20140122 Ver 1_401 Application_20140214

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Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Page 1 of 11
PCN Form —Version 1.3 December 10, 2008 Version
Pre - Construction Notification PCN Form
A. Applicant Information
1.
Processing
1a.
Type(s) of approval sought from the
Corps:
®Section 404 Permit El Section 10 Permit
1 b.
Specify Nationwide Permit (NWP) number: 13 or General Permit (GP) number:
1 c.
Has the NWP or GP number been verified by the Corps?
❑ Yes
® No
1 d.
Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ® Riparian Buffer Authorization
1 e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification:
❑ Yes ® No
For the record only
❑ Yes
for Corps Permit:
® No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program.
❑ Yes
® No
1 g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes
® No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
® No
2.
Project Information
2a.
Name of project:
Eastwood Culvert Removal and Streambank Stabilization
2b.
County:
Pitt
2c.
Nearest municipality/ town:
Greenville
2d.
Subdivision name:
Eastwood
2e.
NCDOT only, T.I.P. or state
project no:
3.
Owner Information
3a.
Name(s) on Recorded Deed:
See attached list for multiple locations.
3b.
Deed Book and Page No.
3c.
Responsible Party (for LLC if
applicable):
3d.
Street address:
3e.
City, state, zip:
3f.
Telephone no.:
3g.
Fax no.:
W W
3h.
Email address:
Page 1 of 11
PCN Form —Version 1.3 December 10, 2008 Version

4.
Applicant Information (if different from owner)
4a
Applicant is
® Agent ❑ Other, specify
4b
Name
Kinsey Holton
4c
Business name
(if applicable)
City Of Greenville
4d
Street address
1500 Beatty Street
4e
City, state, zip
Greenville, NC 27834
4f
Telephone no
252- 329 -4467
4g
Fax no
252 - 329 -4535
4h
Email address
kholton @greenvillenc gov
5
Agent/Consultant Information (if applicable)
5a
Name
5b
Business name
(if applicable)
5c
Street address
5d
City, state, zip
5e
Telephone no
5f
Fax no
5g
Email address
Page 2 of 11
PCN Form — Version 1 3 December 10, 2008 Version

B. Project Information and Prior Project History
1. Property Identification
1a Property identification no (tax PIN or parcel ID)
See attached maps
lb Site coordinates (in decimal degrees)
Latitude Longitude -
(DD DDDDDD) ( -DD DDDDDD)
1c Property size
acres
2 Surface Waters
2a Name of nearest body of water (stream, river, etc ) to
Meeting House Branch
proposed project
2b Water Quality Classification of nearest receiving water
C,NSW
2c River basin
Tar - Pamlico
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
Land use for these projects is mixed The streams have silted in because of a pipe failure and the stream banks around
the structures have significant erosion The stream banks have started to undercut and erode because of the failure
There is also a bulkhead in the stream that has started to fad as well
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
See attached
3d Explain the purpose of the proposed project
This project is intended to removefailed culvert piping causing a public safely hazard, improve the flow of the stream,
reduce flooding in the area and repair erosion on the streambanks
3e Describe the overall project in detail, including the type of equipment to be used
The project will cosist of removing two sections of 48" RCP that have failed and resolpe the stream banks at 3 1 and
provide a new floodplain bench within the stream We will also be repairing erosion downstream of the pipe failure due to
the turbulance that the failure has caused in the stream All the dirt from the pipe removal and sediment removed from the
stream will be hauled away The banks downstream of the failure will be regraded to a 3 1 slope with exception to the
stretch that will have a 6 1 and then 3 1 There will also be repair of bulkhead during this project, because of the damage
it has received because of the pipe failure After the stream banks have been stabilized we seed and mulch the slopes to
prevent future erosion All other disturbed areas will be seeded and mulched The grading and installation work will be
performed with an excavator See attached plans for further detailsof the improvements
4 Jurisdictional Determinations
4a Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
❑ Yes ® No ❑ Unknown
project (including all prior phases) in the past?
Comments
4b If the Corps made the jurisdictional determination, what type
❑ Preliminary ❑ Final
of determination was made?
4c If yes, who delineated the jurisdictional areas?
Agency /Consultant Company
Name (if known)
Other
4d If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation
Page 3 of 11
PCN Form —Version 1 3 December 10, 2008 Version

S. Project History
5a Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑ Yes ® No ❑ Unknown
5b If yes, explain in detail according to "help file" instructions
6. Future Project Plans
6a Is this a phased project?
❑ Yes ® No
6b If yes, explain
Page 4 of 11
PCN Form — Version 1 3 December 10, 2008 Version

C Proposed Impacts Inventory
1 Impacts Summary
la Which sections were completed below for your project (check all that apply)
❑ Wetlands ® Streams - tributaries ® Buffers
❑ Open Waters ❑ Pond Construction
2 Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted
2a
2b
2c
2d
2e
2f
Wetland impact
Type of jurisdiction
number —
Type of impact
Type of wetland
Forested
(Corps - 404, 10
Area of impact
Permanent (P) or
(if known)
DWQ — non -404, other)
(acres)
Temporary T
W1 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W2 ❑ P ❑ T
❑ Yes
❑ No
❑ Corps
❑ DWQ
W3 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W4 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W5 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W6 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
2g Total wetland impacts
0
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
3b
3c
3d
3e
3f
3g
Stream impact
Type of impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
number -
(PER) or
(Corps - 404, 10
stream
length
Permanent (P) or
intermittent
DWQ — non -404,
width
(linear
Temporary (T)
(INT)?
other)
(feet)
feet)
Removal of failed
® PER
® Corps
S1 ®P ❑ T
48" pipes from the
UT
❑ INT
® DWQ
15
50
stream
Removal of
S2 ❑ P ® T
sediment deposits
® PER
® Corps
15
30
caused by the
❑ INT
® DWQ
failure
S3 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S4 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S5 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S6 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
3h Total stream and tributary impacts
80
31 Comments
Page 5of11
PCN Form — Version 1 3 December 10, 2008 Version

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 Temporary
T
4b
Name of waterbody
(if applicable)
4c
Type of impact
4d
Waterbody type
4e
Area of impact (acres)
01 ❑P ❑T
02 ❑P ❑T
03 ❑P ❑T
04 ❑P ❑T
4f. Total open water impacts
4g Comments
5 Pond or Lake Construction
If pond or lake construction proposed, the complete the chart below
5a
Pond ID
number
5b
Proposed use or purpose of
pond
5c
Wetland Impacts (acres)
5d
Stream Impacts (feet)
5e
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
5f. Total
5g Comments
5h Is a dam high hazard permit required
❑ Yes ❑ No If yes, permit ID no
51 Expected pond surface area (acres)
5j Size of pond watershed (acres)
5k Method of construction
Page 6 of 11
PCN Form — Version 1 3 December 10, 2008 Version

6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below If yes, then individually list all buffer impacts
below If any impacts require mitigation, then you MUST fill out Section D of this form
6a
❑ Neuse ®Tar- Pamlico ❑Other
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b
6c
6d
6e
6f
6g
Buffer impact
number —
Reason
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P)
for impact
Stream name
mitigation
(square feet)
(square feet)
or Temporary
required?
T
Regrading
of side
❑ Yes
B1 ®P ❑ T
slope and
UT
® No
3200
bulkhead
repair
B2 ❑ P ®T
Access
UT
®Nos
2000
Removal
❑ Yes
B3 ®P ❑ T
of existing
UT
® No
1280
1920
asphalt
6h Total buffer impacts
6480
1920
61 Comments The permanent impact will be to remove existing asphalt and seed and mulch the disturbed area and regrading
the the side slopes and providing a new flood plain
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a Specifically describe measures taken to avoid or minimize the proposed impacts in designing project
1 b Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques
The area to be disturbed is currently vegetated and we ne rplanted the complettion of the project
2 Compensatory Mitigation for Impacts to Waters of the U S or Waters of the State
2a Does the project require Compensatory Mitigation for
❑ Yes ® No
impacts to Waters of the U S or Waters of the State?
2b If yes, mitigation is required by (check all that apply)
❑ DWQ ❑ Corps
❑ Mitigation bank
2c If yes, which mitigation option will be used for this projects
❑ Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a Name of Mitigation Bank
3b Credits Purchased (attach receipt and letter)
Type
Quantity
Page 7 of 11
PCN Form — Version 1 3 December 10, 2008 Version

3c Comments
4.
Complete if Making a Payment to In -lieu Fee Program
4a
Approval letter from in -lieu fee program is attached
❑ Yes
4b
Stream mitigation requested
linear feet
4c
If using stream mitigation, stream temperature
❑ warm ❑ cool ❑cold
4d
Buffer mitigation requested (DWQ only)
square feet
4e
Riparian wetland mitigation requested
acres
4f
Non - riparian wetland mitigation requested
acres
4g
Coastal (tidal) wetland mitigation requested
acres
4h
Comments
5
Complete if Using a Permittee Responsible Mitigation Plan
5a
If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan
6
Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a
Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
❑ Yes ® No
6b
If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation Calculate the
amount of mitigation required
Zone
6c
Reason for impact
6d
Total impact
(square feet)
Multiplier
6e
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1 5
6f Total buffer mitigation required
6g
If buffer mitigation is required, discuss what type of mitigation is proposed (e g , payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund)
6h
Comments Currently maintained as grass up to the top of bank
Page 8 of 11
PCN Form — Version 1 3 December 10, 2008 Version

E
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1
Diffuse Flow Plan
1a
Does the project include or is it adjacent to protected riparian buffers identified
® Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
lb
If yes, then is a diffuse flow plan included? If no, explain why
Comments There will be no point dischage, the site will still allow for sheet flow of
❑ Yes ® No
the water
2.
Stormwater Management Plan
2a
What is the overall percent imperviousness of this project?
0%
2b
Does this project require a Stormwater Management Plan?
❑ Yes ® No
2c
If this project DOES NOT require a Stormwater Management Plan, explain why Disturbed area does not meet the
requirements
2d
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan
❑ Certified Local Government
2e
Who will be responsible for the review of the Stormwater Management Plan?
❑ DWQ Stormwater Program
❑ DWQ 401 Unit
3
Certified Local Government Stormwater Review
3a
In which local government's jurisdiction is this project?
City of Greenville
® Phase II
3b
Which of the following locally - implemented stormwater management programs
❑ NSW
❑ USMP
apply (check all that apply)
❑ Water Supply Watershed
❑ Other
3c Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
4
DWQ Stormwater Program Review
❑ Coastal counties
❑ HQW
4a
Which of the following state - implemented stormwater management programs apply
❑ ORW
(check all that apply)
❑ Session Law 2006 -246
❑ Other
4b
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes E] No
attached?
5
DWQ 401 Unit Stormwater Review
5a
Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b
Have all of the 401 Unit submittal requirements been met?
® Yes ❑ No
Page 9 of 11
PCN Form — Version 1 3 December 10, 2008 Version

F.
Supplementary Information
1
Environmental Documentation (DWQ Requirement)
la
Does the project involve an expenditure of public (federal /state /local) funds or the
® Yes
❑ No
use of public (federal /state) land?
lb
If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes
® No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c
If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
❑ Yes
❑ No
letter)
Comments
2
Violations (DWQ Requirement)
2a
Is the site in violation of DWQ Wetland Rules (15A NCAC 2H 0500), Isolated
Wetland Rules (15A NCAC 2H 1300), DWQ Surface Water or Wetland Standards,
❑ Yes
® No
or Riparian Buffer Rules (15A NCAC 2B 0200)?
2b
Is this an after - the -fact permit applications
❑ Yes
® No
2c
If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s)
3
Cumulative Impacts (DWQ Requirement)
3a
Will this project (based on past and reasonably anticipated future impacts) result in
❑ Yes
® No
additional development, which could impact nearby downstream water quality?
3b
If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy If you answered "no," provide a short narrative description
4
Sewage Disposal (DWQ Requirement)
4a Clearly detail the ultimate treatment methods and disposition (non - discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility
Page 10 of 11
PCN Form — Version 1 3 December 10, 2008 Version

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
❑ Yes ® No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑ Yes ® No
impacts?
El Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted.
❑ Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ® No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
❑ Yes ® No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA- designated 100 -year floodplain?
❑ Yes ® No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination?
Kinsey Holton, PE
/
27#7vJ y
/( /Date
Applicant/Agent's Printed Name
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization letter from the applicant
is provided.)
Page 1 1 of 11
PCN Form —Version 1.3 December 10, 2008 Version

OPIS Print
Pitt County Government
l� E Green -ille, North Carolina Pitt t!
�4 1 1
v.;. www.pittcountync.gov
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Page 1 of 1
Parcel
06138
Physical Address
99 NICHOLS DR
Owner Name
HART JOHN SMITH
OwnerAddressl
HART FRANCES BOOTH
OwnerAddress2
99 NICHOLS DRIV
OwnerAddress3
City / State / Zip
GREENVILLE NC 27858
NC PIN
4697453236
Subdivision / Section / Phase
Prior Legal Description
RES. DEVONSHIRE EXT.
Block / Lot
Tract
Building Number / Unit
Acres
1.62
Current Owner Deed/Document
000192 00388
Map Book
-
Deed / Document Date
08/1988
Deed / Document Sales Price
$97,000
Building Type / Use
SFR CONST(SFRS/L)
Number of Buildings
I
Year Built
1966
Total Living Area
2862
Building Value
$128,702
Extra Features Value
$4,830
Land Value
$29,808
Total Current Market Value
$163,340
Total 2011 Market Value
$152,759
Revaluation Year
2012
Municipality
GREENVILLE
Township
GREENVILLE
Fire Service District
INSIDE MUNICIPALITY
Census Tract
3.02
Neighborhood
004026
Elementary School
EASTERN ES
Middle School
C M EPPES MS
High School
J H ROSE HS
Disclaimer: This tax record is prepared for the inventory of real property within Pitt County 0 23 46 92 138 184 Feet
and is compiled from recorded deeds, plats, tax maps, surveys, and other public records.
Users of this data are hereby notified that the aforementioned public primary information
sources should be consulted for verification. Pitt County assumes no legal responsibility
for the information contained herein.
PLEASE NOTE:
Copyright©2014, Pitt County, north Carolina. Parcel ownership information updated nightly.
Map printed 1/28/2014.
http:// gis. pittcountync. gov /opis /Fnrint.aspx ?resetSession= true &x 1 =2493636.991987182&y... 1/28/2014

OPIS Print
,,tom °tom Pitt County Government
�4 Greenville, North Carolina I Pict
www.pittcountync.gov
Page 1 of 1
Parcel 05954
y 9
Physical Address 101 EASTBROOK DR
• O EASTBROOK APARTMENTS
41835' Owner Name LLC
OwnerAddressl PO BOX 3316
�u �'' ✓".. OwnerAddress2
413',6 `
OwnerAddress3
City / p
Og�' ;"'' ty State / Zip GREENVILLE NC 27836
41837, .�Ey4 NC PIN 4697457533
58335:'. R
Subdivision / Section / Phase
a �
k ' O ` 04053k C "i Prior Legal Description EASTBROOK APARTMENTS
: �14,J/ T' f r RRyC Block / Lot
Tract
'41k jD
« Building Number/ Unit
57280 Acres 21.51
.w;
e Current Owner 002556 00627
`,.. Deed /Document
Map Book -
C Deed / Document Date 10/2008
577M
r, • Deed / Document Sales Price $0
+` 405954
h ' Building Type / Use MFR CONST(GARDENAPT)
Number of Buildings 24
138 572_Tl Year Built 1972
' k�� Total Living Area 173522
Building Value $3,453,000
Extra Features Value $25,840
' Land Value $1,193,004
Total Current Market Value $4,671,849
Total 2011 Market Value $4,108,844
? Revaluation Year 2012
r G
ur Municipality GREENVILLE
4 Township GREENVILLE
be
a
r. r O Fire Service District INSIDE MUNICIPALITY
Census Tract 3.02
Neighborhood 004019
25579 Elementary School EASTERN ES
Y4: • 4`
Middle School C M EPPES MS
1 t High School J H ROSE HS
i ✓' � f F' e
Disclaimer: This tax record is prepared for the inventory of real property within Pitt County o 23 46 92 138 184 Feet
and is compiled from recorded deeds, plats, tax maps, surveys, and other public records.
Users of this data are hereby notified that the aforementioned public primary information
sources should be consulted for verification. Pitt County assumes no legal responsibility
for the information contained herein.
PLEASE NOTE:
Copyright©2014, Pitt County, North Carolina. Parcel ownership information updated nightly.
Map printed 1/28/2014.
http: / /gis.pittcountync.gov /opis /print.aspx ?resetSession = true &x 1= 2493903.8515624967 &... 1/28/2014

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LEGEND
ROW= RIGHT OF WAY
B-B = BACK OF CURB TO BACK OF CURB
DB - DEED BOOK
MB- MAP BOOK
PG = PAGE
TOB = TOP OF BANK
TOE - TOE OF BANK
CMP = CORRUGATED METAL PIPE
RCP - REINFORCED CONCRETE FIRE
NOR17ONTAL GRAPHIC SCALE
20 0 10 20 40
( IN FEET )
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I EXISTING CONDITIONS NOTE
THE EXISTING CONDRION5 WERE 5URVEYED BY BILLY MERRILL P L 5
IN JUNE AND AUGUST 2012 CONTRACTOR SHALL V15TT 51TE AND
BE AWARE OF ANY CHANGED CONDMON5
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DEMOLITION NOTES
1) IN5TALL APPROPRIATE ERO510N CONTROL MEA5URE5 F TREE PROTECTION PRIOR TO
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EROSION CONTROL PROVISIONS
1) NO PERSON MAY INITIATE A LAND DISTURBING ACTIVITY BEFORE NOTIFYING THE CRY OF GREENVILLE OF
THE DATE THAT THE LAND D15TUR51NG ACTIVITY WILL BEGIN
2) LAND DISTURBING ACTIVITY BEYOND THAT REQUIRED TO INSTALL APPROPRIATE EROSION CONTROL MAY
NOT PROCEED UNTIL EROSION CONTROL MEASURES ARE INSPECTED AND APPROVED BY THE CITY
3) SCHEDULING OF A PRE- CON5TRUCTION CONFERENCE WITH THE ERD51ON CONTROL INSPECTOR 15
REQUIRED PRIOR TO INITIATING LAND DI5TURBING ACTIVITIES FOR INSPECTION CALL (252) 329 -4467
24 HOUR NOTICE 15 REQUIRED
4) INSTALL ROCK INLET SEDIMENT TRAPS AROUND ALL CATCH BA51N5 DROP INLETS AND YARD INLETS
5) PROVIDE 20 X SO X G' STONE CONSTRUCTION ENTRANCES AS SHOWN ON PLAN
6) SEED OR OTHERWISE PROVIDE GROUND COVER DEVICES OR 5TRUCTURE5 SUFFICIENT TO RESTRAIN
EROSION FOR ALL EXPOSED SLOPES WITHIN 7 DAYS OF COMPLETION Of ANY PHASE OF GRADING ON
PERIMETER AREAS AND SLOPES STEEPER THAN 3 1 ALL OTHER AREAS SHALL BE 5TA5IUZED WITHIN 14
DAYS
7) CONTRACTOR SHALL INSPECT AND MAINTAIN AS NEEDED ALL ER05ION CONTROL DEVICES ON A WEEKLY
BA515 AND AFTER EACH MAJOR STORM EVENT FAILURE TO KEEP ALL EROSION CONTROL DEVICES IN
PROPER WORKING ORDER MAY RESULT IN A 5TOP WORK ORDER OR CIVIL PENALTIES UP TO $5000 00
PER DAY OF VIOLATION
8) THE CITY ENGINEER RESERVES THE RIGHT TO REQUIRE ADDITIONAL EROSION CONTROL MEASURES
SHOULD THE PLAN OR IP5 IMPLEMENTATION PROVE TO BE INADEQUATE
9) ACCEPTANCE AND APPROVAL OF TH15 PLAN 15 CONDITIONED UPON YOUR COMPLIANCE WITH FEDERAL
AND STATE WATER QUALITY LAWS REGULATION AND RULES IN ADDITION LOCAL CITY AND COUNTY
ORDINANCES OR RULES MAY AL50 APPLY TO TH15 LAND D15TURBING ACTIVITY APPROVAL BY THE CITY
DOES NOT SUPERSEDE ANY OTHER PERMIT OR APPROVAL
10) PLEASE BE ADVISED OF THE RULES TO PROTECT AND MAINTAIN EXISTING BUFFERS ALONG WATER
COURSES IN THE NEU5E AND TAR RIVER BASINS THESE RULES ARE ENFORCED BY THE DIVISION OF
WATER QUALITY (DWQ) DIRECT ANY QUESTIONS ABOUT THE APPIUCABIUTY OF THESE RULES TO YOUR
PROJECT TO THE REGIONAL WATER QUALM SUPERVISOR, WASHINGTON REGIONAL OFFICE AT
(252) 946 -6481
EROSION CONTROL MEASURES
1) ALL WORK WILL BE DONE IN ACCORDANCE WTRL THE CITY OF GREENVILLE EROSION CONTROL ORDINANCE
NO LAND DISTURBING ACTIVITY BEYOND THAT REQUIRED TO INSTALL THE APPROPRIATE EROSION
CONTROL MEASURES MAY PROCEED UNTIL MEASURES ARE INSPECTED AND APPROVED BY THE CITY OP
GREENVILLE CALL 329 4467 TO SCHEDULE AN INSPECTION
2) FOLLOWING SITE CLEARING ALL STORM DRAINAGE CULVERTS AND STRUCTURES SHALL BE INSTALLED
ROCK INLET SEDIMENT TRAPS SHALL BE PLACED AROUND ALL DRAINAGE 5TRUCTLJRn TO COLLECT
SURFACE RUNOFF AND CONTROL SILTATION AND RELEASE WATER AT A GRADUAL RATE ALL EASEMENTS
OUTSIDE THE PARKING LOT WHERE STORM PIPE5 ARE INSTALLED WILL BE GRADED SEEDED AND MULCHED
3) PARKING LOTS SHALL HAVE STONE BASE PLACED ON THEM FOR STABILIZATION AND SHOULDERS SHALL
BE SEEDED TO STABILIZE THE SOIL SEED BED PREPARATION SHALL BE CONDUCTED ACCORDING TO
NORTH CAROLINA DEPARTMENT Of TRANSPORTATION STANDARD 5PECIFICATION5 FOR RDAD5 AND
5TRUCTURE5 (DO T ) THE GROUND SURFACE SHALL BE CLEARED OF STUMPS 5TONE5 ROOTS CABLES
'WIRE GRADE 5TAKE5 AND OTHER MATERIALS THAT MIGHT HINDER PROPER GRADING TILLAGE SEEDING
OR SUBSEQUENT MAINTENANCE OPERATIONS GRADES ON THE AREA TO BE SEEDED SHALL BE
MAINTAINED IN A TRUE AND EVEN CONDITION MAINTENANCE SHALL INCLUDE ANY NECESSARY REPAIRS
TO PREVIOUSLY GRADED AREA5 ALL GRADED AREAS SHALL BE THOROUGHLY TILLED TO A DEPTH OP AT
LEAST FOUR (4) INCHES BY PLOWING DISKING HARROWING OR OTHER APPROVED METHODS UNTIL THE
CONDITION OF THE SOIL 15 ACCEPTABLE ON SITES WHERE 501L CONDITIONS ARE SUCH THAT HIGH CLAY
CONTENT AND EXCESSIVE COMPACTION CAUSE DIFFICULTY IN GETTING CLODS AND LUMP5 EFFECTIVELY
PULVERIZED THE CONTRACTOR SHALL USE THE ROTARY TILLAGE MACHINERY UNTIL THE MIXING OF THE
501L 15 ACCEPTABLE AND NO CLODS OR CLUMPS REMAIN LARGER THAN I Y2 INCHES IN DIAMETER A
FIRM AND COMPACT SEED BED IS REQUIRED AND AFTER BEING GRADED THE SEED BED SHALL E LIGHTLY
COMPACTED WITH I LAND ROLLER SUCH AS AMESTONE CONTAINING BEFORE AND AFTER SEWING LIMESTONE
SHALL 51 DOLOMITIC AGRICULTURE GROUND LIMESTONE CONTAINING NOT LESS THAN 10 PERCENT
MAGNESIUM OXIDE UME SHALL BE UNIFORMLY APPLIED AT THE RATE OF 2 TONS PER ACRE FERTILIZER
SHALL BE UNIFORMLY APPLIED AT E RATE OF E LI POUNDS PER ACRE OF Hn OF ANALYSIS THE
FERTILIZER PRIOR SHALL E INCORPORATED INTO THE UPPER THREE E FOUR INCHES LI PREPARED SEED BED
JUST PRIOR TO THE LAST TILLAGE OPERATION BUT IN NO CASE SHALL IT D APPLIED MORE THAN THREE
DAYS PRIOR TO SEEDING FERTILIZER SHALL BE USED IMMEDIATELY AFTER DELIVERY OR STORED E A
MANNER THAT WILL NOT PERMIT IT TO HARDEN SMALL DESTROY LIE EFFECTIVENESS WHEN HSEED USING
G
EQUIPMENT IS USED FOR SEEDING FERTILIZER SHALL E APPLIED SIMULTANEOUSLY WITH SEED USING
THE ABOVE RATES OF APPLICATION SEED SHALL BE CERTIFIED SEED EQUIVALENT BASED ON NORTH
CAROLINA SEED IMPROVEMENT ASSOCIATION REQUIREMENTS FOR CEREK TIFICATION ALL SEED SHALL
FURNISHED IN SEATED STANDARD CONTAINERS SEED WHICH HAS BECOME WET MOLDY OR OTHERWISE
DAMAGED PRIOR TO SEEDING WILL NOT BE ACCEPTABLE SEEDING SHALL BE ACCOMPLISHED ITH HAND
PLANTERS POWER -DRAWN PLANTERS HAND PECKERS OR HYDROSERDING EQUIPMENT NT AT AT THE HE FOLLOWING
RATES
PERMANENT SEEDING SCHEDULE (ENTIRE 51TE)
SEED BED PREPARATION
UME - 2 TONS PER ACRE
FERTILIZER (10.20 -20) - 500 POUNDS PER ACRE
SEEDING MD(TURE
(JANUARY I - MARCH 31)
COMMON BERMUDA GRA55 (UNHULLED) - 20 POUNDS PER ACRE
RYE (GRAIN) - 25 POUNDS PER ACRE
(APRIL I -JULY 31)
COMMON BERMUDAGRA55 (NULLED) -15 POUNDS PER ACRE
WEEPING LOVEGRA55 5 POUNDS PER ACRE
CENTIPEDE 8 POUNDS PER ACRE
(AUGUST 1 DECEMBER 31)
COMMON BERMUDA GRA55 (UNHULLED) 20 POUNDS PER CARE
TALL FESCUE - GO POUNDS PER ACRE
RYE (GRAIN) - 25 POUNDS PER ACRE
SEED BED PROTECTION
STRAW MULCH -2 TONS PER ACRE (VISUAL)
ASPHALT TACK - O 03 GALLONS PER SQUARE YARD
4) GROUND STABILIZATION (PER NCGO 10000)
A) SOIL 5TABIUZATION SHALL BE ACHIEVED ON ANY AREA OF A SITE WHERE LAND- DISTURBING ACTIVITIE5
HAVE TEMPORARILY OR PERMANENTLY CEASED ACCORDING TO THE FOLLOWING SCHEDULE
1) ALL PERIMETER DIKES 5WAUn DITCHES PERIMETER SLOPES AND ALL SLOPES STEEPER THAN 3
HORIZONTAL TO 1 VERTICAL (3 1) SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION
WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM
THE LAST LAND - DISTURBING ACTIVITY
IU ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH
GROUND COVER AS 50ON AS PRACTICABLE BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS FROM THE
LAST LAND - DISTURBING ACTIVITY
B) CONDITIONS - IN MEETING THE 5TABIUZAT10N REQUIREMENTS ABOVE THE FOLLOWING CONDITION5 OR
EXEMPTIONS SHALL APPLY
1) EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITY BASED ON WEATHER OR
OTHER SITE SPECIFIC CONDITIONS THAT MAKE COMPLIANCE IMPRACTICABLE
11) ALL SLOPES 50 IN LENGTH OR GREATER SHALL APPLY THE GROUND COVER WITHIN 7 DAYS EXCEPT
WHEN THE SLOPE 15 FLATTER THAN 4 1 SLOPES LE55 THAN 50 SHALL APPLY GROUND COVER WITHIN
14 DAYS EXCEPT WHEN SLOPES ARE STEEPER THAN 3 1 THE 7 DAY REQUIREMENT AFFUE5
III) ANY SLOPED AREA FLATTER THAN 4 1 SHALL BE EXEMPT FROM THE 7 DAY GROUND COVER
REQUIREMENT
IV) 5LOFE5 10' OR LE55 IN LENGTH SHALL BE EXEMPT FROM THE 7 DAY GROUND COVER REQUIREMENT
EXCEPT WHEN THE SLOPE 15 STEEPER THAN 2 1
V) ALTHOUGH STABILIZATION 15 USUALLY SPECIFIED AS GROUND COVER OTHER METHODS SUCH AS
CHEMICAL STABILIZATION MAY BE ALLOWED ON A CASE BY -CASE BASIS
VI) FOR PORTION5 OF PROJECTS WITHIN ONE MILE AND DRAINING TO TROUT WATERS AND HIGH QUALITY
WATERS AS CLA551FIED BY THE ENVIRONMENTAL MANAGEMENT COMM155ION STABILIZATION WITH
GROUND COVER SHALL BE ACHIEVED AS 50ON AS PRACTICABLE BUT IN ANY EVENT ON ALL AREAS OF
THE SITE WITHIN 7 CALENDAR DAYS FROM THE LAST LAND DISTURBING ACT
VII) FOR FORTION5 OF PROJECTS LOCATED IN OUT51FANDING RF50URCE WATERS WATERSHEDS AS
CLASSIFIED BY THE ENVIRONMENTAL MANAGEMENT COMMISSION STABILIZATION WITH GROUND
COVER SHALL BE ACHIEVED AS SOON AS PRACTICABLE BUT IN ANY EVENT ON ALL AREAS WITHIN
7 CALENDAR DAYS FROM THE LAST LAND - DISTURBING ACT
VIN) PORTIONS OF A SITE THAT ARE LOWER IN ELEVATION THAN ADJACENT DISCHARGE LOCATIONS AND
ARE NOT EXPECTED TO DISCHARGE DURING CONSTRUCTION MAY BE EXEMPT FROM THE TEMPORARY
GROUND COVER REQUIREMENTS IF IDENTIFIED ON THE APPROVED E45C PLAN OR ADDED BY THE
PERMITTING AUTHORITY
PERMANENT SEEDING SCHEDULE (ENTIRE SITE) CONTINUED
5) SELF INSPECTION AND REPORTING REQUIREMENTS (PER NCGO 10000) MINIMUM SELF INSPECTION AND
REPORTING REQUIREMENTS ARE AS FOLLOWS UNLE55 OTHERWISE APPROVED IN WRITING BY THE DM51ON
OF WATER QUALITY
A) A RAIN GAUGE SHALL BE MAINTAINED IN GOOD WORKING ORDER ON THE SITE UNLESS ANOTHER RAIN
MONITORING DEVICE HAS BEEN APPROVED BY THE PERMITTING AUTHORITY
B) A WRITTEN RECORD OF THE DAILY RAINFALL AMOUNTS SHALL BE RETAINED AND ALL RECORDS SHALL
BE MADE AVAILABLE TO DWQ OR A1JTHORIZW AGENT UPON REQUEST (NOTE IF NO RAINFALL
OCCURRED THE PERMTTTM MUST RECORD *ZERO')
C) ER05ION AND SEDIMENTATION CONTROL MEASURES SHALL Be IN5PECTED TO ENSURE THAT THEY ARE
OPERATING CORRECTLY INSPECTION RECORDS MUST BE MAINTAINED FOR EACH INSPECTION EVENT
AND FOR EACH MEASURE AT A MINIMUM INSPECTION OF MEASURES MUST OCCUR AT THE
FREQUENCY INDICATED BELOW
1) ALL EROSION AND SEDIMENTATION CONTROL MEASURES MUST BE INSPECTED BY OR UNDER THE
DIRECTION OF THE PERM(TTEE AT LEAST ONCE EVERY SEVEN CALENDAR DAYS
11) ALL EROSION AND SEDIMENT CONTROL MEASURES MUST BE INSPECTED BY OR UNDER THE
DIRECTION OF THE FERMITTEE WITHIN 24 HOURS AFTER ANY STORM EVENT OF GREATER THAN
O 50 INCHES OF RAIN PER 24 HOUR PERIOD
III) TIMES WHEN A DETERMINATION THAT ADVERSE WEATHER CONDITIONS PREVENTED INSPECTIONS
SHOULD BE DOCUMENTED ON THE INSPECTION RECORD
D) ONCE LAND DISTURBANCE HAS BEGUN ON THE SITE 5TORMWATER RUNOFF DISCHARGE OUTFALL5
SHALL BE INSPECTED BY OBSERVATION FOR ER05ION SEDIMENTATION AND OTHER STORMWATER
DI5CHARGE CHARALTER15TIC5 SUCH AS CLARITY FLOATING 5OUD5 AND OIL SHEENS INSPECTIONS
OF THE OUTFALL5 SHALL BE MADE AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WrMIN 24
HOURS AFTER ANY STORM EVENT OF GREATER THAN O 50 INCHES OF RAIN PER 24 HOUR PERIOD
E) INSPECTIONS ARE ONLY REQUIRED TO BE MADE DURING NORMAL BUSINESS HOURS WHEN ADVERSE
WEATHER CONDITIONS WOULD CAUSE THE SAFETY OF THE INSPECTION PERSONNEL TO BE IN JEOPARDY
THE INSPECTION CAN BE DELAYED UNTIL IT IS DEEMED SAFE TO PERFORM THESE DUTIES IF THE
INSPECTION CANNOT BE DONE ON THAT DAY IT MUST BE COMPLETED ON THE FOLLOWING BLI54NE55 DAY
F) TWENTY FOUR HOUR REPORTING POR VISIBLE SEDIMENT DEPOSITION
1) THE PERMITTEE SHALL REPORT TO THE DIVISION OF WATER QUALITY CENTRAL OFFICE OR THE
G)
AU5T INCLUDE AT A MINIMUM
ING PROPERLY
RE
OW5 MUST INCLUDE AT A MINIMUM
SUCH AS OIL SHEEN FLOATING OR
AND
INSPECTION RECORDS MUST INCLUDE
OL FUTURE RELEA5E5
M THAT HAS LEFT THE SITE LIMITS AND
J5 ALL INSPECTIONS SHOULD INCLUDE
TTE (WHERE ACCESSIBLE) TO DETERMINE IF
V) V151BLE STREAM TURBIDITY IF THE DISCHARGE FROM A SITE RESULTS INVISIBLE STREAM TURBIDITY
INSPECTION RECORDS MUST RECORD THAT EVIDENCE AND ACTIONS TAKEN TO REDUCE SEDIMENT
CONTRIBUTIONS SITES DISCHARGING TO STREAMS NAMED ON THE 5TATV5 303(D) L15T AS IMPAIRED
FOR SEDIMENT- RELATED CAUSES MAY BE REQUIRED TO PERFORM ADDITIONAL MONITORING
INSPECTIONS OR APPLICATION OF MORE STRINGENT MANAGEMENT PRACTICES IF IT 15 DETERMINED
THAT THE ADDITIONAL REQUIREMENTS ARE NEEDED TO A55UKE COMPLIANCE WITH THE FEDERAL OR
STATE IMPAIRED WATERS CONDITIONS IF A DISCHARGE COVERED BY THIS PERMIT ENTERS A STREAM
SEGMENT THAT LS LISTED ON THE IMPAIRED STREAM UST FOR SEDIMENT RELATED CAUSES AND A
TOTAL MAXIMUM DAILY LOAD (TMDU HAS BEEN PREPARED FOR THOSE FOLLUTANT5 THE PERMTTTEE
MUST IMPLEMENT MEASURES TO ENSURE THAT THE DISCHARGE OF POLUITANTS FROM THE SITE 15
CONSISTENT WITH THE ASSUMPTIONS AND MEETS THE REQUIREMENTS OF THE APPROVED TMDL THE
DWQ 303(D) UST CAN BE FOUND AT HTTPJ/1120 ENRSTATE NC U51TMDUGENERAL 303D HTW
6) ALL EROSION AND SEDIMENTATION CONTROL DEVICES SHALL REMAIN IN PLACE AND BE MAINTAINED BY THE
CONTRACTOR UNTIL ALL SEEDING 15 ESTABLISHED AND CONSTRUCTION AREAS HAVE BEEN STABILIZED
7) TEMPORARY SEEDING SEED IN ACCORDANCE WITH SOIL CONSERVATION SERVICE RECOMMENDATIONS
WITH REGARD TO SEED TYPE RATE OF APPLICATION FEKTIUZER. ETC
TEMPORARY GRAVEL
CONSTRUCTION ENTRANCE
NT5
DUN L 4C DETAIL41)
ANCHOR TRENCH ANCHOR TRENCH'
ER0510N CONTROL MATTING DETAIL
NI-5
1) PLACE STONE TO THE UN2 AND DIMENSION SHOWN W THE PLAN ON A FILTER FABRIC FOUNDATION
21 NTT THE CENTIRSTONE 5ECTION AT LWT 9 INCHES BELOW NATURAL GROUND LEVEL WHERE THE DAM ABUTS THE CHANNEL BANKS
31 EXTEND STONE AT LEAST 1 5 FEET BEYOND THE DITCH BANK TO KEEP WA1ER FROM CURING AROUND THE ENDS OF THE CHECK DAM
4) SET SPACING BETWEEN DAIS TO A55UM THAT THE ELEVATION AT THE TOP Of THE LOWER DAM IS THE SAME AS THE TOE ELEVATION OF THE UPPER DAN
5) FROMM THE CHANM 3. AFTER THE LOV45T CHECK DAM FROM HEAR FLOW THAT COLD CAUSE EROSION
Q MAKE SURE THAT THE CHANNEL REACH ABOVE THE M05T UP5TRpW 19 STABLE
7) ENSURE THAT OTHER AREAS Of THE CHANNE, SUCH AS CULVERT ENTRANCES B THE CHECK DIVAS ARE NOT 5UB)ECT TO DAMAGE OR BLOCKAGE FROM DISPLACED STONES
DESIGN CRITERIA
THE DRNNAGt ARfA 5 UMHED TO ONE HNP ACRE KEEP A MNOMUM HpGHT OP 2 PITT AT THE CENTER I Y OF NCDOT 15 OR
Or THE DNA K TH[ CpNTBR OF THE CHECK DAM AT LEAST 9 a4HE5 LOWM THN1 THE OUTER EDGES 057 WASHED STONE
AT NATURAL GROUND ELEVATION KEEP THE SIDE 51OPE5 OF THE DAM AT 2 1 OR MT7FA ENSURE iMAT 1 5
THE MAXIMUM SPACING BETWEEN DAMS PLACES THE TOE OF THE UPSTREAM DAM AT THE SAME ELEVATION
AS THE TOP OF THE DOWNSTREAM DAM 5TABIUZE OUTFLOW AREAS ALONG THE CHANNEL TO RESIST
MMON USE NCDOT CLASS B STONE AND LINE THE UPSTREAM SIDE OF THE DAM WITH NODOT 05 OR CLASS B RIP RAF O
057 STONE KEYTHE STONE INTO THE DITCH BANKS AND EXTEND IT BEYOND THE ABUINRNT5 AMINIMUM "D
OF 15 FEET TO AVOID WASHOUT FROM OVERFLOW AROUND THE DAM 2 MOAT
1 5 MIN MITER FA5WC QMER
iL 9 MW - Z-1 IFU3 Y Vr� 011_ 4 TC 017' OS�C�S -OO` xb, 1
ELICIT FABRIC
PLAN VIEW
CHECK DAM DETAILS
SEE DENR STANDARDS AND 5MIFCATLON5 FOR
COMPLETE DESIGN CRITERIA AND MAINTENANCE
VARIABLE AS DIRECTED BY EHGINFER
IN MAY wJ MIRE
I2 GNIGE 414 WELDED WIRE FABRIC
♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦
STEEL PEST
WIRE FABRIC
W RESISTANT
GEOTEIRTRE FABRIC
TAMP® BACKEILL
GROUND LINE
BURP FABRlC6 MRN
TEMPORARY SILT FENCE
NT5
NT5
GENERAL NOTES
CR055- 5ECTION VIEW
L e THE DISTANCE SLOT THAT POINTS
A AND B ARE OF EOUAL ELEVATION
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51DE VIEW Ilu
CONTRACTION JOINTS SHALL BE SPACED AT 1 O INTERVALS
EXCEPT THAT A 15' 5PACING MAY BE USED WHEN A MACHINE 15
USED OR WHEN SATISFACTORY 5UPPORT FOR THE FACE FORM
CAN BE OBTAINED WITHOUT THE USE OF TEMPLATES AT I O
INTERVALS JOINT SPACING MAY BE ALTERED BY THE ENGINEER
TO PREVENT UNCONTROLLED CRACKING
CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF
TEMPLATES OR FORMED BY OTHER APPROVED METHODS
WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES A
MINIMUM DEPTH OF I h' SHAD. BE OBTAINED
ALL CONTRACTION JOINTS SHALL BE FILLED WITH JOINT FILLER
EXPANSION JOINTS SHALL BE SPACED AT 90 INTERVALS AND
ADJACENT TO ALL RIGID OBJECTS
ALL CURB AND GUTTERS ARE TO BE POURED WITH CLA55'A"
CONCRETE (3000 P51)
FIi(ABLE FORMS ARE TO BE USED WHEN RADII 15 LE55 THAN
200
24" CONCRETE CURB AND GUTTER
STANDARD 2' -0" CURB AND GUTTER
NT5
REVISIONS
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