20151322 Ver 1_401 Application_20151215

Ms. Karen Higgins
NC Division of Water Resources
401 & Buffer Permitting Unit
512 N. Salisbury Street
Raleigh, NC 27604
ENVIRONMENTAL SERVICES, INC.
1905 Ebenezer Road
Rock Hill, South Carolina 29732
Phone [phone] • Fax [phone]
www.environmentalservicesinc.com
23 December 2015
$ PAID
RE: Pre -Construction Notification for NWP 12 (WQC# 3884)
North Statesville Sewer Expansion Project
City of Statesville, Iredell County, North Carolina
Dear Ms. Higgins:
2p 1513�2
On behalf of the City of Statesville, North Carolina, Environmental Services, Inc. (ESI) is pleased to
provide you with four (4) copies a permit application for the construction of a new sewer line located in
Statesville, Iredell County, North Carolina. In addition, the permit fee ( in the amount of $240) is
included in this package. Should you have any questions or need any additional information, please
contact me by phone at 704-523-7225 or via email at ppetitgout(&esinc.cc.
Sincerely,
ENVIRONMENTAL SERVICES, INC.
' t2.-!
S. Paul Petitgout
Vice President
Enclosures
DEC 2 8 2015
FLORIDA GEORGIA NORTH CAROLINA MARYLAND m OHIO

AGENT AUTHORIZATION FORM
Project Name: North Statesville Sewer System Extension
Project Location: Iredell County. NC (near the new 1-77 rest area)
t
Property Owner (or potential purchaser with option): City of Statesville
The undersigned property owner (or potential purchaser of the property who currently holds a valid
option, to purchase this property from the owner) does hereby authorize Envkdrimental Services, Inc.
to take all necessary actions necessary for the preparation, submittal, processing, issuance, and/or
acceptance of the jurisdictional determination, permit and/or certification.
Signa a of the owner (otential purchaser with option)
4451 'p, 3�eS
Printed Name of the Owner (94potentiall purchaser with option)
/' ?"// D
Date

ot0wAT,,
JR-
r
olqiii�<
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Page 1 of 10
PCN Form - Version 1.4 January 2009
Pre -Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1a.
Type(s) of approval sought from the Corps:
❑X Section 404 Permit ❑ Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 12 or General Permit (GP) number.
1 c.
Has the NWP or GP number been verified by the Corps?
❑ Yes ❑X No
1d.
Type(s) of approval sought from the DWQ (check all that apply):
❑X 401 Water Quality Certification - Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification - Express ❑ Riparian Buffer Authorization
le.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification:
❑ Yes ❑X No
For the record only for Corps Permit:
❑ Yes ❑X No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for
mitigation of impacts? If so, attach the acceptance letter from mitigation bank
or in -lieu fee program.
❑ Yes ❑x No
1g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes ❑x No
1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes ❑x No
2.
Project Information
2a.
Name of project:
North Statesville Sewer System Extension
2b.
County:
Iredell
2c.
Nearest municipality / town:
Statesville
2d.
Subdivision name:
N/A
2e.
NCDOT only, T.I.P. or state project no:
N/A
3.
Owner Information
3a.
Name(s) on Recorded Deed:
City of Statesville - Larry Pressley
3b.
Deed Book and Page No.
Municipal Project (City of Statesville, NC)
3c.
Responsible Party (for LLC if
applicable):
Larry Pressley
3d.
Street address:
P.O. Box 1111
3e.
City, state, zip:
Statesville, NC 28987
3f.
Telephone no.:
(704) 8783584
3g.
Fax no.:
[phone]
3h.
Email address:
I [e-mail]
Page 1 of 10
PCN Form - Version 1.4 January 2009

4. Applicant Information (if different from owner)
4a. Applicant is:
❑ Agent ❑ Other, specify:
4b. Name:
Same as Owner
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name:
S. Paul Petitgout
5b. Business name
(if applicable):
Environmental Services, Inc.
5c. Street address:
1905 Ebenezer Road
5d. City, state, zip:
Rock Hill, SC 29732
5e. Telephone no.:
[phone]
5f. Fax no.:
[phone]
5g. Email address:
[e-mail]
Page 2 of 10

B. Project'Inforniation and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
See attached table for..Tax ID's and Coordinates
1b. Site coordinates (in decimal degrees):
Latitude: Longitude:
1c." Property size:
33.24 acres
2. Surface Waters r
2a. Name of nearest body of water to proposed project: •
South Yadkin' River
2b.' Water Quality Classification of nearest receiving water:
127108-(9.7)
2c. River basin:
Yadkin/Pee-Dee
3. Project Description
3a. Describe the existing conditions on the'site and the general Land use in the vicinity of the project at the time of this
application;
The project site consists of a mixture of open agricultural areas, forested areas and previously disturbed areas. Topography on the project site is gent)
rolling, with elevations ranging from approximately 740 to 940 ft. above MSL. Soil types consist primarily of Clifford, Codorus,s Dandpple,, Fairyiew,
RhodhissJomlin, and Udorthents. General land use in the vicinity of the.project is primarily residential "
3b.List the total estimated acreage of all existirig' wetlands on the property: 0.85
3c.� List the'total estimafed'hnear'feet of existing streams.(intermittent and perennial)'on the property:'1,405
3d. Explain the purpose,of the proposed project:
The purpose of this'project is to provide sewer Infrastructure from an existing sewer stub'out located near Cranford Roadto a proposed new rest area.
'3e. Desgnbe'thd overall .project in'detail, including'the'type of equipment to be;used:
The'sewe'r willIrequire 9 stream` crossings and 2 wetland crossings. Typical excavationequipment will be used.
4. JurisdictionalDeterrriinations
4a.' Have jurisdictional wetland or stream` determinations by the.
-Corps or State beemrequested orobtainedfor this property,
roperty
pro], ect includin ali prior 'hases 'in the` ast?
Yes ''N No Unknown
Corrtmerits: prelim PCN,Packa e , .•` _,
r g
4b: If''tieA,:Corps made the jurisdictional detenr'ination, wfiait,type '
of determination was made?, `, "
Orel'' Final
ry
46. If yes,,`who delineated the jurisdictional'areas?
Name• (if known) .
Agency/Consultant Company:
Other
4d:,..lf yes, 'listrthe dates of 04 Corps jurisdictionaldeterminations or State �deierininab ns and attach documentation.,,
5. Project History ;
56. Have-permits orcertifications 'been +requested or obtained for
this projec(Including all prior phases) in; the past?
t
:DYe§' "'❑x No Unknown '
0
5b. tf yes, explain' in detail`accordng to "help.file" instructions;
6. Future` Project Plans` "
6a. Isthis.a-phased project? .�
,�Yes, `Q:No
66. , If"' es, explain. .

B. Project Information and Prior Project History
1. Property Identification
Impact number
corresponding
with figures
1a. Property identification no.
(tax PIN or parcel ID):
1b. Site coordinates (in decimal degrees):
Impact #1
4758079648.000
Latitude: 35.901619 Longitude: -80.854733
Impact #2
4758947654.000
Latitude: 35.896408 Longitude: -80.858809
Impact #3
4758947654.000
Latitude: 35.891623 Longitude: -80.861638
Impact #4
4748832736.000
Latitude: 35.888831 Longitude: -80.863411
Impact #5
4746999865.000
Latitude: 35.850902 Longitude: -80.855622
Impact #6
4756094906.000
Latitude: 35.850887 Longitude: -80.854922
Impact #7
4757201334.000
Latitude: 35.850897 Longitude: -80.853581
Impact#8
4757201334.000
Latitude: 35.850754 Longitude:` -80.852098
Impact #9
4756264950.000
Latitude: 35.844334 Longitude: -80.847283
Impact #10
4756096836.000
Latitude: 35.850928 Longitude: -80.853635
'Impact #11
4757201334.000
Latitude: 35.849647 Longitude: -80.845776
A
91

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑X Wetlands ❑X 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 impact
Type of wetland
Forested
Type of jurisdiction
Area of
number
Corps (404,10) or
impact
Permanent (P) or
DWQ (401, other)
(acres) ,
Temporary T
W1 -
Choose one
Choose one
Yes/No
W2 -
Choose one
Choose one
Yes/No
-
W3 -
Choose one
Choose one
Yes/No
-
W4 -
Choose one
Choose one
Yes/No
-
W5 -
Choose one
Choose one
Yes/No
-
W6 -
Choose one
Choose one
Yes/No
-
2g. Total Weiland Impacts:
2h. Comments:
See attached table for wetland impacts - 2 total wetland impacts. These wetlands will be converted from forested to herbaceous wetlands.
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 (PER) or
Type of
Average
Impact
number
intermittent (INT)?
jurisdiction
stream
length'
Permanent (P) or
width
',(linear
;Temporary (T)
(feet) .
feet)
S1 -
Choose one
-
-
S2 -
Choose one
-
S3 -
;Choose one
-
-
S4 -
Choose one
-
-
S5 -
Choose one
-
,S6 -
Chooser one
-
-
3h. Total stream and tributary impacts
3i. Comments:
See attached table for stream impacts - 9 total stream impacts. These impacts will be temporary in nature. All construction areas will be returned to
pre -construction contours. There will be no permanent maintenance, crossings kept as a part of this project.
Page 4 of 10
PCN Form —Version 1.4 January 2000

2. Wetland Impacts
If there are wetland impacts proposed on .the site, .then complete this question for each wetland area impacted'.
2a.-
Wetland impact
number.
Permanent (P) or
Temporary (T)
Wetland impact
number
corresponding' .
withfi ures
2b.
Type_ of impact
2c.
Type of wetland
2d.
Forested
2e.',
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2f.
Area of
impact,
(acres)
W1 - P
Impact #10
Excavation/
Conversion
Bottomland Hardwood Forest
Yes
Corps
0.01
W2 - P
Impact #11
Excavation/
Conversion
Bottomland Hardwood Forest
Yes
Corps
0.24
2g. Total
Wetland Impacts:,
0.25'.
2h.'Comments: Permanent impact results from a'conversion from forested'to herbaceous.'
_3. Stream Impacts.
If there are perennial or intermittentstream impacts'(including temporary' impacts) proposed.on, the site,' then complete this
.,question for all stream sites impacted.
3a: `.
,Stream impact, .
number ,..
Permanent(P)"or
Temporary (T) J.
Stream impact' -
number
'co' ding
.w*19ures,;:
3b:
Type of impact
3c.
Stream' name
- _`
3d,.'
Perennial
(PER) or
intermittents
(INT)?
3e.', 3f.` , •
Type of . ' Average,
jurisdiction. stream '
`� wioth
(feet) �
39
Impact
length'
(linear,
feet) s ,
Z1 -T
Impact #1,
,.Excavation
UT-to.SouthYadkin� River
'PER,
Corps 6 :
15
S2= T-.
Impact #2
Excavation
UT to South Yadkin River
PER '
Corps 15;
15
Jmpact#3 .' ' ' .
Excavation
UT to South, Yadkin River ,
PER
Corps .' 15-;
15
`54_-`T
impact #4- �`
'Excavation
UT to South Yadkin River.,
PER
Corps,, :,,. 8 ,,.
15
°°55 = T;'
Impact #5
UT to Fifth Creek' .
INT, .,
Corps.
',S6" T' .
Impact #6,'
Excavation
UT t6 Fifth Creek .
PER
Corps
.;"Impact#7
.Excavation
UT to Fifth Creek�'�,'''='
'INT°'",,
Corps'' _� 2.:•,''
,15.E
-88 = T '' -
Impact #8ExcavationJUT
to Fifth'C,reek
INT_
Corps ` 2.5
5 ,
S9 = T'
Impact #9 ,
Excavation °
UT to Fifth Creek
PER
Corps 6 -.,, ,,.
16'
" 3h.'Total stream:and tributaryimp'acts
125
3i. Comments: All stream impact`s are temporary in nature, All construction area's;wiil be returned to pre construction contours.
There will be no permanent crossings for maintenance kept,as'a part of this project.,.,,'

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.
Open water
impact number
Permanent (P) or
Tenfporary T
4b.,
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
01 -
Choose one,
Choose
02 -
Choose one
Choose
03 -
Choose one
Choose
04 -
Choose one
Choose
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If. and or lake construction proosed, the_ n complete the chart below.
- 5a...:
Pond ID number
5b.
Proposed use or
purpose of pond _
5c. 5d. 5e.,
Wetland Impacts (acres) Stream Impacts (feet) Upland
(acres)'
Flooded "
'Filled
Excavated ' Flooded
Filled .Excavated
P1
'Choose one
.
P2
Choose one
5f. Total:
59. Comments: N/A
;5h. Is a dam' high: hazard permit required?
❑ Yes ❑ No, .'', If yes, permit ID no: w. .
Z[. Expected pond surface area (acres):
'•
5j. ,Size of pond watershed(acres):
5k.''Me't1i6d of construction:.
6. Buffer Impacts (for DWQ) V
If project will impact a protected riparian buffer, then complete the chart below: If yes, then individually list all buffer impacts
-b ow.''If an 'im acts re"uire miti ation; then ` o'u MUST..fill out Section D of this form : -
6a. 'Project is in which protected basin,?
Neuse Tar. -Pamlico Catawba Randleman Other:
❑ ❑ ❑ . , ❑ _ ❑
Buffer Irmpact
number,=
Permanent (P) or
Tem ora ' T
Rea "son for impact
' '.'
„Stream name
:.
"
Buffer
mitigation
required?�
Zone.1 ;
impact
� ('sq6a n6 '
>, feet
Zone 2
r
.'impact,,
(square
:feet
B1. -
-Yes/No '
62
_
Yes/No`�
63
" ° `YeS/k .
gq
'B5 =
Yes%No
66 _
YesMo 1
6h: Total Buffer Impacts:.
.6i.'Comments: wA
Page 5 of 10 ' ..

D. Impact Justification and Mitigation
1l.' Avoidance and Minimization
1a. Specifically describe measures. taken to avoid or minimize the.proposed impacts in designing project.
Impacts to wetlands and streams have been avoided to the maximum extent practicable. The sewer design presented in this permit application
represents the most practicable end least environmentally damaging alternative while still maintaining the applicant's purpose and need. Completely
avoiding impacts from this sewer infrastructure is not possible due to the position of streams and wetlands within the landscape. The design team has
made tremendous efforts to reduce the amount of unavoidable impacts to wetlands and -streams.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through, construction techniques.
The sewer alignment has• been modified where feasible. Stream channels will be traversed at the most feasible location in order to minimize impacts
to wetlands and streams. Large-scale wetiand impacts will tie avoided by directional boring in areas where it is not feasible to cross the wetlands
without significant damage to the ecosystem. All stream impacts will be temporary in nature. The construction areas will be returned to pre -
construction contours at the completion of construction. No permanent crossings will remain (for use during maintenance of the sewer).
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Comperisatory.Mitigation for
❑ 'Yes ❑X No
impacts'to Waters of the U.S. or Waters of the;State?
2b. If yes, mitigation is required by (check all tha f pply):
❑ DWQ ' ❑Corps
0 Mitigation bank
2c." If yes, which mitigation .option will be used for'this
El Payment to in -lieu fee program '
project?
❑Permittee>Respon'sible.Mitigation ,
3. ` Complete if Usin a Miti ation Bank, -
,r
3a. Name of Mitigation Bank: "
Type. Choose.one .
`Quantity:
3b. Credits Purchased (attach receipt and letter)
Type: Choose one
Quantity: ;
„
Type: Choose one
Quantity:
4. " Com fete if Makin. a Payment to In -lieu Fee Pro ram
4a. Approval letterfrom in -lieu fee,program is attached.
❑ Yes
4b: Stream'rriitigaiion r6quested
linear feet
4c. NIf using, stream mitigation, stream temperature:
-Choose one
4d..;13 uffer mitigation requested (DWQ only)
square feet''
4e. Riparian wetland mitigation requested:,"..'
acres
4f.'Non=riparian wetlandImitigation_requested:
acres
4g. Coastal,(tidal) wetland mitigation requested:,,'.
acres .
4h. Comments: �.
5. "Complete if„lJsing,a Permittee Responsible Mitigation Plan
5a: If using a permittee responsible mitigation plan', providea description of theproposed 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
Yes Q No
buffer mitigation?
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
6c.
6d.
6e.
Zone
Reason for impact
Total impact
Multiplier
Required mitigation
(square feet)
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation -is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
N/A
6h. Comments:
Page 7 of 10

E.' Stormwater Management and Diffuse Flow Plan (required by,DWQ)
1. Diffuse Flow Plan
la. 'Does the project include'or is it adjacent to protected nparian'buffers identifiedYes
rl ❑X No
within one of the NO Ri arian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan 'included? If no, explain why.
❑ Yes ❑ No
2. Stormwater Management Plan
2a. What is, the overall percent imperviousness of this project?
0 ojo
2b..Dobs this project require a Stormwater Management Plan?
❑ Yes ❑X No.
2c. If this project DOES, NOT require a Stormwater Management Plan, explain why:
The' project consists of the construction of a new sewer line. No other impacts are anticipated.
2d: If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan: .
N/A
::q'
,2e. , Who.will be'responsible.for,the review of the Stormwater,Management Plan?
1;,,,,�'Certified Local Government Stormwater Review.:

F. Supplementary Information
1': Environmental Documentation (DWQ Requirement)
fa. Does the project involve an expenditure of public (federal/state/local) funds or the
Yes
❑ No
use of public (federal/state) land?
1b. If you answered ",yes" to the above, does the project require preparation of an
State
❑X Yes
❑ No
environmental document pursuant to the requirements of the National or
,(North�Carolina) Environmental Policy Act (NEPA/SEPA)? ,
1 c. If you answered. "yes" to theabove, has the document review been finalized by the
State Clearing ouse? -(If so, attach a copy of the NEPA or SEPA final approval
❑ Yes
❑X No
letter.) NRTR Submitted to NCDOT for Approval
Comments:
2. Violations-(DWQ Requirement)
2a. Is the site in violation_ of. DWQ Wetland Rules (15A NCAC 2H .050.0),. Isolated.
Wetland Rules (15A NCAC�2H .1300), DWQ Surface Water orWetland Standards,
Ye s,'
❑X No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after -the factl3ermit application?
❑Yes
M No '
2c.' If you' answered "yes" to one or both of the above questions, providean explanation of the violation(s):
3. - Cumulative Impacts, (DWQ Requirement).,
3a'. 1Nilhthisprdoct (based on past and reasonably'an'ticipated future'impacts) result in
Yes
❑X No
additional develo menti which could im act nearby downstream water' uali
p P Y q _ tY . .
3b. If you answered °yes" to the above, submit a qualitative or'.quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.:
4. Sewage Disposal (DWQ Requirement)
,4a. Clearly detail th`e ultimate treatment methods anddisposition (non-discharge'or discharge) of wastewater generated. from
the proposed.project;' or available capacity of,the subject facility:
%
N/A
4

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
Yes ® No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
® Yes ❑ No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted.
Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
GIS Shapefiles - Natural Heritage Element Occurrences (October 2015): Although small areas of potential habitat for dwarf flowered heartleaf
(Hexastylis naniflora) did exist within the proposed right of way, no specimens of Hexastylis were noted during the survey of the area.
6. Essential Fish Habitat (Corps Requirement)
6a.Will this project occur in or near an area designated as essential fish habitat?
Yes QX No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
NOAA Essential Fish Habitat Mapper v3.0
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
govemments have designated as having historic or cultural preservation
0 Yes ❑X No '
status (e.g.,��National Historic Trust designation or properties significant in
North Carolina history' and archaeology)?
7b. What data sources did you use to determine whether yoursite would impact historic or archeological resources?
Ms. Terri Russ (ESI Archaeologist) visited .the Office of State Archaeology (NC SHPO).
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?
QX Yes ElNo
8b. If yes, explain how project meets FEMA requirements:
No Fill will be placed in the floodplain. Trenches will be dug to install the "sewer line and then the areas will be restored to pre -construction contours.
8c. What source(s) did you use to make the floodplain determination?
FEMA Flood Insurance Rate Maps - FIRM Panels 3710474800J,'3710475800J, 3710474700J, 3710474600J, 3710475600J, 3710475500J, alI
effective March 18, 2008.
S. Paul Petitgout
12-1.5-15
ApplicanVAgent's Printed Name
Date
Applicant/Agent's Signature
(Agent's signature is valid only if an; authorization
letter from the applicant is rovided.)
Page 10 of 10

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IMPACTED WETLANDS and STREAMS - OVERALL MAP
SEE SHEET 2 FOR
LOCATIONS OF:
IMPACT #i
IMPACT #2
IMPACT #3
IMPACT#4 \.
I
Iti-.IS�o F {
M
I O
i r
North Statesville Sewer System Extension
Statesville, North Carolina 1/0
L
�. f
100 YR
FLOODPLAIN
CUMULATIVE IMPACT
Dept.
' � &0
�5
LenJArea
Impact#1
Stream
15 U.
Impact #2
Stream
15Lf.
SEE SHEET 3 FOR
Stream
15 Lf.
LOCATIONS OF:
Steam
15 U.
Impact#5
Stream
15 Lf.
Impact#8
Stream
15 Lf.
IMPACT #7
Stream
15 Lf.
IMPACT #8
Stream
15 LfM
IMPACT #9
IMPACT#11
<1
M
I O
i r
North Statesville Sewer System Extension
Statesville, North Carolina 1/0
L
�. f
100 YR
FLOODPLAIN
CUMULATIVE IMPACT
Dept.
Type
LenJArea
Impact#1
Stream
15 U.
Impact #2
Stream
15Lf.
Impact#3
Stream
15 Lf.
Impact"
Steam
15 U.
Impact#5
Stream
15 Lf.
Impact#8
Stream
15 Lf.
Impact#7
Stream
15 Lf.
Impact #e
Stream
15 LfM
Impad
Impact#10
Impact#H
Total Stream
Taal Wetlan
j
GRAPHIC SCALE
.0 2000 4000 8000
1 inch = 4000ft.
R. Joe Hams & Associates, Inc.
Engineering • Planning • Management
ma.c 2v u:esde w�. Fvltla.ac saYml �.��i

IMPACTED WETLANDS and STREAMS - LOCATION MAP 1
pp
�\ c
�1
�1
1 \
I �
I
IMPACT #1
(See Sheet 4)
IMPACTS#2
(See Sheet 6)
/ 100 YR
FLOODPLAIN
� 1I\
L / \
r ✓ ` 'A
l IMPACT#3 \ \ \
North Statesville Sewer System Extension
Statesville, North Carolina
(See Sheet a)IMP/
(See Sh etl GRAPHIC SCALE
(See Sheet l0)
/ o aoo soo ixoo
/ 1 inch = 600 ft.
�— R. Joe Harris & Associates, Inc.
Engineering • Planning • Management
"��"' mevc�rwr.m mtrmru.icsulm,w�
I

IMPACTED WETLANDS and STREAMS - LOCATION MAP 2
•A
OM
IMPACT
n$r:
IMPACT #8 (See Sheet 18)
\ IMPACTS #7 & #10 (See Sheets 16 & 22)
\ IMPACT #6 (See Sheet 14)
\ I IMPACT #5 (See Sheet 12)
\�
IMPACT #11 (See Sheet 23) lll
\\
100YR
\ FLOODPLAIN
�1I
�J
IMPACT #9 (See Sheet 20)
— 1
a r
-
a / \
L_
North Statesville Sewer System Extension
Statesville, North Carolina
,awn Br CRB Date:12-10-2015 lRer
GRAPHIC SCALE
0 300 600 1200
1 inch = 600 ft.
R. Joe Harris & Associates, Inc.
Engineering • Planning • Management
m m cw>Er ate. s� � i. �. eaa �c mu1ro� mnw

IMPACT #1 PLAN VIEW - OPEN CUT SEWER LINE CROSSING STREAM "SA"
.......80 i
STREAM IMPACTS (THIS VIEW): *15.0 LF
NOTE:
ALL TEMPORARY GRADE CROSSINGS WILL BE RETURNED TO
ORIGINAL GRADE (PRE-CONSUCTION CONTOURS) & THE BANKS
STABILIZED (SEE SHEET 24).
North Statesville Sewer System Extension
Statesville, North Carolina
IMPACT #1
TEMPORARY STREAM CROSSING
(INCLUDES PIPE INSTALLATION &
ACCESS). *15LF
STREAM TOP OF BANK
GRAPHIC SCALE
0 25 50 100
1 inch = 50 ft.
R. Joe Harris & Associates, Inc.
Engineering - Planning • Management
mmca¢ra:.�.sm m�.r ra ac vv�oeP�r¢axo

IMPACT #1 PROFILE VIEW - OPEN CUT SEWER LINE CROSSING STREAM "SA"
PROP. PUMP
STATION
1780 _.. _.. ...
1770
1760 0+00 ---
PROP. SANITARY
SEWER FORCE MAIN
-- PROP. GRADE
i
EXIST. GRADE
co O O /
Xi
\-,4,— STREAM BANK
I STABILIZATION - LIVE
STAKE (SEE DETAIL)
HOR. SCALE:
50 0 25 50
1 inch = 50ft.
VER. SCALE:
5 0 2.5 5
I
1 inch = 5ft.
North Statesville Sewer System Extension R. Joe Harris & Associates, Inc.
Statesville, North Carolina =
Drawn By., CRB Date:1 —1 — 1 Rev:
K Engineering •Planning •Management
m em ea¢v a;.•. � a i. F.. nm. se suamr me.iw
Fn nin P. pr CRR I Scale- As Shown I Sheet: 5 OF 24 _

IMPACT #2 PLAN VIEW - OPEN CUT SEWER LINE CROSSING STREAM "SB"
4I` /
�I
I
I
100 YR /', 0 / 100 YR
'FLOODPLAIN r ,FLOODPLAIN
/ L:''?.. ....../....; IMPACT #2
TEMPORARY STREAM
CROSSING (INCLUDES PIPE
INSTALLATION & ACCESS).
`W ±15LF
�S
OSTREAM TOP OF BANK
/
PROPOSED SEWER
/ FORCE MAIN
10
40�
STREAM IMPACTS (THIS VIEW): ±15.0 LF
NOTE:
ALL TEMPORARY GRADE CROSSINGS WILL BE RETURNED TO
ORIGINAL GRADE (PRE-CONSUCTION CONTOURS) & THE BANKS
STABILIZED (SEE SHEET 24).
North Statesville Sewer System Extension I
Statesville, North Carolina
GRAPHIC SCALE
0 25 50 100
1 inch = 50 ft.
R. Joe Harris & Associates, Inc.
Engineering • Planning • Management

IMPACT #2 PROFILE VIEW - OPEN CUT SEWER LINE CROSSING STREAM "SB"
Iso
I
i
_
I
0 m
EXIST. GRADE
PROP SANITARY
SEWS FORCE MAIN ....
STREAM BANK
STABILIZATION - LIVE
STAKE (SEE DETAIL)
750 .__
L �
i
740
23
00
941no.--
1
i
HOR. SCALE:
50 0 25 50
i1 inch = 50ft
VER. SCALE:
5 0 2.5 5
1 inch = 5ft
North Statesville Sewer System Extension
R. Joe Hams & Associates, Inc.
Statesville, North Carolina
Engineering •Planning •Management
Drown By CPR Dote: Y 2— — 2ni 131 Re,
_ -
lilm Cw@vPic Aee ro4Fn W.ac19A�(Rilt9-19w
Eno/neer., CRB Scale: As Shown I Sheet: 7 OF 24

IMPACT #3 PLAN VIEW - OPEN CUT SEWER LINE CROSSING STREAM "SB"
\\ \ \\ \
\
A-
...
100YR
FLOODPLAIN v 100 YR
FLOODPLAIN
IMPACT#3
TEMPORARY STREAM CROSSING
/ } \
(INCLUDES
±RSIE PF INSTALLATION &
28 S/ STREAM TOP OF BANK
PROPOSED SEWER
FORCE MAIN
i
STREAM IMPACTS CrHIS VIEW): ±15.0 LF
NOTE:
ALL TEMPORARY GRADE CROSSINGS WILL BE RETURNED TO
ORIGINAL GRADE (PRE-CONSUCTION CONTOURS) & THE BANKS
STABILIZED (SEE SHEET 24).
North Statesville Sewer System Extension
Statesville, North Carolina
GRAPHIC SCALE
0 25 50 100
1 inch = 50 ft.
R. Joe Harris & Associates, Inc.
Engineering • Planning • Management
memr�rnm..ve io�,wn�w.scvayem�manc

IMPACT #3 PROFILE VIEW - OPEN CUT SEWER LINE CROSSING STREAM "SB"
750 _.. .
0]
0
0
0
EXIST. GRADE
PROP. SANITARY
SEWER FORCE MAIN
_
STREAM BANK
STABILIZATION - LIVE -._--
I I
I
f
STAKE (SEE DETA11_ .__ '
-
I i
I
II
I
740 -
i
I
II
I
�
i
730-_—.._— 3+00
44
I
00
I
I
HOR. SCALE:
50 0 25 50
1 inch = 50ft.
VER. SCALE:
5 0 2.5 5
1 inch = 5ft.
North Statesville Sewer System Extension
R. Joe Harris & Associates, Inc.
Statesville, North Carolina
Engineering -Planning •Management
RJH
Drawn Br CRB Date: i2_1n_qniJRe,
En ineer.• CRB I Scale: As Shown I Sheet: 9 OF 24

IMPACT #4 PLAN VIEW - OPEN CUT SEWER LINE CROSSING STREAM "SY
100 YR
/ill i
FLOODPLAIN
STREAM TOP OF
i BANK /
IMPACT if4
TEMPORARY STREAM CROSSING
(INCLUDES PIPE INSTALLATION &
/ ACCESS). ±15LF
PROPOSED SEWER
FORCE MAIN
/ 444 100 YR FLOODPLAIN
i y44 /
o
/y
/*
STREAM IMPACTS (THIS VIEW): ±15.0 LF
GRAPHIC SCALE
0 25 50 100
NOTE:
ALL TEMPORARY GRADE CROSSINGS WILL BE RETURNED TO
ORIGINAL GRADE (PRE-CONSUCTION CONTOURS) & THE BANKS
STABILIZED (SEE SHEET 24). 1 inch = 50 ft.
North Statesville Sewer System Extension R. Joe Harris & Associates, Inc.
Statesville, North Carolina
Engineering •Planning •Management
rown B . CRB Dote: _ _ Rev:
m r car oma. � ,a i. r,., era.:� mutme mx.,vn

IMPACT #4 PROFILE VIEW - OPEN CUT SEWER LINE CROSSING STREAM "SY
760
I
I
i
m m
o
0
I
i
EXIST. GRADE
PROP. SANITARY j
750 SEWER FORC MAIN
I
—
STREAM BANK
_
STABILIZATION - LIVE
/
\
STAKE (SEE DETAIL)
I
I �
\ J
I
740_..---
56+00
___._—L... _.... 57+00
HOR. SCALE:
i
50 0 25 50
1 inch = 60ft.
730...._. _}._......
_,_.
i
....
VER. SCALE:
_.._
5 0 25 5
i
1 inch = 5ft.
North Statesville Sewer System Extension
R. Joe Harris & Associates, Inc.
Statesville, North Carolina
Engineering •Planning •Management
Drawn By CRB Date: _ _ Rev:
- -
�n � cox u.c aw wt ro`�ra. ac mm�aq ®.nsu
En ineer CRB Scale. As Shown I Sheet: II OF 24

IMPACT #5 PLAN VIEW - OPEN CUT SEWER LINE CROSSING STREAM "SF"
100 YR FLOODPLAIN
CENTERLINE STREAM \
,\ TEMPORARY STREAM CROSSING
(INCLUDES PIPE INSTALLATION &
ACCESS). ±15LF
TCLAD CSP: \-:°. .. ... ......
STREAM IMPACTS (THIS VIEW): ±15.0 LF
GRAPHIC SCALE
0 25 50 ion
NOTE:
ALL TEMPORARY GRADE CROSSINGS WILL BE RETURNED TO
ORIGINAL GRADE (PRE-CONSUCTION CONTOURS) & THE BANKS
STABILIZED (SEE SHEET 24). 1 inch = 50 fL
North Statesville Sewer System Extension R. Joe Hams & Associates, Inc.
Statesville, North Carolina
- Engineering •Planning •Management
rawn By. CRB Date: _ Rev:
- c+eArva:ia„•. s:: ioi.em�uo.acnue,em,em.i�s

IMPACT #5 PROFILE VIEW - OPEN CUT SEWER LINE CROSSING STREAM "SF
M m
0 0
EXIST. GRADE
PROP. SANITARY
— / SEWER FORCE MAIN
North Statesville Sewer System Extension
Statesville, North Carolina
STREAM BANK
STABILIZATION - LIVE
STAKE (SEE DETAIL)
HOR. SCALE:
50 0 25 50
1 inch = 50ft.
VER. SCALE:
5 0 2.5 5
1 inch = 5ft.
R. Joe Harris & Associates, Inc.
Engineering • Planning • Management
�_ �n ae cw�x o,�...see. �oi.ranero.scauN�l m -ice

IMPACT #6 PLAN VIEW - OPEN CUT SEWER LINE CROSSING STREAM "SG"
\ STREAM TOP OF BANK
\ IMPACT #6
..:' `.
TEMPORARY
REAM CROSSING
1'. (INCLUDESPIPE INSTALLATION &
TEMP, SSE < ' — ACCESS). ±15LF /
20' SSE PROPOSED SEWER —( \
f—MIRCE MAIN \�7
FM FM FM _
... .... —!_ I
STREAM IMPACTS (THIS VIEW): ±15.0 LF
GRAPHIC SCALE
NOTE: 0 25 50 100
ALL TEMPORARY GRADE CROSSINGS WILL BE RETURNED TO
ORIGINAL GRADE (PRE-CONSUCTION CONTOURS) & THE BANKS
STABILIZED (SEE SHEET 24). 1 inch = 50 ft.
North Statesville Sewer System Extension R. Joe Harris & Associates, Inc.
Statesville, North Carolina
_ Engineering •Planning •Management
Drown By CRB Dote:Rev:
— — ma, cw�raecsme m.wnxsscs�elmlmi-ixn

IMPACT #6 PROFILE VIEW - OPEN CUT SEWER LINE CROSSING STREAM "SG"
i
i
I
i
i °
i
i
--....._._....._._.__,
M PROP; SANITARY STREAM BANK
SEWiR FORCE MAIN STABILIZATION -LIVE
\ STAKE t}SEE DETAIL)
I
i
i
i
i
I
790 221+00 -... _. _.._g2 -mac
HOR. SCALE:
50 0 25 50
i
1 inch = 50ft.
VER. SCALE:
5 0 2.5 5
1 inch = 5ft.
North Statesville Sewer System Extension R. Joe Harris & Associates, Inc.
Statesville, North Carolina ? ,
Drawn By CRB Date: _ _ Re,-
..
Engineering •Planning •Management
_ � mmc.�vv�.cs:e wi.Fmerm.nc Pioglvplmrxr
En sneer: CRB Scale: As Shown I Sheet: 15 OF 24

IMPACT #7 PLAN VIEW - OPEN CUT SEWER LINE CROSSING STREAM "SH"
SEE SHEET 22 FOR Y
IMPACTED WETLANDS I Y Y Y
Y Y Y Y Y
y Y y Y y Y Y y
Y I Y Y Y Y y Y Y y y
y Y Y Y y Y Y Y y Y Y V
y I ..
Y Y Y Y Y y Y Y y
Y Y Y Y Y Y Y Y Y Y Y Y LL
TEMP. SSE_
Y Y y Y Y
20'SSE
PROPOSED SEWER
FORCE MAIN
—
FMFM
�FAI�-
_�_ Fy _
At
IMPACT #3 �— _
TEMPORARY STREAM CROSSING —
(INCLUDES PIPE INSTALLATION & 60
ACCESS). 315LF \ \
CENTERLINE OF STREAM
�►
100 YR FLOODPLAIN -�7 �— \
STREAM IMPACTS (THIS VIEW): 315.0 LF
NOTE:
ALL TEMPORARY GRADE CROSSINGS WILL BE RETURNED TO
ORIGINAL GRADE (PRE-CONSUCTION CONTOURS) & THE BANKS
STABILIZED (SEE SHEET 24).
North Statesville Sewer System Extension
Statesville, North Carolina
GRAPHIC SCALE
0 25 50 100
1 inch = 50 ft.
R. Joe Harris & Associates, Inc.
Engineering • Planning • Management

IMPACT #7 PROFILE VIEW - OPEN CUT SEWER LINE CROSSING STREAM "SH"
bio
Co m
0 0
EXIST. GRADE
PROP. SANITARY'
STREAM BANK I
-LIVE I
SEWER FORCE MAIN
.STABILIZATION
\',STAKE (SEE DETAIL)
227+00
HOR. SCALE:
790.--.
..._.....226+00
_.- ____. -
50 0 25 5o
-
1 inch = 50ft.
VER. SCALE:
5 0 2.5 5
1 inch = 5ft.
North Statesville Sewer System Extension
R. Joe Harris & Associates, Inc.
Statesville, North Carolina
Engineering •Planning •Management
IE]hnfAYEYDmt 4sx IOI.Fvt"iSSCE9N1�OF1W
Drown By CRB Date: 15,—in-9nid 15,——Reu
Engineer., CRB Scole: As Shown I Sheet: 17 OF 24

IMPACT #8 PLAN VIEW - OPEN CUT SEWER LINE CROSSING STREAM "SI"
A
100 YR FLOODPLAIN
CENTERLINE OF STREAM
+ + IMPACT #8 /
+ W + PROPOSED SEWER CROSSING
1890 STREAM ±5 LF
%9
TEMP- SSEFkf Fig
SSE
- PROPOSED SEWER \
_ _---- FORCE MAIN
100 YR FLOODPLAIN
i
l
STREAM IMPACTS (THIS VIEW): ±15.0 LF ,
GRAPHIC SCALE
0 25 50 100
NOTE:
ALL TEMPORARY GRADE CROSSINGS WILL BE RETURNED TO
ORIGINAL GRADE (PRE-CONSUCTION CONTOURS) & THE BANKS
STABILIZED (SEE SHEET 24). 1 inch = 50 ft.
North Statesville Sewer System Extension ;_. R. Joe Harris & Associates, Inc.
Statesville, North Carolina
Engineering •Planning •Management
rown Br CRB I Dote: Y2-1n-2nid Rev
u'rem ca¢rmmosm:,ai,eUasc m+ww�em..xr

1810
IMPACT #8 PROFILE VIEW - OPEN CUT SEWER LINE CROSSING STREAM "SI"
EXIST. GRADE
PROP. SANITARY
SEWER FORCE MAIN
m m
0 0
North Statesville Sewer System Extension
Statesville, North Carolina
STREAM BANK
j STABILIZATION - LIVE
STAKE (SEE DETAIL)
J
HOR. SCALE:
._... 50 0 25 50
1 inch = 50ft.
VER. SCALE:
5 0 2.5 5
1 inch = 5it.
RJH R. Joe Harris & Associates, Inc.
Engineering • Planning • Management

IMPACT #9 PLAN VIEW - OPEN CUT SEWER LINE CROSSING STREAM "SL"
cb
F►`J
PROPOSED SEWER
FORCE MAIN
/ STREAM TOP OF BANK
IMPACT #9
TEMPORARY STREAM CROSSING
\ (INCLUDES PIPE INSTALLATION &
ACCESS).±15LF
CIO
STREAM IMPACTS (THIS VIEW): ±15.0 LF
NOTE:
ALL TEMPORARY GRADE CROSSINGS WILL BE RETURNED TO
ORIGINAL GRADE (PRE-CONSUCTION CONTOURS) & THE BANKS
STABILIZED (SEE SHEET 24).
North Statesville Sewer System Extension
Statesville, North Carolina
rown By CRB Date: — — qnil R v`.:.
GRAPHIC SCALE
0 25 50 100
I inch = 50 ft.
R. Joe Hams & Associates, Inc.
Engineering • Planning • Management
M,,. rA ,Y.., Sii.NIF tIGO.SC 2.N%3).. f

IMPACT #9 PROFILE VIEW - OPEN CUT SEWER LINE CROSSING STREAM "SU
M m
0 0
EXIST. GRADE
PROP. SANITARY
SEWER FORCE MAIN.
1
STREAM BANK
STABILIZATION - LIVE
I
STAKE (SEE DETAIL)
�I
1 I
HOR. SCALE
50 0 25 50
1 inch = 50ft.
VER. SCALE:
5 0 2.5 5
1 inch = 5ft.
North Statesville Sewer System Extension _ R. Joe Harris & Associates, Inc.
Statesville, North Carolina
Engineering •Planning •Management
rown BIp,. CRB Dote: Rev
IZI&afAVV Ilne.9mk IOI,Im Y�➢.ACA.W(�)}ryll�

IMPACT #10 PLAN VIEW - WETLAND "WA"
IMPACT #10 w
WETLAND ±0.01 AC I
W W
W w w w W
w I W W W W W W W w w
w I w w w W W w W w W W W
EMP. SSE
W W W W J
2.O SSE
— FIA FM
0 — JEL _
100 YR
FLOODPLAIN
WETLANDS IMPACTS (THIS VIEW): 0.01 AC.
North Statesville Sewer System Extension
Statesville, North Carolina
.1N
FAjFU
7
190 k _
GRAPHIC SCALE
0 25 50 100
I inch = 50 ft.
R. Joe Harris & Associates, Inc.
Engineering • Planning • Management
m am agr a+.s s:z w i, Fm ru. sc smgw, �.nw
SEE SHEET 16
FOR TEMPORARY STREAM IMPACTS:7
CENTERLINE OF STREAM /
PROPOSED SEWER J
_
FORCE MAIN
100 YR
FLOODPLAIN
WETLANDS IMPACTS (THIS VIEW): 0.01 AC.
North Statesville Sewer System Extension
Statesville, North Carolina
.1N
FAjFU
7
190 k _
GRAPHIC SCALE
0 25 50 100
I inch = 50 ft.
R. Joe Harris & Associates, Inc.
Engineering • Planning • Management
m am agr a+.s s:z w i, Fm ru. sc smgw, �.nw

North Statesville Sewer System Extension
Statesville, North Carolina
GRAPHIC SCALE
0 25 50 0
1 inch = 50 ft.
R. Joe Harris & Associates, Inc.
Engineering • Planning • Management
IMPACT #11
PLAN VIEW - WETLAND "WB"
PROPOSED_ .—
I
PUMP
STATION
�
O
-
L FM
9
I-
Y
Y//• Y•Y\
Y
Y 41Y
Y
W Y
Y
Y Y
p�W
W
•
��
Y
Y
I Y ',� Y :'Y
Y
•Y Y
Y
y
Y
Y
: Y Y Y Y Y
Y
.....{�.:
Y
Y
I Y Y
y Y
y
y
Y
y
Y Y
Y Y•Y
Y Y
Y Y
Y Y
W W Y Y W
Y Y
Y
Y
Y Y
Y� W Y
•Y/ Y
Y Y
Y Y
I Y Y
y Y Y Y Y
Y Y
Y
Y
Y Y
Y Y I Y Y
Y Y
Y Y
Y Y
II Y .•�
Y
W y Y W Y
Y
Y Y
Y
Y
I Y� 'f Y
Y Y
W Y
Y
Y
W Y
Y Y Y Y Y
Y Y
Y
Y
Y Y
WI Y I W Y
Y Y
Y Y
Y Y
ry�ry
Y I�
Y
Y Y Y Y Y
Y
Y Y
Y
Y
Iy
Y Y •y •y y
y •y
•y
y
•y 'Y
`Y 'Y Y
J
y y
W'.Y Y
Y
y
y y y y y
y
y y
Y
Y
� Y •� Y
Y: Y
W Y
Y
Illly
Y
Y Y Y Y Y
Y
Y Y
Y.
Y
Iy Y 4
•Y Y
Y Y
Y
Y
W Y
M
YON
Y W
W Y
Y
W
IY Y
Y
Y W W Y W
Y
Y Y
W
Y
INS W
Y �m
Y Y
Y Y
W Y
Y
Y Y Y Y
Y Y
Y
Y
Y Y
Y m y
Y Y
Y Y
Y Y
I Y
wkY
Y Y
Y
Y
Y
'{•
y
Y
Y Y
Y y
Y
y
Y
IY
,`...Y
.. Y,
W Y
y� y y
y y
Y Y
Y Y
Y
W
W
Y
w I Y Y
Y Y
Y Y
Y YI
Y
IMPACT#11
W
Y
W Y
I Y T Y
Y Y Y Y
Y Y
Y Y
Y Y
Y Y
Y
Y
Y Y
Y Y
Y
WETLAND ±0.24 AC
Y Y
Y Y
Y Y
Y
Y
Y Y
I
PROPOSED SEWER
Y
Y rsw
Y Y
Y Y
Y
FORCE MAIN
WETLANDS IMPACTS (THIS VIEW): 0.24 AC.
North Statesville Sewer System Extension
Statesville, North Carolina
GRAPHIC SCALE
0 25 50 0
1 inch = 50 ft.
R. Joe Harris & Associates, Inc.
Engineering • Planning • Management

NOTES FOR STREAM BANK STABILIZATION:
1.
LIVE STAKES SHALL BE APPROXIMATELY Zr IN LENGTH
2.
LIVE STAKES SHALL BE 05'- 1.S IN DIAMETER AT TIME
/. UPON COMPLETION OF STREAM CROSSING WORK, CONTRACTOR SHALL BACKFILL
OF PLANTING
AND MECHANICALLY TAMP (NO SPECIFIC DENSITY) SOILS INTO PLACE AND DRESS
3.
LIVE STAKES SHALL BE BLACK WILLOW OR SPECIES
DISTURBED SURFACES.
SPECIFIED BY COE/DHEC OR CONSULTANT
2. BEGINNING AT A POINT 7 ABOVE WATER SURFACE ELEVATION, GRASS DISTURBED
24"t 4.
SPECIES SHALL BE DORMANT AT TIME OF ACQUISITION
AREAS (SEED. FERTILIZER 6 STRAW MULCH) STREAM BANK TOP OF BANK AND
AND PLANTING AND LOCALLY GROW WHARVESTED
DISTURBED AREAS UPLAND OF STREAM.
3. INSTALL COIR FIBER NETIMAT STARTING MINIMUM IY BELOW WATER SURFACE
5.
LIVE STAKES SHALL BE SPACED TO.C.
ELEVATION AND EXTENDING A MINIMUM V BEYOND TOP OF BANK MINIMIM
S.
LIVE STAKES SHALL BE PLANTED A MINIMUM OF 18' IN
SPECIFICATIONS FOR COIR FIBER NET/MAT AS FOLLOWS:
DEPTH WITH NO MORE THAN 4'-8' OF STAKE EXPOSED
- MIN THICKNESS OF 0.30 INCHES
- 100% COCONUT FIBER AND WOVEN INTO TWINE
- AVG. WEIGHTOF 20 OUNCES/SOND.
LIVE STAKE DETAIL
4. COIR FIBER NET/MAT SHALL BE SECURELY HELD IN PLACE WITH USE OF WOODEN
STAKES AND WIRE STAPLES (AS NEEDED).
5. INSTALL LIVE STAKES BEGINNING AT WATER SURFACE ELEVATION AND EXTENDING
2 VERTICAL FEET UP THE STREAM BANK SEE LIVE STAKE DETAIL FOR ADDITIONAL
REQUIREMENTS.
S. INSTALL SILT FENCE WNARE REINFORCEMENT ALONG TOP OF BANK (ADJACENT TO
END OF COIR FIBER NET/MAT) FOR WIDTH OF DISTURBED SOILS.
INSTALL SILT FENCE
EXTEND COIR FIBER MAT REINFORCED WITH HOG
5'
1I WIREATTOPOFSANK
(EDGE OF COIR FIBER
NET/MAT)
COIR FIBER NET/MAT
GRASS (SEED, MULCH 8 FERTILIZE
REMAINING DISTURBED STREAM E
AREAS INCLUDING TOPS OF BANK
(UNDER COIR NET/MAT
LIVE STAKE (WILLOWS OR
SPECIES APPROVED BY
COE/DHEC) FOR FIRST 24'
ABOVE NORMAL WATER
SURFACE ELEVATION
EXTEND COIR FIBER NET/MAT
12 -BELOW WATER SURFACE
ELEVATION
STREAM BANK STABILIZATION - LIVE STAKE
TYPICAL. DETAIL - N.T.S.
North Statesville Sewer System Extension
Statesville, North Carolina
tut KucK (*M 1 ort rtnrvrti,
V BE USED TO REFORM
TEAM BANK (STACKED). 18' OF
L SHALL COVER STREAM
E FACE OF ROCK STACK
E OF ROCKTO ANCHOR BANK
)PTK)NAL)
R. Joe Harris & Associates, Inc.
Engineering • Planning • Management