20170172 Ver 1_401 Application_20170217

F&WK
LETTER OF TRANSMITTAL WDICKSON
community infrastructure consultants
401 41h Street, SW, Suite 201 Hickory, North Carolina 28602 828.327.6911 tel.
n1
NC DWR, 401 & Buffer Permitting
TO: Branch NWR
512 North S u
Raleigh, NC 27604
ATTENTION: TO WHOM IT MAY CONCERN
70 1 72
DATE: 2/8/17
NEP Area 2 Water Distribution Systems
Project: Mt. Carmel and Tiny Farms
RE: Subdivisions
PCN Package
City of Asheville, NC
We are sending via: ® Overnight ❑ Regular Mail ❑ Pick-up ❑ Hand Delivered
The following items: ® Correspondence ® Plans ❑ Specifications ❑ Other as listed
below:
COPIES
DATE
NO.
DESCRIPTION
4
2/8/17
1
PCN Package
2
2/8/17
2
Planset, sheet pages 22" x 34"
2
2/8/17
3
Planset, sheet pages 11" x 17"ffl
U
1
2/8/17
4
$240 for review fee
r.,9 017 ;
I
DE&VVA ER RES URCE;
4 1 & SUFfLRFILLIN
THESE ARE TRANSMITTED as checked below:
® For Approval ❑ As Requested ❑ Approved as Submitted ❑ Returned for Corrections
❑ For Your Use ❑ For Review and Comment ❑ Approved as Noted ❑ Forward to
Subcontractor
REMARKS:
COPY TO: Chad Pierce, City of Asheville SIGNED: Jordan Isenhour
1

O�O� W ATF9pG
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
A.
Pre -Construction Notification (PCN) Form
Applicant Information
1.
Processing
1a. Type(s) of approval sought from the Corps:
❑X Section 404 Permit ❑ Section 10 Permit
1 b.
Specify Nationwide Permit (NWP) number: 12 or General Permit (GP) number:
1 c.
Has the NWP or GP number been verified by the Corps?
❑ Yes ❑X No
1 d.
Type(s) of approval sought from the DWQ (check all that apply):
❑X 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification:
❑X Yes ❑ No
For the record only for Corps Permit:
❑X 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 ❑X No
1g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1h
below.
❑ Yes ❑X No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes ❑X No
2.
Project Information
2a.
Name of project:
Asheville 2015 Water Distribution Projects -Group 2: Mt. Carmel and Tiny Farms Sub.
2b.
2c.
2d.
2e.
3.
County: Buncombe
Nearest municipality /town: Ashevillefif r—:--�u �0_ig a i
Subdivision name: Mount Carmel, Lees Ridge
U11 f -
NCDOT only, T.I.P. or state project no: r
Owner Information 40 Q -WATER RES
3a.
Name(s) on Recorded Deed:
Lees Ridge Subd Park Prop Parcel PIN: 9720300955 RM�
DB 1376 PG 0476
3b.
Deed Book and Page No.
3c.
Responsible Party (for LLC if
applicable):
3d. Street address:
Common Area, Lees Creek Road
3e. City, state, zip:
Asheville, NC 28806
3f.
Telephone no.:
N/A
3g.
Fax no.:
N/A
3h.
Email address:
N/A
Page 1 of 10
PCN Form — Version 1.4 January 2009

4. Applicant Information (if different from owner)
4a. Applicant is:
❑ Agent ❑X Other, specify:
4b. Name:
David Melton, Interim Director of Water Resources
4c. Business name
(if applicable):
City of Asheville
4d. Street address:
P.O. Box 7148
4e. City, state, zip:
Asheville, NC 28802
4f. Telephone no.:
[phone]
4g. Fax no.:
[phone]
4h. Email address:
[e-mail]
5. Agent/Consultant Information (if applicable)
5a. Name:
Jordan Isenhour
5b. Business name
(if applicable):
WK Dickson & Co., Inc.
5c. Street address:
401 4th St. SW
5d. City, state, zip:
Hickory, NC 28602
5e. Telephone no.:
828-327-6911
5f. Fax no.:
828-327-9164
5g. Email address:
[e-mail]
Page 2 of 10

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
972030095500000
1 b. Site coordinates (in decimal degrees):
ILatitude: 35.622167 Longitude: -82.625
1 c. Property size:
acres
2. Surface Waters
2a. Name of nearest body of water to proposed project:
UT to Lee Creek
2b. Water Quality Classification of nearest receiving water:
C
2c. River basin:
French Broad
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:
This portion of the proposed water line will be constructed within an the existing NCDOT right-of-way. The surrounding area is grassed/lightly wooded
and is primarily residential.
3b. List the total estimated acreage of all existing wetlands on the property: 0
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 490
3d. Explain the purpose of the proposed project:
The purpose of the proposed project is to replace and abandon portions of the existing water distribution system in the surrounding subdivisions.
3e. Describe the overall project in detail, including the type of equipment to be used:
See attached narrative
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (includingall prior phases)in the past?
❑ Yes ❑X No ❑ Unknown
Comments:
4b. If the Corps made the jurisdictional determination, what type
of determination was made?
Preliminary E] Final
4c. If yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
El Yes ❑X No ❑ Unknown
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project?
❑ Yes ❑X No
6b. If yes, explain.
Page 3 of 10
PCN Form — Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑ Wetlands Q Streams — tributaries ❑ Buffers ❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
w
If there are wetland impacts proposed on the site, then complete this question for eachwetland area impacted.
2a.
Wetland impact
number
Permanent (P) or
Temporary T
2b.
Type of impact
2c.
Type of wetland
2d.
Forested
2e.
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2f.
Area of
impact
(acres)
W1
Choose one
Choose one
Yes/No
-
W2 -
Choose one
Choose one
Yes/No
W3 -
Choose one
Choose one
Yes/No
W4 -
Choose one
Choose one
Yes/No
W5 -
Choose one
Choose one
Yes/No
W6 -
[Choose one
Choose one
Yes/No
2g. Total Wetland Impacts:
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
Stream impact
number
Permanent (P) or
Temporary (T)
3b.
Type of impact
3c.
Stream name
3d.
Perennial (PER) or
intermittent (INT)?
3e.
Type of
jurisdiction
3f.
Average
stream
width
(feet)
3g.
Impact
length
(linear
feet)
S1 T
Excavation
UT to Lee Creek
PER
Corps
8
20
S2
Choose one
S3
Choose one
-
S4
Choose one
-
S5
Choose one
S6
Choose one
3h. Total stream and tributary impacts
20
3i. Comments:
See attached narrative
Page 4 of 10
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 indivi ually list all open water impacts below.
4a.
Open water
impact number
Permanent (P) or
Temporary T
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
01
Choose one
Choose
02
Choose one
Choose
03
Choose one
Choose
04
Choose one
Choose
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, the complete the chart below.
5a.
Pond ID number
5b.
Proposed use or
purpose of pond
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
P1
Choose one
P2
Choose one
5f. Total:
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then vou MUST fill out Section D of this form.
6a. Project is in which protected basin?
❑ Neuse ❑ Tar -Pamlico ❑ Catawba ❑ Randleman ❑ Other:
6b.
Buffer Impact
number —
Permanent (P) or
Temporary T
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1
impact
(square
feet)
6g.
Zone 2
impact
(square
feet
61
Yes/No
B2
Yes/No
B3
Yes/No
B4
Yes/No
B5
Yes/No
B6
Yes/No
6h. Total Buffer Impacts:
6i. Comments:
Page 5 of 10

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
See attached narrative
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
See attached narrative
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 ❑X 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
El Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type: Choose one
Type: Choose one
Type: Choose one
Quantity:
Quantity:
Quantity:
3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
Choose one
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f. Non -riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 6 of 10
PCN Form — Version 1.4 January 2009

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 ❑X 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).
6h. Comments:
Page 7 of 10

E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
1 a.
Does the project include or is it adjacent to protected riparian buffers identified
❑ Yes ❑X No
within one of the NC Riparian Buffer Protection Rules?
1 b.
If yes, then is a diffuse flow plan included? If no, explain why.
❑ Yes ❑ No
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 ❑X No
2c.
If this project DOES NOT require a Stormwater Management Plan, explain why:
No
new impervious surface will be generated as a result of this project
2d.
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
2e.
Who will be responsible for the review of the Stormwater Management Plan?
3.
Certified Local Government Stormwater Review
3a.
In which localgovernment's jurisdiction is thisproject?
❑ 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
EI Yes ❑ No
attached?
4.
DWQ Stormwater Program Review
❑Coastal counties
❑HQW
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 8 of 10
PCN Form — Version 1.4 January 2009

F.
Supplementary Information
1.
Environmental Documentation (DWQ Requirement)
1a.
Does the project involve an expenditure of public (federal/state/local) funds or the
❑x 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
El Yes ❑X No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c.
If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
❑ Yes ❑ No
letter.)
Comments:
2.
Violations (DWQ Requirement)
2a.
Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑Yes ❑X No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b.
Is this an after -the -fact permit application?
❑Yes ❑X 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
El Yes ❑X 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.
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.
Page 9 of 10
PCN Form — Version 1.4 January 2009

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?
North Carolina National Heritage Program database.
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?
NOAA's National Marine Fisheries online database
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?
NC State Historic Preservation Office online database
8. Flood Zone Designation (Corps Requirement)
—T—
8a. Will this project occur in a FEMA -designated 100 -year floodplain?
❑X Yes ❑ No
8b. If yes, explain how project meets FEMA requirements;
See attached narrative.
8c. What source(s) did you use to make the floodplain determination?
FEMA Flood Insurance Maps
David Melton
Applicant/Agent's Printed Name
Applicant/Agen 's Signature
Date
(Agent's signature is valid only if an authorization
letter from the applicant isprovided.)
Page 10 of 10

PCN Narrative
Asheville 2015 Water Distribution Projects
Group 2: Mt. Carmel and Tiny Farms Subdivisions
for the City of Asheville, NC
Nationwide Permit 12
Pre -Construction Notification
Name and Address of the Applicant:
City of Asheville
c/o David Melton (Interim Director of Water Resources)
PO Box 7148
Asheville, NC 28802
PCN Section B. Project Information & Prior Project History
Item #3e: Project Description and Equipment
The project consists of the installation of approximately 26,500 linear feet of 6 -inch water line
throughout the Mount Carmel and Tiny Farms Subdivisions. The proposed system will connect to
several existing water mains surrounding the project area. These connections include an existing 8 -
inch water line along Odonald Road, an existing 6 -inch water ling along Mt. Carmel Road, and a
proposed 6 -inch water line along Lees Creek Road that will connect to an existing 6 -inch water line
located north of the intersection with Erwin Hills Road. The combined connections to the existing
system will provide greater redundancy to the project area along with improved water quality.
Typical equipment expected to be used includes, but is not limited to; track hoe excavator, backhoe,
frontend loader, etc.
The alignment for the proposed water lines were determined based on the existing water line
locations, existing buildings, existing infrastructure such as overhead power lines, roadways,
underground utilities, and topography.
PCN Section C. Proposed Impacts Inventory
Item #3i: Description of Proposed Stream Impacts
There will be no permanent stream impacts. There will be one temporary stream impact of 20
linear feet. A temporary stream crossing is not proposed as the adjacent NCDOT road and 60"
CMP culvert provides a means to transport equipment and material across the stream. The
construction details contained in the plan drawings depict stream bank and bed stabilization.
While rip -rap is proposed within the stream bed, it will be placed beneath a 6" thick layer of
50/50 mix of in situ soil material and #5 stone.

Additional stream crossings do occur at the unnamed tributary crossing at Holly Hill Drive and
at the Lees Creek crossing on Lees Creek Road as shown on the included USGS figure.
However, these crossings occur above the existing culverts in both locations, and do not require
any temporary or permanent stream impacts.
PCN Section D. Impact Justification and Mitigation
Item #la & #1b: Avoidance and Minimization
To minimize impacts to surface water resources during project construction and maintenance;
sediment and erosion control measures are included in the project's final design plans; in
locations where water line installation across streams uses "open cut" method, crossings will be
as close to perpendicular as possible, completed during low flow events, and monitored at least
every three months for maintenance during the first 24 months following construction and
annually thereafter; insecticides and herbicides will not be used within 100 feet of perennial
streams or within 50 feet of intermittent streams or within floodplains associated with those
streams. Ductile iron pipe will be used for the 6 -inch water line material and will be installed
inside of a 14 -inch diameter steel encasement pipe as an additional safeguard and to facilitate
any future repairs without the need of complete excavation.
Ongoing on-site construction inspections will ensure that construction contractors are following
all approved plans.
PCN Section F. Supplementary Information
Item #Sb: Flood Zone Designation
Portions of the proposed water line are located in the FEMA 100 -year floodplain of Lees Creek.
The water line will be installed below grade at the crossing of the unnamed tributary of Lees
Creek.
2

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NEP Area 2 Water
Distribution Systems
Project:
Mt. Carmel
and Tiny Farms
Subdivisions
Vicinity Figure
City of Asheville, NC
January, 2017
Legend
Municipal Boundaries
Buncombe County, NC

NEP Area 2 Water
Distribution Systems
Project:
Mt. Carmel
and Tiny Farms
Subdivisions
USGS Figure
Leicester and Weaverville
Quad Maps
City of Asheville, NC
January, 2017
Legend
Proposed Water Line
...... Existing Water Line
0
Peet
0 150 3110 600 900 1,200
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NEP Area 2 Water
Distribution Systems
Project:
Mt. Carmel
and Tiny Farms
Subdivisions
Soils Figure
City of Asheville, NC
January, 2017
Legend
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..... Existing Water Line
Soil Type
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NEP Area 2 Water
Distribution Systems
Project:
Mt. Carmel
and Tiny Farms
Subdivisions
Soils Figure
City of Asheville, NC
January, 2017
Legend
Proposed Water Line
..... Existing Water Line
Soil Type
�J CkB2
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Legend
Proposed Water Line
• •� Existing Wa ter Line
■ Zone A, AH, AO,. A99, V
■ Zone AE, Zone AE 1% Annual Chance Flood Hazard Contained in Structure
Zone AE Floodway Zone X, 1% Annual Chance Flood Hazard Contained In Channel, Floodway
■ Zone AE, Community Encroachment Area
c
■ Zone VE
Zone X, 0.2% Annual Chance Flood Hazard, 0.2% Annual Chance Flood Hazard Contained In Channel
PZone X, 1% Annual Chance Future Conditions, 1% Annual Chance Contained In Structure
■ Zone X, 1% Future Conditions Contained in Channel, Community Encroachment Area IJ
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4�
reek CNIL�SI vv
yELVET RIDGE
-Po
TIPPERARY DR C4
p a
m
W S1 (T) UT -Lee Creek
(20 LF)
oU
i NrC��F,na
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04
NEP Area 2 Water
Distribution Systems
Project:
Mt. Carmel
and Tiny Farms
Subdivisions
Flood Figure
City of Asheville, NC
January, 2017
no
reet
0 150 300 600 %() 1.200
�DIICKSON
eomm.mw m�,oa,ucm,a oonwn.—

(D MAILBOX
NOTICE TO CONTRACTOR
THE CONTRACTOR SHALL IMMEDIATELY CONTACT W.K.
DICKSON & CO., INC. @ 828.327.6811 IF ANY DISCREPANCIES
ARE FOUND IN ELEVATIONS SHOWN.
THE UNDERGROUND UTILITIES SHOWN HEREON WERE
FIELD LOCATED BY NC SURVEY, P.C. FROM JANUARY,
2016 TO JUNE, 2016. THE ACCURACY OF FIELD MARKED
UNDERGROUND UTILITIES IS +/- 30 INCHES
HORIZONTALLY, UNLESS OTHERWISE INDICATED. THE
DEPTH OF THESE UTILITIES IS UNKNOWN, UNLESS
OTHERWISE INDICATED. THE UNDERGROUND UTILITIES
WERE LOCATED USING A SOKKIA SET 48 TOTAL STATION
USING THE NC GRID (NAD 83/2007) DATUM HAVING AN
ACCURACY OF +/-1:75M.
PLEASE NOTE THAT N.C. LAW REQUIRES THAT THE NC
ONE CALL CENTER BE NOTIFIED PRIOR TO PERFORMING
ANY EXCAVATION. CALL 811 OR 1-8W-832-4949 OR VISIT
W W W.NCOCC.ORG.
NEP AREA 2 WATER DISTRIBUTION SYSTEMS PROJECT
MT. CARMEL AND TINY FARMS SUBDIVISIONS
Know whars below.
Cell before you dig
CITY OF ASHEVILLE, NC
JAN 2017
CITY OF ASHEVILLE CONTRACT NO.: WC -15-16-002
!-FR n A ?n,
WK DICKSON NO.: 20150198.00.1-11
Vicinity Map
NOT TO SCALE
�D CKSON
CWnmuniN intrashicture COnsultu is
LEGEND
Sheet Number
EXISTING
PROPOSED
- - - - --
- - GIS PROPERTY BOUNDARY
COVER
------
PROPERTY BOUNDARY
----
-ww-
RIGHT -OF -WAV
MT. CARMEL SUBDIVISION PAVING AREAS
-39ACK--
SETBACK -
- - -
-PE
PERMANENT EASEMENT
- PE -
CE
CONSTRUCTION EASEMENT
- CE -
-^�--
PERMANENT DRAINAGE EASEMENT
-PDE-
-
INDEX CONTOUR
-100-
- -
- INTERVAL CONTOUR
96
LINE 'B' -STA. 0+00 TO STA. 9+50
STORM DRAINAGE PIPE
o
MID
STORM DRAINAGE STRUCTURE
C.9
OO
STORM DRAINAGE MANHOLE
•
-
HYDROLOGIC FEATURE
-
-X
FENCE
-X-
TT
GUARDRAIL
T T
-I--�--
RAILROAD LINE
---}--
T
SIGN
T
C.15 I
CURB AND GUTTER
DAVLYN CT. AND MELISSA CT.
CAB
CONCRETE WALKIPAD l-
DAVID CT. AND WESTMONT DR.
- N
- FORCE MAIN
- FM -
-
GRAVITY SEWER
- ss -
UNE'N - STA. 10+00 TO STA 20+W
SANITARY SEWER MANHOLE
•
uoo
SANITARY SEWER CLEAN OUT
CARDINAL DR.
- - -w-
- - BOTTOM OF BANK
- BB -
---�----
TOP OF BANK
-TB-
LINE'O' - STA 20+00 TO STA 23+08t
DITCH LINE -
- --
�•
OVERHEAD WIRE
-OW-
C.27
UNDERGROUND ELECTRIC
- UE -
-ro
FIBER OPTIC CABLE
- FO -
- .
UNDERGROUND GAS
G
- - - a -
- - UNDERGROUND GAS (GIS)
C.31
T
UNDERGROUND TELEPHONE
- UT -
.0-
POWER POLE
/
}i
LIGHT POLE
X
E-
GUY WIRE
DA
WATER DETAILS
SHRUB UNE
WATER DETAILS
IVY-�
TREE LINE
Yl
- K
- WATER UNE
- W -
- -
- - WATER UNE (GIS)
D.7
KPe
GATE VALVE
N
011
EXISTING WATER METER
D.10
PRESSURE REDUCING VALVE STATION DETAIL
METER REPLACEMENT WITH NEW CONNECTION
SEWER DETAILS
METER RELOCATION WITH NEW SERVICE LINE
. --
WATER SERVICE
- W -
AIR RELEASE VALVE
'Cr
FIRE HYDRANT
14
TEMPORARY SILT FENCE
11111-
®
TREE
0
O
SHRUB
O
ary x
SPOT ELEVATION ELE x
BENCHMARK ELEVATION
CHECK DAM
INLET PROTECTION
RIP -RAP
(D MAILBOX
NOTICE TO CONTRACTOR
THE CONTRACTOR SHALL IMMEDIATELY CONTACT W.K.
DICKSON & CO., INC. @ 828.327.6811 IF ANY DISCREPANCIES
ARE FOUND IN ELEVATIONS SHOWN.
THE UNDERGROUND UTILITIES SHOWN HEREON WERE
FIELD LOCATED BY NC SURVEY, P.C. FROM JANUARY,
2016 TO JUNE, 2016. THE ACCURACY OF FIELD MARKED
UNDERGROUND UTILITIES IS +/- 30 INCHES
HORIZONTALLY, UNLESS OTHERWISE INDICATED. THE
DEPTH OF THESE UTILITIES IS UNKNOWN, UNLESS
OTHERWISE INDICATED. THE UNDERGROUND UTILITIES
WERE LOCATED USING A SOKKIA SET 48 TOTAL STATION
USING THE NC GRID (NAD 83/2007) DATUM HAVING AN
ACCURACY OF +/-1:75M.
PLEASE NOTE THAT N.C. LAW REQUIRES THAT THE NC
ONE CALL CENTER BE NOTIFIED PRIOR TO PERFORMING
ANY EXCAVATION. CALL 811 OR 1-8W-832-4949 OR VISIT
W W W.NCOCC.ORG.
NEP AREA 2 WATER DISTRIBUTION SYSTEMS PROJECT
MT. CARMEL AND TINY FARMS SUBDIVISIONS
Know whars below.
Cell before you dig
CITY OF ASHEVILLE, NC
JAN 2017
CITY OF ASHEVILLE CONTRACT NO.: WC -15-16-002
!-FR n A ?n,
WK DICKSON NO.: 20150198.00.1-11
Vicinity Map
NOT TO SCALE
�D CKSON
CWnmuniN intrashicture COnsultu is
10
O
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Ugra
a CJ Of
cc
U)
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0
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Q
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Q 0
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LJJ CC :D
c Q _m
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5 z ui
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0
FILE PATH: RLE�PATH WKD PROJ. NO.: 20150198,00.1-I1
Sheet List Table
Sheet Number
Sheet Title
GENERAL
G.1
COVER
0.2
OVERALL PROJECT MAP
G.3
WATER METER RELOCATIONS - MT. CARMEL RD.
GA
MT. CARMEL SUBDIVISION PAVING AREAS
G.5
TINY FARMS R. WWSION PAVING AREAS
TIPPERARY DR. AND MT. CARMEL DR
CA
LINE W - STA 0+00 TO STA. 9+60
C.2
LINE W - STA 9+50 TO STA 20+00
C.3
LINE W - STA 20+00 TO STA 30.00
CA
LINE'W - STA 30+00 TO STA 40+00
C.5
UNE'W - STA. 40+00 TO STA 50+00
C.6
LINE W - STA 50+00 TO STA. 54+391
WICKLOW DR.
C.7
LINE 'B' -STA. 0+00 TO STA. 9+50
C.8
LINE'B'-STA 9+50 TO STA. 16+24&
SCOTTLYN DR.
C.9
LINE 'C' - STA 0+00 TO STA 9+881
KILKENNY DR.
C.10
LINED' -STA. 0+00 TO STA 9+911
LEES CREEK RD. - NORTH
C.11
LINE'E'- STA. 0+00 TO STA, 9+931
LEES CREEK RD. - SOUTH
C.12
LINE 'I' - STA 0+00 TO STA 7+00
CA3
UNEP- STA. 7+00 TO STA 13+721
WATERFORD CT.
C.14
LINE G' - STA 0+00 TO STA. 7+751
KILDARE PL AND SCOTTLYN CT.
C.15 I
LINE 'H' - STA 0+00 TO STA 3+35t LINE T - STA 0000 TO STA. 2+851
DAVLYN CT. AND MELISSA CT.
CAB
LINE'S - STA. D+00 TO STA 3+491 UNE W - STA. 0+00 TO STA 3+264
DAVID CT. AND WESTMONT DR.
C.17 I
UNE'L' - STA. 0+00 TO STA. 3+021 UNE'W - STA 0+00 TO STA. 1+103
KEYSTONE DR. AND KEYSTONE DR EXTENSION
CAB
LINE W - STA. 0+00 TO STA. 10+00
C.19
UNE'N - STA. 10+00 TO STA 20+W
C20
UNE W - STA 20+00 TO STA 30+00
C21
LINE'N'- STA. 30+00 TO STA. 39+141
CARDINAL DR.
C.22
LINE'O'-STA. 0+00 TO STA. 10+00
C23
LINE ICY - STA 10+00 TO STA 20+00
C.24
LINE'O' - STA 20+00 TO STA 23+08t
HOLLY HILL DR. AND FIELDCREST CIR.
C.25
UNEP - STA. 0+00 TO STA 9+50
C26
LINE'P - STA 9+50 TO STA 19+00
C.27
UNE'P-STA 19+00 TO STA 29+00
C.28
LINE P' - STA 29+00 TO STA 39+00
C.29
UNE P' - STA. 39+00 TO STA. 48+903
FIELDCREST CT. AND HOLLY HILL DR.
C.30
LINE 'a -STA. 0+00 TO STA 2+581 LINE'R'-STA 0+00 TO STA. 3+07*
HOLLY HILL CT.
C.31
LINE'S' - STA 0+00 TO STA. 8+70&
WONDU VIEW CT.
C.32
UNE T- STA D+W TO STA 5+331
N. CARDINAL DR
C.33
LINE 'U' - STA 0+00 TO STA. 8+25t
DETAILS
DA
WATER DETAILS
D2
WATER DETAILS
D.3
WATER DETAILS
DA
NOTES
D.5
EROSION CONTROL DETAILS
DA
EROSION CONTROL DETAILS
D.7
STREAM STABILIZATION DETAILS
D.8
CITY OF ASHEVILLE DETAILS
D.9
CITY OF ASHEVILLE DETAILS AND TRAFFIC CONTROLaDETAILS
D.10
PRESSURE REDUCING VALVE STATION DETAIL
0.11
SEWER DETAILS
10
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FILE PATH: RLE�PATH WKD PROJ. NO.: 20150198,00.1-I1

Mill -P!
SEQUENCE OF CONSTRUCTION RECOMMENDATIONS:
1. INSTALL PROPOSED WATER LINES AND NEW SERVICE LINES.
2. FILL WATER LINES. PRESSURE TEST AND DISINFECT.
3. THE EXISTING WATER LINES THROUGHOUT THE PROJECT AREA
MUST REMAIN IN SERVICE UNTIL PROPOSED WATER LINES ARE
TESTED AND ACTIVATED. AT WHICH TIME WATER SERVICES CAN
BE TRANSFERRED TO THE PROPOSED LINES.
4. TEMPORARY SERVICE INTERRUPTIONS TO THE EXISTING WATER
LINES ARE ALLOWED TO MAKE FINAL TIE-INS. CONTRACTOR SHALL
PROVIDE THE CITY AT LEAST 5 BUSINESS DAYS NOTICE BEFORE
INTERRUPTING SERVICE. CONTRACTOR AND OWNER SHALL
NOTIFY PROPERTY OWNERS OF SERVICE INTERRUPTIONS.
5. WATER LINES ABANDONED IN PLACE SHALL HAVE ALL REMAINING
VALVES CLOSED AND ASSOCIATED VALVE BOXES REMOVED. MAIN
LINE DISCONNECTED AS CLOSE AS POSSIBLE TO EXISTING VALVE.
EXISTING LINE PLUGGED, VALVE CLOSED AND BOX REMOVED. ALL
METER SERVICES RENEWED AND TRANSFERRED TO NEW WATER
LINE.
6. ALL CUSTOMERS WITHIN THE MT. CARMEL SUBDIVISION SHALL
HAVE PRVs INSTALLED ALONG WITH THEIR METER REPLACEMENT.
PRVS SHALL BE HOUSED IN A BLACK PLASTIC IRRIGATION STYLE
METER BOX THAT WILL BE LOCATED IMMEDIATELY FOLLOWING THE
METER ON THE CUSTOMER SIDE. SEE RESIDENTIAL WATER PRV
LOCATION DETAIL DRAWING D.3
HOLLY HILL DR.
LINE "R"
SEE DWG #C.30
(307 LF 6" WATER
HOLLY HILL CT.
LINE "S"
SEE DWG # C.31
(500 LF 6" WATER UNE)
(170 LF 2" WATER LINE)
HOLLY HILL DR./
FIELDCREST CIR.
LINE "P"
SEE DWG #C.25 -C.29
(4,890 LF 6" WATER LINE)
O,
FIELDCREST CT.
LINE "Q"
SEE DWG #C.30
(150 LF 6" WATER LINE)
(108 LF 2" WATER LINE)
411111111,/%,
NEP AREA 2 WATER DISTRIBUTION SYSTEMS PROJECT
MT. CARMEL AND TINY FARMS SUBDIVISIONS
PROJECT MAP
NOT TO SCALE
MELISSA CT.
LINE "K"
SEE DWG #C. 16
DAVID CT. (236 LF 6" WATER LINE)
LINE "L" (90 LF 2" WATER LINE)
SEE DWG #C.17
(150 LF 6" WATER LINE)
(152 LF 2" WATERLINE)
NP PROPOSED GATE
SCOTTLYN DR. �� i i VALVE, TYP.
LINE "C"
SEE DWG #C.9 Po i
(968 LF 6" WATER LINE) o
0
DAVLYN DR. c�.00LINE "J" O
SEE DWG #C.16
(349 LF 6" WATER LINE)
SCOTTLYIN CT.
LINE "I" , OP yia
SEE DWG *C.15 ` ♦ ,�
(132 LF 6" WATER LINE)
(153 LF 2" WATER LINE)
N
N. CARDINAL DR. Iu
LINE "U"
SEE DWG #C.33got MT. EL R
(625 LF 6" WATER LINE) 00 �4L, �+p0 07 +00
�5 0
�A4
CARDINAL DR.
LINE "0"
SEE DWG #C.22 -C.24 w
(2,308 LF 6" WATER LINE) 7 ,
$ ` �I
PROPOSED FIRE
HYDRANT, TYP.
5+00
TIPPERARY DR
T ./
OD MT. CARMEL DR.
c LINE "A"
` SEE DWG # C.1 -C.6
or mp�c}�� oa n (5,439 LF 6" WATER LINE)
75s00
APPROX. LOCATION EXISTING CROSS COUNTF
WATER LINE (SEE DWG C.19). WATER LINE TO
o BE ABANDONED IN PLACE. CAP AND CLOSE
EXISTING VALVES AT BOTH ENDS.
KEYSTONE DR./
'* KEYSTONE DR. EXT.
or ' LINE "N"
SEE DWG #C.18 -C.21
(3,914 LF 6" WATER LINE)
+Oo '
FIRE HYDRANT
ASSEMBLY W/ 6" G.V.,
TYPICAL
WONDU VIEW CT.
LINE "r
SEE DWG #C.32
(400 LF 6" WATER LINE)
(133 LF 2" WATER LINE)
WESTMONT DR. (DEAD
END)
LINE "M"
SEE DWG #C.17
(110 LF 6" WATER LINE)
WICKLOW DR.
LINE "B"
SEE DWG #C.7 - C.8
(1,624 LF 6" WATER LINE)
- N -
MOP. DATUM: NC GRID NAD W (2011)
VERr. DATUM: NAW W
KILDARE PL.
LINE "H"
SEE DWG #C.15
(200 LF 6" WATER LINE)
(135 LF 2" WATER LINE)
01
KILKENNY DR.
' LINE "D"
' SEE DWG #C.10
(991 LF 6" WATER LINE)
�- WATERFORD CT.
' LINE "G"
SEE DWG #C.14
(331 LF 6' WATER LINE)
' (444 LF 2" WATER LINE)
LEES CREEK RD. (NORTH)
LINE "E"
SEE DWG #C.11
„IR (993 LF 6" WATER LINE)
PRESSURE REDUCING
VALVE (PRV) VAULT
LINE "F"
LEES CREEK RD. (SOUTH)
LINE "F"
SEE DWG #C.12 - CA 3
(1,372 LF 6" WATER LINE)
EX. FH, TYP.
L J
PROJECT TOTALS:
25,989 LF# 6" DUCTILE IRON PIPE
1,385 LFt 2" HDPE W/ TRACER WIRE
�D CKSON
401 4TH STREET SW
SUITE 201
HICKORY, NC 28502
M8211 -327 -Ml
MSn327-0164
WWW.WKDK:KSON.COM
NC LICENSE NOS -0374
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PROJ. MGR.: RH
DESIGN BY: CH
DRAWN BY: I CH/NS
PROJ. DATE: I JAN 2017
DRAWING NUMBER:
G.2 OF 49
WKD PROJ. NO.:
20150198.00.HI

a
C.PJB.M.
'
PROPOSED
LYNWOOD CIR
----------------
----------------
MAG NAIL IN PVMT
6"
D I,P WATER LINE
"
-
SR I$Bg
PROPOSED 20 LF OF 6"WATERLINE; —
DAYLIGHT AT CREEK MUST
OTHERWISE.
@,. Ca
-'.._.-.. .. _,v._ _ _ _ _ -- -N_____x____w_____w
CONNECT TO EX. W WATER LINE
_____--------------------
00
2: 2092.26
Wco—
W------
SERVICE LINE ON THE CUSTOMER SIDE OF THE METER.
_.—.
LYi
VERTICAL
ONLY THE PORTION OF THE HYDRANT LOCATED ABOVE GROUND SHALL BE RETURNED.
/.g
fi /
WATER LINES ABANDONED IN PLACE SHALL HAVE ALL REMAINING
STA: 9+93 t (LINE E)
STA: 53+29 t (LINE /
r
7M h
LINE DISCONNECTED AS CLOSE AS POSSIBLE TO EXISTING VALVE.
v 1 -PROP. RJ MJ 6'k6"x6'
EXISTING LINE CAPPED/PLUGGED, VALVE CLOSED AND VALVE SOX
REMOVED. ALL METER SERVICES SHALL BE RENEWED AND
Wlt-6"GATE VALVE/
END RESTRAINED
M.\ IfTINT PI
1
13
60'
0 0
100 YR FLOODPLAIN
_,_______
.PROPOSED FIRE
•>aosozr4Ww000 \
HYDRANT ASSEMBLY
— — --��
--
NEW PRESSURE REDUCING
VALVE STATION, SEE DETAIL
W31
PROPOSED 55 LF (APPROX.) OF
6RERAIN LINE TO DAYLIGHT AT
11 1 11
1 11 1 11
C.PJB.M.
APPROX. 55 LF OF 6" PVC
1. CONTRACTOR SHALL VERIFY LOCATION AND SIZE OF EXISTING WATER LINES AT ALL TIE-IN
----------------
----------------
MAG NAIL IN PVMT
DRAIN LINE PIPED TO
2. ALL WATER METERS, SERVICES, AND RELATED APPURTENANCES SHALL BE SCHEDULED FOR
a0o ao' 80'
N: 701380.33
DAYLIGHT AT CREEK MUST
OTHERWISE.
E!922837.56
BE 1% SLOPE OR GREATER
FINAL LOCATION TO BE DETERMINED IN FIELD.
2: 2092.26
a
Le® cleaz
SERVICE LINE ON THE CUSTOMER SIDE OF THE METER.
5. OLD METER ASSEMBLIES SHALL BE REMOVED AND TURNED OVER TO THE CITY OF ASHEVIILE.
6. EXISTING FIRE HYDRANTS ARE TO BE REMOVED AND RETURNED TO THE CITY OF ASHEVILLE.
VERTICAL
ONLY THE PORTION OF THE HYDRANT LOCATED ABOVE GROUND SHALL BE RETURNED.
/.g
fi /
WATER LINES ABANDONED IN PLACE SHALL HAVE ALL REMAINING
STA: 9+93 t (LINE E)
STA: 53+29 t (LINE /
r
7M h
LINE DISCONNECTED AS CLOSE AS POSSIBLE TO EXISTING VALVE.
v 1 -PROP. RJ MJ 6'k6"x6'
EXISTING LINE CAPPED/PLUGGED, VALVE CLOSED AND VALVE SOX
REMOVED. ALL METER SERVICES SHALL BE RENEWED AND
Wlt-6"GATE VALVE/
END RESTRAINED
M.\ IfTINT PI
1
PROPOSED WATER UNE `
LEES CREEK RD.
(NORTH)- LINE
'E'
SEE DRAWING C.11 ew•nx ImnA /
eo uowvr c
l.y
rJi
PROPOSED WATER LINE
MT. CARMEL DR. - LINE W
SEE DRAWING C.8
21
21
21
21
Nil
�—1S
W
1. CONTRACTOR SHALL VERIFY LOCATION AND SIZE OF EXISTING WATER LINES AT ALL TIE-IN
----------------
----------------
POINTS PRIOR TO ANY PLANNED ACTIVITY BEING SCHEDULED.
GRAPHIC SCALE
2. ALL WATER METERS, SERVICES, AND RELATED APPURTENANCES SHALL BE SCHEDULED FOR
a0o ao' 80'
REPLACEMENT EXCEPT FOR THOSE ALREADY EQUIPPED WITH AMR DEVICES OR NOTED
------------
OTHERWISE.
3. WATER METERS INDICATED FOR RELOCATION SHALL BE RELOCATED TO FRONT OF BUILDING.
HORIZONTAL
FINAL LOCATION TO BE DETERMINED IN FIELD.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING NEW SERVICE LINES
FROM NEW METER LOCATION TO THE NEAREST CONNECTION POINT TO THE EXISTING
20' 0 ,o' 20'
SERVICE LINE ON THE CUSTOMER SIDE OF THE METER.
5. OLD METER ASSEMBLIES SHALL BE REMOVED AND TURNED OVER TO THE CITY OF ASHEVIILE.
6. EXISTING FIRE HYDRANTS ARE TO BE REMOVED AND RETURNED TO THE CITY OF ASHEVILLE.
VERTICAL
ONLY THE PORTION OF THE HYDRANT LOCATED ABOVE GROUND SHALL BE RETURNED.
WATER LINE ABANDONMENT:
WATER LINES ABANDONED IN PLACE SHALL HAVE ALL REMAINING
VALVES CLOSED AND ASSOCIATED VALVE BOXES REMOVED. MAIN
LINE DISCONNECTED AS CLOSE AS POSSIBLE TO EXISTING VALVE.
EXISTING LINE CAPPED/PLUGGED, VALVE CLOSED AND VALVE SOX
REMOVED. ALL METER SERVICES SHALL BE RENEWED AND
TRANSFERRED TO THE NEW WATER LINE BY CONTRACTOR.
w
100 YR FLOODPLAIN
(APPROX. LOCATION)
•>aosozr4Ww000 \
11 1 11
1 11 1 11
tM�S(WrSSaeiMw7ITr"�--
z1Yo�WDan9Dlil.....ia5aeOww((Vv--z=.NLETPROTECTION,TYP,*E ••D
DETAIL DW`8
EXISTING 8" WATERLINE
�TA.
: \�
0v9Ws
-.8 UM'i•1N9G0't0P!0I®•\♦•
. ,IN.I
�—1S
W
1. CONTRACTOR SHALL VERIFY LOCATION AND SIZE OF EXISTING WATER LINES AT ALL TIE-IN
----------------
----------------
POINTS PRIOR TO ANY PLANNED ACTIVITY BEING SCHEDULED.
GRAPHIC SCALE
MIN. 10' EACH SIDE OF PROPOSED
RUNE CROSSING UNLESS CURRENT
LNG SEWER PIPE IS DUCTILE IRON.
'.DINATE WITH UTILITIES, INC, SEE
l+s+llri�`?•
12q FYnio�oti � \/
•rAowl D0000 C\
Herron claair,a a e
DLTNP PMRIQA G
� STA: 3+42 t � 14 LYPIID00
4iiR 1 -PROP. RJ 45° MJ BEND 8. {LDDa
k:3 +5
1 -PROP. RJ 45° MJ BEND
STA. 3+84t
END RESTRAINED JOINT PIPE STA: 5+49 t
1 -PROP. FIRE HYDRANT -- D
PROPOSED 8" D.I.P. WATERLINE ASSEMBLY �
(EAST SIDE OPTION) SEE DETAIL W.16 n
m
m
171
ati
\ /—/ ,,_ tee, ,�—�'—' •. j W
\\\ ( I nv.zo•T. I PARALLEL TO EXISTING STEEL GASB
11NE; DOUBLE WRAP PIPE WITH 6
MIL. POLYETHYLENE WRAP FROM
) ) ! I I /—STA 3+54t TO STA, 14+22t. SEE p
POLYETHYLENE ENCASEMENT
NOTES:
rooe wvzsn®ire LIL
ePPm /
eieosioloe00000
t.Pu0loau D•xL�iP •>YWIIOIro00a0 \ /
e raro•oon mwP eLouPDSa e
io
\ Lm►o—
1. CONTRACTOR SHALL VERIFY LOCATION AND SIZE OF EXISTING WATER LINES AT ALL TIE-IN
----------------
----------------
POINTS PRIOR TO ANY PLANNED ACTIVITY BEING SCHEDULED.
GRAPHIC SCALE
2. ALL WATER METERS, SERVICES, AND RELATED APPURTENANCES SHALL BE SCHEDULED FOR
a0o ao' 80'
REPLACEMENT EXCEPT FOR THOSE ALREADY EQUIPPED WITH AMR DEVICES OR NOTED
------------
OTHERWISE.
3. WATER METERS INDICATED FOR RELOCATION SHALL BE RELOCATED TO FRONT OF BUILDING.
HORIZONTAL
FINAL LOCATION TO BE DETERMINED IN FIELD.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING NEW SERVICE LINES
FROM NEW METER LOCATION TO THE NEAREST CONNECTION POINT TO THE EXISTING
20' 0 ,o' 20'
SERVICE LINE ON THE CUSTOMER SIDE OF THE METER.
5. OLD METER ASSEMBLIES SHALL BE REMOVED AND TURNED OVER TO THE CITY OF ASHEVIILE.
6. EXISTING FIRE HYDRANTS ARE TO BE REMOVED AND RETURNED TO THE CITY OF ASHEVILLE.
VERTICAL
ONLY THE PORTION OF THE HYDRANT LOCATED ABOVE GROUND SHALL BE RETURNED.
WATER LINE ABANDONMENT:
WATER LINES ABANDONED IN PLACE SHALL HAVE ALL REMAINING
VALVES CLOSED AND ASSOCIATED VALVE BOXES REMOVED. MAIN
LINE DISCONNECTED AS CLOSE AS POSSIBLE TO EXISTING VALVE.
EXISTING LINE CAPPED/PLUGGED, VALVE CLOSED AND VALVE SOX
REMOVED. ALL METER SERVICES SHALL BE RENEWED AND
TRANSFERRED TO THE NEW WATER LINE BY CONTRACTOR.
w
100 YR FLOODPLAIN
(APPROX. LOCATION)
•>aosozr4Ww000 \
oD � CDS ffnvrri e
�r STA 0+00
d19r PROPOSED PRV
j SEE DETAIL W.31
A EGIN RESTRAIN D JOINT PIPE
,y8 STA: 0+80 3 (UNE F) _
4 � � STA: 54+39 (LINE A)
es y 1 -PROP. RJ MJ 6"x6'k6" TEE`
W/3-8"GATE VALVES
� 3 LBPp� aow PROPOSED 40 LF 14"0 x 1=0.250"
YArarer STEEL CASING, INSTALSR lT8g LED BY
STA: 0+64 t OPEN CUT, SEE DETAIL W.26
1 -PROP. FIRE HYDRANT
ASSEMBLY
- SEE DETAIL W.i6
STA: 0"69*
1-PROP. RJ 45' MJ BEND STREAM STABILIZATION, —
STA:0+78t rSE�ETA\L
1 -PROP. RJ 45° MJ BEND STREA.t\t IMPACT NO. S\
STA. 2+90t
� — BEGIN RESTRAINED JOINT PIPE \ \
®o.
RD
=Ac*
NOTES DWG. D.4
INV=]100.9) F
IXa 8
100 YR FLOODPLAIN /
(APPROX. LOCATION)
PROPOSED LONG SIDE WATER Tai*
SERVICE, TYP..�
SEE DETAIL W.01 80��
V \ °"
- ------:-1r m—P�----------
VERTICAL
PROPOSED
MME SEPARATION OF
------ftEXISTING
-----------��7--------------------� _��,--------- —
UTILITIES, UNLESS
-----------��—Lt•►�--------------------------- OTHERWISE NOTED, SHALL BE: —
-----------P\�—���-------------PPS\�-----------PP�P�---------- —
1'1►�-------------P�——P�PP�------------------- SANITARY SEWER - 18"MIN. —
-----------��---.---------------a------------ —
WATER LINES - 12* MIN.
-----------=e-----------PPS---P�-------------------------
• —
-----------------------------------------------------------
/
1 1 0+00 0+50
----------------
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—------------------
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---------------
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401 47H STREET SW
SURE 207
HICKORY, NC 25802
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W W W.WKDICI4SON.COM
NC LK:FJ4SE NO.F0374
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PROJ. MGR.: RH
DESIGN BY: CH
DRAWN BY: CH/NS
PROJ. DATE: JAN 2017
DRAWING NUMBER:
C.12 OF 49
WKD PROJ. NO.:
20150198.00
11 1 11
1 11 1 11
1 11 1
11 1
1.1
.HI

Y
u
CHECK DAM SIZED TO SUIT
CONDI_._..-----
2"X 2" X 36" WOOI
STAKES PLACED 5',
CROSS PATTI
ABOVE S(
./ AND TIED OFF TO STAKE AT BOTH ENDS
1. ALL MATERIAL TO MEET SPECIFICATIONS.
2. INSTALL SEDIMENT TUBES BY LAYING THEM FLAT ON THE GROUND. EXCESS MULCH CAN BE PLACED
AT THE UPSTREAM SEDIMENT TUBE SOIL INTERFACE.
3. INSTALL SEDIMENT TUBES SO NO GAPS EXIST BETWEEN THE SOIL AND THE BOTTOM OF THE
SEDIMENT TUBES. LAP THE ENDS OF ADJACENT SEDIMENT TUBES A MINIMUM OF 2 FEET TO PREVENT
FLOW AND SEDIMENT FROM PASSING THROUGH THE FIELD JOINT.
4. INSTALL ENDS OF CHECK DAM POINTING SLIGHTLY UP THE SLOPE TO PREVENT RUNOFF FROM
FLOWING AROUND THE FILTER SOCK.
5. INSTALL SEDIMENT TUBES IN SWALES OR DRAINAGE DITCHES PERPENDICULAR TO THE WATER FLOW
AND EXTEND THEM UP THE SIDE SLOPES A MINIMUM OF 1 -FOOT ABOVE THE DESIGN FLOW DEPTH.
6. CHECK DAM SHOULD BE INSTALLED AT LOCATIONS INDICATED ON DRAWINGS.
7. SEDIMENT SHOULD BE REMOVED FROM BEHIND CHECK DAM ONCE THE ACCUMULATED HEIGHT HAS
REACHED 1/2 THE HEIGHT OF THE CHECK DAM.
8. LOOSE FILTER MEDIA MAY BE BACKFILLED ON THE UPSLOPE SIDE OF THE SOCK TO ENHANCE
PERFORMANCE.
9. CHECK DAM CAN BE DIRECT SEEDED AT THE TIME OF INSTALLATION.
FILTER SOCK CHECK DAM
NOT TO SCALE
G
FIGURE 1
INTITIAL ANCHOR TRENCH
10
FIGURE 3
TOP OF BANK TERMINATION
EROSION CONTROL MATTING MUST MEET OR
EXCEED THE FOLLOWING REQUIREMENTS:
1D0 %COCONUT FIBER (COIR) TWINE WOVEN INTO A HIGH
STRENGTH MATRIX
THICKNESS - 0.36 IN. MINIMUM.
TENSILE STRENGTH - 1740 LBIFT MINIMUM
SHEAR STRESS -4.5 LBSWFT
FLOW VELOCITY -OBSERVED /2 FT/SEC
WEIGHT -23 OZ/SY
SIZE - 9.84 FT X 165 FT (180 SY)
.C.' OR -0.002
OPEN AREA (MEASURED)- 48%
SLOPES- UP TO A MAXIMUM OF 1:1
ysT MAX. WIRE FILTER FABRIC TO BE POLYPROPYLENE -/TIT wy
FABRIC MESH NYLON, POLYESTER OR POLYETHYLENE
u OPENINGS YARN OF MANUFACTURER TO BE a
u m Oy
• 36 SQ. IN. APPROVED BY ENGINEER.
ELEVATION
NOTES:
1. THE CONTRACTOR SHALL MAINTAIN ALL SILT FENCING BY REMOVING AND
DISPOSING OF SILT ACCUMULATIONS AS DIRECTED BY THE ENGINEER.
FILTER FABRIC SHALL BE REPLACED WHEN IT HAS DETERIORATED TO SUCH
EXTENT THAT IT REDUCES THE EFFECTIVENESS OF THE SILT FENCE.
2. FILTER FABRIC SHALL HAVE A MINIMUM TENSILE STRENGTH (Q 20% MAX.
ELONGATION) OF 301bs/LIN. IN., WIRE FABRIC REQUIRED.
3. IF EXTRA STRENGTH FABRIC IS UTILIZED (MIN. TENSILE STRENGTH =
501bs/LIN. IN. @ MAX. 20% ELONGATION), WIRE FABRIC IS OPTIONAL,
MAXIMUM POST SPACING = 6 FEET.
4. POSTS SHALL BE 1.331b/LF STEEL, MINIMUM, UNLESS OTHERWISE
APPROVED BY ENGINEER.
'c) DIRECTION OF FLOW
STAKE AT i'-
INTERVALS�
11!1111 I I �i!i III I' III -:-11f
-
- III II LI�.I --fl Ifjj J1 -II(
_- II NIL_I I IFI IILr]=11L
START NEW
ROLL IN CHECK
SLOT. OVERLAP 6"
MM MUM 1'
FIGURE 2
INTERMITTENT CHECK SLOT /
BEGINING OF NEW ROLL
STAKE AT 1
INTERVALS
TEMPORARY SILT FENCE
NOT TO SCALE
FIGURE 4
TERMINAL ANCHOR TRENCH
EROSION CONTROL MATTING INSTALLATION
NOT TO SCALE
INSTALLATION NOTES:
SITE PREPARATION
GRADE AND COMPACT AREA. REMOVE ALL ROCKS, CLODS, VEGETATION, AND
OBSTRUCTIONS SO THAT MATTING WILL HAVE DIRECT CONTACT WITH THE
SOIL. PREPARE SEEDBED BY LOOSENING 3 TO 4 INCHES OF TOPSOIL ABOVE
FINAL GRADE. TEST SOILS FOR ANY NUTRIENT DEFICIENCIES AND SUBMIT SOIL
TEST RESULTS TO THE CITY. APPLY ANY TREATMENT SUCH AS LIME OR
FERTILIZERS TO THE SOIL IF NEEDED. DO NOT MULCH AREAS WHERE MAT IS TO
BE INSTALLED.
SEEDING
SEE SPECIFICATIONS FOR SEEDING REQUIREMENTS. APPLY SEED TO SOIL
BEFORE PLACING MATTING. WHEN USING PERMANENT LINER, APPLY
ADDITIONAL SEED AFTER INSTALLATION AND FILL MAT WITH SOIL.
INSTALLATION
OVERLAP ADJACENT MATS 3" AND ANCHOR EVERY 18" ACROSS THE OVERLAP.
THE HIGHER ELEVATION MAT SHOULD BE PLACED OVER THE LOWER
ELEVATION MAT. EDGES SHOULD BE SHINGLED AWAY FROM THE FLOW OF
WATER. LAY MAT LOOSE TO ALLOW CONTACT WITH SOIL. DO NOT STRETCH
TIGHT. ANCHOR MAT USING BIODEGRADABLE STAKES OR PINS. EXCAVATE
INITIAL ANCHOR TRENCH 12"X6" ACROSS THE EMBANKMENT AT THE LOWER
END OF THE PROJECT AS SHOWN ON SHEET 5. SEE FIGURE 1 FOR INITIAL
ANCHOR TRENCH. PLACE 6"x 6" CHECK SLOTS AT 30' INTERVALS ALONG THE
EMBANKMENT AND WEIR. SEE FIGURE 2. CUT 4"x 4" TRENCH ALONG TOP OF
BANK FORMAT TERMINATION. EXTEND MAT TO THE EDGE OF THE ASPHALT
OR 2 TO 3 FEET ABOVE THE CREST IF POSSIBLE. BEGINNING AT THE CENTER
OF THE EMBANKMENT AT THE DOWNSTREAM END OF THE AREA TO BE LINED,
PLACE THE END OF THE ROLL IN ANCHOR TRENCH AND SECURE WITH
BIODEGRADABLE STAKES OR PINS. SEE FIGURE 1. PLACE ADJACENT ROLLS IN
THE ANCHOR TRENCH WITH A MINIMUM OF 3" OVERLAP. SECURE WITH
BIODEGRADABLE STAKES OR PINES, BACKFILL ANCHOR TRENCH, AND
COMPACT SOIL. UNROLL MAT OVER COMPACTED ANCHOR TRENCH, STOP AT
NEXT CHECK SLOT OR TERMINAL ANCHOR.UNROLL ADJACENT ROLLS IN SAME
MANNER, WITH A MINIMUM OF 3" OF OVERLAP. STAPLE AT 18" INTERVALS
ALONG OVERLAP. FOLD AND SECURE MAT ROLLS TIGHTLY INTO CHECK SLOTS.
LAY MAT IN CHECK SLOT, FOLD BACK AGAINST ITSELF, ANCHOR THROUGH
BOTH LAYERS, BACKFILL AND COMPACT SOIL, CONTINUE ROLLING MAP
UPSTREAM. SEE FIGURE 2. BEGIN NEW ROLLS IN CHECK SLOT, AND OVERLAP
ENDS MINIMUM OF 1'. SEE FIGURE 4 FOR TERMINATION AT UPSTREAM END.
OR WOOD POST
FILTER FABRIC
36" MIN. WIDTH
COMPACTED;
0 . II
Qk-
5�
4" 'fii�--
NOTES
1 FT HEIGHT, 1 FT. BEYOND EDGES
STEEL OR WOOD POST --
36 ABOVE GRADE (MAX)
r'
i r)
2 a
1. INSPECT AND REPAIR FENCE AFTER EACH STORM
EVENT AND REMOVE SEDIMENT WHEN DEPOSITS
REACH 30% OF FENCE HEIGHT.
2. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN
AREA THAT WILL NOT CONTRIBUTE SEDIMENT
OFFSITE AND CAN BE PERMANENTLY STABILIZED.
3. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS
TO MAXIMIZE PONDING EFFICIENCY.
FLOW
10 FT. MAX. SPACING WITH
WIRE SUPPORT FENCE
10'
PONDING HEIGHT
9" MAX
(RECOMMENDED) 'D RUNOFF
STORAGE HEIGHT
� I I
I III
E
I
ROCK SECTION DETAIL
TRENCH WITH GRAVEL
SILT FENCE - WIRE & STONE REINFORCED OUTLET
NOT TO SCALE
1 0+00
EROSION CONTROL MATTING
TABLES
- FILTER FABRIC
TINY FARMS SUBDIVISION
UNE
BEGIN STA
LL
L. LL F-O�
Ff r/ GR
GROUND O
BEGIN STA
END STA
LINE
A
+00
4+50
ANCHOR FABRIC
{ ASSHOWN
N
SECTION
ysT MAX. WIRE FILTER FABRIC TO BE POLYPROPYLENE -/TIT wy
FABRIC MESH NYLON, POLYESTER OR POLYETHYLENE
u OPENINGS YARN OF MANUFACTURER TO BE a
u m Oy
• 36 SQ. IN. APPROVED BY ENGINEER.
ELEVATION
NOTES:
1. THE CONTRACTOR SHALL MAINTAIN ALL SILT FENCING BY REMOVING AND
DISPOSING OF SILT ACCUMULATIONS AS DIRECTED BY THE ENGINEER.
FILTER FABRIC SHALL BE REPLACED WHEN IT HAS DETERIORATED TO SUCH
EXTENT THAT IT REDUCES THE EFFECTIVENESS OF THE SILT FENCE.
2. FILTER FABRIC SHALL HAVE A MINIMUM TENSILE STRENGTH (Q 20% MAX.
ELONGATION) OF 301bs/LIN. IN., WIRE FABRIC REQUIRED.
3. IF EXTRA STRENGTH FABRIC IS UTILIZED (MIN. TENSILE STRENGTH =
501bs/LIN. IN. @ MAX. 20% ELONGATION), WIRE FABRIC IS OPTIONAL,
MAXIMUM POST SPACING = 6 FEET.
4. POSTS SHALL BE 1.331b/LF STEEL, MINIMUM, UNLESS OTHERWISE
APPROVED BY ENGINEER.
'c) DIRECTION OF FLOW
STAKE AT i'-
INTERVALS�
11!1111 I I �i!i III I' III -:-11f
-
- III II LI�.I --fl Ifjj J1 -II(
_- II NIL_I I IFI IILr]=11L
START NEW
ROLL IN CHECK
SLOT. OVERLAP 6"
MM MUM 1'
FIGURE 2
INTERMITTENT CHECK SLOT /
BEGINING OF NEW ROLL
STAKE AT 1
INTERVALS
TEMPORARY SILT FENCE
NOT TO SCALE
FIGURE 4
TERMINAL ANCHOR TRENCH
EROSION CONTROL MATTING INSTALLATION
NOT TO SCALE
INSTALLATION NOTES:
SITE PREPARATION
GRADE AND COMPACT AREA. REMOVE ALL ROCKS, CLODS, VEGETATION, AND
OBSTRUCTIONS SO THAT MATTING WILL HAVE DIRECT CONTACT WITH THE
SOIL. PREPARE SEEDBED BY LOOSENING 3 TO 4 INCHES OF TOPSOIL ABOVE
FINAL GRADE. TEST SOILS FOR ANY NUTRIENT DEFICIENCIES AND SUBMIT SOIL
TEST RESULTS TO THE CITY. APPLY ANY TREATMENT SUCH AS LIME OR
FERTILIZERS TO THE SOIL IF NEEDED. DO NOT MULCH AREAS WHERE MAT IS TO
BE INSTALLED.
SEEDING
SEE SPECIFICATIONS FOR SEEDING REQUIREMENTS. APPLY SEED TO SOIL
BEFORE PLACING MATTING. WHEN USING PERMANENT LINER, APPLY
ADDITIONAL SEED AFTER INSTALLATION AND FILL MAT WITH SOIL.
INSTALLATION
OVERLAP ADJACENT MATS 3" AND ANCHOR EVERY 18" ACROSS THE OVERLAP.
THE HIGHER ELEVATION MAT SHOULD BE PLACED OVER THE LOWER
ELEVATION MAT. EDGES SHOULD BE SHINGLED AWAY FROM THE FLOW OF
WATER. LAY MAT LOOSE TO ALLOW CONTACT WITH SOIL. DO NOT STRETCH
TIGHT. ANCHOR MAT USING BIODEGRADABLE STAKES OR PINS. EXCAVATE
INITIAL ANCHOR TRENCH 12"X6" ACROSS THE EMBANKMENT AT THE LOWER
END OF THE PROJECT AS SHOWN ON SHEET 5. SEE FIGURE 1 FOR INITIAL
ANCHOR TRENCH. PLACE 6"x 6" CHECK SLOTS AT 30' INTERVALS ALONG THE
EMBANKMENT AND WEIR. SEE FIGURE 2. CUT 4"x 4" TRENCH ALONG TOP OF
BANK FORMAT TERMINATION. EXTEND MAT TO THE EDGE OF THE ASPHALT
OR 2 TO 3 FEET ABOVE THE CREST IF POSSIBLE. BEGINNING AT THE CENTER
OF THE EMBANKMENT AT THE DOWNSTREAM END OF THE AREA TO BE LINED,
PLACE THE END OF THE ROLL IN ANCHOR TRENCH AND SECURE WITH
BIODEGRADABLE STAKES OR PINS. SEE FIGURE 1. PLACE ADJACENT ROLLS IN
THE ANCHOR TRENCH WITH A MINIMUM OF 3" OVERLAP. SECURE WITH
BIODEGRADABLE STAKES OR PINES, BACKFILL ANCHOR TRENCH, AND
COMPACT SOIL. UNROLL MAT OVER COMPACTED ANCHOR TRENCH, STOP AT
NEXT CHECK SLOT OR TERMINAL ANCHOR.UNROLL ADJACENT ROLLS IN SAME
MANNER, WITH A MINIMUM OF 3" OF OVERLAP. STAPLE AT 18" INTERVALS
ALONG OVERLAP. FOLD AND SECURE MAT ROLLS TIGHTLY INTO CHECK SLOTS.
LAY MAT IN CHECK SLOT, FOLD BACK AGAINST ITSELF, ANCHOR THROUGH
BOTH LAYERS, BACKFILL AND COMPACT SOIL, CONTINUE ROLLING MAP
UPSTREAM. SEE FIGURE 2. BEGIN NEW ROLLS IN CHECK SLOT, AND OVERLAP
ENDS MINIMUM OF 1'. SEE FIGURE 4 FOR TERMINATION AT UPSTREAM END.
OR WOOD POST
FILTER FABRIC
36" MIN. WIDTH
COMPACTED;
0 . II
Qk-
5�
4" 'fii�--
NOTES
1 FT HEIGHT, 1 FT. BEYOND EDGES
STEEL OR WOOD POST --
36 ABOVE GRADE (MAX)
r'
i r)
2 a
1. INSPECT AND REPAIR FENCE AFTER EACH STORM
EVENT AND REMOVE SEDIMENT WHEN DEPOSITS
REACH 30% OF FENCE HEIGHT.
2. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN
AREA THAT WILL NOT CONTRIBUTE SEDIMENT
OFFSITE AND CAN BE PERMANENTLY STABILIZED.
3. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS
TO MAXIMIZE PONDING EFFICIENCY.
FLOW
10 FT. MAX. SPACING WITH
WIRE SUPPORT FENCE
10'
PONDING HEIGHT
9" MAX
(RECOMMENDED) 'D RUNOFF
STORAGE HEIGHT
� I I
I III
E
I
ROCK SECTION DETAIL
TRENCH WITH GRAVEL
SILT FENCE - WIRE & STONE REINFORCED OUTLET
NOT TO SCALE
1 0+00
EROSION CONTROL MATTING
TABLES
MT. CARMEL SUBDIVISION
TINY FARMS SUBDIVISION
UNE
BEGIN STA
END STA. MATTING TYPE
LINE
BEGIN STA
END STA
MATTING TYPE
A
+00
4+50
STRAW NETTING
N
0+30
10+00
STRAW NETTING
A
4+50
✓ Kse4����
tial
r✓ 'c���e°Be�J°�4ssLi9
_
11+00
EXCELSIOR
A
6+50
7+30
ysT MAX. WIRE FILTER FABRIC TO BE POLYPROPYLENE -/TIT wy
FABRIC MESH NYLON, POLYESTER OR POLYETHYLENE
u OPENINGS YARN OF MANUFACTURER TO BE a
u m Oy
• 36 SQ. IN. APPROVED BY ENGINEER.
ELEVATION
NOTES:
1. THE CONTRACTOR SHALL MAINTAIN ALL SILT FENCING BY REMOVING AND
DISPOSING OF SILT ACCUMULATIONS AS DIRECTED BY THE ENGINEER.
FILTER FABRIC SHALL BE REPLACED WHEN IT HAS DETERIORATED TO SUCH
EXTENT THAT IT REDUCES THE EFFECTIVENESS OF THE SILT FENCE.
2. FILTER FABRIC SHALL HAVE A MINIMUM TENSILE STRENGTH (Q 20% MAX.
ELONGATION) OF 301bs/LIN. IN., WIRE FABRIC REQUIRED.
3. IF EXTRA STRENGTH FABRIC IS UTILIZED (MIN. TENSILE STRENGTH =
501bs/LIN. IN. @ MAX. 20% ELONGATION), WIRE FABRIC IS OPTIONAL,
MAXIMUM POST SPACING = 6 FEET.
4. POSTS SHALL BE 1.331b/LF STEEL, MINIMUM, UNLESS OTHERWISE
APPROVED BY ENGINEER.
'c) DIRECTION OF FLOW
STAKE AT i'-
INTERVALS�
11!1111 I I �i!i III I' III -:-11f
-
- III II LI�.I --fl Ifjj J1 -II(
_- II NIL_I I IFI IILr]=11L
START NEW
ROLL IN CHECK
SLOT. OVERLAP 6"
MM MUM 1'
FIGURE 2
INTERMITTENT CHECK SLOT /
BEGINING OF NEW ROLL
STAKE AT 1
INTERVALS
TEMPORARY SILT FENCE
NOT TO SCALE
FIGURE 4
TERMINAL ANCHOR TRENCH
EROSION CONTROL MATTING INSTALLATION
NOT TO SCALE
INSTALLATION NOTES:
SITE PREPARATION
GRADE AND COMPACT AREA. REMOVE ALL ROCKS, CLODS, VEGETATION, AND
OBSTRUCTIONS SO THAT MATTING WILL HAVE DIRECT CONTACT WITH THE
SOIL. PREPARE SEEDBED BY LOOSENING 3 TO 4 INCHES OF TOPSOIL ABOVE
FINAL GRADE. TEST SOILS FOR ANY NUTRIENT DEFICIENCIES AND SUBMIT SOIL
TEST RESULTS TO THE CITY. APPLY ANY TREATMENT SUCH AS LIME OR
FERTILIZERS TO THE SOIL IF NEEDED. DO NOT MULCH AREAS WHERE MAT IS TO
BE INSTALLED.
SEEDING
SEE SPECIFICATIONS FOR SEEDING REQUIREMENTS. APPLY SEED TO SOIL
BEFORE PLACING MATTING. WHEN USING PERMANENT LINER, APPLY
ADDITIONAL SEED AFTER INSTALLATION AND FILL MAT WITH SOIL.
INSTALLATION
OVERLAP ADJACENT MATS 3" AND ANCHOR EVERY 18" ACROSS THE OVERLAP.
THE HIGHER ELEVATION MAT SHOULD BE PLACED OVER THE LOWER
ELEVATION MAT. EDGES SHOULD BE SHINGLED AWAY FROM THE FLOW OF
WATER. LAY MAT LOOSE TO ALLOW CONTACT WITH SOIL. DO NOT STRETCH
TIGHT. ANCHOR MAT USING BIODEGRADABLE STAKES OR PINS. EXCAVATE
INITIAL ANCHOR TRENCH 12"X6" ACROSS THE EMBANKMENT AT THE LOWER
END OF THE PROJECT AS SHOWN ON SHEET 5. SEE FIGURE 1 FOR INITIAL
ANCHOR TRENCH. PLACE 6"x 6" CHECK SLOTS AT 30' INTERVALS ALONG THE
EMBANKMENT AND WEIR. SEE FIGURE 2. CUT 4"x 4" TRENCH ALONG TOP OF
BANK FORMAT TERMINATION. EXTEND MAT TO THE EDGE OF THE ASPHALT
OR 2 TO 3 FEET ABOVE THE CREST IF POSSIBLE. BEGINNING AT THE CENTER
OF THE EMBANKMENT AT THE DOWNSTREAM END OF THE AREA TO BE LINED,
PLACE THE END OF THE ROLL IN ANCHOR TRENCH AND SECURE WITH
BIODEGRADABLE STAKES OR PINS. SEE FIGURE 1. PLACE ADJACENT ROLLS IN
THE ANCHOR TRENCH WITH A MINIMUM OF 3" OVERLAP. SECURE WITH
BIODEGRADABLE STAKES OR PINES, BACKFILL ANCHOR TRENCH, AND
COMPACT SOIL. UNROLL MAT OVER COMPACTED ANCHOR TRENCH, STOP AT
NEXT CHECK SLOT OR TERMINAL ANCHOR.UNROLL ADJACENT ROLLS IN SAME
MANNER, WITH A MINIMUM OF 3" OF OVERLAP. STAPLE AT 18" INTERVALS
ALONG OVERLAP. FOLD AND SECURE MAT ROLLS TIGHTLY INTO CHECK SLOTS.
LAY MAT IN CHECK SLOT, FOLD BACK AGAINST ITSELF, ANCHOR THROUGH
BOTH LAYERS, BACKFILL AND COMPACT SOIL, CONTINUE ROLLING MAP
UPSTREAM. SEE FIGURE 2. BEGIN NEW ROLLS IN CHECK SLOT, AND OVERLAP
ENDS MINIMUM OF 1'. SEE FIGURE 4 FOR TERMINATION AT UPSTREAM END.
OR WOOD POST
FILTER FABRIC
36" MIN. WIDTH
COMPACTED;
0 . II
Qk-
5�
4" 'fii�--
NOTES
1 FT HEIGHT, 1 FT. BEYOND EDGES
STEEL OR WOOD POST --
36 ABOVE GRADE (MAX)
r'
i r)
2 a
1. INSPECT AND REPAIR FENCE AFTER EACH STORM
EVENT AND REMOVE SEDIMENT WHEN DEPOSITS
REACH 30% OF FENCE HEIGHT.
2. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN
AREA THAT WILL NOT CONTRIBUTE SEDIMENT
OFFSITE AND CAN BE PERMANENTLY STABILIZED.
3. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS
TO MAXIMIZE PONDING EFFICIENCY.
FLOW
10 FT. MAX. SPACING WITH
WIRE SUPPORT FENCE
10'
PONDING HEIGHT
9" MAX
(RECOMMENDED) 'D RUNOFF
STORAGE HEIGHT
� I I
I III
E
I
ROCK SECTION DETAIL
TRENCH WITH GRAVEL
SILT FENCE - WIRE & STONE REINFORCED OUTLET
NOT TO SCALE
C
1 0+00
EROSION CONTROL MATTING
TABLES
MT. CARMEL SUBDIVISION
TINY FARMS SUBDIVISION
UNE
BEGIN STA
END STA. MATTING TYPE
LINE
BEGIN STA
END STA
MATTING TYPE
A
+00
4+50
STRAW NETTING
N
0+30
10+00
STRAW NETTING
A
4+50
6+50
FXCEL IOR
N
10+00
11+00
EXCELSIOR
A
6+50
7+30
STRAW NETTING
N
11+00
25+00
STRAW NETTING
A
7+30
6+50
EXCELSIOR
N
25+00
26+00
EXCEL NOR
A
8+50
14+55
STRAW NETTING
N
26+00
33+00
STRAW NETTING
A
14+55
23+60
MULCWGRASS
N
33+00
34+00
EXCELSIOR
A
23+
24+80
STRAW NETTING
N
34+00
39+15
STRAW NETTING
A
24+U-25+10
MULCH/GRASS
I
1 0+00
1 2+85 1
A
25+10
49+00
STRAW NETTING
O
0+00
2+00
STRAW NETTING
A
49*00
53+30
EXCELSIOR
O
2+00
9+00
MULCH/GRASS
STRAW NETTING
K
1 2+65
1 3+00
O
9+00
21+00
STRAW NETTING
B
0+00
16+29
STRAW NETTING
O
21+00
22+95
EXCELSIOR
C
1 0+00
1 9+65 1
STRAW NETTING
D
1 0+00
1 9+00 1
STRAW NETTING
+5
3+07 1
MULCH/GRASS
E
1 0+00
1 9+80 1
MULCWGRASS
S
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0+50
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F
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2+85
MULCW RASS
F
2+85
5+00
STRAW NETTING
F+00
2+85
8+00
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11+50
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1 13+20
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1 4+WJ I
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1 3+35 1
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I
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1 2+85 1
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J
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1 2+00 1
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K
I 0+00
2+651
STRAW NETTING
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1 3+00
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L
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1 3+00
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M
1 0+000*95
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M
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401 4TH STREET SW
SUITE 201
HICKORY, NO 28602
(I)B28-327{6911
(08283279/64
W W W.WKDICKSON.COM
NC DCENSE NO.F-0374
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20150198.00.1-11
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DICKSON
Commu' iNreslruclwe coricuBArRs
401 4TH STREET SW
SUITE 201
HICKORY, NO 28602
(I)B28-327{6911
(08283279/64
W W W.WKDICKSON.COM
NC DCENSE NO.F-0374
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DRAWN BY: CH/NS
PROJ. DATE: JAN 2017
DRAWING NUMBER:
D.5 OF 49
WKD PROJ. NO.:
20150198.00.1-11

1
2"x2"x36" WOODEN STAKES EXCESS SOCK MATERIAL ./ DRAWN IN AND TIED OFF
PLACED 5' O.C. CROSS / TO 2"x2" WOODEN STAKE,
PATTERN ABOVE SOCK (TYP.)
FILTER SOCK /
ppb RDAD
y 2"x2"x36" WOODEN
FLOW 9��GR/ NONK 48x18 flOPO WOR" NSE o
STAKES PLACED P?j COARSE AGGREGATE-
5'0.C.
GGREGATE-5'O.C. CROSS PATTERN'x STONE SIZE = 2"-3' ROADMrORK se'x 8•
R' y CULVERT PIPE ABOVE SOCK
ROADWAY
6" THICK
12" MIN MINIMUM
8" FILTER SOCK ' WORN AREA 3 OR MORE FEET
FROM EDGE OF
SOCK STAKING CULVERT INLET- PLANMAINTENANCE: Sp• NOTE-
NOT
OTE NOT TO SCALE M�iV S ALL WARNING SIGNS SMALL BE A MINIMUM OF 48' x 48' AND REFLECTORIZED WHEN USED AT NIGHT.
EXCESS SOCK MATERIAL MAINTAIN THE GRAVEL PAD IN A CONDITION TO Jp(iYS�(E ROAD CLASSIFICATION A
PREVENT MUD OR SEDIMENT FROM LEAVING THE
DRAWN IN AND TIED OFF 5�� URBAN(40MPHOR LESS) im'
CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC Q�
TO 2"x2" WOODEN URBAN (45 MPH OR GREATER) 350'
1 CURB STAKE, (TYP.) TOPDRESSING WITH 2 -INCH STONE. AFTER EACH RURAL 5w1 RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP
SEDIMENT AND CLEAN IT OUT AS NECESSARY. OFF—HIGHWAY CONSTRUCTION SIGNAGE LAYOUT
fj CURB IMMEDIATELY REMOVE ALL OBJECTIONABLE
NOT TOSGNE
MATERIALS SPILLED, WASHED, OR TRACKED ONTO
PUBLIC ROADWAYS.
l�A ,I STORM GRATE I TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
NOT TO SCALE
500' Soo'
200't
WIRE TIES, (TYP.) Fucww
STORM GRATE FLAGMAN
8" FILTER SOCK8TM
8" FILTER SOCK 200't 1020T FLAGMAN ROADWAY
ROAD WORK ° a 80-x 24'
DRAIN INLET- PLAN OPTION "A" PLAN OPTION "B" PLAN ROADWAY10:1 TAPER I yeNR°u Km
,. ® RL>AD vuoMAN
2Wo
CURB 8"
EXESS SOCK MATERIAL TO _ FILTER SOCK SECURE MAN WX 24" MINS CONES
TRAFFIC ° I
8" FILTER SOCK FLAG
BE DRAWN IN AND TIED OFF / TO GRATE WITH RUBBER ROADENG WORK TRAFFIC
2"x2" WOODEN STAKE ROAD oNEIANE FucMAN
TIE DOWNS woaK RDAD nHEAo CONES CONES
AHEAD AHEAD
100' 1/2 MILE MAX. 100' WARNING SIGN SEQUENCE IN
1�- - -OPPOSITE DIRECTION SAME AS 1 FLAGMAN
t CATCH C B A MAX. WORK AREA 200'x MAX. SHOWN ABOVE }
CATCH _ - -
BASIN WARNING SIGN SEQUENCE IN OPPOSITE DIRECTION SAME AS SHOWN ABOVE
i r _ r; BASIN NOTE: _ Jy�.. Q� FUGR�
ALL WARNING SIGNS SHALL BE A MINIMUM OF 48' x 48" AND REFLECTORIZED WHEN USED AT NIGHT.
ROAD CLASSIFICATION A B C
DRAIN INLET- SECTION CURBSIDE SECTION URBAN (40 MPH OR LESS) 100' 1o0' loo'
URBAN (45 MPH OR GREATER) 350' 350' 350' NOS.
NOTES: RURAL 500' 500' 500'
1. ALL MATERIAL TO MEET SPECIFICATIONS. ALL WARNING SIGNS SHALL BE A MINIMUM OF
2. FILTER MEDIA FILL TO MEET APPLICATIONS REQUIREMENTS.
ON -HIGHWAY CONSTRUCTION SIGNAGE LAYOUT /8'x48 AND REFLECTORIZED WHEN USED AT NIGHT.
3. COMPOST MATERIAL TO BE DISPERSED ON SITE, AS DETERMINED BY ENGINEER. NOT TO SCALE
SIGNAGE LAYOUT FOR CONSTRUCTION IN AN INTERSECTION
INLET PROTECTION NoTTosmE
NOT TO SCALE
MAINTENANCE
DURING THE ESTABLISHMENT PERIOD, CHECK GRASS -LINED CHANNELS AFTER EVERY
RAINFALL. AFTER GRASS IS ESTABLISHED, PERIODICALLY CHECK THE CHANNEL;
CHECK IT AFTER EVERY HEAVY RAINFALL EVENT. IMMEDIATELY MAKE REPAIRS. IT IS
PARTICULARLY IMPORTANT TO CHECK THE CHANNEL OUTLET AND ALL ROAD
CROSSINGS FOR BANK STABILITY AND EVIDENCE OF PIPING OR SCOUR HOLES.
REMOVE ALL SIGNIFICANT SEDIMENT ACCUMULATIONS TO MAINTAIN THE DESIGNED
CARRYING CAPACITY. KEEP THE GRASS IN A HEALTHY, VIGOROUS CONDITION AT ALL
TIMES, SINCE IT IS THE PRIMARY EROSION PROTECTION FOR THE CHANNEL.
INSPECT CHANNELS AT REGULAR INTERVALS AS WELL AS AFTER MAJOR RAINS AND
MAKE REPAIRS PROMPTLY. GIVE SPECIAL ATTENTION TO THE OUTLET AND INLET
SECTIONS AND OTHER POINTS WHERE CONCENTRATED FLOW ENTERS. CAREFULLY
CHECK STABILITY AT ROAD CROSSINGS AND LOOK FOR INDICATIONS OF PIPING,
SCOUR HOLES OR BANK FAILURES. MAKE REPAIRS IMMEDIATELY. MAINTAIN ALL
VEGETATION ADJACENT TO THE CHANNEL IN A HEALTHY, VIGOROUS CONDITION TO
PROTECT THE AREA FROM EROSION AND SCOUR DURING OUT -OF -BANK FLOW.
1.6 LBS/SF MIN. SHEAR STRESS STRAW
BLANKET OR APPROVED EQUAL, INSTALL
PER MANUFACTURER'S RECOMMENDATION
V -DITCH W/ MATTING
DWK
DICKSON
m1myummYwm
401 4TH STREET SW
SUNE 201
HICKORY, NC 28M
108283278911
M828 -V7-9164
W W W.VMICKSON.COM
NO LICENSE NO.F-0374
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DRAWN BY: CH/NS
PRO,(. DATE: JAN 2017
DRAWING NUMBER:
D.6 OF 49
WKD PROJ. NO.:
20150198.00.HI

C7twl
2.0'
1
Li.
CREEK CROSSING STABILIZATION
NOT TO SCALE
CHANNEL SEEDING
CONSTRUCTION NOTES:
1, EACH RIP RAP PLACEMENT SHALL BE BEDDED IN LAYER OF FILTER
1. INSTALL EROSION CONTROL
EROSION CONTROL MATTING
FABRIC. PLACEMENT OF RIP RAP SHALL IMMEDIATELY FOLLOW THE
-RYE (GRAN) @ 120 LBMCRE
PROTECTION AS SHOWN ON
PLAN. THE CONTRACTOR MAY
PLACEMENT OF THIS LAYER. KEEP VOIDS TO A MINIMUM AND FORM A DENSE
MODIFY OR RELOCATE EROSION
SUMMER
WELL GRADED MASS OF STONE. DO NOT DISLODGE THE UNDERLYING
-GERMAN MILLET @ 40 LBIACRE
ADIUS7MENTS FOR
UNFORESEEN FlELD IONS.
BASEOF FABRIC WHEN PLACING STONE.
ALLHA
ALL RELOCATION SHALL HAVE
2. MAXIMUM SLOPE OF THE CHANNEL BANK SHALL NOT EXCEED 1.0
FALL
ECLANORNEEM0.
HORIZONTAL TO 1.0 VERTICAL. FINISHED GRADE OF THE RIP RAP IS
--
FILTER FABRIC
TOBLEND WITH THE SURROUNDING AREA.
MI
PERMANENT RIPARIAN SEED X (IDEALLY PLANTED EITHER
3. STABILIZE GRADED BANKS WITH
AUG -SEPT OR MARAPR)
�l
-REOTOP @ 7 LHIACRE
3. INSPECT RIP RAP PERIODICALLY FOR SCOUR OR DISLODGED
- MI TCH GRASS @ 50 UNACRE
S. INSTALL PLANTS AS DESCRIBED
STONES(ESPECIALLY AFTER SEVERE STORMS) AND WEED BRUSH GROWTH.
IN PLANTING NOTES ON THIS
ROCK TOE
4. THE MINIMUM THICKNESS OF THE RIP RAP LAYER SHALL BE 24 INCHES OF
CLASS B.
EXIST BANK ������..
� (CLASS B)
ALTERNATIVE SPECIES MAYBE USED UPON APPROVAL BY
THE ENGINEER
MATCH EXISTING STREAM BED GRADE
2.0'
1
Li.
CREEK CROSSING STABILIZATION
NOT TO SCALE
CHANNEL SEEDING
CONSTRUCTION NOTES:
TEMPORARY SEED MIX
1. INSTALL EROSION CONTROL
LATE YANTERIEARLY SPRING
MEASURES AND TREE
-RYE (GRAN) @ 120 LBMCRE
PROTECTION AS SHOWN ON
PLAN. THE CONTRACTOR MAY
MODIFY OR RELOCATE EROSION
SUMMER
CONTROL MEASURES TO MAKE
-GERMAN MILLET @ 40 LBIACRE
ADIUS7MENTS FOR
UNFORESEEN FlELD IONS.
SUDMGRA99@50 UNACRE (ASA SUBSTITUTE)
ALLHA
ALL RELOCATION SHALL HAVE
THE APPROVAL OF THE
FALL
ECLANORNEEM0.
-RYE(GRAIN)@120 UNACRE
2. CAND GRUB AREA L
VASIVE
TRASH AND D(OTICIENABNE
vecETAnon.
MI
PERMANENT RIPARIAN SEED X (IDEALLY PLANTED EITHER
3. STABILIZE GRADED BANKS WITH
AUG -SEPT OR MARAPR)
SEED AND MULGL
-REOTOP @ 7 LHIACRE
4. INSTALL COIR FIBER IMT PER
MANUFACTURER`S INSTRUCTION.
- MI TCH GRASS @ 50 UNACRE
S. INSTALL PLANTS AS DESCRIBED
SEDGE @ 10 LBIACRE
IN PLANTING NOTES ON THIS
-RICE CUTGRASS @ 20 L&ACRE
SHEET.
NOM
ALTERNATIVE SPECIES MAYBE USED UPON APPROVAL BY
THE ENGINEER
STREAM STABILIZATION NOTES
NOT TO SCALE
GRAVEL SUBSTRATE
50 / 50 MIX OF IN SITU SOIL AND # 5 STONE
- TOP OF BANK _
FLOW
B
OF BANK
A
GRADE CONTROL ROCK
50
150 MIX
EROSION CONTROL MATTING
Z3
�
O
X(.
w p
I m
MAXIMUM
- WIDTH OF DISTURBANCE
LIMITED TO 15'
A
STREAM BED CONTROL -PLAN VIEW
MATCH EXISTING CHANNEL FULLBANK WIDTH—
BANKFULL ELEVATION
04
1.5' MIN. INVERT SET AT PROFILE
_ -7
CLASS B / 1 RIP RAP
CONTROL MATTING
GRADE �,q.•*
FILTER-_'
FABRIC TYP.
GRAVEL SUBSTRATE GRADE CONTROL ROCK
50 / 50 MIX OF IN SITU SOIL 50 / 50 MIX CLASS B 11 RIP RAP
AND # 5 STONE
STREAM BED CONTROL - SECTION A -A
BANKFULL ELEVATION
R()TT()M T)F RIFFI F
FILTER --
FABRIC GRAVEL SUBSTRATE
50 / 50 MIX OF IN SITU SOIL GRADE CONTROL ROCK
AND # 5 STONE 50160 MIX CLASS B 11 RIP RAP
STREAM BED CONTROL - PROFILE B B
STREAM BED CONTROL DETAIL
NOT TO SCALE
[Bjjl
PRIOR TO ANY LAND DISTURBING ACTIVITIES, CONTRACTOR SHALL CLEARLY
MARK WITH ORANGE FABRIC FENCING ALL WETLANDS, STREAMS, SURFACE
WATERS, AND RIPARIAN BUFFERS LOCATED ON THE PROJECT SITE WHERE
IMPACTS ARE NOT ALLOWED.
NO CKSON
401 4TH STREET SW
SURE 201
HICKORY, NO 28802
(1)828327.8011
M828-3274164
W W W.WKDICKSON.COM
NC LICENSE NO. 74
PRO SEAL
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PRO,, DATE: JAN 2017
DRAWING NUMBER:
D.7 OF 49
WKD PROJ. NO.:
20150198.007HI
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