20150143 Ver 1_401 Application_20150215

fez
hdnnc com
January 30, 2015
U S Army Corps of Engineers
Asheville Regulatory Office
151 Patton Avenue, Room 208
Asheville, NC 28801 -5006
N C Division of Water Resources
401 & Buffer Permitting Unit
1650 Mail Service Center
2 0 1 5 0 1 4 3
M__
DENR•tNA7E_R Rc50URCES
401 & BUFFER PERMITTING
Raleigh, NC 27699 -1650
Subject: Nationwide No. 12 / General Water Quality Certification No. 3884 Approval
Preliminary Jurisdictional Determination
Murray Basin Sanitary Sewer Project
Catawba County, North Carolina
To Whom It May Concern
HDR, on behalf of the City of Hickory (City), is submitting a preliminary jurisdictional
determination and Pre - Construction Notification (PCN) application for Section 404/401
approval through the U S Army Corps of Engineers (USACE) Nationwide Permit (NWP)
12 and N C Division of Water Resources (NCDWR) Water Quality Certification (WQC) No
3884 for construction activities associated with the Murray Basin Sanitary Sewer Project in
Catawba County (Figures 1 and 2)
The City owns and operates a collection system and two wastewater treatment plants
(Henry Fork and Northeast) Murray Basin, located in the collection system, is reaching
capacity and sections of the existing infrastructure are aging The City proposes to redirect
flow in Murray Basin by constructing approximately 16,000 linear feet of 12 -inch force
main, 4,500 linear feet of 12 -inch gravity sewer, 3,500 linear feet of 4 -inch force main, and
two pump stations to convey flow from the Murray Basin to the Henry Fork Wastewater
Treatment Plant for treatment
Jurisdictional Waters of the U.S.
HDR reviewed the proposed alignment for jurisdictional waters of the U S under Section
404 of the Clean Water Act The project area was examined according to the methodology
400 South Church Street Suites 900 & 1000, Charlotte, NC 28202 -2075
T 704 338 6700 F 704 338 6760

January 30, 2015
Page 2
described in the USACE 1987 Wetland Delineation Manual, USACE Post - Rapanos
guidance, the recent USACE Regional Supplement, and the NCDWR Guidance On -site
reconnaissance, conducted in July 2014, revealed that the project crosses several named
jurisdictional streams and tributaries within the proposed project area (Figure 3) No
jurisdictional wetlands were identified within the proposed project area The completed
USACE Stream Quality Assessment Worksheets, USACE Wetland Determination Data
Form, NCDWR Stream Identification Forms and representative photographs are attached
Table 1 provides a summary of the delineated features
Table 1. Summary of Waters of the U.S.
Impacts to Jurisdictional Waters
The proposed sewer lines were aligned to avoid and minimize impacts to jurisdictional
streams and wetlands Each crossing will be installed at near perpendicular angles to the
existing stream to reduce impacts to channels and riparian areas The proposed gravity
sewer and force main will be directionally drilled beneath Clark Creek Eight stream
crossings will consist of an approximate 5- foot -wide open -cut trench excavation, followed
by placement of pipe buried greater than 12 inches below the existing stream beds,
resulting in approximately 40 linear feet (If) of temporary impacts Eight temporary "culvert
style" stream crossings will be installed for a duration not to exceed 4 months, resulting in
approximately 160 If of temporary impact A pump around with check dams will be utilized
during the installation of the permanent and temporary stream crossings in order to work in
the dry, resulting in approximately 285 If of temporary impacts Five permanent "ford style"
Estimated
Amount of
Class of
Site Name
Latitude
Longitude
Classification
Cowardin
Aquatic
Aquatic
Classification
Resource in
Resource
the Review
Area
S1 (Herman
RPW
300
non section 10
Branch
35 727
-81 247
(perennial)
R3UB1
feet
— non -tidal
S2 (Lyle
35 724
-81 257
RPW
R3UB1
100
non section 10
Creek
(perennial)
feet
— non -tidal
S3 (UT to
35 723
-81 258
RPW
R3UB1
200
non section 10
Lyle Creek
(perennial)
feet
— non -tidal
S4 (UT to
35 715
-81 274
RPW
R3UB1
100
non section 10
Miller Branch
(perennial)
feet
— non -tidal
S5 (UT to
35 717
-81 272
RPW
R4UB2
100
non section 10
Miller Branch
(Seasonal)
feet
— non -tidal
S6 (UT to
35 713
-81 274
RPW
R3UB2
100
non section 10
Miller Branch
(perennial)
feet
— non -tidal
S7 (UT to
RPW
100
non section 10
Miller Branch
35 711
-81 273
(Seasonal)
R4UB2
feet
— non -tidal
S8 (Clark
35 708
F-81 273
RPW
R3UB1
100
non section 10
Creek
erennial
linear feet
—non -tidal
Impacts to Jurisdictional Waters
The proposed sewer lines were aligned to avoid and minimize impacts to jurisdictional
streams and wetlands Each crossing will be installed at near perpendicular angles to the
existing stream to reduce impacts to channels and riparian areas The proposed gravity
sewer and force main will be directionally drilled beneath Clark Creek Eight stream
crossings will consist of an approximate 5- foot -wide open -cut trench excavation, followed
by placement of pipe buried greater than 12 inches below the existing stream beds,
resulting in approximately 40 linear feet (If) of temporary impacts Eight temporary "culvert
style" stream crossings will be installed for a duration not to exceed 4 months, resulting in
approximately 160 If of temporary impact A pump around with check dams will be utilized
during the installation of the permanent and temporary stream crossings in order to work in
the dry, resulting in approximately 285 If of temporary impacts Five permanent "ford style"

January 30, 2015
Page 3
stream crossings will be Installed Immediately after the "culvert style" crossing Is removed
In order to provide maintenance road access These ford crossings will result in
approximately 100 If of permanent fill Impacts to jurisdictional streams A summary of the
Impacts are Included In Table 2
Table 2. Summary of Impacts to Waters of the U.S.
Stream
Sheet
Stream
Temporary
Permanent
Impact
(station)
Name
Type of Impact
" Impacts
'
Impacts
ID
(linear feet )
(linear feet
FILL (CHECK DAM)
5
EXCAVATION
5
DEWATERING
30
S1
03C -05
Herman
FILL (CULVERT- STYLE-
(46 +08)
Branch
CROSSING
20
FILL (FORD STYLE
20
CROSSING
FILL (CHECK DAM)
5
03C -03
Herman
EXCAVATION
5
DEWATERING
30
S2
(17 +25)
Branch
FILL (CULVERT- STYLE-
20
CROSSING
FILL (CHECK DAM)
5
02C -04
Herman
EXCAVATION
5
DEWATERING
30
S3
(3 +20)
Branch
FILL (CULVERT- STYLE-
20
CROSSING
FILL (CHECK DAM)
5
02C -08
EXCAVATION
5
DEWATERING
30
S4
(41 +87)
Lyle Creek
FILL (CULVERT- STYLE-
20
CROSSING
FILL (CHECK DAM)
5
EXCAVATION
5
DEWATERING
30
S5
02C -09
UT to Lyle
FILL (CULVERT- STYLE-
20
(51 +68)
Creek
CROSSING
FILL (FORD STYLE
20
CROSSING
FILL (CHECK DAM)
5
EXCAVATION
5
02C -16
UT to Miller
DEWATERING
30
S6
(116 +08)
Branch
FILL (CULVERT- STYLE-
CROSSING
20
FILL (FORD STYLE
20
CROSSING

January 30, 2015
Page 4
Stream
Sheet
Stream
Temporary
Permanent
Impact
pact
(station)
Name
Type of Impact
Impacts
Impacts-
ID
linear feet)
(linear feet)
FILL (CHECK DAM)
5
EXCAVATION
5
S7
CO2 -17
UT to Miller
DEWATERING
30
FILL (CULVERT- STYLE-
(119 +71)
Branch
CROSSING
20
FILL (FORD STYLE
20
CROSSING
FILL (CHECK DAM)
5
EXCAVATION
5
DEWATERING
30
S8
CO2 -17
UT to Miller
FILL (CULVERT- STYLE-
(128 +50)
Branch
CROSSING )
20
FILL (FORD STYLE
20
CROSSING
S9
02C -18
UT to Miller
FILL (CHECK DAM)
5
135 +66
Branch
S10
02C -20
Clark Creek
NONE (DIRECTIONAL
0
0
151 +32
BORE
Total Impacts-
485
100
Stream beds will be returned to their pre - construction elevation following excavation and
placement of pipe at the stream crossings Stream banks will be sloped back, seeded and
matted with erosion control material The "ford style" stream crossings will be buried at the
existing stream bed elevation and temporary "culvert style" crossing will be installed at an
elevation and slope to allow for aquatic life movement and not to restrict flows Sediment
and erosion control measures will be employed prior to construction and inspected and
maintained throughout the duration of the project The NWP 12 does not require
compensatory mitigation for permanent stream impacts less than 150 If
Agency Correspondence
Cultural Resources
HDR reviewed the National Register of Historic Places (NRHP) GIS database and found
no known structures or historic districts located within the Project Area Correspondence
(dated December 23, 2014) was sent to the N C State Historic Preservation Office
(SHPO) requesting information on historic /cultural resources that may be Impacted by the
proposed project A concurrence letter from SHPO was received on January 27, 2015 (see
attached)

January 30, 2015
Page 5
Federally Protected Species
HDR obtained an updated species lists for Catawba County from the U S Fish and
Wildlife's (USFWS) website (http / /www fws gov /raleigh /species /cntylist/catawba html)
which was last updated on November 4, 2014 Table 3 represents the species under
federal protection in Catawba County Other species have been classified as federal
species of concern and are not subject to consultation
Table 3. Federally Protected Species for Catawba County, North Carolina.
Common Name
Scientific Name
Federal Status
Habitat Present
Bald eagle
Haliaeetus leucocephalus
BGPA
No
Dwarf- flowered heartleaf
Hexastylis naniflora
T
Yes
Schweinitz's sunflower
Hehanthus schweinitzu
E
Yes
Northern long -eared bat
Myotis septentnonahs
P
Yes
E - Endangered A taxon "in danger of extinction throughout all or significant portion of its range "
T — Threatened A taxon "likely to become endangered within the foreseeable future throughout all or a
significant portion of its range
P — Proposed Taxa proposed for official listing as endangered or threatened
BGPA — Bald and Golden Eagle Protection Act
HDR conducted an onsite visit and determined that the site does not exhibit habitat for the
bald eagle (Hahaeetus leucocephalus) which is protected under the Bald and Golden
Eagle Protection Act However, the project area includes habitat suitable for Schweinitz's
sunflower (Helianthus schwemitzn) listed as federally endangered within the existing sewer
line right of ways and open woodlands Species surveys were conducted for this species
in November 2014 and no individuals were identified
HDR Identified a population of Hexastylis near the proposed project along the northwest
facing slope south of Tate Boulevard SE In July 2014 A species determination was not
confirmed since it was outside of Its flowering window The North Carolina Natural
Heritage Program (NCNHP) Element Occurrence database and GIS layer Identified this
area as a known dwarf- flowered heartleaf ( Hexastylis naniflora) population A GPS unit
was used to collect the boundary extent of the Identified Hexastylis population (Figure 4)
The proposed project was aligned along the fill slope of Tate Road to avoid this
population The boundaries will be overlaid on plan set and a brightly colored fence will be
Installed the field to Identify the population extent before construction commences
The project area also contains habitat for the northern long -eared bat (Myotis
septentrionalis) within forested intact areas throughout the proposed construction corridor
On January 16, 2015 the USFWS's entered a proposal In the Federal Register title "Listing

January 30, 2015
Page 6
the Northern Long -Ear Bat With a Rule Under Section 4(d) of the Act" A conservation
measure included in the proposed 4(d) rule states that incidental take from forest clearing
activities will not be prohibited if the activity is conducted in a manner that avoids cutting or
destroying known, occupied maternity roost trees during the pup season (June 1 -July 31)
In compliance with the proposed 4(d) rule, HDR will not clear intact forested areas
between May 15 and August 15 to minimize potential impacts to the northern long -eared
bat
Correspondence (January 30, 2015) was sent to the USFWS requesting comments on any
possible issues that may emerge with respect to endangered species, migratory birds, or
other resources from the proposed construction activities To date, no response has been
received, but when a response is received, we will forward it promptly
We are hereby requesting a preliminary jurisdictional determination for delineated waters
of the U S and authorization to construct the proposed Project under a Section 404 NWP
12 and Section 401 WQC No 3884 If you have any questions or require additional
information after your review of the enclosed information, please contact me at (704) 973-
6878 or enc mularskia -hdnnc com
Respectfully,
HDR Engineering, Inc of the Carolinas
Eric Mularski, PWS
Environmental Scientist
Attachments Agent Authorization Form
Pre - Construction Notification
Figure 1 Project Location
Figure 2 U S Geological Survey Quadrangles
Figure 3 Jurisdictional Waters of the U S
Figure 4 NRCS Soils Survey
Project Plans
Request for Preliminary Jurisdiction Determination Form
NCDWR Stream Identification Form
USACE Stream Quality Assessment Form
USACE Wetland Determination Data Form
Project Photographs
SHPO Concurrence Letter

January 30, 2015
Page 7
cc Kevin Greer — City of Hickory
Matt Shultz, PE — HDR

AGENT AUTHORIZATION FORM
I, Mick W Berry, representing the City of Hickory, hereby certify that I have authorized Eric Mularski, representing HDR
Engineering, Inc of the Carolinas, to act on my behalf and take all actions necessary to the processing and issuance of the
Section 404/401 permits associated with the Murray Basin Sanitary Sewer Project located in Catawba County, North
Carolina
We hereby certify that the information submitted in this application is true and accurate to the best of our knowledge
Mick W. Berry
Applicant's Name
Applicant's Signature
Date
Atte , Gl .. J 9n, -
Debbie D Miller
City Clerk
Eric Mularski
Agent's Name
L-11U
Agent's Signature
12/19/2014
Date
hdrmc com
400 South Church Street Suites 900 &1000, Charlotte NC 28202 -2075
T 704 338 6700 F 704 338 6760

WjATF�9OG
> ti
oNiii�-c
Office Use Only
Corps action ID no
DWQ project no
Form Version 1 3 Dec 10 2008
Page 1 of 15
PCN Form — Version 1 3 December 10, 2008 Version
Pre - Construction Notification (PCN) Form o �
A.
Applicant Information 11B ®3 U
201
1.
Processing
la
Type(s) of approval sought from the
Corps
BUFFER PERfOl IRC
®Section 404 Permit ❑Section 10 Permit G
1 b
Specify Nationwide Permit (NWP) number 12 or General Permit (GP) number
1 c
Has the NWP or GP number been verified by the Corps?
❑ Yes ® No
1d
Type(s) of approval sought from the DWQ (check all that apply)
® 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification
❑ Yes ® No
For the record only for Corps Permit
❑ Yes ® No
1f
Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program
❑ Yes ® No
1 g
Is the project located in any of NC's twenty coastal counties If yes, answer 1 h
below
❑ Yes ® No
1 h
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes ® No
2.
Project Information
2a
Name of project
Murray Basin Sanitary Sewer Project
2b
County
Catawba
2c
Nearest municipality / town
Hickory
2d
Subdivision name
N/A
2e
NCDOT only, T I P or state
project no
3.
Owner Information
3a
Name(s) on Recorded Deed
See attached plans containing parcel boundaries and property owner information
3b
Deed Book and Page No
3c
Responsible Party (for LLC if
applicable)
3d
Street address
3e
City, state, zip
3f
Telephone no
3g
Fax no
3h
Email address
Page 1 of 15
PCN Form — Version 1 3 December 10, 2008 Version

4
Applicant Information (if different from owner)
4a
Applicant is
❑ Agent ® Other, specify Municipality
4b
Name
Kevin Greer
4c
Business name
(if applicable)
City of Hickory
4d
Street address
P O Box 392
4e
City, state, zip
Hickory, NC 28603
4f
Telephone no
828 323 7427
4g
Fax no
4h
Email address
kgreer hickorync gov
5.
Agent/Consultant Information (if applicable)
5a
Name
Eric Mularski, PWS
5b
Business name
(if applicable)
HDR Engineering, Inc of the Carolinas
5c
Street address
440 South Church Street, Suite 1000
5d
City, state, zip
Charlotte, NC 28105
5e
Telephone no
704 973 6878
5f
Fax no
704 338 6760
5g
Email address
Eric mularski(a)_hdnnc com
Page 2 of 15

B.
Project Information and Prior Project History
1.
Property Identification
1a
Property identification no (tax PIN or parcel ID)
See attached
1 b
Site coordinates (in decimal degrees)
Latitude 35 72426 Longitude -81 25397
(DD DDDDDD) ( -DD DDDDDD)
1c
Property size
The project area is approximately 53 acres
2.
Surface Waters
Lyle Creek
2a
Name of nearest body of water (stream, river, etc) to
Herman Branch
proposed project
Miller Branch
Clark Creek
Lyle Creek - C
2b
Water Quality Classification of nearest receiving water
Herman Branch - C
Miller Branch - C
Clark Creek - C
2c
River basin map is available at
Catawba (HUCs 03050101 & 03050102)
http Hh2o enr state nc us /adman /maps/
Page 3 of 15
PCN Form — Version 1 3 December 10, 2008 Version

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
According to GIS -based land use cover classification, the Project area occurs mainly in forested riparian areas In some
locations the proposed line is adjacent to roadways or though residential, commercial or industrial areas These land
uses are consistent with aerial imagery and recent onsite visits
3b List the total estimated acreage of all existing wetlands on the property
There were no wetlands identified /delineated within the project area
3c List the total estimated linear feet of all existing streams (intermittent and perennial) on the property
Approximately 900 linear feet (If) of intermittent stream and approximately 200 If of perennial stream were identified within
or near by the proposed project including
- 300 If of perennial Stream 1 (Herman Branch)
- 100 If of perennial Stream 2 (Lyle Creek)
- 200 If of perennial Stream 3 (UT to Lyle Creek)
- 100 If of perennial Stream 4 (UT to Miller Branch)
- 100 If of intermittent Stream 5 (UT to Miller Branch)
- 100 If of perennial Stream 6 (UT to Miller Branch)
- 100 If of intermittent Stream 7 (UT to Miller Branch)
- 100 If of perennial Stream 8 (Clark Creek)
3d Explain the purpose of the proposed project
The City of Hickory identifies this project as a basis for future collection system stability while also delivering additional
nutrients to an existing WWTP The City owns and operates a collection system and two wastewater treatment plants (Henry
Fork and Northeast) Murray Basin, located in the collection system, is reaching capacity and sections of the existing
infrastructure are aging The City proposes to redirect flow in the Basin to Henry Fork WWTP for treatment
3e Describe the overall project in detail, including the type of equipment to be used
The City proposes to redirect flow in Murray Basin by constructing approximately 16,000 linear feet of 12 -inch force main,
4,500 linear feet of 12 -inch gravity sewer, 3,500 linear feet of 4 -inch force main, and two a pump stations to convey flow from
Murray Basin to Henry Fork Wastewater Treatment Plant for treatment Standard construction equipment will be used, such
as excavators, backhoes, hauling trucks, etc
4. Jurisdictional Determinations
4a Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
El Yes ®No El Unknown
project (including all prior phases) in the pasty
Comments
4b If the Corps made the jurisdictional determination, what type
❑ Preliminary ❑ Final
of determination was made?
4c If yes, who delineated the jurisdictional areas?
Agency /Consultant Company
Name (if known)
Other
4d If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation
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
Page 4 of 15

6. Future Project Plans
6a Is this a phased project? ❑ Yes ® No
6b If yes, explain
Page 5 of 15

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
Area of impact
Permanent (P) or
(if known)
DWQ — non -404, other)
(acres)
Temporary T
W1 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W2 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W3 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W4 [_1 P ❑ T
El Yes
El Corps
❑ No
❑ DWQ
W5 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W6 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
2g. Total wetland impacts
00
2h Comments No wetlands are to be impacted by the project
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted
3a
3b
3c
3d
3e
3f
3g
Stream impact
Type of impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
number -
(PER) or
(Corps - 404, 10
stream
length
Permanent (P) or
intermittent
DWQ — non -404,
width
(linear
Temporary (T)
(INT)?
other)
(feet)
feet)
S1 ®P ❑ T
Fill
(Ford Style
Herman Branch
® PER
® Corps
6
20
Stream Crossing)
( Stream 1 )
El INT
® DWQ
S1 ❑ P ®T
Fill (check dam),
excavation &
Herman Branch
® PER
® Corps
6
60
dewatenng
( Stream 1 )
E:1 INT
® DWQ
Fill (check dam&
S2 ❑ PH T
culvert-style
crossing),
Herman Branch
® PER
® Corps
6
60
excavation &
( Stream 1 )
❑ INT
® DWQ
dewatenng
Fill (check dam&
S3 ❑ P ® T
culvert-style
crossing),
Herman Branch
® PER
® Corps
6
60
excavation &
(Stream 1)
❑ INT
® DWQ
dewatenng
S4 ❑ P ®T
Fill (check dam&
Lyle Creek
® PER
® Corps
15
60
culvert-style
(Stream 2)
❑ INT
® DWQ
Page 6 of 15

Page 7 of 15
crossing),
excavation &
dewatenng
S5 ®P ❑ T
Fill
(Ford Style
UT to Lyle Creek
❑ PER
® Corps
2
20
Stream Crossing)
(Stream 3)
® INT
® DWQ
Fill (check dam&
S5 ❑ P ® T
culvert-style
crossing),
UT to Lyle Creek
❑ PER
® Corps
2
60
excavation &
( Stream 3 )
® INT
® DWQ
dewatenng
S6 ® P [:IT
Fill
(Ford Style
UT to Miller
® PER
® Corps
4
20
Stream Crossing)
Branch (Stream 4)
E:1 INT
®DWQ
Fill (check dam&
S6 ❑ P ®T
culvert-style
crossing),
UT to Miller
® PER
® Corps
4
60
excavation &
Branch (Stream 4)
❑INT
®DWQ
dewatenng
S7 ®P [:IT
Fill
(Ford Style
UT to Miller
® PER
® Corps
6
20
Stream Crossing)
Branch (Stream 4)
El INT
®DWQ
Fill (check dam&
S7 ❑ P ®T
culvert-style
crossing),
UT to Miller
® PER
® Corps
6
60
excavation &
Branch (Stream 4)
El INT
®DWQ
dewatenng
S8 ®P ❑ T
Fill
(Ford Style
UT to Miller
® PER
® Corps
4
20
Stream Crossing)
Branch (Stream 6)
El INT
[_1 DWQ
Fill (check dam&
S8 ❑ P ®T
culvert-style
crossing),
UT to Miller
® PER
® Corps
4
60
excavation &
Branch (Stream 6)
❑ INT
® DWQ
dewatenng
S9 ❑ P ®T
Fill
UT to Miller
❑ PER
® Corps
3
5
(Check dam)
Branch (Stream 7)
® INT
® DWQ
S10 ❑ P ❑ T
Directional Bore
Clark Creek
® PER
® Corps
30
0
(Stream 8)
❑ INT
® DWQ
3h Total stream and tributary impacts
585
31 Comments
The proposed sewer lines were aligned to avoid and minimize impacts to jurisdictional streams and wetlands Each crossing
will be installed at near perpendicular angles to the existing stream to reduce impacts to channels and riparian areas The
proposed gravity sewer and force main will be directionally drilled beneath Clark Creek Eight stream crossings will consist of
an approximate 5 foot wide open cut trench excavation, followed by placement of pipe buried greater than 12 inches below the
existing stream beds, resulting in approximately 40 linear feet (If) of temporary impacts Eight temporary "culvert style" stream
crossing will be installed for a duration not to exceed 4 months, resulting in approximately 160 If of temporary impact A pump
around with check dams will be utilized during the installation of the permanent and temporary stream crossings in order to
work in the dry, resulting in approximately 285 If of temporary impacts Five permanent "ford style" stream crossings will be
installed immediately after the "culvert style" crossing is removed and maintenance road access resulting in approximately 100
If of permanent fill impacts to jurisdictional streams
Page 7 of 15

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U S then individually list all open water impacts below
4a
4b
4c
4d
4e
Open water
Name of waterbody
impact number —
(if applicable)
Type of impact
Waterbody type
Area of impact (acres)
Permanent (P) or
Temporary T
01 ❑P ❑T
02 ❑P ❑T
03 ❑P ❑T
04 ❑P ❑T
0. Total open water impacts
4g Comments
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below
5a
5b
5c
5d
5e
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
Pond ID
Proposed use or purpose
(acres)
number
of pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
5f. Total
5g Comments
5h Is a dam high hazard permit required
❑ Yes ❑ No If yes, permit ID no
51 Expected pond surface area (acres)
5j Size of pond watershed (acres)
5k Method of construction
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below If yes, then individually list all buffer impacts
below If any impacts require mitigation, then you MUST fill out Section D of this form
6a.
❑ Neuse ❑ Tar - Pamlico ❑ Other
Project is in which protected basin?
® Catawba ❑ Randleman
6b
6c
6d
6e
6f
6g
Buffer impact
number —
Reason
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P) or
for
Stream name
mitigation
(square feet)
(square feet)
Temporary T
impact
required?
61 ❑P ❑T
❑Yes
❑ No
B2 ❑P ❑T
El Yes
❑ No
B3 ❑P ❑T
El Yes
❑ No
6h Total buffer impacts
61 Comments The project lies within the Catawba River Basin, however, it does not fall along the mainstem of the Catawba
Page 8 of 15

River or Lakes
Page 9 of 15

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 proposed sewer lines were aligned to avoid and minimize impacts to jurisdictional streams and wetlands All stream
crossings are at perpendicular angles to reduce impacts to channels and riparian areas The alignment was shifted in
places to avoid and minimize stream crossings A direction bore will be utilized at Clark Creek
b
Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques
Stream beds will be returned to their pre - construction elevation following excavation and placement of pipe at the stream
crossings Stream banks will be sloped back, seeded and matted with erosion control material The "ford style" stream
crossings will be buried at the existing stream bed elevation and temporary "culvert style" crossing will be installed an
elevation and slope to allow for aquatic life movement and not to restrict flows Sediment and erosion control measures
will be employed prior to construction and inspected and maintained throughout the duration of the project
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
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
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
❑ warm ❑ cool ❑cold
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
Page 1(f of 15
PCN Form — Version 1 3 December 10, 2008 Version

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
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
buffer mitigation? If yes, you will have to fill out this entire form — please
contact the State for more information
❑ Yes ® No
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
Zone
6c
Reason for impact
6d
Total impact
(square feet)
Multiplier
6e
Required mitigation
(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 The project will not impact the mainstem Catawba River or its Lakes
Page 11 of 15

E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
1 a
Does the project include or is it adjacent to protected riparian buffers identified
❑ Yes ® No
within one of the NC Riparian Buffer Protection Rules?
1 b
If yes, then is a diffuse flow plan included? If no, explain why
Comments The project is placement of an underground utility and will not create
❑ Yes ® No
any concentrated flows
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 The project does not increase impervious
surfaces or stormwater flows
2d
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative
description of the plan
❑ Certified Local Government
2e
Who will be responsible for the review of the Stormwater Management Plan?
❑ DWQ Stormwater Program
❑ DWQ 401 Unit
3.
Certified Local Government Stormwater Review
3a
In which local government's jurisdiction is this project?
❑ Phase II
3b
Which of the following locally - implemented stormwater management programs
❑ NSW
❑ 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
❑ 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
attached?
❑ Yes ❑ No
5.
DWQ 401 Unit Stormwater Review
5a
Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b
Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 12 of 15
PCN Form — Version 1 3 December 10, 2008 Version

F. Supplementary Information
1 Environmental Documentation (DWQ Requirement)
1a Does the project involve an expenditure of public (federal /state /local) funds or the
® Yes ❑ No
use of public (federal /state) land
11 If you answered "yes" to the above, does the protect require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes ® No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
❑ 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 ® 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
This project is intended to re -route sewer flows from the Murray Basin which is reaching capacity to the Henry Fork
Wastewater Treatment Plant No additional capacity is being provided and no further cumulative impacts are anticipated
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
n/a
Page 13 of 15
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?
El Raleigh
5c If yes, indicate the USFWS Field Office you have contacted
® Asheville
5d What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
HDR obtained and reviewed a list of federally protected species for Catawba County from the U S Fish and Wildlife Service
( USFWS) website (hap Hwww fws gov /raleigh /species /cntylist/catawba htmI , which was last updated on November 4, 2014
HDR conducted an onsite visit and determined that the site does not exhibit habitat or for the bald eagle (Haliaeetus
leucocephalus) which is protected under the Bald and Golden Eagle Protection Act However, the project area includes
habitat suitable for Schweinitz's sunflower (Helianthus schweirntzii) listed as federally endangered within the existing sewer
line right of ways and open woodlands Species surveys were conducted for this species in November 2014 and no
individuals were identified
HDR identified a population of Hexastylis near the proposed project along the northwest facing slope south of Tate Boulevard
SE in July 2014 A species determination was not confirmed since it was outside of its flowering window The North Carolina
Natural Heritage Program (NCNHP) Element Occurrence database and GIS layer identified this area as a known dwarf -
flowered heartleaf (Hexastylis narnflora) population A GPS unit was used to collect the boundary extent of the identified
Hexastylis population (Figure 4) The proposed project was aligned along the fill slope of Tate Road to avoid this population
The boundaries will be overlaid on plan set and brightly colored fence will be installed the field to identify the population extent
before construction commences
The project area also contains habitat for the northern long -eared bat (Myotis septentrionalis) within forested intact areas
throughout the proposed construction corridor On January 16, 2015 the USFWS's entered a proposal in the Federal Register
title "Listing the Northern Long -Ear Bat With a Rule Under Section 4(d) of the Act" A conservation measure included in the
proposed 4(d) rule states that incidental take from forest clearing activities will not be prohibited if the activity is conducted in a
manner that avoids cutting or destroying known, occupied maternity roost trees during the pup season (June 1 -July 31) In
compliance with the proposed 4(d) rule, HDR will not clear intact forested areas between May 15 and August 15 to minimize
potential impacts to the northern long -eared bat
Correspondence (January 7, 2015) was sent to the USFWS requesting comments on any possible issues that may emerge
with respect to endangered species, migratory birds, or other resources from the proposed construction activities To date, no
response has been received, but when a response is received we will forward it promptly
6. Essential Fish Habitat (Corps Requirement)
6a Will this project occur in or near an area designated as essential fish habitats
❑ Yes ® No
6b What data sources did you use to determine whether your site would impact Essential Fish Habitat?
EFH Mapper
Page 14 of 15

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
status (e g , National Historic Trust designation or properties significant in
❑ Yes ® No
North Carolina history and archaeology)?
7b What data sources did you use to determine whether your site would impact historic or archeological resources?
HDR reviewed the HPOWEB http: / /gis.ncdcr.gov/hpoweb/ for listed historic properties nearby It is not anticipated that
any National Register listed or eligible properties will be impacted A letter was submitted to the State Historic Preservation
Office for any additional information related to historic /cultural resources A concurrence letter from SHPO was received on
January 27, 2015 see attached
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 only temporarily Impact the existing floodplains
There will be no permanent above grade fill within regulated floodplains
8c What source(s) did you use to make the floodplain determination? NC Flood Risk Information System
Eric Mularski
1/30/2015
Applicant/Agent's Printed Name
Date
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization letter from the applicant
is provided )
Page 15 of 15

Murray Basin Sanitary Sewer Project
• New Pump Stations
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City of Hickory I Murray Basin Sanitary Sewer Project i Section 4041401 Permitting

Murray Basin Sanitary Sewer Project' • �«, '�`
• New Pump Stations
4 -inch Force Main (New) ` r •, jj ' '`
12 -inch Force Main (New) ` `�a� Proposed
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Figure 2
City of Hickory I Murray Basin Sanitary Sewer Project I Section 404/401 Permitting

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LOCATION MAP
NOT TO SCALE
Contract Drawings For
Murray Basin
Sanitary Sewer Project
Civil /Process /Electrical
HDR Project No.
000231 - 228531 -018
Hickory, North Carolina
November 2014
90% SUBMITTAL
F)l
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F -0116
440 S. Church St.
Charlotte, NC 29715
704.338.6700

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HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F -0116
440 S. Church St., SuNe 1000
Charlotte, NC 28202 -2075
704.338.6700
PROJECT MANAGER M. SHULTZ, PE
ISSUE DATE DESCRIPTION (PROJECT NUMBER 000231 - 228531 -018
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
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HICKORY
GENERAL
OOG -01 SHEET INDEX AND ORIENTATION PLAN
OOG -02 GENERAL LEGEND AND PROJECT NOTES
OOE -01 ELECTRICAL LEGEND
OOY -01 INSTRUMENTATION, ABBREVIATIONS, SYMBOLS, NOTES
MAYBROOK PUMP STATION, GRAVITY SEWER AND FORCE
MAIN
CIVIL
01C -01 MAYBROOK PUMP STATION SITE LAYOUT PLAN
01C -02 MAYBROOK PUMP STATION SITE GRADING AND EROSION CONTROL PLAN
01C -03 STA 0+00 TO STA 7+00 4" FORCE MAIN PLAN AND PROFILE
01C-04 STA 7 +00 TO STA 15+00 4" FORCE MAIN PLAN AND PROFILE
01C -05 STA 15 +00 TO STA 19+654" FORCE MAIN PLAN AND PROFILE
PROCESS
OID -01 MAYBROOK PUMP STATION UPPER AND LOWER PLANS
01 D -02 MAYBROOK PUMP STATION SECTIONS
ELECTRICAL
01E-01 MAYBROOK PUMP STATION ELECTRICAL SITE PLAN
01E -02 MAYBROOK PUMP STATION POWER RISER DIAGRAM AND PANEL SCHEDULE
01 E -03 MAYBROOK PUMP STATION ELECTRICAL DETAILS
OIE-04 MAYBROOK PUMP STATION ELECTRICAL DETAILS
OJY -01 MAYBROOK PUMP STATION P & ID
SECTION HOUSE PUMP STATION, GRAVITY SEWER AND
FORCE MAIN
CIVIL
02C -01 SECTION HOUSE PUMP STATION SITE LAYOUT
02C -02 SECTION HOUSE PUMP STATION SITE GRADING AND EROSION CONTROL PLAN
02C -03 SECTION HOUSE GRAVITY SEWER PLAN AND PROFILE
02C-04 STA 00 +00 TO STA 10 +00 12" FORCE MAIN PLAN AND PROFILE
02C -05 STA 10 +00 TO STA 20 +00 12" FORCE MAIN PLAN AND PROFILE
02C-06 STA 20 +00 TO STA 30 +00 12" FORCE MAIN PLAN AND PROFILE
02C -07 STA 30 +00 TO STA 39 +00 12" FORCE MAIN PLAN AND PROFILE
02C -08 STA 39 +00 TO STA 49 +00 12" FORCE MAIN PLAN AND PROFILE
02C -09 STA 49 +00 TO STA 58+00 12" FORCE MAIN PLAN AND PROFILE
02C -10 STA 58 +00 TO STA 64 +50 12" FORCE MAIN PLAN AND PROFILE
02C -11 STA 64 +50 TO STA 74+00 12" FORCE MAIN PLAN AND PROFILE
02C -12 STA 74 +00 TO STA 83 +00 12" FORCE MAIN PLAN AND PROFILE
02C -13 STA 83 +D0 TO STA 93 +00 12" FORCE MAIN PLAN AND PROFILE
02C -14 STA 93 +00 TO STA 103 +00 12" FORCE MAIN PLAN AND PROFILE
02C -15 STA 103 +00 TO STA 110 +00 12" FORCE MAIN PLAN AND PROFILE
02C -16 STA 110+00 TO STA 119 +00 12' FORCE MAIN PLAN AND PROFILE
02C -17 STA 119 +00 TO STA 129+00 12' FORCE MAIN PLAN AND PROFILE
02C -18 STA 129 +00 TO STA 139 +00 12" FORCE MAIN PLAN AND PROFILE
02C -19 STA 139+00 TO STA 148+00 12' FORCE MAIN PLAN AND PROFILE
02C-20 STA 148+00 TO STA 152 +13.91 12" FORCE MAIN PLAN AND PROFILE
PROCESS
02D -01 SECTION HOUSE PUMP STATION UPPER AND LOWER PLANS
0213-02 SECTION HOUSE PUMP STATION SECTIONS
ELECTRICAL
0211-01 SECTION HOUSE PUMP STATION ELECTRICAL SITE PLAN
02E -02 SECTION HOUSE PUMP STATION POWER RISER DIAGRAM AND PANEL
SCHEDULE
02E -03 SECTION HOUSE PUMP STATION ELECTRICAL DETAILS
02E-04 SECTION HOUSE PUMP STATION ELECTRICAL DETAILS
02Y -01 SECTION HOUSE PUMP STATION P & ID
HERMAN BRANCH GRAVITY SEWER
CIVIL
03C -01 STA 00 +00 TO STA 07 +00 12" GRAVITY SEWER PLAN AND PROFILE
03C -02 STA 07 +00 TO STA 16 +50 12" GRAVITY SEWER PLAN AND PROFILE
03C -03 STA 16 +50 TO STA 27 +00 12" GRAVITY SEWER PLAN AND PROFILE
03C-04 STA 27 +00 TO STA 37+00 12" GRAVITY SEWER PLAN AND PROFILE
03C -05 STA 37 +00 TO STA 47 +21.33 12" GRAVITY SEWER PLAN AND PROFILE
DETAILS
CIVIL
04C -01 CIVIL DETAILS
04C -02 CIVIL DETAILS
04C -03 CIVIL DETAILS
04C-04 CIVIL DETAILS
04C -05 CIVIL DETAILS
04C -06 CIVIL DETAILS
04C -07 EROSION CONTROL DETAILS
04C -08 EROSION CONTROL DETAILS
04C -09 EROSION CONTROL DETAILS
04C -10 EROSION CONTROL DETAILS
04C -11 EROSION CONTROL AND SEEDING SPECIFICATIONS
04C -12 EROSION CONTROL NOTES
SHEETINDEX
ORIENTATION PLAN
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of the Carolinas
NCBELS License No. F -0116
440 S. Church St., SuNe 1000
Charlotte, NC 28202 -2075
704.338.6700
PROJECT MANAGER M. SHULTZ, PE
ISSUE DATE DESCRIPTION (PROJECT NUMBER 000231 - 228531 -018
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
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GENERAL
OOG -01 SHEET INDEX AND ORIENTATION PLAN
OOG -02 GENERAL LEGEND AND PROJECT NOTES
OOE -01 ELECTRICAL LEGEND
OOY -01 INSTRUMENTATION, ABBREVIATIONS, SYMBOLS, NOTES
MAYBROOK PUMP STATION, GRAVITY SEWER AND FORCE
MAIN
CIVIL
01C -01 MAYBROOK PUMP STATION SITE LAYOUT PLAN
01C -02 MAYBROOK PUMP STATION SITE GRADING AND EROSION CONTROL PLAN
01C -03 STA 0+00 TO STA 7+00 4" FORCE MAIN PLAN AND PROFILE
01C-04 STA 7 +00 TO STA 15+00 4" FORCE MAIN PLAN AND PROFILE
01C -05 STA 15 +00 TO STA 19+654" FORCE MAIN PLAN AND PROFILE
PROCESS
OID -01 MAYBROOK PUMP STATION UPPER AND LOWER PLANS
01 D -02 MAYBROOK PUMP STATION SECTIONS
ELECTRICAL
01E-01 MAYBROOK PUMP STATION ELECTRICAL SITE PLAN
01E -02 MAYBROOK PUMP STATION POWER RISER DIAGRAM AND PANEL SCHEDULE
01 E -03 MAYBROOK PUMP STATION ELECTRICAL DETAILS
OIE-04 MAYBROOK PUMP STATION ELECTRICAL DETAILS
OJY -01 MAYBROOK PUMP STATION P & ID
SECTION HOUSE PUMP STATION, GRAVITY SEWER AND
FORCE MAIN
CIVIL
02C -01 SECTION HOUSE PUMP STATION SITE LAYOUT
02C -02 SECTION HOUSE PUMP STATION SITE GRADING AND EROSION CONTROL PLAN
02C -03 SECTION HOUSE GRAVITY SEWER PLAN AND PROFILE
02C-04 STA 00 +00 TO STA 10 +00 12" FORCE MAIN PLAN AND PROFILE
02C -05 STA 10 +00 TO STA 20 +00 12" FORCE MAIN PLAN AND PROFILE
02C-06 STA 20 +00 TO STA 30 +00 12" FORCE MAIN PLAN AND PROFILE
02C -07 STA 30 +00 TO STA 39 +00 12" FORCE MAIN PLAN AND PROFILE
02C -08 STA 39 +00 TO STA 49 +00 12" FORCE MAIN PLAN AND PROFILE
02C -09 STA 49 +00 TO STA 58+00 12" FORCE MAIN PLAN AND PROFILE
02C -10 STA 58 +00 TO STA 64 +50 12" FORCE MAIN PLAN AND PROFILE
02C -11 STA 64 +50 TO STA 74+00 12" FORCE MAIN PLAN AND PROFILE
02C -12 STA 74 +00 TO STA 83 +00 12" FORCE MAIN PLAN AND PROFILE
02C -13 STA 83 +D0 TO STA 93 +00 12" FORCE MAIN PLAN AND PROFILE
02C -14 STA 93 +00 TO STA 103 +00 12" FORCE MAIN PLAN AND PROFILE
02C -15 STA 103 +00 TO STA 110 +00 12" FORCE MAIN PLAN AND PROFILE
02C -16 STA 110+00 TO STA 119 +00 12' FORCE MAIN PLAN AND PROFILE
02C -17 STA 119 +00 TO STA 129+00 12' FORCE MAIN PLAN AND PROFILE
02C -18 STA 129 +00 TO STA 139 +00 12" FORCE MAIN PLAN AND PROFILE
02C -19 STA 139+00 TO STA 148+00 12' FORCE MAIN PLAN AND PROFILE
02C-20 STA 148+00 TO STA 152 +13.91 12" FORCE MAIN PLAN AND PROFILE
PROCESS
02D -01 SECTION HOUSE PUMP STATION UPPER AND LOWER PLANS
0213-02 SECTION HOUSE PUMP STATION SECTIONS
ELECTRICAL
0211-01 SECTION HOUSE PUMP STATION ELECTRICAL SITE PLAN
02E -02 SECTION HOUSE PUMP STATION POWER RISER DIAGRAM AND PANEL
SCHEDULE
02E -03 SECTION HOUSE PUMP STATION ELECTRICAL DETAILS
02E-04 SECTION HOUSE PUMP STATION ELECTRICAL DETAILS
02Y -01 SECTION HOUSE PUMP STATION P & ID
HERMAN BRANCH GRAVITY SEWER
CIVIL
03C -01 STA 00 +00 TO STA 07 +00 12" GRAVITY SEWER PLAN AND PROFILE
03C -02 STA 07 +00 TO STA 16 +50 12" GRAVITY SEWER PLAN AND PROFILE
03C -03 STA 16 +50 TO STA 27 +00 12" GRAVITY SEWER PLAN AND PROFILE
03C-04 STA 27 +00 TO STA 37+00 12" GRAVITY SEWER PLAN AND PROFILE
03C -05 STA 37 +00 TO STA 47 +21.33 12" GRAVITY SEWER PLAN AND PROFILE
DETAILS
CIVIL
04C -01 CIVIL DETAILS
04C -02 CIVIL DETAILS
04C -03 CIVIL DETAILS
04C-04 CIVIL DETAILS
04C -05 CIVIL DETAILS
04C -06 CIVIL DETAILS
04C -07 EROSION CONTROL DETAILS
04C -08 EROSION CONTROL DETAILS
04C -09 EROSION CONTROL DETAILS
04C -10 EROSION CONTROL DETAILS
04C -11 EROSION CONTROL AND SEEDING SPECIFICATIONS
04C -12 EROSION CONTROL NOTES
SHEETINDEX
ORIENTATION PLAN
0 1" 2" FILENAME 00G -01.dw9
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SCALE NOT TO SCALE I OOG -01
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IA

1 1 2 I 3 I 4 1 5 1 6 1 8
SITE
PLAN AND PIPING SYMBOLOGY
GENERAL SYMBOLS
ABBREVIATIONS
PROJECT GENERAL NOTES
1.
THE CONTRACTOR IS SOLELY RESPONSIBLE FOR SITE SAFETY ASSOCIATED WITH THE WORK
X
SPOT ELEVATION /POINT #
1,�/1T�C�
NOTES:
N
UNDER THIS PROJECT AND FOR COMPLIANCE WITH ALL FEDERAL, STATE, AND LOCAL HEALTH
ARV
- AIR RELEASE VALVE
AND SAFETY LAWS, CODES, REGULATIONS, AND ORDINANCES INCLUDING BUT NOT LIMITED TO
®
SURVEY BENCHMARK
1. UTILITIES THAT
DESIGNATED
ARE SUSPENDED ABOVE GRADE ARE
BY THE PREFIX "OH ".
— WATTLE—
WATTLE
ASP
- ASPHALT
THOSE CURRENTLY MANDATED BY THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION
(OSHA).
®C P -X
SURVEY CONTROL POINT
PIPELINE
--�—
BACKFLOW PREVENTER
DIRECTION OF
BO
- BLOW -OFF
2.
CONTRACTOR SHALL USE ADEQUATE SHORING METHODS TO ENSURE:
CE WITH OSHA REGULATIONS.
PLAN NORTH
AND ROAD SHOULDERS.
-
LARGE PIPELINE
—{BI
VARIABLE AREA METER
PLAN
BS
- BUSINESS SIGN
B. PRO ECTIION OF EXISTING PAVEMENT
C. CONSTRUCTION ACTIVITIES ARE CONFINED TO RIGHTS -OF -WAY OR EASEMENTS AS INDICATED.
®X
SOIL BORING
�- RAILROAD
—CIF --
UNION
1/4" = l' -0"
CAN
- CABLE TELEVISION
3.
CONTRACTOR SHALL INSTALL SEWER AS INDICATED ON PLANS AND SHALL NOT DISTURB ANY
CB
- CATCH BASIN
AREA OUTSIDE THE EASEMENT LIMITS SHOWN ON THE PLANS.
4111 +
FLOW ARROW
-
CENTERLINE—
WYE- STRAINER
SECTION LETTER
CONIC
- CONCRETE
4.
CONTRACTOR TO REPAIR /REPLACE ALL MAINTAINED PAVEMENT DAMAGED BY CONSTRUCTION
0
PROPERTY LINE
FLAG INDICATES DIRECTION
ACTIVITIES TO SATISFACTION OF NCDOT, CATAWBA COUNTY, AND THE CITY OF HICKORY. NO
WATER LEVEL IN SECTION /PROFILE
PENETRATION THROUGH STRUCTURE
OF SECTION CUTS_
CMP
- CORRUGATED METAL PIPE
SEPARATE PAYMENT SHALL BE MADE FOR PAVEMENT REPAIR EXCEPT AS NOTED ON PLANS.
—
— UTILITY EASEMENT
X
XXX
DIP
- DUCTILE IRON PIPE
5.
LOCATION OF EXISTING UTILITIES SHOWN ON THESE PLANS ARE NOT INTENDED TO BE EXACT
EXISTING UTILITY POLE
— —TCE—
TEMPORARY CONSTRUCTION
(��
FLEXIBLE HOSE OR TUBING
�• SHEET WHERE
OR
- DRIVE
OR COMPLETE. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES AND FIELD
VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO CONSTRUCTION. LOCATE WELL
LIGHT POLE
EASEMENT
SECTION VIEW IS LOCATED
AHEAD OF PIPE LAYING OPERATIONS TO ALLOW FOR ADJUSTMENT. SEPARATE PAYMENT WILL
,�—
FLEXIBLE PIPING CONNECTION
EDP
- EDGE OF PAVEMENT
AD LAYOUT
BE MADE FOR FIELD VERIFICATION OR ADJUSTMENT AS REQUIRED. ADJUSTMENTS
�
DOWNGUY
— LIMITS OF CONSTRUCTION
SECTION CUT MARKER
SHOWN SHALL BE SUBJECT TO ENGINEER APPROVAL CONTRACTOR SHALL REPAIR, AT HIS OWN
,
LINE SIZE CHANGE (CONCENTRIC REDUCER)
FB
- FLOWER BED
EXPENSE, ANY DAMAGE CAUSED BY CONSTRUCTION- RELATED ACTVTIES TO EXISTING UTILITY
SIGN
ROW
SECTION LETTER
FH
- FIRE HYDRANT
UNES.
- - --
-- -- EXISTING CONTOUR (MINOR)
)
�—
LINE SIZE CHANGE (ECCENTRIC REDUCER)
SECTION
X
FM
- SANITARY FORCE MAIN
6.
IN THE EVENT OF DAMAGE TO EXISTING UTILITIES, CONTRACTOR SHALL STOP WORK
IMMEDIATELY, TAKE NECESSARY PRECAUTIONS TO PREVENT INJURY OR FURTHER DAMAGE, AND
®
BORE
-- EXISTING CONTOUR (MAJOR)
Cam-
LINE TURNING DOWN
FO
- FIBER OPTIC CABLE
NOTIFY PROPER AUTHORITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING /REPAIRING
ALL EXISTING STRUCTURES, CONDUITS, OR OTHER UTILITIES DAMAGED BY CONTRACTOR'S
3/8" = l' -O" XXX
CO --
SEWER SERVICE LINE WITH CLEANOUT
EXISTING FENCE
0--
LINE TURNING UP
" SHEET WHERE
SECTION VIEW IS
GR
- GRAVEL
OPERATIONS A7 NO COST TO OWNER.
FIRST CUT
GV
- GAS VALVE
7.
THE CONTRACTOR SHALL RECONSTRUCT ALL ROAD SHOULDERS, DRAINAGE DITCHES AND
)~ - --(
CULVERT END SYMBOL
EXISTING VEGETATION /BRUSH LINE
BLIND FLANGE
SWALES DISTURBED BY CONSTRUCTION ACTIVITIES TO THEIR ORIGINAL GRADE AND LOCATION.
(WITH CULVERT SHOWN BETWEEN SYMBOLS)
FENCE
DETAIL NUMBER
GW
- GUY WIRE
S.
CONTRACTOR SHALL NOTIFY OCCUPANTS A MINIMUM OF 2 HOURS IN ADVANCE OF CLOSING
�)(
FIRE HYDRANT
X X—
- BARB WIRE
PIPE BREAK
#
E
- INVERT ELEVATION
PRIVATE DRIVES. CLOSURE TIME WILL BE LIMITED TO A MAXIMUM OF 2 HOURS.
-o-- -o
FENCE -CHAIN LINK
PIPE JOINT (SEE SPECS FOR REQUIREMENTS)
XXX • SHEET WHERE
LF
- LINEAR FEET
9.
TRAFFIC CONTROL SHALL BE MAINTAINED IN ACCORDANCE WITH NCDOT SPECIFICATIONS AND
HEADWALL
FENCE - WOOD
DETAIL IS LOCATED
LOD
- LIMITS OF DISTURBANCE
REQUIREMENTS.
COMPRESSION SLEEVE TYPE COUPLING
10.
ALL HOLES, TRENCHES, AND OTHER HAZARDOUS AREAS SHALL BE ADEQUATELY PROTECTED BY
o- --
NATURAL GAS METERED SERVICE LINE
XX
FENCE -WOVEN WIRE
DETAIL MARKER
LP
- LIGHT POLE
BARRICADES, LIGHTS OR OTHER PROTECTIVE DEVICES.
FLANGED COUPLING ADAPTER FCA
( )
MB
- MAIL BOX
11.
REMOVAL OF EXCAVATED MATERIALS AND DAILY CLEANUP OPERATIONS SHALL BE PERFORMED
0
NATURAL GAS LINE VAULT
n
n HIGHWAY GUARDRAIL
DETAIL NU R
IN COMPLIANCE WITH THE SPECIFICATIONS AND TO THE SATISFACTION OF THE
®
MONITORING WELL
NEW CONTOUR (MINOR)
FLEXIBLE CONNECTION
DETAIL
#
MH
MJ
- MANHOLE
- MECHANICAL JOINT
12.
OWNER /ENGINEER, AND /OR NCDOT.
ALL ROCKS, BRUSH, TIMBER. AND OTHER DEBRIS THAT IS CLEARED FROM THE
X
25
NEW CONTOUR (MAJOR)
3" = 1' -0"
REPRESENTATIVE
XXX
OHP
- OVERHEAD POWER/TELEPHONE LINE
RIGHTS -OF -WAY SHALL BE REMOVED FROM THE PREMISES AND SHALL NOT BE BURIED WITHIN
THE RIGHT -OF -WAY OR PLACED ON ADJOINING LANDS, EXCEPT WHERE ARRANGEMENTS FOR
PS
PUMP STATION
HARNESSED MECHANICAL COUPLING
DRAWING WHERE DETAIL
OHT
- OVERHEAD TRANSMISSION LINE
SUCH PLACEMENT OR DISPOSAL ARE MADE WITH THE APPROPRIATE PROPERTY OWNERS.
OSANITARY
MANHOLE
11GT
TELEPHONE
WAS CALLED OUT
FED
- PEDESTAL
13.
ALL TREE PROTECTION AND EROSION AND SEDIMENTATION CONTROLS SHALL BE IMPLEMENTED
CONSTRUCTION COMMENCES AND SHALL NOT BE REMOVED UNTIL RE- VEGETATION HAS
FO
FIBER OPTIC
BEFORE
ST
SEPTIC TANK
PRESSURE GAGE (W /COCK)
ELEVATION
IDENTIFICATION
P/L
- PROPERTY LINE
BEEN ESTABUSHED.
PAYMENT WILL BE MADE FOR
G
NATURAL GAS
LETTER
ELEVATION
PP
- POWER POLE
14.
THERE IS NO PAY ITEM FOR DEWATERING AND NO SEPARATE
DEWATERING. ANY DEWATERING OF THE TRENCH REQUIRED IS THE RESPONSIBILITY OF THE
CONTRACTOR AND SHALL BE INCIDENTAL TO THE UNIT PRICE BID FOR THE PIPE OR
CB
STORM CATCH BASIN
SS
SANITARY SEWER
Tip
X
R &C
- RING AND COVER
STRUCTURE.
3" = 1' -0"
XXX
FM
SEWER FORCE MAIN
QUICK DISCONNECT
• SHEET WHERE
RCP
- REINFORCED CONCRETE PIPE
15.
ANY AGREEMENT BETWEEN THE CONTRACTOR AND PROPERTY OWNERS SHALL BE MADE IN
OD
STORM DRAINAGE MANHOLE
—�
CAM & GROOVE COUPLING
POINT OF VIEW MARKER
RD
- ROAD
WRITING AND COPIED 70 THE OWNER.
W
WATER BACKFLOW PREVENTER
W
DOMESTIC WATER
CAN BE FOUND
RJ
- RESTRAINED JOINT
16.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE ENGINEER WITH A SET OF
.7L
]
CAP or PLUG
'
SURVEY RECORD (AS- BUILT) DRAWINGS PREPARED BY A NORTH CAROUNA REGISTERED LAND
UGE
UNDERGROUND POWER
IF PLAN AND SECTION, OR DETAIL CALL -OUT
AND
RS
- ROAD SIGN
SURVEYOR CERTIFYING THE ACCURACY OF THE SURVEY HORIZONTAL AND VERTICAL LOCATIONS
►►
WATER BLOWOFF
C
COMMUNICATIONS (CATV)
CO
INTERIOR CLEANOUT
DETAIL ARE SHOWN ON SAME SHEET, SHEET
NUMBER IS REPLACED BY A LINE ( -).
TO ONE TENTH (0.10) OF A FOOT. SURVEY SHALL BE TIED TO THE NORTH CAROLINA STATE
Wo- --
WATER METERED SERVICE LINE
R/W
- RIGHT -OF -WAY
PLANE COORDINATE SYSTEM (NAD83 FEET) HORIZONTALLY, AND ELEVATIONS SHALL BE NORTH
AMERICAN VERTICAL DATUM (NAVD88). SURVEY POINT INFORMATION SHALL BE PROVIDED IN
—SF—
— SILT FENCE
HB -X
HOSE VALVE, HOSE BIBS OR
SCP
- STEEL CASING PIPE
D4
VALVE
STD -�TD�
TEMPORARY DIVERSION
FLUSHING CONNECTION
KEY NOTE NUMBER
SS
- SANITARY SEWER
AN ELECTRONIC FORMAT (EITHER AN AUTOCAD [VERSION 2011 OR EARLIER] DWG FILE OR AN
ASCII POINT TEXT FILE [X -Y COORDINATES]).
(GRADE TO DRAIN)
X
�_ -1
— - —
HR -X
HOSE RACK
#
SST
- STAINLESS STEEL
THESE DRAWINGS SHALL AT A MINIMUM SHOW THE FINAL ELEVATIONS AND HORIZONTAL
-�
TANK BELOW GROUND
-
WETLAND BOUNDARY
/T7/T71
LOCATIONS FOR THE FOLLOWING:
�j-y1
INLET PROTECTION
FD -X
®
FLOOR DRAIN
KEY NOTE DESIGNATION
STA
- STATION
ALL PUMP STATION SITE STRUCTURES INCLUDING SITE FENCING AND GATES, CONCRETE PADS,
BUILDING CORNERS, WET WELL, VAULTS, MANHOLES, PIPING INVERTS WITHIN MANHOLES AND
OX
TANK ABOVE GROUND
^
DAM
X = TYPE DESIGNATED
IN SPECIFICATIONS
TBR
- TO BE REMOVED
WET WELL, ABOVE- GROUND PIPING CONNECTIONS, SEWER CLEANOUTS, BELOW GRADE FITTING
OCHECK
TREE
TARGET ELEVATION
TEL
- TELEPHONE
LOCATIONS, VALVES, HYDRANTS, WATER METERS, DRIVEWAYS, EXTERIOR ELECTRICAL CONTROL
®
T$ &V
- TAPPING SLEEVE AND VALVE
PANELS, LIGHTING /POWER POLES, AND TRANSFORMERS.
VALVES
n
ROCK PIPE INLET PROTECTION
PIPE IN SECTION
UG
- UNDERGROUND
ALL MANHOLES, PIPING INVERTS IN MANHOLES, VAULTS, BELOW GRADE FITTINGS, VALVES,
WATER METERS AND BACKFLOW PREVENTION DEVICES ALONG THE FORCE MAINS, GRAVITY
SINGLE LINE
DOUBLE LINE
ISOLATION
CONTROL
O BU
BELL UP (PLAN)
ELEVATION MARKER
UGE
- UNDERGROUND ELECTRICAL
SEWER, AND WATERLINE.
CONTRACTOR SHALL PROVIDE THE ENGINEER WITH A LETTER CERTIFYING TO THEIR COMPLIANCE
Dom-
�O-Oa-
BALL VALVE
O�
­4O=_ BALL CHECK VALVE
YBU
BELL UP (SECTION OR SCHEMATIC)
VB
- VALVE BOX
WITH THE CONTRACT DRAWINGS.
Dom%
BUTTERFLY VALVE
TV}
CHECK VALVE
WL
- WATER LINE
Y
YID
DRAIN (SECTION OR SCHEMATIC)
7
PIPE LENGTHS SHOWN E LENGTH MEASURED FROM TO
L�
DIAPHRAGM VALVE
DOUBLE DISK
WM
- WATER METER
EN ER OF MANHOLES AND ROU ND TOTHENEARESTFOOT. SLOPESARECALCULAED
DESCRIBED AND USING THE INVERT ELEVATIONS SHOWN.
- --D�
GATE VALVE
�4�—
CHECK VALVE
��- �- CONE VALVE
ETA
D
AIR TOOL ASSEMBLY
WV
- WATER VALVE
18.
USING THE LENGTHS
SEE DETAIL SHEETS FOR STANDARD EROSION CONTROL NOTES.
D�
GLOBE VALVE
�;;""
OR -1-
PRESSURE
OR RELIEF VALVE
AV$
AUTOMATIC VALVE STATION
19.
CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION STAKING.
KNIFE GATE VALVE
PRS
PRESSURE REDUCING STATION
20.
BORE PITS, TRENCHES AND ALL OTHER EXCAVATIONS WHERE SLOPE IS 1:1 OR STEEPER FROM
---Da-
-�—�
NEEDLE VALVE
PRESSURE
NOTE:
EDGE ROADWAY MUST INCLUDE POSITIVE SHORING MEETING NCDOT AND OSHA
REQUIREE MENTS. ALL SHORING SYSTEMS MUST BE DESIGNED AND SEALED ED BY A REGISTERED
REDUCING
MISCELLANEOUS SYMBOLOGY SHOWN IS FOR SINGLE LINE
PROFESSIONAL ENGINEER LICENSED IN NORTH CAROLINA.
PINCH VALVE
VALVE
PIPING. DOUBLE LINE PIPING SYMBOLS ARE SIMILAR.
X
AIR RELEASE
X
GENERAL NOTES:
21.
DRAWINGS SHOW THE APPROXIMATE LOCATION OF THE SOIL BORINGS REFERENCED IN THE
"REPORT OF SUBSURFACE EXPLORATION AND GEOTECHNICAL ENGINEERING ANALYSIS"
—-
-O
PLUG VALVE
VACUUM VALVE
PERFORMED BY ECS. LOCATIONS ARE INDICATED AS "B -1 ", "B -2 ", ETC.
y
j�
— — A = AIR RELEASE
V = VACUUM
1, THIS IS A STANDARD
SHEET SHOWING COMMON SYMBOLOGY.
--- DQ--
-<PO�
THREE WAY
ALL SYMBOLS ARE
NOT NECESSARILY USED ON THIS PROJECT.
22.
NOT ALL TREES OR VEGETATION ARE SHOWN ON DRAWINGS. NO EXTRA PAYMENT WILL BE
GIVEN FOR REMOVING TREES NOT SHOWN. REMOVE ALL TREES WITHIN EASEMENT LIMITS.
BALL VALVE
PRESSURE
2. SCREENING OR
SHADING OF WORK IS USED TO INDICATE
VEGETATION OUTSIDE EASEMENT LIMITS IS NOT TO BE DISTURBED.
REGULATING
EXISTING COMPONENTS OR TO DE- EMPHASIZE PROPOSED
VALVE
IMPROVEMENTS TO
HIGHLIGHT SELECTED TRADE WORK. REFER
THREE WAY
TO CONTEXT OF EACH SHEET FOR USAGE.
PLUG VALVE
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F -0116
440 S. Church SL, Suite 1000
Charlotte, NC 28202 -2075
704.338.6700
ISSUE DATE DESCRIPTION
PROJECT MANAGER M. SHULTZ, PE
PRELIMINARY MURRAY BASIN
NOT FOR SANITARY SEWER PROJECT
CONSTRUCTION
OR RECORDING HICKORY
PROJECT NUMBER 000231 - 228531 -018
GENERAL LEGEND AND PROJECT NOTES
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SEE DETAIL STA 2 +45 2
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12" 45' N 727216 FITTING -- IU . EXISTING INFORMATION ON THIS DRAWING
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F)2
HDR Engineenng, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1000
Charlotte, NC 28202 -2075
704.338.6700
ISSUE DATE DESCRIPTION
PROJECT NUMBER
PE
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
MURRAY BASIN
SANITARY SEWER PROJECT
HICKORY
COORDINATE DATA ALONG THE
PROPf1CF11 Ff)PrF MAIN CFNTFRI INF-
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HORIZONTAL SCALE IN FEET
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`12" 22 -1/Z' FITTING
(LIMITS OF DISTURBANCE) 12 45 FITTING 1 2
�,
_ -
�N-726756
/
-- Sf
/
FENCE STONE OUTLET /
(20' DEFLECTION)
STA 15 +70
12- 22 -1/2' FITTING (39' DEFLECTION)
(21' DEFLECTION) _\ STA 19 +33
E1332573
...BELT (NP.) 5f Q
SEE DETAIL 1/04C -09 / �,x0
N 726849 1 2
STA 17 +95 N 726901
S `�
yF�
0-
960
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10 +00 11 +00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 19 +00 20 +00
F)�
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F -0116
440 S. Church St., Suite 1000
Charlotte, NC 28202 -2075
704.338.6700
PROJECT MANAGER M. SHULTZ, PE
ISSUE DATE DESCRIPTION (PROJECT NUMBER 000231- 228531 -018
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
MURRAY BASIN
SANITARY SEWER PROJECT
HICKORY
880
8
GENERAL NOTES
1. SEE SPECIFICATION SECTION 15060 FOR
PIPE MATERIAL.
2. EXISTING INFORMATION ON THIS DRAWING
TAKEN FROM A SURVEY BY WITHERSPOON
SURVEYING, PLLC, DATED FALL, 2014.
ALL COORDINATES ARE BASED ON
GROUND SURVEY COORDINATES AND ARE
TIED TO THE NORTH CAROLINA STATE
PLANE COORDINATE SYSTEM (NAD83,
FEET). COORDINATE ELEVATION DATUM IS
NAVD88.
3. EXISTING UTILITY LOCATIONS AND
ELEVATIONS ARE APPROXIMATE AND SHALL
BE VERIFIED BY THE CONTRACTOR PRIOR
TO CONSTRUCTION.
KEY NOTES
OUTILITY MARKER
SEE DETAIL 2/04C -04
O PROVIDE THRUST BLOCKING
SEE DETAIL 1/04C -04
40 0 40 80
HORIZONTAL SCALE IN FEET
10 0 10 20
VERTICAL SCALE IN FEET
STA. 10 +00 TO STA. 20 +00
12" FORCE MAIN PLAN AND PROFILE
0 ill 2„ FILENAME 02C- 05.dwg SHEET (� C
SCALE 1' =40' 02C -05
n
E 1332063
N 726913 1 2 :.� E 1331710
E 1331847 're\
—SF— 11 00— —SF—
—SF- F—
—SF— —SF— —SF-f
FM
12 +00
FM
13 +00
-FvI
30 LF OF SILT FENCE
SEE DETAIL 4/04C -08
12" 22 -1/2' FITTING 1 2
PROPERTY LINE (TYP.) -"-^ `
(24' DEFLECTION)
_ \
STA 13 +47
\ ..
_.. N 726864
_
960
O
O
I
N 950
O
Ld
w
(n 940
Li
W
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00 920
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O
O
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w
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= 890
0
Q
10 +00 11 +00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 19 +00 20 +00
F)�
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F -0116
440 S. Church St., Suite 1000
Charlotte, NC 28202 -2075
704.338.6700
PROJECT MANAGER M. SHULTZ, PE
ISSUE DATE DESCRIPTION (PROJECT NUMBER 000231- 228531 -018
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
MURRAY BASIN
SANITARY SEWER PROJECT
HICKORY
880
8
GENERAL NOTES
1. SEE SPECIFICATION SECTION 15060 FOR
PIPE MATERIAL.
2. EXISTING INFORMATION ON THIS DRAWING
TAKEN FROM A SURVEY BY WITHERSPOON
SURVEYING, PLLC, DATED FALL, 2014.
ALL COORDINATES ARE BASED ON
GROUND SURVEY COORDINATES AND ARE
TIED TO THE NORTH CAROLINA STATE
PLANE COORDINATE SYSTEM (NAD83,
FEET). COORDINATE ELEVATION DATUM IS
NAVD88.
3. EXISTING UTILITY LOCATIONS AND
ELEVATIONS ARE APPROXIMATE AND SHALL
BE VERIFIED BY THE CONTRACTOR PRIOR
TO CONSTRUCTION.
KEY NOTES
OUTILITY MARKER
SEE DETAIL 2/04C -04
O PROVIDE THRUST BLOCKING
SEE DETAIL 1/04C -04
40 0 40 80
HORIZONTAL SCALE IN FEET
10 0 10 20
VERTICAL SCALE IN FEET
STA. 10 +00 TO STA. 20 +00
12" FORCE MAIN PLAN AND PROFILE
0 ill 2„ FILENAME 02C- 05.dwg SHEET (� C
SCALE 1' =40' 02C -05
n

2 1 3 1 4 1 D o
12 22 -1/2' FITTING 1 2.
U `� \ ' \
(21-
TA DEFLECTION) / /^
04 O N 726216 ' O
\ E 1331162 / /�
^ � 552 LF OF SILT FENCE N
�- SEE DETAIL 3/04C -08 - O
W LriE CREEK -'/ - I �. �-�� /
/ ,.r \
ROCK CHECK DAM I \
W RO (TYP.) OF SILT
N / SEE DETAIL 3/04C -09 237 LF ILT -tNGE
Z I /- SF — -iSF — T SF — SA — $F — SF —� I SEE DETAIL 3/04C -08 \ /�
01 i : /
26 +00 _ z7 +o. za +oo
12 22-1/2' FITTING 1 2 Q -
SF — IFM
Q 195 LF OF SILT FENCE DEFLECTION 26' )
O SEE DETAIL 3/04C -08 - / STA 22 +81
IN 72662
( �c / \are
o
H I SILT FENCE STONE OUTLET (TYP,. -' / ' E 1331457 /� / -: - - \ ?g *s!0 / i
OZI SEE DETAIL 1/040 -09 I \SF\
i
- i 7 ,1
OI /S6
C) SF —SF— SF— —SF --
+ 00 21+00 SF 22 +00 —SF— — SF
O
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9200
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Of
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O
O
O
900C4
Q
H-
!n
W
Z
J
2
U
Q
-12' 22 -1 /T FITTING 1 2
(26' DEFLECTION)
NOTES
MARKER
STA 25 +45
EXISTING 25' EASEMENT
N 726414
�\..
(LIMITS OF DISTURBANCE)
E 1331366
SEE DETAIL 1/04C -04
i
PROPERTY LINE (TYP.)
I 'v V
i
I
I
I
I
I
/'
O
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Zc
/ICJ
960
r
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Lai
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Lai
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0 930
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1�
1 910
O
O
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M
Q 900
H-
N
W
Z
J
2
U
Q
20 +00 21 +00 22 +00 23+00 24 +00 25 +00 26 +00 27 +00 28 +00 29 +00 30 +00
F)2
HDR Engineenng, Inc.
of the Carolinas
NCBELS License No. F -0116
440 S. Church St., SuNe 1000
Charlotte, NC 28202 -2075
704.338.6700
ISSUE DATE DESCRIPTION
PROJECT MANAGER M.SHULTZ,PE
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
MURRAY BASIN
SANITARY SEWER PROJECT
HICKORY
GENERAL NOTES
1. SEE SPECIFICATION SECTION 15060 FOR
PIPE MATERIAL.
2. EXISTING INFORMATION ON THIS DRAWING
TAKEN FROM A SURVEY BY WITHERSPOON
SURVEYING, PLLC, DATED FALL, 2014.
ALL COORDINATES ARE BASED ON
GROUND SURVEY COORDINATES AND ARE
TIED TO THE NORTH CAROLINA STATE
PLANE COORDINATE SYSTEM (NAD83,
FEET). COORDINATE ELEVATION DATUM IS
NAVD88.
3. EXISTING UTILITY LOCATIONS AND
ELEVATIONS ARE APPROXIMATE AND SHALL
BE VERIFIED BY THE CONTRACTOR PRIOR
TO CONSTRUCTION.
KEY
OUTILITY
NOTES
MARKER
SEE DETAIL 2/04C -04
OPROVIDE
THRUST BLOCKING
SEE DETAIL 1/04C -04
O
EXISTING SEWER SERVICE LATERALS MAY
EXIST ALONG THIS SECTION. INSTALL
FORCE MAIN AT ELEVATION INDICATED TO
GET BELOW THESE PIPES.
40 0 40 80
HORIZONTAL SCALE IN FEET
10 0 10 20
VERTICAL SCALE IN FEET
STA. 20 +00 TO STA. 30 +00
12" FORCE MAIN PLAN AND PROFILE
0 1° 2• FILENAME 02C- 06.dwg SHEET(' c
SCALE 1 - =40' 02C -06

L
3
4
U
O
I 0
�I
U
O
LYLE CREEK GENERAL NOTES
_' / 1. SEE SPECIFICATION SECTION 15060 FOR
PIPE MATERIAL.
N /
LJ / 2. EXISTING INFORMATION ON THIS DRAWING
TAKEN FROM A SURVEY BY WITHERSPOON
12' 45' FITTING EXISTING 25' SURVEYING, PLLC, DATED FALL, 2014.
Z' (40' DEFLECTION) EASEMENT A . ALL COORDINATES ARE BASED ON
' STA 34 +80 `_ (LIMITS OF DISTURBANCE) GROUND SURVEY COORDINATES AND ARE
N 725839 TIED TO THE NORTH CAROLINA STATE
' 917 L
E 1330651 F OF SILT FENCE
/ SEE DETAIL 3/04C -08 PLANE COORDINATE SYSTEM (NAD83,
/ .
N�SSF NA D88, COORDINATE ELEVATION DATUM IS
35 *0>
SILT FENCE STONE OUTLET (TYP.) 3 ELEVATIONS UTILITY
ARE APPROXIMATE AND SHALL
Sf CONTRACTOR PRIOR
I SF
"'" SEE DETAIL 1/04C -09
— - / \ , � TO CONSTRUCTION
O — � BE VERIFIED BY THE
I — t
,SF3�p0 0' KEY NOTES
.......- .,� / 1 �Sf / .. .. _ ~ 1 UTILITY MARKER
p - 3 -\ O SEE DETAIL 2/04C -04
Sp
ip `T >t 0 SF\ 2 PROVIDE THRUST BLOCKING
ASP.— / \SF O SEE DETAIL 1/04C-04
n
12" FORCE MAIN 3 INSTALL 6' HIGH BY 12' WIDE CHAIN
%PIN , O LINK FENCE GATE. CENTER OVER FORCE
MAIN. CONNECT EXISTING FENCE TO NEW
/ GATE POSTS. SEE DETAIL 03/04C -01.
cp
0'p, E ISTI ALONG THIS ESECTION. INSTALL
�r� 4
FORCE MAIN AT ELEVATION INDICATED TO
GET BELOW THESE PIPES.
1 2 12' 22 -1/2' FITTING 12 45' FITTING �+
(25' DEFLECTION) - , . ..
STA 31 +52 I / (38 DEFLECTION) O
> ' / \ , STA 37 +66
c /OQ
N 726087 \N 725794 i E7 13369 ,yDJX
E 1330865 -I /
i
'• `/ /� PROPERTY LINE (TYP.) '\
960
950
940
930
920
910
900
30 +00 31 +00 32 +00 33 +00 34 +00 35 +00 36 +00 37 +00 38 +00 39 +00
HDR Engineenng, Inc.
of the Carolinas
NCBELS License No. F -0116
440 S. Church St., Suite 1000
Charlotte, NC 28202 -2075
704.338.6700
ISSUE DATE DESCRIPTION
PROJECT MANAGER M. SHULTZ, PE
PROJECT NUMBER 1000231- 228531 -018
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
MURRAY BASIN
SANITARY SEWER PROJECT
HICKORY
Norm
960
950
940
930
920
910
900
40 0 40 80
HORIZONTAL SCALE IN FEET
10 0 10 20
VERTICAL SCALE IN FEET
STA. 30 +00 TO STA. 39 +00
12" FORCE MAIN PLAN AND PROFILE
0 1- 2• FILENAME 02C- 07.dwg SHEET �+
SCALE 1- =40' 020-07

l L 3 v f 8
237 LF OF SILT FENCE.
SEE DETAIL 4/04C -08
C�N�' \ � GENERAL NOTES
1. SEE SPECIFICATION SECTION 15060 FOR
PIPE MATERIAL.
Z
25' EXISTING EASEMENT PROPERTY LINE (TYP.) �-- IO 2. EXISTING INFORMATION ON THIS DRAWING
I Q TAKEN FROM A SURVEY BY WITHERSPOON
GN��Nii 5� 10' PERMANENT EASEMENT I Z ALL COORDINATES ARE E BASED ON
014
MPS 1 2 12^ 22-1/2' FITTING I'... I LYLE CREEK _ - _ _ - - — - —
PERENNIAL STREAM 2 GROUND SURVEY COORDINATES AND ARE
28' DEFLECTION p° _ _ - -- Z TIED TO THE NORTH CAROLINA STATE
STA 39 +64 ) I +I \\ - .. O PLANE COORDINATE SYSTEM (NAD83,
N 725889 v °O� \ - - - c - I U O FEET). COORDINATE ELEVATION DATUM IS
E 1330194 O NAVD88.
AIR RELEASE MANHOLE I - I0 CV 3. EXISTING UTILITY LOCATIONS AND
STA 40 +06 O ELEVATIONS ARE APPROXIMATE AND SHALL
_
I BE VERIFIED BY THE CONTRACTOR PRIOR
/ 10 TEMPORARY -. 691` LF` OF SILT! FENCE tj TO CONSTRUCTION.
EASEMENT IS�LMITS OF DISTURBANCE I CONSTRUCTION EASEMENT SILT, FENCE STONE OUTLET (TYP.) � `�.�SEE DETAIL 3/04C -08 IO LJ
/ -'SEE DETAIL 1/04C =09 ,_ + N
.,. ��: KEY NOTES
— ..� SF TC F _- -S - CE-CF —SF 1 F Tr FS = = 5 = =5P — 5�i � LEI
—_- TrF�� rL-� Tr �� �,TF— —S�^ 4 Q O UTILITY MARKER rLl+ v �F- -TCE SGE_- -Sr-= T�'SF'-- MS�.:—TgE — Y' --4E� 4C*O0 -7 — — — — — — -- — — — N N SEE DETAIL 02 /04C -Oa.
I t� - - -- aaoo -- — — FM - - -- 0 FM I — — -T— — — —" Z 2 SEE DETAIL 01 /04CO04ING
12" 45' FITTING
_ ~fi- //(y77J��� — — — — — — r (= 18 LF OF SILT FENCE FM
(45' DEFLECTION) /. /�:J — — �" — — �L.20' PERMANENT EASEMENT IS IU O SEE DETAIL 3/04C -08
STA 41 +09 12" 45' FITTING / - 12" FORCE MA!N - LIMITS OF DISTURBANCE
N 726010 TYPICAL EROSION CONTROL AT STREAM CROSSING -- " / - .EASEMENT Q 22 LF OF SILT FENCE
E 1330116 (50' DEFLECTION) 'Y�SEE DETAIL 4/04C -10 SEE DETAIL 3/04C -08
STA 41 +13 �J/ / PROPERTY LINE (TYP.)
N 726011 ROCK CHECK DAM (TYP)
ll� E 1330112 1 2 SEE DETAIL 3/04C -09 / O IF CONTRACTOR NEEDS TO CROSS THE
990 990 CREEK WITH EQUIPMENT EITHER BEFORE
—I OR AFTER THE STREAM PUMP AROUND
OPERATIONS ARE ONGOING, INSTALL
CULVERT STYLE STREAM CROSSING.
SEE DETAIL 5/04C -08.
980_.._.-_....—,.
,-_� .............__...�._...-_.
OI
• :3 950
Z
U
9700
_. _..._
�
..._...... - - -.
�1
-
LLI 1
2
OF 3.5' UNLESS SPECIFICALLY NOTED
UfI_
49 +00
Z
960 LIJ
OTHERWISE
W
N
O
ZI
01
950Q
..,_TWO 940
Sl
0
I
O
94001
I
W
O
0
Ll-
I
on
I "'
N Q
N F
I
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H
.......................... €(........._.._.._ . ... ..
+I
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—
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_ _...
_..
V1
Q 910
I"
W
:3
910
-. -.....
�.--
_ EXISf....SAN.....
STA. 41 +16-
1
soo 1 _
I ALL PIPE SHALL BE INSTALLED ON A
POSITIVE SLOPE
39 +00
F�2
40 +00
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F -0116
440 S. Church St., Suite 1000
Charlotte, NC 28202 -2075
704.338.6700
41 +00
12^ FORCE
PROVIDE 1' MIN COVER
INSTALL 60 LF OF '. DUCTILE IRON PIPE ALL PIPE SHALL BE INSTALL -ED ON
I A POSITIVE SLOPE
ALL PIPE SHALL BE INSTALLED ON
A NEGATIVE SLOPE
42 +00 43 +00
PROJECT NUMBER
44 +00 45 +00
M. SHULTZ, PE
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
46 +00
_....._.......
INSTALL 12^ FORCE MAIN AT A DEPTH
EASTING
• :3 950
Z
-
REQUIRED TO PROVIDE A MINIMUM COVER
45 +00
-
-
47 +00
OF 3.5' UNLESS SPECIFICALLY NOTED
-
49 +00
Z
-
OTHERWISE
O
__-- --.�_... ....._-. _._ ..- ...... ........... . .... __-._...,._
..,_TWO 940
0
I
+ 930
I�
H
.......................... €(........._.._.._ . ... ..
........ W 920
1_J
. - _-- _,______...,.
Q 910
I"
900
COORDINATE DATA ALONG THE
PROPOSED FORCE MAIN CENTERLINE:
STATION
NORTHING
EASTING
43 +00
-
-
45 +00
-
-
47 +00
-
-
49 +00
-
-
40 0 40 80
47 +00 48 +00 49 +00 HORIZONTAL SCALE IN FEET
10 0 10 20
a-- iiiia
VERTICAL SCALE IN FEET
MURRAY BASIN
SANITARY SEWER PROJECT
HICKORY
`•::u Nort
STA. 39 +00 TO STA. 49 +00
12" FORCE MAIN PLAN AND PROFILE
0 1" 2- FILENAME 02C- 08.dwg SHEET f�
SCALE 1'=40' 02C -08
ID
IC
I
IA

w
g
T t 3 a a ti 7 8
COORDINATE DATA ALONG THE 1 2 12" 45' FITTING
PROPOSED FORCE MAIN CENTERLINE: (47' DEFLECTION)
STATION NORTHING EASTING NT 7248701 I Z
E 1329391 GENERAL NOTES
52 +00
ry 1 2 12" 45' FITTING 1. SEE SPECIFICATION SECTION 15060 FOR ICE V
(47' DEFLECTION) r= - —5�- PIPE MATERIAL.
Q NT 724874 57+17 I — 2. EXISTING INFORMATION ON THIS DRAWING
E 1329389 _¢C: TAKEN FROM A SURVEY BY WITHERSPOON
Z SURVEYING DATED FALL, 2014. D
` ALL COORDINATES ARE BASED ON
O
GROUND SURVEY COORDINATES AND ARE
506 LF OF SILT FENCE Q TIED TO THE NORTH CAROLINA STATE
O SEE DETAIL 3/04C -OS Wf O PLANE COORDINATE SYSTEM (NAD83,
PROPERTY LINE Z FEET). COORDINATE ELEVATION DATUM IS
I Z NAVD88.
AIR RELEASE MANHOLE
AIR RELEASE U 3. EXISTING UTILITY LOCATIONS AND
STA GO/ 235 LF OF SILT FENCE UNNAMED TRIBUTARY I I �. ELEVATIONS ARE APPROXIMATE AND SHALL
/ TO LYLE CREEK I '..� BE VERIFIED TI THE CONTRACTOR PRIOR
SEE DETAIL 3/04C -OS 10' TEMPORARY I O TO CONSTRUCTION.
�O STREAM 3, INTERMITTENT CONSTRUCTION EASEMENT I I O
/ SILT FENCE STONE OUTLET (iYP.) .; II 1000 O KEY NOTES
SEE DETAIL 01 /04C -09 WATTLE (TYP.) 12" 45' FITTING I L
SEE DETAIL 5/04C -10 I (39' DEFLECTION) U UTILITY MARKER
STA 55 +88 H N O SEE DETAIL 2/04C -04.
�� N 724909 1 2 N O
'E 1329265 W 2 PROVIDE THRUST BLOCKING
J= OSEE DETAIL 1/04C -04.
x 1n O 80 LF OF SILT FENCE
TCE — -CE _ ICE_ --S 12" 45' FITTING I W SEE DETAIL 3/04C -08
— TCE — - %� . �:,. 20' PERMANENT (39' DEFLECTION) Q W O
I^�- EASEMENT STA 55 +84 I N INSTALL "FORD" STYLE CROSSING
—��. -'52 +� / N 724912 1 2 4 IMMEDIATELY AFTER "CULVERT" STYLE IS
X10 E 1329262 REMOVED. SEE DETAIL 4/04C -08. C
12" 22 1/2' FITTING & �__�
/ 11 1/4' FITTING - EASEMENT IS
/ 1 2 (36' DEFLECTION 12" 1 EFLEC FITTING LIMITS OF DISTURBANCE
TEMPORARY EROSION � 0 (11' DEFLECTION)
STA 50 +68 CONTROL AT STREAM INSTALL CULVERT" STYLE 101 LF OF SILT FENCE STA 54 +OS PROPERTY LINE
N 725416 CROSSING STREAM CROSSING SEE DETAIL 3/04C -08
N 725091
/ E 1329365 ____ __ _ SEE DETAIL 4/04C -10 _.. O SEE DETAIL 5/04C -08 .,,,, _,..,. E 1329275 1 2
1040 ... .......... ........ , ..._.._...... ..._. ... .. ........... ........... .. ........_. ..... .............. ......... 1040
2" 5 FITTING
«- -_.-----.-_-_---_ -_.
1030001 _ _ ..- _,_, - -_.-._ ..- . -..._ ° ° -__ _ ,..m..-..., �...__"___. .�. _._. ..�.. , - _ - .—.�. -s-..- - - .— �. - ` - _ 1030
O'� 12° 45' FITTING
? ( z PI STA 55 +84 45
E 12" FITTING
k 12 45 FITTING PI STA 57 +21� i
U i _
FO "v1 f i PI STA 55 +88
1020 WI. ...... ........ _. __... ___. __.__ \+ t _ _ ..�..� ........ O
........... __- __. ........ o -...-......._ rt ... ..........._. ._ ,_.�.,.._ . .....y.. ..... till" -
LjI
u
(n n i Z_
i
�a Z
W / O
1010 Zt..._. __. ____ __ ____._. _. __. _.. _... .._ .......... ......... ........ _... �..� ........ .... ..... ._. _....._.._. ......... ...._ , _ - __... ...' 81010
0 E
z i O B
�zm / O
1000 Z _- __. ____ _ ____ N_k� ___ __. ____. -_ EXISTING GRADE _.. / _... ......... ........... .......... .............. ... ............... -1000
o /..... .... (j
IN
UI N�� IO
AIR RELEASE MANHOLE `� a - /
990 OO I.,...,. ..._. - _ -..- ..- ..----__----- - ---_-_-- ,_----------------,_.,.--.,_- -...,.,_.,. .,_... ...------ ..._.....--- ..- _... - -, .-_-._....... ._..,., ._.,.. ..... .... ..... --.. INSTALL 12" SPECIFICALLY OE ED .__.. __.__. I 990
'TOP SET 2` ABOVE GLADE REQUIRED TO PROVIDE A MINIMUM COVER Z
STA.. 49 +10 f OF 3.5' UNLESS fn
OTHERWISE.
INSTALL 60 4F OF DUCTILE IRON PIPE / I W
O W
980 +... ....... ....... ........ .................... ......_ \ ............. .......�.__.. { ___. __.... ........ ............. ....... ............ .. ... .. ................. . _..._.. ............... ............._ __.. ......... ... ..._. 980
t
UNNAMED TRIBUTARY ,/ 12" FORCE MAIN
Q TO LYLE CREEK O
�. STREAM 3 O
DO
.._...........
970 w�..... ALL......P1PE.._SNALL BE:.INSTACCED ON \ ~— _.._ �Lo 970
=I A POSITIVE SLOPE \
PROVIDE 1' MIN. COVER
ALL PIPE SHALL BE INSTALLED ON 22 1/2 ' VERTICAL FITTING W
al d ALL PIPE SHALL BE INSTALLED ON
STA
960 _ A NEGATIVE SLOPE _.... -. -... (n.. DEFLECTION) - A POSITIVE SCOPE _ ....- .M...... ...... . o... ...._�.�_ ___� -._ _ �._�_ .__I� seo A
Ix
40 80
40 0
HORIZONTAL SCALE IN FEET
10 0 10 20
VERTICAL SCALE IN FEET
49 +00 50 +00 51+00 52 +00 53 +00 54 +00 55 +00 56 +00 57 +00 58 +00
F�2
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F -0116
440 S. Church SL, Suite 1000
Charlotte, NC 28202 -2075
704.338.6700
MANAGER M. SHULTZ, PE
ISSUE DATE DESCRIPTION I PROJECT NUMBER 000231 - 228531 -018
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
MURRAY BASIN
SANITARY SEWER PROJECT
HICKORY
` N—h Carolina �-
STA. 49 +00 TO STA. 58 +00
12" FORCE MAIN PLAN AND PROFILE
0 1. 2• FILENAME 02C- 09.dwg SHEET(` Q
SCALE 1 -40' 02C -09

COORDINATE DATA ALONG THE
PROPOSED FORCE MAIN CENTERLINE:
\ STATION NORTHING EASTING GENERAL NOTES
�
12" 45' FITTING AIR RELEASE MANHOLE 62 +00
\ i 2 (45' DEFLECTION) STA 62 +2T \ - - 1. SEE SPECIFICATION SECTION 15060 FOR
STA 60 +72 297 LF OF SILT FEjCEI \ 64 +00 PIPE MATERIAL.
N 724542 SEE DETAIL 3/04C1108. - -
E 1329270 SILT FENCE STONE OUTLET (TYP.) �l 2. EXISTING INFORMATION ON THIS DRAWING
\ '!! ` _ TAKEN FROM A SURVEY BY WITHERSPOON
SEE DETAIL 1/04f-09 9T SURVEYING, PLLC, DATED FALL, 2014.
\� \Cy ALL COORDINATES ARE BASED ON
\ 1 12" 45' FITTING - I \:�� GROUND SURVEY COORDINATES AND ARE
2
�(48- DEFLECTION) \ TIED TO THE NORTH CAROLINA STATE
STA 60 +69 PLANE COORDINATE SYSTEM (NAD83,
N 724544 '9 FEET). COORDINATE ELEVATION DATUM IS
E 1329274 \ 6'A NAVD88.
'. 10' TEMPORARY 5' X 10' ,. - \ XS 3. EXISTING UTILITY LOCATIONS AND
"�- f.nNSTRt U:TInN FASFMFNT � �qy RE EIVING PiI I _ — T ���� — _ — — 7CNO ELEVATIONS ARE APPROXIMATE AND SHALL
BE VERIFIED BY THE CONTRACTOR PRIOR
TO CONSTRUCTION.
-
As- =--- - - - - — — C,
EASEMENT IS _ `�YJ. KEY NOTES
I LIMITS OF DISTURBANCE;.— ;�G UTILITY MARKER
I 20' PERMANENT EASEMENT- °`'""" =--`� \9�O O SEE DETAIL 2/04C -04
PROVIDE THRUST BLOCKING
- \SF O SEE DETAIL 1/04C -04
F
_ . _ 50 LF OF SILT FENCE
_
- I T1\ \ y�� O SEE DTL 3/04C -08
NORFOLK
SOUTHERN '` `RIGHT —OF —WAY INSTALL TEMPORARY CONSTRUCTION
RAILROAD ENTRANCE. SEE DETAIL 1/04C -08.
4 —
1
20 X 40'
20' TEMPORARY BORE PIT
CONSTRUCTION EASEMENT I
10' TEMPORARY I y�
CONSTRUCTION EASEMENT
J
MATCHLINE STA 58 +00 FOR CONTINUATION SEE SHEET 02C -09
HDR Engineering, Inc.
of the Carolinas
NCBELS Ucense No. F -0116
440 S. Church St., Suite 1000
Charlotte, NC 28202 -2075
704.338.6700
i
1070
1070
O I EX. WATER
1060 ....... .......... ............... - STA, 63+07 ........ I1060
12" 45' FITTING I U
U (ROTATE VERTICALLY) N
O PI STA 60 +69 AIR RELEASE MANHOLE EX. SS PIPE
N O
12 45 FITTING TOP SET AT GRADE APPROXIMATE LOCATION
PI STA 60 +72 STA. 62 +27 AND ELEVATION Ld
1050 = I _.. _.. .......... ... ............. ° ................. ..___ . _........ .......... ........ ........ .._. .................. ................. NO SURVEY -DATA. I `21050
(q NORFOLK SOUTHERN RAILROAD -
ROAD ASPHALT DRNEWAY ? EXISTING GRADE I w
w
LLI DITCH i fw/I
1040 Z US HIGHWAY 70... ..... _ _ _ 01040
Q I EXIST. '':12" RCP STORM I�
J I STA. 58 +13 Z
Z _ ........ Z1030
1030H- __....._..._�,,,.._�... _ � J °.......... ____ _. - EX -. -WM __. ............. ........... -TZ' FORCE MAIN _..
Z i EX. SAN. SEWER EX. GAS STA. 61 +30 O
O STA. 57+57—\,,,
STA. WM U 60 +95 .
STA. 60 +33 ;EX. GAS I0:
d' --- - - - - -- — - - -- STA. 60 +63 INSTALL 12" FORCE MAIN AT A DEPTH O
O ---- - - - - -- - --- - - - - -- EX SAN. SEWER REQUIRED TO PROVIDE A MINIMUM COVER IL`
1020w - - -- - -- - - INSTALt 160 LF-OF 24" STEEL CASING -- PIPE - -- STA: 80 +52 ----- - - - -- -- 1020
J OF 3.5' UNLESS SPECIFICALLY NOTED I +
OTHERWISE.
O
iolo�l- -- - - -- - ALL PIPE SHALL BE INSTALLED ON _ALL PIPE SHALL BE INSTALLED ON -- 101010
A POSITIVE SLOPE A NEGATIVE SLOPE
v7
N
w
1000 Z ! J1000
J 2
2 U
U Q
58 +00 59 +00 60 +00 61 +00 62 +00 63 +00 64 +00
PROJECT
M. SHULTZ, PE
ISSUE DATE DESCRIPTION I PROJECT NUMBER 000231 - 728531 -018
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
MURRAY BASIN
SANITARY SEWER PROJECT
HICKORY
`- Nort Carol,ns
40 0 40 80
HORIZONTAL SCALE IN FEET
10 0 10 20
VERTICAL SCALE IN FEET
STA. 60 +50 TO STA. 64 +50
12" FORCEMAIN PLAN AND PROFILE
0 1" 2" FILENAME 02C -10dwg SHEET (�
SCALE 1" = 40' 02C -10

i
g
B
g
/
12" 45' FITTING 1 2
G/
COORDINATE DATA ALONG THE
PROPOSED FORCE MAIN CENTERLINE:
\
(50' DEFLECTION)
Otl,
I INSTALL 12" FORCE MAIN AT A DEPTH
1n
REQUIRED TO PROVIDE A MINIMUM COVER
STA 73 +02
STATION NORTHING FASTING
ham/
OTHERWISE.
10100
67 +00 - -
GENERAL
NOTES
69 +00 - -
=TCE — — TCE. — —. TCE — — TCE
PROPERTY LINE (TYP.)
/
12" 45' FITTING 1 2
JP�\o
`:0
_
1020 N'
(50' DEFLECTION)
W
I INSTALL 12" FORCE MAIN AT A DEPTH
1n
REQUIRED TO PROVIDE A MINIMUM COVER
STA 73 +02
OF 3.5' UNLESS SPECIFICALLY NOTED
ham/
OTHERWISE.
10100
N 723900
GENERAL
NOTES
Ny
EX. 24" PCP
=TCE — — TCE. — —. TCE — — TCE
— — TCE — — TCE. — — TCE
STA. 72 +85
91 1 Flo I
_
Rif
ROCK CHECK DAM (TYP.)
-
SEE DETAIL 3/04C -09
12" 45' FITTING 1 2
WATTLE (TYP.)
(44' DEFLECTION)
SEE DETAIL 5/04C -10
STA 64 +59
N 724680
SILT FENCE STONE OUTLET
E 1328910
SEE DETAIL 1/04
12" 45' FITTING OO
(45' DEFLECTION)
"
STA 64 +55
/
N 724682
-g
\
E 1328914
35' TEMPORARY
1050
12" 45' FITTING
PI STA 64 +55
1040 I .1.12° 45' FITTING
PI STA 64 +59
1030 Ni.... _.... _...._
O
10' TEMPORARY \
CONSTRUCTION EASEMENT
EASEMENT IS 1 2 12" '} ll 1/4' FITTING
LIMITS OF DISTURBANCE (11- D LECTION)
STA 70+ 0
N 724123
E 1328685
0
b
8
— TCE — — TCE TCE — TCE — — TCE — —.TCE, — TCE — '�c- e��
..600— — — �9fGtT — — — 71T+OIY — TICE �tGF' / \ O UTILITY MARKER
/ l� G SEE DETAIL 2/04C -04. I FM Rd
PROVIDE THRUST BLOCKING
789 LF OF SILT FENCE - - TCE
SEE DETAIL 3/04C -08 /T
TYP.) 20' PERMANENT EASEMENT 110' TEMPORARY
C -09 CONSTRUCTION
PROPERTY LINE EASEMENT /
PROPERTY LINE ( 12" 45' FITTING J/
(42' DEFLECTION)
STA 71 +58
N 724041 1002
E 1328631
0
K
a�
�+
0
In
N
r. EXISTING.. GRADE `.a _...
12" 45' FITTING 1 2
O
_
1020 N'
(50' DEFLECTION)
W
I INSTALL 12" FORCE MAIN AT A DEPTH
1n
REQUIRED TO PROVIDE A MINIMUM COVER
STA 73 +02
OF 3.5' UNLESS SPECIFICALLY NOTED
Z
OTHERWISE.
10100
N 723900
GENERAL
NOTES
Ny
EX. 24" PCP
E 1328661
/
STA. 72 +85
- - -- - 1ST STREET SW
EX. UGE
12" 22 1/2' FITTING 1 2
1.
SEE SPECIFICATION SECTION 15060 FOR
(26' DEFLECTION)
PIPE MATERIAL.
15
STA 73 +06 -
/
r.. / 2.
EXISTING INFORMATION ON THIS DRAWING
PERMANENT
EASEMENT
N 723897
E 1328658
/
TAKEN FROM A SURVEY BY WITHERSPOON
SURVEYING, PLLC, DATED FALL, 2014.
-g
\
20' X 40'
35' TEMPORARY
r�7L
ALL COORDINATES ARE BASED ON
GROUND SURVEY COORDINATES AND ARE
CONSTRUCTION
BORE PIT
7
/G/
TIED TO THE NORTH CAROLINA STATE
PLANE COORDINATE SYSTEM (NAD
FEET). COORDINATE ELEVATION DATUM IS
NAVD88.
3.
EXISTING UTILITY LOCATIONS AND
/(v
�V
ELEVATIONS ARE APPROXIMATE AND SHALL
BE VERIFIED BY THE CONTRACTOR PRIOR
5' X 10'
\
1ST ST SW ,t.
TOP
TO CONSTRUCTION.
RECEIVING PIT 4
03
\ / JP�
KEY
NOTES
— TCE — — TCE TCE — TCE — — TCE — —.TCE, — TCE — '�c- e��
..600— — — �9fGtT — — — 71T+OIY — TICE �tGF' / \ O UTILITY MARKER
/ l� G SEE DETAIL 2/04C -04. I FM Rd
PROVIDE THRUST BLOCKING
789 LF OF SILT FENCE - - TCE
SEE DETAIL 3/04C -08 /T
TYP.) 20' PERMANENT EASEMENT 110' TEMPORARY
C -09 CONSTRUCTION
PROPERTY LINE EASEMENT /
PROPERTY LINE ( 12" 45' FITTING J/
(42' DEFLECTION)
STA 71 +58
N 724041 1002
E 1328631
0
K
a�
�+
0
In
N
r. EXISTING.. GRADE `.a _...
F-
J
Z
H
10000
U
OI
990
O
UD
+
� I
CO
980 Q I... _.... _ __...
N
W1Z
970 =I...
H-I
960
65 +00 66 +00
I-)2
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F -0116
440 S. Church St., Suite 1000
Charlotte, NC 28202 -2075
704.338.6700
67 +00
W
O
_
1020 N'
-.. _.. _... ..... _.... _....
W
I INSTALL 12" FORCE MAIN AT A DEPTH
1n
REQUIRED TO PROVIDE A MINIMUM COVER
.�P
/GJ
OF 3.5' UNLESS SPECIFICALLY NOTED
Z
OTHERWISE.
10100
_ _ _
F-
J
Z
H
10000
U
OI
990
O
UD
+
� I
CO
980 Q I... _.... _ __...
N
W1Z
970 =I...
H-I
960
65 +00 66 +00
I-)2
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F -0116
440 S. Church St., Suite 1000
Charlotte, NC 28202 -2075
704.338.6700
67 +00
1050
J
SEE DETAIL 1/04C -04.
INSTALL STEEL CASING PIPE USING
O
1040
TRENCHLESS CONSTRUCTION METHODS
X
�K+
w�
w
PER THE SPECIFICATIONS. CONTRACTOR
SHALL DETERMINE HORIZONTAL AND
73 LF OF SILT FENCE
SEE DETAIL 3/04C -08
.�P
/GJ
I V1030
VERTICAL LOCATION OF ALL UTILITIES
PRIOR TO INSTALLATION.
INSTALL EROSION CONTROL MATTING ON
DISTURBED SLOPED AREA.
�o
N+
M
G
...............
SEE DETAIL 4/04C -09
1050
J
1040
00
Z Z r0
1
�K+
w�
w
04
w n 12" 45' FITTING z
...... _._....._v~i PI STA 73 +02 k _......
I V1030
o
�o
N+
M
(V
r
IO
...............
n
N F _.... _
IJ.I
LLI
=1020
Ny
EX. 24" PCP
IN
I W
STA. 72 +85
- - -- - 1ST STREET SW
EX. UGE
EX. UGE
- - STA.- 72 +93 --
IL10
_
STA. 72 +13
IZ
STORM PIPE O I-
_. STA 72 +22 21000
(APPROXIMATE LOCATION) _ _ _ - - _ _ _ U
ALL PIPE SHALL BE INSTALLED ON
12" 22 i/2'� 3 Ip�
_A _NEGATIVE SLOPE VERTICAL FITTING _ 1 990
NSTALL 100 LF OF 24" STEEL CASING PIPE
O
O
+
I�
Ir 980
Q
(N
W
970
_
960
68 +00 69 +00 70 +00 71 +00 72 +00 73 +00 74 +00
PROJECT MANAGER M. SHULTZ, PE
ISSUE DATE DESCRIPTION I PROJECT NUMBER 000231- 228531 -018
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
MURRAY BASIN
SANITARY SEWER PROJECT
HICKORY
-�
40 0 40 80
HORIZONTAL SCALE IN FEET
10 0 10 20
VERTICAL SCALE IN FEET
STA. 64 +50 TO STA. 74 +00
12" FORCE MAIN PLAN AND PROFILE
0 1• 2• FILENAME 02C- 11.dwg SHEET
SCALE 1"=40 02C -11
IC
I
IA

Z
1 1
SI `
W�
-4- 2 12 45' FITTING
1
1 I (43' DEFLECTION) _
STA 75 +73 TT��� X 10 ,I N
1 N 723781 RECEIVIIJx PIT 0
1 1 E 1328417
10 PERMANENT '-g �.5�
O I
EASEMENT 113-9
(LIMITS OF DISTUBANCE) O 77 +OC(
3 v 1 a 1 0 a
' � U GENERAL NOTES
\ / 1 PIPE SPECIFICATION SECTION 15060 FOR
2. EXISTING INFORMATION ON THIS DRAWING
TAKEN FROM A SURVEY BY WITHERSPOON
SURVEYING, PLLC, DATED FALL, 2014.
ALL COORDINATES ARE BASED ON
611 LF OF SILT FENCE GROUND SURVEY COORDINATES AND ARE
SEE DETAIL 3/04C -08 �'� /� TIED TO THE NORTH CAROLINA STATE
PLANE COORDINATE SYSTEM (NAD83,
SILT FENCE STONE OUTLET (TYP.) \ \ - AF FEET). COORDINATE ELEVATION DATUM IS
SEE DETAIL 1/04C -09 LIMITS OF DISTURBANCE - NAVD88.
r 20� X 40' RIGHT —OF —WAY
BORE PIT 3. EXISTING UTILITY LOCATIONS AND
_ __ _ ELEVATIONS ARE APPROXIMATE AND SHALL
LOD ��� ���9 00 1� SF� - -- / 4i BE O CONSTRUCTION.
CONTRACTOR PRIOR
78+00 80 +00 �\ C)
248 LF OF SILT FENCE �O
Z I SEE DETAIL 3/04C -OB S�O��' �\ ` /
C —
V12' FORCEMAIN 8p +0 � �SF l.. O
O 1 ST ST SW
N ,.. EDGE OF PAVEMENT IS
LIMITS OF DISTURBANCE (TYP )
1 12" 45' FITTING 1 2
N 1 _ - (47 DEFLECTION)
STA 76+05
n 65 LF OF SILT FENCE - _ - - N 723751 I
f SEE DETAIL 3/04C -08 _ `�� E 1328405 ---
J
1030 j
CV
O
r
LIJ
1020 N
w
W
U)
1010 0
a
z
1 000 ZO
U
w
O
LL
990
O
O
980
H
N
W
Z
970 J
2
U
Q
960
/2
Z
---- --- --
M
Cj1030
C*4
O
L
LIJ
I 020
n
I
Ir,,
01010
a
z
1=
07-1 000
U
CY
O
LL
990
O
O
M
00 980
H
N
LIJ
Z
J 970
2
U
Q
74 +00 75 +00 76 +00 77 +00 78 +00 79 +00 80 +00 81 +00 82 +00 83 +00
F�2
HDR Engineering, Inc.
of the Carolinas
NCBELS License No, F -0116
440 S. Church St., Suite 1000
Charlotte, NC 28202 -2075
704.338.6700
ISSUE DATE DESCRIPTION
PROJECT MANAGER M.SHULTZ, PE
PROJECT NUMBER 1000231- 228531 -018
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
MURRAY BASIN
SANITARY SEWER PROJECT
HICKORY
�' ��,_ NwtM1 Ceroltne �'
KEY NOTES
OUTILITY MARKER
SEE DETAIL 2/04C -04.
OPROVIDE THRUST BLOCKING
SEE DETAIL 1/04C -04.
O INSTALL STEEL CASING PIPE USING
TRENCHLESS CONSTRUCTION METHODS
PER THE SPECIFICATIONS. CONTRACTOR
SHALL DETERMINE HORIZONTAL AND
VERTICAL LOCATION OF ALL UTILITIES
PRIOR TO INSTALLATION.
COORDINATE DATA ALONG THE
PROPOSED FORCE MAIN CENTERLINE:
STATION
I NORTHING
EASTING
78 +00
-
-
80 +00
-
-
82 +00
-
-
40 0 40 80
960
HORIZONTAL SCALE IN FEET
10 0 10 20
VERTICAL SCALE IN FEET
STA. 74 +00 TO STA. 83 +00
12" FORCE MAIN PLAN AND PROFILE
0 1. 2• FILENAME 02C- 12.dwg SHEET
SCALE 1 " =40' 02(-12

E
a
g
J
m
GENERAL NOTES
1. SEE SPECIFICATION SECTION 15060 FOR
PIPE MATERIAL.
2. EXISTING INFORMATION ON THIS DRAWING
TAKEN FROM A SURVEY BY WITHERSPOON
SURVEYING, PLLC, DATED FALL, 2014.
ALL COORDINATES ARE BASED ON
GROUND SURVEY COORDINATES AND ARE
TIED TO THE NORTH CAROLINA STATE
PLANE COORDINATE SYSTEM (NAD83,
FEET). COORDINATE ELEVATION DATUM IS
NAVD88.
3. EXISTING UTILITY LOCATIONS AND
ELEVATIONS ARE APPROXIMATE AND SHALL
BE VERIFIED BY THE CONTRACTOR PRIOR
TO CONSTRUCTION.
KEY NOTES
OUTILITY MARKER
SEE DETAIL 2/04C -04
OPROVIDE THRUST BLOCKING C
SEE DETAIL 1/04C -04.
O3 169 LF OF SILT FENCE
SEE DTL 3/04C -08
O INSTALL STEEL CASING PIPE USING
TRENCHLESS CONSTRUCTION METHODS
PER THE SPECIFICATIONS. CONTRACTOR
SHALL DETERMINE HORIZONTAL AND
VERTICAL LOCATION OF ALL UTILITIES
PRIOR TO INSTALLATION.
.......... .......... . - ... . . ....... .. ..... . ......... .................
I I
N AIR RELEASE MANHOLE N
OI TOP SET AT GRADE IO
1 STA.: 86 +80
1040 __.... _ ___ ............. ... . _ -- ..._ .. ..__...... ....__._. __ ----------- ._._ _ lb04O
W I z 0 12" 22 1/2- FITTING j
LLI
N �+ PI STA 86 +31 12" 11 1/4' FITTING IN
W m ?� AND 22 1/7 FITTING W
N1 : �� FAIRGROVE CHURCH ROAD PI STA 87 +42
W
1030 ._....._... _.._ ..... ........... .._.__.... ....__._.. ................ ........ .......... ...... .............. ......... ..... _.......... ......_ ___. ____ V1030
EXI TING GRADE I I O
O N N STA. 86 +1 _ COORDINATE DATA ALONG THE
- a % — — — A H PROPOSED FORCE MAIN CENTERLINE:
' STATION NORTHING EASTING
1020 Z _ _ _...... � . ... ........._ _... _....._. __ ................ ........... __.... ......... ... ......... ._ ____ ___._ __ -_ ___ Z1020
Z1 / ____ - IZ 90 +00 -
O
OI _ _IO 92 +00 -
-
_ - EX. FOS
12" FORCE MAIN ;
w-
.10100 EX... 4 ".. WM STA. 85 +52 - -_ _ _. _... _ _ -
2 EX. FOS EXIST. STORM - -_ . .. -.. ... _._.__ t........__.... 121010
STA. 85 +18
STA. 84 +52 STA. 85 +42
I EX. GAS I I
EX. 4" GAS O STA. 85 +34
OI STA. 84 +66 10
O INSTALL 190 LF OF 24" STEEL CASING PIPE
OOI 0
1000 + . ....... .............. .........._
+1000
th INSTALL 12" FORCE MAIN AT A DEPTH
REQUIRED TO PROVIDE A MINIMUM COVER
Q - OF 3.5' UNLESS SPECIFICALLY NOTED Q
N I OTHERWISE. I N
990 wI__. IW 990
Z
-J ALL PIPE SHALL BE INSTALLED ON -J
ALL PIPE SHALL BE INSTALLED ON
0I A POSITIVE SLOPE I�
A NEGATIVE SLOPE
980 m1 -.. _..... __ - -T . _.__ __ ._ _. ___. _. _.... _ _. ___.. __.... _.... _ .........._.. Im 980
970 970
a. I 40 0 40 80
',
HORIZONTAL SCALE IN FEET
10 0 10 20
VERTICAL SCALE IN FEET
83 +00 84 +00 85 +00 86 +00 87 +00 88 +00 89 +00 90 +00 91 +00- -92 +00 93 +00
HDR Engineenng, Inc.
of the Carolinas
NCBELS License No. F -0116
440 S. Church St., Suite 1000
Charlotte, NC 28202 -2075
704.338.6700
ISSUE DATE DESCRIP710N
PROJECT MANAGER M. SHULTZ, PE
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
MURRAY BASIN
SANITARY SEWER PROJECT
HICKORY
��t�_ NortM1 Carolina �'
STA. 83 +00 TO STA. 93 +00
12" FORCE MAIN PLAN AND PROFILE
0 p 2^ FILENAME 02C- 13.dwg SHEET
SCALE 1°=40' 02C -13

2
3
II1 1
I 121" 11 1' FI I 1 2
1 I (1' DEFLEC/4TION NG
1 1 STA 94 +39 1
N 723559 EDGE OF PAVEMENT IS
�1 II E 1326625.. -'`1'1 LIMITS OF DISTURBANCE (TYP.)
WATTLE (TYP.)
I - _ SEE DETAIL 5/04C -10 - —
1
yX11 _• '• _. ' �
0
1040
1030 M
'f
i
1020 L
W
N
W
W
1010 N
Z
O
Q
7
1000 F-
Z
O
U
it
9900
I
O
O
980 +
M
01
H
!n
970 W
Z
J
S
U
H-
Q
960 M
Z 1 ` SILT FENCE STONE OUTLET (TYP.)
SEE DETAIL 1/04C -08 393 LF OF SILT FENCE
SEE DETAIL 3/04C -08
4
O
13
I
1
1
—
1
I
1
�
_
ALL COORDINATES ARE BASED ON
1
1T10 +Op
SF —LOD----SF
101+00 Lpp = J Q _ _�= �FL��-=
TIED TO THE NORTH CAROLINA STATE
6TH AVE SE SR 1578
5' X 10'
I
F/
RECEIVING PIT
103 O
EXISTING UTILITY LOCATIONS AND
ELEVATIONS ARE APPROXIMATE AND SHALL
20' X 40'
BORE PIT 1
--- — --- 475 LF OF SILT FENCE
12" FORCEMAIN SEE DETAIL 3/04C -08
3 t f 4 /
6> 00 �7 0 d
� LOD_
98 +000
-- LOD_�F _ LODE- -- jw �
99 +00 — —SF
—
-
SURVEYING, PLLC, DATED FALL, 2014.
99 +00
ALL COORDINATES ARE BASED ON
-
1T10 +Op
SF —LOD----SF
101+00 Lpp = J Q _ _�= �FL��-=
TIED TO THE NORTH CAROLINA STATE
N
PLANE COORDINATE SYSTEM (NAD83,
FEET). COORDINATE ELEVATION DATUM IS
102 +00
103 O
EXISTING UTILITY LOCATIONS AND
ELEVATIONS ARE APPROXIMATE AND SHALL
BE VERIFIED BY THE CONTRACTOR PRIOR
TO CONSTRUCTION.
' '
,...._. -
W
'._.... .:::.
17 rid i
. .,.
THRUST BLOCKING
B•11 :::-
... .�...._ -.. ..
OINSTALL
W
. _._
TRENCHLESS CONSTRUCTION METHODS
PER THE SPECIFICATIONS. CONTRACTOR
LJ
W
SHALL DETERMINE HORIZONTAL AND
j
ROCK CHECK DAM (TYP.)
I h j N
...... s
TATE BLVD 3 0 SE SEE DETAIL / 4C
O Z
i
'
-
EDGE OF PAVEMENT IS
<
N
LIMITS OF DISTURBANCE (TYP.)
I Z
LLJ
Z Z
TATE BLVD. SE
TEMPORARY FABRIC DROP
'
INLET PROTECTION (TYP.)
I
H
SEE DETAIL 2/04C -10
� O
1040
U-) 1030
U
04
O
1020
W
2
V1
W
Lai 1010
Z
O
Q
Z 1000
z
Z
O
U
O 990
L�
O
O 980
M
O
H
N 970
W
Z
J
2
U
Q 960
m
93 +00 94 +00 95 +00 96 +00 97 +00 98+00 99 +00 100 +00 101 +00 102 +00 103 +00
F)2
HDR Engineenng, Inc.
of the Carolinas
NCBELS License No. F -0116
440 S. Church SL, Suite 1000
Charlotte, NC 26202 -2075
704.338.6700
ISSUE DATE DESCRIPTION
PROJECT MANAGER M.SHULTZ,PE
PROJECTNUMBER 1000231- 228531 -018
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
MURRAY BASIN
SANITARY SEWER PROJECT
HICKORY
�``._ NortM1 Carolina �-
t3
GENERAL NOTES
1. SEE SPECIFICATION SECTION 15060 FOR
NPIPE MATERIAL.
2.
EXISTING INFORMATION ON THIS DRAWING
EASTING
TAKEN FROM A SURVEY BY WITHERSPOON
-
SURVEYING, PLLC, DATED FALL, 2014.
99 +00
ALL COORDINATES ARE BASED ON
-
GROUND SURVEY COORDINATES AND ARE
-
TIED TO THE NORTH CAROLINA STATE
PLANE COORDINATE SYSTEM (NAD83,
FEET). COORDINATE ELEVATION DATUM IS
NAVD88.
3.
EXISTING UTILITY LOCATIONS AND
ELEVATIONS ARE APPROXIMATE AND SHALL
BE VERIFIED BY THE CONTRACTOR PRIOR
TO CONSTRUCTION.
KEY
OUTILITY
NOTES
MARKER
SEE DETAIL 2/04C -04
OPROVIDE
THRUST BLOCKING
SEE DETAIL 1/04C -04.
OINSTALL
STEEL CASING PIPE USING
TRENCHLESS CONSTRUCTION METHODS
PER THE SPECIFICATIONS. CONTRACTOR
SHALL DETERMINE HORIZONTAL AND
VERTICAL LOCATION OF ALL UTILITIES
PRIOR TO INSTALLATION.
COORDINATE DATA ALONG THE
PROPOSED FORCE MAIN CENTERLINE:
STATION
NORTHING
EASTING
97 +00
-
-
99 +00
-
-
101 +00
-
-
40 0 40 80
HORIZONTAL SCALE IN FEET
10 0 10 20
VERTICAL SCALE IN FEET
STA. 93 +00 TO STA. 103 +00
12" FORCE MAIN PLAN AND PROFILE
0 1. 2- FILENAME 02C- 14.dwg SHEET
SCALE 1" = 40' 02C -14

k
s
g
1
2 I 3 1 v
a
6
M_AT_CHLINE STA 110 +00 FOR CONTINUATION SEE SHEET 02C-16
I/
GENERAL
NOTES
173 LF OF SILT FENCE SF�
SEE DETAIL 3/0 —08 / / ��
1.
N
SEE SPECIFICATION SECTION 15060 FOR
PIPE MATERIAL
1 2 1
2 12" 22 1/2' ITTING
ON)
2.
EXISTING INFORMATION ON THIS DRAWING
12" 45' FTTING
STA 108 17
F o
TAKEN FROM A SURVEY BY WITHERSPOON
(48' DEFLECT1GNj-"
N 723720
x 10' PERMANENT EASEMENT
/O°j
258 LF OF SILT FENCE
SURVEYING, PLLC, DATED FALL, 2014.
TW+12
--
E 1325769
/ EASEMENT IS
SEE DETAIL 3/04C -08
ALL COORDINATES ARE BASED ON
NW723724
E 2
LIMITS OF DISTURBANCE
U
12" 45' FITTING 1 2
GROUND SURVEY COORDINATES AND ARE
TIED TO THE NORTH CAROLINA STATE
Olt,( 2" 45' FITTING
�f ,
_
(41' DEFLECTION)
STA 105 +84
PLANE COORDINATE SYSTEM (NAD83,
48' DEFLECTION)
- ` ' '
N 723832
FEET).
FEET). COORDINATE ELEVATION DATUM IS
NT722108+08
� / EXISTING 25' EASEMENT
E 1325572
.
2
E 1325771
-. / l
�, -�.
-
12" 45' FITTING 1 2
COORDINATE DATA MAING'THE
PROPOSED FORCE MAIN ENTERLINE:
3.
EXISTING UTILITY LOCATIONS AND
ELEVATIONS ARE APPROXIMATE AND SHALL
(41' DEFLECTION)
BE VERIFIED BY THE CONTRACTOR PRIOR
12" FORCE MAIN
N 723836 80
STATION
NORTHING
EASTING
TO CONSTRUCTION.
708
0
E 1325570
+
_
,�S
KEY
NOTES
+0
107 +50
-
-
1
UTILITY MARKER
—L p
110 +00
SEE DETAIL 2/04C -04.
OOl 001 06+00 1 —
_ -'� - - -
O
PROVIDE THRUST
ST BLOCKING
(701 1
_ _ _
SEE DETAIL 1ST
3 to
3
O
WATTLE (TYP.)
m O
00 F — — SF —
-
SEE DETAIL 5/04C -10
>
m ;U n
104 +00 SF �)
Fm 105 +00
O
SILT FENCE STONE OUTLET (TYP.)
n S '
,,.,. -
�,. -.
,`— EDGE OF PAVEMENT IS
SEE DETAIL 1/04C -09
n-
-
m
'LIMITS OF DISTURBANCE
Z Z ( ,. ,. - -
(TYP.)
233 LF OF SILT FENCE
=j fTl ' ° " -... -° ... .,. - _...
O
SEE DETAIL 3/04C -08
Z
o� ccn I
>
A
O
EROSION CONTROL MATTING ON
SIDE SLOPE FROMSTA.108+8Z
TATE BLVD. SE
STA. 110 +70
p 12" 45' FITTING
SEE DETAIL 4/04C -09
W I 1 2
+ (45' DEFLECTION)
12" 45' FITTING 1 2
c1'1
STA 105 +24
(44' DEFLECTION)
O
N 723887 i
STA 105 +28
E 1325591
N 723885
E 1325588
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F -0116
440 S. Church St., Suite 1000
Charlotte, NC 28202 -2075
704.338.6700
990
980
970
960
950
940
930
920
PROJECT MANAGER M. SHULTZ, PE
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
MURRAY BASIN
SANITARY SEWER PROJECT
HICKORY
990
U
04
FO 980
W
W
2
1n
W 970
W
1n
Z
O
1i
960
Z
H
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U
950
Of
O
tL
O 940
+
O
930
LLI
Z
7
U 920
40 0 40 80
HORIZONTAL SCALE IN FEET
10 0 10 20
VERTICAL SCALE IN FEET
STA. 103 +00 TO STA. 110 +00
12" FORCE MAIN PLAN AND PROFILE
0 1^ 2- FILENAME 02C- 15.dwg SHEET
SCALE 1 " =40• 02C -15

S
s
z 3 v a 6 f a
U7 627 LF OF SILT FENCE \
SEE DETAIL 3/04C -08 �\ �t
257 LF OF SILT FENCE WATTLE (TYP.) .-
N \ SILT FENCE STONE OUTLET (TYP.) I
p� SEE DETAIL 3/04C -08 SEE DETAIL 5/04C -10 GENERAL NOTES
p SEE DETAIL 1/04C -09 U
O - O 1. SEE SPECIFICATION SECTION 15060 FOR
N I PIPE MATERIAL.
V) 2. 2 2. EXISTING INFORMATION ON THIS DRAWING
N N' IN SURVEYING, MPLLC SURVEY
EDBFALL, 2014 OON
00 (11 11 LEC FITTING _.. IW GROUND SURVEY COORDINATES AND ND ARE
W ZI (11' DEFLECTION) ROCK CHECK DAM (TYP.) SF —SF— —SF— —SF=
ZO STA 112 +17 — SF - -SF— TIED TO THE NORTH CAROLINA STATE
ZI SEE DETAIL 3/04C -09. / 117 +00 118 +00 119 PLANE COORDINATE SYSTEM (NAD83, sf 2 Q E 1325452 O FEET). COORDINATE ELEVATION DATUM IS
fUZI —SF _ -5F -SF— iSF 11 '0 Q NAVD88.
Q —I SF SF _ SF 1 +00 SF . --SF— —SF— — SF _ `, SF — — — — — — — — — — — — —
ZZ •-SF -- SF --f�SF i Z 3. EXISTING UTILITY LOCATIONS AND
Z - 111 +00 +00 : Sri I— ELEVATIONS ARE APPROXIMATE AND SHALL
UO ;00 - 115 iii 12'• 11 1/4' FITTING Z BE VERIFIED BY THE CONTRACTOR PRIOR
"� (13' DEFLECTION) OO O IO TO CONSTRUCTION.
'— STA 116 +56 U
0 _ — _ _ _ N 723194
WATTLE (TYPJ 12" FORCEMAIN 3' DEFLECTION E 1325125 ,. Imp KEY NOTES
I SEE DETAIL 5/04C -10 STA 114 +11 12" 22 1/2' FITTING O UTILITY MARKER
N 723368 (19- DEFLECTION) I I 1 SEE DETAIL 2/04C -04.
E 1325293 STA 114 +79
EASEMENT IS N 723331 00 IO 0 SEE DETAIL THRUST /04CL0CKING
LIMITS OF DISTURBANCE - E 1325235 O 2
10' PERMANENT EASEMENT +
INSTALL "CULVERT" STYLE 1°2 INSTALL "FORD" STYLE CROSSING
EXISTING 25' EASEMENT O STREAM CROSSING I� O IMMEDIATELY AFTER "CULVERT" STYLE IS
SEE DETAIL 5/04C -08 Q REMOVED. SEE DETAIL 4/04C -08.
12" 11 1/4' FITTING00 lz (10' DEFLECTION)
STA 110 +14 N 723616
E 1325602 IU
la
�I
w
890
JI
x
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F -0116
440 S. Church St., Suite 1000
Charlotte, NC 28202 -2075
704.338.6700
PROJECT MANAGER M.SHULTZ,PE
ISSUE DATE DESCRIPTION I PROJECT NUMBER 000231- 228531 -018
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
MURRAY BASIN
SANITARY SEWER PROJECT
HICKORY
�L Norxh Cuero
I~
z_ 890
I�
x
40 O 40 80
HORIZONTAL SCALE IN FEET
10 0 10 20
VERTICAL SCALE IN FEET
STA. 110 +00 TO STA. 119 +00
12" FORCE MAIN PLAN AND PROFILE
0 1. 2- FILENAME 02C- 16.dwg SHEET
SCALE 1-=40• 02C -16
I
IA
�o
950 UI..
�N_._...
_ _...
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IV 950
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EXISTING GRADE _. __ __ __.
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INSTALL 12" FORCE MAIN AT A DEPTH
12" FORCE MAIN :
:
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REQUIRED TO PROVIDE A MINIMUM COVER
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- — —
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-
PROVIDE 1' MIN. COVER
W
OTHERWISE.
910 I
_..._ ... ...._. ,.
_...
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L.
40 LF OF DUCTILE IRON PIPE
al
ALL PIPE SHALL BE INSTALLED ON
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900 �I
A NEGATIVE SLOPE,
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HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F -0116
440 S. Church St., Suite 1000
Charlotte, NC 28202 -2075
704.338.6700
PROJECT MANAGER M.SHULTZ,PE
ISSUE DATE DESCRIPTION I PROJECT NUMBER 000231- 228531 -018
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
MURRAY BASIN
SANITARY SEWER PROJECT
HICKORY
�L Norxh Cuero
I~
z_ 890
I�
x
40 O 40 80
HORIZONTAL SCALE IN FEET
10 0 10 20
VERTICAL SCALE IN FEET
STA. 110 +00 TO STA. 119 +00
12" FORCE MAIN PLAN AND PROFILE
0 1. 2- FILENAME 02C- 16.dwg SHEET
SCALE 1-=40• 02C -16
I
IA

E
a
R
a
n
s
g
2
3
4
D
6
ROCK CHECK DAM (TYP.) 12" 11 1/4' FITTING
SEE DETAIL 3/04C -09 1 2 DEFLECTION) EASEMENT IS
(13' O
12" 11 1/4' FITTING STA 123 +69 fJ A C')
1 2.
(23' DEFLECTION) N 722610 LIMITS OF DISTURBANCE y
PERMANENT STA 122 +40 E 1325042 EXISTING 25' EASEMENT p
EASEMENT N 722738 \
(WIDTH VARIES) E 1325025 6 to
= " 10' EASEMENT G 4
1: 11 1/4' 124+ Y
FITTING
(8' DEFLECTION)
STA 120 +12
1r0 N 722951 1 2
Gi E 1324945
xQQ Q� EXISTING 25' /
EASEMENT / /7 \ + /00
P
EASEMENT IS
LIMITS OF �
DISTURBANCE ,.
O12" 45' FITTING
1 (40' DEFLECTION)'
OSTA 119+32
N 723021
E 1324909
Oj 12 ",.45 FITTING
(40'. DEFLECTION)
2O STA 119 +36
N 723017
E 1324908
950
940
930
920
910
900
890
123+
/
{ 125 +00
/ / 2 SF H/— SF ` SF SF �l 126 +00 ,.,.— -... / Da SF p r n O
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/SF SF SEE DETAIL 1/04C -09 (MILLER BRANCH)
I
, 896 LF OF SILT FENCE
F -,- - SEE DETAIL 3/04C -08
-
UNNAMED TRIBUTARY
TO MILLER BRANCH AIR RELEASE MANHOLE°
10' EASEMENT STREAM 4, PERENNIAL STA. 120 +89
••
- --
'
'
I
(LIMITS OF TYPICAL EROSION CONTROL
TYPICAL EROSION CONTROL
I-
DISTURBANCE) _ AT STREAM CROSSING
SEE DETAIL 4/04C -10 3 4_
-
_
1 2 12" 22 1/7 FITTING
(28 DEFLECTION)
STA 127 +20
AT,STREAM CROSSING
SE DETAIL 4/04C -10
3 "4
i
- -
N 722260
'
I
E 1325007
I
I
F)l
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F -0116
440 S. Church St., Suite 1000
Chadotte. NC 28202 -2075
704.338.6700
ISSUE DATE DESCRIPTION
_.... _..... t � z.
PROJECT
PROJECT NUMBER
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
MURRAY BASIN
SANITARY SEWER PROJECT
HICKORY
��� NmM Carolina �-
00
'950
N
O
W
W
N 940
W
W
N
0 930
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1-
0Z 920
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lL
910
O
O
IT
N 900
H
N
W
Z 890
J
U
Q
8
xg
GENERAL NOTES
1. SEE SPECIFICATION SECTION 15060 FOR
PIPE MATERIAL.
2. EXISTING INFORMATION ON THIS DRAWING
TAKEN FROM A SURVEY BY WITHERSPOON
SURVEYING, PLLC, DATED FALL, 2014.
ALL COORDINATES ARE BASED ON
GROUND SURVEY COORDINATES AND ARE
TIED TO THE NORTH CAROLINA STATE
PLANE COORDINATE SYSTEM (NAD83,
FEET). COORDINATE ELEVATION DATUM IS
NAVD88.
3. EXISTING UTILITY LOCATIONS AND
ELEVATIONS ARE APPROXIMATE AND SHALL
BE VERIFIED BY THE CONTRACTOR PRIOR
TO CONSTRUCTION.
ID
KEY NOTES
O UTILITY MARKER
SEE DETAIL 2/04C -04.
O PROVIDE THRUST BLOCKING
SEE DETAIL 1/04C -04.
O INSTALL "FORD" STYLE STREAM CROSSING C
IMMEDIATELY AFTER "CULVERT" STYLE IS
REMOVED. SEE DETAIL 4/04C -08.
O INSTALL "CULVERT" STYLE STREAM
CROSSING SEE DETAIL 5/04C -08
O 38 LF OF SILT FENCE
SEE DETAIL 3/04C -08
O INSTALL EROSION CONTROL MATTING ON
SIDE SLOPE FROM STA. 121 +50 TO
124 +00
SEE DETAIL 4/04C -09
COORDINATE DATA ALONG THE
PROPOSED FORCE MAIN CENTERLINE:
STATION NORTHING EASTING
126 +00 — —
40 0 40 80
HORIZONTAL SCALE IN FEET
10 0 10 20
VERTICAL SCALE IN FEET
STA. 119 +00 TO STA. 129 +00
12" FORCE MAIN PLAN AND PROFILE
0 1• 2- FILENAME 02C- 17.dwg SHEET
SCALE 1'=40' 02C -17

I
rl
3 1 4
12" 22 1/2' FITTING 12" 22 112' FITTING
(23' DEFLECTION) (22' DEFLECTION)
STA 133 +89 STA 134 +85
N 721635 1 2 N 721541 12
E 1325238 E 1325223
N1 12" 11 1/4' FITTING 10' EASEMENT 24 RCP
(11' DEFLECTION) INVERT 902.4
O I STA 129 +81 (LIMITS OF DISTURBANCE)
WN 722011 1 2
E 1325086
W 1 i 33 +00
i
N I \ i SF
i
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130 +00 — — — — - — SF'��SF
Z ,SF WATTLE. (TYP.).
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OU F• SF-- SF - -SF SF
O' 1
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SEE DETAIL 3/04C -08
12" 11 1/4' FITTING EXISTING 25' EASEMENT
(15' DEFLECTION) EASEMENT IS
STA 130 +92 1 2 LIMITS OF DISTURBANCE
N 721902
E 1325.107
12" 11 1/4' FITTING
(13' DEFLECTION)
STA 133 +94
1 2 N 721631
E 1325238
a
0
12 " 11 1/4' Fl TtING' -
9' DEFLECTION) r
O
STA 134 +89 -
-- 12" 45' FITTING i 2
N 721537
E 1325224. y'
_ - (3T DEFLECTION)
STA 136 +09
\
/ N 721426
E 1325270
JQ�'
e2.
/=
PIPE MATERIAL.
EXISTING INFORMATION ON THIS DRAWING
TAKEN FROM A SURVEY BY WITHERSPOON
VO
12" 22 1/2' FITTING
SEE DETAIL 3/04C -08
(23' DEFLECTION)
/
5' X 10' STA 136 +18
RECEIVING PIT N 721418 12
136 E 1325268
\ B -1
ASP 1 5 +0
\ S�
A
\SP\ \
20' X 40' \ 15' EASEMENT
BORE PIT SF . \ vSE \ , EASEMENT IS
HEAL \ LIMITS OF
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ISAI
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0
/ryV
/O
O
UTILITY MARKER
137 +00
/GJ
O
= GENERAL
1.
NOTES
SEE SPECIFICATION SECTION 15060 FOR
JQ�'
e2.
/=
PIPE MATERIAL.
EXISTING INFORMATION ON THIS DRAWING
TAKEN FROM A SURVEY BY WITHERSPOON
VO
SURVEYING, PLLC, DATED FALL, 2014.
ALL COORDINATES ARE BASED ON
SEE DETAIL 3/04C -08
GROUND SURVEY COORDINATES AND ARE
TIED TO THE NORTH CAROLINA STATE
/
PLANE COORDINATE SYSTEM (NAD83,
SEE DETAIL 1- 04C -08
FEET). COORDINATE ELEVATION DATUM IS
STEEL CASING PIPE USING
NAVD88.
3.
Oj
EXISTING UTILITY LOCATIONS AND
ELEVATIONS ARE APPROXIMATE AND SHALL
^�
BE VERIFIED BY THE CONTRACTOR PRIOR
SHALL DETERMINE HORIZONTAL AND
TO CONSTRUCTION.
co
F)2
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F -0116
440 S. Church St.. Suite 1000
Charlotte, NC 28202 -2075
704.338.6700
PROJECT MANAGER M. SHULTZ. PE
ISSUE DATE DESCRIPTION IPROJECT NUMBER
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
MURRAY BASIN
SANITARY SEWER PROJECT
HICKORY
`_ North Gerollns
940
0)
U
N
O 930
rz
W
N
W 920
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Z
J
V 870
Q
KEY NOTES
O
UTILITY MARKER
137 +00
SEE DETAIL 2/04C -04.
O
PROVIDE THRUST BLOCKING
-
SEE DETAIL 1/04C -04.
O3
318 LF OF SILT FENCE
-
SEE DETAIL 3/04C -08
O
TEMPORARY CONSTRUCTION ENTRANCE
SEE DETAIL 1- 04C -08
OINSTALL
STEEL CASING PIPE USING
TRENCHLESS CONSTRUCTION METHODS
PER THE SPECIFICATIONS. CONTRACTOR
SHALL DETERMINE HORIZONTAL AND
VERTICAL LOCATION OF ALL UTILITIES
PRIOR TO INSTALLATION.
COORDINATE DATA ALONG THE
PROPf1CFr1 FOR(.F MAIN (`FNTFRI INF-
STATION
NORTHING
EASTING
137 +00
-
-
138 +00
-
-
139 +00
-
-
40 0 40 80
mmilli
HORIZONTAL SCALE IN FEET
10 0 10 20
nnimmmiiiiiiii
VERTICAL SCALE IN FEET
STA. 129 +00 TO STA. 139 +00
12" FORCE MAIN PLAN AND PROFILE
0 1" 2" FILENAME 02C- 18.8wg SHEET
SCALE 1 " =40' 02C -18

Z
3
i
PROPERTY
LINE (TYP.) 40' TEMPORARY
CONSTRUCTION EASEMENT
/ (LIMIT OF DISTURBANCE)
5' X 10'
RECEIVING PIT
12" 45' FITTING
�W (45 DEFLECTION)
STA 143 +02
15' PERMANENT 12' 11 1/4' FITTING i` ' N 720806 1 2
EASEMENT (8' DEFLECTION) E 1325291
Lj (LIMIT OF STA 139+76
N 721081 12' 45' FITTING
E 132516
DISTURBANCE) 0 1 2 ' T
12. 11 1/4- TTING STA 142 DEFLECTION) /
j (14' DEFLECT N) 1 2 N 720841 1 2 G
STA 140 +41 E 1325223
^ N 721017 _ �E _ =F= SE-- --SF lm= SE= :MU
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��\ \ SEE DETAIL 5/04C -10
PA
O/ \ SF
F- - -
O S� - -SF — SF- -SF —SF
�
AT
"I/ EDGE OF PAVEMENT -
<t/ AND EASEMENT ARE _ _ _ _
v /.LIMITS OF DISTURBANCE - .r 440- LF"'OF SILTFEFCE7
SEE DETAIL 3 /04C -M ;
SILT FENCE STONE OUTLET (TYP.)
SEE DETAIL 1/04C -09 /
950 C)
N
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940 2
In
LJ
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930 Z
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b
20' EASEMENT
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LIMITS OF
DISTURBANCE
6-700 — =7 -
�I
— ale --Tee sF —'rce- of
10' CONSTRUCTION
EASEMENT
/ v , •°
.Y :K F. -l. SILT 'FENCE
463 LF OF
SEE 04C -08
DETAIL °3"
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F -0116
440 S. Church St., Site 1000
CharioBe, NC 28202.2076
704.338.6700
4
D
M. SHULTZ, PE
PRELIMINARY
NOT FOR
CONSTRUCTION
O
R RECORDING
_
SEE DETAIL 1/04C -04
AIR RELEASE MANHOLE
TEMPORARY CONSTRUCTION
STA, 144 +05
O20'X
°
10' X 40'
/
'BORE
BORE PIT
HOLE
PER THE SPECIFICATIONS. CONTRACTOR
e8 -15
SHALL DETERMINE HORIZONTAL AND
VERTICAL LOCATION OF ALL UTILITIES
�... "�"137f0�
z
O6
— —
^ N 721017 _ �E _ =F= SE-- --SF lm= SE= :MU
E 1325165/ WATTLE (TYP.)
��\ \ SEE DETAIL 5/04C -10
PA
O/ \ SF
F- - -
O S� - -SF — SF- -SF —SF
�
AT
"I/ EDGE OF PAVEMENT -
<t/ AND EASEMENT ARE _ _ _ _
v /.LIMITS OF DISTURBANCE - .r 440- LF"'OF SILTFEFCE7
SEE DETAIL 3 /04C -M ;
SILT FENCE STONE OUTLET (TYP.)
SEE DETAIL 1/04C -09 /
950 C)
N
O
F
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HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F -0116
440 S. Church St., Site 1000
CharioBe, NC 28202.2076
704.338.6700
NOTES
MARKER
PROJECT MANAGER
M. SHULTZ, PE
PRELIMINARY
NOT FOR
CONSTRUCTION
O
R RECORDING
_
SEE DETAIL 1/04C -04
OINSTALL
TEMPORARY CONSTRUCTION
ENTRANCE. SEE DETAIL 1/04C -08.
O20'X
20' TEMPORARY CONSTRUCTION
EASEMENT.
—
INSTALL STEEL CASING PIPE USING
TRENCHLESS CONSTRUCTION METHODS
PER THE SPECIFICATIONS. CONTRACTOR
ISSUE DATE DESCRIPTION IPROJECT NUMBER 1000231- 228531 -018
MURRAY BASIN
SANITARY SEWER PROJECT
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2. EXISTING INFORMATION ON THIS DRAWING
TAKEN FROM A SURVEY BY WITHERSPOON
SURVEYING, PLLC, DATED FALL, 2014.
ALL COORDINATES ARE BASED ON
GROUND SURVEY COORDINATES AND ARE
TIED TO THE NORTH CAROLINA STATE
PLANE COORDINATE SYSTEM (NAD83,
FEET). COORDINATE ELEVATION DATUM IS
NAVD88.
3. EXISTING UTILITY LOCATIONS AND
ELEVATIONS ARE APPROXIMATE AND SHALL
BE VERIFIED BY THE CONTRACTOR PRIOR
TO CONSTRUCTION.
KEY
OUTILITY
NOTES
MARKER
SEE DETAIL 2/04C -04
OPROVIDE
THRUST BLOCKING
SEE DETAIL 1/04C -04
OINSTALL
TEMPORARY CONSTRUCTION
ENTRANCE. SEE DETAIL 1/04C -08.
O20'X
20' TEMPORARY CONSTRUCTION
EASEMENT.
O
INSTALL STEEL CASING PIPE USING
TRENCHLESS CONSTRUCTION METHODS
PER THE SPECIFICATIONS. CONTRACTOR
SHALL DETERMINE HORIZONTAL AND
VERTICAL LOCATION OF ALL UTILITIES
PRIOR TO INSTALLATION.
O6
INSTALL 4" ODOR CONTROL VENT VALVE
SEE DETAIL 5/04C -05
COORDINATE DATA ALONG THE
PROPOSED FORCE MAIN CENTERLINE
STATION NORTHING EASTING
145 +00 — —
147 +00 — —
40 0 40 80
HORIZONTAL SCALE IN FEET
10 0 10 20
VERTICAL SCALE IN FEET
STA. 139+00 TO STA. 148 +00
12" FORCE MAIN PLAN AND PROFILE
0 1' 2" FILENAME 02C- 19.8wg SHEET
SCALE 1• =40• 02C -19

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- I GENERAL NOTES
A ' 1. SEE SPECIFICATION SECTION 15060 FOR
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2. EXISTING INFORMATION ON THIS DRAWING
TAKEN FROM A SURVEY BY WITHERSPOON
SURVEYING, PLLC, DATED FALL, 2014.
ALL COORDINATES ARE BASED ON �
GROUND SURVEY COORDINATES AND ARE
TIED TO THE NORTH CAROLINA STATE
PLANE COORDINATE SYSTEM (NAD83,
FEET). COORDINATE ELEVATION DATUM IS
NAVD88.
3. EXISTING UTILITY LOCATIONS AND
ELEVATIONS ARE APPROXIMATE AND SHALL
" BE VERIFIED BY THE CONTRACTOR PRIOR
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O UTILITY MARKER
ill''=' - -- 1 SEE DETAIL 2/04C -04.
TEMPORARY CONSTRUCTIOk EASEMENT �' _.. 154 +95.99
IS LIMITS OF /�'D�D�ISTURBANCE O PROVIDE THRUST BLOCKING
12" 45' FITTING O�.a./ SEE DETAIL 1/04C -04.
(45' DEFLECTION) TEMPORARY EROSION CONTROL AT
STA 148 +50 12" 45' FITTING � O STREAM CROSSING
N 720286 20' TEMPORARY - SEE DETAIL 4/04C -10
E 1325460 CONSTRUCTION EASEMENT ,(45' DEFLECTION) I I
EASEMENT IS STA 154 +16 O PAYMENT FOR ALL WORK BETWEEN STA
242 LF OF SILT FENCE N 132492 I I .,.. 149 +00 AND STA 154 +50,INCLUDING
12" 45' FITTING ' SEE DETAIL 3/04C -08 LIMITS OF DISTURBANCE E 1324924 ROCK EXCAVATION, SHALL BE LUMP SUM.
__ (45' DEFLECTION) i , -' - _ I I COORDINATE DATA ALONG THE O
STA 148 +46 MILLER BRANCH
' � - STREAM 8, PERENNIAL 12" 45' FITTING � .u. ._... -. PROPOSED FORCE MAIN CENTERLINE: 5 INSTALL FORCE MAIN PIPE BY
N 720290 Oj 2 i (45' DEFLECTION) I ( STATION NORTHING EASTING HORIZONTAL DIRECTION DRILL (HOD)
E 1325462 20' EASEMENT STA 154 +12
— TCE — TC — TCE — — TCE — — TCE — 13 LF OF SILT FENCE N 720110 O PROVIDE 10' MINIMUM DEPTH OF COVER
3
/ B X16 SEE DETAIL 3/04C -OS E 1324926 I 149 +00 - - BELOW STREAM BED. CONTRACTOR SHALL
y. - _— _ _ — —_ �S _ _ i� _ _ — — �5.,._ __ — .� y L,... 151 +00 - _ INCREASE DEPTH AS NEEDED TO ENSURE
-F17p — — —, ..... _ PROPER INSTALLATION.
r r — — — — O PIPE USED FOR HORIZONTAL DIRECTIONAL
1 r —\�� �' DRILLING SHALL BE 12" PVC OR 14"
_ - -.. .................. ................ ........ I I r Sf -REF.. �>S�E`- SFTC['�L'iCE— sF�fiCE — — TC HDPE. SEE SPECIFICATION SECTION
i �• 263 LF OF SILT FENCE E 15060.
I 4 5 SEE DETAIL 3/04C -08 \ TCE9 LF OF SILT FENCE ��_
SEE DETAIL 3/04C -O8 40 0 40 80
MATCHLINE STA 148 +00 --- -1 - HORIZONTAL SCALE IN FEET
FOR CONTINUATION SEE SHEET 02C -19 10 0 10 20
\;, VERTICAL SCALE IN FEET
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F -0116
440 S. Church St., Suite 1000
Charlotte, NC 28202 -2075
704.338.6700
ISSUE DATE DESCRIPTION
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i ELEVATION
INSTALL 12" FORCE MAIN AT A DEPTH
(VARIES)
REQUIRED TO PROVIDE A MINIMUM COVER
-
OF 3.5' UNLESS SPECIFICALLY NOTED
_........... OTHERWISE. ............ _.
THE LAYOUT OF THE HORIZONTAL
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--- ----'----- -._
-- ---------'-- --
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DIRECTIONAL DRILL IS BASED UPON AN
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MAY PROPOSE ADJUSTMENTS TO THE
ANGLES AND RADIUS FOR THE ENGINEER'S
R I
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ALL PIPE SHALL BE INSTALLED
ON ?
ALL PIPE
SHALL B ' INSTALLED' ON___
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A NEGATIVE SLOPE
;
I
PROJECT NUMBER
M. SHULTZ, PE
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
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HICKORY
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PROJECT
HDR Engineering, Inc.
of the Carolinas
NCBELS Loan" No. F -0116
440 S. Church St., Sulte 1000
Charlotte, NC 28202 -2075 .
704.338.6700
ISSUE DATE DESCRIPTION IPROJECT NUMBER
PE
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
MURRAY BASIN
SANITARY SEWER PROJECT
HICKORY
r yes'
u
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GENERAL NOTES
1. SEE SPECIFICATION SECTION 15060 FOR
PIPE MATERIAL
2. EXISTING INFORMATION ON THIS DRAWING
TAKEN FROM A SURVEY BY WITHERSPOON
SURVEYING, PLLC, DATED FALL, 2014.
ALL COORDINATES ARE BASED ON
GROUND SURVEY COORDINATES AND ARE
TIED TO THE NORTH CAROLINA STATE
PLANE COORDINATE SYSTEM (NAD83,
FEET). COORDINATE ELEVATION DATUM IS
NAVD88.
3. EXISTING UTILITY LOCATIONS AND
ELEVATIONS ARE APPROXIMATE AND SHALL
BE VERIFIED BY THE CONTRACTOR PRIOR
TO CONSTRUCTION.
O
KEY NOTES
CONNECT INTO EXISTING GRAVITY SEWER BY
CONSTRUCTING A NEW MANHOLE OVER THE
EXISTING PIPE. SEE DETAIL 1/40C -03.
BYPASS PUMP AS REQUIRED.
2O
SEE SPECIFICATION SECTION 02550 FOR
TEMPORARY BYPASS PUMPING REQUIREMENTS.
O3
FOLLOWING INSTALLATION OF 12" GRAVITY
SEWER, INSTALL WATERTIGHT PLUG ON
EXISTING 8" GRAVITY SEWER AND RESHAPE
MANHOLE BENCH USING GROUT FILL.
40 0 40 80
HORIZONTAL SCALE IN FEET
10 0 10 20
VERTICAL SCALE IN FEET
STA. 00 +00 TO STA. 7 +00
12" GRAVITY SEWER PLAN AND
PROFILE
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SCALE 1" =40' 1 03C-01

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SEE DETAIL 04C- 08____ - -- ".. �": -- - '.:.�., ,'.,r •- ,.� ALL SURVEYING, UARE BASED ON
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' SF !J ^.SF - � "� Q U 3. EXISTING UTILITY LOCATIONS AND
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. - "- - SEE SPECIFICATION SECTION 02550 FOR
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N 727692.83 ROCK CHECK DAM
}f� MANHOLE 5.32
., TEMPORARY CONSTRUCTION ENTRANCE
1�
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Q " /
SEE DETAIL 1 04C -08
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Ul O3 INSTALL TEMPORARY 4' WOVEN WIRE FENCING
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Zi 358 LF OF SILT FENCE REMOVE FENCE AFTER CONSTRUCTION IS
SEE DETAIL 3/04C -08 'COMPLETE.
O INSTALL STEEL CASING PIPE USING
4 '� TRENCHLESS CONSTRUCTION METHODS
PER THE SPECIFICATIONS. CONTRACTOR
SHALL DETERMINE HORIZONTAL AND
VERTICAL LOCATION OF ALL UTILITIES
..........._..._.......
PRIOR TO INSTALLATION.
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H�2
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F -0116
440 S. Church St, Suite 1000
Chariotte, NC 28202 -2075
704.338.6700
M. SHULTZ, PE
ISSUE DATE DESCRIPTION I PROJECT NUMBER 000231- 228531 -018
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
MURRAY BASIN
SANITARY SEWER PROJECT
HICKORY
�NOrtn c..on..a -
STA. 7 +00 TO STA. 16 +50
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HERMAN BRANCH CREEK - - ------- --
STREAM 1, PERENNIAL
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........ ... 1.
[Al..!imD EODK Ln-S�' PAGE 211
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4+M- SF - -SF
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TYPICAL EROSION CONTROL
AT STREAM CROSSING
SEE DETAIL 4/04C-10
41 LF OF SILT FENCE
SEE DETAIL 3/04C-08
;4qgl
GENERAL NOTES
1. SEE SPECIFICATION SECTION 15060 FOR
PIPE MATERIAL
2. EXISTING INFORMATION ON THIS DRAWING
TAKEN FROM A SURVEY BY WITHERSPOON
SURVEYING, PLLC, DATED FALL, 2014.
ALL COORDINATES ARE BASED ON
GROUND SURVEY COORDINATES AND ARE
TIED TO THE NORTH CAROLINA STATE
PLANE COORDINATE SYSTEM (NAD83,
FEET). COORDINATE ELEVATION DATUM IS
NAVD88.
3. EXISTING UTILITY LOCATIONS AND
ELEVATIONS ARE APPROXIMATE AND SHALL
BE VERIFIED BY THE CONTRACTOR PRIOR
TO CONSTRUCTION.
KEY NOTES
O SEE SPECIFICATION SECTION 02550 FOR
TEMPORARY BYPASS PUMPING REQUIREMENTS.
O INSTALL TEMPORARY DAM AND PUMP
IMPOUNDED CREEK WATER AROUND
CONSTRUCTION AREA PER DETAIL 4/04C-10
REPAIR ALL DISTURBED CREEK BANKS BY
SLOPING BANKS AT A 3:1 SLOPE AND INSTALL
MATTING
SEE DETAIL 4/04C-09.
17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00
I-)2
HDR Engln ring, Inc
of the Cmllr
NCBELS Ucon" No. F -0116
440 S. Chwch St, Sulls 1000
Charkft, NC 28=-2075
704.338.6700
ISSUE DATE DEWMFTK)N
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
MURRAY BASIN
SANITARY SEWER PROJECT
HlcKqx-lfi0mmRlmyk
950
940
930
920
910
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890
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10 0 10 20
-- mmmi
VERTICAL SCALE IN FEET
I
STA. 16+50 TO STA. 27+00
12" GRAVITY SEWER PLAN AND
PROFILE
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SCALE V = 40' 1 03C-03

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r ..
< 2. EXISTING INFORMATION ON THIS DRAWING
i B 13
W TAKEN FROM A SURVEY BY WITHERSPOON
MANHOLE H
IN 7300--4.1'3 33 %4 / N SURVEYING, PLLC, DATED FALL, 2014.
> ALL COORDINATES ARE BASED ON
EXISTING 25'�'EASEMENT / /O Z GROUND SURVEY COORDINATES AND ARE
E 1331306.95
TIED TO THE NORTH CAROLINA STATE
(LIMITS OF DISTURBANCE) / ,.,�s- �' j PLANE COORDINATE SYSTEM (NAD83,
FEET). COORDINATE ELEVATION DATUM IS
NAVD88.
998 LF OF SILT FENCE �% /O 3. EXISTING UTILITY LOCATIONS AND
\. SEE DETAIL 3/04C -08 IU ELEVATIONS ARE APPROXIMATE AND SHALL
j rMANHOLE HB -12 -/ j� BE VERIFIED BY THE CONTRACTOR PRIOR
.... /\ ,. I STA 33 +63.27' "7 TO CONSTRUCTION.
I `K N 71QQRA f.5 .0 P � IO
2 / +UU Z8 +UO 'Z9 +UU 3U +UU 31 +UU J2 +UU JS +UU 64 +UU JJ +UU JO +UU J / +UU
F:)2
HDR Engineering, Inc.
of the Carolinas
NCSELS License No. F -0116
440 S. Church St., Suite 1000
Chadotte, INC 28202 -2075
704.338.6700
MANAGER M. SHULTZ, PE
ISSUE DATE DESCRIPTION I PROJECT NUMBER 000231- 228531 -018
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
MURRAY BASIN
SANITARY SEWER PROJECT
HICKORY
• L en-
960
950
940
930
920
910
900
KEY NOTES
O1 SEE SPECIFICATION SECTION 02550 FOR
TEMPORARY BYPASS PUMPING REQUIREMENTS.
40 0 40 80
HORIZONTAL SCALE IN FEET
10 0 10 20
VERTICAL SCALE IN FEET
STA. 27+00 TO STA. 37 +00
12" GRAVITY SEWER PLAN AND
PROFILE
0 1• 2- FILENAME 03C-04.dwg SHEET
SCALE 1 " =40' 03C -04
ID
IC
I
liv.

•
Z
Z
lam`
970 C
C
960 4
3
V.
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950 (f
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a
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930 4
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a
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0
70 ^f; •r
24 LF, OF"
SILT
? SEE•'DETAIL
�.._
•.;a:`> ,, ., ..... .' MANHOLE HB -14 ^
STA 39+28.77
N 730290.13 MANHOLE F2F'
\ \ 1331233.35
• / IEMC)
`-` ^` " ^'- -•',RD ^; t'� / ° 923 LF OF SILT FENCE
/ SEE DETAIL 3/04C -08
a
., •. \ ,,mow
SF 4 �.� .
SF- ...��SF ..
- .NSF -"" i"
12 ",GRAVITY�SEWER
394 LF OF SILT FENCE _
! SE SEE DETAIL 3/04C -08
Sf' / AL
iNa' .U.. 224.2`\
O ...s
OX \ `\
HERMAN BRANCH •CREEK
STREAM 1, PERENNIAL
O3 INSTALL "CULVERT" STYLE .�
STREAM CROSSING -
I
SEE DETAIL 5/04C -08
113 LF OF SILT FENCE
EXISTING 25' EASEMENT
(LIMITS OF DISTURBANCE) SEE DETAIL 3/04C -08
> o° AT STREAM EROSION CONTROL
CROSSING
• € r ' SEE DETAIL 4/04C-10
,
SILT FENCE STONE OUTLET;.(TYP.)
4.
.. SEE DETAIL 1/04C
s"
sr
SF� SF
W
... ..
- EXISTING 8" GRAVITY SEWER •... - -
(TO BE REMOVED)
„
GARv B. !..aFO1
L
n r
z _2C
HI 4
MANHOLE HB -15
STA 43 +23.86
N 730682.28
E 1331281.41
su
1 .t
V '
P.wGE 1.5 x
13C,01< PACE 7
34 LF OF SILT FENCE
SEE DETAIL 3/04C -08
MANHOLE HB -16-
STA 45 +45.59
N 730903.39 �` -
E 1331264.73 4
0
GENERAL NOTES
1. SEE SPECIFICATION SECTION 15060 FOR
PIPE MATERIAL.
2. EXISTING INFORMATION ON THIS DRAWING
TAKEN FROM A SURVEY BY WITHERSPOON
SURVEYING, PLLC, DATED FALL, 2014.
ALL COORDINATES ARE BASED ON
GROUND SURVEY COORDINATES AND ARE
TIED TO THE NORTH CAROLINA STATE
PLANE COORDINATE SYSTEM (NAD83,
FEET). COORDINATE ELEVATION DATUM IS
NAVD88.
3. EXISTING UTILITY LOCATIONS AND
ELEVATIONS ARE APPROXIMATE AND SHALL
BE VERIFIED BY THE CONTRACTOR PRIOR
TO CONSTRUCTION.
KEY NOTES
O EXISTING MANHOLE SHALL BE MODIFIED TO
ACCEPT T H E PROPOSED 12' GRAVITY SEWER.
WORK INCLUDES CORE DRILLING A LARGER
OPENING AND INSTALLING A FLEXIBLE BOOT
CONNECTION. BYPASS PUMP AS REQUIRED.
O SEE SPECIFICATION SECTION 02550 FOR
TEMPORARY BYPASS PUMPING REQUIREMENTS.
OINSTALL "FORD" STYLE CROSSING IMMEDIATELY
AFTER "CULVERT" STYLE IS REMOVED. SEE
DETAIL 4/04C -08.
I ; HERMAN BRA
NCH CREEK STREAM 1 ! d
�?
— — — — - -- __ —_ _- . ............... _.... -f- .._ .._.__.. -- -- - m
+
i
k
:
0
= n o°� as
1
i 5
I ...... �
� mow W
o � — !
— a' I
_... -....�
m a n w ul EXISTING GRADE
+cj LL i
t W- c6o I j IAKW W tEi
7
rn w a rn F ...._100 =YR FLOOD ELEVATION---'.' -'- .......°..-" — — — —
Nd' >WW --
! i
—' i
(
1.33% —
J
221.74' OF 12 " -..® _......... -.. _.... N
395.69' OF 12" O 0.75%
INSTALL 40 LF OF DUCTILE IRON PIP(: I i I
.. 12" _ O ._ _ 1... 40%
242.44'
.... . . � ........ .... ....
3 i
18 .96' OF 12 O 2.41%
s ! i
' EXISTING 8" SANITARY SEWER I
' i I
(TO BE REMOVED)
R €
-- - - - - -- -- - -- — -- -- ._.- . _ -- - -- ----------------------- -' ------------
- -- - ..
i
i
I
37 +00 38 +00 39+00 40 +00 41 +00 42 +00 43 +00 44 +00 45+00 46 +00 47+00
HDR EgMeesing, Ina
of n€a Cesofisree
NCBELS Lkxma No. F -0118
440 S. Church St, Sure 10DO
Chadotba, NC 28202 -2075
704.338.6700
ISSUE DATE DESCRIPTION
PROJECT MANAGER M. SHULTZ. PE
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
MURRAY BASIN
SANITARY SEWER PROJECT
HjCKORY
970
960
950
940
930
920
910
40 0 40 80
HORIZONTAL SCALE IN FEET
10 0 10 20
VERTICAL SCALE IN FEET
STA. 37 +00 TO STA. 47 +32
12" GRAVITY SEWER PLAN AND
PROFILE
0 1" Y FILENAME I 03C-05.dwg SHEET
SCALE 1 " -49 03C -05

4•
1 2 I J 4 O 0 / 8
NOTE 4
N(
E 1
NOTE 5 ti tl
NOTES
1. MANHOLE PER STANDARD MANHOLE DETAIL. PROVIDE
SEALED COVER.
2. WALL PENETRATION SHALL INCLUDE CAST IN WALL
PIPE OR CORE DRILL AND INSTALL ANNULAR
LINK -SEAL. PENETRATION SHALL NOT INTERFERE
WITH MANHOLE STEPS.
3. SECURE PIPE WITH STAINLESS STEEL STRAPS, 2
MINIMUM
4. 4" VENT PIPE SHALL BE EPDXY LINED DUCTILE
IRON, EXTERIOR PAINTED DARK GREEN. PROVIDE
STAINLESS STEEL INSECT SCREEN. SEE PLANS FOR
VENT PIPE ELEVATION.
5. POUR CONCRETE BLOCK TO SUPPORT VENT.
VENT PIPE DETAIL n
NOT TO SCALE
F�2
NOTE 3
SEE
PIPE I
8" THICK, 1
3
CONCRETE
JDARD MANHOLE
AIR VALVE
2" FLANGED PLUG VALVE
2" FLANGED BY THREADED
STAINLESS STEEL PIPE
;EE NOTES 1 & 2
GRANULAR BEDDING
NOTES
1. FLANGED TEE WITH BLIND FLANGE TAPPED FOR 2" OUTLET. OR, MJ TEE WITH
PLUG TAPPED FOR 2" OUTLET
2. 4" FORCE MAIN, USE 4 "X2" TEE. 12" FORCE MAIN, USE 12 "X6" TEE
3. INSTALL ODOR CONTROL VENT VALVE WHERE CALLED FOR IN THE PLANS (WAGER
1800 OR EQUAL)
AIR VALVE MANHOLE DETAIL /�21
NOT TO SCALE
SHOULDER � DITCH
PAVEMENT
5' -0" BEYOND
TOE OF SLOPE
-6"
12' -0" MAXIMUM 3' -6" MIN. t
2' MIN. 7 BETWEEN SPACERS 1 2' MIN.
CARRIER PIPE THREE CASING SPACERS
PER PIPE JOINT AS REQUIRED STEEL CASING
TO MEET MAXIMUM SPACING PIPE
CASING SPACERS SHALL BE
SPACED A MAXIMUM OF 1' -6"
FROM EACH SIDE OF JOINT
CASING END PLUGS
1. CASING SHALL BE PLUGGED ON BOTH ENDS BEFORE BACKFILLING. PLUGS SHALL CONSIST
OF MINIMUM OF 1 LINEAR FOOT OF LOW STRENGTH GROUT (1,500 PSI MIN).
2. PROVIDE SIX -1/2" DIAMETER WEEP HOLES ON DOWNSLOPE SIDE OF CASING.
TYPICAL PIPE CROSSING
NOT TO SCALE -
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F -0116
440 S. Church St, Sufte 1DD0
Cherl&W, NC 28202 -2075
704.338.67DD
ISSUE DATE DESCRIPTION
1/2" SST
TE STRAP -
A
TRENCH
WALL (TYP) 12i
6" MIN INTO UNDISTURBED
- --
EARTH ON BOTH SIDES AND FINISHED GRADE
UNDERNEATH PIPE
COMMON TRENCH BACKFIL
SEWER MAIN
D
STABILIZATION STONE (TYP) 12"
A
CONCRETE ANTI- SEEPAGE COLLAR 4" MIN CAREFULLY COMPACTED
BACKFILL
(CLASS "B" CONCRETE)
FLALI.
GRANULAR BEDDING MATE
NOTES
TRENCH
WIDTH
1. FOR USE ON ALL BURIED DUCTILE IRON GRAVITY SEWER PIPE.
2. SEE SPECIFICATION SECTIONS 02221, 15060, AND 15062.
SEWER
MAIN
18" MIN 6" MIN INTO
ST ZATION I UNDISTURBED
STONE I O I EARTH ON BOTH
SIDES AND
I I UNDERNEATH PIPE
12" MIN
L----- - - ---J 6" MIN
SECTION A —A
ANTI — SEEPAGE COLLAR DETAIL n
NOT TO SCALE
1/2"
m x a" ssT BoLrs
IUTS (TYP)
1/2" THK. SST PLATE
UASINU SLUIIUN IH 4"x 1 /z" END ELEVATION
(SHOE —BEND ENDDS S 1 UP 1/2 ")
CASING SPACER DETAIL
NOT TO SCALE —
PROJECT MANAGER M. SHULTZ, PE
PROJECT NUMBER 1000231- 228531 -018
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
TYPICAL SECTION
CONCRETE CAP DETAIL 6
NOT TO SCALE �^
MURRAY BASIN
SANITARY SEWER PROJECT
HICKORY
�worrn�-
NOT TO SCALE
1—cu I--
)MMON TRENCH
mom
4" MIN �� CAREFULLY COMPACTED
BACKFILL
LOOSE SOIL BEDDING
NOTES
1. FOR USE ON ALL BURIED DUCTILE IRON AND PVC C900 FORCE MAIN
2. SEE SPECIFICATION SECTIONS 02221. 15060, AND 15062.
B
PIPE BEDDING (TYPE 3) DETAIL n
NTS
)MMON TRENCH
CONCRETE CAP 4^ MIN
(3000 PSI)
COMPACTED GRANULAR
MATERIAL
EE PIPE BEDDING q
TAIL
NOTES
1. FOR USE ON ALL BURIED PVC GRAVITY SEWER PIPE.
2. SEE SPECIFICATION SECTIONS 02221, 15060, AND 15064.
PVC PIPE BEDDING DETAIL
NOT TO SCALE -
CIVIL DETAILS
0 1' 2- FILENAME 04C -05.dwg SHEET CC
SCALE AS NOTED 04C -05

A
•
I I 1
TEMPORARY GRAVEL
CONSTRUCTION ENTRANCE DETAIL
NOT TO SCALE -
HDR EngineenN, Inc.
of the Camlines
NCBELS License NO. F -0116
440 S. Chur h St., Suite 1000
Chadotle, NC 28202 -2075
704.338.6700
;j 4
CI
6
NOTES:
1. CLASS OR MEDIAN SIZE OF RIPRAP AND LENGTH, WIDTH AND DEPTH OF APRON
TO BE SHOWN ON EROSION CONTROL PLANS.
2. RIPRAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END
OF THE PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF
2:1 AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR
CULVERT HEIGHT.
3. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE
SURFACE OF THE RECEIVING CHANNEL. THE AREA TO BE PAVED OR RIPRAPPED
SHALL BE UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE
SAME GRADE (FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL. THE
APRON SHALL HAVE A CUTOFF OR TOE WALL AT THE DOWNSTREAM END.
4. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM
WIDTH OF THE RECEIVING CHANNEL. MAXIMUM TAPER TO RECEIVING CHANNEL 5:1
5. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER.
6. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING
CHANNEL SHALL NOT BE ALLOWED.
7. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON
UNLESS OTHERWISE SHOWN.
8. TYPE 2 GEOTEXTILE FILTER FABRIC SHALL BE INSTALLED ON COMPACTED
SUBGRADE PRIOR TO PLACEMENT OF RIP RAP AND TRIMMED AFTER
RIPRAP PLACEMENT SO THAT NO FABRIC IS VISIBLE.
RIP RAP OUTLET PROTECTION
NOT TO SCALE -
PROJECT
M. SHULTZ, PE
ISSUE DATE DESCRIPTION 1 PROJECT NUMBER 1000231- 228531 -018
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
TEMPORARY SILT FENCE
NOT TO SCALE
20 FT. MIN
APPROACH LENGTH
5 FT. MAX. FILL HEIGHT
FROM LOW POINT OF
ORIGINAL CHANNEL
I s
RIPRAP WITH 2 -3°
DIAMETER WASHED STONE
ON TOP OVER FILTER
CHANNEL
FABRIC BOTH APPROACHES
CROSSING
EXTEND STONE
TO CHANNEL /CROSSING
NOTE POSiS S 1 BE WACT:D A YA.VARI OF
FDME S wM
UPWARD
S7
wnqur SIfPORT wRE
:IS =:::.•
5,
SURFACE
�..,��;.•.`,.�ti.�'
i .
ii..,, • •
18" CLASS I RIPRAP
FLOW
`.�
is - ::• ,....- °
SEE RAP TO FOR
RIP -RAP TO BE USED
SANITARY l�
J
Ll
LONGITUDINAL
NOTES:
VIEW
1. DO NOT GRADE EITHER SIDE
OF APPROACH.
"FORD" STYLE
CREEK CROSSING
DETAIL n
STONE APPROACH J`'~
SECTION
. 5:1
I
FLARED END SECT70N L• TM GD
A A
stalPE JI
- - - -- ' -__ t
MIN.
MOTH 2D
PACE RP -RAP YNI.
2 INDE AROUND
PIPE WET
be i aT FD+CE iAewC R NOT
I IEAW RosDR®. TNFN
OfY%7o/p1IOTYwRE YE91 91N1
� REOD M11N FAtlUE aT iENLE FA9tlC
14'
(ROCCENNPOSTS NOT ALLOMFD)
FENCE 'NOS INRE' CpAAC1ED EML
wrEwAL
PLAN NEW
T
—ar FE+ea Farr_ I
tr 7wL
I
.
v -TRExa
STD. REINFORCED FLARE STONE 7NICNN�55 VARIES
CONCRETE N1 ffAO SLOPE YD. DSO 4
END SEC1)]N
27 SLOPE
6
hq R/ CO71PA= ALTERNATE TRENCHING DETAIL
72'
II saw OR aRAAEi
7o
t>g
t) FFNFE FABNC SHALL BE J) THE POSE S `ER E
A INAN K M MD1N 11E SFIF {AS7DIDt
FILTER FABRIC
_
AND SHALL RAW A INMti ANOIE STEFL iIPE
W
m- °• ai 4 SPA RALS SATN 1Z'
STAT sPAOa
L� 2) MT FENCE FAIIW SRALL
{ I FuT TRENw E swMERe a oiNm
ARROMm EM1fwAL IEFIK AN
SECTION A -A
Me w L FltttlwN '
AI IwL b7�' W N 1kT191E
I �AMLE
FTR
UFE INSTALL FAM IN
ACCORDANCE wtx W ACT REAS
NOT TO SCALE
NSIIMIC110MM NOT TO SCALE
CITY OF HICKORY
CITY OF HICKORY
REVISKM DATE
N0. DATE DESCRIPTION 2 -1 -07
TEMPORARY SILT FENCE N
41
NO. DATE
DESCRIPTION
RIP -RAP OUTLET
PROTECTION
DATE
2 -1 -07
s D. No.
10B
102
NOTES:
1. CLASS OR MEDIAN SIZE OF RIPRAP AND LENGTH, WIDTH AND DEPTH OF APRON
TO BE SHOWN ON EROSION CONTROL PLANS.
2. RIPRAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END
OF THE PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF
2:1 AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR
CULVERT HEIGHT.
3. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE
SURFACE OF THE RECEIVING CHANNEL. THE AREA TO BE PAVED OR RIPRAPPED
SHALL BE UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE
SAME GRADE (FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL. THE
APRON SHALL HAVE A CUTOFF OR TOE WALL AT THE DOWNSTREAM END.
4. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM
WIDTH OF THE RECEIVING CHANNEL. MAXIMUM TAPER TO RECEIVING CHANNEL 5:1
5. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER.
6. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING
CHANNEL SHALL NOT BE ALLOWED.
7. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON
UNLESS OTHERWISE SHOWN.
8. TYPE 2 GEOTEXTILE FILTER FABRIC SHALL BE INSTALLED ON COMPACTED
SUBGRADE PRIOR TO PLACEMENT OF RIP RAP AND TRIMMED AFTER
RIPRAP PLACEMENT SO THAT NO FABRIC IS VISIBLE.
RIP RAP OUTLET PROTECTION
NOT TO SCALE -
PROJECT
M. SHULTZ, PE
ISSUE DATE DESCRIPTION 1 PROJECT NUMBER 1000231- 228531 -018
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
TEMPORARY SILT FENCE
NOT TO SCALE
20 FT. MIN
APPROACH LENGTH
5 FT. MAX. FILL HEIGHT
FROM LOW POINT OF
ORIGINAL CHANNEL
I s
RIPRAP WITH 2 -3°
DIAMETER WASHED STONE
ON TOP OVER FILTER
CHANNEL
FABRIC BOTH APPROACHES
CROSSING
EXTEND STONE
TO CHANNEL /CROSSING
(T,P) STREAM
UPWARD
S7
FILTER FABRIC
:IS =:::.•
5,
SURFACE
�..,��;.•.`,.�ti.�'
i .
ii..,, • •
18" CLASS I RIPRAP
FLOW
`.�
is - ::• ,....- °
DIVERSION
SANITARY l�
J
LONGITUDINAL
NOTES:
VIEW
1. DO NOT GRADE EITHER SIDE
OF APPROACH.
"FORD" STYLE
CREEK CROSSING
DETAIL n
STONE APPROACH J`'~
SECTION
. 5:1
NOT TO SCALE
NOTES
1. DO NOT EXCAVATE STREAMS WITH ROCK BOTTOMS IN ORDER TO PLACE ALL
PIPES AT THE SAME LEVEL. PLACE AS MANY PIPES AS PRACTICAL WITHIN THE
LOW AREA OF THE STREAM. PLACE REMAINING PIPES REQUIRED TO CROSS
THE STREAM ON THE EXISTING STREAM BOTTOM.
2. INITIATE PUMP AROUND DIVERSION PRIOR TO ANY EXCAVATION IN STREAM.
3. STREAM CROSSING CAN ONLY BE IN PLACE FOR UP TO 4 MONTHS.
CONTRACTOR IS RESPONSIBLE FOR SCHEDULING WORK TO MEET THIS
REQUIREMENT.
4. CONTRACTOR MUST MAINTAIN CROSSING. THIS INCLUDES KEEPING THE PIPES
AND INLET AREA CLEAR OF DEBRIS TO MAINTAIN MAXIMUM WATER FLOW.
/— #57 WASHED STONE
TOP OF ROADWAY
1/2 PIPE DIAMETER OR r 8 IN. MIN DEPTH
12 -. WHICHEVER IS GREATER
INSTALL NON -WOVEN GEOTEXTILE
FABRIC BENEATH APPROACHES
CLASS B RIPRAP
PIPES SIZED TO , /T,���' ALL PIPE INVERTS SHOULD BE
HANDLE FLOW RATE 12 IN. MAX LEVEL WITH THE LOW POINT OF
BETWEEN PIPES ELEVATION ORIGINAL CHANNEL
INSTALL NUMBER OF PIPES
REQUIRED TO SPAN CHANNEL
24" DIAMETER (MINIMUM)
"CULVERT" STYLE STREAM CROSSING DETAIL
NOT TO SCALE -
MURRAY BASIN
SANITARY SEWER PROJECT
HICKORY
H mn .
� ,. North CUOlin° -
EROSION CONTROL DETAILS
0 1' 2' FILENAME 04C-08.d" SHEET
SCALE AS NOTED 04C-08
TEMPORARY
DIVERSION DITCH OR
ORIGINAL STREAMBANK
(T,P) STREAM
S7
FILTER FABRIC
5,
18" CLASS I RIPRAP
PROPOSED
SANITARY l�
SEWER `
LONGITUDINAL
NOTES:
VIEW
1. DO NOT GRADE EITHER SIDE
OF APPROACH.
"FORD" STYLE
CREEK CROSSING
DETAIL n
NOT TO SCALE
NOTES
1. DO NOT EXCAVATE STREAMS WITH ROCK BOTTOMS IN ORDER TO PLACE ALL
PIPES AT THE SAME LEVEL. PLACE AS MANY PIPES AS PRACTICAL WITHIN THE
LOW AREA OF THE STREAM. PLACE REMAINING PIPES REQUIRED TO CROSS
THE STREAM ON THE EXISTING STREAM BOTTOM.
2. INITIATE PUMP AROUND DIVERSION PRIOR TO ANY EXCAVATION IN STREAM.
3. STREAM CROSSING CAN ONLY BE IN PLACE FOR UP TO 4 MONTHS.
CONTRACTOR IS RESPONSIBLE FOR SCHEDULING WORK TO MEET THIS
REQUIREMENT.
4. CONTRACTOR MUST MAINTAIN CROSSING. THIS INCLUDES KEEPING THE PIPES
AND INLET AREA CLEAR OF DEBRIS TO MAINTAIN MAXIMUM WATER FLOW.
/— #57 WASHED STONE
TOP OF ROADWAY
1/2 PIPE DIAMETER OR r 8 IN. MIN DEPTH
12 -. WHICHEVER IS GREATER
INSTALL NON -WOVEN GEOTEXTILE
FABRIC BENEATH APPROACHES
CLASS B RIPRAP
PIPES SIZED TO , /T,���' ALL PIPE INVERTS SHOULD BE
HANDLE FLOW RATE 12 IN. MAX LEVEL WITH THE LOW POINT OF
BETWEEN PIPES ELEVATION ORIGINAL CHANNEL
INSTALL NUMBER OF PIPES
REQUIRED TO SPAN CHANNEL
24" DIAMETER (MINIMUM)
"CULVERT" STYLE STREAM CROSSING DETAIL
NOT TO SCALE -
MURRAY BASIN
SANITARY SEWER PROJECT
HICKORY
H mn .
� ,. North CUOlin° -
EROSION CONTROL DETAILS
0 1' 2' FILENAME 04C-08.d" SHEET
SCALE AS NOTED 04C-08

e
7'
R
a�
0
13
1
2' MIN.
POST
SILT FENCE
NOTE: Rlemw
STRUCTURAL STONE SHALL BE TOP
(CLASS B ") STONE FOR EROSION
CONTROL PURPOSES.
SEDIMENT CONTROL STONE SHALL
BE NO. 5 OR NO. 57 STONE.
SEDIMENT
SILTFENCE SILT FENCE Z SILT FENCE
CONTROL STONE 1' -6" MAX
1' THICK
M
2:1 2
1
STRUCTURAL STONE
CROSS SECTION
COMPACTED 2' MIN
SOIL
NOTES
TOWARD 1. SLOPE .
SLOPES 2. SIDE • . SLOPE
SLOPE AREAS WHERE VEHICLES MUST CROSS, 3:1
IN ALL OTHER AREAS.
TEMPORARY DIVERSION DITCH DETAIL r2
NOT TO SCALE
H�2
HDR Engineering, Inc.
of the Carolinas
NCBELS Ucense No. F -0116
440 S. Church St., Sege 1000
Charlotte, NC 28202 -2075
704.338.6700
ISSUE DATE DESCRIPTION
' I "
NO. 5 OR NO. 57
SEDIMENT CONTROL
STONE. 6- THICK
LAYER ON UPSTREAM
FACE OF CHECK DAM
1' -6-
2' -0• —CLASS A RIP RAP
2 i 24" MAX.
(AT CENTER)
I SECTION C —C
EXCAVATE FOR STORAGE
CHECK DAM WITH STORAGE DETAIL
NOT TO SCALE
PROJECT MANAGER M. SHULTZ, PE
PROJECT NUMBER 000231 - 228531 -018
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
o I 6 I f I a
m z
of oMN
y D Hr y 18" [XISTIMS M F
°
z 1= D ! � ,1 MCIffILL Lu
iDDmZ CJ r wa
� �LL
v r •• -�.{I F-U ox
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zHVom 3. 'p �- - r, STAPLES ON �xH-zw
to r r, oiI'�
Too" —w
D D 1 4v z
H< / 10• r>
z L o
10 "c`� 6• S" MIN
STAPLE
CHECK _ —.- MATTING SHALL BE STAPLES ON
MATTING IN DITCHES PLACED IN TRENCH 1' CENTERS
AND BACKFILLED IN TRENCH
rn DIAGRAM OA s
° u- =
1� - -- I7H
= — U — n — Staple Check Pattern a
Q J
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ZD �10" 70.1 r I I �FQ-
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_ ,pa MATTING ON SLOPES DIAGRAM © z
w
xorES:
THIS DETAIL —IM To SINN, Ex-10A, AND NENIMNEIR BOIL KINFdICEIENT NAT (N ) INST&LXTION.
STANCES SMALL AE W. 11 SNIDE STEEL NINE nCIWIED INTO A %' S WITH A MIND— THNOAT WIDTH OF 1
INCH MU NOT LESS THAN • INCHES IN LCMTN.
EET 1 Of 7 NOT TO SCALE SHEET 1 OF t
1631.01 1631.01
EROSION CONTROL MATTING INSTALLATION
NOT TO SCALE
MURRAY BASIN
SANITARY SEWER PROJECT
HICKORY
�� Mortn ce.a1F1. -
EROSION CONTROL AND
SEEDING SPECIFICATIONS
p 1• 2• FILENAME 04C- 09:dwg SHEET
SCALE AS NOTED 04C -09
IN
W",
6'
3'
1 Stople
N�3
X
EROSION CONTROL MATTING INSTALLATION
NOT TO SCALE
MURRAY BASIN
SANITARY SEWER PROJECT
HICKORY
�� Mortn ce.a1F1. -
EROSION CONTROL AND
SEEDING SPECIFICATIONS
p 1• 2• FILENAME 04C- 09:dwg SHEET
SCALE AS NOTED 04C -09
IN
W",

t
I 1 2 1 3
#5 OR #57 WASHED STONE
4' -0" (MAX)
�j 5 STEEL POST
I I
K (1.25 LB /LF STEEL)
HARDWARE CLOTH
#5 OR #57
WASHED STONE
b
I I I I
I I I I
0 I I I I EXISTING
.1 I I 1 1 GROUND
II II
II II
I I I I L J L J
SECTION
II II
Li u
TEMPORARY FABRIC DROP INLET PROTECTION DETAIL�1
NOT TO SCALE -
SEDIMENT CONTROL STONE
STRUCTURAL STONE
- INVERT PIPE
-�7
FLOW
NOTES:
SECTION B -B
1. STRUCTURAL STONE SHALL BE CLASS A
STONE.
2. SEDIMENT CONTROL STONE SHALL BE NO. 5
OR NO. 57 STONE.
3. DIMENSIONS ARE MINIMUM ACCEPTABLE UNLESS
OTHERWISE SPECIFIED BY THE ENGINEER.
ROCK PIPE INLET DETAIL i31
NOT TO SCALE
" I '
SEDIMENT TUBE INSTALLATION
2" x 2" wood stokes or
1.25 # /ft Steel Post
2.0' Spoci (Typical)
Continuous Along Tube
SEDIMENT TUBE SPACING
SLOPE
MAX. SEDIMENT TUBE SPACING
LESS THAN 2%
150 -FEET
2%
100 -FEET
3%
75 -FEET
4%
50 -FEET
5%
40 -FEET
6%
30 -FEET
GREATER THAN 6%
25 -FEET
CHECK DAM CHECK DAM
WITH STORAGE, TYP
SET TOP OF WEIR 6* LIMIT OF EASEMENT, TYP
BELOW TOP OF
- - -- DIVERSI N CHANNEL
- - - - - -- -------- --- --- -- --- - --
SF SF SFTSF-
SILT FENCE
SILT FENCE 50 LF (MIN)
50 LF (MIN) �r
1�
0
SILT FENCE
50 LF (MIN)
SF SF SF-
TEMPORARY
DIVERSION
CHANNEL
-� - - - -7
�
E
o CENTERLINE
DAM
a r SILT FENCE
50 LF (MIN)
-SF�SF SF
L,
FLOW
1 Stakes
Placed
at 2'
rs
SEDIMENT TUBES - GENERAL NOTES
SEDIMENT TUBES - INSPECTION & MAINTENANCE
1. Sediment tubes may bg installed along contours, in drainage
1. The key to functional sediment tubes is weekly inspections,
conveyance channels, end around inlets to help prevent
routine maintenance, and regular sediment removal.
off -site discharge of SSdiment -laden stormwater runoff.
INTAKE HOSE
2. Sediment tubes are elingaled tubes of compacted
2. Regular inspections of sediment tubes shall be conducted
once
geotextiles, curled excelsior natural coconut fiber, a
wood,
every calendar week and, as recommended, within 24 -hours
hardwood mulch. Strowl pine needle, and leaf mulch- filledr
after each rainfall even that produces 1/2 -inch or more of
n sediment tubes are no; permitted.
precipitation.
3. The outer netting of the sediment tube should consist of
3. Attention to sediment accumulations in front of the sediment 0
seamless, high- density polyethylene photodegrodable materials
tube is extremely important. Accumulated sediment should be
treated with ultraviolet, stabilizers or a seamless, high- density
continually monitored and removed when necessary.
polyethylene non- degrddable materiol.
RAP, SANDBAGS, OR OTHER
4. Remove accumulated sediment when it reaches 1/3 the
4. Sediment tubes, when used as checks within channels, should
height
range between 18- inches and 24- inches depending o n
channel dimensions. D;6meters outside this range may be
of the sediment tube.
allowed where necess" when approved.
5. Removed sediment shall be placed in stockpile storage areas
or spread thinly across disturbed area. Stabilize the removed
5. Curled excelsior wood, or natural coconut products that are
sediment after it is relocated.
rolled up to create a Sediment tube are not allowed.
6. Large debris, trash, and leaves should be removed from in
6. Sediment tubes should be staked using wooden stokes
2 -inch x 2 -inch or steel
( ) posts (standard "U" or ?"
front of tubes when found.
sections with o minimLm weight of 1.25 pounds per foot) of
7, If erosion causes the edges to fall to a height equal to or
o minimum of 48 -inches in length placed on 2 -foot centers.
below the height of the sediment tube, repairs should be
7. Install all sediment tu6es to ensure that no gaps exist
between the soil and the bottom of the tube. Manufacturer's
made
immediately to prevent runoff from bypassing tube.
recommendations should always be consulted before
8. Sediment tubes should be removed after the contributing
installation.
drainage area has been completely stabilized. Permanent
vegetation should replace areas from which sediment tubes
8. The ends of adjacent sediment tubes should be overlapped
6- inches to prevent flow and sediment from passing through
have been removed.
the field joint.
9. Sediment tubes should not be stocked on top of one
another, unless recommended by manufacturer.
10. Each sediment tube should be installed in a trench with a
depth equol to 1/5 the diameter of the sediment tube.
G
11. Sediment tubes should continue up the side slopes a
of nlmf of above the design flow depth of the channel.
12. Install stakes at a diqgonal facing incoming runoff.
WATTLE INSTALLATION n
NOT TO SCALE -
SEQUENCE OF CONSTRUCTION
1. INSTALL ALL EROSION CONTROL MEASURES
SHOWN OUTSIDE OF STREAM CHANNEL.
2. CREATE A TEMPORARY DAM BY INSTALLING
SAND BAG DIKE IN CREEK.
3. INSTALL CHECK DAM IN DRY STREAM
CHANNEL DOWNSTREAM OF THE DAM AND
PROPOSED PIPE CROSSING.
4. PUMP THE IMPOUNDED WATER AROUND
THE CONSTRUCTION AREA DO NOT ALLOW
THE IMPOUNDED WATER TO OVER -TOP
THE TEMPORARY DAM.
5. INSTALL PIPE UNDER DRY STREAM BED.
6. AFTER BACKnLUNG AND STABILIZING AREA,
REMOVE CHECK DAM AND SAND BAGS
FROM THE STREAM CHANNEL.
NOTE: SILT FENCE SHALL DIVERT RUNOFF FROM
NON- DISTURBED AREAS TO STREAM AND
RUNOFF FROM DISTURBED AREAS TO
DIVERSION CHANNELS AND CHECK DAMS.
TYPICAL EROSION CONTROL AT STREAM CROSSINGS DETAIL
NOT TO SCALE -
o the e Co mlinesp' InG
NCBELS Uosrue No. F -0116
440 S. Church St, Sine 1DDD
704.3 te, NC 28202 -2075
704.336.8700
weir wwvnuert
m. anuuz., rc
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
FLOW
INTAKE HOSE
SEDIMENT DIKE
CLEAN WAIER DIKE-/
WORK AREA
PUMPS SHOULD DISCHARGE
LENGTH NOT TO
ONTO A STABILIZED BANK OR
EXCEED TEAT WHICH
ISSUE DATE DESCRIPTION IPROJECT NUMBER 1000231- 228531 -018
STILLING BASIN OR
SEDIMENT BAG rSUMPS TREAM DIVERSION
PUMPS
DISCHARGE HOSES
P INTAKE HOSE
� P 11,yPyWATERWO PUMP
c ERVIOUS SHEETING
FLOW BASE FLOW + 1
WORK A FOOT T (2 FOOT
- SUMP -HOLE OR .MINIMUM)
POOL (12° TO 18" CROSS SECTION OF
DEEP 2' DIA.) SANDBAG DIKE
SECTION A -A
GENERAL NOTES,
1. THE CONTRACTOR IS TO PROTECT THE WORK AREA FROM STREAM FLOWS RESULTING FROM ALL
STORMS UP TO AND INCLUDING THE 1 -YEAR EVENT. THE ENGINEER WILL PROVIDE FLOW RATES.
2. INSTALL PUMP AND TEMPORARY FL XIBLE HOSE AT THE UPSTREAM END OF CONSTRUCTION AREA.
3. INSTALL STILLING BASIN OR EQUIP MXIBUE HOSE WITH THE SEDIMENT BAG IF NEEDED. STABIUZE
PIPE OUTLET TO PROTECT BANK AG(MNST SCOUR AND EROSION.
4. PLACE UPSTREAM IMPERVIOUS DIKE AND BEGIN PUMPING FOR THE STREAM DIVERSION. CONTRACTOR
HAS THE OPTION OF USING INFLAT43LE CHECK DAMS IN LIEU OF SANDBAGS.
5. PLACE DOWNSTREAM IMPERVIOUS DIKE AND PUMPING APPARATUS. DEWATER THE WORK AREA INTO THE
STIWNG BASIN OR EQUIP HOSE W17H THE SEDIMENT BAG. DEWATERED AREA SHALL EQUAL TO ONE
DAY'S WORK.
6. PERFORM WORK ACCORDING TO PLANS.
7. REMOVE ANY ACCUMULATED SILT B FORE REMOVAL OF IMPERVIOUS DIKES. REMOVE ALL EQUIPMENT
INCLUDING DIKES. (DOWNSTREAM PERVIOUS DIKE FIRST).
8. ALL GRADING AND STABILIZATION MST BE COMPLETED IN ONE DAY WITHIN THE PUMP - AROUND AREA
(WITHIN THE IMPERVIOUS DIKES). I ERVIOUS DIKES ARE TO BE REMOVED AT END OF DAY. THE
CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE LOCATION OF THE IMPERVIOUS DIKES PLACEMENT
FOR EACH DAY'S WORK.
9. REMOVE STILLING BASIN(S) IF APPLCABLE. STABILIZE DISTURBED AREA WITH SEED AND MULCH, AS
SOON AS PRACTICAL.
PUMP AROUND DETAIL n
NOT TO SCALE -
MURRAY BASIN
SANITARY SEWER PROJECT
HICKORY
'sq nareh ow,ounw "
EROSION CONTROL DETAILS
0 1• 2- FILENAME 04C- 10.dwg SHEET
SCALE AS NOTED 04C -10
FLOW
INTAKE HOSE
SEDIMENT DIKE
CLEAN WAIER DIKE-/
WORK AREA
PUMPS SHOULD DISCHARGE
LENGTH NOT TO
ONTO A STABILIZED BANK OR
EXCEED TEAT WHICH
DISSIPATER (MADE OF RIP
CAN BE COI1,,IPLETED IN
RAP, SANDBAGS, OR OTHER
ONE�pAY
APPROVED MATERIAL)
ELAN VIEW
4
c ERVIOUS SHEETING
FLOW BASE FLOW + 1
WORK A FOOT T (2 FOOT
- SUMP -HOLE OR .MINIMUM)
POOL (12° TO 18" CROSS SECTION OF
DEEP 2' DIA.) SANDBAG DIKE
SECTION A -A
GENERAL NOTES,
1. THE CONTRACTOR IS TO PROTECT THE WORK AREA FROM STREAM FLOWS RESULTING FROM ALL
STORMS UP TO AND INCLUDING THE 1 -YEAR EVENT. THE ENGINEER WILL PROVIDE FLOW RATES.
2. INSTALL PUMP AND TEMPORARY FL XIBLE HOSE AT THE UPSTREAM END OF CONSTRUCTION AREA.
3. INSTALL STILLING BASIN OR EQUIP MXIBUE HOSE WITH THE SEDIMENT BAG IF NEEDED. STABIUZE
PIPE OUTLET TO PROTECT BANK AG(MNST SCOUR AND EROSION.
4. PLACE UPSTREAM IMPERVIOUS DIKE AND BEGIN PUMPING FOR THE STREAM DIVERSION. CONTRACTOR
HAS THE OPTION OF USING INFLAT43LE CHECK DAMS IN LIEU OF SANDBAGS.
5. PLACE DOWNSTREAM IMPERVIOUS DIKE AND PUMPING APPARATUS. DEWATER THE WORK AREA INTO THE
STIWNG BASIN OR EQUIP HOSE W17H THE SEDIMENT BAG. DEWATERED AREA SHALL EQUAL TO ONE
DAY'S WORK.
6. PERFORM WORK ACCORDING TO PLANS.
7. REMOVE ANY ACCUMULATED SILT B FORE REMOVAL OF IMPERVIOUS DIKES. REMOVE ALL EQUIPMENT
INCLUDING DIKES. (DOWNSTREAM PERVIOUS DIKE FIRST).
8. ALL GRADING AND STABILIZATION MST BE COMPLETED IN ONE DAY WITHIN THE PUMP - AROUND AREA
(WITHIN THE IMPERVIOUS DIKES). I ERVIOUS DIKES ARE TO BE REMOVED AT END OF DAY. THE
CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE LOCATION OF THE IMPERVIOUS DIKES PLACEMENT
FOR EACH DAY'S WORK.
9. REMOVE STILLING BASIN(S) IF APPLCABLE. STABILIZE DISTURBED AREA WITH SEED AND MULCH, AS
SOON AS PRACTICAL.
PUMP AROUND DETAIL n
NOT TO SCALE -
MURRAY BASIN
SANITARY SEWER PROJECT
HICKORY
'sq nareh ow,ounw "
EROSION CONTROL DETAILS
0 1• 2- FILENAME 04C- 10.dwg SHEET
SCALE AS NOTED 04C -10

A
1
A.
IN
A. GENERAL:
1. AFTER CONSTRUCTION IS COMPLETE IN ANY AREA OR PHASE OF THE PROJECT,
THE DISTURBED AREAS SHALL RECEIVE A PERMANENT GROUND COVER. SEEDING
AND MULCHING SHALL BE PERFORMED IMMEDIATELY BEHIND CONSTRUCTION.
THE CONTRACTOR SHALL PROVIDE PERMANENT SEEDING IN ALL DISTURBED
AREAS AS INDICATED IN THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL
ADAPT PERMANENT SEEDING OPERATIONS TO PROTECT AND TO ACCOMMODATE
ANY TEMPORARY SEEDING AND SOIL AND EROSION CONTROL MEASURES THAT
MAY ALREADY BE IN PLACE DURING THE WORK PERIOD.
2. WHEN SEEDING MUST TAKE PLACE OUT OF SEASON FOR PERMANENT GRASS THE
APPROPRIATE TEMPORARY SEEDING SHALL BE DONE AND THE CONTRACTOR
SHALL BE RESPONSIBLE FOR PERMANENT SEEDING AS SPECIFIED IN SEASON AT
NO ADDITIONAL COST TO OWNER.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR TURF MAINTENANCE THROUGH
SUBSTANTIAL COMPLETION. SLOPES MUST BE AT 90% COVERAGE AT
SUBSTANTIAL COMPLETION REVIEW TO BE ACCEPTED. IF NOT AT 90% COVERAGE,
SUBSTANTIAL COMPLETION WILL BE DELAYED UNTIL THE FOLLOWING GROWING
SEASON.
B.
C
1. GROUND COVER: ALL DISTURBED AREAS SHALL BE DRESSED TO A DEPTH OF SIX
(6) INCHES. THE TOP THREE (3) INCHES SHALL BE PULVERIZED TO PROVIDE A
UNIFORM SEEDBED. RAKE OR HARROW THE SITE TO ESTABLISH A SMOOTH AND
LEVEL FINAL GRADE. SOIL PARTICLES SHOULD BE NO LARGER THAN MARBLE
SIZE, AND PEA GRAVEL SIZE IS EVEN BETTER. AGRICULTURAL LIME SHALL BE
APPLIED AT THE RATE OF 2 TONS /ACRE IMMEDIATELY BEFORE PLOWING. GRASS
SEED SHALL BE APPLIED AT THE RATES OUTLINED IN TABLES 1.
2. 10 -10 -10 FERTILIZER SHALL BE APPLIED TO ALL DISTURBED AREAS AT A RATE
OF 900 LBS. /ACRE. MULCHING SHALL CONSIST OF SMALL GRAIN STRAW
APPLIED AT A RATE OF 2 TONS /ACRE. MULCHED AREAS SHALL BE TACKED
WITH ASPHALT OR OTHER APPROVED METHOD SUFFICIENT TO HOLD THE STRAW
IN PLACE, AT A RATE OF 150 TO 200 GALLONS PER TON OF STRAW.
3. SOME AREAS MAY REQUIRE TEMPORARY SEEDING DUE TO AN INTERRUPTION OF
WORK OR SEASONAL RESTRICTIONS AS SPECIFIED IN THE PERMANENT SEEDING
SCHEDULE, OR A COMBINATION THEREOF. THESE AREAS SHALL BE -RE- SEEDED
IN ACCORDANCE WITH THE PERMANENT SEEDING SCHEDULE. IF TEMPORARY
SEEDING IS REQUIRED DUE TO CONTRACTOR DELAYS, THERE WILL BE NO
COMPENSATION FOR THE TEMPORARY SEEDING. TEMPORARY SEEDING SHALL BE
PERFORMED ONLY AT THE DIRECTION OF THE ENGINEER OR INSPECTOR.
1. UPON COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE FROM THE SITE
ALL EQUIPMENT AND OTHER ARTICLES USED. ALL EXCESS SOIL, STONE, AND
DEBRIS SHALL BE REMOVED AND LEGALLY DISPOSED OF AT NO ADDITIONAL
COST TO THE OWNER. ALL WORK AREAS SHALL BE LEFT IN A CLEAN AND
NEAT CONDITION. ALL DAMAGE TO EXISTING CONSTRUCTION CAUSED BY
LANDSCAPING OPERATIONS SHALL BE REPAIRED TO THE SATISFACTION OF THE
TOWN AT THE CONTRACTOR'S EXPENSE.
11
A
J 1 4
2. SEEDED AREAS SHALL BE PROTECTED AND REPLANTED AS NECESSARY TO
ESTABLISH A UNIFORM STAND OF SPECIFIED GRASS. SCATTERED BARE SPOTS,
NONE OF WHICH SHALL BE LARGER THAT ONE (1) SQUARE FOOT, WILL BE
ALLOWED UP TO A MAXIMUM OF 3% OF THE SEEDED AREA FOR EACH
PROPERTY. WHEN SEEDED AREAS ARE READY FOR INSPECTION, THE MAINTAINED
TURF AREAS SHALL BE NEATLY MOWED TO THE UNIFORM HEIGHT OF
APPROXIMATELY TWO AND ONE -HALF (2.5) INCHES. THE LAWNS SHALL BE
CONSIDERED ESTABLISHED ONLY WHEN THE SPECIFIED GRASS IS VIGOROUS AND
GROWING WELL IN ADDITION TO MEETING THE OTHER REQUIREMENTS SPECIFIED.
3. AN INSPECTION OF THE COMPLETED SEEDING SHALL BE MADE AT THE
CONCLUSION OF THE LANDSCAPE WORK UPON WRITTEN NOTICE REQUESTING
SUCH INSPECTION SUBMITTED BY THE CONTRACTOR TO THE ENGINEER, AT LEAST
TEN (10) DAYS PRIOR TO THE ANTICIPATED DATE OF INSPECTION.
4. A FINAL INSPECTION SHALL BE PERFORMED WHEN A SATISFACTORY STAND OF
SEEDED TURF GRASS HAS BEEN PRODUCED, UPON WRITTEN NOTICE REQUESTING
SUCH INSPECTION SUBMITTED BY THE CONTRACTOR TO THE ENGINEER, AT LEAST
TEN (10) DAYS PRIOR TO THE ANTICIPATED DATE OF INSPECTION. IF A
SATISFACTORY STAND OF TURF HAS NOT BEEN PRODUCED AT THE TIME OF
FINAL INSPECTION, NECESSARY REPAIRS SHALL BE PERFORMED IN CONFORMANCE
WITH THE REQUIREMENTS OF THIS SECTION. UPON COMPLETION OF THESE
REPAIRS, THE SEEDED GRASS SHALL BE REINSPECTED UPON WRITTEN NOTICE AS
ABOVE.
TABLE 1
SHOULDERS, SIDE DITCHES, SLOPES
Data
Type
Plenting Raft
Planting Raft
Sdces Lespedeze (ecedld)
501ba./acre
Mar l -June 1
- - - RE9 -
Tal Fescue and Ab =i Rye
3001beJaem
Add Tell Fescue
1201badscre
Marl -Apr 15
-- - - - - - --
HOW Common Bennudglrass
25 lbs. /acm
Ad d Weepirp Lovegress
101b../..
Merl - June 30
ar
Apr. 1 to Aug. 15
Ma 1 - June 30
Add Red Caonron Bemsdagress
251bs./acm
Benadaplass 0egeft8ve)
*-Tall Fescue end
1201te. /acre
June t - SeptI
•••Bmwrdop Meetar..........
351bs. /acre
March to Juy
•^Saghum$uden Hybrids
301be.lacre
10
Sadc-- Lespadere (unhWNuesearifd)
70lbsJeom
Sept 1 - Mr 1
and Tel Fescue
1201beJacre
Nov 1 - Mr 1
Add Ab- Rye
25lbs./mm
TABLE 2
SHOULDERS, SIDE DITCHES, SLOPES
Far Slopes 3:1 and Fftaer
Dana
Two
Planting Raft
Aug 15. Nw 1
Tell Fescue
3DO IWJacre
Nov 1- Mr 1
Tal Fescue and Ab =i Rye
3001beJaem
Ma 1 • Apr 15
Tall Fescue
3DO Itede re
Apr 15 - June 30
HOW Common Bennudglrass
25 lbs. /acm
July 15. Aug 15
Tall Fescue and -13-top Meet
or "SorghumSuden Hybrids....
3510s. /ecm
1. THE FOLLOWING INFORMATION SHALL BE APPLICABLE FOR ALL PERMANENT LAWN
SEEDING. PERMANENT LAWN SEEDING SHALL TAKE PLACE WITHIN ALL
DEVELOPED AREAS OF DISTURBANCE INCLUDING RESIDENTIAL AND COMMERCIAL
AREAS AND SHALL BE REPLACED IN KIND OF EXISTING MATERIAL BY THE
CONTRACTOR. AN APPROVED TURF TYPE TALL FESCUE BLEND SHALL BE USED
PER THE CONTRACT DOCUMENTS. KENTUCKY 31 IS NOT AN ACCEPTABLE
BLEND.
2. WHEN SEEDING MUST TAKE PLACE OUT OF SEASON FOR PERMANENT GRASS THE
APPROPRIATE TEMPORARY SEEDING SHALL BE DONE AND THE CONTRACTOR
SHALL BE RESPONSIBLE FOR PERMANENT SEEDING AS SPECIFIED IN SEASON AT
NO ADDITIONAL COST TO OWNER.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR LAWN MAINTENANCE THROUGH
SUBSTANTIAL COMPLETION. LAWNS MUST BE AT 90% COVERAGE AT SUBSTANTIAL
COMPLETION REVIEW TO BE ACCEPTED. IF NOT AT 90% COVERAGE,
SUBSTANTIAL COMPLETION WILL BE DELAYED UNTIL THE FOLLOWING GROWING
SEASON.
B. SITE PREPARATION:
1. REMOVE OR KILL ANY UNDESIRABLE EXISTING TURF OR VEGETATION. HERBICIDE
SPRAYING OR OTHER CHEMICAL TREATMENT SHALL BE APPROVED BY THE
ENGINEER PRIOR TO BEING USED BY THE CONTRACTOR. IF PREEXISTING TURF
OR OTHER VEGETATION IS MIXED WITH THE SOIL TO BE REUSED, THE
CONTRACTOR SHALL USE BEST JUDGEMENT IN REMOVING IT OR INCORPORATING
IT INTO THE SOIL DURING PREPARATION.
2. IF TOPSOIL WAS NOT USED TO REESTABLISH THE UPPER SOIL LAYER AND THE
UPPER SOIL IS HEAVY WITH HIGH CLAY CONTENT, SPREAD 1.5 -2 INCHES OF
AGED GROUND PINE BARK OR BAGGED ORGANIC HUMUS OVER THE AREA TO BE
REPAIRED.
PROJECT MANAGER M. SHULTZ, PE
D 1 b
3. FOR ALL GRASSES EXCEPT CENTIPEDEGRASS, APPLY PER 1,000 SQUARE FEET:
75 POUNDS OF GROUND LIMESTONE AND ONE OF THE FOLLOWING FERTILIZERS:
40 POUNDS OF 5- 10 -10; 20 POUNDS OF 10- 20 -20; OR 20 POUNDS OF
8 -8 -8 OR 10 -10 -10 IN COMBINATION WITH 4 POUNDS OF 0 -46 -0.
CENTIPEDEGRASS PREFERS ACIDIC SOILS AND LOW LEVELS OF PHOSPHORUS AND
MAY NOT REQUIRE THE ADDITION OF LIME AND PHOSPHORUS.
4. INCORPORATE LIME AND FERTILIZER (AND PINE BARK IF ADDED) INTO THE TOP 6
INCHES OF THE SOIL USING A ROTOTILLER OR BY HAND. ROTOTILL OR HAND
CULTIVATE TO WELL INCORPORATE THE AMENDMENTS AND GET A UNIFORM
LOOSELY TEXTURED SOIL OF MINIMUM 6 -INCH DEPTH.
5. RAKE OR HARROW THE SITE TO ESTABLISH A SMOOTH AND LEVEL FINAL GRADE.
SOIL PARTICLES SHOULD BE NO LARGER THAN MARBLE SIZE, AND PEA GRAVEL
SIZE IS EVEN BETTER. HAND RAKING TO LEVEL THE SOIL AND WORK OUT HILLS
AND HOLLOWS. FOR AREAS LARGER THAN 100 SO. FT. ALLOW RAIN OR
IRRIGATE TO SETTLE THE SOIL. IN SOME SITUATIONS, THE ENGINEER MAY
REQUIRE ROLLING OR CULTIPACKING TO FIRM THE SOIL BEFORE SEEDING. HAND
RAKE AGAIN TO BREAK UP THE CRUSTY SURFACE BEFORE SEEDING OR
PLANTING.
C. INSTALLATION:
1. GENERAL:
a)SEED OR PLANT THE REQUIRED GRASS ACCORDING TO TABLE 3
b)THE CHOICE OF TURFGRASS TYPE, VARIETY AND PROPAGATION FORM SHALL BE
SPECIFIED IN THE CONTRACT DOCUMENTS, AS SPECIFIED IN THE ITEMIZED
PROPOSAL, OR AS DESIGNATED BY THE ENGINEER.
c)SEED SHALL BE TAGGED CERTIFIED SEED. GERMINATION SHALL BE A MINIMUM
OF 95%. SEED SHALL BE 98% PURE WITH LESS THAN 2% OTHER -CROP SEED
OR DEBRIS. SEED SHALL BE FREE OF NOXIOUS WEED SEED.
d)SOD, SPRIGS, PLUGS OR OTHER VEGETATIVE PLANT PROPAGATION MATERIALS
SHALL BE CERTIFIED FREE OF NOXIOUS WEEDS. MATERIALS SHALL BE IN GOOD
HEALTH AND VIGOR, FREE OF DISEASE OR PESTS, OR DAMAGE FROM DRYNESS,
ADVERSE TEMPERATURE, HERBICIDES, FERTILIZER OR OTHER CHEMICALS.
SPRIGS THAT ARE OLDER THAN 48 HOURS ARE NOT ACCEPTABLE REGARDLESS
OF CONDITION.
e)THE CONTRACTOR SHALL MAINTAIN A LOG OF DATES THAT SOD, SPRIGS, PLUGS,
OR OTHER SEEDING INSTALLATION WAS COMPLETED FOR EACH INDIVIDUAL
PROPERTY AND SHALL NOTIFY THE ENGINEER OR INSPECTOR OF EACH DAY'S
PROGRESS.
2. SEEDING:
o)SOW THE SEED ON FRESHLY PREPARED SOIL. ENSURE UNIFORM COVERAGE
BY USING A CENTRIFUGAL (ROTARY) OR DROP -TYPE SPREADER. AREAS LARGER
THAN 100 SO. FT. SHALL BE SEEDED WITH A MINIMUM OF TWO PASSES AT THE
APPROPRIATE PARTIAL RATE FOR EACH PASS. FOR AREAS AVERAGING GREATER
15 FT. WIDTH, APPLY HALF THE SEED IN ONE DIRECTION AND THE OTHER HALF
AT RIGHT ANGLES TO THE FIRST DIRECTION.
b)APPLY A STARTER -TYPE FERTILIZER TO THE SOIL SURFACE FOR EXAMPLE, 10
POUNDS OF 5 -10 -10 OR 5 POUNDS OF 10 -20 -20 PER 1,000 SQUARE FEET
AT THE TIME OF SEEDING.
c)LIGHTLY COVER THE SEED BY HAND RAKING OR DRAGGING WITH A MAT OR
CHAIN -LINK FENCE. ROLL OR TAMP THE SOIL LIGHTLY TO FIRM THE SURFACE
AND PROVIDE GOOD SEED -TO -SOIL CONTACT.
d)MULCH GRASS SEED WITH WEED -FREE SMALL GRAIN STRAW OR HAY APPLIED
AT A RATE OF 2 TONS /ACRE. STABILIZE SMALL AREAS OF MULCH BY ROLLING,
WATERING OR TACKING WITH ASPHALT TACKING SPRAY. TWINE NETTING CAN BE
USED IF WIND DISPLACEMENT IS A PROBLEM. IF APPLIED EVENLY AND LIGHTLY,
THESE MATERIALS NEED NOT BE REMOVED. LARGER AREAS SHALL BE
STABILIZED BY ASPHALT TACKING SPRAY OR TWINE NETTING.
D. CLEANUP AND INSPECTION:
1. UPON COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE FROM THE SITE
ALL EQUIPMENT AND OTHER ARTICLES USED. ALL EXCESS SOIL, STONE, AND
DEBRIS SHALL BE REMOVED AND LEGALLY DISPOSED OF AT NO ADDITIONAL
COST TO THE OWNER. ALL WORK AREAS SHALL BE LEFT IN A CLEAN AND
NEAT CONDITION. ALL DAMAGE TO EXISTING CONSTRUCTION CAUSED BY
LANDSCAPING OPERATIONS SHALL BE REPAIRED TO THE SATISFACTION OF THE
TOWN AT THE CONTRACTOR'S EXPENSE.
2. SEEDED AREAS SHALL BE PROTECTED AND REPLANTED AS NECESSARY TO
ESTABLISH A UNIFORM STAND OF SPECIFIED GRASS. SCATTERED BARE SPOTS,
NONE OF WHICH SHALL BE LARGER THAT ONE (1) SQUARE FOOT, WILL BE
ALLOWED UP TO A MAXIMUM OF 3% OF THE SEEDED AREA FOR EACH
PROPERTY. WHEN SEEDED AREAS ARE READY FOR INSPECTION, THE MAINTAINED
TURF AREAS SHALL BE NEATLY MOWED TO THE UNIFORM HEIGHT OF
APPROXIMATELY TWO AND ONE -HALF (2.5) INCHES. THE LAWNS SHALL BE
CONSIDERED ESTABLISHED ONLY WHEN THE SPECIFIED GRASS IS VIGOROUS AND
GROWING WELL IN ADDITION TO MEETING THE OTHER REQUIREMENTS SPECIFIED.
3. AN INSPECTION OF THE COMPLETED SEEDING SHALL BE MADE AT THE
CONCLUSION OF THE LANDSCAPE WORK UPON WRITTEN NOTICE REQUESTING
SUCH INSPECTION SUBMITTED BY THE CONTRACTOR TO THE ENGINEER, AT LEAST
TEN (10) DAYS PRIOR TO THE ANTICIPATED DATE OF INSPECTION
PRELIMINARY
HDR Engineering, Inc.
of the Carolinas NOT FOR
NCBELS License No. F -0116
440 S. Church SL, Suite ,000
CONSTRUCTION
Charlotte, NC 262°2-2075 OR RECORDING
704.338.6700
ISSUE DATE DESCRIPTION PROJECT NUMBER 000231 - 228531 -018
0
4. A FINAL INSPECTION SHALL BE PERFORMED WHEN A SATISFACTORY STAND OF
SEEDED TURF GRASS HAS BEEN PRODUCED, UPON WRITTEN NOTICE REQUESTING
SUCH INSPECTION SUBMITTED BY THE CONTRACTOR TO THE ENGINEER, AT LEAST
TEN (10) DAYS PRIOR TO THE ANTICIPATED DATE OF INSPECTION. IF A
SATISFACTORY STAND OF TURF HAS NOT BEEN PRODUCED AT THE TIME OF
FINAL INSPECTION, NECESSARY REPAIRS SHALL BE PERFORMED IN CONFORMANCE
WITH THE REQUIREMENTS OF THIS SECTION. UPON COMPLETION OF THESE
REPAIRS, THE SEEDED GRASS SHALL BE REINSPECTED UPON WRITTEN NOTICE AS
ABOVE.
TABLE 2
UW M SEEDING
Cool -and Vbm,,, ea w Grasses
.,
T hinting Raiel1r666 R
Lawn Grass
Planting Dabs/
Seeds'
Space Planfkp'
Spnlpyinp-
Tall fescue
Mach 1 to OCL 15
(Aug. 15 to Oct. 1 op8mum)
e
-
-
Tap tescusla nued (vdnter) rye
OcL 15 to Mach 1
6 fescue
1 rye -
TFlpsacum daetyloider
5
Bsmsdoorns(seed)
Apr. 1 to Aug. 15
1 to 2
Pennsylvania stratmeed
Polygonumpennsylvanicum
Benadaplass 0egeft8ve)
Apr. 15 M Aug. 30
Chasmrruhtum lait0lium
5.
5
Centipeeagress
March to Juy
0.25 to 0.50
5
10
Zoysiapass
April to Jul
5
5
St. Augustinegrass
Apr. to July
5
NOTES:
1. SOD CONSISTING OF COOL - SEASON GRASSES CAN BE INSTALLED ANYTIME THE
GROUND IS NOT FROZEN. SOD CONSISTING OF WARM - SEASON GRASSES CAN
BE INSTALLED AS LONG AS SOIL TEMPERATURE EXCEEDS 55•F (TYPCALLY APRIL
15 TO OCTOBER 1).
2. POUNDS OF SEED PER 1,000 SQ. FT.
3. SQ. YDS. TO TURF CUT INTO 2 -INCH CENTERS TO PLANT 1,000 SO. FT.
4. BUSHELS OF SPRIGS PER 1,000 SO. FT. (1 SQ. YD. OF TURF PULLED APART
IS EQUIVALENT TO 1 BUSHEL OF SPRIGS.
MURRAY BASIN
SANITARY SEWER PROJECT
H
jCKORY
�. Norm Ce,oNM
1. HERBACEOUS WETLAND SEED (PASTURES, FIELDS): THE FOLLOWING SEED
MIXTURE SHALL BE APPLIED WITHIN JURISDICTIONAL WETLAND AREAS AT THE
RATE OF 20 LB /ACRE. MULCH SEEDED AREAS BUT DO NOT APPLY FERTILIZER
OR LIME. SEED TO BE SUPPLIED BY ERNST CONSERVATION SEEDS OR
APPROVED EQUAL.
Seed Spec Sheet
.tea
.,
Annual Rye
Lolium multtflorum
25
Blue vervain
Verbena hastata
5
Bar - marigold
Bidens arislosa
10
Deertongue "Tioga"
Dichanthellum clandartinum
15
Eastern gaoma grass
TFlpsacum daetyloider
5
Partridge pea
Chamaecrlstaft iculata
10
Pennsylvania stratmeed
Polygonumpennsylvanicum
10
River oats
Chasmrruhtum lait0lium
5
Softrush
jJunms effuses
5
Yagmia wild rye
jElyms W6ginicus
10
EROSION CONTROL NOTES
0 1• 2- FILENAME 104C- 11.dwg
SCALE I AS NOTED
SHEET
04C -11

EROSION AND SEDIMENTATION CONTROL
1, THE CONTRACTOR SHALL INSTALL ALL EROSION AND SEDIMENTATION CONTROL MEASURES AND DEVICES
NECESSARY TO COMPLY WITH THE STANDARDS AND SPECIFICATIONS OF THE NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES AND APPLICABLE STATE AND LOCAL LAWS AND
ORDINANCES, AND PREVENT STANDING WATER WITHIN PROJECT LIMITS UNLESS OTHERWISE DIRECTED.
2. INSTALL CONSTRUCTION ENTRANCES AND ACCESS ROADS IN LOCATIONS SHOWN IN ACCORDANCE WITH
STATE STANDARDS AND WITH MINIMAL DISTURBANCE TO SURROUNDING VEGETATION AND TREES.
CONTRACTOR SHALL RECEIVE PRIOR APPROVAL FROM ENGINEER BEFORE TREE REMOVAL FOR ACCESS
ROAD CONSTRUCTION. WITHIN 30 DAYS AFTER CONSTRUCTION IS COMPLETED FOR WHICH ACCESS ROAD
IS USED, AND UNLESS OTHERWISE APPROVED, CONTRACTOR SHALL REMOVE ALL REMNANTS OF THE
ACCESS ROADS AND RETURN AREA TO AS GOOD AS OR BETTER CONDITION. ADDITIONAL EROSION
CONTROL MEASURES MAY BE NECESSARY BASED ON SITE CONDITIONS AND CONTRACTOR'S PRACTICES,
AS DIRECTED BY THE ENGINEER.
3. ALL DITCH LINES DISTURBED DURING CONSTRUCTION SHALL BE STABILIZED BY THE CONTRACTOR. ON
ALL NEW OR UNDISTURBED, UNPAVED DITCHES WITH A GRADE GREATER THAN 4 %. INSTALL A TEMPORARY
DITCH LINER OF FIBERGLASS ROVING ON THE DITCH BOTTOM AND SIDE SLOPES.
4. PROVIDE SILT FENCE ADJACENT TO DITCHES AND AT THE TOE OF FILL SLOPES. ALSO PROVIDE
ADEQUATE MEASURES IN AREAS WHERE NATURAL VEGETATION DOES NOT PROVIDE A SUFFICIENT BUFFER
AND AS DIRECTED BY THE ENGINEER. WHERE SILT FENCE AND TREE PROTECTION CONFLICT, STOP SILT
FENCE AT TREE PROTECTION.
5. PROVIDE INLET SEDIMENT FILTER AT ALL NEW STORM INLETS. INLET PROTECTION MAY BE REQUIRED AT
EXISTING INLETS IN THE EVENT SEDIMENT WILL RUN DOWNSTREAM TO AN EXISTING INLET.
6. PROVIDE TEMPORARY ROCK SILT CHECK DAMS AT EACH STORM OUTFALL DITCH, AS SHOWN ON THE
PLANS, AND AS DIRECTED BY THE ENGINEER.
7. GRUBBING SHALL BE PERFORMED DURING PREDICTED PERIODS OF DRY WEATHER.
8. SILT FENCE SHALL BE INSTALLED WITHIN 24 HOURS OF GRUBBING.
9. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLE OR SITE ONTO PUBLIC
ROADWAY OR INTO STORM DRAIN MUST BE REMOVED.
10. PRIOR TO COMMENCING LAND DISTURBANCE ACTIVITY. THE LIMITS OF LAND DISTURBANCE SHALL BE
CLEARLY AND ACCURATELY DEMARCATED WITH STAKES, FENCING, OR OTHER APPROPRIATE MEANS. THE
LOCATION AND EXTENT OF ALL AUTHORIZED LAND DISTURBANCE ACTIVITY SHALL BE DEMARCATED FOR
THE DURATION OF THE CONSTRUCTION ACTIVITY. NO LAND DISTURBANCE SHALL OCCUR OUTSIDE THE
APPROVED LIMITS INDICATED ON THE APPROVED PLANS.
11. THE CONSTRUCTION OF THE SITE WILL COMMENCE WITH INSTALLATION OF EROSION CONTROL MEASURES
SUFFICIENT TO CONTROL SEDIMENT DEPOSITS AND EROSION. ALL SEDIMENT CONTROL WILL BE
MAINTAINED UNTIL ALL UPSTREAM GROUND WITHIN THE CONSTRUCTION AREA HAS BEEN COMPLETELY
STABILIZED WITH PERMANENT VEGETATION.
12. THE CONTRACTOR SHALL REMOVE ACCUMULATED SILT WHEN THE SILT IS APPROXIMATELY 12" DEEP.
13. A COPY OF THE APPROVED LAND DISTURBANCE PLAN AND PERMIT SHALL BE PRESENT ON THE SITE
WHENEVER LAND DISTURBANCE ACTIVITY IS IN PROGRESS.
14. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED DAILY BY THE CONTRACTOR AND
ANY DEFICIENCIES NOTED WILL BE CORRECTED BY THE END OF EACH DAY. ADDITIONAL EROSION AND
SEDIMENT CONTROL MEASURES WILL BE INSTALLED IF DEEMED NECESSARY BY ON -SITE INSPECTION.
15. ACCUMULATED SEDIMENT IS TO BE CLEANED FORM THE UPSTREAM SIDE OF IN STREAM CHECK DAMS AT
THE END OF EACH WORK DAY. SPOIL /WASTE MATERIAL MAY BE MIXED WITH OTHER ON -SITE SOILS TO
BE PLACES IN FILL AREAS. MAINTAINING COMPACTION REQUIREMENTS.
16, ON -SITE STOCKPILING OF SOIL IS ALLOWED WITHIN THE LIMITS OF DISTURBANCE SUBJECT TO PLACING
APPROPRIATE EROSION CONTROL DEVICES TO PREVENT SOIL LOSS DURING RAIN EVENTS. LOCATIONS
SHALL BE PRE - APPROVED BY THE INSPECTOR /ENGINEER.
17. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL EROSION CONTROL MEASURES INSTALLED FOR THE
FULL DURATION OF THIS CONTRACT.
18. MAINTAIN RECORDS OF ALL ACTIVITIES ASSOCIATED WITH SEDIMENT AND EROSION CONTROL MAINTENANCE
AND INSPECTIONS INCLUDING WEEKLY, DAILY AND AFTER RAIN INSPECTION REPORTS.
19. EXISTING EROSION CONTROL MEASURES WITHIN THE CONSTRUCTION LIMITS SHALL BE MAINTAINED
THROUGHOUT THE DURATION OF THE PROJECT.
20. ADDITIONAL ESC MEASURES WILL BE IMPLEMENTED IF THE EXISTING MEASURES ARE NOT PERFORMING
ADEQUATELY TO MEET STATE AND FEDERAL REGULATIONS AS DICTATED BY FIELD CONDITIONS. CHANGES
TO THE ESC PLAN WILL BE DOCUMENTED AND SHOWN ON THE CONSTRUCTION DRAWINGS. A SET OF
CONSTRUCTION DRAWINGS MUST BE ON SITE AT ALL TIMES AND MADE AVAILABLE TO THE ENGINEER
UPON REQUEST.
21. DISTURBED AREA = 17.0 ACRES
22. PROVIDE NOTIFICATION TO ALL AFFECTED PROPERTY OWNERS PRIOR TO CONSTRUCTION AS APPLICABLE.
23. TEMPORARY DIVERSION DITCHES MUST BE STABILIZED IMMEDIATELY AFTER INSTALLATION WITH VEGETATION
AND A SYNTHETIC LINER . SEE SEEDING SPECIFICATION (THIS SHEET) AND PROVIDE TURF
REINFORCEMENT MAT PER ECTC TYPE 5.A AND 5.B.
24. ANY OFF -SITE BORROW OR WASTE REQUIRED FOR THIS PROJECT MUST COME FROM AN APPROVED
EROSION CONTROL PLAN SITE REGULATED UNDER THE MINING ACT OF 1971 OR A LANDFILL REGULATED
BY THE DIVISION OF SOLID WASTE MANAGEMENT. DEBRIS FROM DEMOLITION ACTIVITIES SHOULD BE
DISPOSED OF AT AN APPROVED FACILITY.
25. BASED ON FIELD CONDITIONS CONTRACTOR SHALL STOCKPILE UP GRADIENT OF THE EXCAVATED TRENCH.
26. EFFECTIVE OCTOBER 1, 2010. PERSONS RESPONSIBLE FOR LAND DISTURBING ACTIVITIES MUST INSPECT
THE SEDIMENT AND EROSION CONTROL MEASURES ON A PROJECT AFTER EACH PHASE OF THE PROJECT
TO MAKE SURE THAT THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED.
SELF - INSPECTION REPORTS ARE REQUIRED. A SAMPLE SELF - INSPECTION REPORT, AS WELL AS DETAILS
OF THE SELF - INSPECTION PROGRAM, CAN BE FOUND ON THE LAND QUALITY WEB SITE:
http, / /Dorta I.ncdenr.or(3/web /ir /erosion.
AS A MINIMUM, THE INSPECTIONS SHALL BE PERFORMED AFTER EACH OF THE FOLLOWING PHASES
OF A PLAN:
1. INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROL MEASURES.
2. INSTALLATION OF SEDIMENT TRAPS /BASINS.
3. CLEARING AND GRUBBING OF EXISTING GROUND COVER.
4. COMPLETION OF ANY PHASE OF GRADING THAT REQUIRES PROVISION OF STABILIZATION.
5. INSTALLATION OF MEASURES DURING ANY PHASE OF THE PROJECT.
6. COMPLETION OF CONSTRUCTION DEVELOPMENT.
7. INSTALLATION OF STORMWATER RETENTION MEASURES.
B. QUARTERLY UNTIL THE ESTABLISHMENT OF PERMANENT GROUND COVER IS FULL
ESTABLISHED.
PLEASE NOTE THESE INSPECTIONS REQUIREMENTS ARE IN ADDITION TO NPDES INSPECTION
REQUIREMENTS.
H�2
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F -0116
440 S. Church SL, Suite 1000
Charlotte, NC 26202 -2075
704.338.6700
ISSUE DATE DESCRIPTION
CONSTRUCTION SEQUENCE
1. CALL JAMES MOORE WITH NCDENR AT (704) 235 -2138 PRIOR TO CONSTRUCTION TO
ADVISE ON START DATE AND SCHEDULE A PRECONSTRUCTION MEETING.
2. PRIOR TO COMMENCING ANY LAND DISTURBANCE ACTIVITY, CLEARLY AND ACCURATELY
DEMARCATE THE LIMITS OF THE LAND DISTURBANCE WITH STAKES, RIBBONS, OR OTHER
APPROPRIATE MEANS,
3. DEMARCATE THE LOCATION AND EXTENT OF ALL AUTHORIZED LAND DISTURBANCE
ACTIVITY FOR THE DURATION OF THE CONSTRUCTION ACTIVITY. NO LAND DISTURBANCE
MAY OCCUR OUTSIDE THE APPROVED LIMITS INDICATED ON THE APPROVED PLANS.
4. INSTALL ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES PRIOR TO ANY
LAND DISTURBANCE.
5. ALL SEDIMENT AND EROSION CONTROL DEVICES MUST MEET NCDENR REQUIREMENTS AND
BE MAINTAINED FOR THE FULL DURATION OF THE CONTRACT.
6. CLEAN OUT ALL SEDIMENT AND EROSION CONTROL DEVICES WHEN THEY REACH 1/3
FULL.
7. INSTALL SILT FENCES AND OTHER CONTROL DEVICES TO CONTROL SOIL EROSION DURING
CONSTRUCTION.
8. ALL EROSION CONTROL DEVICES MUST BE PROPERLY MAINTAINED DURING ALL PHASES
OF CONSTRUCTION UNTIL THE COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL
DISTURBED AREAS HAVE BEEN STABILIZED.
9. ADDITIONAL CONTROL DEVICES MAY BE REQUIRED DURING CONSTRUCTION IN ORDER TO
CONTROL EROSION AND /OR OFFSITE SEDIMENTATION.
10. PROVIDE STABILIZATION IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES
HAVE PERMANENTLY OR TEMPORARILY CEASED. THESE MEASURES SHALL BE IN PLACE
NO LATER THAN 7 DAYS AFTER THE WORK HAS CEASED.
11. CLEAN, GRADE AND STABILIZE ALL DISTURBED AREAS WITH GRASSING AS SOON AS
PRACTICABLE BUT NO LATER THAN 7 DAYS AFTER THE UTILITY INSTALLATION.
12. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES AND MEASURES
UPON COMPLETION OF THE PROJECT AND APPROVAL FROM THE OWNER.
TABLE 1
NC DENR Stabilization Timeframes'
Site Area Description Stabilization Timeframe Exceptions
Perimeter Dikes, swales, ditches and slopes
7 days
None
High Quality Water (HQW) Zones
7 days
None
Slopes Steeper than 3:1
7 days
tf slopes are 10' or less in length and are not
steeper than 2:1, 14 days are allowed
Slopes 3:1 or Flatter
14 days
7 days for slopes greater than 50' in length
All other areas with slopes flatter than 4:1
14 days
None, except for perimeters and HQW zones
"Extensions of time may be appmred by permititng authority based on weather or other site- speciifc conditions that make
compliance impracticable." (Section II.13(2)(b))
TABLE 2
NC DENR Building Wastes Handling
No paint or liquid wastes in stream or storm drains
Dedicated areas for demolition, construction and other wastes must be located 50' from storm drains
and streams unless no reasonable alternatives available.
Earthen - material stockpiles must be located 50' from storm drains and streams unless no reasonable
alternatives available.
Concrete materials must be controlled to avoid contact with surface waters, wetlands, or buffers.
PROJECT MANAGER M. SHULTZ. PE
PROJECT NUMBER ID00231- 228631 -018
PRELIMINARY
NOT FOR
CONSTRUCTION
OR RECORDING
EROSION MAINTENANCE REQUIREMENTS
A.TEMPORARY DIVERSIONS:
A.1. INSPECT WEEKLY AND, AFTER EVERY RAINFALL, REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION
RIDGES. ALSO CHECK AND MAINTAIN OUTLETS.
A.2. WHEN THE PROTECTED AREA IS PERMANENTLY STABILIZED, REMOVE THE RIDGES AND THE CHANNEL TO BLEND WITH
THE NATURAL GROUND LEVEL AND APPROPRIATELY STABILIZE SITE.
B.SEDIMENT FENCE (SILT FENCE):
B.I. INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS
IMMEDIATELY.
B.2. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE IT
PROMPTLY.
B.3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO
REDUCE PRESSURE ON THE FENCE.
B.4. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEAN OUT.
B.5. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE. STABILIZE IT
AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
C.CHECK DAM:
C.1. INSPECT CHECK DAMS AND CHANNELS FOR DAMAGE AFTER EACH RUNOFF EVENT.
C.2. ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND EROSION FROM HIGH FLOWS AROUND THE
EDGES OF THE DAM. CORRECT ALL DAMAGE IMMEDIATELY. IF SIGNIFICANT EROSION OCCURS BETWEEN DAMS,
INSTALL A PROTECTIVE RIPRAP LINER IN THAT PORTION OF THE CHANNEL.
C.3. REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE TO CHANNEL VEGETATION,
ALLOW THE CHANNEL TO DRAIN THROUGH THE STONE CHECK DAM AND PREVENT LARGE FLOWS FROM CARRYING
SEDIMENT OVER THE DAM. ADD STONES TO DAMS AS NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION.
D.TEMPORARY GRAVEL CONSTRUCTION ENTRANCE /EXIT:
D.1. MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE.
THIS MAY REQUIRE PERIODIC TOP DRESSING WITH 2 -INCH STONE. AFTER EACH RAINFALL, INSPECT ANY STRUCTURE
USED TO TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS
SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS.
E.ROCK OUTLET PROTECTION:
E.1. INSPECT STONE ARRANGEMENT WEEKLY AND AFTER EVERY RAINFALL EVENT.
E.2. MAINTAIN SPECIFIED DIMENSIONS AND REMOVE SEDIMENT BUILDUP WHEN THE SEDIMENT LEVEL IS % THE HEIGHT OF
THE ROCKS.
F. SEEDING:
F.1. SEED QUALITY: FRESH, CLEAN, NEW -CROP SEED LABELED IN ACCORDANCE WITH U.S. DEPARTMENT OF AGRICULTURE
RULES AND REGULATIONS UNDER FEDERAL SEED ACT IN EFFECT ON DATE OF BIDDING. PROVIDE SEED OF SPECIES,
PROPORTIONS, AND MINIMUM PERCENTAGES OF PURITY, GERMINATION AND MAXIMUM PERCENTAGE OF WEED SEED AS
SPECIFIED. APPROVAL OF ALL SEED FOR USE SHALL BE BASED ON THE ACCUMULATIVE TOTAL OF PUS SPECIFIED
FOR EACH PHASE OF WORK.
F.2. SEED MIXTURE: A GRASS COVER SHALL BE PROVIDED WITHIN 7 CALENDAR DAYS AFTER GRADING IN ALL DISTURBED
AREAS THAT WILL HAVE PERMANENT GRASS COVER. PROVIDE FRESH, CLEAN, NEW CROP SEED LABELED IN ACCORD
WITH U.S. DEPARTMENT OF AGRICULTURE RULES AND REGULATIONS UNDER FEDERAL SEED ACT IN EFFECT ON DATE
OF BIDDING. PROVIDE SEED OF GRASS SPECIES OR MIXTURES AND SEED RATES SUITABLE TO SEASON OF YEAR.
MURRAY BASIN
SANITARY SEWER PROJECT
HICKORY
EROSION CONTROL NOTES
0 1• 2• FILENAME 104C.12.dwg
SCALE I AS NOTED
SHEET
04C -12

ATTACHMENT A
PRELIMINARY JURISDICTIONAL DETERMINATION FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PRELIMINARY JURISDICTIONAL
DETERMINATION (JD): January 16, 2015
B. NAME AND ADDRESS OF PERSON REQUESTING PRELIMINARY JD:
Eric Mularski, PWS - 440 South Church Street Suite 1000, Charlotte, NC 28202
on behalf of the City of Hickory
C. DISTRICT OFFICE, FILE NAME, AND NUMBER:
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION:
Begins near Webb A Murray Elem School in Hickory and end near the Clarks Creek Crossing of 1-40 west of Exit 128
(USE THE ATTACHED TABLE TO DOCUMENT MULTIPLE WATERBODIES AT DIFFERENT
SITES)
State NC County /parish /borough Catawba City Hickory
Center coordinates of site (lat/long in degree decimal format)
Lat 35 723481 °N, Long -81257160 OW
Universal Transverse Mercator
Name of nearest waterbody Herman Branch, Miller Branch, Lyle Creek, and Clarks Creek
Identify (estimate) amount of waters in the review area
Non - wetland waters
1,100 linear feet varies width (ft) and /or acres
Cowardin Class R3UB1 /R3UB2 /R4UB2
Stream Flow Intermittent and Perennial - See attached table
Wetlands 0 acres
Cowardin Class N/A
Name of any water bodies on the site that have been identified as Section 10
waters
Tidal N/A
Non -Tidal None

E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT
APPLY):
❑ Office (Desk) Determination Date
❑✓ Field Determination Date(s) July 2014
SUPPORTING DATA. Data reviewed for preliminary JD
(check all that apply - checked items should be included in case file and,
where checked and requested, appropriately reference sources below):
❑✓ Maps, plans, plots or plat submitted by or on behalf of the
applicant/consultant HDR for City of Hickory
❑✓ Data sheets prepared /submitted by or on behalf of the
applicant/consultant
❑Office concurs with data sheets /delineation report
❑ Office does not concur with data sheets /delineation report
❑ Data sheets prepared by the Corps
❑ Corps navigable waters' study
❑ U S Geological Survey Hydrologic Atlas
❑ USGS NHD data
❑ USGS 8 and 12 digit HUC maps
❑✓
U S Geological Survey map(s) Cite scale & quad name Hickory/Newton
❑✓ USDA Natural Resources Conservation Service Soil Survey
Citation Catawba County
❑ National wetlands inventory map(s) Cite name
❑ State /Local wetland inventory map(s)
❑ FEMA/FIRM maps
❑ 100 -year Floodplain Elevation is
(National Geodectic Vertical Datum of 1929)
❑✓ Photographs ❑ Aerial (Name & Date) or
❑✓ Other (Name & Date) See Attached
❑ Previous determination(s) File no and date of response letter
❑ Other information (please specify)
2

This preliminary JD finds that there "maybe" waters of the United States on the
subject project site, and identifies all aquatic features on the site that could be
affected by the proposed activity, based on the following information
IMPORTANT NOTE: The information recorded on this form has not
necessarily been verified by the Corps and should not be relied upon for
later jurisdictional determinations.
Signature and date of
Regulatory Project Manager
(REQUIRED)
4
Si nature and date of
person requesting preliminary JD
(REQUIRED, unless obtaining
the signature is impracticable)
*.LACO
k RIC
9�►AL MVP

Murray Basin Sanitary Sewer Project
Jurisdictional Resources
Estimated
amount
Cowardin
of aquatic
Class of
Site Name`
Latitude
Longitude
Classification
Classification
resource=
Aquatic
in the
Resource
review
area
S1
RPW
300
non section
(Herman
35 727
-81 247
(perennial)
R3UB1
linear feet
10 — non -
Branch)
tidal
S2
RPW
Ofeet
non section
(Lyle Creek)
35 724
-81 257
(perennial)
R3UB1
linear
10 — non -
tidal
S3
RPW
200
non section
(UT to Lyle
35 723
-81 258
(perennial)
R3UB1
linear feet
10 — non-
)
S4
RPW
100
non section
(UT to Miller
35 715
-81 274
R3U6 1
10 — non-
Branch)
(perennial)
linear feet
tidal
S5
tt
O
non section
(UT to Miller
35 717
-81 272
R4UB2
10 — non -
Branch )
(intermittent)
linear
tidal
S6
RPW
100
non section
(UT to Miller
35 713
-81 274
(perennial)
R3UB2
linear feet
10 — non -
Branch)
tidal
S7
O
non section
(UT to Miller
35 711
-81 273
(intermittent)
nt)
R4U62
linear
10 — non -
Branch )
tidal
`
Ofeet
non section
(Clark Creek)
35 708
-81 273
(perennial)
R3UB1
linear
10 — non -
tidal

NC DWQ Stream Identification Form Version 4.11 61 - 4-IIAr400 , RZA04L 1
Date -1 A`q
Project/Site welN
Latitude-
Evaluator �7(z�
County. 0*4A9W
Longitude
'
Total Points.
Stream is at least intermittent
Stream Determination (circle one
Ephemeral Intermittent erennia
Other
e g Quad Name NfAvtaw
if z 19 or perennial if Z 30`
2 Sinuosity of channel along thalweg
0
A Geomorphology ( Subtotal = q )
Absent
Weak
Moderate
Strong
18 Continuity of channel bed and bank
0
1
2
3
2 Sinuosity of channel along thalweg
0
1
®
3
3 In- channel structure ex nffle -pool, step -pool,
ripple-pool sequence
0
1
®
3
4 Particle size of stream substrate
0
1
0
3
5 Active/relict floodplain
0
Yes
2
3
6 Depositional bars or benches
0
1
0
3
7 Recent alluvial deposits
0
1
15
3
8 Headcuts
0
1
2
3
9 Grade control
0
05
1 5
10 Natural valley
0
05
1
1 5
11 Second or greater order channel
No = 0
Yes 3
a artificial ditches are not rated, see discussions in manual
B Hvdrologv (Subtotal = Q )
12 Presence of Baseflow
0
1
2
4S
13 Iron oxidizing bacteria
(2>
1
2
3
14 Leaf litter
1
05
0
15 Sediment on plants or debris
0
KD
1
15
16 Organic debris lines or piles
0
05
0
15
17 Sod -based evidence of high water table?
No = 0
Yes
C Btoloqv (Subtotal = q,6 )
18 Fibrous roots in streambed
2
1
0
19 Rooted upland plants in streambed
2
1
0
20 Macrobenthos (note diversity and abundance)
0
1
3
21 Aquatic Mollusks
db
1
2
3
22 Fish
0
1
15
23 Crayfish
0
CID
1
15
24 Amphibians
0
®
1
15
25 Algae
05
1
1 5
26 Wetland plants in streambed
FACW = 0 75, OBL = 1 5 Other
'perennial streams may also be identified using other methods See p 35 of manual
Notes H,c,,si, A
{
e i,sf
tF'<t
e
Sketch
�
-
1

NC DWO Stream Identification Form Version 4.11 Sa • LtiL;& Olzw F x
Date -16114
ProjecVSite K4L9
Latitude ­ss.
Evaluator `dc- s"
County 1. um(A
Longitude . $) aS—+
Total Points.
Stream Determination (circle one)
Other {44tr IL4
Stream is at least intermittent 2A
Ephemeral Intermitten
e g Quad Name
if z 19 or perennial if z 30"
05
3
A Geomorphology Subtotal =_B
Absent
Weak
Moderate
Strong
18 Continuity of channel bed and bank
0
1
2
3
2 Sinuosity of channel along thalweg
0
1
05
3
3 In- channel structure ex riffle -pool, step -pool,
ripple-pool se uence
0
1
1
3
4 Particle size of stream substrate
0
1
3
5 Active/relict floodplain
0
Yes =
2
3
6 Depositional bars or benches
0
1
3
7 Recent alluvial deposits
0
1
a
3
8 Headcuts
1
2
3
9 Grade control
0
05
1 5
10 Natural valley
0
05
�,typ.►nai.t
1 5
11 Second or greater order channel
No = 0
Yes
"artificial ditches are not rated, see discussions in manual
B Hvdroloav (Subtotal = Cl )
12 Presence of Baseflow
0
1
2
t2
13 Iron oxidrzing bacteria
1
2
3
14 Leaf litter
0
1
05
0
15 Sediment on plants or debris
0
1
1
1 5
16 Organic debris lines or piles
0
05
1 5
17 Soil -based evidence of high water table?
No = 0
Yes =
C Bloloav (Subtotal =
18 Fibrous roots in streambed
2
1
0
19 Rooted upland plants in streambed
2
1
0
20 Macrobenthos (note diversity and abundance)
0
1
3
21 Aquatic Mollusks
1
2
3
22 Fish
0
05
1 5
23 Crayfish
0
05
15
24 Amphibians
0
05
1 5
25 Algae
05
1
15
26 Wetland plants in streambed
FACW = 0 75, OBI = 1 5 Other
'perennial streams may also be identified using other methods See p 35 of manual
Notes ptLGr>k6
(mac
Sketch Cow
S
>a
�,typ.►nai.t

NC DWQ Stream Identification Form Version 4.11 53- ".t". n Yr4t;w� r, o "Ls
Date -1 �0 w
Project/Site %6K
Latitude 3S 1aS
Evaluator fx4e_ ' k Qw
County 0_4""
Longitude _$ a6b
Total Points
Stream is at least intermittent 24
Stream Determination (circle one)
Ephemeral Intermittent n a
Other A'� -'
e g Quad Name C�ri�Vollk
if;? 19 or perennial ifs 30'
2 Sinuosity of channel along thalweg
0
A Geomorphology Subtotal = l 6 . ru )
Absent
Weak
Moderate
Strong
18 Continuity of channel bed and bank
0
1
2
3
2 Sinuosity of channel along thalweg
0
1
05
3
3 In- channel structure ex riffle -pool, step -pool,
ripple-pool sequence
0
1
1
3
4 Particle size of stream substrate
0
1
1
3
5 Active/relict floodplain
0
1
2
3
6 Depositional bars or benches
0
05
2
3
7 Recent alluvial deposits
0
0
2
3
8 Headcuts
0
1
42)
3
9 Grade control
0
15
1
15
10 Natural valley
0
05
Notes M RVTS SkAaS'AfZ.:rC44J& re 601416.. t-F
1 5
11 Second or greater order channel
No go
Yes = 3
a artificial ditches are not rated, see discussions in manual
B Hydrology (Subtotal = �)
12 Presence of Baseflow
0
1
(Z
3
13 Iron oxidizing bacteria
M
1
2
3
14 Leaf litter
15
20 Macrobenthos (note diversity and abundance)
05
0
15 Sediment on plants or debris
0
3
1
1 5
16 Organic debris lines or piles
0
1
1 5
17 Sod -based evidence of high water table?
No = 0
Yes 3
C Biology (Subtotal
18 Fibrous roots in streambed
3
1
0
19 Rooted upland plants in streambed
clt>
2
1
0
20 Macrobenthos (note diversity and abundance)
0
1
3
21 Aquatic Mollusks
CO>
1
2
3
22 Fish
05
1
1 5
23 Crayfish
05
1
1 5
24 Amphibians
0
05
1
25 Algae
&7
05
1
15
26 Wetland plants in streambed
FACW = 0 75, OBL = 1 5 Other = 0
'perennial streams may also be identified using other methods See p 35 of manual
Notes M RVTS SkAaS'AfZ.:rC44J& re 601416.. t-F
gLoWtit -
Sketch LV

NC DWQ Stream Identification Form Version 4.11
S - 'CRAn 't'v tJ,--fA- FZVP t
Date 4&
Project/Site fit
Latitude. 35 ItS
Evaluator � � �
County P.\.dA
Longitude _ 8t , 1-71
Total Points.
Stream Determination (ci
Other
Stream is at least intermittent ��
Ephemeral Intermitte erenrnal
e g Quad Name. CAOiAl �Pt
if > 19 or perennial if 2:30*
05
3
A Geomorphology ( Subtotal =
Absent
Weak
Moderate
Strong
1' Continuity of channel bed and bank
0
1
2
0
2 Sinuosity of channel along thalweg
0
1
05
3
3 In- channel structure ex nffle -pool, step -pool,
n le ool sequence
0
1
1
3
4 Partlde size of stream substrate
0
1
1
3
5 Active /relict floodplam
0
1
2
3
6 Depositional bars or benches
0
1
2
3
7 Recent alluvial deposits
0
1
2
3
8 Headcuts
0
24 Amphibians
2
3
9 Grade control
0
05
15
15
10 Natural valley
0
05
CID
15
11 Second or greater order channel
No = 0
Yes
° artificial ditches are not rated see discussions in manual
B Hydroloqy (Subtotal= as )
12 Presence of Baseflow
0
1
2
13 Iron oxidizing bacteria
0
1
2
3
14 Leaf litter
1 5
1
05
0
15 Sediment on plants or debris
0
a>
1
15
16 Organic debris lines or piles
0
1
15
17 Sod -based evidence of high water table?
No =0
Yes = 3
C Biology (Subtotal =
18 Fibrous roots in streambed
2
1
0
19 Rooted upland plants in streambed
2
1
0
20 Macrobenthos (note diversity and abundance)
0
a>
2
3
21 Aquatic Mollusks
1
2
3
22 Fish
0
1
1 5
23 Crayfish
0
1
15
24 Amphibians
0
05
15
25 Algae
0>
05
1
15
26 Wetland plants in streambed
FACW = 0 75, OBL = 1 5
Other =
"perennial streams may also be identified using other methods See p 35 of manual
Notes LX-AU-"UM 4Ta or- Ibmw
Sketch

NC DWO Stream Identification Form Version 4.11 S5 - Nt -r&, rk,waF t +tom" w tt
Date
o
Project/Site
Latitude
Evaluator fAL4.
County 0411*414*
Longitude _ Ni gig
Total Points
Stream Deterrn1u circle one)
Other C40i, 40M
Stream is at least Intermittent /,�/ )r�
Ephemeral n rrrtitte Perennial
e g Quad Name
if a 19 or erenrnal if a 30' (/Y
3
3 In- channel structure ex nffle -pool, step -pool,
ripple-pool sequence
A Geomorphology (Subtotal =_I/ )
Absent
Weak
Moderate
Strong
1a Continuity of channel bed and bank
0
1
2
3
2 Sinuosity of channel along thalweg
0
1
2
3
3 In- channel structure ex nffle -pool, step -pool,
ripple-pool sequence
0
0
2
3
4 Particle size of stream substrate
0
1
m
3
5 Activelrelict floodplain
&
1
2
3
6 Depositional bars or benches
0
05
2
3
7 Recent alluvial deposits
0
2
3
8 Headcuts
0
1
2
05
9 Grade control
0
9
1
15
10 Natural valley
0
05
CD
15
11 Second or greater order channel
No 0
Yes = 3
"artificial ditches are not rated, see discussions in manual
B Hvdroloav (Subtotal = 3 1
12 Presence of Baseflow
0
©
2
3
13 Iron oxidizing bacteria
cff%
1
2
3
14 Leaf litter
15
1
05
0
15 Sediment on plants or debris
0
3
1
15
16 Organic debris lines or piles
0
2
1
15
17 Soil -based evidence of high water table?
No
Yes = 3
C Bloloav (Subtotal = 4 1
18 Fibrous roots in streambed
3
1
0
19 Rooted upland plants in streambed
3
1
0
20 Macrobenthos (note diversity and abundance)
1
2
3
21 Aquatic Mollusks
1
2
3
22 Fish
05
1
1 5
23 Crayfish
05
1
1 5
24 Amphibians
05
1
1 5
25 Algae
00
05
1
1 5
26 Wetland plants in streambed
FACW = 0 75, OBL = 1 5
Other = 0
'perennial streams may also be identrfled using other methods See p 35 of manual
Notes F,ut'
Sketch
S5

NC DWO Stream Identification Form Version 4.11
Date
1
Project/Site &%µ
Latitude 5 -)1
Evaluator M
County- O*r"gk
Longitude a1�
Total Points.
Stream is at least intermittent
Stream Determination (circie ne)
Ephemeral intermltten nn a
Other
Quad Name' c4orr"r-O,
�r1
if Z 19 or perennial if 2:30* C
0
e g
A Geomorphology Subtotal = 11 1
Absent
Weak
Moderate
Strong
1 a Continuity of channel bed and bank
0
1
2
3
2 Sinuosity of channel along thalweg
0
1
05
3
3 In- channel structure ex nffle -pool, step -pool,
ripple-pool sequence
0
T5
2
3
4 Particle size of stream substrate
0
2
2
3
5 Active/relict floodplain
0
Yes
2
3
6 Depositional bars or benches
0
1
2
1
7 Recent alluvial deposits
0
1
C
3
8 Headcuts
1 5
1
2
3
9 Grade control
0
1 5
1
1 5
10 Natural valley
0
1 1
1 5
11 Second or greater order channel
No = 0
Yes -0
a artificial ditches are not rated, see discussions in manual
B Hvdroloav (Subtotal = 'T S )
12 Presence of Baseflow
0
1
C
3
13 Iron oxidizing bacteria
19 Rooted upland plants in streambed
1
2
3
14 Leaf litter
1 5
20 Macrobenthos (note diversity and abundance)
05
0
15 Sediment on plants or debns
0
T5
21 Aquatic Mollusks
1 5
16 Organic debris lines or piles
0
2
1
15
17 Sod -based evidence of high water table?
No = 0
Yes
C Bloloav (Subtotal= 1, S 1
18 Fibrous roots in streambed
3
1
0
19 Rooted upland plants in streambed
2
1
0
20 Macrobenthos (note diversity and abundance)
0
1
2
3
21 Aquatic Mollusks
1
2
3
22 Fish
0
0 5
1
1 5
23 Crayfish
05
1
1 5
24 Amphibians
0
05
1 5
25 Algae
05
1
1 5
26 Wetland plants in streambed
FACW = 0 75, OBL = 1 5
Other 0
'perennial streams may also be identified using other methods See p 35 of manual
Notes ,..t [ F S
Sketch uT -M ►Ao. A-A— iea►a�rE
JA+.,vJFif N1vA�cpk:.

NC DWO Stream Identification Form Version 4.11
5-�— U-T Mi'.4.V)sL- t l
Date 7616
Project/Site KA" 6k-%A
Latitude Bi111
Evaluator fiV_hr__
County
Longitude dii i13
Total Points
Stream Deteryotma,(clrcle one)
Other t!.AsA�vt
Stream is at least intermittent
Ephemeral nn er mitte Perennial
e g Quad Name
if z 19 or perennial if z 30'
2
3
A Geomorphology Subtotal =�_)
Absent
Weak
Moderate
Strong
1 a Continuity of channel bed and bank
0
1
2
3
2 Sinuosity of channel along thalweg
0
0>
2
3
3 In- channel structure ex riffle -pool, step -pool,
ripple-pool se uence
0
a
2
3
4 Partide size of stream substrate
0
0
2
3
5 Activelrelict floodplain
0>
1
2
3
6 Depositional bars or benches
0
1
2
3
7 Recent alluvial deposits
0
05
2
3
8 Headcuts
0
2
3
9 Grade control
0
05
25 Algae
15
10 Natural valley
0
0 5
1
15
11 Second or greater order channel
No
Yes = 3
° artificial ditches are not rated, see discussions in manual
B Hvdroloov (Subtotal = 6.S )
12 Presence of Baseflow
0
1
2
3
13 Iron oxidizing bacteria
0
1
2
3
14 Leaf litter
5
1
05
0
15 Sediment on plants or debris
0
1
15
16 Organic debris lines or piles
0
db
1
15
17 Sod -based evidence of high water table?
No = 0
Yes
C Bloloav (Subtotal = R )
18 Fibrous roots in streambed
2
1
0
19 Rooted upland plants in streambed
CD
2
1
0
20 Macrobenthos (note diversity and abundance)
0
2
3
21 Aquatic Mollusks
db
1
2
3
22 Fish
0
1
1 5
23 Crayfish
C>
05
1
1 5
24 Amphibians
0
05
15
25 Algae
05
1
1 5
26 Wetland plants in streambed
FACW = 0 75, OBI = 1 5
Other
'perennial streams may also be identified using other methods Seep 35 of manual
Notes >!iat ilt kis
A-Z
'A
Sketch
I pAtr�c�4a. �i�
f �r Ym F+4�S,� t31zo4�.c'tt

NC DWQ Stream Identification Form Version 4.11 SL - it. � Cl '"L
Date -1610
`
ProjectlSite Ck%q
Latitude, '65, ICS
Evaluator i,4- Vk14 9 _A
County l ��c
Longitude 'N,�13
Total Points:
Stream is at least intermittent
Stream Determination (circ1q_oMQ
Other "(S.0�
if? 19 or perennial if z 30"
Ephemeral Intermittent ennial
e g Quad Name
A Geomorphology ( Subtotal = �A)
Absent
Weak
Moderate
Strong
18 Continuity of channel bed and bank
0
1
2
3
2 Sinuosity of channel along thalweg
0
1
05
3
3 In- channel structure ex nffle -pool, step -pool,
ripple-pool sequence
0
1
©
3
4 Particle size of stream substrate
0
1
3
3
5 Active /relict floodplain
0
M
2
3
6 Depositional bars or benches
0
1
2
1
7 Recent alluvial deposits
0
1
2>
3
8 Headcuts
0
1
2
3
9 Grade control
0
0
1
15
10 Natural valley
0
05
1
5
11 Second or greater order channel
No = 0
Yes
° artificial ditches are not rated, see discussions in manual
B Hvdroloav (Subtotal =
12 Presence of Baseflow
0
1
2
Q
13 Iron oxidizing bacteria
19 Rooted upland plants in streambed
1
2
3
14 Leaf litter
15
C>
05
0
15 Sediment on plants or debris
0
3
1
15
16 Organic debris lines or piles
0
0 5
3
15
17 Sod -based evidence of high water table?
No = 0
Yes
C Bioloav (Subtotal = 11,15 )
18 Fibrous roots in streambed
<t>
2
1
0
19 Rooted upland plants in streambed
2
1
0
20 Macrobenthos (note diversity and abundance)
0
1
3
21 Aquatic Mollusks
0
2
3
22 Fish
0
05
Q
1 5
23 Crayfish
0
1
1 5
24 Amphibians
0
05
15
25 Algae
05
1
1 5
26 Wetland plants in streambed
FACW = 0 75, OSL = 1 5 Other
'perennial streams may also be identified using other methods Seep 35 of manual
Notes
6'Wr/A t
AzirA*S
Sketch 1 r,�,....
tit
C4ArLu�. CRk�l�
--�-

USACE AiD# DWQ # Site # `)l (indicate on attached map) I
;,o,; STREAM QUALITY ASSESSMENT WORKSHEET �, r
Provide the following information for the stream reach under assessment
1. Applicant's name ara CILt CIGra� 2 Evaluator's name
3. Date of evaluation % l ►`t 4. Time of evaluation
5. Name of stream 51 • k%RM Ll 2544 � 6. River basin O- 1611 ilk
7 Approximate drainage area H-75 Le b 3 5. Kt 8. Stream orders/ 0 Mt7
9. Length of reach evaluated "' `�,OCC3 LF 10. County L�PA'M1i
11. Site coordinates (if known) prefer in decimal degrees 12. Subdivision name (if any)
Ldtitude (ex 34 872312) $16, -7T+ Longitude (ex —77 556611) — & , y4--r
Method location determined (circle) GPS Topo Sheet Ortho (Aerial) Photo /GIS Other GiS tl 'r FF�-V
13. Location of reach under evaluation (note nearby roads and landmarks and attach map identifying stream(s) location)
WXWkalt +� 1,5 In AA2A T 41* % M 4WA90 ?-PAU 5otMU e>F
14. Proposed channel work (if any)
15. Recent weather conditions S
16. Site conditions at time of visit
17. Identify any special waterway classifications known _Section 10 _Tidal Waters Essential Fisheries Habitat
_Trout Waters _Outstanding Resource Waters _ Nutrient Sensitive Waters _Water Supply Watershed (I -IV)
18. is there a pond or lake located upstream of the evaluation point? 'E D NO If yes, estimate the water surface area G,S tAL,
19. Does channel appear on USGS quad map? CID> NO 20. Does channel appear on USDA Soil Survey? CES O
21. Estimated watershed land use 64 % Residential _ %a Commercial _% Industrial ld % Agricultural
40 % Forested _% Cleared / Logged �% Other
22. Bankfull width G'8� 23 Bank height (from bed to top of bank) 6'>;
24. Channel slope down center of stream -' Flat (0 to 2 %) _Gentle (2 to 4 %) _Moderate (4 to 10 %) _Steep (> 10 %)
25. Channel sinuosity Straight Occasional bends _Frequent meander _Very sinuous _Braided channel
Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on
location, terrain, vegetation, stream classification, etc Every characteristic must be scored using the same ecoregion Assign points
to each characteristic within the range shown for the ecoregion Page 3 provides a brief description of how to review the
characteristics identified in the worksheet Scores should reflect an overall assessment of the stream reach under evaluation If a
characteristic cannot be evaluated due to site or weather conditions, enter 0 in the scoring box and provide an explanation in the
comment section Where there are obvious changes in the character of a stream under review (e g, the stream flows from a pasture
into a forest), the stream may be divided into smaller reaches that display more continuity, and a separate form used to evaluate each
reach The total score assigned to a stream reach must range between 0 and 100, with a score of 100 representing a stream of the
highest quality
Total Score (from reverse): `68 Comments-
�RS-e I`�*QKAPA.1- Lkaot.1. A2*4 , Dd BAFiILki�44tAI
1
Evaluator's Signature . , Date ?Ila 114
This channel evaluation form is intended to be used only as a guide to assist landowners and environmental professionals in
gathering the data required by the United States Army Corps of Engineers to make a preliminary assessment of stream
quality. The total score resulting from the completion of this form is subject to USACE approval and does not imply a
particular mitigation ratio or requirement. Form subject to change — version 06/03 To Comment, please call 919 -876 -8441 x 26

STREAM QUALITY ASSESSMENT WORKSHEET
* These characteristics are not assessed in coastal streams
ECOREGION POIN
-46 NGE
,CHARACTERISTIC9:
°Coastal' 1'iedmont!8
°'Niountato°
SCORE°
° 8
,8_
°
b
4° •� °
to > Presence of flow % persistent pools +in stream �` ei
p� LOA 5 `
d�� 4� _ *
PARR 05
!
° nbJlow�or saturation, - -V trop ;'flow, :max, omts�
°oints)_
CEO
iv - -° - _,•
extense° alteration _w0t �noalteration'maz
-°saR�
�°5
o
° 3
Rip an lone
I
' °�
-(n = 0 °_contt uous °wide bufferx max, omts �,i
°Evidence of nutrient or chemical discharges
°es
® °0° �5� e`�`'
0 �4 p,1,
.07 ,4
_extensive -.discha°r ° 0, no disctiar a °sue Emax, oints
` _ _9
° =9
3
e SGr,�oundvvater d�'scharge °° ° � ° �9
° 0 °.�30 9=
�4� ��
"R� .�O,�y4 °� � i
5
(,no_discharee,>, "6'S'Prines, seeps.- wetland's, ° "tc =,max °eomt's
0�
a °_ °b- T ° °°., °_:i.a
.•� °�e0r
6 ,i
° o e °,o Pr'esencc16f adjacent floodpla1n ° o ° °. ° °�°
°no°
° t0 =j4
4'Ow 4
J
_ _ °flood lam = 0 extensive =flood lames =max, omts 4
°
b, °vd ° " e9
�s�P °aM
'�
1
° ° o a tEntrenchment /5floodplain access ° ° o °°
°t �"
5�
O� �°
�� ° 2g°
'
dee °entrerichedi =i0, fre uen`t,floodin
°
4
f± °�
Presence of adjacent wetlands °` , e e ° „> �?
° ° ° ° ° +b
-��°
° -6 ° °�
m -' -2�
-0 =4
deg
l
P.� °
, ,no wetlands °= 0 lar a °ad acent wetlands a °max oints
°
�
' . °.�� � - °Bee � ° Channeltsinuosity -” ,o
°
e �0� 5o
-- �
0 _ 40 °
40
-, ��
0 ° 3e�
CT
:9
1
!,, extensive channelization._A natural3meander.�max mts -e
:Le" -0 8
P10-
° Sdir m ren- t `i-n- p u
+
0
0�o- 41.
o�
w
extensive deposition=_0° °little bi no stcs
�?
PJ
diversFty�"o`fs hannelabed'substrateY a° °:� g e g
_ ° ° ` ° ° ° °
°I5A *oe °a��04
® ��$
t eg
0�5
B ° a ° °
fine � ho m6 °enous O I'a°r e: diverse siies� max° oints ° �
°'
9
3
e ° °Evidence of chaonel;incision or widening
° CO,
-4.-
0
lry�a'_
°
dee I .incised 4q0, stable Bede &=banksr =,max° ints)�
-e �° x
an°gym
d
e S
° - - .. a_� ° e r q—< a°
° - - ° °,
failures°
-rr— m ® �o -�
°$�
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g�, *�
its
`..e13
°�
i'resence,of ma or bank °
< ° '° a ° ° ° ° _ e .r' °
°a = 0
r
° —w5 �®
f
� 5 �r
severeierosion naerosiorf,,stable banks = inaz oiritss
�a
-
hX14 a
.i ° _ _'Root depth�and density�on; banks ° - °
��7
Y �
E,
a no visible roots .7 0 dense roots throb°hout „ max' Points)
* °, b �w a
_ _
t�
�js
4 Impact' by`agriculture�i�ivestdck, or,timb re producti no °�
°m
g`0 � °
4�
0; eb5 v
° '1;4'
_ s subsfaritlal it- acts O n&evidence _ maa mts
P a �=�
,Presegee of riffle ; poyl /rippie; pool complexes, o
�._ 'obl°s=
,.° r ,_ 3.
a �_ �, >y
0 5,
g 0� � 6
no_riffles /ri le or'
s. 3 - 0, well'_develo dd malt• °lots
%
1"t 8 ,�j,
�- �. '' °_ �
� � ; � °
l^
`` �
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.
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° °
•fib° 06'e t
?
°�0 b
6,-' o E
t
�t (httle'or_no'habitat�O.Ffre went -vaned habitats° max° ° mts 'a
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�
a10
_B 444, °
b18
=apCn eovera `e °over stfeam° bed
'shadiii
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t
°
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°
*°
f0`F , °4Egg`
' °0°
19
e° ('dee lv embedded n5ax)-�
NA
Presence of stream inver4brates,(see,p1ge;4) ° °° = 7-4
P "k. -I
30 �a5
C i (no °°video °ce_ °0 °common °miimerous es °_max; oirits _
__ d °
°°
k °b
yi
Presence of amphibians ° ° °
°
p = 4 `
° `0 -;4 ° °�
' 0 - 4
3
no evidence = °0 common ,numerous' es =max, omts
°
O`'
°22
-- � e-- _---- _��- .�e�;��_
° Presence of) sti °, o ° ° _°
0-4-.-
"�� O°
_
►-�
V no.evidence = -0; common, numerous °, es =,max oints_b -.�
°
°
o�
23
°, °
Evidenceof wildhfeuse o 7
° p
° o
0 --'6
°° ��
0�0
n
0 ° 5
_ nb,evidence,- 0- abundant evidence = maz_ , omts°
° °
° 05
a
° °
°
° °
Total Points °Pos sible ° °° ° °
° 100 °
° ° .100 °9
° 100°°
i°
:: TOTAL ,SCORE ° (alsa enter on firstip e),::'..'
* These characteristics are not assessed in coastal streams

cPA.V-
I USACE AID# DWQ # Site #_I? (indicate on attached map)
STREAM QUALITY ASSESSMENT WORKSHEET s ,
Provide the following information for the stream reach under assessment:
1. Applicant's name GsY o* )AWy -.0 -1 2 Evaluator's name i Aur— 1kN�l
3. Date of evaluation -7114 1H 4. Time of evaluation 01 to /'cM
5. Name of stream - L4L b- C V*(— 6. River basin 0-kTkmaA
7. Approximate drainage area', c " AC. %C fm K% 8. Stream order 3iLID
9. Length of reach evaluated ° o i atC> t-4� 10. County
11. Site coordinates (if known) prefer in decimal degrees 12. Subdivision name (if any)
Latitude (ex 34 872312) Longitude (ex -77 55661 1) "S l . aS i-
Method location determined (circle) GPS Topo Sheet Ortho (Aenal) Photo /GIS Other GIS the yIs
13. Location of reach under evaluation (note nearby roads and landmarks and attach map identifying stream(s) location)
14. Proposed channel work (if any)
15. Recent weather conditions
16. Site conditions at time of visit CL-ay.04 PA'S
17. Identify any special waterway classifications known _Section 10 _Tidal Waters _Essential Fisheries Habitat
_Trout Waters _Outstanding Resource Waters _ Nutrient Sensitive Waters _Water Supply Watershed (I -IV)
18. Is there a pond or lake located upstream of the evaluation pointy YE NO If yes, estimate the water surface area 06
19. Does channel appear on USGS quad map? (S) NO 20 Does channel appear on USDA Soil Survey? � NO
21. Estimated watershed land use 6P % Residential !o _% Commercial _% Industrial _% Agricultural
% Forested _% Cleared / Logged _% Other
22. Bankfull width to 15, 23 Bank height (from bed to top of bank) --)'b
24. Channel slope down center of stream K Flat (0 to 2 %) _Gentle (2 to 4 %) _Moderate (4 to 10 %) _Steep ( >10 %)
25. Channel sinuosity Straight '4 Occasional bends _Frequent meander _Very sinuous _Braided channel
instructions for completion of worksheet (located on page 2). Begin by determining the most appropriate ecoregion based on
location, terrain, vegetation, stream classification, etc Every characteristic must be scored using the same ecoregion Assign points
to each characteristic within the range shown for the ecoregion Page 3 provides a brief description of how to review the
characteristics identified in the worksheet Scores should reflect an overall assessment of the stream reach under evaluation If a
characteristic cannot be evaluated due to site or weather conditions, enter 0 in the scoring box and provide an explanation in the
comment section Where there are obvious changes in the character of a stream under review (e g , the stream flows from a pasture
into a forest), the stream may be divided into smaller reaches that display more continuity, and a separate form used to evaluate each
reach The total score assigned to a stream reach must range between 0 and 100, with a score of 100 representing a stream of the
highest quality
Total Score (from reverse): (i+ Comments.
Evaluator's Signature 14 0 A Date - ILA4
This channel evaluation fo is intended to a used only as a guide to assist landowners and environmental professionals in
gathering the data required by the United States Army Corps of Engineers to make a preliminary assessment of stream
quality. The total score resulting from the completion of this form is subject to USACE approval and does not imply a
particular mitigation ratio or requirement. Form subject to change - version 06/03 To Comment, please call 919- 876 -8441 x 26

STREAM QUALITY ASSESSMENT WORKSHEET
* These characteristics are not assessed in coastal streams
:
a ° ° ° °'
°
° _ ECOREGION PCQINT
RUNG'E°•;_
° CoastaP
° Piedmont
1Vlounta►nP
#�
„
:CHARACTERISTICS e
;
;SCORE°
°
`ice
jm
Presence4of'tlowf /.persistent °pool's in streams, �6
44.i
� °�
0
i.
°a x� �G �s.
°0
°a`f+ c
ti
°
=� no flow_or'satdranon�k0 fstron �flow�_max, off is
e - °5 r
o 94 °'�
°0.� e45
° a
2.
e a Eviden me of;past tiuman alteration ° , �
° s a� a
a` P °" 0
5
oa
extensive °alteration 0 mno°alteration =max• omfs _
_ � � __v_r'
' Z_'
6 ° 3
b` ° ° e
Og b6` °
0` 4°
P ° 0° 5` A
° no_bu`ffer = 0 Conti' uous wide;buffer max, omts 4
a �
° e
:�_'
.9 d . s
J_ ®d
3
°
e 4
° > ;�Evtdericaof�nutrtentor, chemtcand�schaiges
0° =5`
"�° 0 =,4.
00
. i
°
° extensive °dischar es ° 0 no °dischar es °max_ omts)° 9_ I'
_
,,7'
5
°
° ° °� ,° o °gGrou gdwater�d�schargc° 0 9
°omts)
° 0 ° 3° ^'
° ° 0 ; 4p•A
°m
° a;0 0�4,° a
a
e�
°
:a • no dtschar e'= 0 -s" rm s�see s; wetlands: etc ,- max° °
i° m
° ° s . ° ®i
, •° ° b
°e °
do -, <; ' aPresence of adjacent floodplain °a°
f
�notflood lain' b, xten°sive=flood lam- = ,max -: mtsb�
°
r a °
° ° �En[renchin'ent / floodplain,access > °
°oints °6
`°
0 5a
1 °
0 - 4
�-
et }
�� ° �0 2=
01
a
d_ee Ib�entrenctieda 0 °fre ueiit`floodin ,= fmax;
?° °,
F °- °m�� 3,
gT,j
�, p e�_ Y° Presence of adjacent weflandse ; Y �"° ,_ ° �"
°
° 6, -
0 - 4 '
°Q` a0 92
�_aQi
points)
.�, no�wetlands` A O alaree`ad acerit wetlands �,rriax'
a
°
"'
°0 °5
0� =948e
r °6 00
n 0 ural,rieande maz omts �(eztensivie
nehn
�
m ° °a �° �
° °
°10
®
�� 5
3
ex ten
"ersS iteydaiof "echnat nnne°ulot be d n subs fra tet e Pa'
,
AF °
0
$0 -5
mm
homo endu52 ar a iverse sizes° mots
axv
®(fine;
_
�' 12 °'��
`•Evidence of,ctiannelnnciston or, °widening ° ° P
e �°`2� >z ° �
dee 1 incise .& ?banks umax�
°a
3
J•
�t3"°
8 Presence ofAma or°,bank ,,failures;
�,� � ��' �_ r gy m ,
.�_ 1
; 40* '5
ate'
a0 - 5*
_
° 30°` 5$ �•
4PPi,4
_ severe�erosion O- no_erosionlistable banks =_maxi trits
d
�� e
3
°
tom
op R& o t � d epth and�densl �B
tyut=
0sT
0' -5• `1
mnts < noivisi6e roosn oots'fQ.' -- bo °
_ _�_ -_ 3
,0=4,
a __ °_rg
& a =%•
3 ��
'
Vl
l'S°
Impact bymagrtcu�ltu�r`e, livestock; or t mber�produ'- . °
i °0�- 5P
°OP -@ 4 • a'
° 40'- 5
� � 1
° °ate substantial �m act 0, no °eJidence�maz., omts ,#°
�
°�
Presenceof ritile- pooUrtpple= pooltcomplexes °
5.
ti m° m0
no rtffles%rt les.or� ools °�O; well_develo °'iii °maz,
°
®4 " °Habitatcmple ° o
� '
.0d t §
`t
+li fr n r
i%
. .ttle
;►�;
Ip °I8
° ° o °�~e Canopy coveragegovehstreaniltied- °. ° a o °° e°
6 �0
°0 e°5°
` 0� °5� "°
b'.
6 e i
no °shadiri5 _ve °etaUon = °0'contuiuous °cano =max-° omts x >?
a°5°
° ° °a�
�� °° °� °` ��
YA
f
19,
°9 Su "'tistr'atelembeddedne °s "s°
°
dee 1 etnbediiedg= 0 -"loose,structure, < rriaz
°
020 `
° `° gPre ®ence of streamdtn -i rteb'ates '(see^ page'4) °° ° " a
°
-d Iio=evtdence =,6-,; ommon4- numerous° es = maz< mts p i
0
A
° 21°
Presence of arnphiblaiise
�°
04�
_4
3
O
.
Eno evidence __6 common numerous es l= max omts
_0
'0
-� m`� -=
P°r°ese°nceiof fish °
F• s °°
' 0 -4 :-
4
0 '° - =a
- 4;
_ °
, nbsevtiencaa _0 comm° on numerous
~
�
� Y°
-
3
.23
;0
s
ce bno °eviden= in point a ,
°
a ,
Total Points Possibl e
° ° " °
° `
° 100
lA0
r T00
I °�TOT11L S,C °ORE:(als°oaenter.on first page)a
4 _i
* These characteristics are not assessed in coastal streams

I USACE AID# DWQ # Site (Indicate on attached map)
;,o,; STREAM QUALITY ASSESSMENT WORKSHEET 4;
Provide the following information for the stream reach under assessment:
1. Applicant's name CITY BS {- tu-V.* Cq 2. Evaluator's name L.Z4- t" AcfLSW
3. Date of evaluation 4 Time of evaluation <IV
5 Name of stream sg. "r 'Ta C29K= 6. River basin OxAwNfslk
7. Approximate drainage area /I go 4 8. Stream order /l 1 ST
9. Length of reach evaluated 91- 1Z L V 10. County l kA V4 r.�Pt
11. Site coordinates (if known) prefer in decimal degrees 12. Subdivision name (if any)
Latitude (ex 34 872312) wi- $ Longitude (ex -77 556611) - ?1 a�
Method lowtion determined (circle) GPS Topo Sheet Ortho (Aerial) Photo /GIS Other GIS Ot > —J
13. Location of reach under evaluation (note nearby roads and landmarks and attach map identifying stream(s) location)
14. Proposed channel work (if any)
15. Recent weather conditions 5t a t A 95�3
16. Site conditions at time of visit p t4w;m 60 k
17. identify any special waterway classifications known _Section 10 _Tidal Waters _Essential Fisheries Habitat
_Trout Waters _Outstanding Resource Waters _ Nutrient Sensitive Waters _Water Supply Watershed (I -IV)
18. is there a pond or lake located upstream of the evaluation point9 YES (0 If yes, estimate the water surface area
19. Does channel appear on USGS quad map9 YES 20. Does channel appear on USDA Soil Survey? YES
21. Estimated watershed land use _% Residential A% Commercial _% Industrial _% Agricultural
b% Forested _% Cleared / Logged S % Other (
22. Bankfull width a' 3 23 Bank height (from bed to top of bank) a"S
24. Channel slope down center of stream VC Flat (0 to 2 %) _Gentle (2 to 4 %) _Moderate (4 to 10 %) _Steep ( >10 %)
25. Channel sinuosity Straight -X -Occasional bends _Frequent meander _Very sinuous _Braided channel
Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on
location, terrain, vegetation, stream classification, etc Every characteristic must be scored using the same ecoregion Assign points
to each characteristic within the range shown for the ecoregion Page 3 provides a brief description of how to review the
characteristics identified in the worksheet Scores should reflect an overall assessment of the stream reach under evaluation if a
characteristic cannot be evaluated due to site or weather conditions, enter 0 in the scoring box and provide an explanation in the
comment section Where there are obvious changes in the character of a stream under review (e g, the stream flows from a pasture
into a forest), the stream may be divided into smaller reaches that display more continuity, and a separate form used to evaluate each
reach The total score assigned to a stream reach must range between 0 and 100, with a score of 100 representing a stream of the
highest quality
Total Score (from reverse)- (V6 Comments:
n., Ra.S u:.i7 'F
t t^,c14rTrw9G1�t4F ,e t..y,ac Cat"Y-
Evaluator's Signature Date
This channel evaluation form is intended to a ed only as a guide to assist landowners and environmental professionals in
gathering the data required by the United States Army Corps of Engineers to make a preliminary assessment of stream
quality. The total score resulting from the completion of this form is subject to USACE approval and does not imply a
particular mitigation ratio or requirement. Form subject to change - version 06/03 To Comment, please call 919- 876 -8441 x 26

STREAM QUALITY ASSESSMENT WORKSHEET
* These characteristics are not assessed in coastal streams
# e
° 4 ° ° ° ° ° ° ` ° ° °
° ° °
ECORECGION_P_OI,NT
RANGE°
°
,CHARACTERISTICS ; ° °
a �dastal' ,
° pieiimont° °
° Mountain,
d'SCORE°
BPresenceiof ft w p rsiiAispodlstin `stream
,no °flow orEsatuiation'_ 0 'stron 4flow i-in omts)
°6
L, 4
°0,
e®
° ° `,vide Cn a of past humaniterat�on
° °
<°
I 0
0= 5
$°°
°Ao g
a z exten`ss� "veHalteration, -- 0- �rioEalterat�on Amax; omts
J6° 4
��
°�f°
�:°° � ti . s °°
Rrparran zone' ° ` °' = -o ° ®°
`� r
° >°
U w
Od -4 °%
15
�g .� °� v
. .no buffer° 0-�conti "uous, wide buffer = inax,Y omts
o >6 �I
_ _
ti
e0t=
Evidence of�nut`rient or chemicAl d�scfiarges ° a °
6 ° 0MS�
' ° 4�° °
°
p _ _2
!_(ex tehsive drscfia°r es, =A,no;dischar esw_�' ax. points °_
0°
��
�E° .Oo4
Pa
' S
e7: m Gr }oundwater discharge ° ° _ a
�°
i° ° 0. 3 ° °°
0.--4..
L °° 0
Q�
°
C s
` ('no'dr'schar e o °0 s riri s; see s; wetl'an'ds; eic = max." omts
_
°0
_ °
_ `
e > >6
°
° Q e d °�° ° `,Presence f`adlacent fl oodplam° ° ° °�a
`=
='4 ° a
0.- 4,
1
_ �' noiflood'61n_i_0;_exterisive.flood hiin .t max° dints)
I °°
"
`
-Entrenchmer if Lflood,fam access
p
f°
°e
JAM `
4° 7 °=�
_ °(debl entrenched L °0; fre uentfloddir =,max' omts
0 - 5
0 °=-2-' °. °
,Presence�of °mom
��
'
;'2
k
eg° 1
4 �� �nogwetlands = °O.tlai e°ad acent wetlands z max poin
a la Gtea nn el;s- muosity
° °
�
(extensivefchannehzat;ona Ao,
;°�.�
°� I°s ` ° 6 ox °�BSedimentfInpu t• ro ° e is ° °" ®;
4,--
4'
,°
=.0.dlmI b.,'o
3
°
�� extensievedoitron sediment:ztmax n;ts
7774
r ^amen: yr3n - _
.� °S,z�e &�d�vers3ty of channelo -1 ei subs rate°
ine nu;a Hdruerse °sries. :max^ omts )�
-."li
a N
l2
Y.. °
�< ° >)Evrdence of channelincrsron.or widenrn� °
. °
m° , ,
°0�= 5
°0 4 °
fm ` °° 0—
��
a
s 6 ('dee °Ivtincised3d 0, stable °bedo8c;6nks_�max: omts}`
° e
_ _ ° 4
= d�
,�° ms's
t•,k3�.
°. — ° s°'° - e 3 ° °- 9 'o a j
major sab
'61'
�;r°°° °° °
° 71 a0jd ft..,
e
'r 0.0 5,41-
-
,� °1 ° a
�4 5
3
°~
t eveTe_eros onno e)ro eeliankse5 max omts l
o5
° '_�I
°°
e
°
b
°
-_p
i � 4
�. be'aRooE;depih and density onilianks• o 'ems a ; mm ° °3
o� ,a '�a
e° ,OF- e°
o?
0' , Q
b 0 = 5
3
—
vis►ble,toot°s� r0�dens'e_roots throughout.= max= omiks)
e
'°
0° 5
• ''
154
c substaotral� im acv-0 noaevrdence max points),-
; u
16 a�
Pr s n e of °rsiftle�pu40 PP el po61; omC plexes
° 8 ° °
`les_or.
0` & '
�t ,0 - 5; ° .
a �0,� =.b ;
y
I
a
('nonftles/r� ools�f0.well= develo°°d_ inaxd mt`s �<<�
° a = s
e
°� °° .°,�
�'tg
e °- effaliitatcom p
, '
A �' m
o °
•a�
1
°
6tT Ure�tiabrtatsAx max' omts Jittle' r- noIhabrta °r e us d
�6T
e6
0n
; 6
nip
`IGanopy coverageFoveir'stfeam bed,
_ no_shadrri ;ve etatron 0 °�'contmuous_cano' =,max omts
>"
—_ °° -t_-_° L
° _ - °
r° °
i'= ° ° 2 °. °4
"�0
vi 411
°
'- 4° o ° ° 8 6 Substrate ° °embeddedness` ° ° e ° ° °�
±° iSA *
0 = 4r ' I
! 99
a
<r °` °
°�Gdee C'embed`ded•,= 0, loose structure` max° _ _
° °e
L °_° I
20'
aPreserice of-- st`reain m °vertebrates (see page�4) °; ° a
°
`
�' °` -' °°
rio;ev,dence ='0 common 'numerous` es _'max oints '
-' - - -�
'
ikk
2l
_ e ° ` ° Presence of amphibians° e
0-4
0-4
�0 -°4
a0°
, 1
no evidence =A common, numerous° es ° max omts
°
-
° d Presence 6V is ti ° �- d
° �e ° -
-, �
� -
-
IV.° no evldence'°'0 ,common °numerous ^t es_ =max°
° < ° ° ° Ei idence°`of wwildi use ° °
°
°
23
0-6
° 0--5-
mo.evrdence -0- abundant evidence = max oints), "
f °
Totah °Points Possrble: ° ° °° ° °
�I00
°° P00 °
e l00
_
°TOTAL SCORE; (also °enter °on firstyage)°
* These characteristics are not assessed in coastal streams

K %L- *—
USACE AiD# DWQ # Site # SEA (indicate on attached map) !
STREAM QUALITY ASSESSMENT WORKSHEET
Provide the following information for the stream reach under assessment:
1. Applicant's name GF iatetGd�y
3. Date of evaluation I bOk l4
5. Name of stream _ 6L_`_ UV 'M K­�JXL
7. Approximate drainage area t V-, Re
9. Length of reach evaluated ,,Coe> if
11. Site coordinates (if known) prefer in decimal degrees
2. Evaluator's name itC. tk#A KSt41
4. Time of evaluatiion_
6. River basin Cads
8. Stream order aw
10. County- C.— A mW
12. Subdivision name (if any)
Latitude (ex 34 872312) W ,I 15 Longitude (ex —77 556611) —e, .77q
Method location determined (circle) GPS 1 opo Sheet Ortho (Aerial) Photo /GiS Other G1S the EL.L
13. Location of reach under evaluation (note nearby roads and landmarks and attach map ideitti mg stream(s) location)
1
5VA/ pt't'(kL4ti>GiD
14. Proposed channel work (if any)
15 Recent weather conditions ,1%AN0 %4 tolls
16. Site conditions at time of visit W5.
17. Identify any special waterway classifications known _Section 10 _Tidal Waters _Essential Fisheries Habitat
Trout Waters _,Outstanding Resource Waters _ Nutrient Sensitive Waters `Water Supply Watershed (I -IV)
18. Is there a pond or lake located upstream of the evaluation pointy YES Q if yes, estimate the water surface area
19. Does channel appear on USGS quad maps YE NO 20. Does channel appear on USDA Soil Surveys YE NO
21. Estimated watershed land use _% Residential _% Commercial _% industrial _% Agricultural
_% Forested _% Cleared / Logged i% Other
22. Bankfull width 23 Bank height (from bed to top of bank) -6-0
24. Channel slope down center of stream Flat (0 to 2 %) _Gentle (2 to 4 %) _Moderate (4 to 10 %) _Steep ( >10 %)
25. Channel sinuosity Straight /Occasional bends _Frequent meander _Very sinuous _Braided channel
Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on
location, terrain, vegetation, stream classification, etc Every characteristic must be scored using the same ecoregion Assign points
to each characteristic within the range shown for the ecoregion Page 3 provides a brief description of how to review the
characteristics identified in the worksheet Scores should reflect an overall assessment of the stream reach under evaluation If a
characteristic cannot be evaluated due to site or weather conditions, enter 0 in the scoring box and provide an explanation in the
comment section Where there are obvious changes in the character of a stream under review (e g , the stream flows from a pasture
into a forest), the stream may be divided into smaller reaches that display more continuity, and a separate form used to evaluate each
reach The total score assigned to a stream reach must range between 0 and 100, with a score of 100 representing a stream of the
highest quality
Total Score (from reverse): G+ Comments:
I� Ig
Evaluator's Signature 'l�0i � ( � , Date I°
This channel evaluation for�nded to be us my as a guide to assist landowners and environmental professionals in
gathering the data required by the United States Army Corps of Engineers to make a preliminary assessment of stream
quality The total score resulting from the completion of this form is subject to USACE approval and does not imply a
particular mitigation ratio or requirement. Form subject to change - version 06/03 To Comment, please call 919 - 876 -8441 x 26

STREAM QUALITY ASSESSMENT WORKSHEET
* These characteristics are not assessed in coastal streams
°
ECORE(CION POINT
RAN GE° ,
r
° ° ° CHARAC-TERISTICSo °
SCORE°
Coastal ,Piedmont` °
le Mountain°
° e d
r a
idstream Pesceo;f [ low %pers
eor
noflow saturation ,O,, strong flow = Max orrits)
3
E'videnceoof�pasf human alteration e T�` e''
•
�'
°
0- 50-a
t °
8 extensive alteration.= °O;noalteraation = max°°ornts _ ..1
m0¢ 16, �i
i`� _
°° o =0 -`5� e•a
�...�e
��
d °
TV-- ar pwzons ° �-
° ° ,4 pe
[­
4
t
,
t no °buffer- 'O,�conti uous =wide buffer_= max, omtsi
`
Evidence of- nutrient or°" eini- f- drsc6araes �' '
° ° b °
( � �';
0 e5°
° - -` `
pe
0 =04•
A °8 a'' R 4
Ob 4.°
i
.4.: '!
g ° ° . i
Il extensive °d(scfial•'es° =�0; notdischar a °s =_ maxt omts+
, ,
QO
m
e °,�
„a
I 'S a ,F
a °g= ,Groundwateredi'scharge ° ° °q
< e `
e - 3 °
° "y °0 ° 4°
E . ° 00} `4° -j
+�
a _�
b°
e_(n6,discharQeP�t), s nn s, see s. wetlands, etc =,max4 omts)
�- r °_ •a
°gem 2,
a
V,�°
6' 1)
�m x> ° ; �P. riec6rPndjacent'floodplam
�° °
0 -4�F
d�
, (no °flood lam —=' Oj extensiveeflood lam - maxi omts
°, • °
° b ° g °a,. .
l .e _•� .A
° �°
�` =,maz' I
`° 0`- 5'° °+
0°
.19
i �
P +¢dee lv,entfenct edh 0 freq uentt hoodnig omts
° ,4
8°
°� e . .Presence of adlacentawetlandsm o ° e °
0 "•
�m ° 0 0 4° �£g
°° -0 ° 2 a`
s
no wetlands_ °_0 molar a ad acent wetlands =•maz omts °
,6°
° °
° a.� °y
b
`
;p -5 P;e.- s- °e °"°-�a -•-- -,...- L— ... d. _.._,. �-,� -° ; < '- - °�°--
Ch
annel°sinuosrty9m(ex'° °v_
r� w ° , - _
a ; ., -8
e•a��.
a8�
0 -" 3 o
te'> nsiNe`chanAehzation = 0 ,riaturalsm4 eander _mz=, ornts),I
$
°`Seri-m i nt i- p- u- y �
9
e "
� ?"�"1 1
C
"eve de `° alrttle or omts '
r
v77e
:(extens srtrona 0 no- sediment- =,+max,
° °
- -- - -P� _
° °
-
° Size• &,drversrty of cfiannel =bed substrate
° d ° ° °
°TiA* 9b
° °` _ ®a`
°pT4.a>
I • e`_
p, 0 L58�
�12
It g Gfine; homo °enous = O,.la°r e4diverse`s�ze °s. =�mazt omt' i a
°
;
°"
L' a
3
"
4�
'u
6Evidence °of<cfianneltincigion or�wid'en�ng°
5
�`0. -
' S ° 1
° ° °
is ° 4
_�'°
0 +.. b
�..
J` a�a °° ° �dec 1 4mcised° °_ °O,,stable bed &- banks =_°max omfs -
_ _
t0 - s
° _f •
-,5
e �_���
rt13r
Fl ' w.� °' °° ° Presence ®of major bank,fa� lures^ vo ° ° o ° ° ° ,
e OPo 5� °a'9
,° a °U =�5
severe erosion, 6-
'no r max omts) g,0
a� f
° .i,
_( °zroswn__0, °no
-M
s '
�' i�Root depth and den"s,ty1,onetianks
a° b ->
°g o �
0; � °
014
ndvisible.rootsv 0 dense.roots throu° hout =max° omts
_� ° °_ °1
3
Impaet y;djR,Zulture,g1ivestock; or-i mber production
<
­15 '�
°
su' s;anfiai -im act: a "nosevidencb = °m'ax hints
16
r; °Per se ce of rifflee pool /Hpple; pool complezeso ° '
°o
;OtTg 3
y +0 °5 m e
°
° ea Of.-,
°tl°
9 • a
t no raffles /ri les_or, obis =10, WeiGdevel ed maxs omts .
_ __
e,
° , , 1
.<�oaeeb
°
�'
°d
175
r" a- °Hatirtat`complexity°og ;' °o-� ° °i�'°
`,vancdlliabitats'�max,°
° 0 °°6' °
°,' 0 - °6
ed
k °AO, 6 Via°
feEr
_ -6 a
sGllttle'Or no +Fiabitat� =_0 Jre uerit omts �
Canopy coverage°d% streambed e ' ; °
t ° °° _ _ -,!
_ �G^ ,
d
' ° °
t ° °
l8
°rcontinuous°cano
��a5�a
_
�w_ �•
�
I
I °
s(nd_shadid veaetatibn= .0 __max: omts )�,f
_
°i9 :
�Ie b ° t.-: Substra°te,embed °dedness
00°'°4 W
_
I_ .:
C ° d ee° i . embedd4Z 0,-`loose structure ° = max
=Pr °esenci of stream 'm`vertetiratest(seeapage,4) ° °
O
"10,
L ire a do °e"viden�ex °0" wffimbn; numerous` ° es = maz ° oinfs)'
-
°,'Presence of arnphrtiians
°
21
°°
(no evidence= o, common° numerous es =,max oirits),
f 0-4
0 04
3
04
0 2
Presence offish
i
-
6-4_-
4
4.
1
00` °e
°
°
n merous_ es °max omts ,
9°
°
_
-
-, =
i
3
° ° a.
Vvidence°of wildlife use
- _ -
-0 —=,
-;
°45-°
"a I
p
U
1
:-',(no
0 -6
0=5
°0
a
evidence =,0r abundarit evidence
max_ omts ).--
=1,00
° Total ftints Possible. ° ° ° e °
l00° q
°
.
g ° 100 °
°TOTAL,SCORF° (a'lso,enter•on first.page) • • ° ° ° ° ° °
(�'�
* These characteristics are not assessed in coastal streams

USACE AiD# DWQ # Site # !�'S (indicate on attached map)
o ; STREAM QUALITY ASSESSMENT WORKSHEET
Provide the following information for the stream reach under assessment:
1 Applicant's name `-�" I� o" gv 2 Evaluator's name tjk- K...*dzsy4
3. Date of evaluation 1. hcn) ( I J 4. Time of evaluation � ��O
5. Name of stream I C - 'Co tk -►-� 6 River basin Lak: e>r m,eA
7. Approximate drainage area LS AC. 8. Stream order Sr
9. Length of reach evaluated ISo a 10. County A TA
11. Site coordinates (if known) prefer in decimdl degrees 12. Subdivision name (if any) �1 n
Latitude (ex 34 872312) 6, 70 Longitude (ex —77 556611) -01. a� O
Method location determined (circle) GPS Topo Sheet Ortho (Aerial) Photo /GIS Other GIS 0th
13. Location of reach under evaluation (note nearby roads and landmarks and attach map identifying stream(s) location)
14. Proposed channel work (if any)
15 Recent weather conditions W'S lli- Lo
16. Site conditions at time of visit 9b'S C.��tDri
17. Identify any special waterway classifications known _Section 10 _Tidal Waters _Essential Fisheries Habitat
_Trout Waters _Outstanding Resource Waters _ Nutrient Sensitive Waters _Water Supply Watershed (I -IV)
18. is there a pond or lake located upstream of the evaluation pomt9 YES Q�) If yes, estimate the water surface area
19. Does channel appear on USGS quad map? YES Q O 20. Does channel appear on USDA Soil Survey? YES
21. Estimated watershed land use %Residential _ %Commercial _I/o Industrial _ %Agricultural
_a�% Forested _% Cleared / Logged O'D % Other ( )
22. Bankfull width �'3� 23 Bank height (from bed to top of bank) gam- to
24. Channel slope down center of stream `Flat (0 to 2 %) _Gentle (2 to 4 1%) _Moderate (4 to 10 %) `Steep ( >10 %)
25. Channel sinuosity Straight _Occasional bends _Frequent meander _Very sinuous _Braided channel
Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on
location, terrain, vegetation, stream classification, etc Every characteristic must be scored using the same ecoregion Assign points
to each characteristic within the range shown for the ecoregion Page 3 provides a brief description of how to review the
characteristics identified in the worksheet Scores should reflect an overall assessment of the stream reach under evaluation If a
characteristic cannot be evaluated due to site or weather conditions, enter 0 in the scoring box and provide an explanation in the
comment section Where there are obvious changes in the character of a stream under review (e g, the stream flows from a pasture
into a forest), the stream may be divided into smaller reaches that display more continuity, and a separate form used to evaluate each
reach The total score assigned to a stream reach must range between 0 and 100, with a score of 100 representing a stream of the
highest quality
Total Score (from reverse): -a\ Comments:
Evaluator's Signature � 't & IMAA o� Date_ 10�
This channel evaluation f�o` i is ntended to be used only as a guide to assist landowners and environtnental professionals in
gathering the data required by the United States Army Corps of Engineers to make a preliminary assessment of stream
quality. The total score resulting from the completion of this form is subject to USACE approval and does not imply a
particular mitigation ratio or requirement. Form subject to change — version 06/03 To Comment, please call 919- 876 -8441 x 26

STREAM QUALITY ASSESSMENT WORKSHEET
* These characteristics are not assessed in coastal streams
e
,.'
"
CHARACTERISTICS: •
:SCORE°'
°
Caa"sti 1,
Piedmont°
° •
_Mountain.
°Presencetofeflow / persistent,pools,wi- ream e
° °
__A8
r0
i
n
° noaflow or satuiation = ,0, stron flower max omts _
�4 °�
¢
Evidenceofpaststhuman ea1terat16n' "e° ° °8 °so I��,;2
6�
' °a �
,.° �°
r °
extensive_alte °ration = n0 ,no alteratbon = max} om`ts)r
---
-y. -�� _ ' e r-_ v - p-p.z. one 5 ° w e ° ® b
-%�
0„6
a
U °�51r l
buffO,conh u uswbdfer ° no er max ohts
,
3
Ca
. -- _ a e
° e ;Evidence ofnutrient or chemical discharges m e�° o° °
°(ischa`r
- ; -•.r
—
0�- 4 d
p
a , extensive es= r0,,rio disci►ar es srniaz o,nt§),�.,_ °_
°°
;ms , -0 ° �e
sa „„ ;°
t2"°�._
3
e d
7_1
r:-s o -' �" d e Croun2lwafei d�'scharge> �" `$ e ° .,_ _�
(no dischar a s ran s,,see s:_wetl5nds °etc$ = max- points) '
°0°
°4oe
,y
4
" m4 aFe
n
_ °CIO,
Pr`cscncc of ad aient fibod° lain° m �"m
1 P
°nodflood O;.extenswe °�
-
-r °e
4
0 4m ; °
`G 0 2
i� '°tea
_ lain ,'flood lam °-0 max, omts _�
� ., ..._ A.- .ve
� � r ° _ � ° d
° ° °- A 4
� n ° °�.° �_° ��,
R " F e ve
a�� o �. e
b�Cx -a'^'
°�° e °
Entrenchment / tioodplaen access n ° t
°
i °
d
$r- p
; epa
e
°(dee 1 °entrenched = 0 fre uentifloodm ='maz' oint°s
9.
°
�g
^ ; .° ° _ ° aP°resence of adjacent wetli ndsd ° • ° m , P
° °,-
�(no_wetlands °,
o - °° ° _4
�� 0 e ,6o B°
s ° ° °
.14 0
_
off '�
0.- 2
�'0.,lar a adjacent wetlands �inax ointsj °
< °
s, °
°�o��a ,
�Channefsiii6 -sity°
°
- 5
4
�0 O t =v4
3
,extensivechannelization = 'O.anatural meander= maz. omtsl
`
° t0
s ° °m
d
1 0�
a > - Se&i4_inpu
"
,°e0 ° a ;
5°`
. .b
xtensive de osibon ,0jittieor no�sediment�maxl oints) IdJ
- -; g
r$
a
° Size ° &�drversriy'of channelsbed'su¢strateK� = e a o j
`enou °s,
I ° °° * � ° °
- 4°'
--0--.1
P
_ fine =homo =-0.,Iar a ediderse size's 'max; Po rnfs -_
' ° °' ° °�
y _�
� 6
vitlence °of channel recision or�w_"idenirig � e �'
°0'
r>+
l2 °��
�i�
ee a °° 4
dee I incised `O,ostable bed" &banksmax� omts)' 1
° ® ° =5 ��
>
° °0 -4 °ems°
0 5X'�°
d3 Ri
° ° °> P°°resenee ofmajor bank °fadu°res° a° � ° ° °�
; °a0 50
5 °
severe erosron� 0,`no °erosrori astable bdnksp =inax umts)Q _
_ -� _� w
1'4t°
Ipe ` " ° °Itokfilepth add °densrti,;dn* inks °
° °°
4°
�v
8 0ta °5.e
_ no yisible °roofs =.O ,.dense roots throw° hou`t = max oints
i
°1
Impact l yJagr'rculture,e Ifves't669 of tt mb'er production
° P
L
I'° `IsubstantialNmm act =0 ono evidencee9 °max oints)=
°
e,Pr @sense of °riffle- p66f/iIppie;pool,complexes
°
W-P51, -0
° �
0; ' 6'
rl'6'
° r- 4 d a .
no rif l Vri les or� ools = °Orwell- develo ed, >maxy dints
o �lO�o :3 ° ° „�
�_ ° °
«gym ° <_° �°_ 4
° _ �
_
Habitatcomplexrtyl;a °a�•as�,�3��cra��°�
e
°°
_
e °gam"
°0, 1 °6,' E,
�d'e
0 �6, f
little =or nolhabitats..,0 °lfre wen °t, vahed habitats' „max dints°
m
f4 Z__ te•, ,�.,
a° a
a°
e d
° 1,8,
,
° -- r - b- P ° - - -- -- Qo o a ;gym
;Canopy coverage °over str`eainbed °1;
a
no_shadni rve etation =°0 °.continuous °cano° = °max 6mts �
o_-� � e b--
0� 5 ,
� `�a�
Bw Ae°
0-;5
r �T
-
$ a
°lg
�'Substi�afel nbeddednesfl
° t"
° ___,A dee I , embed'ded =?O,iloose- structure, max° = °
, °°
I° ° 4
a° J ° a
1
,r20' ,'
° ° ' `Presenee of stream invertebrates`(see page,4) °
0 4m ° °
° ° 0 - 5 ° ° °�
ii� 0 °g Sa
nW6iden6e= ;0 "common; numerous tv es °maz °dints' = i
° ° _ ° '
i° ee,el6
°�
reC7
�'
29
, Presence,ofamphbans
° =
0
0' = 4 o
' 0 — °4
n
a0`
e S
no_evidence = common„ numerous es max points)
P°resencewf fish
Oo 4°
0.-4 !
►-+°
°
(no,evidence = v0,common, °numerous es MAX = dints) °
;
i
°
1
23
- - -- _ �<
� a. ° -° g ° a °Evideoce,'ofnwlldllfe use �,° ° ° j
'
° - °� d_e
Wt-- t
b
0 °
} °
°
e
l
1('e° _ no.eviddnce = 0 abundanvevidence = max points) ° !
° °6
, h
, 4 °5
T
Total Points Possible ° ° !
° ® 100._
I° d007
�• 100
SCORE; (also' enter on f rstopage), ° °
°`
* These characteristics are not assessed in coastal streams

USACE AID# DWQ # Site #156 (indicate on attached map) I
;,o,; STREAM QUALITY ASSESSMENT WORKSHEET
Provide the following information for the stream reach under assessment: �'
1. Applicant's name CnN &r .4t�e).eIM.
2 Evaluator's name wkC A1AL -4f Sy;A
3. Date of evaluation 'Av. H
4. Time of evaluation it' O
5. Name of stream %' LLT To Am.-bfX �{
r
/�,�
6. River basin ArP&Nt3R
7. Approximate drainage area 'L (Of ko
8. Stream order OAS
9 Length of reach evaluated i� 2r�e
//��
10. County CAT"MA
11. Site coordinates (if known) prefer in decimal degrces
12. Subdivision name (if any)
2
Latitude (ex 34 872312) c7D, 713
Longitude (ex -77 55661 1) —81,
Method location determined (circle) GPS Topo Sheet Ortho (Aerial) Photo /GIS Other GIS
13. Location of reach under evaluation (note nearby roads and landmarks and attach map identifying stream(s) location)
4icc QrrRekWA�,
14. Proposed channel work (if any)
15. Recent weather conditions &t'MA
16. Site conditions at time of visit C"Va4 S&S
17. Identify any special waterway classifications known
_Section 10 _Tidal Waters _Essential Fisheries Habitat
_Trout Waters _Outstanding Resource Waters
_ Nutrient Sensitive Waters _Water Supply Watershed (i -iV)
18. Is there a pond or lake located upstream of the evaluation pointy YES ®If yes, estimate the water surface area
19. Does channel appear on USGS quad map9 YES 6 20 Does channel appear on USDA Soil Survey? YES to
21. Estimated watershed land use i Q % Residential JQ-% Commercial _% Industrial _% Agricultural
ZL% Forested _% Cleared / Logged _% Other ( )
22. Bankfull width -,41 23 Bank height (from bed to top of bank)
24. Channel slope down center of stream Flat (0 to 2 %) _Gentle (2 to 4 %) _Moderate (4 to 10 %) _Steep (>I 0%)
25. Channel sinuosity Straight Occasional bends _Frequent meander _Very sinuous _Braided channel
Instructions for completion of worksheet (located on page 2): Begin by determmmg the most appropriate ecoregion based on
location, terrain, vegetation, stream classification, etc Every characteristic must be scored using the same ecoregion Assign points
to each characteristic within the range shown for the ecoregion Page 3 provides a brief description of how to review the
characteristics identified in the worksheet Scores should reflect an overall assessment of the stream reach under evaluation If a
characteristic cannot be evaluated due to site or weather conditions, enter 0 in the scoring box and provide an explanation in the
comment section Where there are obvious changes in the character of a stream under review (e g , the stream flows from a pasture
into a forest), the stream may be divided into smaller reaches that display more continuity, and a separate form used to evaluate each
reach The total score assigned to a stream reach must range between 0 and 100, with a score of 100 representing a stream of the
highest quality
Total Score (from reverse)- GG Commen
Of
flo
Evaluator's Signature I- YIA &Z Date -1 110 `d
This channel evaluation form is intended to sed only as a guide to assist landowners and environmental professionals in
gathering the data required by the United States Army Corps of Engineers to make a preliminary assessment of stream
quality. The total score resulting from the completion of this form is subject to USACE approval and does not imply a
particular mitigation ratio or requirement Form subject to change - version 06/03 To Comment, please call 919- 876 -8441 x 26

STREAM QUALITY ASSESSMENT WORKSHEET
* These cha:actenst+cs are not assessed in coastal streams
°
PO
ECC_oaOstRal G_ IO�PN
RAN- G )
SCORb '
te dinonr• `
Mountain°
j . i
f . #�
k • ° ,CHARACT ERIS, 1C
E°
e
•
e�
°
ho ° °Presence,of Clow / i;efsrstent pools �in�stream� X -,q
00o S'
m� 44g °
0, =�5
a
i° °l
°° no�flow_or_saturation �.;0'stron `flow °
_(
p ®°
=0
uma niterati°_ r„_ on b
�° g ° °f Evid'ence;of past'ti;a ° e m °� A �
_ ;0•- 5;
`
01 $5
0 — 5 g
c2
v® °(eztens+ve alteraLX—,,krio'$Iterat:ori -max` on its )
° X
3
Riparianfzone - °
=
� h
°;
0conic uous aw+dbufer maxg o+ntsl,,.
u o no.buffer
3
e. + Evrdence°ot,nuirientfor1chemical discharges ° _°
4
^,(extensive_di'schat esa�d0; rio cl+schar a °s'
_; 9�
``4 I
L
3
5
e °Grteoug_d a —terAdm i srca har �
w
��g ­
g,0S4a
X0$4
�p
Fa rees s.wetl°ands, etc =,maxb omts_
no €dIs�O1s rms: see
� aP
°Ga'R P 'e ° ° a B
°:Pesenceofadjacent+flood'plarn °,�• q °° °�a; °9;
R•d
° °° Oa =4a<'
8°
b 0�
Y
'no flood lairi 0 _extensrveaflood°la+n=maz °omts) °� ='
�° • _ �a� ° °¢
e� �a ° o�,,���
° °Entrenchment 4 fibodplam iiccesso
° r a
dee41° aentrencFied e0 `fre uentlfloodm , Jrhau omts) , °°°'
�°
�•'$°_e a°
Tea e a•r�_
�� „�
�,g` i
4 _ � °d_ ., a—n .�-g _ ° '°, ua' % _•^ 1
e ;.� ° Em 8 0 ° Presence of:adjacentwetlands: p ». �" ° j
°"9y°5 ,'s
p,°a `6 s 1 a?
.dE'S�`- }ga
°o°,O�
! 49
�Y' � _
,�0 2
e� °
I 'i
°4
; ; — ,(no_wetlands - O °lar a ad acent� wetlands =maz -° o+nts)�_ r,°
',- e o ` e _ A
F.' �, ��,` a'
i«e6_� 6
Y ° °
_gym ®gam w °e 'Chan el'smuosityao �� �<m�a ��
a• .. � °$
°a �a� °°
°,•e,
4�3�
1110
°•
°°
r °extens`rve`channelrzation� =+0 4natural-meaniier maz, °oints)�>
_ � Q
�4�
e °•
`Sediment input° "°
°lam sd;, °;�� °8< Ss
e
Or-"4° °'
�•a�°
f' i,7( xtensrve,8e 'sition° 0 $little or <no,sediment m max• 01fid X
°_ � �•
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-a ' _'3d Fe`y & ivergKfinCeesubstrat , 3< mP e
° b
e,a. °a f• ®'
&
a
(fineqhomo enous =�0, °la° e,',divekseisizeeg„ =maz; omts , `�
w
°
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T
0
v.
31,
^I")-
° BBP <resegcebf major bank �failu °rese aa'
points,
' 0:a
�+°•�'
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:'Rootdepth and density' on tianks� �,e ° Q ° + ®� '
°°t
"IL
-(no°vis+lile_roots. -�_•0 dense roots throw hout .—,max points '° �
� � m °° b =® ��
� a � n. °sue
Impact by agricaltnr "e, livestock; oratrmtier�production�pe�
, a° , �, ° 8 ° 4'
° e �'�®
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+m ®- � .fie
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°edf
° ° 40 = 3�0
=m5:��
ig °0 6e
a
�no,rlms /n ° les or'a°, oois =^0 o elledevelo a max; o:nts <
ti m ° °
�•
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o `� 9
l °e ° °0� 6,'n °
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°
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ea .
a
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+ °
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1.. °� x = --x —r— ; ; s
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t
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e` ��
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�v =;9
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`8
8, °0° — °
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°
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f
t
i
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g
R° °
- S, �(dee 1 embedded�w0 °400se structureaJmax _ ��rl
�s 8
! 1
a
°
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° °
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'_` '
p < ; Q�� ;4:ta °
°a
'I �.0'r ;5r
9
p� °� °p0
4
a no eV idence s0:'common °,numerous s amaz omts �_,
)Presence of ampfiibians i
_
a °
a < r t
f1r
° O
° 21 d
°
I•' _ nweviden�e = 0; common; numerous t' es_ =max points
0 — 4m�
_°
�° 4e
-®B
22,
P_ resen ce ofish
a°0 °,c`o
0 —'4° °
°
0 p4
I
o,v:ience = mmon; numerous°t e fx o s >
A d
-
a ° 4 . Evidence,of wil dlf use
0
°
0
e a e .
O5b
,°
no,evidence = O , abundant- evidence =,° max olks _
_
's • a
• o Total Points ftssrble °
°100 °
r ° 1,00 • °, °
°1
° °
°
°
° °OUe
°TOTAL SCORE: (a'l go, enter oti first page) ° °' • y
* These cha:actenst+cs are not assessed in coastal streams

USACE AID# DWQ # Site # S4 (indicate on attached map) I
Q,} STREAM QUALITY ASSESSMENT WORKSHEET
Provide the following information for the stream reach under assessment:
1. Applicant's name V-" ov: 2 Evaluator's name U"L µw,Army,,l
3. Date of evaluation ��ly�l`{ 4. Time of evaluation it `f6
5. Name of stream 6. River basin CAON&R c
7. Approximate drainage area 5kQt; 8 Stream order 1 S'c
9. Length of reach evaluated k l6D I.-f- 10. County 040o,4 1A
11. Site coordinates (if known) prefer in decimal degrees 12. Subdivision name (if any)
Latitude (ex 34 872312) ':&III Longitude (ex -77 556611) �- ft a1
Method location determined (circle) GPS l opo Sheet Ortho (Aerial) Photo /GIS Other GIS the y►t%uc
13. Location of reach under evaluation (note nearby roads and landmarks and attach map identifying stream(s) location)
sm, prt'fA *tM
14. Proposed channel work (if any)
15. Recent weather conditions fmfi . Pip's
16. Site conditions at time of visit ct,"u rs i
17 Identify any special waterway classifications known _Section 10 _Tidal Waters _Essential Fisheries Habitat
_Trout Waters _Outstanding Resource Waters _ Nutrient Sensitive Waters _Water Supply Watershed (I -IV)
18. is there a pond or lake located upstream of the evaluation pointy YES If yes, estimate the water surface area
19. Does channel appear on USGS quad mapv YES 9) 20. Does channel appear on USDA Soil Survey9 YES
21. Estimated watershed land use _% Residential 6D % Commercial _% Industrial _% Agricultural
—40% % Forested _% Cleared / Logged _% Other ( )
22. Bankfull width Z-44 23 Bank height (from bed to top of bank)
24 Channel slope down center of stream >4 Flat (0 to 2 %) _Gentle (2 to 4 %) _Moderate (4 to 10° /U) _Steep (> 10 %)
25. Channel sinuosity X Straight _„_,Occasional bends _Frequent meander _Very sinuous _Braided channel
Instructions for completion of worksheet (located on page 2): Begin by determining the most Appropriate ecoregion based on
location, terrain, vegetation, stream classification, etc Every characteristic must be scored using the same ecoregion Assign points
to each characteristic within the range shown for the ecoregion Page 3 provides a brief description of how to review the
characteristics identified in the worksheet Scores should reflect an overall assessment of the stream reach under evaluation If a
characteristic cannot be evaluated due to site or weather conditions, enter 0 in the scoring box and provide an explanation in the
comment section Where there are obvious changes in the character of a stream under review (e g , the stream flows from a pasture
into a forest), the stream may be divided into smaller reaches that display more continuity, and a separate form used to evaluate each
reach The total score assigned to a stream reach must range between 0 and 100, with a score of 100 representing a stream of the
highest quality
Total Score (from reverse): 4(0 Comments.
r.+tfi r11r1. -%-L)F) . t %C- 1"LJ,4 IrAtOUi Ab 24WAl A SS Idk.S
Evaluator's Signature V AAA>, Date 1I x'1`4
This channel evaluation form is intende' to b only as a guide to assist landowners and environmental professionals in
gathering the data required by the United States Army Corps of Engineers to make a preliminary assessment of stream
quality. The total score resulting from the completion of this form is subject to USACE approval and does not imply a
particular mitigation ratio or requirement. Form subject to change - version 06/03 To Comment, please call 919 - 876 -8441 x 26

STREAM QUALITY ASSESSMENT WORKSHEET
* These characteristics are not assessed in coastal streams
CHARACTERISTICS°
P ° °O °INT
RANGE° .
s °SCORE•`
° $OREGION
•
Piedmont°
° Mountain'
>
-
Presenc�efof flow / pools+mmstreain t� o
� '
° n °r P
' -. �
his); orsaturahon .0 ,'stronv, flow a,mazF o
, °
° `
°
q
i_ ^ d am"' . y
<°rc.- °a °° � .es °mesa �
° Ev�denee7of past human�al'teratwne� ° ° .�
_
-'e' a ,
(E
8° °
° t I
°5�
_
8.
s� ° 1�° °_ �° ���, rOY�.e &&n '� 'Bg
�b
1
i0 —
I =Oa_o s
•
° °°
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s`
j
° °�,� 'Riparianzone' o ° �° ° ti
a , °v o � . ° ° a -w ° v �°° a e•
9 ;1
At— 6 ° ° ° �
° i
jIII,
e() — 4�°
b °
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°
l
g ®� e
�Gno�bufferk� ..Q ;cont� uous; vv�de l uffei; �rnax, omts
° =
°
�
nom, °�°
4
°° {,T °�Evide' ee 4,fiu �en`t or9ch�em,Cal'discharge 8 =`° °�
t 0�P a a.
" -
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� 'Vie $
v0 =�4'
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.,° as.° a 9_ a ,
':� (ext nsiveidischar es 0 ,no=dischar esg„`max_ omts
3
- jRa�va e�-y s�- '--- --°f� =5
o�Gr�oundwale�pdischa�ge° ° o ei
f�- �'e
°
°
d°
f °° �A
�,(.noidischar e,_0 s nn s, see s; wAIIands; etc' max° bi'g).
_b
a
6 e !E
o ° °, Presenee of�`adjacent flood'pIam' p m o , ��'�
s 0 += '4 °'
°� °1
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°
1.
-Ai no .,floo- &Olain�e.,01extensiveflood lam��.max«°omts)`_�_ ;.
F-
8 m
° Enfrenchment,/ =flood_ plain access :;e ' °
'- ° ®
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° - 4
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° ° °�'
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a
be' Iv_erit,encheab: uen ='maxi Dint`
s
P,resence of adlaceAf; e_tlands,
ono
- , ° dl'
0 "4 ° *
° �' 0 - Z <°^ `
w to lands = 0 •lar a ad acentiwetlands =,max a o nts) ` a'
<6''
''y �_, : �'i
0
_ _
I ` _
ti •
q,
a'ne —a
° °e ° m , ®� Channel sin nubsity?°m
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eztensive9ehannehzation °'O,,i aturalwmeanU&,k' max" oinfs�
n �'�` %�
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8 ° � Sedim ent .input °, °
0= 3a ®.
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no
L�
;
o`
e ,(etnsive,de ositiofi�0ttor sedmefitgmaxf mts) ,',
ANiAa& dtversp ty�oftchannel> bed °sub bst ate Q
°�
-homo ts'.
tI'
>!,
i k (fine, enous. ;:0. lar a �dtverse:s�zes maid Din =�
° .z< _ °
1�_ ° =
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t * a ° - °- 8
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dee 1mc�sed0 �stalilealied, &banks ;rriax, Dints'_$
+_ ° a�
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u_° ..., ,
Y ° - y-° a7j 5,�5 'Y rts' 4 +q°
a a oP,resen �° ma�o bank a•dure
°
°severe7erosloiK
q0
R ° 01 1L °
e =0 -Se
q
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{ 05:•noierosibn,,stablebanks. max, 6mts )?,czd
-
°e yRo& && , h ano deosity onlbanks ` a a a�
�. ®�a
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00_4
r°
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14
`(no O,idense roots throu°hout,°�max. omts ) `
�l°
0 -5°
a
#, V
.,,visible3ro6ts�
_
—�a>.
2� s�*° o-� m^T:
°Impact °by e livestock o �timbe�reproduc�on
��A
lm
I�o
0. 4 °
�a ° Vi
b15
ems°
�9, "0; °vidence maxi
b
D a
_: sulistant,al im act no a omts)
„�
-- - �
� °,••a r v:w-- x.,.� -�s�� - -� �_ ,-- ,.,�°.d ---� ��, �- �,�• -° �,
{—p
is
�, -�=-s mss; - �
j °-`o - - � --t �.
{ e °= �-
0;o�.= 6 ;,
lb
= s ' ee',
� t fl e 0% eff-A d max, of
O 3° a
a
`
P
a�q �� a eHabitat ty'
®6 3
-0-
°0O
dt� m0 nd mDints ). -'te orzno�hao rtatg�f -
l.s
° � , �"-- ---.�- - dL'y xi€P� °1i- "°9.0,5° -e T°�•� = >r6
°Canopcoverage over s[reambed
° g �. ° �, .
nosliadm .ve etationt =�0 Acontiriuous=cano _ maxi° dints °
� m° = ---,6
e o� r s ~°
i_._�
--- �'--�_
toy = °s
-
-
,i
8 °o,= s °'
3
�° 9
1 -s ° ��"�� Substrate embeddedness e g 9 a� s
°I`" °maz
b�;
°° 0'` 4b °
0'. a
° _
;;(�dee emUeBded -6 Abosexstructu'reo es
�_
°
la a
a
e •
20
; o �Presence)ofstream=in °vertebrates (see °pagef4) �°
00 _ °4°
0 - 5
r 0 - Sd°
�D
_' rioe° vidence�= '0;,common; °nurrierouss° °es'
°
o J
°
0 �-4 °
0 -;4°
° 0 = 4
a
d01
° - -1
I °- (64cvidence = 0,-common, numerous_ es =.max omts
°
�i-
-;
22
— m e,Presence'of.6h 'q -- .r
li ° ° e 6 � o'
a - P° �- ,,.
0 - °
° - • °
Q 0 4° °
Y, = -° T
� '0 - 4
a
°.C)
k ° =A; common, numerous �" es =,max omti)�
-_4 ,
e
'
_(no'evldence
,Evidence�of-wildiife <nse e a ° ° , a °� ° °- °
°-0
e- - °
0 -6°
pp • °° - .- d
t Oa -5'
m <� _
° O!-.'5' 'I
no evidence° 0 ;abmidant evidence ° maz, ornts o ,,
° _ e _
I(° ° • . -a_
4 W °
3
°Total °Points Possible.• ° °° a °
°a100 •
° 400.
°1.00
° < ° ° ° °° s •
° TOTA° SCORE, (also enter °ori first .page),- `
* These characteristics are not assessed in coastal streams

USACE AID# DWQ # Site # M (indicate on attached map)
;,o„ STREAM QUALITY ASSESSMENT WORKSHEET Z*740
Provide the following information for the stream reach under assessment:
1 Applicant's name G t 05;: HIG�
3. Date of evaluation
5. Name of stream ' ' Ci,,� 0- AW-
7. Approximate drainage area One, aas -no tAt
9 Length of reach evaluated 3XI Lf
11. Site coordinates (if known) prefer in decimal degrees
2 Evaluator's name Wlc– $V-A
4. Time of evaluation la ID
6. River basin ��
8. Stream order 'S it-o
10. County CNAtAm k
12. Subdivision name (if any)
Latitude (ex 34 872312) 2f6.-105 Longitude (ex —77 556611)
Method location determined (circle) GPS Topo Sheet Ortho (Aerial) Photo /GIS Other GIS 0th, I'1� /tA
13. Location of reach under evaluation (note nearby roads and landmarks and attach map identifying stream(s) location)
14. Proposed channel work (if any)
15. Recent weather conditions
16 Site conditions at time of visits Cur
17. identify any special waterway classifications known _Section 10 _Tidal Waters _Essential Fisheries Habitat
_Trout Waters _Outstanding Resource Waters —Nutrient Sensitive Waters _Water Supply Watershed (I -IV)
18. Is there a pond or lake located upstream of the evaluation pomt9 a NO If yes, estimate the water surface area I. AC.
19. Does channel appear on USGS quad maps YE NO 20. Does channel appear on USDA Soil Survey? (2N NO
21. Estimated watershed land use -10L% Residential ' % Commercial a0 % Industrial _% Agricultural
% Forested _% Cleared / Logged _% Other ( )
22. Bankfull width 3 23 Bank height (from bed to top of bank)
24. Channel slope down center of stream k Flat (0 to 2 %) _Gentle (2 to 4 %) _Moderate (4 to 10 %) _Steep ( >10 %)
25. Channel sinuosity Straight ­LOccasional bends _Frequent meander _Very sinuous _Braided channel
Instructions for completion of worksheet (located on page 2). Begin by determining the most appropriate ecoregion based on
location, terrain, vegetation, stream classification, etc Every characteristic must be scored using the same ecoregion Assign points
to each characteristic within the range shown for the ecoregion Page 3 provides a brief description of how to review the
characteristics identified in the worksheet Scores should reflect an overall assessment of the stream reach under evaluation If a
characteristic cannot be evaluated due to site or weather conditions, enter 0 in the scoring box and provide an explanation in the
comment section Where there are obvious changes in the character of a stream under review (e g , the stream flows from a pasture
into a forest), the stream may be divided into smaller reaches that display more continuity, and a separate form used to evaluate each
reach The total score assigned to a stream reach must range between 0 and 100, with a score of 100 representing a stream of the
highest quality
Total Score (from reverse): 16q Comments:
Ctii}MMVII 65 I&X -irSOM NUA-S CA' 21FISOPS4- &AAAL E,.6 SSC4
Evaluator's Signature ' IVIAAX l�-. l Date ! IIV 11!�
This channel evaluation form is untended to be used only as a guide to assist landowners and environmental professionals in
gathering the data required by the United States Army Corps of Engineers to make a preliminary assessment of stream
quality. The total score resulting from the completion of this form is subject to USACE approval and does not imply a
particular mitigation ratio or requirement. Form subject to change – version 06/03 To Comment, please call 919 - 876 -8441 x 26

STREAM QUALITY ASSESSMENT WORKSHEET
" These characteristics are not assessed in coastal streams
8
`
ECOREGION POINT
RANGE
. ° •CHARACjERISTI,CSe .
: SCORE °
Cda`stil
mont
Pied °
� ° 1Vlountair
° _
,
°
o a
°
g °
s ee° Presence ofrflow % p'er'sistent pools'.�n stream a ° "�
r ,° ° ° , °
°.� t ,no, flow o`r,satu °ration a0 cstrbna flow, maxi omts)s °
j ° :0°= 5° °$ ° °'f
_
>° ^0 = 4
gs° �0 = °5 ® °
° a
Evidence of past human ,'alteration-
b ° g °
0,- 5e
��
��a Jextensive alteratioriy�0" no,alteratiori = max points)
v
r- a°� Riparian— zone° e ° o u a ;° °� -
,; _
`�° _ m° �o
{ 0, 8 m
�0.5'
�1'
p : ;
7f. 8
1 -2 ° `� BmEvide ecn of nutrient or chemicaLdiscliarges
�.
°ess
v0,'� °4
°
°0 4°
V._L xtensive'd�sc}iar °0: do_dischar e°sn °r►iax omts) -_
r ° °m a °�Groan"dw —if, - harge�- ° E °�
6 — �_ -; a'
I 0 =
5 �t
m Q- ,, ° °
notdischar e� 0'9 Tin °s; sees wetlands; °etc = max° omts !
.0.'. 3
°
-°4
�
t° e �. ° es_PFescn_cg of adjacent flood'plam 8 a
°
4°
"
6
0
flood lam -';0 °exte6sive flood lames max9°o>nts)__
0
lb'-'
is
0
_
(no ;
_
s�,
al%°
a a =� a o °�tntrinchment / floodplam access'
°l
n0'- 5
°?"°
®` y
�_ `dee ,entrenched, ,0 fre went flodd,n c°amaz° omts) m
' ,91
j
i °m8 °
I. �8' °= e° ov aP °re "senci,Sf<adl centyweilan'ds ° a ~°
4� °
`- ° "`
Os '
° ° Owe 4
e 0'e 2�
°
no wetlands �0 Jar a °ad acent wetlands. =•maz points)
° =ti`
_,
';
I, .
a° °
°
o°
r �m °f
( °9 °
"�°` °a ® °a e� e'�' °e Cfiannellsmuosity ' - e o— ° m e ° a
��°° 8 °° •l
° - ° a
°0 =z5°
° -° d
0 =4°
-- m - a
Oe 3e !
n? eztensiJc channel;zation = 'O.,daturalameander =,maxz -omts °
'Sediment input �, - ° ° ,
d a °�°
!m -; 7
g °�
or omts).�
(ex tensive °de° osrtion , 0 ghttle no,seiliment °.max°
°
1
°� S e. &`divers�t of channel +bed`s b to 0 0 ° °
�9 0
?~�
(fine: homo eno s - 'Oylar "e =d Iverse,stzes°
a u _.,max o►nts° �
°
��-
f
*12
..''a b-. ff 9s�-r T_ :m� Y=om i — 4-3. a• -a'
� p�� Evidence of channel;mcrsion or°wrdening• ° ° _ �
°s1___.1
"'°-sf �� a ^cad it�
` 0 - 5p'° �
i -°.
� °
°� 0 - 4 °
0�5��
>+
.,
W.. `(dee 1 $mc�sed_�0, siabte ;bedf &'banks e =maxi omt
�
� �
a
Lay
al�3
f-Pd
i °fie "� °�6 P„ er s�nce�of.major'bank�f, r1 °res �° a : • ° i�
° 0 =e3 4�
•0
°
,°(severe erosion~ _0, no er ;,& stable 6dnk 4 max Points)
4
Roo_t,Qa� e pt h and densityron °b,anks e 8
a I
° -° 3
° `
4'
-° 5
,Q ,�
=d- ;denseroots throw hout m max, omts _
le
o
�nvsbros = ,O,
®
b
Impactrbyiagticulture,, liveifok', or'tinBer`production
° n,q
a0
°
5
U
-
°
substantialim act4 �0notevidencc� =max omts
,
4
di
o
i
I& 1
as °Per seneeofrtifile ;Pool /rippleopoohcomplexestl� e°'
1: 8 ,r° ° t �' s
'Dols "ihfs
e�
m`0' = 3 ` ° „
Ca;
0 5 ° ;
.0
�no-r°tffles /n les or ='0 well- develo ed o maz; ;
. _
° °
°°
Halntat °co plexity° `,` m : `° °a : a
°t,
O 6' °;6 I
­0 °6 'q
°__
p' ° 6
C ,::e
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I tittle ;onno�tiabrtat O W wen vaned' tiabitats_�maz° omts)_
' _ a
`o°
3
P,8�'
� ° nCanopy coverage over`sfr "eambed, o
s
;d
9-
A -5'
`0' -5�
-0 =5
° n stiadin ve eta'tion_�= 0 contmuous_cano Amax; points)
a
`
Substrate e'mbeddedness ° ° °
. ; ,
°
0„ a 4°
k e
a0P °4
,9°
°° m
u� _� dee° I 'embedded_.t0 loose ss "tructure =max)°
°N_ 4r_
r_� °
•i
20
Presence of'stream� invertebrates °(s`&page 4)
° 3 4 a
°° • °
g ° ° '
. ®�
pope °videncer O, common °nume>ous a "sue °max° omfs)'
°a
Presence of amphibians°
�
0 - 4
0 - 4
i
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WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont Region
Project/Site Murray Basin Sanitary Sewer Project City /County Hickory/Catawba Sampling Date 7/10/2014
Applicant/Owner City Of Hickory State NC Sampling Point dp1
Investigator(s) Eric Mularski Section Township Range
Landform (hillslope, terrace, etc ) depression Local relief (concave convex, none) concave
Subregion (LRR or MLRA) LRR 6 Lat 35 724 Long -81 255
Soil Map Unit Name CsA - Cordorus sandy loam, 0 to 2% slopes NWI classification none
Are climatic / hydrolo is conditions on the site typical for this time of year? Yes = No ❑ (If no, explain in Remarks)
Are Vegetation Soil ❑, or Hydrology ❑ significantly disturbed? Are "Normal Circumstances" present?
Slope ( %) "11
Datum
Yes = No ❑
Are Vegetation Q Soil ❑ or Hydrology ❑ naturally problematic? (If needed, explain any answers in Remarks )
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc
Hydrophytic Vegetation Present? Yes= No 0 Is the Sampled Area
Hydric Soil Present? Yes ❑ NoT-77 within a Wetiand? Yes 0 No
Wetland Hydrology Present? Yes No=
Remarks
Data point taken along depression In the adjacent flood plain of Lyle Creek
HYDROLOGY
Wetland Hydrology Indicators
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required, check all that apply)
❑ Surface Soil Cracks (136)
❑ Surface Water (Al) ❑ True Aquatic Plants (1314)
❑ Sparsely Vegetated Concave Surface (68)
❑ High Water Table (A2) ❑ Hydrogen Sulfide Odor (Cl)
❑✓ Drainage Patterns (1310)
❑ Saturation (A3) ❑ Oxidized Rhizospheres on Living Roots (C3)
❑ Moss Trim Lines (B16)
❑ Water Marks (B1) ❑ Presence of Reduced Iron (C4)
❑ Dry- Season Water Table (C2)
❑ Sediment Deposits (132) ❑ Recent Iron Reduction in Tilled Soils (C6)
❑ Crayfish Burrows (C8)
❑ Drift Deposits (133) ❑ Thin Muck Surface (C7)
❑ Saturation Visible on Aerial Imagery (C9)
❑ Algal Mat or Crust (134) ❑ Other (Explain in Remarks)
❑ Stunted or Stressed Plants (D1)
❑ Iron Deposits (135)
❑✓ Geomorphic Position (D2)
Inundation Visible on Aerial Imagery (137)
❑ Shallow Aquitard (D3)
Water - Stained Leaves (69)
❑ Microtopographic Relief (D4)
El Aquatic Fauna (613)
[] FAC- Neutral Test (D5)
Field Observations
Surface Water Present? Yes ❑ No ❑ Depth (inches)
Water Table Present? Yes ❑ No ❑ Depth (inches)
8
II
Saturation Present? Yes ❑ No ❑ Depth (inches)
Wetland
Hydrology Present? Yes No
includes capillary fringe)
Describe Recorded Data (stream gauge monitoring well aerial photos, previous inspections) if available
Remarks
Two secondary wetland hydrology Indicators are present
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2 0

VEGETATION (Five Strata) — Use scientific names of plants
Sampling Point dp1
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2 0
Absolute Dominant Indicator
Dominance Test worksheet
Tree Stratum (Plot size )
% Cover Species? Status
Number of Dominant Species
1
That Are OBL FACW or FAC 1 (A)
2
Total Number of Dominant
3
Species Across All Strata 1 (B)
4
Percent of Dominant Species
5
That Are OBL, FACW, or FAC 100 (A/B)
6
Prevalence Index worksheet
= Total Cover
Total % Cover of Multiply by
50% of total cover
20% of total cover
OBL species x 1 =
Sapling Stratum (Plot size )
FACW species x 2 =
1
FAC species x 3 =
2
FACU species x 4 =
3
UPL species x 5 =
4
Column Totals (A) (B)
5
6
Prevalence Index = B/A =
= Total Cover
Hydrophytic Vegetation Indicators
50% of total cover
20% of total cover
❑ 1 Rapid Test for Hydrophytic Vegetation
Shrub Stratum (Plot size )
❑ 2 - Dominance Test is >50%
1
3 Prevalence Index is 53 0'
❑ 4 - Morphological Adaptations' (Provide supporting
2
data in Remarks or on a separate sheet)
3
❑ Problematic Hydrophytic Vegetation' (Explain)
4
5
'Indicators of hydric soil and wetland hydrology must
6
be present unless disturbed or problematic
= Total Cover
Definitions of Five Vegetation Strata
50% of total cover
20% of total cover
5 -ft
Tree -Woody plants, excluding woody vines,
Herb Stratum (Plot size )
approximately 20 ft (6 m) or more in height and 3 in
1 MICrostegium ylmineum
70 Yes FAC
(7 6 cm) or larger in diameter at breast height (DBH)
2 Saglttana latifolia
10 NO OBL
Sapling - Woody plants, excluding woody vines,
3 Ludwiga palustrls
5 No OBL
approximately 20 ft (6 m) or more in height and less
4 Boehmena cylindrica
5 No FACW
than 3 in (7 6 cm) DBH
5
Shrub - Woody plants, excluding woody vines,
6
approximately 3 to 20 ft (1 to 6 m) in height
7
Herb - All herbaceous (non woody) plants, including
8
herbaceous vines regardless of size and woody
plants except woody vines less than approximately 3
9
ft (1 m) in height
10
Woody vine - All woody vines regardless of height
11
90 = Total Cover
50% of total cover 45
20% of total cover 18
Woody Vine Stratum (Plot size )
1
2
3
4
5
Hydrophytic
= Total Cover
Vegetation
Present? Yes F;'] No=
50% of total cover
20% of total cover
Remarks (Include photo numbers here or on a separate sheet )
Hydrophytic vegetation Is dominant
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2 0

SOIL
Sampling Point dp1
Profile Description (Describe to the depth needed to document the indicator or confirm the absence of indicators)
Depth Matrix Redox Features
(inches) Color (moist) % Color (moist) % Tle let- Texture Remarks
0 -10 10YR 4/3 100 silt loam
10 -24 10YR 4/4 95 10YR 5/8 5
sandyloa
'Type C= Concentration D= Depletion RM= Reduced Matrix, MS= Masked Sand Grains 2Location PL =Pore Lininq M =Matrx
Hydnc Soil Indicators
Indicators for Problematic Hydnc Sods'
0 Histosol (Al)
❑ Dark Surface (S7)
❑ 2 cm Muck (A10) (MLRA 147)
❑ Histic Epipedon (A2)
D Polyvalue Below Surface (S8) (MLRA 147, 148)
❑ Coast Prairie Redox (A16)
❑ Black Histic (A3)
❑ Thin Dark Surface (S9) (MLRA 147, 148)
(MLRA 147, 148)
❑ Hydrogen Sulfide (A4)
❑ Loamy Gleyed Matrix (F2)
Ej Piedmont Floodplain Soils (F19)
❑ Stratified Layers (A5)
Depleted Matrix (F3)
(MLRA 136, 147)
❑ 2 cm Muck (A10) (LRR N)
❑ Redox Dark Surface (F6)
Very Shallow Dark Surface (TF12)
❑ Depleted Below Dark Surface (A11)
❑ Depleted Dark Surface (F7)
❑ Other (Explain in Remarks)
❑ Thick Dark Surface (Al2)
D Redox Depressions (F8)
Sandy Mucky Mineral (S1) (LRR N,
❑ Iron - Manganese Masses (F12) (LRR N,
MLRA 147, 148)
MLRA 136)
❑ Sandy Gleyed Matrix (S4)
❑ Umbnc Surface (1`13) (MLRA 136, 122)
3Indicators of hydrophytic vegetation and
❑ Sandy Redox (S5)
❑ Piedmont Floodplain Sods (F19) (MLRA 148)
wetland hydrology must be present
❑ Stripped Matrix (S6)
n Red Parent Material (F21) (MLRA 127, 147)
unless disturbed or problematic
Restrictive Layer (if observed)
Type
Depth (inches)
Remarks
No hydric soil Indicators are present
Hydnc Sod Present? Yes ❑ No ❑✓
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2 0

North Carolina Department of Cultural Resources
State Historic Preservation Office
Ramona M Bartos, Administrator
Governor Pat McCrory
Secretary Susan Kluty
January 27, 2015
Eric Mularski
HDR Engineering, Inc of the Carolinas
440 South Church Street
Suite 900 & 1000
Charlotte, NC 28202 -2075
Re Murray Basin Sanitary Sewer Project, Catawba County, ER 15 -0002
Dear Mr Mularski
Thank you for your letter of December 23, 2014, concerning the above project
Office of Archives and History
Deputy Secretary Kevm Cherry
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
environmental reviewQncdcr go v In all future communication concerning this project, please cite the above
referenced tracking number
Sincerely,
bc7lRamona M Bartos
Location 109 Last Jones Strcct, Raleigh NC 27601 Mailing Address 4617 Mail Scr%lec Center, Raleigh N( 27699 -4617 Telephone /Fax (919) 807 - 6570/807 -6599

FYZCity of Hickory I Murray Basin Sanitary Sewer Project
Photograph #1 - Herman Branch - S1 Stream Crossing
Photograph #2 - Herman Branch - S2 Stream Crossing

F)I Cit of Hickory Murray Basin Sanitary Sewer Project
Photograph #3 - Existing Right of Way
I Photograph #4 - Lyle Creek - Near S4 Crossing

F)� City f Hickory Murray asin Sanitary Sewer Project
Y YI Y Y 1
Photograph #5 - Unnamed Tributary to Lyle Creek
Photograph #6 - Unnamed Tributary to Lyle Creek - Near S5 Crossing

F)� City of Hickory I Murray Basin Sanitary Sewer Project
Photograph #7 - Unnamed Tributary to Miller Branch
Photograph #8 - Unnamed Tributary to Miller Branch - Near S7 Crossing

City f Hickory Murray asin Sanitary Sewer Project
Y YI Y Y 1
Photograph #9 - Unnamed Tributary to Miller Branch - Near S8 Crossing
Photograph #10 - Clark Creek - Near S9 Crossing