20171570 Ver 1_401 Application_20171217

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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
1 a.
Type(s) of approval sought from the Corps:
❑X Section 404 Permit ❑ Section 10 Permit
1 b.
Specify Nationwide Permit (NWP) number: 18.27 or General Permit (GP) number: RGP197800056
1 c.
Has the NWP or GP number been verified by the Corps?
❑ Yes ❑X No
1 d.
Type(s) of approval sought from the DWQ (check all that apply):
NX 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑X 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 ❑X No
For the record only for Corps Permit:
❑ Yes NX 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
1 g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes ❑X No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ YesX❑ No
2.
Project Information
2a.
Name of project:
Town Commons Kayak Launch
2b.
County:
Pitt
2c.
Nearest municipality / town:
Greenville
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 Greenville
3b.
Deed Book and Page No.
MB25-175
3c.
Responsible Party (for LLC if
applicable):
Lamarco Morrison, MSCM, Parks Planner, City of Greenville
3d.
Street address:
200 West Fifth Street
3e.
City, state, zip:
Greenville, NC 27835-7207
3f.
Telephone no.:
252-329-4432
3g.
Fax no.:
252-329-4435
3h.
Email address:
[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:
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:
Becky L. Ward, PE
5b.
Business name
(if applicable):
Ward Consulting Engineers, PC
5c.
Street address:
4805 Green Road, Suite 100
5d.
City, state, zip:
Raleigh, North Carolina 27616-2848
5e.
Telephone no.:
919-870-0526
5f.
Fax no.:
919-870-5359
5g.
Email address:
[e-mail]
Page 2 of 10

B.
Project Information and Prior Project History
1.
Property Identification
1a.
Property identification no. (tax PIN or parcel ID):
4688426946, 4688329979
1b.
Site coordinates (in decimal degrees):
Latitude: 35.615 Longitude: -77.3688
1 c.
Property size:
19.92 acres
2.
Surface Waters
2a.
Name of nearest body of water to proposed project:
Tar River
2b. Water Quality Classification of nearest receiving water:
QNSW
2c.
River basin:
Tar
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:
Please see documentation attachment
3b.
List the total estimated acreage of all existing wetlands on the property: 0
3c.
List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 1,650
3d. Explain the purpose of the proposed project:
Please see documentation attachment
3e. Describe the overall project in detail, including the type of equipment to be used:
Please see documentation attachment
4.
Jurisdictional Determinations
4a.
Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (includingall prior phases in the past?
❑ Yes ❑ No ❑X Unknown
Comments:
4b.
If the Corps made the jurisdictional determination, what type
of determination was made?
❑ Preliminary ❑ Final
4c.
If yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
4d.
If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
5.
Project History
5a.
Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑ Yes ❑ No ❑X Unknown
5b. If yes, explain in detail according to "help file" instructions.
Please see attached supplemental documentation attached for further information.
6.
Future Project Plans
6a.
Is this a phased project?
❑ Yes ❑X No
6b.
If yes, explain.
Page 3 of 10
PCN Form — Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑ Wetlands ❑X Streams — tributaries ❑X 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.
Wetland impact
number
Permanent (P) or
Temporary T
2b.
Type of impact
2c.
Type of wetland
2d.
Forested
2e.
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2f.
Area of
impact
(acres)
W1
Choose one
Choose one
Yes/No
-
W2
Choose one
Choose one
Yes/No
W3 -
Choose one
Choose one
Yes/No
W4 -
Choose one
Choose one
Yes/No
W5 -
Choose one
Choose one
Yes/No
W6 -
Choose one
Choose one
Yes/No
2g. Total Wetland Impacts:
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
Stream impact
number
Permanent (P) or
Temporary (T)
3b.
Type of impact
3c.
Stream name
3d.
Perennial (PER) or
intermittent (INT)?
3e.
Type of
jurisdiction
3f.
Average
stream
width
(feet)
3g.
Impact
length
(linear
feet)
S1 T
Riprap/Soil Lifts Stab.
Tar River
PER
Corps
15
57
S2 P
Floating Dock Abutment
Tar River
PER
Corps
15
15
S3 -
Choose one
S4 -
Choose one
S5 -
Choose one
S6 -
Choose one
3h. Total stream and tributary impacts
72
3i. Comments:
Please see documentation attachment
Page 4 of 10
PCN Form — Version 1.4 January 2009

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then indivi ually list all open water impacts below.
4a.
Open water
impact number
Permanent (P) or
Temporary T
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
01
Choose one
Choose
O2 -
Choose one
Choose
03 -
Choose one
Choose
04 -
Choose one
Choose
4f. Total open water impacts
0
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, the complete the chart below.
5a.
Pond ID number
5b.
Proposed use or
purpose of pond
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
P1
Choose one
P2
Choose one
5f. Total:
5g. Comments: NA
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a. Project is in which protected basin?
❑ Neuse ❑X Tar -Pamlico ❑ Catawba ❑ Randleman ❑ Other:
6b.
Buffer Impact
number —
Permanent (P) or
Temporary (T)
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1
impact
(square
feet)
6g.
Zone 2
impact
(square
feet)
B1 T
Construction Access
Tar River
No
1,100
360
B2 T
Grading
Tar River
No
1,300
0
B3 P
Concrete Sidewalk
Tar River
No
320
0
B4 -
Yes/No
B5 -
Yes/No
B6 -
Yes/No
6h. Total Buffer Impacts:
2,720
360
61. Comments: Please see documentation attachment
Page 5 of 10

D.
Impact Justification and Mitigation
1.
Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Please see documentation attachment
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Please see documentation attachment
2.
Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a.
Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
❑ Yes ❑X No
2b.
If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
2c.
If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
El Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3.
Complete if Using a Mitigation Bank
3a.
Name of Mitigation Bank:
3b.
Credits Purchased (attach receipt and letter)
Type: Choose one
Type: Choose one
Type: Choose one
Quantity:
Quantity:
Quantity:
3c. Comments:
4.
Complete if Making a Payment to In -lieu Fee Program
4a.
Approval letter from in -lieu fee program is attached.
❑ Yes
4b.
Stream mitigation requested:
linear feet
4c.
If using stream mitigation, stream temperature:
Choose one
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f.
Non -riparian wetland mitigation requested:
acres
4g.
Coastal (tidal) wetland mitigation requested:
acres
4h.
Comments:
5.
Complete if Using a Permittee Responsible Mitigation Plan
5a.
If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 6 of 10
PCN Form — Version 1.4 January 2009

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
❑ Yes ❑X No
buffer mitigation?
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
6c.
6d.
6e.
Zone
Reason for impact
Total impact
Multiplier
Required mitigation
(square feet)
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments:
Page 7 of 10

E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
1 a.
Does the project include or is it adjacent to protected riparian buffers identified
❑X 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.
Due to the proximity of the river and the limited sidewalk impacts no diffuse flow is planned for this 65 foot
long
❑ Yes ❑X No
sidewalk addition.
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
9
2b.
Does this project require a Stormwater Management Plan?
❑ Yes ❑X No
2c.
If this project DOES NOT require a Stormwater Management Plan, explain why:
The project is located in a developed park with a total of 11 % impervious. Within the project area the total
impervious is 9%.
2d.
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative
description of the plan:
2e.
Who will be responsible for the review of the Stormwater Management Plan?
N/A
3.
Certified Local Government Stormwater Review
3a.
In which localgovernment's jurisdiction is thisproject?
City of Greenville
❑X Phase II
0 NSW
3b.
Which of the following locally -implemented stormwater management programs
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c.
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑X 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):
❑X Session Law 2006-246
❑ Other:
4b.
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
5.
DWQ 401 Unit Stormwater Review
5a.
Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b.
Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 8 of 10
PCN Form — Version 1.4 January 2009

F.
Supplementary Information
1.
Environmental Documentation (DWQ Requirement)
1 a.
Does the project involve an expenditure of public (federal/state/local) funds or the
❑X Yes ❑ No
use of public (federal/state) land?
1 b.
If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes ❑X No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c.
If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
❑ Yes ❑ No
letter.)
Comments:
2.
Violations (DWQ Requirement)
2a.
Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑ Yes ❑X No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b.
Is this an after -the -fact permit application?
F1 Yes ❑X No
2c.
If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3.
Cumulative Impacts (DWQ Requirement)
3a.
Will this project (based on past and reasonably anticipated future impacts) result in
❑Yes ❑X No
additional development, which could impact nearby downstream water quality?
3b.
If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
4.
Sewage Disposal (DWQ Requirement)
4a.
Clearly detail the ultimate treatment methods and disposition (non -discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
N/A
Page 9 of 10
PCN Form — Version 1.4 January 2009

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
❑ Yes ❑X No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑ Yes ❑X No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted.
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
Pleas see attached supplemental information.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ❑X No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
The Essential Fish Habitat Mapping Program at www.habitat.noaa.gov/protection/efh/efhmapper/index.htmi was used to identify that the area as not
within an essential fish habitat. The project requires work on the bank of the stream only.
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
❑ Yes ❑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 your site would impact historic or archeological resources?
The NC Historical Preservation Office website (www.hpo.dcr.state.nc.us) was searched and no sites were listed for this property. In addition, no
architectural structures or archaeological artifacts were noted during preliminary surveys at the site.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?
❑X Yes ❑ No
8b. If yes, explain how project meets FEMA requirements:
A No -Rise flood study has been performed for the improvements to the site. No change in floodplain will occur as a result of the floating kayak launch
installation.
8c. What source(s) did you use to make the floodplain determination?
The effective models were obtained via NCFloodmaps.
Agnat.ure
/
Applicant/Agent's Printed Name n s Signature
Date
(Ageid only if an authorization
applicant isprovided.)
Page 10 of 10

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Town Common Floating Kayak Launch Photo Log, Greenville, NC
Photo 1: Southern river bank looking upstream at proposed Floating Kayak Launch location.
Photo 2: Parking lot area at the proposed walkway connection.
Photo 3: Southern river bank looking downstream at proposed Floating Kayak Launch and walkway
location.

Location Map, USGS Quad Map, NRCS Soils Map

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WARD CONSULTING ENGINEERS, PC
4805 Green Road, Suite 100 919 870-0526
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TOWN COMMONS KAYAK LAUNCH
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CITY OF GREENVILLE, NORTH CAROLINA
DATE: NOV 3. 2017
WARD CONSULTING ENGINEERS, PC
4805 Green Road, Suite 100 919 870-0526
Raleigh, NC 27616 FAX [phone]
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CITY OF GREENVILLE, NORTH CAROLINA
DATE: NOV 3. 2017
WARD CONSULTING ENGINEERS, PC
4805 Green Road, Suite 100 919 870-0526
Raleigh, NC 27616 FAX [phone]

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Greenville
NO R T H CARO L INA
Park Topographic Survey and Planting Plan:
THE EAST GROUP
324 Evans Street Greenville, NC 27858 Telephone: [phone]
Tar River Topographic Survey:
JARVIS CONSULTING, INC
212 South Main Street Bath, NC 27808 Telephone: [phone]
Kayak Launch
Greenville Recreation and Parks
2000 CEDAR LANE
GREENVILLE, NC 27858
WARD CONSULTING ENGINEERS, P.C.
FIRM LICENSE N0: C-2619
4805 Green Rd, Suite 100 Raleigh, NC 27616
Telephone [phone] Fax [phone]
Construction Documents
CIVIL - STRUCTURAL - PLANTING
INDEX OF SHEETS
Sheet No. Description
1 TITLE SHEET
2 GENERAL NOTES AND CONSTRUCTION SEQUENCE
3 OVERALL SITE PLAN
4 EROSION CONTROL PLAN
5 DEMOLITION PLAN
6 PROPOSED PLAN
7 BANK STABILIZATION PLAN
8 PLANTING PLAN
9 DECORATIVE HARDSCAPE PLAN
10 ACCUDOCK DETAILS
11 SITE, ABUTMENT, AND EROSION CONTROL DETAILS
12 MISCELLANEOUS DETAILS
Structural Consultant:
LYSAGHT & ASSOCIATES STRUCTURAL ENGINEERS
120 Saint Mary's Street Raleigh, NC 27605
Telephone: [phone]
V M ar
13344
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GENERAL NOTES:
1. CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF ALL EXISTING
UTILITIES INSIDE THE LIMITS OF DISTURBANCE. THE CONTRACTOR IS
RESPONSIBLE FOR HAVING ALL UTILITIES LOCATED 48 HOURS PRIOR TO
MOBILIZATION TO THE SITE. "CALL BEFORE YOU DIG." NORTH CAROLINA ONE
CALL CENTER, DIAL 811.
2. THE CONTRACTOR SHALL FOLLOW OSHA GUIDELINES AND UTILITY OWNER
GUIDELINES WHEN WORKING NEAR UTILITIES.
3. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THE MOST RECENTLY
ADOPTED EDITION OF THE TOWN OF CARY STANDARD SPECIFICATIONS.
4. CONTRACTORS SHALL VERIFY ALL DIMENSIONS IN FIELD. ANY DISCREPANCIES
THEREOF SHALL BE REPORTED TO THE OWNER AND DESIGNER, PRIOR TO
PROCEEDING WITH THE WORK.
5. NO TREES OR SHRUBS NOT SHOWN FOR REMOVAL ON THE PLANS SHALL BE
REMOVED WITHOUT AN APPROVAL FROM THE TOWN OF CARY THROUGH A PLAN
REVISION. WORK SHALL NOT COMMENCE WITHOUT THIS APPROVAL.
6. BASE TOPOGRAPHIC AND PLANIMETRIC INFORMATION GENERATED FROM FIELD
SURVEYS WITHIN THE PROJECT. TOPOGRAPHY SUPPLEMENTED WITH NC FLOODMAP
CONTOURS.
7. BENCHMARK CONTROLS ARE SHOWN ON THE EXISTING CONDITIONS PLAN. THE
CONTRACTOR IS RESPONSIBLE FOR PERFORMING THE CONSTRUCTION SURVEY.
THE DESIGNER WILL COORDINATE AVAILABLE AUTOCAD DRAWING FILES TO THE
SURVEYOR FOR THE PROPOSED DESIGN AND BASE SURVEY DATA OBTAINED IN
THE DESIGN PHASE OF THE PROJECT.
8. PLAN VERTICAL DATUM: NAVD 1988
9. PLAN HORIZONTAL DATUM: NC STATE PLANE COORDINATES NAD 83.
10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY
DAMAGED ITEMS DURING CONSTRUCTION INCLUDING BY NOT LIMITED
TO, EXISTING ROADS, SIDEWALKS, CURBING, LANDSCAPING, ETC.
11. CONTRACTOR SHALL MAKE EVERY EFFORT TO PREVENT DAMAGE TO
TREES WITHIN THE TREE PROTECTION AREA. IN THE EVENT OF
DAMAGE, REPAIR ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT
SYSTEM IMMEDIATELY.
A. ROOTS: REPAIR ROOTS BY CUTTING OFF DAMAGE AREAS AND
PAINTING THEM WITH TREE PAINT. SPREAD PEAT MOSS OR
MOIST TOPSOIL OVER EXPOSED ROOTS.
B. TREE BARK: REPAIR DAMAGE TO BARK BY TRIMMING AROUND
DAMAGED AREA, TAPER THE CUT TO PROVIDE DRAINAGE, AND
PAINT WITH TREE PAINT.
C. TREE LIMBS: CUT OFF ALL DAMAGED TREE LIMBS ABOVE THE
TREE COLLAR AT THE TRUNK OR MAIN BRANCH. USE A
SEPARATE CUT TO AVOID PEELING BARK FROM HEALTHY AREA
OF THE TREE.
12. FEMA FLOOD HAZARD AREAS ARE LOCATED ON THE SITE PER FIRM
3720468800K DATED JULY 7, 2014.
ACCESS, STAGING AND STOCKPILE AREA NOTES:
1. CONSTRUCTION EQUIPMENT LIMITED TO ONLY AREAS WITHIN THE LIMITS OF DISTURBANCE
AS SHOWN ON THE PLANS.
2. ALL AREAS OUTSIDE THE SHOWN LIMITS OF DISTURBANCE AREA TO REMAIN IN THEIR
NATURAL CONDITION.
3. THE CONTRACTOR SHALL ESTABLISH STOCKPILE AREAS WITHIN LOD AS SHOWN ON THE
PLANS TO CARRY OUT THE WORK. NO PAYMENT SHALL BE MADE TO REPAIR
ROAD/PARKING LOT.
SURFACES AS A RESULT OF STOCKPILE ACTIVITIES. THE CONTRACTOR IS RESPONSIBLE
FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL
STOCKPILES ON SITE AS WELL AS MATERIALS DELIVERED TO THE PROJECT SITE.
MATERIALS NOTES:
1. THE CONTRACTOR IS RESPONSIBLE FOR STOCKPILING ALL MATERIALS AS STATED ABOVE.
2. SITE SPOIL: ALL REMAINING EXCAVATED MATERIALS OTHER THAN TOPSOIL SHALL
BE CONSIDERED SITE SPOIL AND SHALL BECOME THE PROPERTY OF THE
CONTRACTOR TO PROPERLY DISPOSE OF OFFSITE IN AN APPROVED PERMITTED
LANDFILL OR RELATED PERMITTED FACILITY.
EROSION CONTROL NOTES:
1. SCHEDULING OF A PRECONSTRUCTION CONFERENCE WITH THE ENGINEERING DIVISION
IS REQUIRED PRIOR TO INITIATING LAND DISTURBING ACTIVITIES. FOR SCHEDULING
PLEASE CALL [phone]. A 24-HOUR NOTICE IS REQUIRED. NO PERSON
MAY INITIATE A LAND DISTURBING ACTIVITY BEFORE NOTIFYING THE CITY OF THE
DATE OF THE LAND DISTURBING ACTIVITY.
2.NO LAND DISTURBING ACTIVITY BEYOND THAT REQUIRED TO INSTALL APPROPRIATE
EROSION CONTROL MAY PROCEED UNTIL EROSION CONTROL MEASURES ARE
INSPECTED AND APPROVED BY THE CITY.
3.SEEDING AND MULCHING OR OTHERWISE PROVIDING GROUND COVER DEVICES OR
STRUCTURES SUFFICIENT TO RESTRAIN EROSION FOR ALL EXPOSED SLOPES IS
REQUIRED WITHIN 21 WORKING DAYS OF COMPLETING ANY PHASE OF GRADING.
4.CONTRACTOR SHALL INSPECT AND MAINTAIN ALL EROSION CONTROL DEVICES ON A
WEEKLY BASIS AND AFTER EACH MAJOR STORM EVENT. FAILURE TO MAINTAIN
EROSION CONTROL DEVICES MAY RESULT IN AN ISSUANCE OF STOP WORK ORDER
OR CIVIL PENALTIES UP TO $5,000 PER DAY OF VIOLATION. SITES UTILIZING
SEDIMENT TRAPS MUST ALSO SPECIFY A MAXIMUM DEPTH OF SEDIMENT PRIOR TO
CLEAN OUT.
5.THE CITY ENGINEER RESERVE THE RIGHT TO REQUIRE ADDITIONAL EROSION
CONTROL MEASURES SHOULD THE PLAN OR ITS IMPLEMENTATION PROVE TO BE
INADEQUATE.
6.ACCEPTANCE AND APPROVAL OF THIS PLAN IS CONDITIONED UPON COMPLIANCE
WITH FEDERAL AND STATE WATER QUALITY LAWS, REGULATIONS, AND RULES. IN
ADDITION, LOCAL CITY AND COUNTY ORDINANCES OR RULES MAY ALSO APPLY TO
THIS LAND DISTURBING ACTIVITY. APPROVAL BY THE CITY DOES NOT SUPERSEDE
ANY OTHER PERMIT OR APPROVAL.
a.PLEASE BE ADVISED OF THE RULES TO PROTECT AND MAINTAIN EXISTING
BUFFERS ALONG WATERCOURSES IN THE NEUSE AND TAR RIVER BASINS. THESE
RULES ARE ENFORCES BY THE DIVISION OF WATER QUALITY (DWQ). DIRECT ANY
QUESTIONS ABOUT THE APPLICABILITY OF THESE RULES TO YOUR PROJECT TO
THE REGIONAL WATER QUALITY SUPERVISOR, WASHINGTON REGIONAL OFFICE AT
[phone].
SEEDING AND MULCHING:
THE KINDS OF SEED AND FERTILIZER, AND THE RATES OF SEED, FERTILIZER, AND
LIMESTONE, SHALL BE STATED BELOW IF NOT STATED ON PLANTING STABILIZATION
PLANS HEREIN. DURING PERIODS OF OVERLAPPING DATES, THE KIND OF SEED TO
BE USED SHALL BE DETERMINED. ALL RATES ARE IN POUNDS PER ACRE.
ALL ROADWAY AREAS
MARCH 1 - AUGUST 31
SEPTEMBER 1 - FEBRUARY 28
50#
TALL FESCUE
50#
TALL FESCUE
10#
CENTIPEDE
10#
CENTIPEDE
25#
BERMUDAGRASS
HULLED
25#
BERMUDAGRASS
HULLED
500#
FERTILIZER
500#
FERTILIZER
4000#
LIMESTONE
4000#
LIMESTONE
WATER AND BORROW AREAS
MARCH 1 - AUGUST 31
SEPTEMBER 1 - FEBRUARY 28
75#
TALL FESCUE
50#
TALL FESCUE
25 #
BERMUDAGRASS
HULLED
25#
BERMUDAGRASS
HULLED
500#
FERTILIZER
500#
FERTILIZER
4000# _F
LIMESTONE
4000#
LIMESTONE
NOTE: 50# OF BAHIAGRASS MAY BE SUBSTITUTED FOR EITHER CENTIPEDE
OR BERMUDAGRASS ONLY UPON ENGINEERS REQUEST.
APPROVED TALL FESCUE CULTIVARS
2ND MILLENNIUM
CHIPPER
FOCUS
MASTERPIECE
QUEST
TITAN LTD.
AVENGER
CORONADO
GRANDE II
MATADOR
REBEL EXEDA
TITANIUM
BARLEXAS
COYOTE
GREENKEEPER
MATADOR GT
REBEL SENTRY
TOMOHAWK
BARLEXAS II
DAVINCI
GREYSTONE
MILLENNIUM
REGIMENT II
TACER
BARRERA
DYNASTY
INFERNO
MONTAUK
REMBRANDT
TROOPER
BARRINGTON
DOMINION
JUSTICE
MUSTANG 3
RENDITION
TURBO
BILTMORE
DUSTER
JAGUAR 3
OLYMPIC GOLD
SCORPION
ULTIMATE
BINGO
ENDEAVOR
KALAHARI
PADRE
SHELBY
WATCHDOG
BRAVO
ESCALADE
KENTUCKY 31
PARAISO
SIGNIA
WOLFPACK
CAYENNE
FALCON II,
III, IV, & V
KITTY HAWK
PICASSO
SILVERSTAR
CHAPEL HILL
FIDELITY
KITTY HAWK
2000
PIEDMONT
SOUTHERN
CHOICE II
CHESAPEAKE
FINESSE II
LEXINGTON
PURE GOLD
STETSON
CONSTITUTION
FIREBIRD
MAGELLAN
I PROSPECT
I TARHEEL
ON CUT AND FILL SLOPES 2:1 OR STEEPER CENTIPEDE SHALL BE APPLIED AT A RATE
OF 5 POUNDS PER ACRE AND ADD 20# OF SERICEA LESPEDEZA FROM JANUARY 1 -
DECEMBER 21.
FERTILIZER SHALL BE 10-20-20 ANALYSIS. A DIFFERENT ANALYSIS OF FERTILIZER MAY
BE USED PROVIDED THE 1-2-2 RATIO IS MAINTAINED AND THE RATE OF APPLICATION
ADJUSTED TO PROVIDE THE SAME AMOUNT OF PLANT FOOD AS A 10-20-20 ANALYSIS
AND AS DIRECTED.
ALL AREAS SEEDED AND MULCHED SHALL BE TACKED WITH ASPHALT. CRIMPING OF
STRAW IN LIEU OF ASPHALT TACK SHALL NOT BE ALLOWED ON PROJECTS.
CRIMPING STRAW MULCH:
CRIMPING SHALL BE REQUIRED ON PROJECT ADJACENT TO ANY SECTION OF ROADWAY
WHERE TRAFFIC IS TO BE MAINTAINED OR ALLOWED DURING CONSTRUCTION. IN AREAS
WITHIN SIX FEET OF THE EDGE OF PAVEMENT, STRAW IS TO BE APPLIED AND THEN
CRIMPED. AFTER THE CRIMPING OPERATION IS COMPLETE, AN ADDITIONAL APPLICATION OF
STRAW SHALL BE APPLIED AND IMMEDIATELY TACKED WITH A SUFFICIENT AMOUNT OF
UNDILUTED EMULSIFIED ASPHALT.
STRAW MULCH SHALL BE SUFFICIENT LENGTH AND QUALITY TO WITHSTAND THE CRIMPING
OPERATION.
CRIMPING EQUIPMENT INCLUDING POWER SOURCE SHALL BE SUBJECT TO THE APPROVAL
OF THE ENGINEER PROVIDING THAT MAXIMUM SPACING OF CRIMPER BLADES SHALL NOT
EXCEED 8".
SEQUENCE OF CONSTRUCTION
A. GENERAL SITE PREPARATION
1. THE CONTRACTOR IS REQUIRED TO PERFORM DATE STAMPED VIDEO INSPECTIONS
AND TAKE PHOTOGRAPHS OF THE PROPOSED CONSTRUCTION AREA, INGRESS AND
EGRESS ROUTES, ADJACENT PROPERTY'S DRIVEWAY, WALKWAY, TREES INCLUDING
TRUNK AND OVERSTORY, LANDSCAPING AND STRUCTURES, STAGING, AND
STOCKPILE AREAS BEFORE MOBILIZING TO THE SITE IN ACCORDANCE WITH THE
GENERAL CONDITIONS. APPROVAL TO MOBILIZE TO THE SITE SHALL NOT BE
GRANTED UNTIL THE CONTRACTOR HAS PROVIDED AND RECEIVED WRITTEN
APPROVAL OF THE CONTENT FROM THE CITY.
2. CONTACT NC 811 TO LOCATE EXISTING UTILITIES IN VICINITY OF CONSTRUCTION
LIMITS. PERFORM ALL UTILITY IDENTIFICATION AND MARKING/FLAGGING AS
NECESSARY.
3. COORDINATE WITH UTILITY COMPANIES TO RELOCATE OR PROTECT UTILITIES.
4. MOBILIZE CONSTRUCTION EQUIPMENT.
5. STAKE CONSTRUCTION LIMITS AS SHOWN ON THE PLANS OR AS DIRECTED BY THE
ENGINEER.
6. INSTALL SEDIMENT/EROSION CONTROL FENCING, INLET PROTECTION, TURBIDITY
CURTAINS, AND ALL OTHER EROSION CONTROL MEASURES AS NECESSARY AS
SHOWN ON THE EROSION CONTROL PLAN. THE CONTRACTOR SHALL EXERCISE
EVERY REASONABLE PRECAUTION THROUGHOUT THE CONSTRUCTION OF THE
PROJECT TO PREVENT EROSION, OFF-SITE SEDIMENTATION, AND SEDIMENT FROM
ENTERING THE TAR RIVER. WHEN THE MEASURES ARE COMPLETE CALL FOR AN
INSPECTION BY THE ENGINEER.
7. IDENTIFY STAGING AND STOCKPILE AREAS AS SHOWN ON PLANS. ALL EXCAVATED
MATERIAL SHALL BE STOCKPILED WITHIN STAGING AREAS OR THE LIMITS OF
DISTURBANCE FOR LATER USE AS FILL MATERIAL OR DISPOSAL. THE CONTRACTOR
IS RESPONSIBLE FOR INSTALLING APPROPRIATE STABILIZATION MEASURES AROUND
THE STOCKPILE AREA(S) TO PREVENT EROSION AND SEDIMENTATION. ANY
STOCKPILE MUST BE STABILIZED IF INACTIVE FOR MORE THAN 7 CALENDAR DAYS.
8. REMOVE TREES AND DEBRIS AS SHOWN ON PLANS WITHIN THE LOD.
9. REMOVE AND DISPOSE OF ALL CONCRETE CURB AND GUTTER AS NECESSARY TO
COMPLETE WALKWAY INSTALLATION.
10. ALL WASTE MATERIAL, DEMOLITION DEBRIS, OR OTHER RUBBISH SHALL BE
REMOVED FROM THE SITE AND DISPOSED OF AT AN APPROVED PERMITTED
LANDFILL OR RELATED PERMITTED FACILITY IN ACCORDANCE WITH ALL APPLICABLE
LAWS AND REGULATIONS.
B. SIDEWALK, ABUTMENT, AND FLOATING KAYAK LAUNCH CONSTRUCTION
1. CONTRACTOR SHALL GRADE THE RIVER BANK AS SHOWN ON THE PLANS TO
ALLOW FOR THE CONSTRUCTION OF THE CONCRETE SIDEWALK, CONCRETE
ABUTMENT, AND INSTALLATION OF BANK STABILIZATION MEASURES. AVOID
DISTURBING THE EXISTING UTILITY POLE.
2. EXCAVATE RIVER BANK AS NECESSARY TO INSTALL CONCRETE ABUTMENT.
3. DRIVE PILINGS FOR CONCRETE ABUTMENT AND INSTALL CONCRETE ABUTMENT AS
SHOWN ON THE STRUCTURAL PLANS.
4. INSTALL RIPRAP TOE PROTECTION AND VEGETATED SOIL LIFTS AS SHOWN ON THE
PLANS.
6. INSTALL FLOATING KAYAK LAUNCH IN ACCORDANCE WITH MANUFACTURER
GUIDELINES AND AS SHOWN ON THE PLANS.
7. CONSTRUCT CONCRETE WALKWAY AS SHOWN ON THE PLANS.
C. GENERAL SITE COMPLETION
1. COMPLETE SITE SEEDING AND PLANTING AS DESCRIBED IN THE CONSTRUCTION
PLANS AND SPECIFICATIONS.
2. REPAIR AREAS USED FOR CONSTRUCTION ACCESS, CONSTRUCTION ACTIVITIES AND
STOCKPILE LOCATIONS. SURFACES SHALL BE RESTORED TO PRIOR CONDITIONS OR
BETTER.
3. SEED AND MULCH STAGING AREAS, STOCKPILE AREAS, AND ANY REMAINING
NON -VEGETATED AREAS.
4. COMPLETE SITE CLEANUP AND STABILIZATION AS CALLED FOR ON THE PLANS AND
SPECIFICATIONS.
5. EROSION CONTROL DEVICES SHALL BE REMOVED FROM THEIR
RESPECTIVE LOCATIONS ONLY WHEN THE STABILIZATION OF THE ADJACENT
GROUND HAS BEEN ESTABLISHED.
6. OBTAIN FINAL APPROVALS FROM CITY.
7. COMPLETE AS BUILT SURVEY AND SUBMIT THREE (3) COPIES OF RECORD
DRAWINGS AND COMPLETED RECORD DRAWINGS CHECKLIST TO CITY.
8. DEMOBILIZE.
WARD
CONSULTING
�I�ENGINEERS, P.C.
ll�� FIRM LICENSE N0: C-2619
4805 Green Rd, Suite 100
Raleigh, NC 27616
Phone [phone]
Fax [phone]
bward®wce-corp.com
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DRAWN BY: JSV
CHECKED BY: BLW
GENERAL NOTES AND
CONSTRUCTION
SEQUENCE
SCALE: NTS
SHEET NO. 2

w.
PROJECT
AREA
1
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cr
iC I I :I T � St. �-- AI vel I enth St. t 1
VICINITY MAP
SCALE: 1 "=400'
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EXISTING
FLOODWAY EXISTING _
500 YEAR
FLOODPLAIN EXISTING ` ......
- - 100 YEAR
FLOODPLAIN _
------------- - p - \
ROJECT OPOSED
AREA \ _ YAK LA H
—20.—
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l FLOODPLAIN
1 \ \
---------------- ----
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-- _—_ � \ •_ \ � l \ 2s / r, sic \ \ \ � \ \ \ � _ _
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EXISTING \
ss �__ - �• %� \ `\ \ \ lr?ter"I \\II 1 I1� I ' 500 YEAR
I I _ w _
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FLOODPLAIN
NOTES:
1. PROJECT SURVEYS BY:
SURVEY OF GREENVILLE TOWN COMMON BY:
THE EAST GROUP
324 EVANS STREET
GREENVILLE, NC 27858
252-758-3746
SURVEY OF EXISTING PIER AND CHANNEL BY:
JARVIS CONSULTING, INC
212 SOUTH MAIN STREET
BATH, NC 27808
HORIZONTAL DATUM NAD83
VERTICAL DATUM NAVD88
2. TOPOGRAPHY SUPPLEMENTED OUTSIDE OF SURVEYED
BOUNDARIES FROM NC FLOODMAPS.
TBM
Property Owner
Address
Pin Number
1
City of Greenville
105 E First St
4688329979
2
City of Greenville
0 E First St
4688426946
3
Robert Thomas Montaquila
119 Baker St
4688521818
4
Robert Thomas Montaquila
Sandra Butterworth Faulkner Trustee
City of Greenville
Jeffrey J Grabowski
0 Baker St
117 Baker St
110 Baker St
108 Baker St
4688522709
4688522715
4688522619
5
6
7
4688522622
8
Thomas Fleming Taft Sr
104 Baker St
4688522534
02
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EXISTING
FLOODWAY EXISTING _
500 YEAR
FLOODPLAIN EXISTING ` ......
- - 100 YEAR
FLOODPLAIN _
------------- - p - \
ROJECT OPOSED
AREA \ _ YAK LA H
—20.—
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l FLOODPLAIN
1 \ \
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CITY OF l 1 -- \____—\ i�`l_ •ill \ \\��\� \ \\/ s��!\C� \�_ e I I 1 \_
GREENVILLE \ �` r `� —� —� `� \ `��� �'.` \ ®�. `��\�� ` ► — --
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FLOODPLAIN
NOTES:
1. PROJECT SURVEYS BY:
SURVEY OF GREENVILLE TOWN COMMON BY:
THE EAST GROUP
324 EVANS STREET
GREENVILLE, NC 27858
252-758-3746
SURVEY OF EXISTING PIER AND CHANNEL BY:
JARVIS CONSULTING, INC
212 SOUTH MAIN STREET
BATH, NC 27808
HORIZONTAL DATUM NAD83
VERTICAL DATUM NAVD88
2. TOPOGRAPHY SUPPLEMENTED OUTSIDE OF SURVEYED
BOUNDARIES FROM NC FLOODMAPS.
TBM
DESCRIPTION
ELEVATION
NORTHING
EASTING
#1
PK NAIL
5.94'
683075.45
2484937.19
#2
PK NAIL
10.19'
683006.99
2484944.08
PROPERTY INFORMATION
O
O
PROPERTY
1.25 ACRES
19.10 ACRES
AREA=
DISTURBED
AREA=
0.23 AC
0
ZONING=
OR
OR
TAX MAP
NUMBER=
4688329979
4688426946
PARCEL
27654
23797
NUMBER=
STREET
105 E. 1 ST ST
0 E. 1 ST ST
ADDRESS=
GREENVILLE NC, 27835
GREENVILLE NC, 27835
LEGEND
WARD
CONSULTING
!'4I;ENGINEERS, P.C.
L -in FIRM LICENSE N0: C-2619
4805 Green Rd, Suite 100
Raleigh, NC 27616
Phone [phone]
Fax [phone]
[e-mail]
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5 13344
r
'� ' •• NGIN'� ,Ifs �:
PERMIT SET
DATE: 11-17-2017
REVISIONS:
NC FLOODMAP CONTOURS
JARVIS CONSULTING CONTOURS
EAST GROUP CONTOURS
— - — - — - — STREAM CENTERLINE
- - PARCEL DRAWN BY: JSV
- - - - - - - - EFFECTIVE FLOODWAY CHECKED BY: BLW
- - - - - - - - - EFFECTIVE 100 YEAR FLOODPLAIN
EFFECTIVE 500 YEAR FLOODPLAIN
— LIMITS OF DISTURBANCE
100 50 0 100 200
SCALE 1"=100'
OVERALL SITE PLAN
SCALE: 1 "=100'
SHEET NO. 3

q
E�TERQN \
\\
/
i
\
--------------------------�\ \`\\`\`�' -- - 4 TURBIDITY
— — — — — — - 11 CURTAIN
-----
1 SILT FENCE
(TYP.) 0� QOM —TC DO1
001
--------------- ------'�\- _ --- _ _a __O _07
-------------------
\\ _ Goy--_
-----------
\\\\\ \`\
\\\
d ° d d ° eO e \ ,44% \ x/ \
111 111 \ ° a d n
//Q'' co
iii\\� II / \\ ----------•vim / /// `\ ` ///
\V?
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11 CURB INLET
Ili /1\\ TAGI G AND �' �,�,�I_
II\ \\ STOCKPI E A EA a �'
Wo
III liil \\ \-' I � -♦' ♦ � / �`. / � \`
2 BLOCK AND GRAVEL i �' ♦ ♦ , ��\ `��/ `� \\
I I yl \\ 1 1 1 CURB INLET�OO I ♦ \ N-1
PROTECTION I� i \\\ ♦ / ♦ ♦ i %�
III
L6 \ I I ; \\� ♦'♦, f` `.\ � \
111 li I 0 6 ♦ \
,LOp \ I , EXISTING
�"� rt0 ; PARKING LOT
LOp_
\\ N \ \,
Aft /
aft
LOD
LOD�I �� Alft,A*INSTALL BLOCK
LOp
(p \ ♦ AND GRAVEL
L ♦ ♦ PROTECTION
1 i� \ \ i - i i ► LOp AS SHOWN
PARKING
SPACES
-------------
1 I \ \ \ \ \ I I
I
ill
1 I
\ 1
1 1 \\ �-- 11
f
O%
EXISTING ----------------
\ �p� BOAT RAMP\\\
\
---- ---__- \
—TI--
/ 111111 `\
0 \\\
G \
EXISTING \\\\
\\ FISHING PIE \ \\
\
�HORE LINE
MEANDER LINE IS THE
\\ ` APPROXIMATE MEAN HIGH WATER
\\ \\ 1 LINE OF THE TAR RIVER
\\ \\\ 1 (MEAN HIGH WATER LINE IS
\ THE ACTUAL PROPERTY LINE)
\ ` 1
\
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1 \ \
/
I/
/
/
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DISTURBED AREA= 0.23 ACRES, 9,977 SF.
NOTES:
1. INSTALL SILT FENCE AS SHOWN FOR DEMOLITION
AND ABUTMENT CONSTRUCTION. REMOVE PORTIONS
OF SILT FENCE AS NEEDED TO INSTALL BANK
STABILIZATION.
2. CONTRACTOR TO PUMP INTO SILT BAG FOR ALL
DEWATERING OPERATIONS.
DETAIL 3 SHEET 12.
LEGEND
SURVEYED CONTOURS
----------- STREAM CENTERLINE
EXISTING TOP OF BANK
- - - - MEANDER/PROPERTY LINE
EXISTING SHORE LINE
STAGING AND STOCKPILE AREA
BLOCK AND GRAVEL
INLET PROTECTION
SF SILT FENCE
EXISTING TREE
TREE REMOVAL
TC— TURBIDITY CURTAIN
10 5 0 10 20
SCALE 1"=10'
WARD
CONSULTING
!47;ENGINEERS, P.C.
ll�� FIRM LICENSE N0: C-2619
4805 Green Rd, Suite 100
Raleigh, NC 27616
Phone [phone]
Fax [phone]
bward®wce-corp.com
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PERMIT SET
DATE: 11-17-2017
REVISIONS:
DRAWN BY: JSV
CHECKED BY: BLW
EROSION CONTROL
PLAN
SCALE: 1 "=10'
SHEET NO. 4
-----_---__,
------------. `\
\
--------------------------�\ \`\\`\`�' -- - 4 TURBIDITY
— — — — — — - 11 CURTAIN
-----
1 SILT FENCE
(TYP.) 0� QOM —TC DO1
001
--------------- ------'�\- _ --- _ _a __O _07
-------------------
\\ _ Goy--_
-----------
\\\\\ \`\
\\\
d ° d d ° eO e \ ,44% \ x/ \
111 111 \ ° a d n
//Q'' co
iii\\� II / \\ ----------•vim / /// `\ ` ///
\V?
I 1 j
1 Ifill \ EXISTING
11 CURB INLET
Ili /1\\ TAGI G AND �' �,�,�I_
II\ \\ STOCKPI E A EA a �'
Wo
III liil \\ \-' I � -♦' ♦ � / �`. / � \`
2 BLOCK AND GRAVEL i �' ♦ ♦ , ��\ `��/ `� \\
I I yl \\ 1 1 1 CURB INLET�OO I ♦ \ N-1
PROTECTION I� i \\\ ♦ / ♦ ♦ i %�
III
L6 \ I I ; \\� ♦'♦, f` `.\ � \
111 li I 0 6 ♦ \
,LOp \ I , EXISTING
�"� rt0 ; PARKING LOT
LOp_
\\ N \ \,
Aft /
aft
LOD
LOD�I �� Alft,A*INSTALL BLOCK
LOp
(p \ ♦ AND GRAVEL
L ♦ ♦ PROTECTION
1 i� \ \ i - i i ► LOp AS SHOWN
PARKING
SPACES
-------------
1 I \ \ \ \ \ I I
I
ill
1 I
\ 1
1 1 \\ �-- 11
f
O%
EXISTING ----------------
\ �p� BOAT RAMP\\\
\
---- ---__- \
—TI--
/ 111111 `\
0 \\\
G \
EXISTING \\\\
\\ FISHING PIE \ \\
\
�HORE LINE
MEANDER LINE IS THE
\\ ` APPROXIMATE MEAN HIGH WATER
\\ \\ 1 LINE OF THE TAR RIVER
\\ \\\ 1 (MEAN HIGH WATER LINE IS
\ THE ACTUAL PROPERTY LINE)
\ ` 1
\
\
\\ kk I ,
\\ it
1 \ \
/
I/
/
/
/ I
� I
, I
I
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1
f—
DISTURBED AREA= 0.23 ACRES, 9,977 SF.
NOTES:
1. INSTALL SILT FENCE AS SHOWN FOR DEMOLITION
AND ABUTMENT CONSTRUCTION. REMOVE PORTIONS
OF SILT FENCE AS NEEDED TO INSTALL BANK
STABILIZATION.
2. CONTRACTOR TO PUMP INTO SILT BAG FOR ALL
DEWATERING OPERATIONS.
DETAIL 3 SHEET 12.
LEGEND
SURVEYED CONTOURS
----------- STREAM CENTERLINE
EXISTING TOP OF BANK
- - - - MEANDER/PROPERTY LINE
EXISTING SHORE LINE
STAGING AND STOCKPILE AREA
BLOCK AND GRAVEL
INLET PROTECTION
SF SILT FENCE
EXISTING TREE
TREE REMOVAL
TC— TURBIDITY CURTAIN
10 5 0 10 20
SCALE 1"=10'
WARD
CONSULTING
!47;ENGINEERS, P.C.
ll�� FIRM LICENSE N0: C-2619
4805 Green Rd, Suite 100
Raleigh, NC 27616
Phone [phone]
Fax [phone]
bward®wce-corp.com
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'`til{IIIf IPI!*!
*►N CABG
` 'OF
s 13344
r
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PERMIT SET
DATE: 11-17-2017
REVISIONS:
DRAWN BY: JSV
CHECKED BY: BLW
EROSION CONTROL
PLAN
SCALE: 1 "=10'
SHEET NO. 4

WARD
CONSULTING
\�ENGINEERS P.C.
FIRM LICENSE N0: C-2619
\�- 4805 Green Rd, Suite 100
\ Raleigh, NC 27616
Phone [phone]
Fax [phone]
\\` RIVeR NE [e-mail]
r
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_________-_ \
\ , \ -------------- a
O
------------------------- REMOVE EXISTING
CONCRETE AND DEBRIS
________--------------
- -- _3 FROM BANK WITHIN LIMITS
----
--------- ��_,, -___ -- - - OF DISTURBANCE-----------------------
__ 2mmi
QO��� \\\\ \\\\ O
---------- T -_,-__� / 401 OOl 003
`\�`�_----------`� _\ \\'�`- Q5,�BT-__-____-- ------ O `--------------------------------
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TT
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�\----------------------�.� 15"PCT - -- _ -- _ — 0 - --- --- ---------------------_ ---\\ `�\ I 1
BOAT RAMPGQ
4- =- __
(101— - ="'� --- _ - _ '- 6"WT (TO REMAIN) \\ \ \\ I
\\-------__\\ \\ I
1\11 Illiil ,� 00 CURB CUT AT WALKWAY —= _ �`� �Oj_
1111 1 Illi \\ TIE-IN TO PARKING LOT
11111 1111 ^ \\ \\ \ -7-Z
ILII\ \\\\ ------ / \\\ 6"MT
EXISTING POST
(TO BE REMOVED) V0 \ \\
EXISTING 1 1 r' \ /^�`\ �i / �\ \ EXISTP G \\
law,UTILITY POLE `� \\ i i \\\ �� i \ jii / `\ \ FISHING, PIER
-
i am(TO REMAIN) I I /l \ \-------- i \ 1 1 . / \ \ \
I EXISTING SIGN \ \ \ \\
(REMOVE AND REPLACE)
/ n
ma' � >A�
/ / \I '--------- -- EXISTING1 TBM 1
CURB INLET I i ♦
♦,`
\\\\` SEAL: `ti►tirrr,*,.
\ ♦ i \ \ \ ,* .� CAI?q�yz
1
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/Il 1\Op it it `\\\ �' • \ \y �,\ \\ \ \ \\ \\\o \\\ LEGEND
rtOD _ rtOD' `\'I 1, `\\ 00 \ \\ \ \ \ - - SURVEYED CONTOURS
_---- 13344
\\ \ 11
LO �' I I ` \ 1 `\ ----- --------_ STREAM CENTERLINEMal .
an ► II 1 \\\\ ,r \� 1 \\ ir'/ HORE LINE - — — — — EXISTING TOP OF BANK '% NGIN.....
+LYNN
\ \ ` i — — — — MEANDER�PROPERTY LINE �+ �r
\ / i 1 • EXISTING 1 O EXISTING
\\\ I ',\\\LOD L0� 11 �� PARKING LOT 11 POST \
\\�\ \ `\ \I /' ; EXISTING TREE
It
\\----------- 1 i LOD \ �'�, 1 i \ `\ \ \ PERMIT SET
\ I I Ldp ♦ice 1 I r \ \ \ \ \ I rr
TREE REMOVAL
LOD
DATE: 11-17-2017
�I I�\Ii \d' \`\ \\\ I \\\ \\ \\\N \\ \ I•,, / REVISIONS:
PARKING I 11 \\\ \\ I `\ ; I \\ \\ `\ i ; CURB CUT AT WALKWAY
SPACES
EXISTING CONCRETE DEBRIS
TO BE REMOVED
r \ \
DRAWN BY: JSV
\ 1
CHECKED BY: BLW
\\ \\------------------\
\ \ 1
\ I I I DEMOLITION PLAN
\ 1 \
\----------- 10 5 0 10 20 >
\ 7 7 I �� \ \ ` 1 1 1► \\ \\ \\ r' SCALE: 1 =10
\ 1 1 11 SHEET NO.
`y TBM 2' 1 1 1 1 `\ \ I \ r' SCALE 1"=10' 5

\�\ Op l CENTE
------------------------------------------
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1
1
\
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\
\
\
\
\
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\
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\
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-----------
-
--------- \\
_
PROPOSED 30' LONG 1 2 \` 1
\ \� FLOATING GANGWAY
------------------------- `\ --_ AND CONTROL ARM18'\ \
\ � \ PROPOSED 24 X 2 \ \
FLOATING KAYAK LAUNCH
------------------------ \`
------------- \ - 3- PROPOSED SIDEWALK
\ -------------------- (ADA COMPLAINT) 401 \\\\ \\ \
\ ` --'--------IV T � - � � - -___1 ---__ - - Q01 a � 003 \\ \\\
--- -{�0 007\\ t
\\
-----------------\ \\\\
------------------------Z__ „BT ______ ����� ---------- ---- ---�- -------- � Q
\-'-------------_- - -_ — _ -gyp ----____ QC'O _-____---\ O�
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--
� \A ,1=-- =- =--- -�_-= --__ - -efla =�_' _ _ - Q� F,� G _----
4 _-1 --- �O BOAT RAMP `\
\\� = �9---_e _ _--_--___ ---- — _}-�"_ - - - - pQO� EXISTING \�`\ \\ l
1, iv., �100 _�`-_� _ _ --- _ _ - Qom,. 6"WT POST I
c0 CURB CUT AT WALKWAY20"WT
\I \ \ 111
TIE-IN TO PARKING LOT 8"MTS
`�-------
It
\\1
11\II 111O \` e A d Ja °
111 111 � \ a �\ ��\ -__\ \
1111 `\ a 5 5% a �6' -\ \� `\ \ � 110 \ \
11 \ i - MAX
III \ EXISTING POST / (�-
I'lu \\ \\ ,,-'__ _____________ \\ ,% ��\ (TO BE REMOVED) , / \ ii� V \�\
III I \ \\
it
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III
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III
III
I II
I II
I II
III
If
III
I II
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11
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Igo`EXISTING 1 1 / \ �
ISI \\ - UTILITY POLE � 6 1 , TBM 1 \\\ \\ / /\'v
EXISTING �li 1� ' \ ---------
11 am CURB INLET EXISTING SIGN
A
5 CONCRETE ABUTMENT (REMOVED AND REPLACED) \�\`\\
�' 11 TELEV.=3.0 FT. / \ /`� \ \
------ �'1i OP
--- ,1 _ � \/ \\ \ \ `EXISTING
'FISHING PIER
LOQ I It
O \
\\\ \ LOD an I I Ma - _ 'm1I i \.\ I \ \ \\ , ' EXISTING
\\ i � ,LO *:

F�
OUTSIDE OF SOIL LIFTS
WITHIN THE LOD BE MATTED
WITH C-700 FABRIC,
-- SEEDED, AND STRAW
MULCH PRIOR TO
CONTAINER PLANTING
------------------------
--
------------------- --- 2--
- — _
• _ i - —• c
- - C• n
�',6
PROPOSED 24' X 18'
J \ 00
\ ---
OD
�0 --
1100
\
-- O \\
V \`
SEE LANDSCAPE PLAN
FOR PLANTINGS TOP OF \
STREAM BANK TO BACK ii % `�` �' • � �``:` , i � \0\\,�\' j ��� \ �� \ ` �
OF EXISTING CURBi �' �. �/
� i �\ ♦,` `��\ i � LEGEND
SURVEYED CONTOURS
PROPOSED CONTOURS
— — — — — — — — — —
STREAM CENTERLINE
_ 1 y\ ` EXISTING TOP OF BANK
mm lwal wall MEANDER/PROPERTY LINE
,,\LOp— LOp �� • �� 00 \\\ \ PROPOSED RIPRAP CLASS I MIX
_ Lod
�LOD ' X ROOTED PLANT PLUGS
L(p
\ Q 1 GALLON CONTAINER PLANTS
LOD
�\ • GRASSES/SEDGE/RUSH
10 5 0 10 20
SCALE 1"=10'
PLANTING NOTES:
1. TEMPORARY PLANTING WILL OCCUR IN ACCORDANCE WITH STATE LAND QUALITY EROSION CONTROL AND CITY OF GREENVILLE
REQUIREMENTS TO STABILIZE AREAS OF BARE SOIL.
2. PRIOR TO PERMANENT PLANTINGS AND SEEDING, THE SITE SOILS SHALL BE PREPARED FOR PLANTING. WHERE NEEDED THE
SOILS SHOULD BE RIPPED TO IMPROVE COMPACTED SOILS. IF NECESSARY SOILS SHALL BE AMENDED WITH STORED SITE
TOPSOIL TO FACILITATE VIGOROUS PLANT GROWTH. EXOTIC AND INVASIVE PLANTS SHALL BE TRATED AND REMOED.
3. TEMPORARY SEED MIX TO BE SOWN SIMULTANEOUSLY WITH THE PERMANENT SEED.
FALL, WINTER AND EARLY SPRING - RYE (GRAIN) 120 LBS/AC
SUMMER - GERMAN MILLET 40 LBS/AC
4. PERMANENT SEED MIX SHALL BE ERNST CONSERVATION SEEDS PIEDMONT RIPARIAN SEED MIX APPLICATION RATE 25 LBS/AC.
5. MATTING PLACED ON STREAM BANK TO ELEVATION 4 FEET SHALL BE C-700 COIR MATTING. TEMPORARY AND PERMANENT SEED
ALONG WITH A LAYOR OF STRAW MULCH SHALL BE PLACED UNDER MATTING.
6. THE SITE SHALL BE PLANTED AS DEPICTED ON THE BANK STABILIZATION AND LANDSCAPE PLANS. PLANTS FOR BANK
STABILIZATION TO BE SELECTED FROM THE FOLLOWING SPECIES LIST. BANK STABILIZATION QUANTITIES ARE LISTED IN THE TABLE
BELOW.
BANK STABILIZATION SPECIES PLANT LIST/QUANTITIES
LIVE STAKES (WATER LEVEL 0-1 FOOT) LIVE STAKES SHALL BE A MINIMUM OF 2 FEET IN LENGTH AND X INCH IN DIAMETER ONE GALLON CONTAINER PLANTS (WATER LEVEL 3+ FEET) CONTAINER PLANTS
UNLESS PILOT HOLES ARE DRIVEN THEN SMALLER DIAMETER LIVE STAKES MAY BE USED UPON APPROVAL BY DESIGNER. THE LIVE SHALL BE PROVIDED IN THE QUANTITIES DESIGNATED BELOW FOR EACH SPECIES.
STAKES SHALL BE OF EQUAL QUANTITIES OF THE FOLLOWING SPECIES. CALLICARPA AMERICANA - AMERICAN BEAUTYBERRY (QUANTITY -12 )
CORNUS AMOMUM - SILKY DOGWOOD
PHYSOCARPUS OPULIFOLIUS - NINEBARK EUBOTRYS RACEMOSUS - SWAMP DOGHOBBLE (QUANTITY -12 )
SAMBUSUS CANADENSIS - ELDERBERRY SYMPHORICARPOS ORBICULATUS - CORALBERRY (QUANTITY -12 )
ROOTED PLANT PLUGS/WHIPS ,WATER LEVEL 1-3 FEET) ROOTED PLANT PLUGS SHALL BE 18 INCHES IN HEIGHT AND WHIPS BETULA NIGRA - RIVER BIRCH (QUANTITIY- 3)
SHALL BE 3 FEET IN LENGTH. THE ROOTED PLANT PLUGS/WHIPS SHALL BE PROVIDED IN EQUAL QUANTITIES OF THE FOLLOWING MAGNOLIA VIRGINIANA - (QUANTITIY - 3)
SPECIES.
CORNUS AMOMUM - SILKY DOGWOOD
PHYSOCARPUS OPULIFOLIUS - NINEBARK
SALIX SERICEA - SILKY WILLOW
GRASSES/SEDGES/RUSHES (WATER LEVEL 1-3 FEET) PLANTS SHALL BE EITHER PLUGS OR BARE ROOT 12-18 INCHES IN HEIGHT.
THE PLANTS SHALL BE PROVIDED IN EQUAL QUANTITIES OF THE FOLLOWING SPECIES.
CHSMANTHIUM LATIFOLIUM - RIVER OATS
CLADIUM JAMAICENSE - SAW GRASS
ELYMUS HYSTRIX - BOTTLEBRUSH GRASS
JUNCUS EFFUSUS - SOFT RUSH
SCHOENOPLECTUS AMERICANUS - SWITCHGRASS
SCHOENOPLECTUS TABERNAEMONTANI -SOFT STEM BULRUSH
ONE GALLON CONTAINER PLANTS (WATER LEVEL 3+ FEET) CONTAINER PLANTS SHALL BE PROVIDED IN THE QUANTITIES DESIGNATED
BELOW FOR EACH SPECIES.
CALLICARPA AMERICANA - AMERICAN BEAUTYBERRY (QUANTITY -12 )
EUBOTRYS RACEMOSUS - SWAMP DOGHOBBLE (QUANTITY -12 )
SYMPHORICARPOS ORBICULATUS - CORALBERRY (QUANTITY -12 )
BETULA NIGRA - RIVER BIRCH (QUANTITIY- 3)
MAGNOLIA VIRGINIANA - (QUANTITIY - 3)
8
6
4
2
0
-2
-4
-6 1+00
GRASS/SEDGE/RUSH
o
LASS I MIX
RIPRAP
ROCKTOE
1+10
GRASS/SEDGE/RUSH
8
SOIL LIFTS
6
4
2
0-
-2 -2 —
-4 CLASS I MIX
RIPRAP
—61 I IROCKTOE
1+00 1+10
C-700 COIR MATTING
SOIL LIFT WRAP
OVERLAP FABRIC
FOR EACH LIFT
5' MIN.
ELEV. 0.5
ELEV. 0 FT.
K
OF LIFTS AS
CALLED FOR ON
PLANS
NOTE 1'
5' TYP.
2' 2' 2' CONTAINER EXISTING
PLANT GROUND
IFTS PROPOSED 8
GROUND
6
4
TOP 3rd LIFT 3.0 FT.
TOP 2nd LIFT 2.5 FT. 2
TOP 1 st LIFT, 1.5 FT.
TOP ROCK TOE 0.5 FT.
0
\\\\WHIIP TO BE INSTALLED -2
9 5p BETWEEN EACH LIFT
(NP) (2' ON CENTER) -4
1+20 1 +30 1+40 1 +50
SECTION A -A
SCALE: 1 "=5'
ROOTED CONTAINER EXISTING
5'
PLUG
5' 1 4' 1 4'
1+20 1+30
SECTION B -B
SCALE: 1 "=5'
MIRAFI
MIRAGRID 2XT
OR APPROVED EQUAL
EXTEND LANDWARD TO
LIMIT OF EXCAVATION
1' (MAX) SOIL FILL
18" (MIN)
WARD
CONSULTING
�[�ENGINEERS, P.C.
FIRM LICENSE N0: C-2619
4805 Green Rd, Suite 100
Raleigh, NC 27616
Phone [phone]
Fax [phone]
bward®wce-corp.com
KUUNU 8
PROPOSED
GROUND 6
TOP 2nd L
TOPI 2 5 Fjrd LIF T.3.0 FT. z
2
TOP 1st LIFT 1.5 FT.
—TOP ROCK TOE 0.5 FT.
0
-2 J
WHIP TO BE INSTALLED
BETWEEN EACH LIFT -4
(2' ON CENTER) LO j
1 +40 -6 J
Q
U
U)
J
Q
U
CD �
LU
Lq
5 2.5 0 5 10 `"
Z
LO
HORIZONTAL SCALE 1"=5' O
O
U
z
3::
WHIP ROOTED O
C-700 PLANT PLUG
FABRIC 2-3' IN LENGTH F
I.I .
1 " OF TOP SOIL -
BETWEEN LIFTS
." I -g -=70O
MIRAGRID
Z
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ILZ
0
F
Q
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cj)
Y
Z
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Im
CLASS I MIX
SOIL LIFT
SHRUB
TREE
LIVE STAKES
WHIPS/ROOTED
CONTAINER
CONTAINER
PLANTING
(ELEVATION
PLANT PLUGS
PLANTS
PLANTS
AREAS
0-1 FOOT)
(ELEVATION
(ELEVATION
(ELEVATION
TO WRAPPING FABRIC ON FACE AND TOP OF LIFT.
1-3 FOOT)
3 FOOT+)
3 FOOT+)
USE IN SOIL LIFT
0
710
0
0
CONSTRUCTION
�''•,��YNN;���`
PRE -MIX STONE PRIOR TO PLACEMENT IN TRENCH.
SUPPLEMENT TO
30
35
38
6
OP OF SOIL LIFTS
CLASS I STONE 65%
PERMIT SET
TOTALS
30
745
38
6
8
6
4
2
0
-2
-4
-6 1+00
GRASS/SEDGE/RUSH
o
LASS I MIX
RIPRAP
ROCKTOE
1+10
GRASS/SEDGE/RUSH
8
SOIL LIFTS
6
4
2
0-
-2 -2 —
-4 CLASS I MIX
RIPRAP
—61 I IROCKTOE
1+00 1+10
C-700 COIR MATTING
SOIL LIFT WRAP
OVERLAP FABRIC
FOR EACH LIFT
5' MIN.
ELEV. 0.5
ELEV. 0 FT.
K
OF LIFTS AS
CALLED FOR ON
PLANS
NOTE 1'
5' TYP.
2' 2' 2' CONTAINER EXISTING
PLANT GROUND
IFTS PROPOSED 8
GROUND
6
4
TOP 3rd LIFT 3.0 FT.
TOP 2nd LIFT 2.5 FT. 2
TOP 1 st LIFT, 1.5 FT.
TOP ROCK TOE 0.5 FT.
0
\\\\WHIIP TO BE INSTALLED -2
9 5p BETWEEN EACH LIFT
(NP) (2' ON CENTER) -4
1+20 1 +30 1+40 1 +50
SECTION A -A
SCALE: 1 "=5'
ROOTED CONTAINER EXISTING
5'
PLUG
5' 1 4' 1 4'
1+20 1+30
SECTION B -B
SCALE: 1 "=5'
MIRAFI
MIRAGRID 2XT
OR APPROVED EQUAL
EXTEND LANDWARD TO
LIMIT OF EXCAVATION
1' (MAX) SOIL FILL
18" (MIN)
WARD
CONSULTING
�[�ENGINEERS, P.C.
FIRM LICENSE N0: C-2619
4805 Green Rd, Suite 100
Raleigh, NC 27616
Phone [phone]
Fax [phone]
bward®wce-corp.com
KUUNU 8
PROPOSED
GROUND 6
TOP 2nd L
TOPI 2 5 Fjrd LIF T.3.0 FT. z
2
TOP 1st LIFT 1.5 FT.
—TOP ROCK TOE 0.5 FT.
0
-2 J
WHIP TO BE INSTALLED
BETWEEN EACH LIFT -4
(2' ON CENTER) LO j
1 +40 -6 J
Q
U
U)
J
Q
U
CD �
LU
Lq
5 2.5 0 5 10 `"
Z
LO
HORIZONTAL SCALE 1"=5' O
O
U
z
3::
WHIP ROOTED O
C-700 PLANT PLUG
FABRIC 2-3' IN LENGTH F
I.I .
1 " OF TOP SOIL -
BETWEEN LIFTS
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MIRAGRID
Z
g
ILZ
0
F
Q
N
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Z
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CLASS I MIX
SEE NOTES
SEAL:
`ti41111f IPI!*!
CAF?G '.
LEGEND
1. SEED AND PLACE STRAW OVER SEED
�:`iS`•,OFESS►•';���L�; �,
- 'q• {'•.
:
•��
ON ALL EXPOSED FACES OF LIFT PRIOR
TO WRAPPING FABRIC ON FACE AND TOP OF LIFT.
"s 13344
2.
INSTALL MIRAGRID FABRIC BETWEEN SOIL
s -
LIFTS TO EXTENT OF EXCAVATION..........
'�.�'�,•••
3.
CLASS I MIX TO CONSISTS OF THE FOLLOWING.
�''•,��YNN;���`
PRE -MIX STONE PRIOR TO PLACEMENT IN TRENCH.
#57 STONE 10%
CLASS A STONE 25%
CLASS I STONE 65%
PERMIT SET
4.
INSTALL PLANTS WHIPS/ROOTED PLANT PLUGS 2" ON
CENTER IN BETWEEN EACH LIFT DURING CONSTRUCTION
DATE: 11-17-2017
OF LIFTS. DO NOT INSTALL PLANTS POST LIFT CONSTRUCTION.
5.
INSTALL LIFTS TO DISTANCES AS SHOWN ON CROSS
REVISIONS:
SECTIONS.
6.
INCORPORATE SUPPLEMENTAL PLANTS TO LIFTS POST
CONSTRUCTION IN LOCATIONS AS SHOWN ON PLAN VIEW.
TYPICAL SOIL LIFT CONSTRUCTION
SCALE: NOT TO SCALE
DRAWN BY: JSV
CHECKED BY: BLW
BANK STABILIZAl10N
PLAN
SCALE: AS NOTED
SHEET NO. 7-

I
`\ \ SEE- BANK STABILIZATION i DRnPn­,�-n ?4" x 1 R"
— — — — • • — . \\
--- PLAN FOR EROSION
--------------------_._._�__ --- -CONTROL MATING
-'-��' �\�' MATERIAL FOR USE — 3 -SEE BANK STABILIZATION
-THR000HOUT STREAM _ 2 PLAN FOR FOR -------
\ �• BANKS WITHIN LOD AND __ PROPOSED PLANTINGS
��--------____ - ____OUTSIDE SOIL LIFTS_ 1 FROM THE TOP OF QOM dOq Q\
- ---- -- STREAM BANK TO__W_ATER / _q_______----.
�--------------- ------ �`- _-- -----_______ _ _-___ P� (70--3_____---.\ ------- ---
--- --------- ----
--------------------
_00-
01
..��
......................................................
......................................
— _
O
--
2
\ 1j1'............................................................... --- - -- + + \
1\1 VVI ........................................................................ • a
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1 I -- --------
1
Q .............
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III I�III �� y _ • • • • o `
ill II \t -- /• • - - - --- \\`
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.................. J • • ♦ • • \ A�
IJill>>..'....'...'.'........................:.. `................ , , , - _ - - - -� _ ' ..'.'.'......'.'..... • • • • • • + +
................ \ ......... / _ _ _ _ _ _ _ _ _ _ • • • +
l'.'.'.'.'.' ............. -
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PLANTING NOTES
The Contractor shall furnish plant material shown on the
drawings, as specified and as indicated on the plant list.
The Owner or his/her authorized representative shall be
notified prior to the beginning of planting operations.
PRE -CONSTRUCTION CONFERENCE: Prior to commencing
plant installation, a Pre -Construction Conference shall be
held. Attendees shall include Owner, General Contractor,
Landscape and Irrigation Contractor(s) and Owner or
his/her authorized representative.
STANDARDS: All plants shall be in accordance with the
American Standard For Nursery Stock, latest edition,
published by the American Association of Nurserymen, Inc
with regard to sizing and description.
QUALITY: All plants shall be nursery grown and hardy
under climatic conditions similar to those in the locality
of the project. All plants shall be typical of their species
or variety and shall have a normal habit of growth. They
shall be sound, healthy and vigorous, well branched and
densely foliated when in leaf. They should be free of
disease and insect pests, eggs or larvae. They shall have
healthy, well-developed root system.
SUBSTITUTIONS: When plants of a specified kind or size
are not available within a reasonable distance, the
contractor may make substitutions upon request, if
approved by the Owner or his/her authorized
representative. Proposal for substitution of plant material
shall be submitted at least 10 days prior to the final bid
date for consideration.
SIZE: All plants shall conform to all measurements
specified on the plant list unless otherwise authorized in
writing by the Project Consultant.
PRUNING: Each tree and shrub shall be pruned in
accordance with American Association of Nurserymen, Inc
standards to preserve the natural character of the plant.
All dead wood or suckers and all broken or badly bruised
branches shall be removed.
ROOT SYSTEMS: Ball & burlap plants shall be dug with
firm natural balls of earth of diameter and depth to
include most of the fibrous roots. Container grown stock
shall have been grown in a container long enough for the
root system to have developed sufficiently to hold its soil
together firm and whole. No plants shall be loose in
container or ball.
PROTECTION: Root balls trunks, branches and foliage of
plants shall be adequately protected at all times from
sun and drying wind or frost. Plants with broken root
balls or excessive damage to the crown shall be replaced,
in kind, prior to installation.
MULCH: Immediately following plant installations all tree
and shrub planting pits shall be covered with four -inch
(4") layer of triple shredded hardwood mulch. Ornamental
Grasses and Perennial Flowers shall be covered with
two-inch (2") larger. Final grade of mulch shall be 1/"
below adjacent surface or steel edging to prohibit
washout or migration of mulch to adjacent surface.
ANTI -DESICCANT SPRAY: Trees and when planted in leaf
shall be treated with anti -desiccant such as "Wilt -Proof".
TOPSOIL: Existing or imported topsoil shall be fertile
agricultural soil; typical for locality; capable of sustaining
vigorous plant growth; taken from drained sites; free of
subsoil, stones, clay or impurities, plants, weeds and
roots; pH value minimum 5.7, maximum 6.5; organic
content 5 to 7 percent.
• All seed and sod areas shall have a minimum 6" of
topsoil applied (depth after rolling).
• All groundcover and ornamental grasses shall have a
minimum 12" of topsoil applied (depth after rolling).
• All tree and shrub beds shall have a minimum 18" of
topsoil applied (depth after rolling).
STAKING & GUYING: Trees shall be staked and guyed as
is detailed on the drawings and according to accepted
industry practice, only when directed by Owner or his/her
authorized representative.
LAYOUT: The contractor shall layout with identifiable
stakes , the location of all plants and the the
arrangement and outlines of planting beds as indicated on
the drawings. Prior to any excavation of plant pits or
preparation of plant beds, the Owner or his/her
authorized representative shall approve the layout of
planting. All planting shall be at the locations indicated
on the drawings. The Contractor shall be responsible for
planting at the correct grades, alignment and layout of
planting beds. Minor adjustments to tree locations may
be necessary due to field conditions and final grading.
The Contractor shall notify the Owner or his/her
authorized representative if major adjustments are
anticipated.
ADVERSE CONDITIONS: The contractor shall notify the
Owner or his/her authorized representative in writing of
any soil or drainage conditions which the Contractor
considers detrimental to plant growth. The documented
conditions shall include a proposal for correcting the
situation, including any change in cost, for review and
acceptance by the Owner or his/her authorized
representative.
QUANTITY: The quantity of plants in the Plant Schedule is
for general reference only. The Contractor shall obtain
quantities for pricing by compiling numbers from the
plants illustrated on the drawings. Should there be a
discrepancy between the drawings and the plant schedule,
the quantities illustrated on the drawings shall take
precedence.
GUARANTEE: The Contractor shall guarantee all plant
material for a full year from the date of initial
acceptance. It is the Contractors responsibility to monitor
the project during the guarantee period and notify the
Owner in writing if problems are occurring or situations
developed that appear detrimental to the plant material.
Any plant material that is 25% dead or more shall be
considered dead and must be replaced at no charge to
the Owner. A tree is considered dead when the main
leader has died back or there is 25% of the crown dead.
LEGEND
4— — — — — — — — SURVEYED CONTOURS
4
PROPOSED CONTOURS
\\ ` STREAM CENTERLINE
\ EXISTING TOP OF BANK
1
' \ -- -- MEANDER/PROPERTY LINE
I \
\\\ \ )� PROPOSED RIPRAP CLASS I MIX
I -
i
' X ROOTED PLANT PLUGS (SEE SHEET 7)
I \ '
I I \
I
10 5 0 10 20
SCALE 1"=10'
VEGETATION REQUIREMENTS PER ARTICLE P,
CITY OF GREENVILLE, NC ZONING REGULATIONS
SITE DATA:
A. REQUIRED VEGETATION PER ACRE FOR 0.23 ACRE SITE:
O 1 GALLON CONTAINER PLANTS (SEE SHEET 7)
• GRASSES/SEDGE/RUSH (SEE SHEET 7)
THE FOLLOWING IS BASED ON SECTION 9-4-263(A)(2)
SITE VEGETATION MATERIAL REQUIREMENTS (PER ACRE)
LARGE TREES (1) 3 SHOWN
SMALL TREES (10) 0 SHOWN (2 LARGE TREES SUBSTITUTED FOR 4 SMALL TREES)*
(18 SHRUBS SUBSTITUTED FOR 6 SMALL TREES)**
SHRUBS (15) 108+ SHOWN
PROPOSED VEGETATION SUBSTITUTIONS:
* ONE LARGE TREE FOR 2 SMALL TREES
** TO PROMOTE UNDERSTORY GROWTH AND EROSION CONTROL MEASURES ALONG THE
RIVER, THREE SHRUBS ARE PROPOSED SUBSTITUTIONS FOR ONE SMALL TREE.
B. REQUIRED STREET TREE VEGETATION:
NOT APPLICABLE - PROJECT NOT ADJACENT TO RIGHT-OF-WAY
C. REQUIRED SCREENING VEGETATION FOR BUFFERYARDS: NONE
NOT APPLICABLE - PROJECT IS ENTIRELY WITHIN TOWN COMMON. NO OTHER ADJACENCIES
D. REQUIRED VEGETATION LOCATED IN PUBLIC UTILITY OR DRAINAGE EASEMENTS: NONE
PRELIMINARY PLANT LIST
Botanical Name
Symbol (Common Name)
LARGE TREE
Taxodium distichum
(Bald Cypress)
MEDIUM DECIDUOUS SHRUB
Cephalanthus occidentalis
(Common Buttonbush)
Callicarpa americana
(American Beautyberry)
dentatum
OViburnum
+
(Arrowwood Viburnum)
Ilex verticillata
(Winterberry Holly)
Aronia arbutifloia
(Red Chokeberry)
MEDIUM EVERGREEN SHRUB
OIlex glabra
• (Inkberry Holly)
PERENNIAL FLOWER
Vernonia noveboracensis
(New York Ironweed)
OVerbena hastata
(Swamp Verbena)
Eutrochium maculatum
(Spotted Joe Pye Weed)
ORNAMENTAL GRASS
Panicum virgatum 'Hot Rod'
(Hot Rod Switchgrass)
O
Panicum virgatum 'Shenandoah'
(Shenandoah Switchgrass)
TURF GRASS
TifTuf Bermuda
NOTES:
A. MINIMUM PLANT SIZES SHALL BE IN ACCORDANCE WITH THE ZONING REGULATIONS AS
FOLLOWS:
PLANTING MATERIAL TYPE MINIMUM PLANTING SIZE
1. LARGE TREE - SINGLE STEM 10' (HEIGHT) AND 2" CALIPER
MULTI -STEM 10' (HEIGHT)
2. SMALL TREE 8' (HEIGHT) AND 1.5" CALIPER
3. SHRUB 18" (HEIGHT), EXCEPT AS PROVIDED UNDER
SECTION 9-4-267(a)
B. NO PORTION OF ANY PARKING AREA, INCLUDING ANY DRIVEWAY, PARKING SPACE, DRIVE AISLE OR
TURNING AREA, SHALL BE LOCATED MORE THAN THIRTY (30) FEET FROM AN ON-SITE SMALL TREE OR
MORE THAN SEVENTY-FIVE (75) FEET FROM AN ON-SITE LARGE TREE. FOR PURPOSES OF THIS
SECTION, THE MEASUREMENT SHALL BE FROM THE FARTHEST EDGE OF THE SUBJECT AREA TO THE
CENTER OF THE BASE OF THE CLOSEST QUALIFYING TREE.
C. SITE PLAN APPROVAL FROM THE RESPECTIVE EASEMENT HOLDER SHALL BE CONSTRUED AS
APPROVAL OF ALL ENCROACHMENTS, AS SHOWN. ON THIS PLAN. (SEE NOTE ON ITEM 1.D.)
D. THE FOLLOWING VEGETATION MATERIALS, AS LISTED BY COMMON NAME, SHALL CONSTITUTE NOT MORE
THAN TWENTY-FIVE (25) PERCENT OF THE TOTAL REQUIREMENT FOR THE SPECIFIC CATEGORY:
LARGE TREE CATEGORY: RIVER BIRCH
SMALL TREE CATEGORY: ARISTOCRAT PEAR
EVERGREEN SHRUB CATEGORY:
BRADFORD PEAR
CAPITOL PEAR
CLEVELAND SELECT PEAR
RED TIP PHOTINIA
E. DUMPSTER/COMPACTOR SHALL BE SCREENED ON 3 SIDES IN ACCORDANCE WITH SECTION 9-4-268
(U OF THE CITY CODE.
F. EXISTING SUBSTITUTE VEGETATION MATERIALS HAVE BEEN NOTED INCLUDING THEIR SPECIFIC
LOCATION(S), TYPE(S), AND SIZE(S).
G. EXISTING SUBSTITUTE VEGETATION MATERIAL SHALL BE PROTECTED FROM SITE DEVELOPMENT
ACTIVITIES IN ACCORDANCE WITH SECTION 9-4-265 (F) OF THE CITY CODE.
H. NO LARGE TREES TO BE PLANTED WITHIN SANITARY SEWER OR WATERLINE EASEMENTS.
I. PARKING LOT AREA TO BE SCREENED IN ACCORDANCE WITH SECTION 9-4-268(L)9 OF THE CITY
CODE. PARKING AREA SCREENING SHALL BE INSTALLED WITHIN A 10 FOOT AREA ADJACENT TO AND
EXTENDING THE FULL STREET SIDE WIDTH OF ALL PARKING AREAS WHICH FRONT A PUBLIC OR PRIVATE
STREET.
J. MINIMUM OF 3 FEET CLEARANCE MUST BE MAINTAINED AROUND ALL FIRE HYDRANTS IN ACCORDANCE
WITH STATE BUILDING CODE.
K. VEGETATION WITHIN 10' OF BUILDING SHALL NOT COUNT TOWARD SITE REQUIREMENTS.
WARD
CONSULTING
�I ENGINEERS, P.C.
l FIRM LICENSE N0: C-2619
4805 Green Rd, Suite 100
Raleigh, NC 27616
Phone [phone]
Fax [phone]
bwardCwce-corp.com
THE
EAST
GROUP
■ Engineering ■ Architecture
■ Surveying ■ Technology
■ Corporate Office
324 Evans Street
Greenville, NC 27858
Tel [phone] Fax [phone]
www.eastgroup.com
■ NC Landscape Architectural
License No. C 427
SEAL:
\�O��N CARpZ�N.,�'.
.�PNDSC,4AF•q
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PERMIT SET
DATE: 11-17-2017
REVISIONS:
DRAWN BY: MMS
CHECKED BY: MMS
PLANTING
PLAN
SCALE: AS NOTED
SHEET N0.
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LEGEND
4— — — — — — — SURVEYED CONTOURS
4 PROPOSED CONTOURS
STREAM CENTERLINE
EXISTING TOP OF BANK
-- -- MEANDER/PROPERTY LINE
PROPOSED RIPRAP CLASS I MIX
WARD
CONSULTING
�I ENGINEERS, P.C.
l FIRM LICENSE N0: C-2619
4805 Green Rd, Suite 100
Raleigh, NC 27616
Phone [phone]
Fax [phone]
bwardCwce-corp.com
THE
EAST
NGROUP
■ Engineering ■ Architecture
■ Surveying ■ Technology
■ Corporate Office
324 Evans Street
Greenville, NC 27858
Tel [phone] Fax [phone]
www.eastgroup.com
■ NC Landscape Architectural
License No. C-427
SEAL:
`01111 u,,,,,
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.."QSC4**--•y
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PERMIT SET
DATE: 11-17-2017
REVISIONS:
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CHECKED BY: MMS
DECORATIVE
HARDSCAPE
PLAN
SCALE: AS NOTED
SHEET N0. 9

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6061 76 Aluminurn
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6061-T6 Alurninum
24
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1/7' Flat Ear
NOTE: 6061-T6 Aluminum
- The 318" flat bar for the kind
side hinge is 6" fora small
gangway and 8" for a large
gangway-
- The 1/2" flat bar For the 3" or 4"
rornplgangway side hinge is 3"
for a small gangway and 4" for
a large gangway.
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SCALE:
SHEET 4 OF 4
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REF: NA
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01 $,
0
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6" of 8"
8
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6061-T6 Alurninum
24
R1"
Cross -Section - T:2 Scale
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NOTE: 6061-T6 Aluminum
- The 318" flat bar for the kind
side hinge is 6" fora small
gangway and 8" for a large
gangway-
- The 1/2" flat bar For the 3" or 4"
rornplgangway side hinge is 3"
for a small gangway and 4" for
a large gangway.
I
REV T
SCALE:
SHEET 4 OF 4
DRAWN: I
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DATE: I
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3'x 12'
SHEET 1 OF 2 DATE I OVW17
Your Fh-A Choice Lor Floating Dock solations
2
Safe Launch
Sit
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NOTE:
CONTROL ARM MATERIAL TO BE CONSTRUCTED OF 3"x3" 6061 T6 MARINE GRADE ALUMINUM.
REV 1 *A'OYH: G. Gi3asio111111"'Arl-■ _ (-
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Town Common SHEET 2 OF 2 DATE 0411E%I7
Yaw First Choice for Floating Dock solutions
2 1 1
NOTE:
STIFFENER PLATES REQUIRED.
0 r
0
WARD
CONSULTING
�7ENGINEERS, P.C.
FIRM LICENSE N0: C-2619
4805 Green Rd, Suite 100
Raleigh, NC 27616
Phone [phone]
Fax [phone]
bward®wce–corp.com
N -4
CD
J
SEAL:
'�ttiltlllf lPl!*!
*`N CAC
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s 13344
NGIN� .+q
PERMIT SET
DATE: 11-17-2017
REVISIONS:
DRAWN BY: JSV
CHECKED BY: BLW
ACCUDOCK DETAILS
HINGE DETAILS FLOATING GANGWAY AND CONTROL ARM SCALE: NOT TO SCALE
2-1 SHEET NO. 10
SCALE: NOT TO SCALE SCALE: NOT TO SCALE
Float Assembly
Plan View
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S' x 8' Float S' x 8' Float
S' x 6' 5' x 6'
4' x 8' Float
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4' x 8' Float
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5'x 8' Float
5' x 8' Float
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Town Common SHEET 2 OF 2 DATE 0411E%I7
Yaw First Choice for Floating Dock solutions
2 1 1
NOTE:
STIFFENER PLATES REQUIRED.
0 r
0
WARD
CONSULTING
�7ENGINEERS, P.C.
FIRM LICENSE N0: C-2619
4805 Green Rd, Suite 100
Raleigh, NC 27616
Phone [phone]
Fax [phone]
bward®wce–corp.com
N -4
CD
J
SEAL:
'�ttiltlllf lPl!*!
*`N CAC
` 'OF
s 13344
NGIN� .+q
PERMIT SET
DATE: 11-17-2017
REVISIONS:
DRAWN BY: JSV
CHECKED BY: BLW
ACCUDOCK DETAILS
HINGE DETAILS FLOATING GANGWAY AND CONTROL ARM SCALE: NOT TO SCALE
2-1 SHEET NO. 10
SCALE: NOT TO SCALE SCALE: NOT TO SCALE

MIN. 10 GA.
LINE WIRES
8' MAX.
VARIABLE AS DIRECTED BY THE ENGINEER
.I III=1
'III 111
MI I I- -I11-
-1i1-II_I I I FRONT VIEW
111i1111„
NOTES:
- USE SILT FENCE ONLY WHEN DRAINAGE AREA
DOES NOT EXCEED 1/4 ACRE AND NEVER IN
AREAS OF CONCENTRATED FLOW
* FOR REPAIR OF SILT FENCE
FAILURES, USE NO. 57
WASHED STONE
STANDARD SILT FENCE
STEEL POST
WOVEN WIRE FABRIC
SILT FENCE FABRIC
MIN. 12 1/2 GA.
INTERMEDIATE
WIRES
/—GRADE
0
of FILL SLOPE
N Z
GRADE
IIE] II=1
�III„111= �6" MIN. COVER OVER SKIRT*
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:III -II. ANCHOR SKIRT AS
II-
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SIDE VIEW
HARDWARE CLOTH
RATE OR OPEN THROAT
r -
STRUCTURE
I
I
I
I
I
I
I
I
I
I
I
I
CONSTRUCTION SPECIFICATIONS
1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE ON ITS SIDE IN
THE BOTTOM ROW TO ALLOW POOL DRAINAGE. PLACE THE BOTTOM
ROW OF BLOCKS AGAINST THE EDGE OF THE CURB FOR LATERAL
SUPPORT AND TO AVOID WASHOUTS WHEN OVERFLOW OCCURS.
2. CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE WIRE MESH
WITH 1/2 INCH OPENINGS OVER ALL BLOCK OPENINGS TO HOLD
GRAVEL IN PLACE.
3. USE #57 WASHED STONE PLACED 2 INCHES BELOW THE TOP OF
THE BLOCK ON A 2:1 SLOPE OR FLATTER AND SMOOTH IT TO AN
EVEN GRADE.
4. APPROVED EQUIVALENTS ACCEPTED.
mLd
Ld
Of
D
0 D
STANDARD BLOCK & GRAVEL PROTECTION
#57 WASHED
STONE
" EXPANSION JOINT 3000# CONCRETE CONTROL
1ITH WATERPROOF FILLER (BROOM FINISH & AS SHOWN
TOOLED JOINTS)
(SEE SHEET 9 FOR
/ADDITIONAL FINISHES)
V
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I
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_=1 111 I I=
_L1 �T— - I IIIII i IiiiI i I—III— I
6" AGGREGATE BASE COURSE
PLAN VIEW 4" THICK CONCRETE SIDEWALK
NOTES:
1. PLACE A J" EXP. JT W/ WATERPROOF FILLER EVERY 18'
OR BETWEEN POURS.
2. SCORE CONCRETE FOR SIDEWALKS AS SHOWN ON PLANS.
3. SCORE CONCRETE RADIALLY TO MATCH CURVE WHEN
WALK CURVES.
CONCRETE SIDEWALK
1 3
SCALE: NOT TO SCALE2 1 SCALE: NOT TO SCALE SCALE: NOT TO SCALE
TOP FLOTATION
TURBIDITY CURTAIN
4 SCALE: NOT TO SCALE
NOTES:
CONTRACTOR TO SUBMIT SHOP
DRAWING
FOR APPROVAL PRIOR TO
INSTALLATION.
COMPACTED SUBGRADE
L Y S fl G HT © 120 St. Mary's Street
OMRaleigh, NC 27605 TOWN COMMONS FLOATING DOCK FILE NAME: 11527 TOWN COMMONS SIOl.dwg
flSSOCIRTES 91 9.833.0495 GREENVILLE, NC 10/la/17
LysaghtAssociates.com
structural engineers Firm No. C-0621 SHEET NO. 101
DOUSE ELEVATION
4
NOTES
I. COFFERDAM, DEWATERING, RIP RAP AND ABUTMENT WATERPROOFING SHALL
BE DESIGNED BY OTHER5.
2. TIMBER PILES SHALL BE PRESERVATIVE TREATED FOR MARINE USE. THEY
SHALL HAVE AN 8" MINIMUM TIP AND NATURAL TAPER. EMBEDMENT DEPTH
WILL BE 15' TO 20' TO ATTAIN ALLOWABLE LOAD5 OF 40 KIP5 VERTICAL
AND 5 KIPS HORIZONTAL AT EACH PILE.
3. CONCRETE 5HALL BE 3,000 P51 FOR FOOTINGS AND 4,000 P51 FOR WALL5.
r — — — — — — U5E A WATERPROOFING ADMIXTURE TO MINIMIZE WATER INFILTRATION IF THE
1 EXTERIOR WATERPROOFING SYSTEM FAIL5. REBAR5 Sf
4. ATTACHMENT OF GANGWAY AND CONTROL ARM TO ABL
a I FLOATING DOCK 5UPPL I ER. SUBMIT SHOP DRAWINGS TO
} — J ENGINEER FOR REVIEW PRIOR TO FABRICATION.,
+3'-O" T.O.W.
FLOATING DOC❑AEJTMENT
5 SCALE: NOT TO SCALE
MBER PILE
P)REGU1 RED
+I'-6" GRADE (MIN
ALONG WALL)
RIP RAP
WATER LEVEL
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TRAN5VER5E
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FIRM LICENSE NO: C-2619
4805 Green Rd, Suite 100
Raleigh, NC 27616
Phone [phone]
Fax [phone]
bward®wce-corp.com
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PERMIT SET
DATE: 11-17-2017
REVISIONS:
DRAWN BY: JSV
CHECKED BY: BLW
SITE, ABUTMENT, AND
EROSION CONTROL
DETAILS
SCALE: NOT TO SCALE
SHEET N0.

PLANTING DETAILS
SEEDLING/LINER BARER❑❑T PLANTING DETAIL
DIBBLE PLANTING METHOD
USING THE KBC PLANTING BAR
HEALING IN
1. Loc to a healing—in site in a shady, well
protaected area.
2. Excavate a flat bottom trench
12" deep and provide drainage.
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3. Backfill the trench with 2" well
rotted sawdust. Place a 2" layer of
well rotted sawdust at a sloping angle
at one end of the trench.
4. Place a Ingle laxer of lants
against tie sloping enc so that
the root collar is at ground level.
5. Place a 2" layer of well rotted
sawdust over he roots maintaining
a sloping angle.
6. Repeat layers of plants and sawdust
as necessary and water thoroughly.
4. Pull handle of bar
toward planter, firming
soil at bottom.
2"
2. Remove planting, bar 3. Insert planting bar
and place seedTing at 2" toward planter
correct depth. from seedling.
KBC PLANTING BAR
PLANTING NOTES: Planting bar shall have a
blade with a triangular
cross section, and shall
PLANTING BAG be 12" long, 4" wide and
During planting, seedlings1 " thick at center.
shall be kept in a moisttA
canvas bagg or similar
container fo prevent theroot systems from drying. ROOT PRUNING
All seedlings shall be root
pruned, if necessary, so that
no roots extend more than
10 inches (10") below the
root collar.
LONGITUDINAL ANCHOR TRENCH
STAKE AT 3'-5" P
fes,,.._:
TERMINAL SLOPE AND CHANNEL
ANCHOR TRENCH
CHECK SLOT AT
25' INTERVALS (MIN)
ISOMETRIC VIEW
`"'nODEN STAKES
INITIAL CHANNEL ANCHOR INTERMITTENT CHECK
TRENCH SLOT
NOTES:
1.
CHECK
SLOTS TO
BE CONSTRUCTED AT 25' INTERVALS.
2.
ALL MATTING TO
BE SECURED WITH WOODEN STAKES ACCORDING TO THE SPECIFICATIONS AT 5' INTERVALS.
3.
FABRIC
OVERLAP
WHEN 2 ROWS OF MATERIAL ARE USED SHALL BE PLACED WITH THE UPPER ROW OF MATERIAL
PLACED
OVER THE
LOWER ROW OF MATERIAL.
4.
TRENCH
MATTING
AT TOP AND BOTTOM OF MAT AS SHOWN IN DETAIL
5.
OVERLAP FABRIC
IN DIRECTION OF FLOW WITH MATTING UPSTREAM ON TOP OF DOWNSTREAM MAT.
6.
MATTING
WILL BE
INSTALLED ACCORDING TO THE SPECIFICATIONS.
NOTES:
1. SPECIAL STILLING BASIN LOCATION TO BE APPROVED BY THE
ENGINEER PRIOR TO INSTALLATION.
2. PROVIDE STABILIZED OUTLET TO DRAIN TOWARDS STREAM.
3. THE SILT BAG SHOULD BE REPLACED AND DISPOSED OF WHEN IT IS 75% FULL
OR WHEN IT IS IMPRACTICABLE TO MOVE OR OTHERWISE NOT FILTERING WATER
AT A REASONABLE FLOW RATE.
4. THE SILT BAG SHOULD BE REMOVED TO AN UPLAND AREA AND DISPOSED OF
WITH OTHER WASTE MATERIAL IN AN AREA PROTECTED BY SEDIMENT AND
EROSION CONTROL MEASURES. THE CONTENTS OF THE SILT BAG SHOULD BE
DISPOSED OF IN THIS AREA AND THE BAG ITSELF TAKEN OFF—SITE FOR
DISPOSAL.
REFORESTATION DETAIL 2-1 COIR MATS CHANNEL INSTALLATION 3SPECIAL STILLING BASIN
1 SCALE: NOT TO SCALE A SCALE: NOT TO SCALE J SCALE: NOT TO SCALE
WARD
CONSULTING
�[�ENGINEERS, P.C.
FIRM LICENSE N0: C-2619
4805 Green Rd, Suite 100
Raleigh, NC 27616
Phone [phone]
Fax [phone]
bward®wce—corp.com
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PERMIT SET
DATE: 11-17-2017
REVISIONS:
DRAWN BY: JSV
CHECKED BY: BLW
MISCELLANEOUS
DETAILS
SCALE: NOT TO SCALE
4_1 SCALE: NOT TO SCALE 5-1 SCALE: NOT TO SCALE SHEET NO. 12