20160971 Ver 1_401 Application_20161016

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Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Page 1 of 12
PCN Form —Version 1.3 December 10, 2008 Version
Pre -Construction Notification (PCN) Form
A. Applicant Information
1.
Processing
1 a.
Type(s) of approval sought from the
Corps:
®Section 404 Permit Section 10 Permit
❑
j
1b.
Specify Nationwide Permit (NWP) number: NWP 29 or General Permit (GP) number:
1c.
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 for Corps Permit:
❑ Yes ® No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program.
❑ Yes
® No
1g.
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:
Witty Road
2b. County:
Guilford
2c.
Nearest municipality / town:
Guilford
2d. Subdivision name:
2e. NCDOT only, T.I.P. or state3
project no:
unknown at this time
IS U VI
3.
Owner Information Jr.T
1 `? 2016
3a.
Name(s) on Recorded Deed:
Rivers Edge 7, LLC
3b.
Deed Book and Page No.
007853-00727 401 & BUFFER PERMITTI
3c.
Responsible Party (for LLC if
applicable):
3d.
Street address:
7B Corporate Center Ct.
3e.
City, state, zip:
Greensboro, NC 27408
3f.
Telephone no.:
336.282.1014
3g.
Fax no.:
336.282.3797
3h.
Email address:
[e-mail]
Page 1 of 12
PCN Form —Version 1.3 December 10, 2008 Version

4. Applicant Information (if different from owner)
4a. Applicant is:
❑ Agent ® Other, specify: Developer
4b. Name:
Mr. Herbert Parks
4c. Business name
(if applicable):
4d. Street address:
7B Corporate Center Court
4e. City, state, zip:
Greensboro, NC 27408
4f. Telephone no.:
336.282.1014
4g. Fax no.:
336.282.3797
4h. Email address:
[e-mail]
5. Agent/Consultant Information (if applicable)
5a. Name:
Bradley S. Luckey
5b. Business name
(if applicable):
Pilot Environmental Inc.
5c. Street address:
PO Box 128
5d. City, state, zip:
Kernersville, NC 27285
5e. Telephone no.:
336.708.4997
5f. Fax no.:
5g. Email address:
[e-mail]
Page 2 of 12
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):
7950194787
1 b. Site coordinates (in decimal degrees):
Latitude: 36.24615 Longitude: - 79.84357
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size:
41.62 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
Haw River
proposed project:
2b. Water Quality Classification of nearest receiving water:
WS -V, NSW
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 contains undeveloped wooded land and overgrown fields. Residential development is located within the vicinity
of the site.
3b. List the total estimated acreage of all existing wetlands on the property:
Wetland= -3.75 Ac
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
Streams= -3,000 LF
3d. Explain the purpose of the proposed project:
The purpose of the proposed project is to provide access and to facilitate development of the site as a residential sub-
divison.
3e. Describe the overall project in detail, including the type of equipment to be used:
The overall project consists of developing the site with a 24 lot residential sub -division. In order to provide access to the
northern portion of the sub -division, it will be necessary to install a stream crossing. To facilitate the construction of the
access road and development of the site, clearing and grading the site is necessary. Graders, haulers, excavators and
other heavy equipment will be used during grading and construction of the site.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
®Yes El No El Unknown
project (including all prior phases) in the past?
Comments: Requested 9.23.16
4b. If the Corps made the jurisdictional determination, what type
®Preliminary El Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas?
Agency/Consultant Company: Pilot Enviromental, Inc.
Name (if known): Michael Brame/David Brame
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
The Corps and NCDEQ are scheduled to verify the delineation on October 26, 2016
5. Project History
5a. Have permits or certifications been requested or obtained for
❑ Yes ❑ No ® Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
Page 3 of 12
PCN Form — Version 1.3 December 10, 2008 Version

6. Future Project Plans
6a. Is this a phased project? ❑ Yes ® No
6b. If yes, explain.
The project is not part of a phased project. Impacts to streams/wetlands, outside of those proposed in this appilication,
are not anticipated as a result of the proposed project.
Page 4 of 12
PCN Form — Version 1.3 December 10, 2008 Version

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑ Wetlands ® Streams - tributaries ❑ Buffers
❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
2b.
2c.
2d.
2e.
2f.
Wetland impact
Type of jurisdiction
number —
Type of impact
Type of wetland
Forested
(Corps - 404, 10
Area of impact
Permanent (P) or
(if known)
DWQ — non -404, other)
(acres)
Temporary T
W1 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W2 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W3 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W4 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W5 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W6 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
2g. Total wetland impacts
2h. Comments: Wetland impacts are not proposed.
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
3b.
3c.
3d.
3e.
3f.
3g.
Stream impact
Type of impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
number -
(PER) or
(Corps - 404, 10
stream
length
Permanent (P) or
intermittent
DWQ — non -404,
width
(linear
Temporary (T)
(INT)?
other)
(feet)
feet)
S1 ®P ®T
Culvert/Rip-
Rap/Pump Around
Unnamed
® PER
❑ INT
® Corps
❑ DWQ
105/43/8
105/43/8
S2 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
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
58
3i. Comments: The proposed stream crossing will permanently impact 105 linear feet of stream from culvert fill and 43 linear
feet of stream associated with a rip -rap plunge pool dissipator. Additionally, 8 linear feet of stream channel will be temporarily
impacted associated with a pump around. Areas of temporary impact will be restored to similair pre -construction conditions.
Page 5of12
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.
4b.
4c.
4d.
4e.
Open water
Name of waterbody
impact number -
(if applicable)
Type of impact
Waterbody type
Area of impact (acres)
Permanent (P) or
Temporary T
01 ❑P❑T
02 ❑P❑T
03 ❑P❑T
04 ❑P❑T
4f. Total open water impacts
4g. Comments: Open water impacts are not proposed.
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5a.
5b.
5c.
5d.
5e.
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
Pond ID
Proposed use or purpose
(acres)
number
of pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
5f. Total
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a.
❑ Neuse ❑ Tar -Pamlico ® Other: Jordan Lake
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b.
6c.
6d.
6e.
6f.
6g.
Buffer impact
number -
Reason
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P) or
for
Stream name
mitigation
(square feet)
(square feet)
Temporary T
impact
required?
B1 ❑P❑T
El Yes
® No
B2 ❑ P ❑ T
❑ Yes
❑ No
B3 ❑P❑T
El Yes
❑ No
6b. Total buffer impacts
6i. Comments: The applicant is seeking buffer authorization for the project from the local DWR delegated municipality.
Page 6 of 12
PCN Form - Version 1.3 December 10, 2008 Version

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 applicant has designed the proposed residential sub -division to avoid other impact to streams and wetlands, specifically
associated with lot/pad fill. The applicant has further demonstrated avoidance and minimization of stream impacts by
proposing to construct approximately 5 and 12 feet tall culvert head/end walls. Additionally, the applicant has designed a
plunge pool that further reduces stream impact compared to other typical dissipators. The applicant has designed the stream
crossing in a relatively straight portion of the stream that does not contain adjacent wetlands. The remaining approximate
2,852 linear feet of stream and 3.75 acres of wetlands are being avoided.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
The clearing limits will be staked and silt fence will be used. A temporary coffer dam will be installed upgradient of the
proposed culvert. During construction, water will be pumped around the construction footprint. Appropriate stream bank
protection will be provided in the channel during construction and all excess excavated material will be immediately removed
from the stream bank crossing area. Upon completion of the culvert installation, the temporary sand bag coffer dam will be
removed and flow will be diverted through the culvert. Following construction, disturbed banks will be restored to similar pre -
construction conditions, matted and seeded/live staked.
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
El Payment to in -lieu fee program
project?
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type
Quantity
3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
❑ warm ❑ cool ❑cold
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f. Non -riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
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 7of12
PCN Form — Version 1.3 December 10, 2008 Version

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:
Page 8of12
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?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
❑ Yes ®No
Comments: Guilford County Jurisdiction
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
6.16%
2b. Does this project require a Stormwater Management Plan?
❑ Yes ® No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why: Based on impervious and lot density, a
stormwater management plan is not requried.
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
❑ Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan?
❑ DWQ Stormwater Program
❑ DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project?
❑ Phase II
3b. Which of the following locally -implemented stormwater management programs
❑ NSW
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
4. DWQ Stormwater Program Review
❑ Coastal counties
❑ HQW
4a. Which of the following state -implemented stormwater management programs apply
❑ ORW
(check all that apply):
❑ Session Law 2006-246
❑ Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 9 of 12
PCN Form — Version 1.3 December 10, 2008 Version

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 ®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: A NEPA or SEPA is not required as part of this project.
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑ Yes ® No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after -the -fact permit application?
❑ Yes ® No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
❑ Yes ® No
additional development, which could impact nearby downstream water quality?
3b. If you answered 'yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
We are not aware of additional development that will result which will impact nearby downstream water quality.
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.
Wastewater from the residences will be disposed of via individual on-site residential septic systems.
Page 10 of 12
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?
❑ 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?
We consulted the Natural Heritage Program Website to determine if federally protected endangered or threatened
species inhabit the Lake Brandt, NC Quadrangle (the quadrangle that contains the site) and Bethany, NC Quadrangle
(the quadrangle north of the site quadrangle). The Bald Eagle is listed on the Lake Brandt, NC Quadrangle as being
protected under the BGPA. Based on the size of water bodies on the site and the applicants avoidance of water bodies
on the site, it is our opinon that the proposed project will not disturb the bald eagle. Federally listed species were not
identified on the Bethany, NC Quadrangle. Therefore, it is our opinion that the proposed project will have no effect to
federally listed species.
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?
Based on our knowledge of the site, the site is not located in or near an area designated as essential fish habitat. Best
management practices and the construction of stormwater ponds will prevent sediment from entering down-gradient
waterbodies which may contain fish.
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?
We reviewed the SHPO Map (http://gis.ncdcr.gov/hpoweb/) to identify historic and/or archaeological resources of the site.
The map does not identify eligible for listing properties at the site. A copy of the map is included as an attachment.
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? 3710795100K and 37107950J (Drawing 4)
/.., Digitally signed by Bradley S. Luckey
DN: cn=Bradley S. Luckey, o=Pilot
Bradley S. Luckey
y" /" Environmental, Inc., ou,
i f�rf ;p email=[e-mail],
10.07.16
11 c=us
(�Date: 2016.10.07 16:10:56 -04'00'
Applicant/Agent's Printed Name
Date
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization letter from the applicant
Page 11 of 12
PCN Form — Version 1.3 December 10, 2008 Version

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"STREAM AND
BUFFER IMPACTS
-�—� � _�----_s`_�.
`---- 1 +-� /----------
---------------
^ __-_______ ___\ I till i I
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SITE
ROCKINGHAM COUNTY
GUILFORD COUNTY
-
1
4 2
1Vo to
BUFFER IMPACT MAP
FOR
8407 WITTY ROAD
CENTER GROVE TOWNSHIP,GUILFORD COUNTY
GREENSBORO -NORTH CARINA
OCTOBER 6, 2016
250 0 125 250 500
1 inch=250ft.
4609 Dundas Drive
{ yens Greensboro,
- -- --- North Carolina 27407
t nglneering, InC. Fax [phone]
—Since 1974— Phone [phone]
1 Engineers Surveyors Planners Firm License No.: C-0168
[PROJECT: 823-49]—[H:\DRAWINGS\HERB PARKS\WITTY ROAD\RIDERS EDGE CONSTRUCTION PLANS.DWG]

PROP(
S1
HE
EX. C
STRE/
El
730 0+00 1+00
PROFILE VIEW
HOR. SCALE: 1 " = 40'
VERT. SCALE: 1 " = 4'
1
❑NE
e
U EIMPAC
H�
TREAM IMPACTS:
TEMPORARY STREAM IMPACT FOR CULVERT PUMP AROUND: 8 LF
PERMANENT STREAM IMPACT OF CULVERT AND RIP RAP: 148 LF
• CULVERT IMPACT: 105 LF
• RIP RAP IMPACT: 43 LF
BUFFER IMPACTS:
L S, TM'REAM/
TYPTC4
l rf-
B FfR IM�ACT/
SHEET 2 OF 3
BUFFER IMPACT MAP
FOR
8407 WITTY ROAD
CENTER GROVE TOWNSHIP -GUILFORD COUNTY
GREENSBORO -NORTH CAROLINA
OCTOBER 6. 2016
50 0 25 50 100
1 inch =50ft.
ZONE 2 IMPACT=5,580 SF 4609 Dundas Drive
ZONE 1 IMPACT=9,541 SF moans Greensboro,
- -- ---_- North Carolina 27407
T
TOTAL BUFFER IMPACTS=15,121 SF 1 )� 336-
+; ng><neering) nC. 854.8876
—Since 1974— Phone [phone]
1 Engineers Surveyors Planners Firm License No.: C-0168
[PROJECT: 823-49]-[H:\DRAWINGS\HERB PARKS\WITTY ROAD\RIVERS EDGE CONSTRUCTION PLANS.DWG]

PROPOSED PUMP
PIPE PROPOSED
SILT FENCE
O O
TEMPORARY CONSTRUCTION (TYP.)
STREAM CROSSIN CLASS "I"
FLOW RIP RAP
I
3 MIN
RIP RAP 1;
#57 STONE L
AROUND �_
PIPE INLET
STREAM
TO
SAND
PROPOSED
SILT FENCE
(TYP.)
STREAIuT--
FLOW
XMIN
DISTURBANCE LIMITS
PLAN
3' 3'
MIN. MIN. FROM
TOP OF
PUMP
BANK
, /JA
EX. INV.
CREEK TEMPORARY /
STONE DAM
REMOVE ENOUGH SANDBAGS TO ALLOW FLOW
THROUGH WHEN NOT PUMPING AROUND.
POLTETHYLENE FABRIC ON
FACE (8 ML. THICK)
SECTION A -A
TEMPORARY "CULVERT CROSSING - PUMP AROUND"
FOR CULVERT INSTALLATION
NOTES
1) EROSION STONE TO BE "CLASS I" RIP—RAP UNLESS DESIGNATED DIFFERENTLY ON
CONSTRUCTION PLAN.
2) PUMP AND LINE SIZE TO BE DETERMINED BY THE CONTRACTOR USING THE BASE FLOW
SHOWN ON THE CONSTRUCTION PLANS
3) MATERIAL SPECIFICATIONS
SANDBAGS: SANDBAGS SHALL CONSIST OF MATERIALS WHICH ARE RESISTANT TO
ULTRAVIOLET RADIATION, TEARING AND PUNCTURE, AND WOVEN TIGHTLY ENOUGH TO
PREVENT LEAKAGE OF FILL MATERIAL (i.e. SAND, FINE GRAVEL, ETC.)
CONSTRUCTION SEQUENCE FOR CULVERT CROSSING—PUMP AROUND
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 DOWNSTREAM TEMPORARY STONE DAM AND FILTER FABRIC TO PREVENT
BACKFLOW INTO CONSTRUCTION AREA.
3) INSTALL PROPOSED SILT FENCE ALONG TOP OF BANK EACH SIDE OF THE
CONSTRUCTION AREA.
4) UPON CONSTRUCTION COMPLETION, REMOVE TEMPORARY DAMS, FILTER FABRIC.
DEPRESS TEMPORARY DAM BOTTOMS INTO STREAM BED UNTIL TOP OF RIP RAP IS LEVEL
WITH STREAM BOTTOM.
5) UPON STABILIZATION OF CLEARED AREAS, REMOVE TEMPORARY EARTH BERM, SEDIMENT
TRAP, AND DEWATERING BASIN.
SHEET 3 OF 3
RIP RAP BASIN AND PUMP AROUND DETAILS
FOR
8407 WITTY ROAD
CENTER GROVE TOWNSHIP -GUILFORD COUNTY
GREENSBORO, NORTH CAROLINA
OCTOBER 6. 2016
I
VanS
+ ngineenng, Inc.
—Since 1974 —
I Engineers Surveyors Planners
4609 Dundas Drive
Greensboro,
North Carolina 27407
fax [phone]
Phone [phone]
Firm License No.: C-0168
[PROJECT: 823-49]—[H:\DRAWINGS\HERB PARKS\WITTY ROAD\RIVERS EDGE CONSTRUCTION PLANS.DWG]
W P��
SIO#a'80 HEPO
NGOOS
FIPRAP
TOp pF
—
a
p
RIPRAP
EDGE
N WAOTER
NOT
3
SHOWN
36" CULVERT
2:1 - HORIZONTAL 2:1
APRON N
FLOOR
n 3
EDGE
OF
WATER C —
cV
in
OF
N
NCDOTOP
plPgAP
T
--
ST D#838'
8p NE ADHrA��
PLAN VIEW
NTS
27'
18'
9'
I ■ 4 ■ 10
T T
�
I
TOP OF RIPRAP
I �
36" CULVERT
FLOW
i FLOW
p ? r I 1.8' I 2,
o CLASS11 RIPRAP
20"
PROFILE VIEW
CLASS IRIPRAP
D(50) = 10"
NTS
D(max) = 17"
RIPRAP BASIN DETAIL
NTS
SHEET 3 OF 3
RIP RAP BASIN AND PUMP AROUND DETAILS
FOR
8407 WITTY ROAD
CENTER GROVE TOWNSHIP -GUILFORD COUNTY
GREENSBORO, NORTH CAROLINA
OCTOBER 6. 2016
I
VanS
+ ngineenng, Inc.
—Since 1974 —
I Engineers Surveyors Planners
4609 Dundas Drive
Greensboro,
North Carolina 27407
fax [phone]
Phone [phone]
Firm License No.: C-0168
[PROJECT: 823-49]—[H:\DRAWINGS\HERB PARKS\WITTY ROAD\RIVERS EDGE CONSTRUCTION PLANS.DWG]

AGENT AUTHORIZATION
This form authorizes PEI to act as our agent in stream/wetland matters including U.S. Army
Corps of Engineers and North Carolina Division of Water Resources field verification and
permitting.
",roperty Address: 94
i. .■ ! iii
Owner/Applicant Information:
Address: f(Qj CM01(6tiG C044#cv Com•
Telephone Number: �3 � Z6Z-101
Fax Number: 3 Lt ZSZ— ,3rV
E-mail Address: V1 DOY1KS@ by roocieV. un"
r�- ^,
Signature Date: V LUIx— a3 X01 io

AGENT AUTHORIZATION
This form authorizes PEI to act as our agent in stream/wetland matters including U.S. Army
Corps of Engineers and North Carolina Division of Water Resources field verification and
permitting.
PropertyAddress: SII 2/,
Owner pplicant Information:
Name:
Address:
Telephone Number:
Fax Number:
E-mail Address:
`7, L z
r r
911
fir_ 1
�! A [A i
Z 8 7-1014
_(330 282.-3'7C1r7
Cox
VOv1 d CA/. CVYY)
Signature. te: GIA I ho

I
-j Cap
RK13S-2. Glercce Schad
#0
0:1
ROCKINGHAM
CFS 498 Dsvenit L, -.g
Hous e�
GF04K C-,g-vc-n part H cus e
& stwe
GJ IL FO RD
GF0,528 Hillsdale Primitive
lk,� �,l I
Ba pt i s t C h u f d
GF1 774 G. T W is cr
�Tocery S & Gas Statkcr Source:
N.C. SHPO HPO
GIS Website
Not to Scale

LEGEND
Site Boundary
1 %Annual Chance Flood Hazard
NRegulatory Floodway
NSpecial Floodff4
Area of Undetermined Flood Hazard
0.2% Annual Chance Flood Hazard
Future Conditions I%Annual Chance Flood Hazard
Ki Area with Reduced Risk Due to Levee
Drawing 4
FEMA FIRM Panel No.
3710795100K Effective 07.03.07 and
Panel No. 3710795000) Effective 6.18.07
Scale: 1" = 300'
FEMA Firm
Rivers Edge
8407 Witty Road
Summerfield, Guilford County, NC
PEI Project 2011