20191660 Ver 1_401 Application_20191209

Staff Review
Does this application have all the attachments needed to accept it into the review process?
r Yes r No
ID#*
20191660
Version* 1
Is this project a public transportation project?* r Yes
r No
Reviewer List:* Sue Homewood:eads\slhomewood
Select Reviewing Office:* Winston-Salem Regional Office - [phone]
Submittal Type:*
401 Application
Does this project require a request for payment to be sent?*
r
Yes
r
No
How much is r $240.00
owed?* r $570.00

Project Submittal Form
Please note: fields marked with a red asterisk below are required. You will not be able to submit the form until all
mandatory questions are answered.
Project Type: r New Project
r Pre -Application Submittal
r More Information Response
r Other Agency Comments
r For the Record Only (Courtesy Copy)
r Stream or Buffer Appeal
New Project - Please check the new project type if you are trying to submit a new project that needs an official approval
decision.
Pre -Application Submittal - Please check the pre -application submittal if you just want feedback on your submittal and
do not have the expectation that your submittal will be considered a complete application requiring a formal decision.
More Information Response - Please check this type if you are responding to a request for information from staff and
you have and ID# and version for this response.
Other Agency Comments - Please check this if you are submitting comments on an existing project.
Project Contact Information
Name: Josh Habeger
VUio is subrritting the inforrration?
Email Address: [e-mail]
Project Information
Project Name: Penry Road Stream Crossing
Is this a public transportation project?
r Yes
r No
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
r Yes r No r Unknown
County (ies)
Guilford
Please upload all files that need to be submited.
aick the upload button or drag and drop files here to attach document
PCN1-4StreamPermitComplete(11-7-19).pdf 439.86KB
19-036-274 Penry Road Sheets (11-7-19).pdf 8.97MB
Only pdf or krm files are accepted.
Describe the attachments:
one pdf is a filled out pre -construction notification form
one pdf is plan drawings showing the proposed stream crossing
V Bychecking the boxand signing box below, I certifythat:
o I have given true, accurate, and complete information on this form;

• I agree that submission of this form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the
"Uniform Electronic Transactions Act")
• I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes
(the "Uniform Electronic Transactions Act');
• I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written
signature; AND
o I intend to electronically sign and submit the online form."
Signature:
Submittal Date: Is filled in autonatically.

Office Use Only:
Corps action ID no.
DWQ project no.
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: 29 or General Permit (GP) number:
1 c.
Has the NWP or GP number been verified by the Corps?
❑X Yes ❑ No
1 d.
Type(s) of approval sought from the DWQ (check all that apply):
❑ 401 Water Quality Certification — Regular ❑X 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 ❑X No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for
mitigation of impacts? If so, attach the acceptance letter from mitigation bank
or in -lieu fee program.
❑ Yes ❑X No
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)?
❑ Yes ❑X No
2.
Project Information
2a.
Name of project:
402-404 Penry Road Stream Crossing
2b.
County:
Guilford
2c.
Nearest municipality / town:
Greensboro
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:
Penry Crossing, LLC
3b.
Deed Book and Page No.
6956-1267
3c.
Responsible Party (for LLC if
applicable):
David Levy
3d.
Street address:
300 S. Greene Street, Suite B-11
3e.
City, state, zip:
Greensboro, NC 27401
3f.
Telephone no.:
336-273-0568
3g.
Fax no.:
N/A
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 ❑X Other, specify: Buyer
4b.
Name:
4c.
Business name
(if applicable):
Technology Row
4d.
Street address:
6151 Burlington Road #169
4e.
City, state, zip:
Sedalia, NC 27342
4f.
Telephone no.:
757-207-0529
4g.
Fax no.:
N/A
4h.
Email address:
[e-mail]
5.
Agent/Consultant Information (if applicable)
5a.
Name:
Juhann Waller, PE
5b.
Business name
(if applicable):
JC Waller & Associates, PC
5c.
Street address:
7-L Dundas Circle
5d.
City, state, zip:
Greensboro, NC 27407
5e.
Telephone no.:
336-697-2637
5f.
Fax no.:
N/A
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):
PIN:7885631518
1 b.
Site coordinates (in decimal degrees):
Latitude: 36.09309 Longitude: -79.725184
1 c.
Property size:
6.33 acres
2.
Surface Waters
2a.
Name of nearest body of water to proposed project:
South Buffalo Creek
2b.
Water Quality Classification of nearest receiving water:
WS-V
2c.
River basin:
Cape Fear
3.
Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The site is undeveloped with trees and vegetation.
3b.
List the total estimated acreage of all existing wetlands on the property: 0.534
3c.
List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 296.29
3d.
The
Explain the purpose of the proposed project:
propose of this project is for the installation of stream crossing for the development of the site for a multi -family residential development.
3e. Describe the overall project in detail, including the type of equipment to be used:
The current project includes installing a culvert in a portion of the existing stream that bi-sects the property to allow the development of the property.
4.
Jurisdictional Determinations
4a.
Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (includingall riot phases)in the past?
0 Yes ❑ No ❑ Unknown
Comments:
4b.
If the Corps made the jurisdictional determination, what type
of determination was made?
❑Preliminary ❑X Final
4c.
If yes, who delineated the jurisdictional areas?
Name (if known): Jim Cutler
Agency/Consultant Company: Pyramid Environmental
Other:
4d.
If yes, list the dates of the Corps. jurisdictional determinations or State determinations and attach documentation.
5.
Project History
5a.
Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
El Yes ❑ No ❑X Unknown
5b.
If yes, explain in detail according to "help file" instructions.
6.
Future Project Plans
6a.
Is this a phased project?
❑X Yes ❑ No
6b. If yes, explain.
The intent is to install the culvert/stream crossing which will allow for the clearing of the rear of the property. The second phase will be develop the
property with Multi -family units.
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):
❑X 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 P
Culvert
Unknown
Yes
Corps
0.12
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:
0.12
2h. Comments:
Wetlands disturbances is required for the installation of the culvert/stream crossing.
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 P
Culvert
unnamed tributary
PER
Corps
4
113
S2
Choose one
-
-
S3
Choose one
-
-
S4
Choose one
-
-
S5
Choose one
-
-
S6
Choose one
-
3h. Total stream and tributary impacts
113
3i. Comments:
A portion of the stream is being piped for the development of the rear of the property.
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 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 -
Choose one
Choose
O2 -
Choose one
Choose
03 -
Choose one
Choose
04 -
Choose one
Choose
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, the complete the chart below.
5a.
Pond ID number
5b.
Proposed use or
purpose of pond
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
P1
Choose one
P2
Choose one
5f. Total:
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require miti ation, then you MUST fill out Section D of this form.
6a. Project is in which protected basin?
❑ Neuse ❑ Tar -Pamlico ❑ Catawba ❑ Randleman ❑X Other: Cape Fear
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 P
Culvert Crossing
unnamed Tributary
No
10,605
10,812
B2 -
Yes/No
B3 -
Yes/No
B4 -
Yes/No
B5 -
Yes/No
B6 -
Yes/No
6h. Total Buffer Impacts:
10,605
10,812
6i. Comments: Impacts are due to the culvert crossing.
Page 5 of 10

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The measures taken to avoid and/or minimize the proposed impact is to design and construction the roadway near the southern property line and
make the roadway perpendicular to the stream. In addition to the location 3:1 side slopes are utilized within the buffer area to minimize disturbance.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
The construction techniques that will be utilized to avoid and/or minimize the impacts would be installing erosion control measures and installing the
culvert in the dry.
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
❑ 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
buffer mitigation?
® Yes ❑X 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:
Page 7 of 10

E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
1 a.
Does the project include or is it adjacent to protected riparian buffers identified
❑ Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
1 b.
If yes, then is a diffuse flow plan included? If no, explain why.
❑ Yes ❑ No
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
2b.
Does this project require a Stormwater Management Plan?
❑ Yes 0 No
2c.
If this project DOES NOT require a Stormwater Management Plan, explain why:
The phase of the project does not require a stormwater management plan, however, a stormwater management plan will be required once the multi-
family development is designed and the impervious surface quantified.
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?
City of Greensboro
3.
Certified Local Government Stormwater Review
3a.
In which localgovernment's jurisdiction is thisproject?
City of Greensboro
0 Phase II
❑ NSW
3b.
Which of the following locally -implemented stormwater management programs
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c.
Has the approved Stormwater Management Plan with proof of approval been
El 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):
❑Session Law 2006-246
❑Other:
4b.
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑X 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?
❑X 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
❑ Yes
❑X 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
❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c.
If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
❑Yes
❑ No
letter.)
Comments:
2.
Violations (DWQ Requirement)
2a.
Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑Yes
❑X No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b.
Is this an after -the -fact permit application?
❑Yes
❑X No
2c.
If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3.
Cumulative Impacts (DWQ Requirement)
3a.
Will this project (based on past and reasonably anticipated future impacts) result in
❑Yes
❑X No
additional development, which could impact nearby downstream water quality?
3b.
If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
4.
Sewage Disposal (DWQ Requirement)
4a.
Clearly detail the ultimate treatment methods and disposition (non -discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
Page 9 of 10
PCN Form — Version 1.4 January 2009

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
❑ Yes ❑X No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
R Yes ❑ No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted.
Raleigh
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
NHP-data layer from ArcGis.
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?
No EFH resources in Guilford County
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?
NC DCR GIS Viewer- accessed 11-1-19
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?
❑ Yes ❑X No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination?
Guilford County GIS Viewer floodplain layer -accessed 11-1-19
/Z', %
/ �f
Applicant/Agent's Printed Name
Date
�AOplicant/Agent's Signature
( s signature is valid only if an authorization
letter from the a licant is rovided.
Page 10 of 10

a
m
c
a
N
0
0-
3
W
0
U
N
I
0
I
rn
.11
U)
U
PENRY ROAD STREAM CROSSING
PENRY CROSSING, LLC
402-404 PENRY RD.
GREENSBORO, GUILFORD COUNTY, NC
SHEET INDEX
CI00 MASTER PLAN SHEET
C101 EX. COND. + E AND S SHEET
C200 STORM SEWER AND PROFILE AND IMPACT SHEET
C300 DRAINAGE AREA MAP SHEET
C400 DETAIL SHEET
Know what's below.
Call before you dig.
X0111111//�
00000000 � '
oivSS�o°°/I/
p p i
SEAL
cl
G5657 o
° ° �� C
°O°°°°°°°
� 1ICI I i I 1 \����`
4
11/712019
�R.:•ASS
O
0 R �'
.
QJ
SEAL o
f
••.C-3934.•'
Ifill, c
a
t
F-LI
H1
w
L�
wl
I^
I --I
V O
� U
z
V O
W �
I�
W
F-+
z
d
DATE
11-4-19 s
a
DRAWN BY <
f
W. WILLIAMS I {
DESIGNED
f
BY t
J. WALLER
z
a
c
CHECKED
BY
J. WALLER
OLU
Q
LU r- M
f
SCALE
t
LU�LUNNU
i
U
oUz�w
N/A
z
¢Qp`D�
�zO�o�
t
W
U
m cco z
ao�vw
z
t
H-4 L
LL
L
cn
J LU
OLU
U^�'�LU
U
U
<
O
U J
a
/
11
S
HI
f
U
z
a
z
z
- O
t
~
a
1
W
f
t
f
t
w
z Ewa
W N
�c-
U
�
�
z
� 4
W°
0
c)Q
c)
V
O O
`
Otn
z
a
Oa
a
LL.LLV
S
/II
�M
a
W
f
U
III..Lnn
a
^�
V/
V
c
`V
a z
PROJECT NO.
c
c
19-036-274
z
t
f
SHEET NO.
t
C000
S

��\1111111//�
FOR INFORMATION ONLY
SITE SURVEY WAS PERFORMED BYIC WALLER &ASSOCIATES
AND SUPPLEMENTED WITH DATA FROM GUILFORD COUNTY GIS .
OU5,mE
MILL Rp.
4, !jam
.-.0, 1...0
°LESS0°00--7
oa do
SEAL o C
— G0 5657 0 °
0 0 ��
'9° °° N C I N E ,�°°� ��� t
�I �/ °0000000° Q`
1ICI
4
11/712019 a
�,•.• P p R •.•cam , -
V C \ TY MAP = ' -
� SEAL moo_
N TS n _
SITE DATA TABLE
LAND USE:
EXISTING: RESIDENTIAL
PROPOSED: RESIDENTIAL
EXISTING NUMBER OF LOTS: 1 402 404 PENRY RD.
ZONING GREENSBORO,NC 27405
PARCEL NUMBER:
82975
DEED BOOK:
DB:006956 PG:01267
PLAT BOOK:
N/A
PROPERTY OWNER:
PENRY CROSSING LLC
330 S. GREENE ST SUITE B-11
GREENSBORO, NC 27401
EXISTING ZONING:
PUD (PLANNED UNIT DEVELOPMENT)
PROPOSED ZONING:
PUD (PLANNED UNIT DEVELOPMENT)
TOTAL ACREAGE:
6.33 AC
TOTAL ACREAGE DISTRUBED:
0.31 AC
I I I I I i
— MACADONI RICHMONLJ, ,DI­1
WILLIAMSON, CHURCH OF GOD D.
/ I I pIN 78856348
UGH, I MACADONIA I CAROLYN MAR Y RD. I
MCC CHURCH of GOD 418 PEN pg:'ACRES
633866DEN, RICHARD BUSTER pIN# 8563380 PIN# 788 351 0.
LL1 — — — — — — _ �' RD. I 92 PIG
DB:3271 PG: I I ESIDENTIA
/ WETD-F�AG� i 414 R3 USE:
/ / / / 418 PENR p6:6 I 5
GILMER, MAW D V pIN# 788566-9 7885633866 $1 ACRES 0.71 A RES I ONE:R-
- 2-15 IA MILDRE G:307 PIN# / I
— WETLAND FLAG Y-WY-pB:1 26 P 3271 PG:351 TIAL
c•� / ANISSI� j— — � -ei�A RO D HEIRS � 414�P� 05 - � 026 ACRES I p6' 71 ACRES I USE:RESIDENT AL I �1SE�ZONpR 5 I I + + O
gURKESv� —I- —_ CRAWF E� �- � � SPIN# 78856318 � I 0. � �j II tk:
BO — _ T4 Y G:307 USE:RESIDENTIAL RESIDENTIAL ONE:RS-3 I + +
• a DB:1826 P I USE: I +
�] 412�NRY RD. / I pIN# 7885539855 I 0 ACES ZONE'. ZONE:R-5 I
_ + +
N# 7885538 6227 PG:1145 NTIAL I I
C° pg:4426�:1190 / DB. ES— USE:RESIDE + + + + N +
>-- /-4.71-A ZONE:R-5 87° 35' 31. + + + o I +
O ZESIDENTLAL
ACRES USE:RESIDENTIAL +\ + + + cl�z = US RI WETLAND F _13 \ ZONE:R-5 5. + —� + + + + + + + + + + I I I r I
W F— I D +
� ZONE WETLAND FLAG � Z
0..
D
/ C-) + +
w2- + + + I I
/ + + + + — - � + W +
/ t3IA�D�IAI%NC 4PENRD. +— 3 3 I �+ + + \ I �I+
PIM# 78855 8702 + + + + 2 L D AP UFFER BUILDING
\ I I 9 +
p :2063 PO:562 L- 02-10 UNITS I +
cu / 17 AC ES + 24—(2) BEDR❑❑M \ 1 I +
1 I +
/I \ I I
U E:RESID NTIAL BUILDING 4 +
/ I (
_
UNITS I +ZON: 24-3) BEDROOM
EIP 1.6835 WETLA [FLAG-
2-18 9.999'
++ +Q+ /
+
o I \ + + + + l WETLA + O = I I 1 + +
f o0
l I ++
\ +
a.
3.
O
w
Ln 1 / �— D F(PAG \ / / /
/ WETLAND FL)4G +
161-3934 .•'
a
f
F-LI
H1
w
I�
W
O
DATE
a
11-4-19
s
DRAKE PACER PENRY
=
ACQUISITION LLC
300 PENRY RD.
DRAWN BY
{
PIN# 7885731513
W. WILLIAMS
{
DB:8132 PGA95
DESIGNED BY
`
Ic
93.94 ACRES
USE:INDUSTRIAL
ZONE: CD-LI
J. WALLER
Z
a
f
�
CHECKED BY
0
z
��,
J. WALLER
Q
(�J
O
W J M M
U N U
f
SCALE
t
a�
U N
s
_
CO
U
OUz�w
1,=iU'
Z
�
o
:<<
t
Cy)
6zOMz
U)
U
aZ:)pvmlvw
t
1­__4ILL
z cn
J w
ILL
LU 1`1 LU
U
O
J
a
®CUSSING LLC d / / W 1-4 WETL ND FLAG a
I s
1 16 I s 4 2 4.44-PEN RD. / 4_ I++
i �� f
I / / Z
` / \ I WETLANDS PYN# 788563R1518 /� J / + (n 11
I g o AREA:18,729 SF /� / WEyCAND FL G
/ I o I I DB:6956 PG:1A7 B10-RETE❑TI❑N \REA ® O + z
I 0 W 1-3 +11
o LAN (FLAG \ \ 6.33 ACRES 9,000SE / / + / / WE AND FLAG a
� I / � dW 2-i z I \ I Q / / w 1 0 f
© / ➢ J, W LA FLAG USE:RESIDENTIAL �> �, + + a
rv� I
\ ZONE:PUDLU
08
/ �. / c j) /
7
00 r l /I
1 Lj 18 / WETI/AND FLAG
t ° WE LAND FLAG Ln °
i ® \ I l + W17 0 a
o I , WET AN FLAG ROJECT AREA r / I /` t
0 I I W 2-6 WETLA I \ l / I I I I AREA:41111
+ w (VIc
LD
WETLA FLAG I I I + Q <
o © I �LUB H❑USEI �W 2-224TLAND F AG +
, I / / 10 I I WC�iL AG +
\ I 0 2� 21 / / / + -
c �® , L �2 5 �� \` / ETLA D FLAG J
J ( �� i / + w1-8/ O a
Q C_
WETLAND FLAG M /zx ox \ E L [ . �� / C + p„{/
o ARRA I \ W 1-11 \ + U -
\ AY R UND \ / I f
\ / / MAIL B XJ \ \ / 1 \ \ \ I + I • ` Y
r I \
y
DNS UCTION ENTRANCE PE CO
o STA\DARD DETA 43
a�
a
3
71
0
I °
_ d. + O z
� I I I N BUILDING-
v �O WETLA D RLAG 3� guFF \ \ \ \
I Z E \ 24—(2) BEDROOM \
I 2-4 UNITS \ + +
/ :.� ` o
I
87° 54' 14 3 870 5A' 4.3
-.
'C J
J t J
- T
- J r
r r � r r •
t\, l
T a � tr a
:.Y
w
�
1y�
r
1.
��
- �
�
is � t ♦ �. '( -. :1'! / 1 11 1
-
J a J t r�
• RIM J
� "'�� �J
L•I ?.
�"i
� . 6 , Tr//.`> .ierTJ��
• z�� �'-=:���_�,��,�Q��ia�b��4 !fir �
d' 1 �' �. a' , v >t� �i�� '�� �„ ,�� ,i� -, •V
� !! .3 � 4 4 !� � � 4 �.. � 4 � .� �i 4�1��+�►, ,r !1 h1i, ..��#�+,� ��i�� !,� +�,- •;: •�1��,��i��� � �� �
� �
• ,
SCALE 1" = 30'
OEM
0 30' 60'
o
M
�
S
+f
LU
LU
f
{
(D
•
�
rd
z
z
EIP O
PROJECT NO.
c
z
Z
19-036-274 t
Know what's below.
t
Call before you dig.
SHEET NO. f
a
C 100 a
S
"
L
L

=R DAM
=SSARY
n
Ln
c
0
v
0
A
W
I
0
z
O
U
X
W
0
U
I
r
N
I
0
I
rn
y
UL
J
LL
z
Q N
�N
I
LL]N
Q c)
� N
W N
ME
EXISTING CONDITIONS
SCALE: 1•=20'
CONSTRUCTION SEQUENCE
1. CONTRACTOR SHALL INSTALL ALL SEDIMENT AND EROSION
CONTROL MEASURES PER SHEET C-101.
2. ALL CONSTRUCTION WORK WITHIN THE STREAM SHALL BE
PERFORMED IN THE DRY.
3. CONTRACTOR SHALL CONSTRUCT PROPOSED STREAM
IMPROVEMENTS.
4. CONTRACTOR SHALL CONSTRUCT NEW STREAM CHANNEL AND
STABILIZE STREAM BANKS PER DETAIL ON SHEET C-101.
5. CONTRACTOR SHALL STABILIZE ROAD BED AND STABILIZE SIDE
SLOPES PER THE PERMANENT SEED DETAIL ON C400.
6. CONTRACTOR SHALL REMOVE ALL E&S MEASURES ONCE SITE IS
STABILIZED AS DETERMINED BY THE ENGINEER OR AUTHORITY
HAVING JURISDICTION.
J
LL
Q__
/z
Q
h►J IVGI.GJJ/1R 1
EROSION AND SEDIMENT CONTROL
5'
SIDEWALK
(TYP.)
SCALE: 1•=20'
Rp
MILL Rp. L�NN
NiFFINE
S/TE
V C TY M A P
N TS
SITE DATA TABLE
LAND USE:
EXISTING: RESIDENTIAL
PROPOSED: RESIDENTIAL
EXISTING NUMBER OF LOTS: 1 402 404 PENRY RD.
ZONING GREENSBORO,NC 27405
'1
PARCEL NUMBER:
82975
DEED BOOK:
DB:006956 PG:01267
PLAT BOOK:
N/A
PROPERTY OWNER:
PENRY CROSSING LLC
330 S. GREENE ST SUITE B-11
GREENSBORO, NC 27401
EXISTING ZONING:
PROPOSED ZONING:
TOTAL ACREAGE:
TOTAL ACREAGE DISTRUBED
PUD (PLANNED UNIT DEVELOPMENT)
PUD (PLANNED UNIT DEVELOPMENT)
6.33 AC
0.31 AC
SEE SHEET C100 FOR CONSTRUCTION ENTRANCE LOCATION
EROSION CONTROL NOTES
1. CONTRACTOR IS RESPONSIBLE FOR ALL EROSION CONTROL REQUIREMENTS AND SHALL COMPLY
WITH ALL APPLICABLE REQUIREMENTS IN THE LATEST EDITION OF THE NORTH CAROLINA
EROSION & SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
2. ENSURE THAT ALL STUBBED OUT PIPES ARE PROTECTED AT THE END OF EACH WORK DAY.
3. CONTRACTOR SHALL INSPECT ALL EROSION CONTROL DEVICES AT LEAST ONCE A WEEK AND
PERFORM MAINTENANCE AS NECESSARY. CONTRACTOR SHALL INSPECT ALL EROSION CONTROL
DEVICES WITHIN 24 HOURS AFTER EACH RAIN EVENT ONE HALF INCH OR GREATER. A RAIN
GAUGE IS REQUIRED TO BE KEPT ON -SITE.
4. CONTRACTOR MUST REMOVE ALL TEMPORARY EROSION CONTROL DEVICES AS DIRECTED BY
SITE ENGINEER.
5. CONTRACTOR MUST TAKE NECESSARY ACTIONS TO MINIMIZE TRACKING OF MUD ONTO AREAS
OUTSIDE OF CONSTRUCTION AREAS. THE CONTRACTOR SHALL IMMEDIATELY REMOVE MUD/SOIL
FROM AREAS OUTSIDE OF CONSTRUCTION AREAS AS REQUIRED.
6. DEDICATED DEMOLITION AND OTHER WASTE AREAS AND EARTHEN MATERIAL STOCKPILES MUST
BE LOCATED AT LEAST 50' FROM STORM DRAINS OR STREAMS UNLESS NO OTHER
ALTERNATIVE IS FEASIBLE.
7. INSPECT ALL OUTLETS WHERE STORMWATER RUNOFF LEAVES THE SITE. CORRECTIVE ACTION
MUST BE TAKEN IF SEDIMENT IS DEPOSITED OFF SITE.
3'
3'
GRASS STRIP GRASS SHOULDER
24' ROADWAY
(TYP.)
ROAD CROSSING DETAIL
N.T.S.
DISTURBANCE AREA: 0.31 ac.11
CURLEX MATTING
3.0'
NOTE: CONTRACTOR SHALL NOT
INSTALL MATTING IN STREAM CHANNEL
STREAM BANK STABILIZATION DETAIL
N.T.S.
Know what's below.
Call before you dig.
SCALE 1" = 20'
0 20' 40'
��\1111111//�
��\ � p0000000
5 S 00
O °°'
oa do
SEcl
AL
5657 -o
°�
G��
0000-0000 P `�� •c
/V 1ICI
4
11/712019
``►►►111111//�� t
pR c
�Q ;'p� '9/ •;9� ; "C
U SEAL o
16.C-3934.1
a
I —I
w
I�
w
0
� U
z
V O
W �
I�
0
0
z
a
DATE c
11-4-19 s
DRAWN BY c
f
W. WILLIAMS I {
DESIGNED
f
BY `
`c
J. WALLER
z
a
{
CHECKED
BY a
Cn
z
I� M
J. WALLER
O
QLULL
LU w m
M
12 N
f
SCAL^E�
t
U
o U z w
i 11=20'
1
z
0
F— <
�z01-0ZD
L
LUm
U
cco z
aocnvw
z
t
H�
LL
cn
J w
OU^L'MLU
U
U
O
U J
<
a
{
S
/1
U)
a z
a
C
z
i
-O
O {
QLU
r
TT��
V1 1
O {
`
}
_j
(D
V
W
z
f
I
C
z�
0
o
a
{
.f
W
N
<
O
U
Q
<
z
4
O
�
Z
U
V
CD
Q {
O
Z
O
U
O
C�
m
U)
a
LU
H
LU
t
Z
a
z
PROJECT NO.
{
19-036-274
z
t
t
SHEETNO.
t
C
1
01 1
1
Sa
n
L
L

T
Ln
LO
rn
0
N
c
O
(31
a�
0
3
w
J
0
ntf
-
0
z
<
z
<
J
W
w
0
In
0
0
N
U
I
r
N
I
0
I
rn
/
rn
m
CD
) 7
0
FA
rNy a /
�� a /
%�� I all
� � aT �
g 7 /\\ a, a, a \
838 g0 �
m \� 768 Aj V, 3 �0
� �<o CO
.01 89Z
69 \ \ /
OF 48" ° PE / J
-
F
71�
S\_ 0 770
^. ^ 769 769 I /
\ <� 3 ^^ry \ Q \O
9
n 768 9�._ _ JJ
^co \ Z)N �ca� F
M 1
PROFILE INSET
SCALE 177 =20'
767
O °
\ACID
8n/
N
LD
SCALE 1 =20i T1
-
SCALE 1" = 20'
0 20' 40'
GRAPHIC SCALE
2'�-,
VE RT.: 1 "=2'
773
772
771
770
769
768
767
766
765
764
763
762
761
760
I ( / WETLA C+) g
LL
LLLLL
LLLLLLLL
L LLLLLLLLL
LL \ LLLLLLLL \ LL LLLLLLLL \ ��
LLL LLLLLLLL
LLL LLLLLLL
LLLL LLLLLLL
\ LLLLL LLLLLL
LLLLL LLLLL
LLLLLL LLLLL \
/Z I LLLLLL LLLL \
LLLLLL LLLLL
LLLLLLL LLL
LLLLLLL LL
LLLLLLLL
LLLL - \
I LL LLL L \
L LLLLLLL \
LLLLL
LR�L L \P ���FZ �L LL \ I
LLLL LLLLL \ \� eJo��\ LLLLL LLLLLL
LLLL LLLLL L
LLLL LLLLLLL LLL L L LLL
,ND FLAG I LLLLLLLLLL4L LLLLL LLLL \
LLL LLLLLLLL LLLL
N 2-8 I LLLLL LL \ \ LLLL LLLLL
I LL LLLLL \ LLL LLLLL
I I LL LLLL LLL LLL LLLLLL - - - - - - - - - - -
LL LLLL LLL \ LLL LLLLLL
LLLLLLLL LLL LLL
LLLLLLLL LLL LL LLLLLLLL \
LLLLLL LLL \ \ \ �g� LL LLLLLLLL
LL LLLLLLLLL \ L LLLLLLLLL
LL LLLLLLLLL L LLLLLLLLL
I L LLLLLLLLLL \ L L
L LLLLLLLLLL LLLLLLLLLL
ry -+ LLLLL LLLLLL WETLANDS L LLLLLLLLLL
\ LLLLL LLLLLL LLLLLLLLLL
1 J L LLL LLLLLL LLLLLLLLLL
I \ LLL LLLLLL LL
i I o z LLL LLLLLLL AREA: SF LLL LLLLLLL 1
o -I LLLLLLLLLLL LLLLL LLLLLLL I BID - �
LLL LLLLLLL LLLLL LLLLLL
WE LAND FLA LLLLLLLLLLL LLLLLLLLLLLLL \
LLL LLLLLLL L LLLLLLL LLLL
-I W 2_� L L \ LLLLLLLL LLL
z LLLLLL L LLLLLL
L LLLLLLLL L LLLLLLLLL LL
LLLLLLL LLL LLLLL
1 LLLLLLL LLLL \P'/� \ LLLLLLLLLLL -\E LA FLAG
1 LLLLLLL LLLL P LLLLLLLLLLL
LLLLLL LLLLL LLLLLLLLLLLL
LIIIIII IIIIIL o P\e e�� \ LLLLLIIIILII 21
D ` I LLLLLLLLLLLLL 1 3 vP \ LLLLLLLLL LL
_ LLLLL LLLLLLLL �� LLLLLLLL LL �
I I I LLL LLLLLLLL �O LLLLLLLL LL
LLLL LLLLLLL LLLLLLL LL
LLLL LLLLLLLL LLLLLLLLLL
- LLL LLLLLL L L LLLL L
LLLLLL? LL LLL LLLLLL LL �\
LLL P LLLL LL LLLL LL
I L�, xL��� �\�L LLLLLL
.a 1j L Lam„ LLL LL LLLL\L
L� LLLL L LLLLLL LL
LL LLLLLL L LLLLLL LLL
LLLL LLLL LLLLLLL LLL
LLLL LLLL L L LLLLLL LLL
LLL LLLL L LLLLLLLLLLL
TT LL LLLLLLLL LL
LLL LLL LLLLLL LLL \
IWET AN� FLAG- LLL LLL LLL LLLLLLLLL LLL FUTURE
LLL LLL LLL LLLLLLLL LLL
LL LLL LLLL LLLLLLLL LL
W 2_6 I LL LLL LLLLL LLLLLLLLLLLL IMPROVEMENTS
1 LLLL LLLLLL -LLLLLLLL LL
I L LLL M LLLL LLLLLLLL LL \
I L LLL "LLLLL LLLLLLLLLLL
I LLLL_ LLLLLL LLLLLLLLL LL
LLLLLLLLLLL LLLLLLLLL L
1 LLLL LLLL LLLLLLLLLLLL WETLAN�FLAG L
LLL LLLLLLL LLLLLLLLLLL \
LLL LLLLLLL ! LLLLLL LLLL
LLLLLLLLLLL LLLLLL W 2 22 I I LLLLLLLLLL LLLLL L \
LL LLLLLLLLLL LLL LL
WE'iL Ly� LLL o LLL LLLLL
'=LLLL LLLLLL
L LLL LLLL LLL LLLLLL
I LLLLL LLL LLLLLL
LLLL LLL LLLLL L
L LL L L LL LLLL L
L LLLLL LLLL z LLLL L L
LLLLLL LLLLLL o L LL LL L
LLLL ILL L LLL
d.. LLLL L�
d� LLLLL L a L L E L' ;[,.
LLLLLLL
LLL r L LL kL LLL \ O . O
LLLLLLLLLL L LL LLL
LLLLL LLLL LLL LLL
LLLLLL LLLL LLL LL
I LLLLLL LLLL
LLLLLL LLLL LL L
• MAIL B X jJ I I LLLLLL LLL LL �. LL
L LL LL LLL
S' AREA d' LLLLLLLLLLL \ (I LL LLLLL \
.. L � V_ L LL LLL
I I 4_1ll_ L LLLL \ \
J LLLLLL \
LLLLLL
LLLLLLLLLLLL L $LLLLLL
/ I LLLLL LLLLLL 'L LLLLLLL \ \
LLLL LLLLLL LLLLLL
LLLL LLLLLL LLLLLLLLL \
I FUTURE WETLA �LLLAGLL L L\LLLL \ \
IMPROVEMENTS LLLLLLLLLLL LLL LLLL L
LL L LLL L LLL LLLL LLL \
/ ' LL LLL L LLLLLLLL LLLL \ \
f LLL LLLLLLL LLLLL L LLLLL
LLL LLLLLLLL LLLLL LLLLLL
LLL LLLLLLL LLLLLL LLLLLLL
L LLLL L L LLLLLLL LLLLLLLL
/ o L LLLL p LLLLLLL LLLLLLLL-
87° 54' 4.3 "W L LLB LLLLLL L\LLLLL \
/ L LLLLL LL LLLLLLL
I I LL LLL LLL LLLLLLL
7 0. 20' LL LL LLL LLLLLLL \ \
LLL LLLLLL\ LL
LL LLL LLLLLL LLLL
LLL LLL LLLL LLLLLLLL LLLL \
LL LLL LLLL LLLLLLLLL LLL
LL LLLLLLLLL L
LLLLLLLLL LL
LLL LLLLL LLLLLLLLLL
LLLLLL LLLLL II L
--2_ LL L LLLLLLLL -
Qh LLLLLLL LLLL
LLLLLLLLLL LLL
LLLLLLLLL
o LLLLL LLLL
L LLLLLLLLLLL \
LLLLLLLLLL LLLLLLLLLLL
LLLLL LLLLL LLLLLLLLLLL
LLLLLL LLLLLL LLLLLLLLLLL /
LLLLLLL LL LLLLLLLLLLL
LD L LLLLLLLLLLL
I LLLLLLLLLLL
CA O \ LLLLLLLLLLL
/ l ZM I
WET L ND LA AGE m
CA
\ W4:r24--
FM
CA f�19-F J
\ - --� W -25 -
STREAM BUFFER IMPACT INSET
CCDD(� I
z
WETLAN (FLAG
d' W 2-� z
1 T
18 70
1 i
19 I J _
713
® I ,
1 WETLAND FLAG-
W 2-6
I I
I WE
I I
L
MAIL B T
6
I
,AREA
I
J 1 I
I
FUTURE
IMPROVEMENTS
87°
5 '
4.3
"W
70.
I
SCALE 177 =30'
WETLANDS
AREA:18,729 SF
1 BIB -
.AND FLAG 1
1
Cm)
FUTURE
IMPROVEMENTS
.�WETLAN FLAG
W 222 \ `
\
IDO.J
\
WETLA
D FLAG
_-
o
lilt
-
--
�o
ID L
LID
L
I
I
u1 O \
�\
WET L ND FLAG
z�-
m�
W 2��
W a'
P
ate_
-
\
W -25
WETLANDS IMPACT INSET
DISTURBANCE AREA: 0.31 ac.
SCALE 1"=30'
2
®2001
STREAM BUFFER AND WETLANDS IMPACT LEGEND
��\1111111//�
N
0000000000000
F 0 °°°
M IL
°°°
%
N UFFINE
_ SEAL
_ ° C
° cl
- 5657
Go off,
=�ti °
o�'41 �,t
0400, 0000
I'L1ICI
I i I 1 \`���` <
SITE
4
11 /712019 a
V C TY MAP
: Q.)-
NTS
= U SEAL o
=�• •n;
SITE DATA TABLE
LAND USE:
EXISTING: RESIDENTIAL
PROPOSED: RESIDENTIAL
EXISTING NUMBER OF LOTS: 1 402 404 PENRY RD.
ZONING GREENSBORO, NC 27405
PARCEL NUMBER:
82975
DEED BOOK:
DB:006956 PG:01267
PLAT BOOK:
N/A
PROPERTY OWNER:
PENRY CROSSING LLC
330 S. GREENE ST SUITE B-11
GREENSBORO, NC 27401
EXISTING ZONING:
PUD (PLANNED UNIT DEVELOPMENT)
PROPOSED ZONING:
PUD (PLANNED UNIT DEVELOPMENT)
TOTAL ACREAGE:
6.33 AC
TOTAL ACREAGE DISTRUBED:
0.31 AC
STREAM BUFFER
50' STREAM 50' STREAM
BUFFER BUFFER
010 STREAM 1D 20
20' 30' 30' 20'
TOP OF TOP OF ZONE(D30' UNDISTURBED BUFFER
BANK BANK ZONE020' RIPARIAN BUFFER
% C-3934•.4'
IN C
a
f
W
I�
0
L'7 �
W
U
w
�
O
Z
�
w
Q
SEE TABLE 12-5 IN CITY OF GREENSBORO LAND
DEVELOPMENT ORDINANCE ARTICLE 30-12-3.9 TABLE OF Z
ACTIVITIES AND STRUCTURES IN STREAM BUFFERS.
EROSION CONTROL NOTES
1. LUIVIrNMLIVEC IJ f%G3rUI1I3I0LG fUFN ALL GfCUJIUIV l.U1111RUL fCGIdUIfxr_mI1 IJ
AND SHALL COMPLY WITH ALL APPLICABLE REQUIREMENTS IN THE LATEST
EDITION OF THE NORTH CAROLINA EROSION & SEDIMENT CONTROL
PLANNING AND DESIGN MANUAL.
2. ENSURE THAT ALL STUBBED OUT PIPES ARE PROTECTED AT THE END OF
EACH WORK DAY.
3. CONTRACTOR SHALL INSPECT ALL EROSION CONTROL DEVICES AT LEAST
ONCE A WEEK AND PERFORM MAINTENANCE AS NECESSARY. CONTRACTOR
SHALL INSPECT ALL EROSION CONTROL DEVICES WITHIN 24 HOURS AFTER
EACH RAIN EVENT ONE HALF INCH OR GREATER. A RAIN GAUGE IS
REQUIRED TO BE KEPT ON -SITE.
4. CONTRACTOR MUST REMOVE ALL TEMPORARY EROSION CONTROL DEVICES
AS DIRECTED BY SITE ENGINEER.
5. CONTRACTOR MUST TAKE NECESSARY ACTIONS TO MINIMIZE TRACKING OF
MUD ONTO AREAS OUTSIDE OF CONSTRUCTION AREAS. THE CONTRACTOR
SHALL IMMEDIATELY REMOVE MUD/SOIL FROM AREAS OUTSIDE OF
CONSTRUCTION AREAS AS REQUIRED.
6. DEDICATED DEMOLITION AND OTHER WASTE AREAS AND EARTHEN MATERIAL
STOCKPILES MUST BE LOCATED AT LEAST 50' FROM STORM DRAINS OR
STREAMS UNLESS NO OTHER ALTERNATIVE IS FEASIBLE.
7. INSPECT ALL OUTLETS WHERE STORMWATER RUNOFF LEAVES THE SITE.
CORRECTIVE ACTION MUST BE TAKEN IF SEDIMENT IS DEPOSITED OFF SITE.
CONSTRUCTION SEQUENCE
1. CONTRACTOR SHALL INSTALL ALL SEDIMENT AND EROSION
CONTROL MEASURES PER SHEET C-101.
2. ALL CONSTRUCTION WORK WITHIN THE STREAM SHALL BE
PERFORMED IN THE DRY.
3. CONTRACTOR SHALL CONSTRUCT PROPOSED STREAM
IMPROVEMENTS.
4. CONTRACTOR SHALL CONSTRUCT NEW STREAM CHANNEL AND
STABILIZE STREAM BANKS PER DETAIL ON SHEET C-101.
5. CONTRACTOR SHALL STABILIZE ROAD BED AND STABILIZE SIDE
SLOPES PER THE PERMANENT SEED DETAIL ON C400.
6. CONTRACTOR SHALL REMOVE ALL E&S MEASURES ONCE SITE IS
STABILIZED AS DETERMINED BY THE ENGINEER OR AUTHORITY
HAVING JURISDICTION.
ZONE 1 BUFFER IMPACTED (10,605 SQ FT; 0.24 ACRES)
ZONE 2 BUFFER IMPACTED (10,812 SQ FT; 0.25 ACRES)
WETLANDS IMPACTED (5,182 SQ FT; 0.12 ACRES)
a
c
S
C
c
f
_c
L
f
i
f
z
f
c
f
Z
z
f
i
f
z
O +
a z
a
cn�2 i
wz
�O C
z U f
O�
14
>z ­
LU Q ­
Lu- ­ .{
a
DATE c
11-4-19 s
a
DRAWN BY c
f
W. WILLIAMS {
f
DESIGNED BY c
`c
J. WALLER
z
a
L
CHECKED BY
Ul)
z
d-
J. WALLER
O
LU
SCALE
QLULL U cV N U
c
U
oUzmw
N/A
z
O
J
wU)oDm
f
f
p�o�
<_Lm
W
U
ccoz
D U1 v W
H_
allz cn
J W .. zLL 0
f
LL
UU^Llu U
O
_J
a
U
(_
z
z
z
i
af
■ 0
0 1-
LU
f
z
w f
z 0
0
~
w a
U
Uj N
o�
f
L
0
^ L
0 Q
c_
.rid
N
f
a a
V
0
O O
z
i
`
a
�
W
O
O
W
Ly
l/�1
/LI
a
W
C
LU
•
Z
�
a
•
c
.c
0
PROJECT NO.
z
19-036-274
t
Know what's below.
t
Cali before you dig.
SHEET NO.
f
a
C200
a
n
i
L
L
L

a
LO
d)
:i
c
0
O
3
7
Q
Q
w
Q
W
0
Q
z
Q
O
0
O
O
U
I
N
I
Cfl
O
I
M
m
\
CO
HUFFINE MILL RD.
\i
Vi \ o \
790
\ \ Q10 121 CFS
780 \ \
DA 25.89 ACRES
(0
Ln
rn
_
ANDERSON STCD
I
100 00
I I I I 0
Y IC WALLER & ASSOCIATES AND
OM CITY OF GREENSBORO GIS .
STORAINVATER SEWER C'ALC'ULATIONS AND DESIGN TALE
ST ORNI RE T1­RN PERIOD: 10 I'R,
FIRO�f
IO
INL£I
AREA
(Ac,)
IOIAL
AREA
(Ac.)
I
(in1r)
C:
inlet
C
Cum.
CA
C:uw,
C:FS
GR-�TV
RIAV
IHROAT
FROhI
INI-,
10
TO
T\A"
(ft)
:1PPROk.
LENGTH
eft}
SLOPE
%
N
D(IHFO,)
(inches:)
PIPE
SIZE
(incheO
PIP£
�LkTIRLU
1TpGtrentn-1
Downrtrentn-,
24.89
2 ,89
9.49
0.84
0.84
",O1
1'_0,833
NJ.
-66.62
763,94
112.00
2,39
0,013
3S.16
48
RC?
ALL NECESSARY APPROVALS HAVE BEEN/WILL BE OBTAINED FROM THE STATE/CORPS
FOR ANY WETLAND DISTURBANCE AND STREAM CROSSING/DISTURBANCE.
GENERAL NOTES
1. CONTRACTOR SHALL OBTAIN ALL PERMIT APPROVALS PRIOR TO BEGINNING CONSTRUCTION. 8. LANDINGS OUTSIDE ALL "DOORS" SHALL BE SIZED PER NCBC AND SHALL BE CONSTRUCTED AT THE SAME ELEVATION AS
THE FFE, AND SHALL HAVE A MAXIMUM 2% SLOPE IN ALL DIRECTIONS INCLUDING THE DIAGONAL.
2. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING FEATURES PRIOR TO START OF CONSTRUCTION. ANY
DISCREPANCY IN LOCATION, SIZE, OR DESCRIPTION OF EXISTING FEATURES SHOWN ON THE PLANS SHALL BE BROUGHT TO 9. THERE SHALL BE NO DESIGNATED PEDESTRIAN ROUTES/SIDEWALKS WITHIN THE SITE, EXCEPT WHERE LABELED AS A RAMP
THE ATTENTION OF THE ENGINEER IMMEDIATELY. WITH RAILS, WHICH EXCEED A 5% SLOPE IN THE DIRECTION OF TRAVEL AND A 2% CROSS SLOPE.
3. THE CONTRACTOR WILL BE REQUIRED TO DO ALL WORK NECESSARY TO PROVIDE SUITABLE CONNECTIONS WITH ALL STORM 10. ALL PEDESTRIAN ROUTES >5% (1:20), IF ANY, ARE LABELED AS 'RAMPS' SHOWING SLOPES, LEVEL LANDINGS AT TOP AND
DRAINS AND UTILITIES ENTERING THIS PROJECT. BOTTOM(MAX. 2% SLOPE IN ANY DIRECTION INCLUDING DIAGONAL), RAILINGS/GUARDRAILS, AND SHALL COMPLY WITH NCBC.
4. NO SUBSURFACE INVESTIGATIONS OR DETERMINATION HAS BEEN MADE BY THE SURVEYOR OR ENGINEER. THE CONTRACTOR 11. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH C.O.G. AND NCDEQ.
SHOULD MAKE THEIR OWN INVESTIGATION AS TO THE SUBSURFACE CONDITIONS.
12. NO OVERHEAD POWER LINES WITH 10' OF THE STRUCTURES.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING, AVOIDING, AND PROTECTING ALL EXISTING UTILITIES ON SITE. 13. CONTRACTOR SHALL COORDINATE THE LOCATION OF THE ELECTRICAL CONDUIT WITH THE DESIGN ENGINEER AND THE CITY
6. CONTRACTOR SHALL ADJUST ALL UTILITY TOPS (VALVE BOXES, METER BOXES, MANHOLE ETC.) TO BE FLUSH WITH THE OF GREENSBORO PRIOR TO INSTALLATION BY WAY OF A PRE -CONSTRUCTION MEETING TO BE HELD AT LEAST THREE
PROPOSED FINISHED GRADE. WEEKS PRIOR TO SCHEDULED INSTALLATION.
7. THERE SHALL BE LEVEL TURNING AREAS(MAX. 2% SLOPE IN ANY DIRECTION INCLUDING IN THE DIAGONAL) ON ALL
PEDESTRIAN SURFACES WHERE AN INTERSECTING SIDEWALK CONNECTS WITH THE WALK.
LEGEND
DRAINAGE AREA
WETLANDS
AREA:16,379SF I 1
I I
- I ,
WETLANDS /
AREA:9,635SF
\ SITE
SF
CONSTRUCTION SEQUENCE
1. CONTRACTOR SHALL INSTALL ALL SEDIMENT AND EROSION CONTROL MEASURES
PER SHEET C-101.
2. ALL CONSTRUCTION WORK WITHIN THE STREAM SHALL BE PERFORMED IN THE DRY.
3. CONTRACTOR SHALL CONSTRUCT PROPOSED STREAM IMPROVEMENTS.
4. CONTRACTOR SHALL CONSTRUCT NEW STREAM CHANNEL AND STABILIZE STREAM
BANKS PER DETAIL ON SHEET C-101.
5. CONTRACTOR SHALL INSTALL/CONSTRUCT DRIVEWAY ENTRANCE AND ROADWAY
FROM PENRY ROAD. CONTRACTOR SHALL STABILIZE ROAD BED PER CABC STONE
DETAIL AND STABILIZE SIDE SLOPES PER THE PERMANENT SEED DETAIL ON C400.
6. CONTRACTOR SHALL REMOVE ALL E&S MEASURES ONCE SITE IS STABILIZED AS
DETERMINED BY THE ENGINEER OR AUTHORITY HAVING JURISDICTION.
PROPOSED STREAM
CROSSING
MILL Rp.
OU51mE
SI TE
V C TY M A P
N TS
11 SITE DATA TABLE
LAND USE:
EXISTING: RESIDENTIAL
PROPOSED: RESIDENTIAL
EXISTING NUMBER OF LOTS: 1 402 404 PENRY RD.
ZONING GREENSBORO, NC 27405
'1
PARCEL NUMBER:
82975
DEED BOOK:
DB:006956 PG:01267
PLAT BOOK:
N/A
PROPERTY OWNER:
PENRY CROSSING LLC
330 S. GREENE ST SUITE B-11
GREENSBORO, NC 27401
EXISTING ZONING:
PROPOSED ZONING:
TOTAL ACREAGE:
TOTAL ACREAGE DISTRUBED
PUD (PLANNED UNIT DEVELOPMENT)
PUD (PLANNED UNIT DEVELOPMENT)
6.33 AC
0.31 AC
SCALE 1" = 100'
I OEM
0 100, 200'
Know what's below.
Call before you dig.
,,,�IIIII►,,,
\ \A- CAR OC
o° a ti %
SEAL �o
W��5657 0
0
oo c E o° �, •
°O0000000°°
4
11/712019
�R.&•Ass
pR c
SEAL o
;. ,
,C-3934�.1 ` a
II C ``\`````, c
Ifill, c
a
�+ f
/-a
x
w
Q
� o
W U
w �
Z O
w �
0
z
a
DATE
11-4-19 s
a
DRAWN BY <
f
W. WILLIAMS I {
DESIGNED
f
BY `
J. WALLER
Z
a
CHECKED
BY
Ln
J. WALLER
OLUw�
Q
n M
ro
�LUNNU
f
SCALE
t
LU
v
O
oz0,w
w U) 20
1=100'
i
f
J
< gp 3 Z,
z m
f
LUO
U
H�
co
a0pvlvw
cl� Z cn
J LULL ..
t
f
z
O
�U
J
a
//11
S
H�
=
f
z
U
a
z
z
•
O
f
o�
a
1
LU
f
I" "1
z
f
V
C
z�
0
o
a
L
N
w t
UQ
PLAz
w 4
J
0
QC
U
Z
f
V
O
O
`
O
z
a
tn
in
O
M
S
L�
a
LU
f
LU
�
a
E
a z
PROJECT
NO.
z
19-036-274
t
f
SHEET NO.
t
C300
s
n
n

IZ
Lo
�i
0
v
a�
0
01
0
N
a
CJ L
'O'N `H9I31Vd
' T
G
SAVMHDIH 30 NOISIAIO
o
NOIIVIUOdSNVUi 30 'id3O
VNIIOUVO HiHON
NOIIVIIViSNI DNIiIVW
-
30 31tl1Srzy-,T8OJ
DNIMVUG 08VOMdiS HSIION3
w
r
w
a
y
E V
0 U
a
u Q
-_ - 0
A-_ 0-1
_ WU yW, d) Q
Z.
O w F= y F Z Cl y
FZ Lu
J=n: J=R O d
y.lO 1LV1 IL I'_ O
I
Z (n VI
W 0F. Z Z F
r
W r M y M
a 0
mWB a
-- Q Ln
6
J J
coIZ., J T..�.. =f� Q Q 2
f nq
y N Y
ITl
V t]
Ci a
R IZ-IWm Q w -
m °e
dyo� �di
z
a G
2
w�
{ y"
=
I
j a
�
FI ! T 7 f OI V] w<
O
O
F`
ro
�,
F
F, f [ I F
:4
_o
�
I I
tl,<.
�! T
t l
F m [
I W V
STATE OF
ENGLISH STANDARD DRAWING FOR
NORTH CAROLINA
MATTING INSTALLATION
o
DEPT. OF TRANSPORTATION
-
DIVISION OF HIGHWAYS
wco
RALEIGH, N.C.
w
� r
(5EF MAx�ITN
COG STD• �I��oOT g�C
\ #Dig & �IREING
#q30
)
In
� SLOP�'c1GZt1
COG STD. #432 STONE DITCH -
CHECK
TO BE USED FOR SILT
FENCE STONE OUTLET
- ALL SIDE SLOPES ARE 2:1
- STRUCTURAL STONE TO BE
'CLASS B' RIP -RAP
12" THICK LAYER OF #57
WASHED STONE FOR EROSION
CONTROL ON FACE
NOTES
MAXIMUM AREA TO BE
RETAINED BY SILT FENCE
GROUND
SLOPE
MAXIMUM
SLOPE
LENGTH
DRAINAGE AREA
(%)
(ft.) *
(90. FT.)
<2%
100
10, 000
2%-5%
75
7, 500
5%-10%
50
5, 000
10%-20%
25
2, 500
>20%
15
1, 500
e •�d Ati� 1".eaW ` y �i`s 4e• � B� d�
tiba
eti� � 7r �` e0� � H �9 _ • � 8 w �PfMYe ��4
\• ° 9 e i 1Yd_ A4• �.p �{p BYyp BJ 9}�
adr.
1. NON -EROSIVE OUTLETS ARE TO BE PLACED IN THE SILT FENCE AS SHOWN ON
THE PROJECT PLANS AND AS DIRECTED BY THE CONSTRUCTION INSPECTOR.
2. NON -EROSIVE OUTLETS ARE TO BE LOCATED AT ALL NATURAL DRAINAGE
AREAS AND DEPRESSIONS, WITH THE EXCEPTION OF PERENNIAL STREAMS.
3. THE MAXIMUM DRAINAGE AREA IMPOUNDED AT EACH OUTLET MUST NOT
EXCEED 1/4 ACRE.
PAGE 2 OF 2
a CITY OF GREENSBORO
SILT FENCE DETAIL STD. ND. 12REV.
430 031OB
D3iDs
1/C-400 STREAM BANK STABILIZATION DETAIL 12/C-400
W1 (FT.)
PLAN
0
0
H2
H1
co
6, B" 0.C.(TYP.)
REFER TO CHART
FOR�BARVSIZE FOR BAR SIZE
SIDE
z
Ocl)
NOTES:
< F_
* THIS PRECAST ENDWALL MAY BE USED FOR THE FOLLOWING
zz-I ==C7 U
STANDARDS: 838.01, 838.11, 838-21, 838,27, 838.33,
LL_J a-
838.39, 836.51, 838.57, 838.63 AND 838.69.
O 0 co =cc
^
* INSTALL PRECAST ENDWALLS WITH WINGS AND PAY
W Q Q I
FOR IN ACCORDANCE WITH SPECIFICATION SECTION 838.
Q U H O H
* USE 4000 PSI CONCRETE.
H = z W
* PROVIDE ALL REINFORCING STEEL WHICH MEETS ASTM A615
C/3 F-LL O J
FOR GRADE 60 AND WELDED WIRE FABRIC CONFORMING
ir II
p � U) Q
TO ASTM A185 WITH 2" MIN. CLEARANCE.
z ."�
* PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH
H
OSHA STANDARD 1926.704.
T W O
* PIPE TO BE GROUTED INTO HEADWALL AT JOB SITE BY
T 0
CONTRACTOR
* ALL ELEMENTS PRECAST TO MEET ASTM C913.
* WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REBAR
AS LONG AS THE SAME AREA OF STEEL IS PROVIDED.
* CHAMFER ALL CORNERS 1" OR HAVE A RADIUS OF 1".
Lu
NOTE: THE MINIMUM BAR SIZE SHALL BE #5 BARS
J Y
AT 8" CTS.THE CONTRACTOR WILL HAVE THE OPTION
J
TO INCREASE THIS BAR SIZE AS NEEDED.
LL a a
ENDWALL DIMENSIONS
FT.
MINIMUM
MIN./MAX.
MIN./MAX.
MIN./MAX.
MIN./MAX.
MIN./MAX.
PIPE DIA.
BAR SIZE
H1(FT.)
H2(FT.)
❑ (FT.)
W1
W2
1.0
#5 @ 8"
1.25/2.00
2.0013.75
1.25/1.75
3.00/3.75
5.50/6.00
1.25
#5 @ 8"
1.25/2.00
3.0013.75
1.25/2.00
3.50/3.75
6.50/6.75
1.50
#5 @ 8"
1.25/2.00
3.0014.25
1.50/2.50
3.50/3.75
6.50/6.75
2.0
#5 @ 8°
1.50/2.50
4.00/4.75
1.75�2.50
4.00�4.25
7.50/8.25
2.5
#5 @ 8"
2.50/3.50
4.00/6.00
2.00/3.00
4.50/5.50
10.00/11.50
3.0
#5 @ 8"
3.0013.50
5.0016.00
2.75/3.50
5.25/5.75
11.50/11.75
3.5
#5 @ 8"
3.25/4.50
6.00/6.75
3.25/3.50
6.00/6.75
12.00/13.25
4.0
#5 @ 8"
3.5014.50
6.5017.00
3.25/3.50
6.50/6.75
13.00/13.25
4.5
#5 @ 8"
4.00/5.00
6.50/8.50
3.25/4.00
7.00/9.25
13.50/15.75
5.0
#5 @ 8"
4.50/5.00
7.00J8.50
3.25/4.00
7.25/9.25
13.75/15.75
5.5
#5 @ 8"
4.50/5.00
7.50/8.50
3.25/4.00
7.25/9.25
14.00/15.75
6.0
#5 @ 8"
4.50/5.00
7.50/8.50
3.25/4.00
7.75/9.25
14.75/16.75
5/C-400 WEIR WALL AND ENDWALL DETAIL
3m
GI
F-A Z
Q Lu a
Q W a
O ~ N
< � h
�cc
z Z =
< O
In V =
N
' A r
a
z
Lu_j u,
oc cr
d 0
LL
HEET 1 OF 1
838.80
SILT FENCE DETAIL
d�` [N1rI[1AJ,` $gAvY`CE,P .0F4 .10 � LZATEp A.T .PVf# 5 PBVI fES ENTER JAV LFWYE A GT(x'7RWT[6W SfTE
TO .F94 I' jgF .A f J ZW kTA ,lf CY I V9r r � * D ThEIR KO rrA AI 10 A.PV1 T,S6fil Trt I f INTO f 10
- hnLLi IV CIfa IM2 C�dGcal'' LTV IfOW S"I: V AU flCitff)`, AY0 ld bUR aAlf'R�[ 016k
C45IW1rlf ` TO /r f kl`fASt # FAMFFIC' Ji.TU aFjfdYjA6 A C SWT14W SITE NO AVPrh� C'j&c6ZY WF6' A PfRIC A#A!g Ca?
pI�layy PPrriirr vrw RA arFnmEX 'i'T15C�i�TIa'Ya A?c �S 1mir 7,Ad#f-FIC T79 ar ii1 iTwTo fHTPa 4►1 Z5.
L SI&V
f>KRVITWIA �'.11TVh'A7E s''1& - GC,f `c s 4- ;57W ATIH -JEXT E 1 ems,
VI,�1ISI08 4F lL MI PAP H16WAESS 6' Njhl
WIDIN - 55 AI.1+lhGt+ ar RAI #19 N AT 4u AIM)S OF rA1~ Yi�?Z&LAQ 9tFRANrr
A.0 U1 f A 4LI A :kY�' 01 i11/i 2S SY .� ILR
(.FAFIM - )II IfFINfAIfF!° NFW ISrU-I'FXTF!F I EMU
LOrATI(#I = iG JTE / T1zW 01FR=FS AV ErITS ie zIKIr SEa�IAOVT FROM
LEAYIAW 7}ic 'SITE A&V 70 PMYjgF FW A IA&W UTE17Y' BY .9L ZMEFo%r-
72W VEMT472 , Ar0Z 3TFfP i 40 F#T1d+44tr3 AT ftRI 5 _F# P "e_M
ft0AG3.
rYRTF.' SF7f t �lT.'£b4_' m If A� DT FAf7.'AFILE FFk.W 7&'= aFRr i CRTF{91A_ YARddilL� iILF BE
i.'L`AI:Adar'11i2'fJ Fdf. Aw#i5 wo gr I!f /dTA GIf1{IL GYfr D �1}IOd+ C1kJn++�Y AflffA.7�fIJ7.
s
�r
r �
�r
" ra�
I !
ryl F
l
6EO-TEE1"fILE LIAE"R
r
C0NSTRWT.TaV ENTRA ACE DETAIL
c WTf-
IN 4flDj T16W T1/IS TEA(POP4P1 ' GS'A VEL E-NTR4NICE )VILL RE-a(4 E II�PAG'T OF STREET FLUSHING FEE
E'TF£C'TIVE JIJL I. I. pSOT. CITY CY SR=- ..0Jj-flJR0 OROINIANCE =CT. 26-27, "SrefT FCb'DIZN6 FEES-.
C T Y +� F G R E E!V5B ]'R O
TEMPORARY (CONSTRUCTION ENTRANCE DETAIL 5"TO• h+D. V.
(CITY REQUIREMENTS) 4� y *-
lTirva
3/C-400 CONSTRUCTION ENTRANCE DETAIL
NOTES.'
w
1) EROSION STONE TO BE "CLASS I " RIP -RAP UNLESS DESIGNATED DIFFERENTL Y ON
u
CONSTRUCTION PLAN.
2) PIPE SIZE AND AMOUNT NEEDED TO BE DETERMINED BY ENGINEER ON CONSTRUCTION
o
PLAN.
*
3) TEMPORARY STREAM CROSSING TO BE CONVERTED TO COG A214 UPON PROJECT
CONSTRUCTION COMPLETION IF CALLED FOR ON THE CONSTRUCTION PLANS.
4) PUMP AND LINE SIZE TO BE DETERMINED BY THE CONTRACTOR USING THE BASE FLOW
SHOWN ON THE CONSTRUCTION PLANS,
5) WIDTH OF CONSTRUCTION EASEMENT SHALL BE MINIMIZED BASED UPON FIELD CONDITIONS.
ANY DISTURBANCE (S) EXCEEDING 4D ' MAY RFOUIRF ADDITIONAL WATER OVAL IT Y PERMITTING
OR MI TIGA TION.
CONSTRUCTION SEGUENCE FOR STREAM CROSSING
1) INSTALL PUMP AND LINE TO PUMP FLOW FROM AREA UPSTREAM OF TEMPORARY STREAM
CROSSING TO AREA DOWNSTREAM OF CONSTRUCTION AREA. BEGIN PUMPING AND
CONTINUING PUMPING WHILE WORKING WITHIN THE STREAM.
2) INSTALL UPSTREAM DAM, FILTER FABRIC, AND TEMPORARY CMP. COVER PIPE INLET
WITH FABRIC AND SAND BAGS AS SHOWN IN INSET "A " WHILE WORKING IN THE STREAM,
ALLOW STREAM FLOW THROUGH CMP AS SHOWN IN INSET '"B" WHEN NOT WORKING WITHIN
THE STREAM.
3) INSTALL DOWNSTREAM TEMPORARY STONE DAM AND FILTER FABRIC TO PREVENT
BACK FLOW INTO CONSTRUCTION AREA.
4) INSTALL PROPOSED EARTH BERMS ALONG TOP OF BANK ON EACH SIDE OF THE
CONSTRUCTION AREA.
5) INSTALL DEWATERING BASIN OR SILT BAG AT TOP OF BANK. DEWA TER CONSTRUCTION
AREA BETWEEN TEMPORARY DAM USING THIS BASIN.
6) INSTALL THE 10' X 10' SEDIMENT TRAP OR SILT BAG.
7) UPON CONSTRUCTION COMPLETION, REMOVE TEMPORARY DAMS, FIL TER FABRIC, AND
TEMPORARY CMP. DEPRESS TEMPORARY DAM BOTTOMS INTO STREAM BED UNTIL TOP OF
RIP RAP IS LEVEL WITH STREAM BOTTOM. CONVERT TO COG STANDARD #214 IF CALLED
FOR IN THE CONSTRUCTION PLANS.
8) UPON STABILIZATION OF CLEARED AREAS. REMOVE TEMPORARY EARTH BERM, SEDIMENT
TRAP, AND DEWA TERING BASIN.
NN
w
b
F
2 OF 2
C/ T Y OF GREENSB ORO
N
STANDARD TEMPORARY CREEK
STD. NO.
REV.
01-91 06-05
CROSSING DURING CONSTRUCTION
2�13
03-970g-05
03-05
6/C-400 CREEK CROSSING DETAIL
PUMP
PROPOSED
EARTH BERM
O TEMP.
CONSTRUCTION
(TYP.J
'
STREAM
CROSSING
10
CLASS "I"
MIN.
RIP RAP
�E x tT
FLOW
SEDIMENT TRAP
Lo 2.'I SIDE SLAP£
s
OR SILT BAG.
u
12,
MIN.
------- 5'
T _MIN
_
9,
�iG 4.6
- -- --
°Obi°i°+°e°�.a. b�
.1O*°
°weJe°I
.1
p44
�bF °44
/
_
�
%
/ ov?,r°:v!FvO�o�a
1}Sx°.vep's�
I
6abyb
i
aoo0vgqoo°aQ�
" °! r�4
\
�r1�OT•10 •
o°o°aQOwlOOa°1
°ovo°onovo oov"v��
° �e _c°o �a�igo10v00fa1,o;c'is
w'b d°��o'a�
11°s•
Ai1u�•
INSTALL SANDBAGS IN PIPE INVERT 6 FABRIC WHILE PUMPING
AROUND DURING CONSTRUCTION IN STREAM.
? POL METHYL ENE FABRIC
ON FACE (B AL.
THICK)
B REMOVE SANDBAGS 6 FABRIC TO ALLOW FLOW THROUGH
- PIPE WHEN NOT PUMPING AROUND.
SEC rION A -A
1 OF 2
° C/
T Y O
F .s R E E At S
B 0
R 0
q
STANDARD
TEMPORARY CREEK
STD. NO.
REV.
01-91 06-05
CROSSING DURING CONSTRUCTION
213
03-97 Ds-05
03-05
4/C-400
rs TEMPORARY SEEDING (PIEDMONT REGION)
SUMMER
SEEDING MIXTURE
SPECIES RATE Ib/ACRE)
GERMAN MILLET 40
IN THE PIEDMONT AND MOUNTAINS, A SMALL -STEMMED SUDANGRASS MAY
BE SUBSTITUTED AT A RATE OF 50 Ib/ACRE.
SEEDING DATES
MOUNTAINS -MAY 15 - AUG. 15
PIEDMONT -MAY 1 - AUG. 15
COASTAL PLAIN -APR. 15 - AUG. 15
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 Ib/ACRE
GROUND AGRICULTURAL LIMESTONE AND 750 Ib/ACRE 10-10-10
FERTILIZER.
MULCH
APPLY 4,000 Ib/ACRE STRAW. ANCHOR STRAW BY TACKING WITH
ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A DISK SET NEARLY
STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE,
AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
rs TEMPORARY SEEDING (PIEDMONT REGION)
FALL
SEEDING MIXTURE
SPECIES RATE (Ib/ACRE).
RYE (GRAIN) 120
SEEDING DATES
MOUNTAINS-AUG. 15 - DEC. 15
COASTAL PLAIN AND PIEDMONT-AUG. 15 - DEC.. 30
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 Ib/ACRE
GROUND AGRICULTURAL LIMESTONE AND 1,000 Ib/ACRE 10-10-10
FERTILIZER.
MULCH
APPLY 4,000 Ib/ACRE STRAW. ANCHOR STRAW BY TACKING WITH
ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A DISK SET NEARLY
STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE
REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOPDRESS WITH
50 LB/ACRE OF NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND
TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50LB/ACRE KOBE
(PIEDMONT AND COASTAL PLAIN) OR KOREAN (MOUNTAINS) LESPEDEZA
IN LATE FEBRUARY OR EARLY MARCH.
CREEK CROSSING DETAIL
rs TEMPORARY SEEDING (PIEDMONT REGION)
LATE WINTER/EARLY SPRING
SEEDING MIXTURE
SPECIES RATE Ib/ACRES
RYE (GRAIN) 120
ANNUAL LESPEDEZA (KOBE IN
PIEDMONT AND COASTAL PLAIN,
KOREAN IN MOUNTAINS) 50
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT
TO EXTEND BEYOND JUNE.
SEEDING DATES
MOUNTAINS - ABOVE 2500 FT: FEB. 15 - MAY 15
BELOW 2500 FT: FEB. 1 - MAY 1
PIEDMONT - JAN. 1 - MAY 1
COASTAL PLAIN -DEC. 1 - APR. 15
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 Ib/ACRE
GROUND AGRICULTURAL LIMESTONE AND 750 Ib/ACRE 10-10-10
FERTILIZER.
MULCH
APPLY 4,000 Ib/ACRE STRAW. ANCHOR STRAW BY TACKING WITH
ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A DISK SET NEARLY
STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE,
AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
7/C-400 TEMPORARY SEEDING DETAIL
a
DATE c
11-4-19 s
a
DRAWN BY C
f
W. WILLIAMS I {
DESIGNED
f
BY {
`c
J. WALLER
z
a
c
CHECKED
BY
a
J. WALLER
O LLI W n M
Q
f
SCALE
c
LU�L�NNU
c
I
U OUzrw
N/A
z
O ¢ C)
02z0ZD
t
W cocoz
U a 0p U) �W
z cn
H� J Lu
LL OU^�U
u
0 J
<
a
LL
'
�I
f
U)
z
a
z
z
i
Is 0
{
a
0 ~
a
1
Lu
f
G
tCE
,,J_nn
V
z
f
{
I
Lf�
o
0
zII-
Lu N
t
{
U
Q
{
I --I c
� <
z
I�
� 4
J
L
r ^
O
n�
4�
U
V
O
a
`
O
z
a
'c
tn
0
m
a
z
W
Lu
E
A l�
W
(D
`V
a z
PROJECT NO.
z
19-036-274
z
t
`l
SHEET NO.
t
d
C400
s
n
L
L
L

1/C-401
a
:1.
0-
A
J
Q
W
0
O
U
I
N
I
0
0
I
OI
rn
3/C-401
U
Ps PERMANENT SEEDING
PREPARE SEEDBED BY RIPPING, CHISELING, HARROWING, OR PLOWING TO DEPTH
OF SIX INCHES SO AS TO PRODUCE A LOOSE, FRIABLE SURFACE. REMOVE ALL
STONES, BOULDERS, STUMPS, OR DEBRIS FROM THE SURFACE WHICH WOULD
PROHIBIT GERMINATION OR PLANT GROWTH.
INCORPORATE INTO THE SOIL 800 TO 1,000 POUNDS OF 10-10-10 FER77LIZER
PLUS 500 POUNDS OF 20-PERCENT SUPERPHOSPHATE PER ACRE AND TWO
TONS OF DOLOMITIC LIME PER ACRE UNLESS SOIL TESTS INDICATE THAT A
LOWER RATE OF LIME CAN BE USED.
MULCH AFTER SEEDING WITH 1.5 TONS OF GRAIN STRAW PER ACRE AND EITHER
CRIMP STRAW INTO SOIL OR TACK WI7H LIQUID ASPHALT AT 400 GALLONS PER
ACRE OR EMULSIFIED ASPHALT AT JOO GALLONS PER ACRE.
PERMANENT SEEDINGS:
PLANTS & MIXTURE
TALL FESCUE
JAPANESE CLOVER
CHINESE LESPEDEZA
(LOW MAINTENANCE SLOPE
J. 1 OR LESS)
TALL FESCUE
JAPANESE CLOVER
CHINESE LESPEDEZA
(LOW MAINTENANCE SLOPE
STEEPER THAN J.• 1)
PLANTING RATE, 121
110 LBS
140 LBS
PLANTING DA 1ES
AUG 15 - OCT 15
FEB 15-MAY 1
AUG 15 - OCT 15
FEB 15-MAY 1
BLEND OF TWO 7URFTYPE 200 LBS AUG 15 - OCT 15
TALL FESCUES (90%) AND FEB 15 - MAY 1
TWO OF MORE IMPROVED
KENTUCKY BLUEGRASS
VARIETIES (10%) (GENERAL
LAWN AREAS)
NOTES
1. FOR SPRING SEEDINGS, USE SCARIFIED LESPEDEZA SEED. FOR LATE FALL
AND WINTER SEEDINGS, USE UNSCARIFIED SEEDS.
PERMANENT SEEDING DETAIL
STREAM BUFFER
50' STREAM 50' STREAM
BUFFER BUFFER
0 0 STREAM 0 0
20' 30' 30' 20'
ZONE 1D30' UNDISTURBED BUFFER
TOP OF TOPIOF
BANK BANK
ZONE 2020' RIPARIAN BUFFER
SEE TABLE 7-1-2 IN GUILFORD COUNTY DO ARTICLE 7
TABLE OF USES IN STREAM BUFFERS FOR PERMITTED
ENCROACHMENTS WITHIN THE STREAM BUFFERS.
STREAM BUFFER DETAIL
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCG01 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCGO1 Construction General Permit (Sections E and F, respectively). The
permittee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority having jurisdiction. All details and specifications shown on this sheet
may not apply depending on site conditions and the delegated authority having jurisdiction.
SECTION E: GROUND STABILIZATION
Required Ground Stabilization Timeframes
Stabilize within this
Site Area Description
many calendar
Timeframe variations
days after ceasing
land disturbance
(a) Perimeter dikes,
swales, ditches, and
7
None
perimeter slopes
(b) High Quality Water
7
None
(HQW) Zones
(c) Slopes steeper than
if slopes are 10' or less in length and are
3:1
7
not steeper than 2A, 14 days are
allowed
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
-7 days for perimeter dikes, swales,
(d) Slopes 3:1 to 4:1
14
ditches, perimeter slopes and HQW
Zones
-10 days for Falls Lake Watershed
-7 days for perimeter dikes, swales,
(e) Areas with slopes
ditches, perimeter slopes and HQW Zones
flatter than 4:1
14
-10 days for Falls Lake Watershed unless
there is zero slope
Note: After the permanent cessation of construction activities, any areas with temporary
ground stabilization shall be converted to permanent ground stabilization as soon as
practicable but in no case longer than 90 calendar days after the last land disturbing
activity. Temporary ground stabilization shall be maintained in a manner to render the
surface stable against accelerated erosion until permanent ground stabilization is achieved.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
techniques in the table below:
Temporary Stabilization
Permanent Stabilization
• Temporary grass seed covered with straw or
• Permanent grass seed covered with straw or
other mulches and tackifiers
other mulches and tackifiers
. Hydroseeding
• Geotextile fabrics such as permanent soil
• Rolled erosion control products with or
reinforcement matting
without temporary grass seed
• Hydroseeding
• Appropriately applied straw or other mulch
• Shrubs or other permanent plantings covered
• Plastic sheeting
with mulch
• Uniform and evenly distributed ground cover
sufficient to restrain erosion
• Structural methods such as concrete, asphalt or
retaining walls
• Rolled erosion control products with grass seed
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
1. Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NC DWR List of Approved PAMS/Flocculants.
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved
PAMS/Flocculants and in accordance with the manufacturer's instructions.
4. Provide ponding area for containment of treated Stormwater before discharging
offsite.
5. Store flocculants in leak -proof containers that are kept under storm -resistant cover
or surrounded by secondary contain
EQUIPMENT AND VEHICLE MAINTENANCE
1. Maintain vehicles and equipment to prevent discharge of fluids.
2. Provide drip pans under any stored equipment.
3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the
project.
4. Collect all spent fluids, store in separate containers and properly dispose as
hazardous waste (recycle when possible).
5. Remove leaking vehicles and construction equipment from service until the problem
has been corrected.
6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products
to a recycling or disposal centerthat handles these materials.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1. Never bury or burn waste. Place litter and debris in approved waste containers.
2. Provide a sufficient number and size of waste containers (e.g dumpster, trash
receptacle) on site to contain construction and domestic wastes.
3. Locate waste containers at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
4. Locate waste containers on areas that do not receive substantial amounts of runoff
from upland areas and does not drain directly to a storm drain, stream or wetland.
5. Cover waste containers at the end of each workday and before storm events or
provide secondary containment. Repair or replace damaged waste containers.
6. Anchor all lightweight items in waste containers during times of high winds.
7. Empty waste containers as needed to prevent overflow. Clean up immediately if
containers overflow.
8. Dispose waste off -site at an approved disposal facility.
9. On business days, clean up and dispose of waste in designated waste containers.
PAINT AND OTHER LIQUID WASTE
1. Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2. Locate paint washouts at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
3. Contain liquid wastes in a controlled area.
4. Containment must be labeled, sized and placed appropriately for the needs of site.
5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
PORTABLE TOILETS
1. Install portable toilets on level ground, at least 50 feet away from storm drains,
streams or wetlands unless there is no alternative reasonably available. If 50 foot
offset is not attainable, provide relocation of portable toilet behind silt fence or place
on a gravel pad and surround with sand bags.
2. Provide staking or anchoring of portable toilets during periods of high winds or in high
foot traffic areas.
3. Monitor portable toilets for leaking and properly dispose of any leaked material.
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
with properly operating unit.
EARTHEN STOCKPILE MANAGEMENT
1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least
50 feet away from storm drain inlets, sediment basins, perimeter sediment controls
and surface waters unless it can be shown no other alternatives are reasonably
available.
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of
five feet from the toe of stockpile.
3. Provide stable stone access point when feasible.
4. Stabilize stockpile within the timeframes provided on this sheet and in accordance
with the approved plan and any additional requirements. Soil stabilization is defined
as vegetative, physical or chemical coverage techniques that will restrain accelerated
erosion on disturbed soils for temporary or permanent control needs.
NORTH CAROLINA
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
attna B
240i
0 t ° -III
^"^ L h.`R4L IRF� lnO1KG p FYLG J ,OiOY�R'�"���8��"�Ou G M CM[KR WWYR
n M mwnc vAWi n•CUlrt wu !�'nl°1rrdll II � n�m�� �w+rtm
r ,wen��.w, M'�� 'seaa •im�w�ww
ELM MM1.,nM b • 1 e�m ff��
BELOW GRAOL gAM0 STRUCTURE ABOVE GRAIfi 4ggIU7
CONCRETE WASHOUTS
1. Do not discharge concrete or cement slurry from the site.
2. Dispose of, or recycle settled, hardened concrete residue in accordance with local
and state solid waste regulations and at an approved facility.
3. Manage washout from mortar mixers in accordance with the above item and in
addition place the mixer and associated materials on impervious barrier and within
lot perimeter silt fence.
4. Install temporary concrete washouts per local requirements, where applicable. If an
alternate method or product is to be used, contact your approval authority for
review and approval. If local standard details are not available, use one of the two
types of temporary concrete washouts provided on this detail.
5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
sections. Stormwater accumulated within the washout may not be pumped into or
discharged to the storm drain system or receiving surface waters. Liquid waste must
be pumped out and removed from project.
6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
can be shown that no other alternatives are reasonably available. At a minimum,
install protection of storm drain inlet(s) closest to the washout which could receive
spills or overflow.
7. Locate washouts in an easily accessible area, on level ground and install a stone
entrance pad in front of the washout. Additional controls may be required by the
approving authority.
S. Install at least one sign directing concrete trucks to the washout within the project
limits. Post sign age on the washout itself to identify this location.
9. Remove leavings from the washout when at approximately 75% capacity to limit
overflow events. Replace the tarp, sandbags or other temporary structural
components when no longer functional. When utilizing alternative or proprietary
products, follow manufacturer's instructions.
10. At the completion of the concrete work, remove remaining leavings and dispose of
in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance
caused by removal of washout.
HERBICIDES, PESTICIDES AND RODENTICIDES
1. Store and apply herbicides, pesticides and rodenticides in accordance with label
restrictions.
2. Store herbicides, pesticides and rodenticides in their original containers with the
label, which lists directions for use, ingredients and first aid steps in case of
accidental poisoning.
3. Do not store herbicides, pesticides and rodenticides in areas where flooding is
possible or where they may spill or leak into wells, stormwater drains, ground water
or surface water. If a spill occurs, clean area immediately.
4. Do not stockpile these materials onsite.
HAZARDOUS AND TOXIC WASTE
1. Create designated hazardous waste collection areas on -site.
2. Place hazardous waste containers under cover or in secondary containment.
3. Do not store hazardous chemicals, drums or bagged materials directly on the ground.
containment structures. '•' En vironm en ta I Quality
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING
2/C-401 GROUND STABILIZATION AND MATERIALS HANDLING DETAIL
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF -INSPECTION
Self -inspections are required during normal business hours in accordance with the table
below. When adverse weather or site conditions would cause the safety of the inspection
personnel to be in jeopardy, the inspection may be delayed until the next business day on
which it is safe to perform the inspection. In addition, when a storm event of equal to or
greater than 1.0 inch occurs outside of normal business hours, the self -inspection shall be
performed upon the commencement of the next business day. Any time when inspections
were delayed shall be noted in the Inspection Record.
Frequency
Inspect
(during normal
Inspection records must Include;
business hours
(1) Rain gauge
Daily
Daily rainfall amounts.
maintained in
if no daily rain gauge observations are made during weekend or
goad working
holiday periods, and no individual -clay rainfall information is
order
available, record the cumulative rain measurement for those un-
attended days (and this will determine if a site inspection is
needed). Days on which no rainfall occurred shall be recorded as
"zero." The permimee may use another rain -monitoring device
approved bythe Division.
(2) E&SC
At least once per
1. Identification of the measures inspected,
Measures
7 calendar days
2. Date and time of the inspection,
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Indication of whether the measures were operating
event > 1.0 inch In
properly,
24 hours
5. Description of maintenance needs for the measure,
5. Description, evidence, and date of corrective actions taken.
(3) Stormwater
At least once per
1. Identification of the discharge outtalls inspected,
discharge
7 calendar days
2. Date and time of the inspection,
outfarls sDOs
and within 2 4
3. Name of the person performingthe inspection,
hours of a rain
4. Evidence of indicators of stormwater pollution such as oil
event � 1.0 inch in
sheen, floating or suspended solids or discoloration,
24 hours
5. Indication of visible sediment leaving the site,
5. Description, evidence, and date of corrective actions taken..
(4) Perimeter of
At least once per
If visible sedimentation is found outside site limits, then a record
site
7 calendar days
of the following shal I be made:
and within 24
1. Actions taken to cleanup or stabilize the sediment that has left
hours of a rain
the site limits,
event 2 1.0 inch in
2. Description, evidence, and date of corrective actions taken, and
24 hours
3. An explanation as to the actions taken to control Future
releases.
(5) streams or
At least once per
If the stream or wetland has increased visible sedimentation or a
wetlands onsite
7 calendar days
stream has visible increased turbidity from the construction
or offsite
and within 24
activity, then a record of the followirg shall be made:
{where
hours of a rain
1. Description, evidence and date of corrective actions taken, and
accessiblel
event n 1.0 inch in
2. Records of the required reports to the appropriate Division
24 hours
Regional Office per Part III, Section C, Item (2)(a) of this permit
of this permit.
6 Ground
{)
After each phase
P
1. The phase of radio installation of perimeter E&SC
P grading { Pe
stabilization
of grading
measures, clearingand grubbing, installation of storm
measures
drainage facilities, completion of all land -disturbing
activity, construction or redevelopment, permanent
ground cover).
2. Documentation that the required round stabilization
9 g
measures have been provided within the required
timeframe or an assurance that they will be provided as
soon as possible.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
�� NORTH CAROLINA
Environmental Quality
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1. E&SC Plan Documentation
The approved E&SC plan as well as any approved deviation shall be kept on the site. The
approved E&SC plan must be kept up-to-date throughout the coverage under this permit.
The following items pertaining to the E&SC plan shall be documented in the manner
described:
Item to Document
Documentation Requirements
(a) Each E&SC Measure has been installed
Initial and date each E&SC Measure on a copy
and does not significantly deviate from the
of the approved E&SC Plan or complete, date
locations, dimensions and relative elevations
and sign an inspection report that lists each
shown on the approved E&SC Plan,
E&SC Measure shown on the approved E&SC
Plan. This documentation is required upon the
initial installation of the E&SC Measures or if
the E&SC Measures are modified after initial
installation.
(b) A phase of grading has been completed.
Initial and date a copy of the approved E&SC
Plan or complete, date and sign an inspection
report to indicate completion of the
construction phase.
(c) Ground cover Ts located and installed
Initial and date a copy of the approved E&SC
in accordance with the approved E&SC
Plan or complete, date and sign an inspection
Plan.
report to indicate compliance with approved
ground cover specifications.
(d) The maintenance and repair
Complete, date and sign an inspection report.
requirements for all E&SC Measures
have been performed.
(e) Corrective actions have been taken
Initial and date a copy of the approved E&SC
to E&SC Measures.
Plan or complete, date and sign an inspection
report to indicate the completion of the
corrective action.
2. Additional Documentation
In addition to the E&SC Plan documents above, the following items shall be kept on the
site
and available for agency inspectors at all times during normal business hours, unless the
Division provides a site -specific exemption based on unique site conditions that make this
requirement not practical:
(a) This general permit as well as the certificate of coverage, after it is received.
(b) Records of inspections made during the previous 30 days. The permittee shall record
the required observations on the Inspection Record Form provided by the Division or
a similar inspection form that includes all the required elements. Use of
electronically -available records in lieu of the required paper copies will be allowed if
shown to provide equal access and utility as the hard -copy records.
(c) All data used to complete the Notice of Intent and older inspection records shall be
maintained for a period of three years after project completion and made available
upon request. [40 CFR 122.41]
EFFECTIVE: 04/01/19
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1. Occurrences that must be reported
Permittees shall report the following occurrences:
(a) Visible sediment deposition in a stream or wetland.
(b) oil spills if:
• They are 25 gallons or more,
• They are less than 25 gallons but cannot be cleaned up within 24 hours,
• They cause sheen on surface waters (regardless of volume), or
• They are within 100 feet of surface waters (regardless of volume).
(a) Releases of hazardous substances in excess of reportable quantities under Section 311
of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA
(Ref: 40 CFR 302.4) or G.S. 143-215.85.
(b) Anticipated bypasses and unanticipated bypasses.
(c) Noncompliance with the conditions of this permit that may endanger health or the
environment.
2. Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact
the appropriate Division regional office within the timeframes and in accordance with the
other requirements listed below. Occurrences outside normal business hours may also be
reported to the Division's Emergency Response personnel at [phone], (800)
858-0368 or [phone].
Occurrence
Reporting Timeframes (After Discovery) and Other Requirements
(a) Visible sediment
• Within 24 hours, an oral or electronic notification.
deposition in a
• Within 7 calendar days, a report that contains a description of the
stream or wetland
sediment and actions taken to address the cause of the deposition.
Division staff may waive the requirement for a written report on a
case -by -case basis.
• If the stream is named on the NC 303(d) list as impaired for sediment -
related causes, the permittee may be required to perform additional
monitoring, inspections or apply more stringent practices if staff
determine that additional requirements are needed to assure compliance
with the federal or state impaired -waters conditions.
(b) Oil spills and
• Within 24 hours, an oral or electronic notification. The notification
release of
shall include information about the date, time, nature, volume and
hazardous
location of the spill or release.
substances per Item
1(b)-(c) above
(c) Anticipated
• A report at least ten days before the date of the bypass, if possible.
bypasses [40 CFR
The report shall include an evaluation of the anticipated quality and
122.41(m)(3)]
effect of the bypass.
(d) Unanticipated
• Within 24 hours, an oral or electronic notification.
bypasses [40 CFR
• Within 7calendardays, a report that includes an evaluation of the
122.41(m)(3)]
quality and effect of the bypass.
(e) Noncompliance
• Within 24 hours, an oral or electronic notification.
with the conditions
• Within 7 calendar days, a report that contains a description of the
of this permit that
noncompliance, and its causes; the period of noncompliance,
may endanger
including exact dates and times, and if the noncompliance has not
health or the
been corrected, the anticipated time noncompliance is expected to
environment[40
continue; and steps taken or planned to reduce, eliminate, and
CFR 122.41(1)(7)]
prevent reoccurrence of the noncompliance. [40 CFR 122.41(1)(6).
• Division staff may waive the requirement for a written report on a
case -by -case basis.
NCGO1 SELF -INSPECTION, RECORDKEEPING AND REPORTING
4/C-401 SELF -INSPECTION, RECORDKEEPING AND REPORTING DETAIL
EFFECTIVE: 04/01/19
� '
o i V S S l o,o/I/
00 p 'L o i
SEAL
- G5657
0
O O �� C
'90�0NC I N E o
i
o0000000o
4
11/712019
`►►►1111111/it� t
geese
• •
SEAL o
f
• •� = C
i i' c
%,C-3934 es'
•• ••
IN C
a
�+ t
F-LI
i�
w
w
Q
`.J 0
W U
w
Z
W �
Q
E-i
C)
Z
I�
a
a
S
S
f
f
t
i
f
c
i
f
`c
z
f
C
r
f
z
z
f
i
f
z
O
a z
0
c� F
wW =
Do c
z U f
u
OP5
�_q 0 1
�~
' OZZZ�ZZ ZZ c
LU
W m .{
Ott t z tt
DATE a
11-4-19 s
a
DRAWN BY C
f
W. WILLIAMS I {
DESIGNED
f
BY `
`C
J. WALLER
z
a
L
CHECKED
BY
a
z M
CD
J. WALLER
O LU LU n
M
QLU�LUNNU
f
SCALE
t
_cU
O0 LU �zMm
tD
N/A
z
F- 0 �
Cl OZ
t
W Co M z
U a- 0 LU
z cn
t
H_I J LU
LU
LL OULL ^LLI �U
U
U
O J
<
a
C
S
HI
f
U)z
a
z
z
i
0
C
a
0 ~
a
1
W
f
t
�IJ_J
V
_C
f
C
1
Ln
°
z0
L
a
LU N
t
U
4�
� U
C
V
O 0
f
C
O
vd
O
c
0
M
CID
a
S
U)
a
W
t
W
a
V
IN
z
z
a
z
PROJECT NO.
z
19-036-274
z
t
7L
f
`l
SHEET NO.
t
d
C401
s