFIC
CONTROL MEASURES ARE IN PLACE CONTRACTOR SHALL BE
RESPONSIBLE FOR ANY DAMAGE AND SCARS TO THE
ROADWAY. CONTRACTOR SHALL ADHERE TO ALL FURTHER
RESTRICTIONS PER THE APPROVED NCDOT ENCROACHMENT
WHEN WORKING WITHIN NCDOT RIGHT-OF-WAY.
E TEMPORARY SEEDING/STABILIZATION SHALL OCCUR EVERY 3
DAYS OR 400 FEET OF INSTALLATION, WHICHEVER OCCURS
FIRST.
F. EXISTING PERMANENT UTILITY LOCATIONS SHOWN ON THE
PLANS ARE APPROXIMATE. SHOULD ADJUSTMENTS OF
PROPOSED IMPROVEMENTS BE NECESSARY TO AVOID EXISTING
UTILITIES, THE CONTRACTOR SHALL COORDINATE SUCH
ADJUSTMENTS VATS THE ENGINEER BEFORE PROCEEDING KITH
THE WORK.
G. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE
LATEST REVISION OF THE CITY OF DURHAM'S 'STANDARD
SPECIFICATIONS AND DETAILS- AND THE NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION'S "STANDARD
SPECIFICATIONS FOR ROADS AND STRUCTURES', UNLESS
OTHERWISE STATED BY THE CONTRACT DOCUMENTS.
H. THE CONTRACTOR SHALL BE COMPLETELY AND SOLELY
RESPONSIBLE FOR ANY ENCROACHMENT ONTO PRIVATE
PROPERTY. THE CITY OF DURHAM SHALL NOT BE
RESPONSIBLE FOR AGREEMENTS BETWEEN THE CONTRACTOR
AND PRIVATE PROPERTY OWNERS.
I. SHOULD THE CONTRACTOR DAMAGE ANY EXISTING UTILITIES
OWNED BY OUTSIDE PERMANENT UTILITY PROVIDERS, THE
CONTRACTOR SHALL IMMEDIATELY CONTACT THE PERMANENT
UTIUTY OWNER AND SCHEDULE REPAIRS. THE CITY OF
DURHAM SHALL ANOT BE RESPONSIBLE FOR PERMANENT
UTILITY DAMAGE CAUSED BY THE CONTRACTOR.
KE UNIVERSITY
324 ST STE 850 `\
WR NC, 27701 N�
37063-0801-02-87-4851 GANDHI KAILAS
7 ACROPOLIS CHR. \�
ANDOVER, MA
37063-0801-02-88-0265
_ _ - � TSR •�� RD�� -� `�-
i
I
1
C4 C5
N/F
DUKE UNIVERSITY
324 BLACKWELL ST STE 850
DURHAM NC, 27701
37063-0801-13-88-3966.SPL
s�
/LEMUR CENTER FACILITY-,
SHF=F=T imni=y
J. THE CONTRACTOR SHALL NOT BE ALLOWED TO BLOCK
STREETS NTH UNATTENDED VEHICLES OR STOCKPILED
MATERIALS THE CONTRACTOR SHALL BE RESPONSIBLE FOR
MOVING UNDERUTILIZED OR UNUSED EQUIPMENT AWAY FROM
THE SITE. UNATTENDED VEHICLES SHALL NOT BE PARKED IN
THE CONSTRUCTION ZONE OR WITHIN RESIDENTIAL STREET
RIGHT-OF-WAY.
K. THE CONTRACTOR SHALL CAREFULLY SUPPORT AND PROTECT
ANY UTILITIES, STRUCTURES, POWER POLES PIPE LINES AND
CONDUITS WHICH MAY BE ENCOUNTERED WRING COMPLETION
OF THE WORK AT NO ADDITIONAL COST TO THE OWNER. ANY
DAMAGE RESULTING FROM THE CONTRACTOR'S OPERATIONS
SHALL BE REPAIRED BY THE CONTRACTOR OR UTILITY OWNER
(WHERE REQUIRED) TO THE SATISFACTION OF THE ENGINEER
AT THE CONTRACTOR'S EXPENSE.
L CONTRACTOR SHALL REMOVE/RESET/REPLACE ALL
DISTURBED MAILBOXES, SIGNS PROPERTY IRONS, ETC. IN
LIKE KIND OR BETTER CONDITION. COST INCURRED FOR
THESE INCIDENTAL ITEMS SHALL BE INCLUDED IN UNIT PRICE
BID ITEMS. PROPERTY IRONS MUST BE REPLACED BY A N.C.
PLS.
M. ACCESS TO EACH RESIDENCE AND BUSINESS SHALL BE
MAINTAINED AT ALL TIMES.
N. ALL DISTURBED DITCH UNES SHALL BE RESHAPED, RE -SEED,
MULCHED AND TACK COAT APPLIED, TO PRE -CONSTRUCTION
UNE, GRADE. AND SHAPE UNLESS SHOWN OTHERWISE
0. NO NEW SEWER SHALL BE LOCATED WITHIN A 25 FOOT
RADIUS OF AN EXISTING PRIVATE POTABLE WATER WELL OR
50' OF A PUBUC/COMMMUNITY POTABLE WATER WELL IF
THE SEWER DESIGN CONFLICTS WITH THIS RULE, CONTRACTOR
SHALL NOTIFY ENGINEER IMMEDIATELY. CONTRACTOR SHALL
NOT PROCEED WITH SEWER INSTALLATION IN AREA OF
CONFLICT UNTIL DIRECTED TO DO SO BY ENGINEER IN
WRITING.
P. ALL LAND DISTURBANCES SHALL BE MAINTAINED WINN THE
PERMANENT AND TEMPORARY EASEMENTS AS INDICATED ON
THE PLANS IF CONTRACTOR REQUIRES ADDITIONAL AREA
FOR CONSTRUCTION ACTIVITIES, CONTRACTOR SHALL NOTIFY
ENGINEER AS SOON AS POSSIBLE AND NOT OCCUPY
ADDITIONAL AREA UNTIL THE APPROVED EROSION AND
SEDIMENTATION CONTROL PLAN IS REVISED AND APPROVED
BY NCDEQ. CONTRACTOR WILL BE RESPONSIBLE FOR ALL
TEMPORARY CONSTRUCTION ENTRANCES
S. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING
STORM DRAINAGE WRING CONSTRUCTION SUCH THAT
PRE-EXISTING DRAINAGE CAPACITY IS CONTINUOUSLY
PROVIDED. TEMPORARY STORM BASINS PIPES, AND PUMPS
SHOULD BE USED IF NECESSARY. PERMANENT STORM
DRAINAGE STRUCTURES AND PIPES SHALL BE REPLACED AS
SOON AS POSSIBLE-
T.
OSSIBLET. ALL STORM DRAINAGE TO BE REPLACED AT THE EXISTING
ELEVATION AND LOCATIONS UNLESS NOTED OTHERWISE.
U. SEWER SERVICES TO REMAIN ACTIVE AT ALL TIMES EXCEPT
WRING CONNECTION OF SERVICE TG NEW SEWER MAIN.
COORDINATE ANY SERVICE INTERRUPTION WITH CITY OF
DURHAM AND OWNER/OCCUPANT.
V. CONTRACTOR SHALL TAKE STEPS NECESSARY TO PROTECT
EXISTING UTILITIES FROM DAMAGE WRING BLASTING. A
PORTION OF THE CONSTRUCTION WILL OCCUR ADJACENT TO
THE CITYS EXISTING WATER AND SEWER MAINS, AND OTHER
UTILITIES. THE CONTRACTOR WALL BE RESPONSIBLE FOR ALL
DAMAGED UTILITIES SPILLS, CONTAMINATIONS CLEANUP,
VIOLATIONS, FINES, ETC. CAUSED BY CONSTRUCTION OF THIS
PROJECT (INCLUDING BLASTING).
W. ALL VEGETATION REMOVED WITHIN UTILITY EASEMENTS AS
REQUIRED FOR WATER AND SEWER MAIN INSTALLATION SHALL
NOT BE RE-ESTABLISHED, OTHER THAN SEEDING AS
REWIRED BY TINE SPECIFICATIONS. STRUCTURES, SUCH AS
FENCES AND MAILBOXES SHALL BE REMOVED AN
REINSTALLED AS REQUIRED FOR UTILITY INSTALLATION.
X. CONTRACTOR SHALL FIELD VERIFY INVERTS OF EXISTING
MANHOLES PRIOR TO ANY CONSTRUCTION.
Y. CONTRACTOR SHALL PROVIDE AN APPROVED CONNECTION TO
EXISTING MANHOLE CONNECTION SHALL BE CORED THROUGH
THE BENCH WITH A CONCRETE CORING MACHINE. RESHAPE
INVERTS AS NECESSARY.
Z. CITY OF DURHAM MAINTENANCE ENDS AT THE EDGE OF
PERMANENT UTILITY EASEMENT.
AA. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND
REPLACING ANY LANDSCAPE TIMBER WALLS AS REQUIRED TO
INSTALL WATER AND SEWER SERVICES
COSTS AND TIME DELAYS ASSOCIATED W/PERMIT
BB. CONTRACTOR SHALL CONTACT PSNC ENERGY PRIOR TO
MODIFICATION.
EXCAVATION NEAR EXISTING GAS MAINS COORDINATION OF
WORK WITH PSNC ENERGY SHALL BE THE RESPONSIBILITY OF
Q. RENFORCED SILT FENCE OUTLETS AND TIMBER MATS SHALL
THE CONTRACTOR. CONTACT PSNC ENERGY AT
BE USED AT ALL STREAM AND DITCH CROSSINGS. PROVIDE
919-367-2714 TO COORDINATE WORK,
REINFORCED OUTLETS ALONG PERIMETER SILT FENCE IN LOW
9.8 48' 0 Eoantrle Cylhdrkd Struo
LYING AREAS AND AT SHARP ANGLE CHANGES LESS THAN
CC CONTRACTOR SHALL MAINTAIN 12• SEPARATION BETWEEN
90 DEGREES. ALL TIMBER MATS MUST REMAIN IN PLACE
WATER METERS AND SS CLEANOUTS.
UNTIL CROSSING IS STABILIZED AS SHOWN ON THE PIANS.
126 48' 0 EowMrk WbW d Sbw
MH /4
DD ALL WATER AND SEWER MAINS SHALL HAVE A HORIZONTAL
R. ALL INGRESS AND EGRESS TO PROJECTAREA OUTSIDE OF
SEPARATION OF 10' OR VERTICAL SEPARATION OF 18• WITH
PAVED SURFACES MUST BE PERFORMED THROUGH
WATER LINE HIGHER THAN SEWMM IN ACCORDANCE WITH 2T
MN /6
RULES OF THE NCAC. CONTRACTOR SHALL NOTIFY ENGINEER
�
VWW&CREM
1730 Varsity DriVe, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www.mckimcreed.com
1869
CITY OF DURHAM
DEPARTMENT OF WATER
MANAGEMENT
N
DUKE SCHOOL FOR CHILDREN INC
3715 IRAN RD
DURHAM NC, 27705
37063-0801-01-99-5059
DUKE RESEARCH
C6
N
DUKE UNIVERSITY
324 BLACKWELL ST STE 850
DURHAM NC, 27701
37063-0801-13-88-3966.SPL
AND OWNER IF ADJUSTMENTS NEED TO BE MADE IN THE
FIELD TO MEET REQUIREMENTS.
EE. FOR PAVING REQUIREMENTS REFERENCE SPEC. SECTION
21000.
FF. FOR EACH METER BOX AND CLEANOUT LOCATION, PROPER
EROSION CONTROL MEASURES INCLUDING SILT FENCE AND
CHECK DAMS SHALL BE INSTALLED WHERE REQUIRED.
GG. CONTRACTOR SHALL ADJUST MANHOLE RIM ELEVATIONS TO
FINAL PAVEMENT GRADE AS REWIRED.
HH. ACCESS ALONG THE EXISTING CITY OF DURHAM SANITARY
SEWER EASEMENT FOR INSTALLATION SHALL BE ACCOMPLISHED
THROUGH USE OF TEMPORARY CONSTRUCTION ENTRANCES AS
SHOWN. CONTRACTOR SHALL UTILIZE WOOD MATS ALONG
PORTIONS OF EASEMENT IN WETLANDS OR OTHERWISE WET
AREAS TO MINIMIZE IMPACTS. WHERE CLEARING IS REQUIRED IN
DELINEATED WETLANDS THE CONTRACTOR SHALL CUT TREES AT
GROUND LEVEL AND LEAVE STUMPS IN PLACE. GRUBBING IN
WETLANDS OUTSIDE OF TRENCH EXCAVATION IS PROHIBITED.
II. FOR PIPE EMBEDMENT INFORMATION SEE DETAILS FOR FOR
GRAVITY SEWERS AND REFERENCE SPECIFICATIONS
JJ. CONTRACTOR SHALL COORDINATE WITH THE CITY OF
DURHAM FOR ANY DISRUPTIONS OF THE NORMAL
OPERATIONS OF WATER SERVICES
T
A. THE CONTRACTOR SHALL PROVIDE AT LEAST ONE FULL-TIME,
ON-SITE SUPERINTENDENT FOR THIS PROJECT. THE
PROJECT SUPERINTENDENT SHALL BE APPROVED BY THE
TOWN BASED ON REFERENCES AND PRIOR PROJECTS WITH
THE TOWN. THE PROJECT SUPERINTENDENT SHALL BE
ON-SITE FOR ALL CONSTRUCTION -RELATED ACTIVITIES FROM
CLEARING TO SITE RESTORATION. THE PROJECT
SUPERINTENDENT SOUL NOT BE REPLACED EXCEPT BY
WRITTEN APPROVAL FROM THE OWNER.
SANITARY_ SEWER LINE CONSTRUCTION NOTES -
1. FOLLOWING CONSTRUCTION, ALL TEMPORARY STREAM
CROSSINGS SHALL BE REMOVED AND THE STREAM BANKS
SHALL BE STABILIZED WITH TEMPORARY LINER OR ROCK RIP
RAP MEAN STONE SIZE AND THE MINIMUM THICKNESS AS
INDICATED IN THE DRAWINGS FOR EACH CROSSING. ALL RIP
RAP SHALL BE INSTALLED OVER THE GEOTEXTILE FILTER
FABRIC.
EX SANITARY
SEWER UNE
N/F
DUKE UNIVERSITY
324 BLACKWELL ST STE 850
DURHAM NC, 27701
37063-OBC-06-84-1418.SPL
BE ABANDONED)
800' 0 800'
SCALE: 1'=800' (Horiz.)
TURNAGE HEIGHTS LIFT STATION
ABANDONMENT AND MUD CREEK OUTFALL
SHEET INDEX, LEGEND,
GENERAL NOTES AND
MANHOLE SCHEDULE
DATE: DECEMBER 2015
MANHOLE SO4EDLLE
MH 0
NORTHING EASING
HEIGHT SIZE/TYPE
EX. MH /1 614028.72 2007336.71
10.0 46' • Co1NKKltrk U)4hQkd Shu
MH /1
81424.98 2007404,80
9.8 48' 0 Eoantrle Cylhdrkd Struo
MH /2
8t4660.1e 2007709.25
us 41Y • E-trk C)Ihtrkd strum
MH f3
514907.59 2007914.85
126 48' 0 EowMrk WbW d Sbw
MH /4
81517204 200792&17
13.1 48' • Ee trk C)Hhdrkd Struo
MH 05
615299.92 2007807.38
13.1 Mr • Ece4rltrlc Cylhakd Sum
MN /6
815731.91 2007997.18
15.5 1 46' 0 Eoowltrlc Cylhtrkcl Strum
MH p
816011.11 2008209.32
10.8 AIRY I Eo trk Cylh&W Struo
MH /8
816134.42 2008372.09
10.2 48' 0 Em ntrk CylhM d Stn»
MH N
81616&51 2005519.88
10.0 48' 6 Eo trk Cylh6kd Strw
MH /10
81847249 2008841.83
11.4 48' • Ec ntrk Cylhdrkd Stns.
MH /It
e167e3.68 2009134.54
127 48' • Ewntrk C341n&kd Strum
MH #12
617121.34 2008221.83
122 48' 0 Ew trk Cylhdrkd Strum
W /13
817314.30 200912&67
9.5 4W 0 Eo trle Cy4h&W Stns
MH #14
817801.10 2009291.31
&0 45' 6 E_trk Cylb&jad Stru
MH /15
51772&32 200941&72
10.2 48' 0 Ew trlc Cylh&td Stm
MH /18
817747.08 2009500.34
10.0 48' 0 Ecantrk Cylh&%d Stru
MH /17
817989.67 200881&42
11.7 48' S Em trk CAW Tod Sb -
MH #18
815174.58 201001&48
9.3 1 46' 0 Eecntrk CyIk kd Stru
M1 /ID
818246.97 201011&67
&e 46' 0 E-entrk Cym*w Star
MH a0
815463.11 201017266
10.1 48' 0 Eoontrlc Cy kxHW Stn.
MH M
618527.15 2010276.47
9.3 46; 0 Eogntrk Cyw""ad Stn.
MH /22
818517.92 201025&85
19.4 48' 6 Ementrk Cylb&icd Stn.
MH P3
618693.55 201047206
10.4 46' 0 Ee ntrk Cylhdrkd Stn
YH /24818750.43
201059233
&B 46' • E-trk CylhAicd Stn,
MH /25
81899&85 2010938.27
T2s 40' S Eeantrk CyOndrkd Stn
MH /26
819217.65 2011217.73 1
9.4 48' • Ecwntrk Cylln&kd Stn
TURNAGE HEIGHTS LIFT STATION
ABANDONMENT AND MUD CREEK OUTFALL
SHEET INDEX, LEGEND,
GENERAL NOTES AND
MANHOLE SCHEDULE
DATE: DECEMBER 2015
SCALE
MICE PRN.
5 3079-0007
DRAWN
DAN
HORIZONTAL:
DESIGNED
DOM
V-40'
CHECKED
DCII
VERTICAL
PROD. MGR.
STATUS:
FINAL DESI
NOT FOR CONS7RUC71�

284-
282-
280-
278-
27&-
274-
272-
27G-
268-
266-
264-
'w.
84-
282-
280-
278-
27272727262626
6
PLAN VIEW
1"=40'
40' 0 40' 80'
SCALE: 1"=40' (Horiz.)
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SCALE: 1"=40' (Horiz.)
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Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
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PROFILE VIEW
HORZ: 1 "=40'
VERT: 1"=4'
284
282
-280
278
276
274
272
270
268
266
264
262
8+00 9+00 10+00 11+00 12+00 261
SCALE:
DURHAM
CITY OF DURHAM
DEPARTMENT OF WATER
MANAGEMENT
1869
L CITY OF MEDICINE
TURNAGE HEIGHTS LIFT STATION
ABANDONMENT AND MUD CREEK OUTFALL
STA. 0+00 TO STA. 12+10
C"OFDIM M
PUBLIC WOMB DEPAMM13fI
APFF"AW
996"Fiq DATE
SI I MI WATEn DATE
7RANNKMA710N DATE
DATE
DATE
E: DECEMBER 2016 SCALE
PROD. # 3079-0007
� DYM HORIZONTAL
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1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
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PROFILE VIEW
HORZ: 1 "=40'
VERT: 1"=4'
284
282
-280
278
276
274
272
270
268
266
264
262
8+00 9+00 10+00 11+00 12+00 261
SCALE:
DURHAM
CITY OF DURHAM
DEPARTMENT OF WATER
MANAGEMENT
1869
L CITY OF MEDICINE
TURNAGE HEIGHTS LIFT STATION
ABANDONMENT AND MUD CREEK OUTFALL
STA. 0+00 TO STA. 12+10
C"OFDIM M
PUBLIC WOMB DEPAMM13fI
APFF"AW
996"Fiq DATE
SI I MI WATEn DATE
7RANNKMA710N DATE
DATE
DATE
E: DECEMBER 2016 SCALE
PROD. # 3079-0007
� DYM HORIZONTAL
IGNED DGM 1•_40'
CKED DOM VERTICAL:
,I. MGR. BRL 1'.4
TILS: FINAL DESIG
NOT FOR CONSTRUrT1C

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ANTI- ( ,) PROPOSED 18' DIP SANITARY
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BORE & JACK 755 LF OF 30'
264
STEEL ENCASEMENT
26
13+00 14+00
15+00
16+00 17+00 18+DO 19+00 20+00 21+00 22+00 23+00 24+00 24+80 82
PROFILE VIEW
SCALE:
HORIZ: 1'-40'
VERT, 1'-4'
CRY OF DURHAM
PUBLIC WORKS DE°AR7ABiT
APPROVED
ENOL EERNO DATE
STORM WATE4i DATE
TRANSPORTATION DATE
DAM
DATE
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OQ'.t'FE!lSR�I/ ���V C�L DRAWN DYM HORIZONTAL:
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1730 Varsity Drive, Suite 500 - CHECKED DOM vER>1CAL•
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SCALE: 1"=40' (Horiz.)
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292
290-
o
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CONTRACTOR TO INSTALL
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270
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268
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25+00 26+00
27+00
28+00 29+00 30+00 31+00 32+00 33+00
34+00 35+00 36+00 37+00
PROFILE VIEW
HORIZ: 1"=40'
SCALE:
VERT: 1'=4'
CITY OF DURHAM
PUBLIC WORKS DEPARTA@IT
APPROVED
BiDl�s4O DATE
BION WATER DAT9
TRANOPOFITATION DATE
DATE
DATE
DURHAM DATE: DECEWSM 2016
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11
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INV OUT -274.34'
TRACTOR TO INSTALL ,per '4 y ,.,
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INV IN -278.45'
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\
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RIM: 283.13
DRAWAGE INV IN -271.07'
FEATURE INV OUT -270.97
''
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• • `
INSTALL TIMBER MATTWG
\
(SEE DETAIL)
PLAN VIEW
40' 0
40' 80'
1•
SCALE: 1"=40' (Horiz.)
..m
m
29
CONTRACTOR TO INSTALL
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292
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EX. GROUND PROFILE �,[
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280
0 0 p
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c j
=
1d PVC (SDR 35)
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v
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1
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27
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329.70 LF -
L72
214.27 LF__- TT- (TYP.)
27
270
ANT- EPC ( .)
- ROPOSED 18' PVC SANITARY
26
268
38+00 39+00 40+00 41+00
42+00 4J+00 44+00 45+DO 46+00
47+00
48+00
49+00 49+90
PROFILE VIEW
HORIZ 1•-40'
SCALE: 7
VERT: 1"-4'
CITY OF DUFii/W
PUBLIC WORKS! DEPARTMENT
APPROVED
ENOR139M DATE -
STOW WATER DATE -
TRANBPOIiFATiON DATE_
DATE
DATE
tW CAq
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A
DURHAM
V
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CITY OF DURHAM
TURNAGE HEIGHTS
ABANDONMENT AND MUD
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CREEK OUTFALL
DATE: DECEMBER 2016 SCALE
MCE PROD. 0 3079-DOD7
HORIZONTAL
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1730 Varsity Drive, site 500
CHECKED DOM VERTICAL:
Z 2
Raleigh, North Carolina 27606 DEPARTMENT OF WATER
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STA. 37+10 TO
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INV OUT -279.16'
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DEED-DDW --,�
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o \ \ `\RECONNEI$EX._ C~ %
TO -NEIN NEW SS
°oho MANHOLE-/`\ /
� ��' ,.. •..e �+21�p ,.. ,., r,
•r. Hue SET -22"2" — ' ' — • �... - • - — ' END of 6RNMAGE
r ,r r..!✓ 12" 01,101%. PIPE r' STRUC N END OFD
♦ •' DEPTH -3.95' MH /2 .
L
-EX GRA'U DRIWWAY_-'' �•
/ STA:59+79.35
RIM: 303.07
INV IN=283.72'
INV OUT -283.62'
=H1w( RECEIVINCy4PIT
-BKOR�E1 $-MCK t57�
-OF-3V STEEL ENtASFaIENT:'-/
PROPOSED 18- DIP
SANITARY SEWER
a Nefi-
\� IOP ELEV=292.07' STA: 58+88.8 x x x x� \ -�
INM' 292.73
- - ,,>� x x x x LF CONC.
m m + /,A,....••••'% Al171` SPEP` COU'AR
i
b INV OUT=283 41" x x Sri % x x x�
• \ ',` / / --Z2���_ --Z2X = AI� x A x x IN -PUCE
.\ •''•k:'" / ''ori ,'!'1'' z x x x x �y/x xxx, %, x x � MAIN
MH /
• \' • . �' NS ALL STRAW --%T- RIM:
STA. Sj,�' / % ,0 •���/ x x x x x x x x x x x z� ` x x�y`I'AyALxL 8R T11NG
w ET RIM:2 1:09 / ♦ x x x x
AL G DI , /'`' / CONTRACTOR TO AVOID x.-� xxx x x x x x x x x x 6BE 'B1R7�!
MH /17 �7Z'� ��� INV 1 '182.58' i / / UNNECESSARY WETLAND x x x _x_1�-�_,r z z
STA: 52+09.01 1 INV OUT X82.48 _12! / / / DISTURBANCES IN x x x x x x �"�.E x x x x x x
♦ / THESE AREAS x x x- x x x x x ���
RIM: 288.68 �'`� � / �/ � x�-�'x-x x x x x x- x x�`x x x x x
INV IN=277.05'----z2—___ 1� \�#'—_ ,> � ,r -- �� _x x �` > x
♦♦ f STREAM If �b �_�_� - � I F /A x x x _x x x x x x x x x x x
INV OUT=278.95' ` ��` ,.'D / J DUKE RESEAR x x x x x x-a\x x�-- x
♦ j / / N PLOTS x X x x x w'x x x x x x x�xx
STONE RELIEF OUTLET .� ♦---Z7- �•=•r� i \ �� �Q/ �� X x 'Sr'ix x x .x -><_-x--x.X x x x xx x x
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\ i / •• /'�� ��` ��� �� x x x x x x x x'x x�x�x x�,� x x 13
//' •L+,♦ / i .. ----- i _�7Q� '/ % %�'x x x x K.�< x /' x x x x x x�3t, x x. xel.
40' 0 40' 80"
PLAN VIEW1111111
SCALE: 1"=40' (Horiz.)
n
CITY OF DURHAM
PUBLIC WORK9 DEPARTMENT
APPROVED
EM0INE13013DATE.
STORNI WATERT DATE.
TRANSPORTATION DATF.-
MTE
\ \PERMANENT ACCESS
MCE PROD.
(SEE SHEETS TCR AND
4
FOR DETAI
x'43
�- PERMANENT
DESIGNED
CONSiRtICT101fENTRANCE�
l'-40'
CHECKED
DGM
VERTICAL
PROD. MGR.
STA: 57+MHIff
�
---- tIW 293.30
FINAL DESIQ
INV IN -283
NOT FOR CONSTRUCTIO
INV OUT -283.16'
�`GLEARRNG LIMITS (TYP.-
- - J'
_--- 10' TEMPORARY
`�,� cGNSTRu noN EASEM
r
\PROPOSED 30'
:U 115 YVU WkNIIAKT bL --
MH -----
9-+18.30 _ -
:2884------ �\
INV IN=279.28'
INV OUT -279.16'
\� DUKE SCKOOLFOR CHILIXtEN 'IATI
3715 ERWINR6_ 'EX. PR
jrL/FT STAmTEN \`
DEED-DDW --,�
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o \ \ `\RECONNEI$EX._ C~ %
TO -NEIN NEW SS
°oho MANHOLE-/`\ /
� ��' ,.. •..e �+21�p ,.. ,., r,
•r. Hue SET -22"2" — ' ' — • �... - • - — ' END of 6RNMAGE
r ,r r..!✓ 12" 01,101%. PIPE r' STRUC N END OFD
♦ •' DEPTH -3.95' MH /2 .
L
-EX GRA'U DRIWWAY_-'' �•
/ STA:59+79.35
RIM: 303.07
INV IN=283.72'
INV OUT -283.62'
=H1w( RECEIVINCy4PIT
-BKOR�E1 $-MCK t57�
-OF-3V STEEL ENtASFaIENT:'-/
PROPOSED 18- DIP
SANITARY SEWER
a Nefi-
\� IOP ELEV=292.07' STA: 58+88.8 x x x x� \ -�
INM' 292.73
- - ,,>� x x x x LF CONC.
m m + /,A,....••••'% Al171` SPEP` COU'AR
i
b INV OUT=283 41" x x Sri % x x x�
• \ ',` / / --Z2���_ --Z2X = AI� x A x x IN -PUCE
.\ •''•k:'" / ''ori ,'!'1'' z x x x x �y/x xxx, %, x x � MAIN
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• \' • . �' NS ALL STRAW --%T- RIM:
STA. Sj,�' / % ,0 •���/ x x x x x x x x x x x z� ` x x�y`I'AyALxL 8R T11NG
w ET RIM:2 1:09 / ♦ x x x x
AL G DI , /'`' / CONTRACTOR TO AVOID x.-� xxx x x x x x x x x x 6BE 'B1R7�!
MH /17 �7Z'� ��� INV 1 '182.58' i / / UNNECESSARY WETLAND x x x _x_1�-�_,r z z
STA: 52+09.01 1 INV OUT X82.48 _12! / / / DISTURBANCES IN x x x x x x �"�.E x x x x x x
♦ / THESE AREAS x x x- x x x x x ���
RIM: 288.68 �'`� � / �/ � x�-�'x-x x x x x x- x x�`x x x x x
INV IN=277.05'----z2—___ 1� \�#'—_ ,> � ,r -- �� _x x �` > x
♦♦ f STREAM If �b �_�_� - � I F /A x x x _x x x x x x x x x x x
INV OUT=278.95' ` ��` ,.'D / J DUKE RESEAR x x x x x x-a\x x�-- x
♦ j / / N PLOTS x X x x x w'x x x x x x x�xx
STONE RELIEF OUTLET .� ♦---Z7- �•=•r� i \ �� �Q/ �� X x 'Sr'ix x x .x -><_-x--x.X x x x xx x x
( ) ♦ ♦ '�' '- \ -r \ / / x x x x x x: x x x �'x x x x x x ,?�� x x x\K x x
_ ♦ ' x x
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\ i♦ ♦r♦ _ .. i ,4♦ i �- x x x x x x x% X x x x x x x x x x x ti\ x I\x
\ i / •• /'�� ��` ��� �� x x x x x x x x'x x�x�x x�,� x x 13
//' •L+,♦ / i .. ----- i _�7Q� '/ % %�'x x x x K.�< x /' x x x x x x�3t, x x. xel.
40' 0 40' 80"
PLAN VIEW1111111
SCALE: 1"=40' (Horiz.)
n
CITY OF DURHAM
PUBLIC WORK9 DEPARTMENT
APPROVED
EM0INE13013DATE.
STORNI WATERT DATE.
TRANSPORTATION DATF.-
MTE
50+00
51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00
PROFILE VIEW
HOR17- 1--40'
VERT: 1--4'
a
41& McImVI&CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www.mckimcreed.com
DURHAM
CITY OF DURHAM
DEPARTMENT OF WATER
MANAGEMENT
1869
CITY OF MEDICINE
TURNAGE HEIGHTS LIFT STATION
ABANDONMENT AND MUD CREEK OUTFALL
STA. 49+90 TO STA. 61+60
61+00 61+60
DATE DECEMBER 2010
SCALE
MCE PROD.
J 3079-0007
DRANK
DMH
HORIZONTAL
DESIGNED
Mill
l'-40'
CHECKED
DGM
VERTICAL
PROD. MGR.
am
STATUS:
FINAL DESIQ
NOT FOR CONSTRUCTIO
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PROFILE VIEW
HOR17- 1--40'
VERT: 1--4'
a
41& McImVI&CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www.mckimcreed.com
DURHAM
CITY OF DURHAM
DEPARTMENT OF WATER
MANAGEMENT
1869
CITY OF MEDICINE
TURNAGE HEIGHTS LIFT STATION
ABANDONMENT AND MUD CREEK OUTFALL
STA. 49+90 TO STA. 61+60
61+00 61+60
DATE DECEMBER 2010
SCALE
MCE PROD.
J 3079-0007
DRANK
DMH
HORIZONTAL
DESIGNED
Mill
l'-40'
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324 BLACKV&LL ST STE 92O DUKE BOX 104182
DURHAM NC. 27701
DEED BOOK: ODD00o
PG: DDODDD
H #24
STA:63+38.80 PROPOSED 18•
RIM: 303.22
INV IN -294.56' PROPOSED 18" PVC SANITARY SE
INV OUT=294.46' TI1/3
HUB SET -303.98'
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DEPTH -4.21'
TOP ELEV-299.7r
177 —__ _
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.
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301 _ _ -�_ I
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ELEV-302.04' / .. / . . \
/ MH /2
STA: 67+81.10 \ •' \ m
/ RIM: 307.83 FM LOCATION 8
_ INV IN=295.41' — . — . — . — .. ` / .' \ 2"ON LOCATIONRECORD OKAYING. $
INV OUT -295.31' ,DISCHARGE LOCATION
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PLAN VIEW 40' o ao' ao'
own
SCALE: 1"=40' (Horiz.)
DRY BORE RELOCATED
4" SS SERMCE AND
CORE NEW MANHOLE
NEW CLEAN-OUT
TE 4• SS
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H
1 1
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DUKE DNNER$nY
S24 SLACKWELL ST STE 920 DUKE BOX 104132
I 1 DURHAM NC, 27701
,
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>
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/ MH /2
STA: 67+81.10 \ •' \ m
/ RIM: 307.83 FM LOCATION 8
_ INV IN=295.41' — . — . — . — .. ` / .' \ 2"ON LOCATIONRECORD OKAYING. $
INV OUT -295.31' ,DISCHARGE LOCATION
NOT FIELD VERIFIED 1
PLAN VIEW 40' o ao' ao'
own
SCALE: 1"=40' (Horiz.)
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1730 Varsity Urive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
-GRASS
—CONCRETE
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4'
0
4'
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1
68+00 69+00 70+00 71+00 71+40 SCALE: 1"=4' (Vert.)
DURHAM
CITY OF DURHAM
DEPARTMENT OF WATER
I
MANAGEMENT
869
CRY OF MEDICINE
TURNAGE HEIGHTS LIFT STATION
ABANDONMENT AND MUD CREEK OUTFALL
STA. 61+60 TO STA. 71+18
CRY OF DUPHAM
PUBLIC WOM DEPARTMENT
AP"K N®
BJH DATE
STORY WATER DATE
TRA MFMAIM DATE
DATE
DATE
DATE: DECEMBER 2016 SCALE
VICE PROD. / 3D79 -
.RA OWN HORIZONTAL:
DESIGNED OGM 1"-40'
CHECKED DGM VERTICAL:
PROD. MOR. BRL t"-4'
STATUS: FINAL DESIG
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WFK M&CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www.mckimcreed.com
DURHAM
CITY OF DURHAM
DEPARTMENT OF WATER
MANAGEMENT
1869
CITY OF MEEHC94E
Wife.
% STONE SW
BEPAD lD BE SDL Y GDYI % !'
D ATT A A MINIMUM.
b. TURNING RAMS SUFFICIENT TO
NxDNMOOATE URGE TRUC16 IS TO BE
PRPADm.
a. ENMANCE(S) SHODU) BE LOOTED TO
PROVIDE FOR WAMUM UTMITY BY ALL
COMSTdKTWN Va10.Es.
d. MUST BE YNNTAINEJ IN A CONDITION
WHMSN MILL PREVENT TRIGRTNG OR
DIRECT FLOW OF MUD ONTO STREETS.
PE 40DIC 70POItMM WITH STONE
SLL BE "; I SOME HA,OY.
.. AV WIEAVL WHCH SILL MAKES IT
ONTO THE ROAD MUST BE CLEANED UP
M MEDIATELY.
NOTES` ,VP,MJIBLE AT ALL POINTS OF
INGRESS k EGRESS UNTIL SIE 6
STABIIIFD, FREQUENT CHEZ= OF
THE DEVICE AND TNELY
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ENOL EERNO DATE_
20' 0 20' 40' BfORIMWATER DATE_
TRANBPORIATION DATE_
SCALE: 1'=20' (Horiz.) DATE—
DATE
TURNAGE HEIGHTS LIFT STATION I
ABANDONMENT AND MUD CREEK OUTFALL
EASEMENT ACCESS ENTRANCE
W
DATE:
DECEMBER 20,8
SCALE
,OX70' SIGHT TRIANGLE
l 3079—
.A
DOR
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10'X70' SIGHT TRIANGLE / DRIVE CONTRACTOR TO'OONFNW / i,(
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\---------- CONSIRIICTION. P O
7 i t' i 0 0 i
C.
r
`\ ♦ r % / \\ ,/ \l� I GOC, m
♦ — — — — — — PERMANENT EASEMENT (7YP) , I \ ¢ I O \
0 1
— — ♦ TEMPORARY CONSTRUCTION
\ \ / EASEMENT (TYP)
I CLEA
ERWIN ROAD ACCESS
1'-20'
WFK M&CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www.mckimcreed.com
DURHAM
CITY OF DURHAM
DEPARTMENT OF WATER
MANAGEMENT
1869
CITY OF MEEHC94E
Wife.
% STONE SW
BEPAD lD BE SDL Y GDYI % !'
D ATT A A MINIMUM.
b. TURNING RAMS SUFFICIENT TO
NxDNMOOATE URGE TRUC16 IS TO BE
PRPADm.
a. ENMANCE(S) SHODU) BE LOOTED TO
PROVIDE FOR WAMUM UTMITY BY ALL
COMSTdKTWN Va10.Es.
d. MUST BE YNNTAINEJ IN A CONDITION
WHMSN MILL PREVENT TRIGRTNG OR
DIRECT FLOW OF MUD ONTO STREETS.
PE 40DIC 70POItMM WITH STONE
SLL BE "; I SOME HA,OY.
.. AV WIEAVL WHCH SILL MAKES IT
ONTO THE ROAD MUST BE CLEANED UP
M MEDIATELY.
NOTES` ,VP,MJIBLE AT ALL POINTS OF
INGRESS k EGRESS UNTIL SIE 6
STABIIIFD, FREQUENT CHEZ= OF
THE DEVICE AND TNELY
MNMTENANCE MUST BE PRVAOED.
MABSOM MAUARI OM n.Ttc% STONE 'J
NOT TO SC
EROSION CONTROL DETAIL
.� oImRAA+carNrr, Nc CONSTRUCTION ENTRANCE Pi l
'��` EEROVO DEPAR77d@1T
TVI: 1 a
0.
401
s'
CrrY of DURHAM
PUBLIC 1NOFA8 DEPARI1Blf
APPROVED
NORTH
ENOL EERNO DATE_
20' 0 20' 40' BfORIMWATER DATE_
TRANBPORIATION DATE_
SCALE: 1'=20' (Horiz.) DATE—
DATE
TURNAGE HEIGHTS LIFT STATION I
ABANDONMENT AND MUD CREEK OUTFALL
EASEMENT ACCESS ENTRANCE
W
DATE:
DECEMBER 20,8
SCALE
MCE PROD.
l 3079—
.A
DOR
HORIZONTAL
pl
DESIGNED
DOM
1•-20'
CHECKED
DOM
VERTICAL•
PRQI. MOR.
BRL
NA
STATUS:
FINAL DESIGN
NOT FOR CONSTRUCTION

�OOI 001 0101 001
X X XX,X o
CON7ROL PANEL 00
GENERATOR (SEE NOTE 2)
(SEE NOTE 2)�
Y
CUT AND CAP EX.
8' CIP FORCE MAIN
OUTFILL ±85 LF ABANDON IN PLACE
OF EX. 15' TC SS
DRY IV£LL
WET WL /
ON
iC 55 TO' I'I1An _& r
//X• \
ODOR CONTROL AND SECONDARY
CONTAINMENT STRUCTURE
(SEE NOTE 2)
X X -H-1 X H- f -{-H X f-f-fd' X
NOTES:
1. CONTRACTOR TO COORDINATE WITH OWNER MINIMUM ONE WEEK BEFORE
DIVERTING WASTEWATER FLOW TO NEW OUTFALL FOR ABANDONMENT OF
UFT STATION.
2. OWNER TO REMOVE SALVAGE ITEMS FROM UFT STATION.
3. FOLLOWING SALVAGE, REMAINING ABOVE GROUND ITEMS TO BE REMOVED.
4. SLABS/FOOTINGS TO BE REMOVED THREE FEET BELOW GRADE AND
BACKFILLED.
5. REMAINING EQUIPMENT IN DRY PIT TO BE REMOVED. DRY PIT AND
WETWELL TO BE REMOVED TO THREE FEET BELOW GRADE AND BACKFILLED.
LOD
PLAN VIEW
SCALE: 1'=5'
I FGFNI7
ITEMS TO BE REMOVED (SEE NOTES)
ABANDON ±1220
LF OF EX. 8' CIP
FORCE MAIN
ABANDON IN PLACE
F bZ ' R'�-Tr°�--r-
EMERGENCY PUMP WT
J LINK FENCE
BE REMOVED)
SCALE: 1"=5' (Har12.)
v
�MCIQM&CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www.mckimcreed.com
iL
DURHAM
CITY OF DURHAM
DEPARTMENT OF WATER
MANAGEMENT
1869
CITY OF MEDICINE
TURNAGE HEIGHTS LIFT STATION
ABANDONMENT AND MUD CREEK OUTFALL
TURNAGE HEIGHTS LIFT STATION
DEMO PLAN
CITY OF DIRiFWd
PUBLIC WOM DEPARTMIfffF
APPROV®
840111 33iNO DATE_
SMM WAT6i DATE_
TRANSPOITTATION DATE_
DATE_
DATE
DATE: DECEMBER 2018 SCALE
MCE PROJ. j 3079-0007
DRAVM DVM HORIZONTAL:
DESIGNED DGM 1 40
CHECKED DGM VERTICAL:
PROJ. MGR. BRL "-4'
siATUS: FINAL DESIOr
NOT FOR CONSTRUCTIOP

PLAN WITH TOP REMOVED
SCALE I.=1'
NCRE: CONDUITS 43 44. 45. AND 49 TO
BE SIUBBm OUT 5' BEY" BUILDING
AND CAPPED BELOW (HYDE
ELECTRICAL BUILDING
SCALE 1/2'=1'
ffUF-
FEEOER
(1DN)
PANG. AUTO
(125A) SWTCH
(1504)
aWl[ IIIWI (,
art I4NG nw
GENERATOR GAGE -
MAN POWER IAN
0501) (150V
MOTOR CONTROL CENTER LAYOUT
SCALE 1/2-=1'
ELECTRICAL/CONTROLS REQUIREMENTS — REFERENCED DRAWING
SCALE: N.T.S.
SECTION Q D
3LAL�1 = T
DISCONNECT AMPERAGE
NUMBER RATING
DSI ISM
18 OS2 BDA
OS3 WA
OS4 IOOA
DISCONNECT SCHEDULE
CITY OF OIIHIM
PUBLIC WORKS DINNUMNr
IINKWam LM.
n41r
wes`
LEGEND
LIGHT FIXTURE
COMO UT NUMBER
CONDUf
•% MOTOR CONTROL CENTER
VI ucanoiO P,N4R /1
to upRNG PANEL 02
R Ol4COMELT SPIRCII
0 RECEPTACLE
P LIGHT SWITCH
6 GROUND FAULT
FDIUTE VENDER-
MAW ANAIFACTWER
I CATALOG
NUMBER
WATTS
TTP£
MAW..
I MYINTE
ASISDI2-WG
ISO
NCADESCANT
15
2 MY8111E
WI240-12D-LT
W
FIDURELflN
4
3 MTBPIFE
FLW400S-10-PCR-SAA 425-D8
400
ZIPS
2
4
SEE SEPECRIGTONS
40
NCADESCNR
1
5 MYRTITE
NNPO50512-LP
50
NPS
3
FIXTURE SCHEDULE
)100\
t
ELECTRICAL ONE LINE DIAGRAM
nunlpll7j' SEAL
v,MFMQM&CREED
041 c 1730 Varsity Drive,Suite 500
6 vEc 2.aE+.+ Raleigh, North Corolina 27606
�CMEEQ `a
Phone: [phone]. Fax: [phone]
EB0008691
Ill//ll 11111\
www.mckimcreed.com
CONDUIT FROM
TO
WOE AND CONDUIT
1 LPI -3
AREA LICIT
2-012, 1-012C, 3/4'C
Z'- 11CC
054
3-/Z. I -/B0. 1 1/2'C
3 KFMR
UP,
2-/2. 1-OeN, I -OBD. I I/2Y
4 REN.
MCC (ATS)
3-01/0, I -/ISN, 1-086. 2t
5 GEN. (O NIAOO
MCC (ATS)
1 2-/12, 1-0126 3/41C
6 UPI -8
GEN.
2-012. 1-012G, 3/4'C
7 DUKE R R. METER
MCO
3-01/0, 1-0N1 1-086, 2'C
6 OSl -
P IMP 1
3'04 1-066, 1t
9 DS2
PULP 2
3-08. 1-086, 1t
10 DST
PUMP 3
3-08, 1-086, I'C
11 064
TRANSFORMER
3-02. 1 -/BD. 1 1/2-C
12 LP2-2
BLOWER
2-010. 1-0120, 3/4t
13 UP2-4
STAIRWELL LIGHTS
2-/12. 1-0120, 3/4t
14 LPI -6
EDAIST FAN
2-/12, 1-0126. 3/41C
15 LP2-I
PUMP SU LIGHTS
2-01x 1-012r 3/4'C
16 LPI -11, 3
LP2
3-08, I-0811 1-080 1 1/4t
17 IPI -2
Lon
2-012, 1-0126, 3/4t
18 CONIRD PANEL
"I AND HORN
3-012. 1-0126, 3/4-C
19 PUMP 1 'JOG' PB CONTROL PAUL
2-01R 1-0126, 3/4t
20 PUMP 2 JOG' PB
CONTROL PANEL
2-012. 1-0f2G. 3/4t
21 PUMP 3 JOG' PS CONTROL PANEL
2-012, 1-0120. 3/4'C
22 FLOAT S ARCHES
FLAT SCOTCH J8
CORDS. 41C
23 ULTRASO LIC AMU
ULTRASONIC JB
tt
24 CONIRd PANEL
051 (PUMP 1)
3-j0. 1-/86, 1t
25 CONIRD PANEL
OW (PIAN 2)
3-08. 1-0c, it
26 CONRb1 PANEL
OS} (PUMP 3)
3-J8, 1 -JIM, 1t
27 1P1-5
CONTROL PANEL
2-02, 1426, 3/4'C
28 LPI -4
COMA RECPr.
2-012, 1-0126, 3/4' C
29 MCO
CONTROL PANEL
3-01, I -#4k. 1-066, i 1/2-C
30 LP2-3
PUMP STATION LTS
2-012, 1-012C, 3/4-C
31 FLOAT s Nrcm JB
CONTROL PANEL
16-014, 1-0126, 3/4t
32 ULTRAS[ Be JB
CONTROL PANEL
FACTOR' CABLE, it
33 MCC -
CRANE HOIST
3-010, 1-01G. 3/4-C
34 LPI -7
CONY. RECPT.
2-012, 1-0126, 3/4t
35 LP2-B
OF RECMDCLE
2-012. 1-0126, 3/4'C
36 LP2-5 --
OF RECEPTACLE
2-012. I-0126. 3/4-C
37 LP2-7
OURANDIER
2-012, I-0120, 3/4'C
38 LPI -IG---
HOT BOX
2-012, 1-0126. 3/4'C -
39 CONTR(X PNEL
HARM LT 8 HORN
2-012, 1-/120, 3/41C
40 DUKE ft R ATTR
RAKE PMR METER
2t
41 LPI -9
MFA Leff
2-012, 1-/126 3/4t
42 MCC
UNIT NEATER
3-012. 1-012X, 1-0120, 3/4
43 LPI
SNB OUT
3/4'C
44 LPI
SNB Our
3/4t
45 INCL
SNB our
1 1/2- c
48 LPI -14
DIIERIOR UG TS
2-012, I-0126, 3/4t
47 LP2-6
SUMP PUPS
2-012. 1-0120, 3/4'C
45 I LP2-10
ENTRANCE UCT
2-012. 1-0126, 3/4'C
e9 YCO
STUB OUT
1 1/2' C
CONDUIT AND CABLE SCHEDULE
DURHAM
CITY OF DURHAM
DEPARTMENT OF WATER
MANAGEMENT
1869
CITY OF MEDICINE
's
0
Coulter
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=
Thames.
II es.
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NA C11Y EIIGWBDIFN
ELECTRICAL
DETAILS
LILWWt INNA,
D/03-5
ELECTRICAL REQUIREMENTS:
I. ELECTRICAL CONTRACTOR SHALL VERIFY ALL THE POWER AND (
WIRING AND ASSOCIATED RACEWAYS FOR THE PUMP MOTOR TO
INSTALLED UNDER THIS CONTRACT HAS BEEN INSTALLED IN ACI
WITH THE REFERENCE DRAWING SHOWN ON THIS SHEET.
1.1. CONFIRM ALL POWER AND CONTROL CONDUCTORS ARE TERI
THEIR RESPECTIVE DEVICES
1.2. PERFORM CONTINUITY TESTING ON ALL POWER AND CONTRC
CONDUCTORS
1.3. PERFORM MEGOHMMETER TESTING ON ALL POWER CONDUCTI
1.4. RE—TERMINATEALL POWER AND CONTROL CONDUCTORS AND
CONNECTIONS PER NEC REQUIREMENTS
2. ELECTRICAL CONTRACTOR SHALL CONNECT THE EXISTING MOTOF
CIRCUIT TO THE PUMP MOTOR TO BE INSTALLED UNDER THIS C
2.1. PERFORM PHASE ROTATION TEST PRIOR TO ENERGIZING AN[
CONNECTIONS PER PUMP MOTOR REPRESENTATIVE DIRECTIOI
CONTROLS REQUIREMENTS:
1. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER
THE ITEMS LISTED BELOW ARE DEFICIENT
1.1. IN THE EXISTING PUMP STATION CONTROL PANEL, CONTRA
SHALL FIELD VERIFY THAT A NORMALLY OPEN (N.O.) CON'
CONTROL RELAY 'OCR' IS CONNECTED TO THE AUTO—DIAD
INPUT -2.
1.2 IN THE EXISTING PUMP STATION CONTROL PANEL, CONTRA
SHALL FIELD VERIFY THAT PUMP No.2 MOTOR STARTER '2
AUXILIARY CONTACT IS CONNECTED TO AUTO—DILAER INPL
1.3. IN THE EXISTING PUMP STATION CONTROL PANEL, CONTRA
SHALL FIELD VERIFY THAT PUMP No.2 IS INCLUDED IN THI
CONTROLLER PUMP ALTERNATION CONFIGURATION. IF NOT,
CONTRACTOR SHALL ADD PUMP No.2 TO THE LEVEL CONT
ACTIVE PUMP ALTERNATION CONFIGURATION.
KEYNOTES:
1A LIFT PUMP MOTOR No.2 TO BE INSTALLED AND PLACED INT
iB EXISTING LIFT PUMP MOTOR No.2 DISCONNECT
O EXISTING PUMP STATION CONTROL PANEL
® EXISTING PUMP MOTOR NO.2 STARTER DIAGRAM
PREVIOUS DESIGN
BY OTHERS
240/120 VOLTS
IOM
2 ELECT BLDG LIGHTS
AREA LIGHT 3
a ELECT BLDG RECPT
CONTROL PANEL 5--6-bB
ELECT BLDG E)MAUST FM
RECFr. ]
B GENERATOR
AREA LIGHT 9
10 NOT BOX
LP2 11
12 LEVEL CONTROL (N CP)
LP2 13
14 ELECT BLDG ETT LCIS
15
16
17
(18
19
21)
21ET
FE: 22
73
24
NOTE.
ALL BREAKERS ARE
20A. UNLESS MORED
LIGHTING
PANEL #1 (LP1)
DURHAM
CITY OF DURHAM
DEPARTMENT OF WATER
MANAGEMENT
1869
CITY OF MEDICINE
's
0
Coulter
i eJlsO efl
=
Thames.
II es.
_ aWd Nkh Sftd
CWteMhB 4N7oIN
• 19N6rOWN
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u �W.
7-ra-O4
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WnM3
,1niD3 TW.\eNle
Iu a INlumro
Troro4 E\RIOIM
NA C11Y EIIGWBDIFN
ELECTRICAL
DETAILS
LILWWt INNA,
D/03-5
ELECTRICAL REQUIREMENTS:
I. ELECTRICAL CONTRACTOR SHALL VERIFY ALL THE POWER AND (
WIRING AND ASSOCIATED RACEWAYS FOR THE PUMP MOTOR TO
INSTALLED UNDER THIS CONTRACT HAS BEEN INSTALLED IN ACI
WITH THE REFERENCE DRAWING SHOWN ON THIS SHEET.
1.1. CONFIRM ALL POWER AND CONTROL CONDUCTORS ARE TERI
THEIR RESPECTIVE DEVICES
1.2. PERFORM CONTINUITY TESTING ON ALL POWER AND CONTRC
CONDUCTORS
1.3. PERFORM MEGOHMMETER TESTING ON ALL POWER CONDUCTI
1.4. RE—TERMINATEALL POWER AND CONTROL CONDUCTORS AND
CONNECTIONS PER NEC REQUIREMENTS
2. ELECTRICAL CONTRACTOR SHALL CONNECT THE EXISTING MOTOF
CIRCUIT TO THE PUMP MOTOR TO BE INSTALLED UNDER THIS C
2.1. PERFORM PHASE ROTATION TEST PRIOR TO ENERGIZING AN[
CONNECTIONS PER PUMP MOTOR REPRESENTATIVE DIRECTIOI
CONTROLS REQUIREMENTS:
1. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER
THE ITEMS LISTED BELOW ARE DEFICIENT
1.1. IN THE EXISTING PUMP STATION CONTROL PANEL, CONTRA
SHALL FIELD VERIFY THAT A NORMALLY OPEN (N.O.) CON'
CONTROL RELAY 'OCR' IS CONNECTED TO THE AUTO—DIAD
INPUT -2.
1.2 IN THE EXISTING PUMP STATION CONTROL PANEL, CONTRA
SHALL FIELD VERIFY THAT PUMP No.2 MOTOR STARTER '2
AUXILIARY CONTACT IS CONNECTED TO AUTO—DILAER INPL
1.3. IN THE EXISTING PUMP STATION CONTROL PANEL, CONTRA
SHALL FIELD VERIFY THAT PUMP No.2 IS INCLUDED IN THI
CONTROLLER PUMP ALTERNATION CONFIGURATION. IF NOT,
CONTRACTOR SHALL ADD PUMP No.2 TO THE LEVEL CONT
ACTIVE PUMP ALTERNATION CONFIGURATION.
KEYNOTES:
1A LIFT PUMP MOTOR No.2 TO BE INSTALLED AND PLACED INT
iB EXISTING LIFT PUMP MOTOR No.2 DISCONNECT
O EXISTING PUMP STATION CONTROL PANEL
® EXISTING PUMP MOTOR NO.2 STARTER DIAGRAM
PREVIOUS DESIGN
BY OTHERS
240/110 YVLis
SCOPE OF WOF
50A
STATION LIGHTS FRONT 161—
2 BLOWER
STATION LIGHTS REAR 3
4 STAIR LIGHTS
RECPT. S
6 SUMP PUMPS
DDIAIDBIFF 7
8 PECK.
9
10 ENTRANCE LCT
11
2
13
4
15
18
17
8
19
20
21
22
y
24
NDtE. ALL BREAKERS ARE
2ND UNLESS NOTED
LIGHTING PANEL #2 (LP2)
DURHAM
CITY OF DURHAM
DEPARTMENT OF WATER
MANAGEMENT
1869
CITY OF MEDICINE
's
0
Coulter
i eJlsO efl
=
Thames.
II es.
_ aWd Nkh Sftd
CWteMhB 4N7oIN
• 19N6rOWN
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7-ra-O4
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Job Nw6r. cm
0— _
Ch -ked WIN.
WnM3
,1niD3 TW.\eNle
Iu a INlumro
Troro4 E\RIOIM
NA C11Y EIIGWBDIFN
ELECTRICAL
DETAILS
LILWWt INNA,
D/03-5
ELECTRICAL REQUIREMENTS:
I. ELECTRICAL CONTRACTOR SHALL VERIFY ALL THE POWER AND (
WIRING AND ASSOCIATED RACEWAYS FOR THE PUMP MOTOR TO
INSTALLED UNDER THIS CONTRACT HAS BEEN INSTALLED IN ACI
WITH THE REFERENCE DRAWING SHOWN ON THIS SHEET.
1.1. CONFIRM ALL POWER AND CONTROL CONDUCTORS ARE TERI
THEIR RESPECTIVE DEVICES
1.2. PERFORM CONTINUITY TESTING ON ALL POWER AND CONTRC
CONDUCTORS
1.3. PERFORM MEGOHMMETER TESTING ON ALL POWER CONDUCTI
1.4. RE—TERMINATEALL POWER AND CONTROL CONDUCTORS AND
CONNECTIONS PER NEC REQUIREMENTS
2. ELECTRICAL CONTRACTOR SHALL CONNECT THE EXISTING MOTOF
CIRCUIT TO THE PUMP MOTOR TO BE INSTALLED UNDER THIS C
2.1. PERFORM PHASE ROTATION TEST PRIOR TO ENERGIZING AN[
CONNECTIONS PER PUMP MOTOR REPRESENTATIVE DIRECTIOI
CONTROLS REQUIREMENTS:
1. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER
THE ITEMS LISTED BELOW ARE DEFICIENT
1.1. IN THE EXISTING PUMP STATION CONTROL PANEL, CONTRA
SHALL FIELD VERIFY THAT A NORMALLY OPEN (N.O.) CON'
CONTROL RELAY 'OCR' IS CONNECTED TO THE AUTO—DIAD
INPUT -2.
1.2 IN THE EXISTING PUMP STATION CONTROL PANEL, CONTRA
SHALL FIELD VERIFY THAT PUMP No.2 MOTOR STARTER '2
AUXILIARY CONTACT IS CONNECTED TO AUTO—DILAER INPL
1.3. IN THE EXISTING PUMP STATION CONTROL PANEL, CONTRA
SHALL FIELD VERIFY THAT PUMP No.2 IS INCLUDED IN THI
CONTROLLER PUMP ALTERNATION CONFIGURATION. IF NOT,
CONTRACTOR SHALL ADD PUMP No.2 TO THE LEVEL CONT
ACTIVE PUMP ALTERNATION CONFIGURATION.
KEYNOTES:
1A LIFT PUMP MOTOR No.2 TO BE INSTALLED AND PLACED INT
iB EXISTING LIFT PUMP MOTOR No.2 DISCONNECT
O EXISTING PUMP STATION CONTROL PANEL
® EXISTING PUMP MOTOR NO.2 STARTER DIAGRAM
PREVIOUS DESIGN
BY OTHERS
SCOPE OF WOF
BY MCKIM AND C
DATE: APRIL 2016 SCALE
TURNAGE HEIGHTS LIFT STATION
M Plz -' 2'
ABANDONMENT AND MUD CREEK OUTFALL
°RAA" �"/MG
HORIZONTAL
N/A
D,,,,m JAC
CHECKED BRL
VEIRnCAL
PROD. MGR. MEL
N/A
ELECTRICAL/CONTROLS REQUIREMENTS
STATS 90% EACWN
NOT CONSTRUCT1OI

�O I
4�
NEW 2
NEW 3
VIEW 4
l \ J
NEW 1 '
1 �
l
al
W01K
ROE
� WOLIe
rz
309 LF
pN r tom,= -
Wil e rxr r:r
S00 LF 30 LF 300 LF 7 W
VIEW INDEX 500' 0 500' 1000'
SCALE: 1"-500' SCALE: 1"=500' (Horiz.)
2
I �D,{ I sY -
I I{ I
I
I I I
VIEW 4
SCALE: 1'-40'
OOO wo
E011D
CONFIll N ODIMICTION
♦
comes
m"
tN0 rt m F
wi, a Wii
rxr rxr
WOF,
rxr
Al 1 LF
t+ 9 LF LF
300 lF
�H jt26jt28
Ilan
W2D-1 48"x48• ODI:RaC tON W20-1 48"x48•
tsr rt
SNCHWY.
W 51
WI4-12 48'x48" 07mm 11011 G20-2 60'x24"
LF
40' 0 40' 80
SCALE: 1'=40' (Horiz.)
sm
/ � r
/ \ AU06
6H®Ip
i NO1ww
� / � � w,_a•n
TEMPORARY CONSTRUCTION CONSTRUCTION ENTRANCE
NC HWY, 751
woGRAw'DRIVE
S EASEMENT
YnrlAI A
TRAFFIC CONTROLGENERAL NOTES
1. THE WI4-12 "TRUCKS ENTERING HIGHWAY SIGN SHALL COMPLY WITH MUTCD STANDARDS
SHALL BE ON U -POST A PERMANENT TYPE MOUNTING.
2. CONTRACTOR WILL BE RESPONSIBLE FOR ALL PERMANENT SIGNING. ALL SIGNS SHALL BE
INSTALLED ON METAL •U" POSTS ALL PERMANENT ROAD SIGNS SHALL BE TYPE •E"SIGN
A BACKGROUND OF TYPE IR SHEETING.
3. CONTRACTOR TO ENSURE ALL NECESSARY SIGNING IS IN PLACE PRIOR TO ALTERING ANY
TRAFFIC PATTERN.
4. RIGHT OF WAY USE PERMIT: THE CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING RIO
WAY PERMIT(S) FROM NCDOT FOR APPROVAL TO WORK IN STREET RIGHT-OF-WAY(S) OF
CAROLINA.
S.
TRAFFIC CONTROL PLAN: THE CONTRACTOR SHALL MAINTAIN THE TRAFFIC CONTROL AS
DESCRIBED HERON UNLESS THE CONTRACTOR SUBMITS AN ALTERNATE TRAFFIC CONIM
TO THE ENGINEER AND IT IS APPROVED BY THE ENGINEER. THE ENGINEER MAY DIRECT 1
CONTRACTOR TO MODIFY TRAFFIC CONTROL IF, IN THE ENGINEER'S OPINION, TRAFFIC IS N
MOVING SAFELY OR EFFICIENTLY.
6. TRAFFIC CONTROL DEVICES SHALL BE SET UP PRIOR TO THE START OF CONSTRUCTION O
MAINTENANCE OPERATIONS, AND SHALL BE REMOVED OR RELOCATED AS THE WORK IS F
OR WORK CONDITIONS CHANGE THE AGENCY DOING THE WORK SHALL PATROL THE WORI
AS REWIRED TO ENSURE THAT ALL TRAFFIC CONTROL DEVICES ARE IN PUCE AND OPER
AT ALL TIMES
7. ALL TRAFFIC SIGNS FOR THE WORK AREA SHALL RE REFLECTORIZED. THE REFLECTIVE MA'
USED SHALL BE EQUAL OR BETTER THAN TYPE I, LEVEL A REFLECTIVE SHEETING.
S. AT NIGHT, ADEQUATE BARRICADES WITH REFLECTORIZED MATERIAL AND LIGHTS ARE REOU
CALL ATTENTION TO AND TO INDICATE THE ACTUAL LOCATION OF OBSTRUCTIONS AND HA
9. WHEN NOT IN USE DURING WORK HOURS OR AT NIGHT, EQUIPMENT SHALL NOT BE PARKE
SUCH A MANNER AS TO BLOCK THE MOTORISTS' VIEW OF TRAFFIC SIGNS AND SIGNALS AI
LEAST 10 FEET AWAY FROM THE TRAVEL LANE.
10. EVERY ATTEMPT SHALL BE MADE TO SCHEDULE AND EXPEDITE THE WORK TO CAUSE THE
INCONVENIENCE TO THE TRAVELING PUBLIC.
11. IN SITUATIONS NOT COVERED IN THIS DESIGN, THE PROTECTION OF THE WORKERS ON SITI
DICTATE THE MEASURES TO BE TAKEN CONSISTENT WITH THE CITY OF DURHAM'S WORK A
TRAFFIC CONTROL REQUIREMENTS.
12. THE CITY ENGINEER OR DIRECTOR OF THE DEPARTMENT OF TRANSPORTATION OR THEIR
V IL -VV IREPRESENTATIVES ARE AUTHORIZED TO STOP ANY CONSTRUCTION OR MAINTENANCE ACT)
1,=�, WHICH IS NOT PROPERLY SIGNED OR BARRICADED AS REQUIRED BY THIS STANDARD AND
SCALE: 1"=40' (Horiz.) UNTIL SUCH REQUIREMENTS ARE MET.
1.3. THIS DESIGN STANDARD CANNOT BE USED FOR ALL ROADWAY CONSTRUCTION SITUATIONS,
0� TO 8E ERMN
Y
CONSTRUCTION I 0000
ENTRANCE EMAPN o00 0° 1411111 7MIOa
ACCESS GATE TO REMAIN °O ��
CLOSED WHEN NOT IN USE I 0000a "OHM How
(SEE DETAIL SHEET TC2) o 0o rx4Wr r:n-
o, , W LF S(71-1
LCIS ROAD LS�R �O
(60' PUBLIC R/W)
°°.oo
ACCESS GATE TO REMAIN
CLOSED WHEN NOT IN USE I
awNxn1111LYDN INIo11r o°o° (SEE DETAIL SHEET TC2)
AIM Y Na1M1T I
MH /8
xr� ie -1r rxie- I
TO BE PERMANENT STATIONARGN _
,,Dome
Iism
e011FMY
------------------
ACCESS GATE TO REMAIN
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(SEE DETAIL SHEET TC2)
Vii
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CONSTRUCTION ENTRANCE
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
SF. License: F-1222
IL'6O www.mckimcreed.com
VIEW 2 40' 0 40' 80'
SCALE: 1 =40 SCALE: 1"=40' (Horiz.)
Tom
911111m
ER{0
WW ROAD (SR 1307
00o I L -1
H #22
60+00
n MH /2
drr -1 J
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VIEW 3 40' 0 40' 80'
SCALE: 1'40'
SCALE: 1"=40' (Horiz.)
DURHAM
CITY OF DURHAM
DEPARTMENT OF WATER
MANAGEMENT
1869
CITY OF MEDICINE
IF
INTENDED ONLY TO BE USED AS A GUIDELINE. SPECIFIC SITUATIONS MAY REQUIRE ENGINE
JUDGEMENT IN THE PLACEMENT OF TRAFFIC CONTROL DEVICES BECAUSE OF LIMITED VERT
AND/OR HORIZONTAL SIGHT DISTANCE. CHANGES MAY BE REOUIRED WHEN PHYSICAL DIME
IN THE DETAIL DRAWINGS, STANDARD DETAILS AND ROADWAY DETAILS ARE NOT ATTANAS
RESULT IN DUPLICATE OR UNDESIRED OVERLAPPING OF DEVICES MODIFICATION MAY INCL
MOVING. SUPPLEMENTING, COVERING OR REMOVAL OF DEVICES
14. OPERATIONAL SIGNS ARE GENERALLY MOUNTED ON PORTABLE SUPPORTS. THESE ARE USL
USED FOR SHORT TERM OPERATIONS TO WARN AND WIDE TRAFFIC. ADVANCED WARNING
(CONSTRUCTION AHEAD) SHALL BE MOUNTED ON U -POST PERMANENT TYPE MOUNTING 7
PRIOR TO BEGINNING CONSTRUCTION.
15. CONSTRUCTION WORK SHALL NOT BE ALLOWED ON BOTH SIDES OF THE ROAD
SIMULTANEOUSLY WITHIN THE SAME AREA.
16. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING RATED CAPACITY OF ALL BRIDGES /
CULVERTS TO DETERMINE WEIGHT/AXLE LOADING LIMITATIONS PRIOR TO USE.
LOCAL NOTES
1. ACCESS TO EACH RESIDENCE AND BUSINESS SHALL BE MAINTAINED AT ALL TIMES.
PAVEMENT REPAIR NOTES
1. ALL RESIDENTIAL AND COMMERCIAL ACCESS STREETS TO BE USED DURING CONSTRUCTION
BE EVALUATED FOR EXISTING CONDITIONS AND DOCUMENTED PRIOR TO USE.
2. ANY DAMAGE DUE TO CONSTRUCTON TRAFFIC AND EQUIPMENT USE ON RESIDENTIAL STRE
SHALL BE REPAIRED PER NORTH CAROLINA DEPARTMENT OF TRANSPORTATION AND CITY
DURHAM REQUIREMENTS.
3. CONTRACTOR SHALL REWORK ALL DAMAGED CURB & GUTTERS, SIDEWALK, AND STREETS
PUNS AND SPECIFICATIONS.
LEGEND
PROPOSED SIGN
00 0
0
0 0 00
CONSTRUCTION ENTRANCE
O O
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WI4-12 48'x48" 07mm 11011 G20-2 60'x24"
TURNAGE HEIGHTS LIFT STATION
ABANDONMENT AND MUD CREEK OUTFALL
TRAFFIC CONTROL PLAN
CITY OF DURHAM!
PUBLIC WOFM DWARIOB4T
AM410VM
BK%IESip DATE—
SIXM WA1W DATE-
7IVPW01 FA71ON DATE—
DATE—
DAIE
'ATE.- DECEMBER 2016 SCALE W
CE PROJ. 0 3079CE 3076 7
RAVM DMH HORIZONTAL e
DESIGNED DB AS SHOW
HECKED CS VERTICAL'
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TANS: FINAL DESIGN
NOT FOR CONSTRUCTION

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11.. CONTRACTOR TO MATCH EXISTING DUKE FOREST ACCESS GATES AT
PERMANENT MAINTENANCE ACCESS POINTS.
2. CONTRACTOR TO COORDINATE WITH CITY OF DURHAM FOR NUMBERING.
TYPICAL ACCESS GATE DETAIL
NTS
DURHAM
CITY OF DURHAM
DEPARTMENT OF WATER
MANAGEMENT
1869
CITY OF MEDICINE
TURNAGE HEIGHTS LIFT STATION
ABANDONMENT AND MUD CREEK OUTFALL
TRAFFIC CONTROL DETAILS
CRY OF DUHiAM
PUBLIC WORKS DE PAinlWWr
APPROVE>
ENIGINEEFM DATE.
STORM WATSi DATE.
TAANSPORfAmm DATE
DATE,
DATE
DATE:
DECEMBER 2016
SCALE
MCE PROD.
A 3079-0007
DRAWN
OWN
HORIZONTAL:
DESIGNED
DB
N/A
CHECKED
CS
VERTICAL:
PROD. MGR.
BRL
N/A
STATUS
FINAL DESIG
NOT FOR CONSTRUCTiO

SEAL`
4
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www.mckimcreed.
1869
CITY OF MEDICINE
CITY OF DURHAM
DEPARTMENT OF WATER
MANAGEMENT
TURNAGE HEIGHTS LIFT STATION
ABANDONMENT AND MUD CREEK OUTFALL
SEWER DETAILS
CRY OF DURHAM
PUBLIC WOF" DEPAR kI
APPROVED
ENOINEERiK.i DATE.
BMW WATER DAIS.
lAAlBPOIifAT10N
WE.
DATE.
DATE
DATE: DECEMBER 2016 SCALE
MCE PROD. I 3079-0007
DD
RANN WH HORIZONTAL:
DESIGNED DCY N/A
CHECKED DGM VERTICAL
PROJ. MGR. BRL N/A
STATUS: FINAL DES16
NOT FOR CONSTRUCT101
DISTANCE TO SECOND OFFSET STAKE
SPIDERS
DISTANCE TO FIRST
OFFSET STAKE
OFFSET
SIZING TABLE FOR CARRIER PIPES AND CASING PIPES
STAKE
OFFSET
m STAKE
CARRIER PIPE STEEL ENCASEMENT PIPE
THE FOLLOWING TABLE SUMMARIZES THE REQUIRED SIZES FOR STEEL PIPE
ENCASEMENTS:
HUD-
S
j
NOTES:
1. NORMAL SPACING FOR SPIDERS S 3 PER 18' LENGTH OF PIPE, ONE SUPPORT AT EACH END AND A
0
R/W
SUPPORT AT V CENTER.
2. ENTIRE SPIDER ASSEMBLY TO BE BITUMINOUS COATED AFTER FABRICATION.
I
L,��
ED TO PROVIDE DESIGN SLOPE IN CARRIER PIPE.
EXISITING
GRADE
I
4. SIZING TABLE W PR -2A
STEEL CASING PIPE SIZE INCHES
z r - - - -
I
IXPAVEMENT
NOMINAL.
CARRIER PIPE ��� CROSSING ROAD CROSSING
Z
SIZE (INCHES) WALL
PROPOSED MANHOLE
\� OR CURB LET
I
I
1 VIN. I
I
8' X J/e' STEEL PLATE
DWIETER THICI(NESS DATSIER THDE ICKNESS
5
YARD INLET
I
Y
STEEL ENCASEMENfT PIPE
3 AND UNDER 1275 0.158 6.525 0.250
I
VAR
STAINLESS STEEL SHOES
4 12.75 0.1 88 8.625 0.250
;E
I ON EACH FOOT OF SPIDER.
6 12.75 0.188 12.75 0250
I
PI I X >_ Y
8 16 0.219 16 0.250
I
X-
10 20 0.261 20 0.250
- - - - -�
CONTINUOUS WELD
12 24 0.312 24 0.250
BOTH SIDE (TIP.)
1428 0.375 28 0.312
TYPICAL SECTION
16 30 0.408 30 0.312
I STRUCTURE CENTERLINE
(FOR TRENCH EXCAVATION SHOWING MAXIMUM
- -
�
2 38 0.489 38 0.375
2 0 4 1 0.562 42 0.500
I
SLOPE RELATIONSHIP FOR PARALLEL INSTALLATION)
24 42 0.582 1 42 0.500
I
I
CARRIER PIPE
I
I I
NOTE: NCDOT AND ME RAILROADS MAY HAVE DIFFERENT REQUIREMENTS.
S DETAIL P-2.1 FOR SIZING
I EWER
o�0 OF ENCASEMENT PP
I
�9
I I SEWER MAIN
__j
END ELEVATION
DURHAM
DURHAM
DURHAM
CONSTRUCTION STAKE OUT FOR
SCALE:
ROADSIDE PIPE TRENCH
scnLE:
STEEL PIPE ENCASEMENT FOR
SCALE:
SIZING TABLE FOR STEEL PIPE
SCALE:
®
REVIs1oN GATE:
MANHOLE OR DRAINAGE STRUCTURES
NT
®
EXCAVATION
®
REVISION DATE:
WATER AND SEWER MAINS
NTs
0
REVISION DATE:
ENCASEMENTS
NTS
E.10:
03118(1010
12/072009
CITY OF DURHAM, NORTH CAROLINA
DETAIL NO.
CITY OF DURHAM, NORTH CAROLINA
DETAIL NO.
CITY OF DURHAM. NORTH CAROLINA
DETAIL NO.—
CITY OF DURHAM, NORTH CAROLINA
DETAIL NO.
o1„v6
DEPARTMENT OF PUBUC WORKS
C -2O
�l„s,�„
DEPARTMENT OF PUBLIC WORKS
P-1.0
al„a 6,y9
DEPARTMENT OF PUBLIC WORKS
P-2.0
a„a,�
DEPARTMENT OF PUBLIC WORKS
P-2.1
BORE PIT ECDVING PIT
10 00'MIN. 10'x10'MIN.
UTILITY EASEMENT
NOTES
.O.B.
r�
(30' MINIMUM WIDTH)
T.O.B.
2 IN.
I SAN. SEWER PIPE
/. IN ALL MANHOLES. SEWER AND WATER, REGARDLESS OF LOCATION, ULTRA HDPE INSERTS, WITH
POLYPROPYLENE HANDLES. ARE TO BE INSTALLED. ADDITIONALLY. ALL OC BOXES AT WATER VALVES,
UNDISTURBED
HDPE INSERTS ARE TO BE INSTALLED,
MATERIAL
SIZE VARIES AS
DIRECTED By THE
2. THE INSERTS STALL BE MANUFACTURED OF HOPE. MEETING INE STANDARDS OF ASTM D-1248.
ENGINEER
CLASS A CATEGORY 5. TYPE FI. ME MINIMUM UNIFORM THICKNESS SHALL BE )L'. THERE SHALL
BE A POLYEMYLENE OR POLYPROPYLENE REMOVAL STRAP. RIVETED TO THE STRAP. VENTILATION
2 1/2 ASPHALT
IX. ASPHALT
LOCATED ON ME OF ME SM. ME VENT
WILL OF
(TYPE SF9.SA) FRAME AND COVER
LIMIT 244HHOUR NFLOW TO 5 GALLONS PROPER DIMENSIO. NS THE MANHOLE FRAME AND
COVER MUST BE SUPPLIED TO ME INSERT MANUFACTURERS, TO DETERMINE ME EXACT MODEL OF
STEEL ENCASEMENT DUCTILE IRON PIPE
(NSERT PRODUCTS. INED. ACCEPTABLE C.. WWA'.P ONSENVIRONMECO/SM MANUFACTURERS/STYLES
PA. (1) PAR50115 ENJIRONAENTAL
(2) NDFLOW INFLOW. DOUG
MEADOWS CO.. WWW.NOFLOWINFLOW.COM, ABIIENE, TX.
8' MIN. Op "Op
q
STORMWATER
DISCHARGE ARU CF EASEMENT
TOBE ARMORED
-0. SUB -BASE
STREAM CROSSING
BORE AND JACK
MAX, 12. OF BRICK
WORK OR S
BASE AROUND
MANHOLE CASTING
A A
(3)THREE - 4- CONC. RINGS
VARIES)
(SIZE
J}
BORE PIT
10'x30'MIN. RECEIVING PIT
10'x10'MIN.
STREET
I
PLAN VIEW
EPA•
\
0
TOP IL
MOISTER ED
........ ... . 4' ROAD FABRIC
MATERIAL
NOTE
4' ABC STONE BASE
SECTION
STEEL DICASEMENT
ROSS -SECTION Ad
G
CRLE IRON PIPE
NOTES.
1. THE ARMOR FOR THE EASEMENT SHALL BE WIDE ENOUGH TO ENCOMPASS RIE
ENTIRE FLOW ACROSS ME EASEMENT.
STREET CROSSING
2. PROVIDE MIRAFI X -SERIES WOVEN POLYPROPYLENE GEOTEI(TRES (50OX PRODUCT)
ROAD FABRIC OR APPROVED EOU'.L.
BORE AND JACK
1 ARMOR FOR T.IE EASEMENT SHALL BE INSTALLED DAMN F LEVEL SPREADERS ARE
INSTALLED FOR THE STORM DRAINAGE DISCHIMME
DURHAM
DURHAM
DURHAM
DURHAM
®ESI.
E:
BORE AND JACK INSTALLATION
SCALE:
NONE
®
REVISION DATE:
MANHOLE ADJUSTMENT IN
PAVED STREET
SCALE:
NTS
®
EVISION DATE:
UTILITY EASEMENT ARMORING
SCALE:
NTsREVISION
®
DATE:
MANHOLE AND
VALVE BOX INSERTS
SCALE
NTs
17/072008
03N82010
9242010
CEY OF DURHAM, NORTH CAROUNA
DETAIL NO.
CITY OF DURHAM, NORTH CAROLINA
DETAIL NO.
CITY OF DURHAM, NORTH CAROLINA
DETAIL NO.
CITY OF DURHAM, NORTH CAROLINA
DETAIL NO.
d1,,,o BW
DEPARTMENT OF PUBLIC WORKS
P-2.2
1�Bv�
DEPARTMENT OF PUBLIC WORKS
P-3.0
olr.a.6-9
DEPARTMENT OF PUBLIC WORKS
P-5.0
� a•6 �
DEPARTMENT OF PUBLIC WORKS
P-60
SEAL`
4
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www.mckimcreed.
1869
CITY OF MEDICINE
CITY OF DURHAM
DEPARTMENT OF WATER
MANAGEMENT
TURNAGE HEIGHTS LIFT STATION
ABANDONMENT AND MUD CREEK OUTFALL
SEWER DETAILS
CRY OF DURHAM
PUBLIC WOF" DEPAR kI
APPROVED
ENOINEERiK.i DATE.
BMW WATER DAIS.
lAAlBPOIifAT10N
WE.
DATE.
DATE
DATE: DECEMBER 2016 SCALE
MCE PROD. I 3079-0007
DD
RANN WH HORIZONTAL:
DESIGNED DCY N/A
CHECKED DGM VERTICAL
PROJ. MGR. BRL N/A
STATUS: FINAL DES16
NOT FOR CONSTRUCT101

• INITLAL INSFNIATION BY CITY 00 • INITIAL INSTALLATION BY CT' OR
STAINLESS STEEL --\DEVELOPER AWL BE TO A POINT j DEVELOPER SHALL BE TO A POINT
BANDS WITHIN 5' OR LESS OF EXISTING GROUND. WITHIN 5' OR LESS OF EXISTING GROUND
REMAINDER OR INSTALLATION SHALL BE BY I REIAVNDER OR INSTALLATION SHALL BE BY PRE -FABRICATED
4'UTERAL I PLUMBER AT LITER DATE. PLUMBER A7 LITER GATE. ^ BRICK INVERTS
MANHOLE RING AND COVER
B. LATERAL (DETAIL NO. SS -2.4)
o PLANFLOW
gLATERAL •= _ \ �_ S F
LOWI
a PLAN
FERROUS I 1 I \
I META- POST -,.S•. 1 -
• FERROUS ANC OR O GRFUAL TO 9 I \\
I.I. PER V GRADE (4
CORE DRILL AND INSTALL METAL POST-_ I5''
FLEXIBLE RUBBER B00T MIN. +' PFR 1'•GRADE (8
I I CAST IN PLACEWTRi A I 1
L `,�• I STAINLESS STEEL BAND
WYE (SDR 35) PVC
SADDLE STAINLESS
NGTOLVENT WELD CAP CLAMP (TYPICAL.
WBH GASKET A, J" UP
1 >SOLVENT
WELD CAP I
STEEL REINFORCEMENT (NOTE
PLAN MANHOLE STEP I I 3 DETAIL NO. SS -2.1)
ROVED d BEND I SCH 40 PL,C SOLVENT WELD WYE (DETAIL NO. SS -2.5)
D ADAPTER I I
SCH. 40 PVC SOLVENT WELD WYE I I
SECTION SECTION
INVERT
STANDARD SEWER MAIN LATERAL STUB -OUT STANDARD SEWER MAIN LATERAL STUB -OUT TOP OFOBENCH
PVC SEWER MAIN PVC SEWER MAIN
w I Cal/Jt CONCRETE COLLAR BENCH `. I - -
(18"x18'z4' CONCRETE COLLAR I (18"z18'x47 r r FLEXIBLE RUBBER
CONCRETE COLLAR IS*x18'x4 j - : (SEE NOTE 8 DETAIL I SLEEVE BOOT (NOTE 5
r�1 :- SEWER R.ow
18'x18"z4 b .4 _ FLOW SEWER I I �N I NO. SS -2.1) I DETAIL NO. SS -2.1)
MAIN
j 6 ♦0 I MAIN 1' PLASTER I
W
T y+•+ S70NE BASE I SEWER FLOW
COUPLING COUPLING 1 CAST 'IRON COUPLING I COUPUNG CAST IRON ELEVATION I + I MAIN
5' 8ENDR� I SOIL PIPE I 5' BEND I SOIL PIPE I --
IRON $OIL PIPE DOUBLE HUB IRON SOIL PIPE DOUBLE HUB L _ _ _ _ _ - _ _ J
PIPE PIPE PIPE PIPE NOTES:
1. THE MINIMUM SPADING FROM THE EDGE OF A CORE FOR A LATERAL TO THE
EDGE OF THE NEXT CORE SHALL BE 8 INCHES.
2. SEWER LATERAL SHALL NOT ENTER A MANHOLE AT AN ANGLE LESS THAN
FLINT' MIN. J" PER 1' GRADE (4
DUNG I FLING MIN. J" PER 1'
GRADE (6 I OUPUNG 9a TO THE EFFLUENT PIPE.
J. ALL LITERALS TO BE INSTALLED AT THE TOP OF THE BENCH.
SCH. 40 PVC CH 40 PVC SCH. 40 PVC CH. 40 PVC 4. PROVIDE BRICK OR CONCRETE FOR INVERT.
SOLVENT WELD WYE SOLVENT WELD WYE SOLVENT WELD WYE SOLVENT WELD WYE S. INVERTS TO BE BUILT FROM LATERAL TO EFFUIENT PIPE.
S.
THE MAXIMUM NUMBER OF LATERALS FOR ANY ONE MANHOLE IS FIVE (5).
CLEAN OUT DETAILS CLEAN OUT DETAILS 7. ALL NEW DRILLED INTO MANHOLES MUST BE CORE DRED AND PMALU31
DURHAM INSTALLED BY PLUMBER DURHAM INSTALLED BY PLUMBER DURHAM WITH A FLEXIBLE RUBBER BOOT.
DURHAM
SANITARY SEWER LATERAL SCALE: SANITARY SEWER LATERAL s-: ® SANITARY SEWER LATERAL scALe PRECAST CONCRETE SCALE
® REVISION oATE: 4' SEWER LATERAL N75 ® R'r�-VISIQN DA 8' SEWER LATERAL N� REVISION DATE: AT MANHOLE N� F\1.1.,I.N DATE: SANITARY SEWER MANHOLEALTs
05/21/2009 S/10103/18/2010 82010
�Ba9 CITY OF DURHAM, NORTH CAROLINA DETAIL NO. CITY OF DURHAM, NORTH CAROLINA DETAIL N0. CITY OF DURHAM, NORTH CAROLINA DETAIL NO. CITY OF DURHAM, NORTH CAROLINA DETAIL NO.
DEPARTMENT OF PUBUC WORKS SS -1.0 Aev_ DEPARTMENT OF PUBLIC WORKS DEPARTMENT OF PUBLIC WORKS SS -11 q1,,.� of DEPARTMENT OF PUBLIC WORKS SS -2.0
`` 4- 1' DIA MINIMUM NG WEIGHT PLASTIC GREEN MANHOLE
�LDEPi
DEFENDING ON FIOVER ELD CONDITIONS CON�ias HOOFS p 120' Coo R Iso MANHOL , 5EE No EWER
r NI fR CONf/ry TOTA_ 342
I < f r0 o O TEST STATION OR TEST FORT-
`'O -,.,--0
'Y STANDARD H2O TRAFFIC LOAD RATED
NOTES S R °a - o (2) UFTING VALVE BOX WIT UD LA LABELED TS' AND
PAINTED GREEN, PLACED ABOVE
E OPNGE� BAR$ LOOP 3 FT (MIN) DOWNSTREAM SEWER
_ 0 41r4 OF WIRE INTO
DETAIL C -C I 4-1 HOLES Or TEST STATION - <
1. ALL PRE CAST CONCRETE MANHOLES SHALL CONFORM TO THE LATEST REVISION OF ASTM C478. - - -
J� W �4
2. CONCRETE SHALL BE 4000 PSI AT 28 RAYS MINIMUM.TOP OF COVER ER Ri'O
LLL
3. STEEL REINFORCEMENT SHALL BE GRADE 40 BET STEEL CONFORMING TO THE LATEST REVISION REO°
ASTM-A-185
M-A-1FORCEMENR WNL ENT
OF REINFORCEM, AND THE LATEST REVISION OF ASTM -A615 FOR THE
BASE I I
4. STANDARD JOINTS SHALL BE; SEALED WITH PURY TYPE PLASTIC CEMENT PER FED. SPEC. SS-C-153STANDARD I I \ \
OR AN 0 -RING TYPE JOINT CONFORMING TO THE LATEST REVISION OF ASTM -C443.
5. MANHOLE INLETS AND OUTLETS SHLLL BE GST N PLACE FLEXIBLE RUBBER SLEEVES BOOrs PER SEE DETAIL C -C 1/2" R INDUSTRIAL
THE LATEST REVISION OF ASTM -C1123. I' LETTERING (51MILAR METAU. T1'P I \ I2' HOLE
8. INVERTS TO BE CONSTRUCTED OF BRICK WITH A CONCRETE BENCH (DETAIL N0. 55-2.2). 1" R RECESSED FLUSH o NO.12 GAUG
IME I I I FILLED WITH
7. THE MAxUM SEPARATION OR INVERT N TO INVERT EXIT WITHIN A MANHOLE IS 0.50 FEET. WHEN I PIAN Z 5000 BARE I I I CONCRETE
THE SEPARATION IS GREATER THAN 0.5 FEET A DROP MANHOLE MUST BE USED. /2 w COPPER TRACER
LL
}'%I I I I Ix
B. MANHOLES GREATER THAN 18 FEET IN DEPTH SHAHAVE AN INSIDE DIAMETER OR LES BOTTOM OF COVER FOR 25 1/4" WIRE TYP VI I I SEWER
AILS I I
SANITARY SEWER NGREATER THAN EIGHTEEN INCHES (187 N DMAIETER, MANHOLES SHALL BE 1/4' W
MINIMUM OF 5'-0' IN OMNETER. - WRAP TRACER I I LATERAL I I
MINIMUM AVERAGE WEIGHTS 26' J < WIRE AROUND I I I I SEE
9. RM ELEVATIONS SHALL BE AT GRADE IN STREETS k PARKING LOTS. RING-1901be. I > NOTE 2
COVER-1201be. CIRCUMFERENCE OF
10. MM ELEVATIONS ALONG OUTFAI LS 9VLL BE A MINIMUM OF 3' ABOVE OUSTING GROUND ELEVATION. I TOTAL 31OIba. MANHOLE AND 5PUCE I I I I SEWER
IF THE OUTFALL IS LOCATED WITHIN THE FLOOD PLAIN. RIM ELEVATIONS SHALL BE 2' ABOVE THE I TO TRACER WIRE FOR I SADDLE
100 -YEAR FLOOD ELEVATION (WHILE STU MAINTAINING THE 1' ABOVE THE EXISTING GROUND N DOWNSTREAM SEWER I I I TAP
ELEVATION MINIMUM REOUIREMENn. THE 100 -YEAR FLOOD ELEVATION SHALL RE NOTED ON THE PLAN _ I 22' I GASKET IN VERTICAL MAIN I I I I
CONSMUCRON DRAWINGS.
t` rI FACE OF COVER
11. DEPENDING UPON THE HDGHT OF THE MANHOLE, THE CITY OF DURHAM ENGINEERING DIVISION MAY `Y T - - - - - - - - I 1 - '-
REWIRE FLAT MANHOLES, EXTERIOR STEPS AND SAFETY BNS ON TOP OF THE MANHOLE. 3/4. V-11 3/4"
12. MANHOLE MARKER/TRACER WIRE TEST STATION TO BE INSTALLED BY CONOALTOR OVER SEWER UNE 1 -1 1 2 28" Y FLIiVJ I I I i ,
TRACER WIRE SNAIL BE WRAPPED AROUND CIRCUMFERENCE OF WNIDIE AND SPLICE TO TRACER 1 ` ,
WIRE FOR DOwNS1RE41 SEWER. - r • 34'---�.-1-I_--------J-L---- y
3/4 NOTES: L ----------------J SEWER
MAIN
1. THE TRACER WIRE SHALL BE COTITINUOUS TO THE GREATEST EXTENT POSSIBLE. FOR GRAVITY MAIN
AND OR LATERAL INSTALLATIONS LE55 THAN 8 TT, THE TRACING WIRE SHALL BE ATTACHED TO THE
t'-1 1 4' A PIPE. TRACER WIRE SHALL BE LAID FLAT AND SECURELY AFFIXED TO THE PIPE AT 10 FOOT INTERVALS.
'_1 - FOR GRAVITY MAIN AND OR LATERAL INSTALLATION DEEPER THAN 8 FT, THE TRACING WIRE SHALL BE
_ INSTALLED AT A DEPTH OF 7-8 FT. THE WIRE SHALL BE PROTECTED FROM DAMAGE DURING THE
SAY o/ EXECUTION OF THE WORK. NO BREAKS OF CUTS IN THE TRACER WIRE SHALL BE PERMITTED.
SECTION STAINIt55 SttEL 20D 2. WHERE LATERAL TAPS ARE MADE BY SERVICE SADDLES, THE TRACER WIRE SHALL NOT BE ALLOWED
TO TO BE PLACED BETWEEN THE SADDLE ANC MAIN.
TYPICAL LIFTING DEVICE_ 5ECTION A 3. MANHOLE MARKERS SHALL BE PLACED ADJACENT TO MANHOLES AT THE DISCRETION OF OWNER OR
OWNER5 REPRESENTATIVE.
PROVIDE HOPE IN IN ALL MANHOLES BASED ON SPECIFICATIONS DESCRIBED IN DETAIL P-8.0 TOP OF COVER
CITY OF DUFI AM
Du® DURHAM PUBLIC WOPoR DH'ARTA@fi
PRECAST CONCRETE scAle. SANITARY SEWER MANHOLE SCALE: APPROVED
REVISION SANITARY SEWER MANHOLE NOTES NTS REVISION DATE NTS GRAVITY SEWER MAIN TRACER WIRE AND
RING AND COVER Br0l�JG DATE
CITY Or DURHAM, NORTH CAROUNA DETAIL NO. CITY OF DURHAM, NORTH CAROLINA DETAIL NO. MANHOLE FRAME AND WATERTIGHT COVER MANHOLE MARKER 3TOFWA WATER DATE
W1,.> 8 DEPARTMENT OF PUBLIC WORKS SS2.1 mT�BMzox DEPARTMENT OF PUBLIC WORKS
SS -2.4 TPANOPOFrrAT10NDATE
DATE
DATE
DATE: DECEMBER 2015 SCALE
INCE PRQI. / 3079-0007
DRANN DMH HORIZONTAL
DESIGNED DGM N/A
CHECKED DGM VERTICAL
PROJ. MGR. BRL N/A
STATUS: FINAL DESIC
NOT FOR CONSTRUCTIC
� ZKM CT=
1730 Varsity Drive, Suite 500
Raleiah, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www.mckimcreed.com
1869
CITY OF MEDICINE
CITY OF DURHAM
DEPARTMENT OF WATER
MANAGEMENT
TURNAGE HEIGHTS LIFT STATION
ABANDONMENT AND MUD CREEK OUTFALL
SEWER DETAILS

NOTE5:
DURHAM
SCALE:
I . THE TRACER WIRE 5HALL BE CONTINUOU5 TO THE GREATE5T EXTENT P0551BLE.
INSECT SCREENED
MB
WHERE JOINTS AKE NECE551TATED IN THE WIRE, THE JOINTS 5HALL BE 5ECURELY
EXTEND TRACER WIRE
4• GALVANIZED PIPE
BONDED TOGETHER WITH AN APRROVED INDUSTRIAL CRIMP CONNECTOR TO
TO JUST BELOW
DETAIL NO.
SS -2.5
PROVIDE ELECTRICAL CONTINUITY. CRIMP5 5HALL BE 51MILAR METAL *CLEAN
OUT PLUG
w
2. THE CLEANOUT AT THE RIGHT OF WAY AND OR EASEMENT 5HALL SERVE AS THE TEST
PORT WITH THE TRACING WIRE BROUGHT UP OUTSIDE THE CLEANOUT A55EMBLY
FOR STABILIZATION 3 CF
d
z
AND WRAPPED AROUND THE STACK TWICE AT A DEPTH OF APPROXIMATELY 12'
d
BELOW GRADE.
DURHAM
CAST IRON OR BRONZE
3. 5PUCED CONNECTION5 511ALL BE ALLOWED BETWEEN THE MAIN UNE TRACER WIRE
FLEXIBLE BOOT
�CLfAN oUT PLUG
AND THE LATERAL TRACER WIRE.
FINISHED
4. FOR NEW 5EWER TAPS ON EX15TING MAINS VOID Of ANY TRACER WIRE, PROVIDE AN
GRADE
STONE
ANODE FOR THE TRACING WIRE TERMINATION AT THE POINT OF THE NEW TAP ON THE:
F.l,.N121072008
y�
—i
—�2s�—s—<
-5--
IXISTING SEWER MAIN.
PAVEMENT CURB
�'
••
FyZZ
DETAIL NO.
IF
nw Bmz
DEPARTMENT OF PUBLIC WORKS
35-2.8
aPns 8,�.
• AY 4 .il :
i1.l 'P
F
t:
LOOP TRACER WIRE
TWICE AROUND
CLEANOUT
CLEANOUT A55EMBLY
A55EM15LY
TRACER WIRE -NO. 12
GAUGE 50UD COPPER
BARE WIRE
MAIN TRACER WIRE
FOR NEW MAIN
5EWER
EXISTING
LATERAL
MAIN
•NEW SERVICE ON EXISTING MAIN -
PROVIDE MAGNE51UM ANODE (I LB MIN) REQUIRED
WHERE NO TRACER WIRE 15 IN5TALLED ON 5EWER MAIN
TYPICAL SANITARY SEWER LATERAL TRACER WIRE
ENGINEER
CROSS-SECTION
NOTES:
1. MANHOLE TO BE SET ON CONCRETE BASE AND BASE TO BE ONE POUR.
2. FOR VTTRIFIED CLAY PIPE CONCRETE SHALL BE POURED TO NEXT EXISTING
JOINT (BOTH SIDES OF MANHOLE).
3.
PIPE OPENING SHALL BE PRECAST BY MANUFACTURER.
4.W
FLOW SHNI BE MAINTAINED RING CONSTRUCTION.
5. MINI MUM OF 4000 PSI CONCRETE REQUIRED.
0. THE CONTRACTOR SHALL PROVIDE A MINIMUM 5" COMPACTED57 STONE SASE.
7. INVERT TO BE BUILT FROM PROPOSED PIPE TO EFFLUENT PIP , ACCORDING TO
DETAIL ON INVERTS.
DURHAM
DOGHOUSE MANHOLE INSTALLATION SCALE
REVISION DATE: OVER EXISTING SEWER MAIN NTS
vn7nooa
rya Sag CITYDD DEPARTMEF DURHAM,NT
PUBLIORTH C WORKS
D TAI SS -3.0O
DEPARTMENT OF PUBLIC WORKS SS -3.0
FLOW FLOW_
PLANE I - "7 "'^�-"�.`.. "."�-.-.�.\vim y'
STONE BRICK INVERT `CONCRETE
DURHAM
SCALE:
�E (7 BRICK MINIMUM) BASE
INSECT SCREENED
MB
TYPICAL CROSS - SECTION
NOTES:
REVISION DATE.
4• GALVANIZED PIPE
1. INVERT MATERIAL SHALL BE CONCRETE CAST IN PLACE WITH A SMOOTH FINISH.
1vo7noo9
DETAIL NO.
SS -2.5
2. WIDTH OF INVERT SHALL MATCH ABIDE DIAMETER OF INCOMING AND OUTDOING PIPES.
S
POUR CONCRETE ANCHOR
3. BRICK INVERT SHALL BE FORMED AS SHOWN.
4. ALL INVERT ELLVADONS SHALL BE AS SHOWN ON APPROVED CONSIRUCRON PLANUS.
FOR STABILIZATION 3 CF
5. BENCHES TO BE BUILT OUT OF CONCRETE, MORTARED BLOCK OR BRICK. STONE IS NOT ACCEPTABLE.
DURHAM
DURHAM
CORE DRILL WTTH
ABOVE PIPE
FLEXIBLE BOOT
SEWER MANHOLE INVERT
scALe:
®SANITARY
REVISION DATE:
STONE
NTS
F.l,.N121072008
•�:� �
�i ;lid -f,
OF TRENCH
_
CITYDURHAM, NORTH CAROLINA
DETAIL NO.
nw Bmz
DEPARTMENT OF PUBLIC WORKS
35-2.8
aPns 8,�.
I
11/18• 5/8-
/3 DEFORMED
1 1/4' STEEL ROD
O
O 1 /4'
5/8. O
O
f --A O
1 1/4' (U 0 3/4•
A 12-
SIDE VIEW SECTION A -A
NO SCALE
PLAN VIEW .._.
DIMENSIONS OF STEPS MAY VARY
1 1/2• DEPENDING ON MANHOLE WALL
THICKNESS AND TYPE OF
FRONT VIEW CONSTRUCTION.
PLASTIC COATED SANITARY
VISIONOATE: SEWER MANHOLE STEPS
12ronoo9
CITY OF DURHAM, NORTH CAROLINA
DEPARTMENT OF PUBLIC WORKS
SACKFMl COMPAC7B
IN 8" UFTS TO
955 STD. PROCTOR
$_��'UFMA4,I&CR=
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www.mckimcreed.com
PVC PIPE BACKFILL
CITY OF DURHAM, NORTH CAROLINA
DEPARTMENT OF PUBLIC WORKS
TIRE
)IP)
SANITARY SEWER DROP MANHOLErr:
CITY OF DURHAM, NORTH CAROLINA NODEPARTMENT OF PUBLIC WORKS 7
DURHAM
SCALE:
INSECT SCREENED
MB
REVISION DATE.
4• GALVANIZED PIPE
1vo7noo9
DETAIL NO.
SS -2.5
6 K
S
POUR CONCRETE ANCHOR
,n
FOR STABILIZATION 3 CF
$_��'UFMA4,I&CR=
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www.mckimcreed.com
PVC PIPE BACKFILL
CITY OF DURHAM, NORTH CAROLINA
DEPARTMENT OF PUBLIC WORKS
TIRE
)IP)
SANITARY SEWER DROP MANHOLErr:
CITY OF DURHAM, NORTH CAROLINA NODEPARTMENT OF PUBLIC WORKS 7
L
POUR CONCRETE ANCHOR -
AROUND BOTTOM OF VENT
3 CF
11AN
.f SEWER MAN
SANITARY SEWER MANHOLE VENT r
VISION DATE: 121072008CITY OF W THAM, NORTH CAROLINA ODEPARTMENT OF PUBLIC WORKS
100 YEAR FLOOD EIEVAT*
VENT OPENING TO BE
INSECT SCREENED
WATERIIGM MANHOLE
RING AND COVER
4• GALVANIZED PIPE
TM COATED
i
S
POUR CONCRETE ANCHOR
,n
FOR STABILIZATION 3 CF
RUSH WITH WAL
CORE DRILL WTTH
ABOVE PIPE
FLEXIBLE BOOT
L
POUR CONCRETE ANCHOR -
AROUND BOTTOM OF VENT
3 CF
11AN
.f SEWER MAN
SANITARY SEWER MANHOLE VENT r
VISION DATE: 121072008CITY OF W THAM, NORTH CAROLINA ODEPARTMENT OF PUBLIC WORKS
SECTION VIEW
CrtY OF DUHIAM
PLIC WOM DEPARTMENT
DURHAM APPROVED
SCALE: SANITARY SEWER TRAFFIC SCALE
EiIYEBiXi DATE_
NTS REVISION DATE'. BEARING CLEANOUT NTS 1TORM WIATER DATE_
1v072OD9 1AAl�OITTAITON DATE_
DETAIL NO.0 CITY OF DURHAM, NORTH CAROLINA DETAIL NO. DATE _
SS -5.0 ,_!,Roca DEPARTMENT OF PUBLIC WORKS $".0
I CITY OF DURHAM
DEPARTMENT OF WATER
MANAGEMENT
1869
CITY OF MEDICINE
DATE_
DATE DECEMBER 2018 SCALE M
TURNAGE HEIGHTS LIFT STATIONNCEMCE PROJ.3079��7
DRAWN DWH HORIZONTAL: T
ABANDONMENT AND MUD CREEK OUTFALL DESIGNED DOM N/A
CHECKED DGM VERTICAL-
PROD. MGR. BRL N/A
SEWER DETAILS srATus: FINAL DESIM
NOT FOR CONSTRUCTIM
IISTURBED MATERIAL
ABOVE PIPE
05
STONE
•�:� �
�i ;lid -f,
OF TRENCH
moi%, 0 PWA
_
I
F
t:
INS
SECTION VIEW
CrtY OF DUHIAM
PLIC WOM DEPARTMENT
DURHAM APPROVED
SCALE: SANITARY SEWER TRAFFIC SCALE
EiIYEBiXi DATE_
NTS REVISION DATE'. BEARING CLEANOUT NTS 1TORM WIATER DATE_
1v072OD9 1AAl�OITTAITON DATE_
DETAIL NO.0 CITY OF DURHAM, NORTH CAROLINA DETAIL NO. DATE _
SS -5.0 ,_!,Roca DEPARTMENT OF PUBLIC WORKS $".0
I CITY OF DURHAM
DEPARTMENT OF WATER
MANAGEMENT
1869
CITY OF MEDICINE
DATE_
DATE DECEMBER 2018 SCALE M
TURNAGE HEIGHTS LIFT STATIONNCEMCE PROJ.3079��7
DRAWN DWH HORIZONTAL: T
ABANDONMENT AND MUD CREEK OUTFALL DESIGNED DOM N/A
CHECKED DGM VERTICAL-
PROD. MGR. BRL N/A
SEWER DETAILS srATus: FINAL DESIM
NOT FOR CONSTRUCTIM

NOTE:
SEE CITY OF DURHAM STANDARD
CONSTRUCTION DETAILS FOR
TRENCHES AND PIPE BEDDING.
EXISTING / 2 1/2' ASPHALT COMPACTED
SUB -BASE- TO 100% STD. PROCTOR.
TYP.
ABC STONE COMPACTED TO
100% SID, PROCTOR OR HB
BACKFILL COMPACTED 3' MIN, BASE COMPACTED TO 100%
IN 6" LIFTS TO 95% -� VARIES STD. PROCTOR. OR AS
STp, PROCTOR, OR DIRECTED BY THE ENGINEER.
FLOWABLE FILL AS
DIRECTED. < o
4"-6" MIN.
/57 STONE ABOVE PIES
AND UNDER PIPE �y UNDISTURBED
MATERIAL
4"-6" MIN
i
PIPE DU
4'MIN. VARIABLE 4'MIN.
FLOWABLE FILL TRENCH -CUT
STREET, WATER, SEWER AND
STORMWATER
FINISHED
FINAL
BACKFILL
SOIL
2' .0
INITIAL
BACKFILL
6" N67 STONE /I 'i MINIMUM SIDE
WHEN ROCK " -D. OF PIPE 6" ~-CLEARANCE
ENCOUNTERED 12" .D. OF PIPE 12" -_MAXIMUM SIDE
CLEARANCE
NOTES:
1. TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE TAKEN FROM
THE INSIDE FACE OF THE SHORING AND BRACING.
2. NO ROCKSOR BOULDERS 4" OR LARGER TO BE USED IN INITIAL BACKFILL.
3. ALL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL.
4. BACKFILL SHALL BE TAMPED IN 6" LIFTS IN TRAFFIC AREAS, 12" IN NON -TRAFFIC
AREAS.
5. ACHIEVE 807 COMPACTION IN NON -TRAFFIC AREAS, AND 957 COMPACTION IN
TRAFFIC AREAS.
6. IF IN EASEMENT 4" TOPSOIL, AND 12" CLEAN SELECT FILL MAY BE REQUIRED.
7. NO BOULDERS 8" IN DIAMETER OR GREATER ALLOWED IN FINAL BACKFILL.
DURHAM
® TRENCH CUT INSTALLATION SCALE.
REVISION DATE'. NTS TRENCH BOTTOM DIMENSIONS & BACKFILLING
12/07/2009 REQUIREMENTS FOR DUCTILE IRON
r >KOR9.R CITY DURHAM, NORTH CAROLINA DETAIL NO.
DEPARTMENT OF PUBLIC WORKS SS -8.0
A. BURY THE TOP END OF THE STIR PS
INA TRENCH 4 INCHES OR MORE IN
DEPTH. ..
B. TAMP IHE TRENCH FULL OF SOIL
SECURE WITH ROW OF STAPLES, 10 INCH
SPACING, 4 INCHES DOWN FROM THE
TRENCH. t
Q
C. OVERLAP --BURY UPPER END OF LOWER
AND 'B'
STRIP ASN 'A: D . OVERLAP
• a.�xW
\
EN D OF TOPST 4 LACHES AND
STAPLE
FlLTEREp
® CROSS
PLAN VIEW
WATER
BECTON
ER ON TROP --FOLD OF UNNG BURIED
GRADE
6" MIN. COVER
N SIT TRENCH AND TAMPED, DOUBLE
ROW OR STAPLES.
BORING PITiL
OVER SKIRT
r• '�
E OVERALL PUCE STAPLES 1-1/2 TO 6
RECEIVING PIT
FEET APART AS REQUIRED TO KEEP THI
WARNING
UNING FIRMLY PRESSED INTO THE SOIL
/
/
.. TYPICAL STAPLES
n /B GAUGE WIRE
F. PRESS ENDS OF LINING 4 INCHES INTO
THE SOIL AROUND STRUCTURES AND
STAPLE SECURELY.
EC -14 - TYPICAL STRAW WITH NET LINING
DETAIL
N.T.S
(' 4' MAX.
9 -GAUGE HARDWARE
CLOTH (}' MESH
NCDOT /5 OR
WASHED S
16" MIN.
NCDOT /5 OR 057
WASHED STONE
TEMPORARY SILT FENCE FOR
FlLTEREp
® CROSS
PLAN VIEW
WATER
BECTON
NOTES:
1. UNIFORMLY GRADE A SHALLOW DEPRESSION APFROACHING THE INLET.
2. DRIVE 5 -FOOT STEEL POSTS 2 FEET INTO THE GROUND SURROUNDING THE INLET. SPACE
POSTS EVENLY AROUND THE PERIMETER OF THE INLET, A MAXIMUM OF 4 FEET APART.
3. SURROUND THE POSTS WITH WIRE MESH HARDWARE CLOTH. SECURE THE WIRE MESH TO THE
STEEL POSTS AT THE TOP, MIDDLE, AND BOTTOM. PLACING A 2 -FOOT FLAP OF THE WARE
MESH UNDER THE GRAVEL FOR ANCHORING IS RECOMMENDED.
4. PLACE CLEAN GRAVEL (NC DOT F5 OR P57 STONE) ON A 2:1 SLOPE WITH A HEIGHT OF 16
INCHES AROUND THE WIRE, AND SMOOTH TO AN EVEN GRADE.
5. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABIUZED, REMOVE ACCUMULATED
SEDIMENT, AND ESTABLISH FINAL GRADING ELEVATIONS.
6. COMPACT THE AREA PROPERLY AND STABILIZED IT WITH GROUNDOOVER.
EC -15 - HARDWARE CLOTH & GRAVEL INLET
PROTECTION
N.T.S
/ 1111;-E PROTECTION AREAMIN. 10 GA. DO NOT ENTER MIN. 12-i/2 GA.
UNE WIRES 'NTERMEDIATE
�CE�ABRIC yARES
STALLED TO SECOND
FOR REPAIR OF SILT FENCE
STEEL POST • FAILURES, USE No. 57
WOVEN WIRE FABRIC WASHED STONE.
WARNING SIGN
SILT FENCE GEOTEXTILE FABRIC
O
I6 FILL SLOPE
NOTES:
WMNNO 9015 N BE A. OF DIIPANE, wFATIEAPR00F YAIabAL
2 NETTERS TO BF ]• NMN uNMW, IJN 1f9ELE AAo 9•ACFD AS DETAIID.
} 9015 SIAL BE PLATED AT 9 F MALE IUY EE PROTE
RACE A 901 AT EA. EM tl INEM 1PFE PRDIECTON NO •A' ON O LES 1N!/EAONE
1 ELAN TREE PRONE a MEAS IES6 1H.W DOO N Pp1E1ElEA PpOVDE NO LaFA T11IH ONE 901 PE RIOTECTI01 NEA.
6. ATTACH SxR6 9:0111[LY N TEIICE POSTS AND FARLC.
>. MAINTAIN THEE PIIOTECTW ADMIRED
MV CO O d1RAMN N PROJECT.
1 NOMINAL 906 WY E R[OL111ED BY CRY Of RNF]W N5IECMNS OFAMTM]1T 6A4D M ANAL FIID CONOMNS
9. RACE A 901 AT EACH END Of lN[M IME PROIECILN AND SO q1 LOITER T1E16AFIFR.
M iDN COLRNM WERE fWNTxE APPLILR RAMNG WN90tRAT(NS (HOWMR iLD11 SOUL NOT Mx PMALLFl wM
TIE FFNLE) AIL DE901 CwTUNA
END N. 9LT TE DE MINDS N Y lU1NED OPINL
12 SEE N.C.STATE ron MACTCE t 9'EafiCAMN 9DWEN6 fE110E SECll011. fpt COpT016 INHERE MACMi APPMES:
PEE TAISLEAR II
t} SERE N.C.Nn STATE DEM MAf:TICE t 9WEfi1CAMIN $FDYp115 fF110E SECIgx. (HpEVEN ROW SHALL NOT RW PARALLEL
wTN TIE F1m)
EC -6 - TEMPORARY SILT/TREE PROTECTION
FENCE
N.T.S
1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECPS),
INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED.
2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE RECPS IN A 6" (15 CM) DEEP
X 6" (15 CM) WIDE TRENCH NTH APPROXIMATELY 12" (30 CM) OF RECPS EXTENDED
BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE RECPS WITH A ROW
OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN THE BOTTOM OF THE
TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO
COMPACTED SOIL AND FOLD REMAINING 12" (30 CM) PORTON OF RECPS BACK OVER
SEED AND COMPACTED SOIL. SECURE RECPS OVER COMPACTED SOIL MATH A ROW OF
STAPLES/STAKES SPACED APPROXIMATELY 12' (30 CM) APART ACROSS THE WIDTH
OF THE RECPS.
3. ROLL THE RECPS (A.) DOWN (FOR SLOPES 3:1 OR GREATER) OR (B.) HORIZONTALLY
FOR SLOPES LESS THAN 3:1
( )ACROSS THE SLOPE. RECPS 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 THE STAPLE PATTERN GUIDE. WHEN USING THE DOT
SYSTEMTN, STAPLES/STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED
DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.
4. THE EDGES OF PARALLEL RECPS MUST BE STAPLED WITH APPROXIMATELY 2" -5" (5
CM -12.5 CM) OVERLAP DEPENDING ON RECPS TYPE.
5. CONSECUTIVE RECPS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END
(SHINGLE SME) WITH AN APPROXIMATE 3" (7.5 CM) OVERLAP. STAPLE THROUGH
OVERLAPPED AREA, APPROXIMATELY 12" (30 CM) APART ACROSS ENTIRE RECPS
WIDTH.
NOTE: -IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS
GREATER THAN 6" (15 CM) MAY BE NECESSARY TO PROPERLY SECURE THE RECPS.
EC -10 - TEMPORARY STABILIZATION FOR STEEP
SLOPES
N.T.S
v,MrIQ1VI&CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www.mckimcreed.com
GENERAL NOTES:
1. FILTER FABRIC FENCE SHALL BE A MINUMUM OF 32" IN WIDTH AND SHALL HAVE A
MINIMUM OF 6 UNE NARES MATH 12" STAY SPACING.
2. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERIOD OF
MORE THAN 30 DAYS.
3. STEEL POSTS SHALL BE 5-0" IN HEIGHT AND BE OF THE SELF -FASTENER ANGLE STEEL
TYPE.
4. WRE FENCING SHALL BE AT LEAST f10 GAUGE WITH A MINIMUM OF 6 UNE WIRES 'NTH
12" STAY SPACING,
5. TURN SILT FENCE UP SLOPE AT ENDS,
6. WARE MESH SHALL BEMIN. 13 GAUGE "III MAXIMUM 12" OPENINGS. ORANGE SAFETY FENCE
IS REWIRED AT BACK OF SILT FENCE (WITHIN 5 FT.) WHEN GRADING IS ADJACENT TO SWIM
BUFFERS OR WETLANDS (REFER TO SWIM BUFFER GUIDELINES).
7. SILT FENCE ALONG ACCESS ROAD TO POND SHALL BE SET A MINIMUM OF 5' FROM TOE OF
SLOPE WHERE FILL IS PLACED DURING EROSION CONTROL PHASING.
8. WHEN SILT FENCE IS PLACED IN DUPLICATE AT STREAM AND WETLAND CROSSINGS, THE
FENCING SHALL BE SPACED A MINIMUM OF 3' APART.
MAINTENANCE NOTES:
1. FILTER BARRIERS SHALL BE INSPECTED AFTER EACH RAINFALL AND AT LEAST DAILY WRING
PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF THE
EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE FABRIC SHALL BE
REPLACED PROMPTLY.
3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN THE DEPOSTS REACH 1 -FOOT IN HEIGHT
OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE 9LT FENCE IS
REMOVED SHALL BE DRESSED TO CONFORM TO THE EXISTING GRADE, PREPARED AND
SEEDED.
EC -8 - TEMPORARY SILT FENCE FOR HIGH
HAZARD AREAS
N.T.S
DURHAM
CITY OF DURHAM
DEPARTMENT OF WATER
MANAGEMENT
1869
GIN OF MEDICINE
TEMPORARY SILT FENCE FOR
/
\
HIGH HAZARD AREAS.
REFER TO DETAIL SHEET D5.
9 I
c
I
GRADE
6" MIN. COVER
BORING PITiL
OVER SKIRT
RECEIVING PIT
EXTEND WARE 6" MIN. INTO
WARNING
SIGN DETAIL
/
/
TRENCH AND ANCHOR
(EITHER OR
TH
SIDE VIEW SKIRT AS DIRECTED BY
ENG NEER
NOTES:
WMNNO 9015 N BE A. OF DIIPANE, wFATIEAPR00F YAIabAL
2 NETTERS TO BF ]• NMN uNMW, IJN 1f9ELE AAo 9•ACFD AS DETAIID.
} 9015 SIAL BE PLATED AT 9 F MALE IUY EE PROTE
RACE A 901 AT EA. EM tl INEM 1PFE PRDIECTON NO •A' ON O LES 1N!/EAONE
1 ELAN TREE PRONE a MEAS IES6 1H.W DOO N Pp1E1ElEA PpOVDE NO LaFA T11IH ONE 901 PE RIOTECTI01 NEA.
6. ATTACH SxR6 9:0111[LY N TEIICE POSTS AND FARLC.
>. MAINTAIN THEE PIIOTECTW ADMIRED
MV CO O d1RAMN N PROJECT.
1 NOMINAL 906 WY E R[OL111ED BY CRY Of RNF]W N5IECMNS OFAMTM]1T 6A4D M ANAL FIID CONOMNS
9. RACE A 901 AT EACH END Of lN[M IME PROIECILN AND SO q1 LOITER T1E16AFIFR.
M iDN COLRNM WERE fWNTxE APPLILR RAMNG WN90tRAT(NS (HOWMR iLD11 SOUL NOT Mx PMALLFl wM
TIE FFNLE) AIL DE901 CwTUNA
END N. 9LT TE DE MINDS N Y lU1NED OPINL
12 SEE N.C.STATE ron MACTCE t 9'EafiCAMN 9DWEN6 fE110E SECll011. fpt COpT016 INHERE MACMi APPMES:
PEE TAISLEAR II
t} SERE N.C.Nn STATE DEM MAf:TICE t 9WEfi1CAMIN $FDYp115 fF110E SECIgx. (HpEVEN ROW SHALL NOT RW PARALLEL
wTN TIE F1m)
EC -6 - TEMPORARY SILT/TREE PROTECTION
FENCE
N.T.S
1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECPS),
INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED.
2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE RECPS IN A 6" (15 CM) DEEP
X 6" (15 CM) WIDE TRENCH NTH APPROXIMATELY 12" (30 CM) OF RECPS EXTENDED
BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE RECPS WITH A ROW
OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN THE BOTTOM OF THE
TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO
COMPACTED SOIL AND FOLD REMAINING 12" (30 CM) PORTON OF RECPS BACK OVER
SEED AND COMPACTED SOIL. SECURE RECPS OVER COMPACTED SOIL MATH A ROW OF
STAPLES/STAKES SPACED APPROXIMATELY 12' (30 CM) APART ACROSS THE WIDTH
OF THE RECPS.
3. ROLL THE RECPS (A.) DOWN (FOR SLOPES 3:1 OR GREATER) OR (B.) HORIZONTALLY
FOR SLOPES LESS THAN 3:1
( )ACROSS THE SLOPE. RECPS 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 THE STAPLE PATTERN GUIDE. WHEN USING THE DOT
SYSTEMTN, STAPLES/STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED
DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.
4. THE EDGES OF PARALLEL RECPS MUST BE STAPLED WITH APPROXIMATELY 2" -5" (5
CM -12.5 CM) OVERLAP DEPENDING ON RECPS TYPE.
5. CONSECUTIVE RECPS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END
(SHINGLE SME) WITH AN APPROXIMATE 3" (7.5 CM) OVERLAP. STAPLE THROUGH
OVERLAPPED AREA, APPROXIMATELY 12" (30 CM) APART ACROSS ENTIRE RECPS
WIDTH.
NOTE: -IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS
GREATER THAN 6" (15 CM) MAY BE NECESSARY TO PROPERLY SECURE THE RECPS.
EC -10 - TEMPORARY STABILIZATION FOR STEEP
SLOPES
N.T.S
v,MrIQ1VI&CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www.mckimcreed.com
GENERAL NOTES:
1. FILTER FABRIC FENCE SHALL BE A MINUMUM OF 32" IN WIDTH AND SHALL HAVE A
MINIMUM OF 6 UNE NARES MATH 12" STAY SPACING.
2. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERIOD OF
MORE THAN 30 DAYS.
3. STEEL POSTS SHALL BE 5-0" IN HEIGHT AND BE OF THE SELF -FASTENER ANGLE STEEL
TYPE.
4. WRE FENCING SHALL BE AT LEAST f10 GAUGE WITH A MINIMUM OF 6 UNE WIRES 'NTH
12" STAY SPACING,
5. TURN SILT FENCE UP SLOPE AT ENDS,
6. WARE MESH SHALL BEMIN. 13 GAUGE "III MAXIMUM 12" OPENINGS. ORANGE SAFETY FENCE
IS REWIRED AT BACK OF SILT FENCE (WITHIN 5 FT.) WHEN GRADING IS ADJACENT TO SWIM
BUFFERS OR WETLANDS (REFER TO SWIM BUFFER GUIDELINES).
7. SILT FENCE ALONG ACCESS ROAD TO POND SHALL BE SET A MINIMUM OF 5' FROM TOE OF
SLOPE WHERE FILL IS PLACED DURING EROSION CONTROL PHASING.
8. WHEN SILT FENCE IS PLACED IN DUPLICATE AT STREAM AND WETLAND CROSSINGS, THE
FENCING SHALL BE SPACED A MINIMUM OF 3' APART.
MAINTENANCE NOTES:
1. FILTER BARRIERS SHALL BE INSPECTED AFTER EACH RAINFALL AND AT LEAST DAILY WRING
PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF THE
EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE FABRIC SHALL BE
REPLACED PROMPTLY.
3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN THE DEPOSTS REACH 1 -FOOT IN HEIGHT
OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE 9LT FENCE IS
REMOVED SHALL BE DRESSED TO CONFORM TO THE EXISTING GRADE, PREPARED AND
SEEDED.
EC -8 - TEMPORARY SILT FENCE FOR HIGH
HAZARD AREAS
N.T.S
DURHAM
CITY OF DURHAM
DEPARTMENT OF WATER
MANAGEMENT
1869
GIN OF MEDICINE
SPOIL PILE
(EITHER OR BOTH SIDES)
SILT FENCE FOR
SILT
Y� y� P 7777�77�.. EAS ZARDOU pARE�AS�AZARD
\ BORING PIT I RECEIVING PIT
F__X7
NOTE:
1. CONTRACTOR TO PROVIDE SEDIMENT PITS AS-.ECESSARY. ALL PITS SHALL BE
PROTECTED AS WELL AGAINST SEDIMENTATION RUNOFF.
2. ALL SPOIL PILES TO BE PLACED WITHIN SILT FENCE AREA.
3. CHECK DAMS REWIRED IN DOWNSTREAM DITCHES AT ALL CONSTRUCTION
ENTRANCES.
EC -16 - SILT FENCING LAYOUT AT BORE
LOCATIONS
N.T.S
TURNAGE HEIGHTS LIFT STATION
ABANDONMENT AND MUD CREEK OUTFALL
SEWER DETAILS /
EROSION CONTROL DETAILS
CRY OF DURHAM
PUBLIC WOMB D113ARTABR
APPROVED
ENGfEffNO DATE_
STORM WATER DATE_
TRANBPOfifAT10N DATE_
DATE_
DATE_
DATE: DECEMBER 2016 SCALE CI
MICE PROJ. J 3079-0007
DRAWN DWH .... ON7AL: NMy
DESIGNED 2w- N/A
CHECKED DDM VERTICAL: [
PROJ. MGR. BRL N/A
srATUs: FINAL DESIGN
`
C77NOT FOR CONSTRUCTION
TEMPORARY SILT FENCE FOR
/
\
HIGH HAZARD AREAS.
REFER TO DETAIL SHEET D5.
9 I
TEMPORARY SILT FENCE
FOR HIGH HAZARD
AREAS
REFER TO DETAIL SHEET
D5.
BORING PITiL
RECEIVING PIT
---
/
/
$
(EITHER OR
TH
SPOIL PILE
(EITHER OR BOTH SIDES)
SILT FENCE FOR
SILT
Y� y� P 7777�77�.. EAS ZARDOU pARE�AS�AZARD
\ BORING PIT I RECEIVING PIT
F__X7
NOTE:
1. CONTRACTOR TO PROVIDE SEDIMENT PITS AS-.ECESSARY. ALL PITS SHALL BE
PROTECTED AS WELL AGAINST SEDIMENTATION RUNOFF.
2. ALL SPOIL PILES TO BE PLACED WITHIN SILT FENCE AREA.
3. CHECK DAMS REWIRED IN DOWNSTREAM DITCHES AT ALL CONSTRUCTION
ENTRANCES.
EC -16 - SILT FENCING LAYOUT AT BORE
LOCATIONS
N.T.S
TURNAGE HEIGHTS LIFT STATION
ABANDONMENT AND MUD CREEK OUTFALL
SEWER DETAILS /
EROSION CONTROL DETAILS
CRY OF DURHAM
PUBLIC WOMB D113ARTABR
APPROVED
ENGfEffNO DATE_
STORM WATER DATE_
TRANBPOfifAT10N DATE_
DATE_
DATE_
DATE: DECEMBER 2016 SCALE CI
MICE PROJ. J 3079-0007
DRAWN DWH .... ON7AL: NMy
DESIGNED 2w- N/A
CHECKED DDM VERTICAL: [
PROJ. MGR. BRL N/A
srATUs: FINAL DESIGN
`
C77NOT FOR CONSTRUCTION

S.-0.
POLYETHYLENE MEMBRANE ON LEVEL MI" TOP OF BANK
FACE 20 MIL THICK IOR AS NECESSARY
UMI TS OF
DISTURBANCE
SEE NOTE 1)
I
CLASS 2 RIP RAP, NJ BARRIER
OR OTHER APPROVE(] MATERIAL
Y 3�
(IF USING RIP -RAP DOYNSiREAY,
'+T SLOPE NO GREATER THAN 2.0: I)
FIOw PIPEl1NE
ELEEVA PROFBILE FOR
SANDBAGS, CLASS I RIP RAP
OR OTHER NON -ERODIBLE
MATERIAL
SYNiHETIc FILTER FABRIC
NOTES:
1. CONTRACTOR SHALL INSTALL COFFER DAMS 'NTH ENOUGH SEPARATION FROM THE PROJECT
CONSTRUCTION OMITS OF DISTURBANCE TO PLACE PUMP INTAKE AND DISCHARGE HOSES,
DISSIPATORS AND SEDIMENT FILTER STRUCTURES.
2. TEMPORARY PRE -FABRICATED COFFER DAMS SUCH AS PORT -A -DAM AND OTHERS MAY BE
USED IN SUBSTITUTION TO THE SANDBAG/RIP-RAP DAM NTH PRIOR APPROVAL BY THE
OWNER AND ENGINEER.
SWP-3 - COFFER DAM DETAIL
N.T.S
NOTES:
D, RAELROAD BALLAST OR SL"RGE STONE SHALL
BE USED. PAD TO BE 50'L X 20'W X B"
D AT A MINIMUM.
b. TURNING RADIUS SUFFICIENT TO
ACCOMMODATE LARGE TRUCKS IS TO BE
PROVIDED.
c. ENTRANCE(S) SHOULD BE LOCATED TO
PROVIDE FOR MAXIMUM UTILITY BY ALL
CONSTRUCTION VEHICLES.
d. MUST BE MAINTAINED IN A CONDITION
WHICH WILL PREVENT TRACKING OR
DIRECT FLOW OF MUD ONTO STREETS.
PERIODIC TOPDRESSING WITH STONE
SILL BE NECESSARY; KEEP SOME HANDY.
a. ANY MATERIAL WHICH STILL MAKES IT
ONTO THE ROAD MUST BE CLEANED UP
IMMEDIATELY.
DATT DnATI R.
A.Au 4
EROSION CONTROL DETAIL
DURHAM COUNTY, NC
ENGINEERING DEPARTMENT
L
SIR F
Ste., F.nc. Po.t
Wln F.—
H.­ Clot,
Filter Fabric
On GroutW
RK., of 1' Owm.tar -�
Walled Stogie
Bury Wire Fetwe and ryardecre GOTH J
.,e� SECTION
�U60 $60 $60-60$6a $eo $60 $60 $b��0$6%6
00 a $6
e$ �o
$6
60 86a $6
1!
Top of SIR Fanca Must
th al Leah w Abse
the Tap of tM Walled
Stone
Steel Fano Poet Set Moe. 2' AP rt
' /�tgco\D EROSIO\CO\TROLDETAIL
I F'ppj,M � GENTE:J COEETY, \C
���Iy9, E\GI�"EEAL\G DEPARTNE\T
NOTES: APPLICABLE AT ALL POINTS OF
INGRESS do EGRESS UNTIL SITE IS
STABILIZED, FREQUENT CHECKS OF
THE DEVICE AND TIMELY
MAINTENANCE MUST BE PROVIDED.
CONSTRUCTION ENTRANCE
NOT TO SCALE
02.!09 1 CE -I
r R, OC MAX
/ SLIT FENCE
FLOW OF WATER
� � RATE PR
SEOLME
1�
l
� 1
TO INCREASE STORAGE CAPACITY AND
PROLONG THE LIFE OF THE SILT FENCE, R
IS GENERALLY ADVISABLE TO DIG A
SEDIMENT PIT IN FRONT OF THE SILT
FENCE WHENEVER POSSIBLE.
12 GAUGE 4X4' OR 2X4' WELDED WIRE
MOONED ONTO PREFORMED CHANNELS ON
META,. POSTS
ULTRAVIOLET RESISTANT (BLACK) MIRIFI
FABRIC OR EQUIVALENT SECURE(] TO WIRE
W/ METAL CLJPS OR WIRE AT a' OFF
CEMER.
MAX. SEDIMENT STORAGE LEVEL. REMOVE
SEDIMENT WHEN THIS LEVEL IS REACHED OR
AS DIRECTED
li
• --_
-
e - - TRENCH, COYER W/ SOIL 4 TAMP BACKFILL
SHEET DRAINAGE (ONLY)
NATURAL GRADE
CARRY APPROX.12- OF FABRIC INTO TRENCH
J FRONT VIEW
\ �� CARRY B' OF WIRE INTO TRENCH.
` Bury W- F- METAL POSTS AT 10'O.C. MAX..
R,t" FebNc
and H.—
C­ h T-1,
N OT TO
EROSION CONTROL DETAIL
/4 + H
SILT FENCE OUTLET �?4
ENGINEERING DAENT TEMPORARY SILT FENCE
_ ID 0209 S�E
41-11114.211
�WARNNO 541
�ORAMGE. UY RESISTANT
HIM - T4NSLt STRENOIN
PRY WANUCAOE TMWC eTYPICAII
I^E• LAY.
VARIABLE AS ORCCTFO BY ltE EMCTEFIE it
NCA -'CAD STREND
PRY BANSCAl1E FABRIC TYPCLLE
�
FRONT VIEW
i T
L
TREE PROTECTION AREA I
N
� tr
00 NOT ENTER
i
WARNING SIGN DETAIL
SIDE VIEW
NOTESr
IAM" SAM TOBE AW E QE DUTARE, AEATIEIPROOF '"`MtLETTERS
TO BE 3.4W Yg1NM. CLEURr LECANF AM SPACED AS DE FAILED.
SGNS SNAIL BE PLACED T WM4WM FITERVALS.
PLALE A SRA AT EACH L AD OF LACAR TREE PROTECTION AIB W OI CDOER THEREAFTER.
FOR TREE "OrPt"M ID Sof PER PRO" C" ON ABEL
AS LESSTHAN SOC" P6RKTLR. PROYDE AO LESS "N" Me
ATTAIW 106 Se"'OftT r0 FEACE POSTS AMD _
FAIM!
MA"rAW TREE PROMCM1 FFTCE TI"pDOrgtTr DWATJON Or FIO.(CT,
ADOROWL S.46 MAY OF REDLAEO BASED ON ACTUAL FIELD CONITION&
PLACE A SK4 AT EA& E O Or Lw AR rm AROTECrow ANO EC m CENTOF r1OB'Armt
NOTEEFOR TREE PROTECTION ONLY
LROSION CONzTROL DE 1 -All_
DL: lU V,% I COU N I Y. NCTREE PROTECTION DETAIL
�IL •.,
v,MrKM4&CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www.mckimcreed.com
1869
CITY OF MEDICINE
CITY OF DURHAM
DEPARTMENT OF WATER
MANAGEMENT
TURNAGE HEIGHTS LIFT STATION
ABANDONMENT AND MUD CREEK OUTFALL
EROSION CONTROL
DETAILS
CRY OF DURHAM
PUBLIC VX*M DEPARRAXI"
APRiOVM
B G&JEEF i DATE—
STORM WA7M DATE_
TPANSPORTAT1pN DATE_
DATE_
DATE
DATE: DECEMBER 2018 SCALE MCI
MCE P007
DRAWNROJ. f 3079-0DWH HORIZONTAL
DESIGNED DGM N/A
CHECKED DOM VERTICAL I
PROD. MGR. BRL N/A
STATUS: FINAL DESIGN
NOT FOR CONSTRUCTION

1. THE INTENT OF THE CONSTRUCTION SEQUENCE IS TO PROVIDE THE CONTRACTOR WITH A GENERAL GUIDE FOR
CONSTRUCTION PURPOSES. THIS SEQUENCE IS NOT INTENDED TO OUTLINE ALL CONSTRUCTION ACTIVITIES ON THIS PROJECT
2. CONTRACTOR SHALL ARRANGE PRE -CONSTRUCTION MEETING WITH THE OWNER'S REPRESENTATIVE, ENGINEER, CITY OF
RALEIGH AND NCOEQ-LAND DUALITY SECTION REPRESENTATIVE PRIOR TO ANY LAND DISTURBING ACTIVITY ON SITE.
3. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE MATH THE NORTH CAROUNA EROSION AND
SEDIMENTATION CONTROL PLANNING AND DESIGN MANUAL.
4. ALL EROSION CONTROL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER RAINFALL EVENTS. NEEDED REPAIRS SHALL
BE MADE IMMEDIATELY.
5. IF IT IS DETERMINED DURING CONSTRUCTION THAT SIGNIFICANT SEDIMENT IS LEAVING THE SITE, DESPITE PROPER
IMPLEMENTATION AND MAINTENANCE, THE CONTRACTOR IS OBLIGATED TO TAKE ADDITIONAL CORRECTIVE ACTION. CONTACT
OWNER'S REPRESENTATIVE AND ENGINEER WITH ANY ADDITIONAL MEASURES NEEDED.
6. CONTRACTOR SHALL ESTABLISH GROUNDCOVER ON DISTURBED AREAS WITHIN DAYS SPECIFIED BY THE NPOES GENERAL
PERMIT STABILIZATION REQUIREMNETS AFTER COMPLETION OF ANY PHASE OF GRADING. SEEDING SHALL BE IN ACCORDANCI
*/EC -3 AND EC -4.
7. MAINTAIN A COPY OF THE LETTER OF PLAN APPROVAL ON SITE FOR SEDIMENTATION AND EROSION CONTROL FROM
NCDEQ-LAND QUALITY SECTION AS WELL THE PREVIOUS 30 DAYS OF SELF INSPECTION RECORDS, RAIN WAGE, APPROVAL
CERTIFICATE/LEITER, APPROVED PLAN, AND NPDES PERMIT. THESE ITEMS SHOULD BE LOCATED NEAR THE MAIN
CONSTRUCTION ENTRANCE. COORDINATE WITH THE INSPECTOR IF AN ALTERNATIVE LOCATION IS PREFERED. ADDITIONAL
INFORMATION AND A LINK TO THE NCGo1 COMBINED SELF-MONITORING FORM CAN BE FOUND AT:
HTTPS://DEQ.NC.GOV/ABOUT/DIVISIONS/ENERGY-MINERAL-LAND-RESOURCES/ENERGY-MINERAL-LAND-PERMITS/
STORMWATER-PERMITS/CONSTRUCTION-SW.
8. THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 2006 TO REQUIRE THAT PERSONS RESPONSIBLE FOR
LAND -DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH PHASE OF THE PROJECT TO MAKE SURE 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 PROGRAM IS SEPARATE FROM THE WEEKLY
SELF-MONITORING PROGRAM OF THE NPDES STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES. THE FOCUS OF THE
SELF-MONITORING REPORT IS THE INSTALLATION AND MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES
ACCORDANCE WITH NCGS 13A-54.1 AND 15A NCAC 4B.0131. THE SELF -INSPECTION REPORT FORM IS AVAILABLE AS AN
EXCEL SPREADSHEET FROM THE WEBSITE PROVIDED IN NOTE 7. IF YOU HAVE ANY QUESTIONS OR CANNOT ACCESS THE
FORM, PLEASE CONTACT THE NCDEQ OFFICE AT [phone]. THESE INSPECTION REPORTS ARE TO BE EMAILED, FAXE
OR MAILED AT LEAST MONTHLY TO THE NCDEQ OFFICE. FAX: [phone].
9. CONTRACTOR TO POST CITY GRADING PERMIT PROMINENTLY ON SITE AT ALL TIMES.
10. CONTRACTOR TO VERIFY LOCATION AND DEPTH OF EXISTING UTILITIES TO AVOID CONFLICT DURING INSTALLATION OF
EROSION CONTROL MEASURES, STORM SEWER PIPES AND UNDERGROUND UTILITY ONES. CONTRACTOR IS TO CALL
1-800-632-4949 FOR "NC ONE CALL' OR "811' TO HAVE EXISTING UTILITIES LOCATED.
11. CONTRACTOR TO HAVE A PROFESSIONAL LAND SURVEYOR FLAG PROPERTY LINES, EASEMENTS, STREAM BUFFERS, TREE
PROTECTION AREAS AND OMITS OF DISTURBANCE PRIOR TO LAND DISTURBING ACTIVITIES.
12. INSTALL TEMPORARY SILT FENCE/TREE PROTECTION FENCE AND OTHER MEASURES AS SHOWN ON PLANS. SILT FENCE
SHOULD BE INSTALLED ON ALL DOWNSLOPE PORTIONS OF THE DISTURBED AREA. SILT FENCE SHOULD NOT BE INSTALLED
ON THE HIGH SIDE OF THE DISTURBANCE AREA (TREE PROTECTION FENCING IS AN ACCEPTABLE ALTERNATIVE IF DESIRED).
SILT FENCE OUTLETS SHOULD BE INSTALLED AT ALL LOW SPOTS AND ANYWHERE WATER IS POOLING. SILT FENCE AND
OUTLET LOCATIONS MAY VARY FROM THE APPROVED PLANS PER SITE CONDITIONS.
13. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCES WHERE REQUIRED TO ACCESS WORK AREA. INSTALL INLET
PROTECTION FOR STORM DRAIN INLETS LOCATED IN FIELD.
14. INSTALL TEMPORARY ARC FILTER INLET PROTECTION AND CHECK DAMS AS SHOWN ON PLANS.
15. OPEN TRENCH, INSTALL SANITARY SEWER AND BACKFILL TRENCH DAILY. SPOIL PLACEMENT SHALL BE ON THE UPSTREAM
SIDE OF THE TRENCH.
16. STABIUZE SITE AS TRENCH IS RESTORED TO ORIGINAL GRADE WITH VEGETATION AND/OR PAVING AS SHOWN ON PLANS.
17. PERFORM SEEDING AND MULCHING AS REQUIRED IN ACCORDANCE 'NTH THE EROSION CONTROL (EC) DETAILS AND
TECHNICAL SPECIFICATIONS.
18. REMOVE TEMPORARY CONSTRUCTION ENTRANCES WHEN WORK IS COMPLETE IN AN AREA.
19. ONCE ALL GROUNDCOVER HAS BEEN ESTABLISHED, AND OTHER CONSTRUCTION IS COMPLETE, CONTACT NCDEQ-LAND
QUALITY SECTION AND ENGINEER FOR SITE INSPECTION BEFORE REMOVING ANY TEMPORARY EROSION CONTROL MEASURES.
20. AFTER SITE IS COMPLETELY STABILIZED, CONTRACTOR SHALL REQUEST PERMISSION FROM ENGINEER TO REMOVE ALL
TEMPORARY MEASURES. ONCE APPROVAL IS GIVEN, REMOVE ALL TEMPORARY MEASURES AND INSTALL PERMANENT
VEGETATION AS REQUIRED AND ON ANY RESULTING BARE AREAS. REPAIR ANY AREAS DISTURBED DURING REMOVAL.
EC -1.1 - EROSION CONTROL CONSTRUCTION SEQUENCE
N.T.S
RECOMMENDATIONS FOR LATE WINTER AND EARLY SPRING
SEEDING MIXTURE
SPECIES RATE (Nacre)
RYE (GRAIN) 120
ANNUAL LESPEDEZA(KOBE IN 50
PIEDMONT 8 COASTAL PLAIN,
KOREAN IN MOUNTAINS
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND
BEYONDJUNE
SEEDING DATES:
MOUNTAINS (ABOVE 2,500): FEB. 15 -MAY 15
(BELOW 2,5W): FEB. 1 -MAY 1
PIEDMONT: JAN. 1 - MAY 1
COASTAL PLAIN: DEC. 1 -APR. 15
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2000 Nacre GROUND AGRICULTURAL
LIMESTONE AND 750 Nave 10.10-10 FERTILIZER
MULCH:
APPLY 4.000 Nave STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING OR A
MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A
MULCH ANCHORING TOOL
MAINTENANCE:
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE, RESEED. REFERTILIZE AND MULCH
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
EC -3 - TEMPORARY SEEDING SCHEDULE
N.T.S
1. ALLEROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NORTH CAROLINA EROSION AND
SEDIMENTATION CONTROL PLANNING AND DESIGN MANUAL.
2. ALL EROSION CONTROL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER RAINFALL EVENTS. NEEDED REPAIRS SHALL
BE MADE IMMEDIATELY.
3. ADDITIONAL SEDIMENT AND EROSION CONTROL MEASURES MAY NEED TO BE INSTALLED IF DEEMED NECESSARY BY EITHER
THE ENGINEER OR ENVIRONMENTAL INSPECTOR.
4. TEMPORARY SEDIMENT CONTROL MEASURES (SILT FENCE, CONSTRUCTION ENTRANCE, ETC.) SHALL BE MAINTAINED UNTIL
ALL CONTRIBUTING AREAS ARE GRADED AND STABILIZED.
5. DUST ON SITE SHALL BE MINIMIZED 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. IF THE MAJORITY OF MUD OR DIRT IS NOT REMOVED FROM CONSTRUCTION TRAFFIC BY CONSTRUCTION ENTRANCES,
CONTRACTOR SHALL CONSTRUCT VEHICLE WASH AREAS AT CONSTRUCTION TRAFFIC EXIT POINTS. MUD AND DIRT SHALL BE
INTERCEPTED AND TRAPPED BEFORE WASH WATER IS ALLOWED TO BE DISCHARGED OFFSITE. RINSE -OFF WILL NOT BE
ALLOWED OUTSIDE THE PROJECT CONSTRUCTION LIMITS.
7, SEDIMENT SHALL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT REACHES 1 -FOOT IN DEEP.
8. MAXIMUM GRADED SLOPE SHALL NOT EXCEED 3:1.
9. NO CONCRETE OR CEMENT SLURRY SHALL BE DISCHARGED FROM THE SITE. ANY HARDENED CONCRETE RESIDUE WILL BE
DISPOSED OF, OR RECYCLED OFF SITE, IN ACCORDANCE WITH LOCAL AND STATE SOLID WASTE REGULATIONS.
10. ALL SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1) SHALL BE
PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT
WITHIN 7 CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED
TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 14
CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY.
it. REFER TO EROSION CONTROL DETAILS FOR ADDITIONAL REQUIREMENTS.
12. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A PERMIT FOR ANY BORROW AND/OR SPOIL AREAS OR DISTURBED
AREAS NOT SHOWN ON THESE PLANS. THIS SHALL INCLUDE ALL COST ASSOCIATED WITH OBTAINING PERMIT.
13. CONTRACTOR SHALL FOU OW EROSION CONTROL CONSTRUCTION SEQUENCE UNLESS GIVEN WRITTEN APPROVAL FROM
ENGINEER FOR VARIANCE.
14. IF RIP -RAP IS NOT REQUIRED AND STRAW WITH TACK LINER IS TO BE USED, WATER COURSE SHALL BE SEEDED PER SIDE
DITCH SEEDING SCHEDULE DETAIL USING SEEDBED PREPARATION SCHEDULE DETAIL
15. TOTAL DISTURBED AREA IS 29.87 ACRES.
16. IF RIP -RAP IS REQUIRED. THE FOLLOWING IS REWIRED.
A. EACH RIP RAP PLACEMENT SHALL BE BEDDED IN EITHER A 6 INCH LAYER OF STABILIZATION 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 STONE OR DRAINAGE FABRIC WHEN PLACING STONE COST OF THE STONE BASE OR FABRIC
SHALL BE INCLUDED IN THE COST OF THE PLACING OF RIP -RAP.
B. MAXIMUM STONE SIZE WHEN USING 8 INCH D50 WILL BE 12 INCHES AND THE MINIMUM THICKNESS OF THE RIP -RAP
LAYER SHALL BE 18 INCHES.
C. MAXIMUM SLOPE OF THE CHANNEL BANK SHALL NOT EXCEED 2.0 HORIZONTAL TO 1.0 VER112AL. FINISHED GRADE
OF THE RIP -RAP IS TO BLEND WITH THE SURROUNDING AREA.
D. INSPECT RIP -RAP PERIODICALLY FOR SCOUR OR DISLODGED STONES (ESPECIALLY AFTER SEVERE STORMS) AND
REMOVE BRUSH GROWTH BETWEEN STONES.
17. WOODMAT SHALL HAVE SIDE PANELS TO PREVENT MATERIAL FROM FALLING OFF THE SIDES AND INTO THE STREAM.
18. IN SOME CASES A WATER BAR ABOVE STREAM CROSSING MAY BE NEEDED TO PREVENT RUNOFF ON THE CONSTRUCTION
ENTRANCE FLOWING DOWN TO THE STREAM.
19. ALL WORK WITHIN BUFFERS AND WETLANDS SHALL BE STABIUZED AT THE END OF EACH WORK DAY (COVER STOCKPILES
WITH MATTING/TARPS, SEED/MULCH, ETC)
20. COMPOST SOCK MAY BE SUBSTITUTED FOR SILT FENCE OUTLET GRAVEL, SLOPE BREAKS, CHECK DAMS AND INLET
PROTECTION. THE COMPOST SOCK MUST BE INSTALLED PER MANUFACTURER SPECIFICATIONS. THEY MUST BE SIZED TO
PREVENT OVERTOPPING. FOR SILT FENCE OUTLETS, THE INSTALLED HEIGHT CAN BE NO LESS THAN 16 INCHES. WATTLES,
COIR LOGS, FILTER LOGS, ETC. ARE NOT ACCEPTABLE FOR THESE USES.
21. UTILIZE SILT FENCE J -HOOKS AT SILT FENCE OUTLET LOCATIONS IN WHICH THE RUNOFF FLOW DIRECTION IS PARALLEL TO
THE OUTLET. THIS WILL HELP PREVENT OUTLET BYPASS AND REDUCE RUNOFF ALONG THE SILT FENCE.
EC -1.2 - EROSION CONTROL NOTES
N.T.S
SEEDING MIXTURE
SPECIES RATE (Ibl-)
RYE (GRAIN) 120
SEEDING DATES:
MOUNTAINS. AUG. 15 -DEC. 15
COASTAL PLAIN AND PIEDMONT. AUG. 15 - DEC. 30
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 Naae GROUND
AGRICULTURAL LIMESTONE AND 7501W8cm 10-10.10 FERTILIZER
MULCH:
APPLY 4.0001Elaae STRAW ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING OR A
MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS
A MULCH ANCHORING TOOL.
MAINTENANCE'.
REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY, TOPDRESS WITH 50 Nave OF
NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND
JUNE 15, OVERSEED WITH 50 Neve KOBE (PIEDMONT AND COASTAL PLAIN) OR KOREAN
(MOUNTAINS) LESPEDEZA IN LATE FEBRUARY OR EARLY MARCH.
RECOMMENDATIONS FOR SUMMER
SEEDING MIXTURE
SPECIES
RATE (Nave)
GERMAN MILLET
40
IN THE PIEDMONT AND MOUNTAINS
ASMALL-STEMMED SUDANGRASS MAY BE SUBSTITUTED AT
A RATE OF 501b/ -
SEEDING DATES:
MOUNTAINS
MAY15-AUG. 15
PIEDMONT:
COASTAL PLAIN:
MAY 1 - AUG. 15
APR. 15 -AUG. 15
SOILPMENOMENTS'.
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000INaae GROUND AGRICULTURAL
LIMESTONE AND 750 IW- 10 -INTO FERTILIZER
MULCH:
APPLY 4.000 Nave STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING OR A
MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT DAN BE USED ASA
MULCH ANCHORING TOOL.
MAINTENANCE'
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
RECOMMENDATIONS FOR LATE WINTER AND EARLY SPRING
SEEDING MIXTURE
SPECIES RATE IIN-)
TALL FESCUE 50
KOBE LESPEDEZA 40
NURSE PLANTS:
BETWEEN MAY 1 AND AUG. 15, ADD 10 Nage GERMAN MILLET OR 15 Nage SUDANGRASS. PRIOR TO
MAY 1 OR AFTER AUG. 15, ADD 40 Nac RYE (GRAIN)
SEEDING DATES:
BEST POSSIBLE
FALL AUG. 15 SEPT. 15 AUG. 20 -OCT. 25
UTE WINTER: FEB. 15 MAR. 21 FEB. 1 -APR. 15,
FALL IS BEST FOR TALL FESCUE AND LATER WINTER FOR LESPEDEZAS. OVERSEEDING OF DOBE
LESPEDEZA OVER FALLSEEDED TALL FESCUE IS VERY EFFECTIVE,
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000IN- GROUND AGRICULTURAL
LIMESTONE AND 750 NacM UW 0-10 FERTILIZER
MULCH:
APPLY 4.000 INaae STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING OR A MULCH
ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH
ANCHORING TOOL.
MAINTENANCE:
REFERTILIZE IN THE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE. MAY BE MOWED
ONCE OR TWICE A YEAR, BUT MOWING IS NOT NECESSARY. RESEED, FERTILIZE AND MULCH
DAMAGED AREAS IMMEDIATELY.
EC -4 - PERMANENT SEEDING SCHEDULE
N.T.S
v�MCIQMf�CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www.mckimcreed.com
1869
CITY OF MEDICINE
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES
DEEP OVER ADVERSE SOIL CONDITIONS, WHERE REQUIRED.
2. RIP THE ENTIRE AREA TO 6 INCHES DEPTH.
3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS
LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE
UNIFORMLY AND MIX WITH SOIL (SEE EC -4).
5. CONTINUE TILLAGE UNTIL A WELL - PULVERIZED, FIRM,
REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES
DEEP.
B. SEE EC -4 FOR PERMANENT SEEDING SCHEDULE.
7. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED
LIGHTLY WITH 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 PLANTING SEASON, IF POSSIBLE. IF
STAND SHOULD BE OVER 60% DAMAGED REESTABLISH FOLLOWING
ORIGINAL LIME, FERTILIZER AND SEEDING RATES.
10. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE
TREATMENT AND FERTILIZATION AFTER PERMANENT COVER IS
ESTABLISHED.
EC -2 - SEEDBED PREPARATION
N.T.S
RECOMMENDATIONS FOR GRASS -LINED CHANNELS
SEEDING MIXTURE
SPECIES RATE (Nacre)
TALL FESCUE 200
NURSE PLANTS:
BETWEEN MAY I AND AUG. 15. ADD 10 Naae SUDANGRASS OR 15 Nacre GERMAN MILLET. PRIOR TO
MAY 1 OR AFTER AUG. 15, ADD 40 bloc RYE (GRAIN)
SEEDING DATES:
BEST: AUG. 25 -OCT.
POSSIBLE: FEB. -APR. 15
AVOID SEEDING FROM NOV. TO JAN. IF SEEDING MUST BE DONE AT THIS TIME, ADD 40 Naae RYE
GRAIN AND USE A CHANNEL LINING THAT OFFERS MAXIMUM PROTECTION
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 4,000 Naas GROUND AGRICULTURAL
LIMESTONE AND 1,000 Nava 10.10.10 FERTILIZER
MULCH:
USE ROLLED EROSION CONTROL PRODUCT TO COVER THE BOTTOM OF THE CHANNELS AND
DITCHES, AND STAPLE SECURELY. THE LINING SHOULD EXTEND ABOVE THE HIGHEST CALCULATED
DEPTH OF FLOW. ON CHANNEL SIDE SLOPES ABOVE THIS HEIGHT, AND IN DRAINAGES NOT
REQUIRING TEMPORARY LININGS, APPLY 4,000 Nava GRAIN STRAW, AND ANCHOR STRAW BY
STAPLING NETTING OVER THE TOP.
MULCH AND ANCHORING MATERIALS MUST NOT BE ALLOWED TO WASH DOWN SLOPES WHERE
THEY CAN CLOG DRAINAGE DEVICES.
MAINTENANCE:
INSPECT AND REPAIR MULCH FREQUENTLY. REFERTILIZE IN LATE WINTER OF THE FOLLOWING
YEAR; USE SOIL TESTS OR APPLY 150 Nage 10-1M110, MOW REGULARLY TO A HEIGHT OF 24
INCHES.
lLtj
SEE NCDEQ'S EROSION AND SEDIMENT CONTROL PLANNING DESIGN
MANUAL SECTION 6.11 FOR ADDITIONAL PERMANENT SEEDING
OPTIONS.
CITY OF DURHAM
DEPARTMENT OF WATER
MANAGEMENT
RECOMMENDATIONS FOR RIPARIAN BUFFERS AND WETLANDS
SEEDING MIXTURE
SPECIES COMMON NAME PERCENT
ELYMUS VIRGINICUS MRGIMA WILD RYE 15
PANICLM IRGATUM SWITCHGRASS 15
AGROSTIS STOLONIFERA CREEPING BENTGRASS 10
RUDBECKIA HIRTA BLACK-EYED SUSAN 10
COREOPSIS LANCEOLATA COREOPSIS 10
PANICUM CLANDESTINUM DEER TONGUE 10
ANDROPOGON GERARDII BIG BLUESTEM 5
JUNCUS EFUSUS SOFT RUSH 5
ECHINOCHLOAMURICATA AWNED BARNYARD GRASS 5
SCHIZACHYRIUM SCOPARIUM LITTLE BLUESTEM 5
SORGHASTRUM NUTANS INDIAN GRASS 5
TRIPSACUM DACTYLOIDES GAMMA 5
AS SPECIFIED BY MELLOW MARSH IN SILER CITY OR APPROVED EQUAL.
SEED.NG DATES:
BEST: MAR. 1 -MAY 1
POSSIBLE: OCT. - FEB.
NO SEEDING FROM JUNE TO SEPTEMBER.
SOIL AMENDMENTS:
CONTRACTOR TO WORK COMPOST INTO THE SOILS SURFACE AT A MINIMUM OF 2INCHES.
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 1,500 Naas GROUND AGRICULTURAL LIMESTONE.
MAINTENANCE:
INSPECT AND REPAIR MULCH FREQUENTLY, MOWNG IN AUGUST - SEPTEMBER ONLY TO HELP DISPERSE
SEEDS.
TURNAGE HEIGHTS UFT STATION
ABANDONMENT AND MUD CREEK OUTFALL
EROSION CONTROL
DETAILS
CRY OF DIIfMNY
FUS.IC WIOM DEPARrMW
APPRON®
E DATE-
BTOM WATER DATE_
TRMBPORTATION DATE_
DATE
DATE
DATE DECEMBER 2016 SCALE al
MCE PROD. III 3079-DDD7
DRAWN DMH HORIZONTAL• R
DESIGNED OOM N/A
CHECKED DGM VERTICAL:
PROJ. MGR. am NIA
STATUS FINAL DESIGN
NOT FOR OONS7RUCIION

INSTALL TEMPORARY SIDEBOARDS TO CONTAIN
IMENT. MIN OF 6' HIGH
uLn
I I
3 / ��T
4' PIPE
LINER (41N .)
I
ADE MUST
TO ASSURE DRAINAGE. BE PROVIDED
IF SLOPE E%LEEDS 21L SEED AND
DETAIL CSCn ONN OT1 SIDES
LEADINGUPTOTEMPORARY
RIP RAP SPILLWAY
AT LOW POINT CONTRACTOR SHALL REMOVE SEDIMENT AT
SPILLWAY LOCATION AS NEEDED TO
PREVENT CLOGGING
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INSTALL LINER
SEDIMENT- LADEN STORMWATER
INTO A SEDIMENT CONTROL DEVICE
MUST BE INSTALLED PRIOR TO
STALL SILT '.
CE ALONG INSTALL SILT
PROACH ON FENCE ALOIN
A F
NO. (N.) (FT.) (FT.)
(N.) CLASSIFICATION
E D -J
DITCH TO LIMITS
SHOWN. TUCK
6' EACH 90E,
CLEARING AND GRUBBING OF THE
AREA (OR IN CONJUNCTION MIM
EX. FLUME -1 N/A 18.0 4.00
(SEE SHEET C7)
2Z CLASS B
BOTH SIDES E%13TING APPROACH
'
IF APPLICABLE
THIS OPERATION) IF SEDIMENT
STREAM - - .BUM SIDES
FILTa iAeNe ���...III
_
EX N/A 25.0 4.00
22 CLASS B
PERSPECTIVE VIEW
18' MN
FLOW
CONTROLS AND DIVERSIONS ARE
INSTALLEDACH CRITICAL
- BRIDGE FLOOR BOARDS
(SEE SHEET C7)
EX. FLUME -3 N/A 10.0 4170
(SEE SHEET C7)
EX. FLUME -4 N/A 10.0 4.00
24 CLASS 1
22 CLASS B
AREAS TO BE DISTURBED SEDIMENT STORAGE PPE INVIRT
IY MN I^
`�
OI REAS A
b. DIVERSIONS SHOULD BE LOCATED
TO MINIMIZE DAMAGES BY
-
GAPS BETWEEN BOARDS.
(SEE SHEET C7)
% 1 pCp 12 7.5 4.00
SHEET C7)
22 CLASS B
(CUT, FILL ETC-)-7FLOOD STORAGE ZONE RIP RAP HEADWALL
/. 2.
INSTALL LINER
TO LIMITS
CONSTRUCTION OPERATIONS.
(EE(SEE
EX. FLUME -5 N/A 10.0 4.00
((SEE Ce)
24 CLASS 1
I'"ry NATURAL
GROUND
3 - - - - -
B R ITCH SHOWN. TICK
e' EACH SIDE.
c, DIVERSIONS SHOULD BE SEEDED
AND MULCHED.
NOTES:
{SHEET
Ei4 T9' RCP )
S�NC 24 16.0 6.00
24 CLASS 1
.5
F'(OK,_� 1.
IF APPLICABLE
A. CHECK DEVICE AFTER EACH RAIN,
1. CONSTRUCT STREAM CROSSING WHEN FLOW IS LOW.
SEE` SHEET CB 18 9.0 5.00
)
24 CLASS B
CLASS 1 RIP-RAPFILTER FABRIC
BUT ONCE A WEEK REGARDLESS.
REPAIR AS NECESSARY.
2. HAVE ALL NECESSARY MATERIALS AND EQUIPMENT ON-SITE BEFORE WORK BEGINS,
7 ' 78 65.0 20.0
36 CLASS 2
ARE WASHED STONE
Mdlt®IAWL
a So
MAXIMUMli
3. MINIMIZE CLEARING AND EXCAVATION OF STREAM BANKS. DO NOT REMOVE STUMPS EXCEPT AS NECESSARY
[[XX�
(SEE SHEET C22)
DIMENSIONS /57
MINIMUM ACCEPTABLE (-MAX.
SEED AREAS WITH NATIVE
DURING INSTALLATION OF NEW PIPELINE. DO NOT EXCAVATE CHANNEL BOTTOM.
FILTER FABRIC.
SEDIMENT DEPTH(CLEAN OUT POINT)
UNLESS OTHERWISE
1. INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY
RAINFALL IMMEDIATELY REMOVE
EL
4. UNE STREAMBANK AND ACCESS RAMP AREA WITH NON -WOVEN
RIGHT TO THE FLOW WHEREVER PRACTICAL.
M
NOTED.
SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION RIDGE. CAREFULLY CHECK OUTLETS
5. INSTALL STREAM CROSSING AT ANGLE
6. MAINTAIN CROSSINGS SO THAT RUNOFF IN THE CONSTRUCTION ROAD DOES NOT ENTER EXISTING CHANNEL.
NOTES.
EQUALS TOTAL 4
.V
WIDTH OF
CWSTRUCTON
DETAIL
SEE THIS
SHEET
AND MAKE TIMELY REPAIRS AS NEEDED. WHEN THE AREA PROTECTED IS PERMANENTLY STABILIZED,
7. BUTT THE EDGES OF BRIDGE MATS TIGHTLY TOGETHER TO REDUCE THE GAP BETWEEN PANELS.
1. STONE CLASSIFICATIONS OF CLASS B REQUIRE
A SUBLAYER OF FILTER FABRIC OR FS -2
SECTION THRU BASIN, FILTER AND CULVERT PIPE
REMOVE TE RIDGE AND THE CLIANN0. TO BLEND NTH THE NATURAL
APPROPRIATELY STABILIZE IT.
GROUND LEVEL AND
8. STABILIZE AN ACCESS RAMP OF CLASS 1 STONE TO THE EDGE OF THE MAT.
FILTER STONE WITH A BEDDING THICKNESS OF 6'.
.•
DIVIX90N CLHAIIA
T
1
9. THE WOOD MAT SHALL BE OF SUFFICIENT SIZE AND WIDTH 70 SUPPORT THE LARGEST VEHICLE CROSSING
_
- XISTINC
���GRADE
III --FLOW OFPIN LENGTH uNER
EC -8
THE CHANNEL IF BRIDGE SUPPORT PIERS, BEAMS, OR ANY TYPE OF REINFORCEMENT ARE REQUIRED WITHIN
MAINTENANCEDITCH
1 123 92 SC250•
1' TUCK EACH SDE
THE STREAM BANKS, CONTRACTOR SHALL HAVE BRIDGE SUPPORT PLAN PREPARED BY LICENSED ENGINEER
Tn
ry n
_ PLACED
ON THEDOWNSTRTLET TO EAMSIDE
OF CROSSING (TYR)
Z 1.49 137 STRAW w NET
� (R.) (R.) CLASSIFICATION
tY &0 &0 22 CLASS 8
IN THE STATE OF NC. BRIDGE PLAN SHALL BE SUBMITTED TO THE PROJECT ENGINEER FOR REVIEW ANDAFTERBRIE:
APPROVAL PRIOR TO INSTALLATION OF BRIDGE.
1. INSPECT RINFAL OUTLET STRUCTURES WEEKLY AND SIGNIFICANT () INCH OR
GRAVEL & RIP RAP FILTER BERM BASIN DETAIL IS
J 7.80 700 STRAW w NLS
10. CONTRACTOR SHALL DETERMINE AN APPROPRIATE RAMP ANGLE ACCORDING TO EQUIPMENT UTILIZED,
OUN HAS
GREATER) RAINFALL EVENTS TO SEE IF ANY EROSION AROUND OR BELOW E R NEEDED
TAKEN PUCE, OR IF STONES HAVE BEEN DISLODGED. IMMEDIATELY MAKE ALL NEEDED
DESIGNED TO PROTECT EXISTING PIPE INVERTS THAT
4 1.18 41 mIAW W NEf
RECOMMENDED AT A 5:1 SLOPE.
REPAIRS TO PREVENT FURTHER DAMAGE.
DRAIN 10 ACRES OR LESS.
5 7.53 W SC250•
NOTES:
11. FILTER FABRIC OF SUFFICIENT STRENGTH SHALL BE ATTACHED TO THE UNDERNEATH OF THE MAT TO
• NORTH AMERICAN GREEN SC250 TURF REINFORCEMENT MAT
PREVENT LOOSE DEBRIS FROM TIRES FALLING INTO STREAMS OR WETLANDS.
12. OTHER TYPES OF TEMPORARY BRIDGES SUCH AS 'MABEY" BRIDGES MAY BE USED WITH SUBMITTAL OF AN
SECTION VIEW
BECTON VIEW ®SPILWAY
1. THE TOP 12' OF SOIL REMOVED FROM THE DISTURBED WETLAND AREA SHALL BE STOCKPILED
^ FLOW DEPTH INCLUDES ONE FOOT OF FREEBOARD
TEMPORARY SLOPE DRAIN
ALTERNATIVE BRIDGE PLAN AND APPROVAL BY THE ENGINEER PRIOR TO INSTALLATION.
EC -13 - RIP RAP OUTLET
PROTECTION DETAIL
EC -12 - ARC FILTER BASIN DETAIL
A
TYPE -1 12'
B C D E F
8.0' 4.25' 8.0' 1.75 7.5
N.T.S
N.T.S
SURFACE.
2. THE CONTRACTOR SHALL USE MATTING OR OTHER MEASURES NECESSARY FOR CROSSING
SWP-2 - WOODMAT TEMPORARY CROSSING
TYPE -2 15'
EC -17 - TEMPORARY DIVERSION DITCH
DETAIL
N.T.S
N.T.S
TYPE -3 N A
•14.0' •7.0' •24.0 •11.0 12
0m OESON NOT FOR OONSTIU Now=
d�17�
mDESION NOT FOR caWsTpOCpDW
v,I MM&CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
1869
CITY OF DURHAM
DEPAR FMENT OF WATER
MANAGEMENT
TURNACE HEIGHTS LIFT STATION
ABANDONMENT AND MUD CREEK OUTFALL
EROSION CONTROL
DETAILS
CITY OF DUFtNM
PUBIJC WOWS DIRRAMMEN T
APPIi NM
840PEO q DATE -
61110M WA70DATE_
TRAlBP0ITTA710N DATE_
DATE_
DATE_
DATE DECEMBER 2076 SCALE Kae
LICE PROD. 8 3079-0007 C
DRAVM OWN HORIZONTAL ,
DESIGNED DGM N/A
CHECKED DOM VERTICAL
PROD. MGR. BRL N/A
STATUS: FINAL DESIGN
NOT FOR CONSTRUCTION
PERMANENT SOIL
REINFORCEMENT MATTING
(PSRM)
RIP RAP SPILLWAY
AT LOW POINT CONTRACTOR SHALL REMOVE SEDIMENT AT
SPILLWAY LOCATION AS NEEDED TO
PREVENT CLOGGING
y y y
10
/GO'
FLARED END SECTION
f'
(�
Nf1UNOS
.v
DIVERSION !MIN ISLAND OVER -T
A
<'
y
y
r
t.s' uw
A
1
__------------------
______________
_________
DOUBLE ROW OF MI y
y OUTS OF
HAZARD SILTFENCE DISTURBANCE
'V
HQD-OOMI ST .,
A F
t
�< <
E D -J
�CpE
TRENCH
REFER TO DETAIL EC -8 y
y (�)
(SSEgCWENT
RpSS SECTION)
COMPOST SOCK
J1/�
j
p v 18 MIN (TTP.)
70a y
10 S1'ACfIC I 111= I I! .I 11=I I E
11 SDE SLOPE
])P r PROPOSED
- I
SANITARY SEWER
PLASTIC I Ili
CORRUGATm \ I
PLAN VIEW
a So
MAXIMUMli
-I
PIPE \ _ TOP
SEED AREAS WITH NATIVE
OIS7UR8ANCE 0.
Tl'P
STABIUZE
OUTLETRAM
SCOUR HOLE
-11' HAND -COMPACTED
I I' /-FILL (ISLAND)
M
GRASSES AT TIME OF
INSTALLATION
SILT FENCE/TREE PROTECTION
FENCE ALONG TOP OF BERM
EQUALS TOTAL 4
.V
WIDTH OF
CWSTRUCTON
DETAIL
SEE THIS
SHEET
qq 03 mW
T y TOP O O ft
IU7LRAL�
1' ' 1.5 uN � ; J;1
I ..' "..
�
A FLOW
TO VEGETATED
FILTER SMP
\
1' MIN.
i CL 1 NIP RAP
LIMITS PER PLAN sy a m
LIMITS OF y y 'V DOUBLE ROW OF HIGH
DISTURBANCE ,V y HAZARD SILT FENCE
(TYR) REFER TO DETAIL
.•
DIVIX90N CLHAIIA
T
1
F 1
_
- XISTINC
���GRADE
EXISTING
S � GRADE
EC -8
OUTLET L. W DEPTHUNING
24' t.0'
1' TUCK EACH SDE
in
\_
Tn
ry n
_ PLACED
ON THEDOWNSTRTLET TO EAMSIDE
OF CROSSING (TYR)
� (R.) (R.) CLASSIFICATION
tY &0 &0 22 CLASS 8
1'0,
CLASS B RIPRAP
6' CABG
/57 WASHED STONE
(REFER TO DETAIL EC -Ii)
15 14.0 24.0 22 CLASS B
BECIKMI ♦-A FILTER FABRIC
NOTES:
TYPICAL
SECTION VIEW
BECTON VIEW ®SPILWAY
1. THE TOP 12' OF SOIL REMOVED FROM THE DISTURBED WETLAND AREA SHALL BE STOCKPILED
TEMPORARY SLOPE DRAIN
ADJACENT TO THE WORK AREA AND REUSED FOR FINAL BACKFILL AT THE RESTORED GROUND
NOT TO SCALE
A
TYPE -1 12'
B C D E F
8.0' 4.25' 8.0' 1.75 7.5
SURFACE.
2. THE CONTRACTOR SHALL USE MATTING OR OTHER MEASURES NECESSARY FOR CROSSING
TYPE -2 15'
414.0' •7.0' •24.0' •11.0' 12'
WETLAND MEAS WRING EXCAVATION, INSTALLATION AND BACKFILL OF THE SANITARY SEWER.
3. WETLAND AREAS SHALL BE RESTORED TO THE PRE -CONSTRUCTION GROUND ELEVATIONS AND
TYPE -3 N A
•14.0' •7.0' •24.0 •11.0 12
REPLANTED IN ACCORDANCE WITH THE WETLAND SEEDING SCHEDULE, TECHNICAL
SPECIFICATIONS AND THE APPROVED SECTION 404/401 NATIONWIDE PERMIT.
-APPROXIMATE DIMENSIONS DUE TO IRREGULAR SHAPE.
EC -18
- TEMPORARY SLOPE DRAIN
EC -19 -
SCOUR HOLE
EC -20 - SEDIMENT
TRENCH
SWP-5 - TEMPORARY WETLAND CROSSING
N.T.S
N.T.S
N.T.S
N. T.S
0m OESON NOT FOR OONSTIU Now=
d�17�
mDESION NOT FOR caWsTpOCpDW
v,I MM&CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
1869
CITY OF DURHAM
DEPAR FMENT OF WATER
MANAGEMENT
TURNACE HEIGHTS LIFT STATION
ABANDONMENT AND MUD CREEK OUTFALL
EROSION CONTROL
DETAILS
CITY OF DUFtNM
PUBIJC WOWS DIRRAMMEN T
APPIi NM
840PEO q DATE -
61110M WA70DATE_
TRAlBP0ITTA710N DATE_
DATE_
DATE_
DATE DECEMBER 2076 SCALE Kae
LICE PROD. 8 3079-0007 C
DRAVM OWN HORIZONTAL ,
DESIGNED DGM N/A
CHECKED DOM VERTICAL
PROD. MGR. BRL N/A
STATUS: FINAL DESIGN
NOT FOR CONSTRUCTION

NOTE:
DATE:
l l � �
1. CONTRACTOR MAY USE INTERMEDIATE
/ 1! 11
�Ir1111111I Ilr /
COFFER DAM ALONG STREAM
ALIGNMENT TO ALLOW PHASED
INTERMEDIATE
COFFER DAM
CROSSING wJA MAXIMUM OF 2
(SEE NOTE)
HORIZONTAL:
SEPARATE BYPASS PHASES.
STREAM
DGM
2. GROUNDCOVER (STABILIZATION MATTING
DELINEATION bL
CHECKED
OR OTHER APPROVED METHOD) SMALL
BE INSTALLED AT THE END OF EACHCROSSING
VERTICAL:
WOOOMAT TEMPORARY
WORKDAY AT STREAM CROSSING.
BRL
REFER TO DETAIL THIS SHEET
N
SILT BAG OR O1HER
SEDIMENT FILTER DEVICE
OUBLE ROW HIGH
HAZARD SILT
FENCE AS SHOWN
ON PLANS
TEMPRY
ROUIPRAP
CONSTRUCTION
\
ENTRANCE
\
MAXIM
DISTURBANCE
—�—�—
EQl1AL5 TOTAL
OF
RDC
QQ0��0P0�p0�0C
O°o017b'tl47'o
CONS OON .1yp
LIMITS PER PLANS
\
SS—YDS SS
00
�\
O
07ri Mk. C1'S00
00000
----a;sr
—
SILT FESHA BE PLACED
ALONG Top OF BANK AFTER
NEW SANITARY
INSTALLATION OF SANITARY
SEWER LINESEWER
AND DURING
r0�
NON TION WORK
STONE OUTLET TO BE PLACED5A
m
HOURS.
EAM PUMP AROUND.
ON THE DOWNSTREAM SIDE
^'�P
OUTLET TO DISCHARGE ON
OF CROSSING (TYP)
SANDBAG OR RIPRAP
(REFER TO DETAIL EC -11)
DISSIPATION.
COFFER DA
REFER TO DETAIL SWP-4
SEE DETAIL THIS
K AREA
SHEET (TYP. AT
EACH SIDE OF
DISTURBED LIMITS
SWP-1 - TEMPORARY STREAM CROSSING
LAYOUT
N.T.S
TO BE INSTALLED AT MAXIMUM 150' INTERVALS FOR PIPE
CONSTRUCTED W7TiIN WETLAND AREAS
TRENCH ,M TH 1 12' MIN. INTO
VIRGIN MATERIAL
(TYP)
12-
SEWER : MIN.
PIPE (DIA ••• ••••. ••..•
VARIES)
BENTONITE
TO BE ADDED
AS FOLLOWS:
SANDY SOILS
6X BY WEIGHT
SILTY SOILS .........
3X BY WEIGHT
SII TI
........
0X BY WEIGHT ` VIRGIN
MIN. INTO
VIRGIN MATERIAL
��/�24p'� (TYP)
SEWER P
PIPE (DIA. BENTONITE - TO
VARIES) BE ADDED AS
FOLLOWS:
SANDY SOILS
6% BY WEIGHT
SILTY SOILS
3% BY WEIGHT
SILTY CLAYS
04 BY WEIGHT
BENTONITE
__L12' MIN. INTO
MRGIN MATERIAL
NOTE CONTRACTOR MAY CONSTRUCT EXCAVATABLE FLOWABLE FILL
SEEP COLLAR IN LIEU OF THE BENTONITE ANTI -SEEP COLLAR
ANTI -
SHOWN ABOVE WITH PRIOR APPROVAL BY ENGINEER.
SWP-6 - ANTI -SEEP COLLAR DETAIL
N.T.S
PLAN VIEWCLEAN WATER COFFER DAM
(SEE DETAIL SWP-3)
INTERMEDIATE COFFER CONTRACTOR T STREAM DIVERSION
DAM (SEE NOT"DEA RING PUMPS
NCH.
PUMPS SHOULD
DISCHARGE ONTO AP INTAKE HOSE W/
STABLE VELOCITY—INLET SCREEN
D'SSIPATOR MADE OFP RAP OR S D
/FLOWN� 00SEDIMENTSUMP-HOLE OR
TAINMENTPOOL
C(SEE DETAIL SWP-3)T TO EXCEEDSEDIMENT FILTERCONSTRUCTIONLIMIS 9IOWN ON PUNS
PUMP -AROUND PRACTICE:
TEMPORARY MEASURE FOR DEWATERING STREAM CROSSING SITES.
!! W! IIESCti12n4Y:
THE WORK SHALL CONSIST OF INSTALLING A TEMPORARY PUMP AROUND AND SUPPORTING
MEASURES TO DIVERT FLOW AROUND CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE
FOR SIZING PUMPS TO ENSURE ADEQUATE CAPACITY TO KEEP FLOW FROM ENTERING WORK
AREA
IMO FMFNTATON 6 IENCE*
SEDIMENT CONTROL MEASURES, PUMP -AROUND PRACTICES, AND ASSOCIATED CONSTRUCTION
SHALL BE COMPLETED IN THE FOLLOWING SEQUENCE (REFER TO DETAIL).
1. COFFER DAMS SHALL BE SITUATED AT THE ENDS OF THE WORK AREA AS SHOWN ON
THE PLANS, AND WATER ON THE UPSIDE OF THE DAM AREA SHALL BE PUMPED AROUND
THE WORK AREA.
2. THE DIVERSION PUMPS SHALL DISCHARGE ONTO A STABLE VELOCITY DISSIPATER MADE OF
RIP -RAP OR SANDBAGS.
3. WATER FROM THE WORK AREA SHALL BE PUMPED TO A SEDIMENT FILTERING MEASURE
SUCH AS A TEMPORARY WOOD CHIP DEWATERING BASIN, SILT BAG OR OTHER APPROVED
SEDIMENT FILTERING MEASURE.
4. AFTER THE SANITARY SEWER IS INSTALLED AND THE SLOPES HAVE BEEN STABILIZED, THE
PUMPINTAKE HOSES, DISSIPATOR PADS AND FILTER MEASURES SHALL BE REMOVED AND
THEN THE COFFER DAMS SHALL BE REMOVED.
5. A PUMP AROUND MUST BE INSTALLED ON ANY TRIBUTARY OR STORM DRAIN DUVALL
WHICH CONTRIBUTES BASEFLOW TO THE WORK AREA. THIS SHALL BE ACCOMPLISHED BY
LOCATING A COFFER DAM AT THE DOWNSTREAM END OF THE TRIBUTARY OR STORM
DRAIN OUTFALL AND PUMPING THE STREAM FLOW AROUND THE WORK AREA. THIS
WATER SHALL DISCHARGE ONTO THE SAME VELOCITY DISSIPATER USED FOR THE MAIN
STREAM PUMP AROUND.
6. CONTRACTOR MAY USE INTERMEDIATE COFFER DAM ALONG STREAM ALIGNMENT TO ALLOW
PHASED CROSSING W/A MAXIMUM OF 2 SEPARATE BYPASS PHASES.
SWP-4 - TEMPORARY PUMP AROUND DETAIL
N.T.S
1. EACH RIP -RAP PLACEMENT SHALL BE BEDDED ON A 6 INCH LAYER OF STABILIZATION 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 STONE OR
DRAINAGE FABRIC WHEN PLACING STONE COST OF THE STONE BASE AND FABRIC SHALL BE
INCLUDED IN THE COST OF THE PLACING OF RIP -RAP.
2. RIP -RAP CLASS AND DIMENSIONS OF RIP -RAP PLACEMENT SHALL BE AS SHOWN ON PLANS.
3. MAXIMUM SLOPE OF THE CHANNEL BANK SHALL NOT EXCEED 2.0 HORIZONTAL TO 1.0
VERTICAL FINISHED GRADES OF THE RIP -RAP IS TO BLEND WITH THE SURROUNDING AREA
SUCH THAT THE RIP -RAP SURFACE ELEVATIONS MATCH THE EXISTING STREAM BANK AND
BOTTOM SURFACE ELEVATIONS WHERE THE RIP -RAP MEETS THESE POINTS.
4. INSPECT RIP -RAP PERIODICALLY FOR SCOUR OR DISLODGED STONES (ESPECIALLY AFTER
SEVERE STORMS) AND WEED BRUSH GROWTH.
TOP OF
BANK
1°
VARIES STREAM
BOTTOM
6' GRAVEL FINFABRIC
FILTE
1.5 T
MIN
THE DIAMETER OF THE LARGEST STONE SHALL NOT EXCEED 1.5
TIMES THE SIZE OF THE RIP -RAP. (i.e. 12" FOR W D50)
MINIMUM THICKNESS (T) SHALL BE AS SHOWN ON PLANS.
SWP-7 - RIP -RAP PLACEMENT DETAIL
N.T.S
v�Mrnvi&civ
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
wwwmckimcreed. cm
`*WA02
teSisc� a a a a
i � MFI
STA: 2+24.90
RIM: 273.20
INV IN=263.48'
\ \ 1 I IN' OUT -263.38
1111 IIII 1/// /%
/!I !1111Ir�
DURHAM
CITY OF DURHAM
DEPARTMENT OF WATER
MANAGEMENT
1869
CITY OF MEDICINE
M/ !/
LLl \l ll\III11.01
GRETMAR DR. ACCESS
EROSION CONTROL PLAN
1'-60'
TURNAGE HEIGHTS LIFT STATION
ABANDONMENT AND MUD CREEK OUTFALL
EROSION CONTROL
DETAILS AND GRETMAR DR
ACCESS EROSION CONTROL PLAN
CRY OF DUF*"
PUBLIC WOM DE PARrIMEW
APPROW®
840PA33M DATE
8TCM WATERT DATE
TRAl BpmATiON DATE
DATE
DATE
DATE:
l l � �
SCALE
/ 1! 11
�Ir1111111I Ilr /
i 3079-0007
11
I 60
DMX
HORIZONTAL:
\\\\,
DURHAM
CITY OF DURHAM
DEPARTMENT OF WATER
MANAGEMENT
1869
CITY OF MEDICINE
M/ !/
LLl \l ll\III11.01
GRETMAR DR. ACCESS
EROSION CONTROL PLAN
1'-60'
TURNAGE HEIGHTS LIFT STATION
ABANDONMENT AND MUD CREEK OUTFALL
EROSION CONTROL
DETAILS AND GRETMAR DR
ACCESS EROSION CONTROL PLAN
CRY OF DUF*"
PUBLIC WOM DE PARrIMEW
APPROW®
840PA33M DATE
8TCM WATERT DATE
TRAl BpmATiON DATE
DATE
DATE
DATE:
DECEMBER 2016
SCALE
MCE PROD.
i 3079-0007
DRAWN
DMX
HORIZONTAL:
DESIGNED
DGM
AS SHOWN
CHECKED
DGM
VERTICAL:
PROD. MGR.
BRL
N/A
STATUS:
FINAL DESIG
NOT FOR CONSTRUCTIO