20190830 Ver 1_Riparian Buffer Authorization_20190619

434 Fayetteville Street
Suite 1500
`` Raleigh.NC 27601
Main:919-836-4040
wspgroup.com/usa
pbworld.com/usa
June 17th, 2019 C
°\ 1 2 0 1
Ms. Stephanie Goss 9083
NCDEQ, 401 & Buffer Permitting Unit 0
512 North Salisbury Street
Raleigh, NC 27604
[phone]
SUBJECT: 6221 Chapel Hill Road Buffer Authorization Permit Submittal
Dear Ms. Goss,
Per our email correspondence (most recently on 05-22-2019), we have completed a Buffer Authorization Form
Application for the project mentioned above.
The enclosed application includes the following items:
• 3 color copies of the Buffer Authorization Form Application Package
• 2 full-size (24x36) copies of the proposed construction plans
• 1 11 x17 copy of the proposed construction plans
Please feel free to call at [phone] or email at [e-mail] if you have any questions or
comments.
Sincerely,
Jon Becker, PE

DWR
State of North Carolina
Department of Environmental Quality
Division of Water Resources Division of Water Resources
15A NCAC 02B .0233(8)(b), .0243 (8)(b), .0250(11)(b), .0259(8)(b),.0267(11)(c), .0607(e)(2)-Buffer Authorization
FORM: BA 10-2013
Riparian Buffer Authorization Form
A. Applicant Information
1. Project Information
la. Name of project: 6221 Chapel Hill Road Stormwater Improvements
1 b. County: Wake
1c. Nearest municipality: Raleigh
1 d. Subdivision name: N/A
le. Is the project located in any of North Carolina's twenty coastal counties? ❑ Yes ® No
If yes, answer 1f below.
1f. Is the project located within a NC Division of Coastal Management Area of ❑ Yes ® No
Environmental Concern(AEC)?
2. Owner Information
2a. Name on Recorded Deed: See Supplemental Attachment
2b. Deed Book and Page No. See Supplemental Attachment
2c. Map Book and Page No. See Supplemental Attachment(i copy of the recorded maps is provided in
(include a copy of the Appendix E)
recorded map that indicates
when the lot was created):
2d. Responsible Party See Supplemental Attachment
(for Corporations):
2e. Street address: See Supplemental Attachment
2f. City, state, zip: See Supplemental Attachment
2g. Telephone no.: See Supplemental Attachment
2h. Fax no.: See Supplemental Attachment
2i. Email address: See Supplemental Attachment
3. Applicant Information(if different from owner)
3a. Applicant is: ❑ Agent ® Other, specify: City of Raleigh Engineering Services
3b. Name: Wayne Miles, PE
3c. Business name City of Raleigh Public Works I Stormwater Management
(if applicable):
3d. Street address: 127 West Hargett Street(Professional Building)
3e. City, state, zip: Raleigh, NC 27601
3f. Telephone no.: [phone]
3g. Fax no.: N/A
3h. Email address: [e-mail]
4. Agent/Consultant Information (if applicable)
4a.Name: Everett Gupton
4b. Business name WSP
(if applicable):
4c.Street address: 434 Fayetteville Street
4d.City, state, zip: Raleigh, NC, 27601
4e.Telephone no.: [phone]
4f. Fax no.: N/A
4g.Email address: [e-mail]
FORM: BA 10-2013 Page 1 of 4

B. Project Information and Prior Project History
1. Property Identification
la. Property identification no. (tax PIN or parcel ID): See Supplemental Attachment
1 b. Site coordinates(in decimal degrees): Latitude: 35.789 Longitude: -78.731
1 c. Property size: 0.15 acres(in LOD,affected properties total 4.7 ac)
2. Surface Waters
2a. Name of nearest body of water to proposed project: Richlands Creek
2b. Water Quality Classification of nearest receiving water: C; NSW
2c. River basin: Neuse (03020201)
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:
See Supplemental Attachment
3b. Attach an 81/2 x 11 excerpt from the most recent version of the USGS topographic map indicating the location
of the site.
See appendix B of attachment.
3c. Attach an 8 1/2 x 11 excerpt from the most recent version of the published County NRCS Soil Survey Map
depicting the project site.
See appendix B of attachment.
3d. List the total estimated linear feet of all existing streams(intermittent and perennial)on the property:
250 LF
3e. Explain the purpose of the proposed project:
See Supplemental Attachment
3f. Describe the overall project in detail, including the type of equipment to be used:
See Supplemental Attachment
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by ❑ Yes Z No 0 Unknown
the Corps or State been requested or obtained for this Comments:
property/project(including all prior phases) in the past?
4b. If yes,who delineated the jurisdictional areas? Agency/Consultant Company: N/A
Name(if known): N/A Other:
4c. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach
documentation.
N/A
5. Project History
5a. Have permits or certifications been requested or obtained 0 Yes ® No ❑ Unknown
for this project(including all prior phases)in the past?
5b. If yes, explain and detail according to"help file" instructions.
N/A
6. Future Project Plans
6a. Is this a phased project? 0 Yes ® No
6b. If yes, explain.
N/A
FORM: BA 10-2013 Page 2 of 4

C. Proposed Impacts Inventory
1. Buffer Impacts
la. Project is in which protected basin? ❑ Neuse ❑ Tar-Pamlico ❑ Catawba
❑ Randleman 0 Jordan 0 Goose Creek
1 b. Individually list all buffer impacts below. If any impacts require mitigation,then you MUST fill out Section D of
this form.
Buffer impact Reason for Type of impact Stream name Buffer Zone 1 Zone 2
number— impact (exempt, allowable, mitigation impact impact
Permanent(P) allowable w/ required? (sq ft) (sq ft)
or Temporary mitigation)
(T)
B1 ® P ❑ T Grading and UT to Richlands ❑ Yes ® No 1011 0
Riprap Creek
B2 ❑ P ® T Construction UT to Richlands ❑ Yes ® No 90 0
Access Creek
B3 ❑ P ® T Construction UT to Richlands El Yes ® No 0 61
Access Creek
B4 ❑ P ❑ T 0 Yes ❑ No
B5 ❑ P ❑ T ❑ Yes ❑ No
B6 ❑,P ❑ T ❑ Yes ❑ No
• Total buffer impacts 1101 61
1 c. Comments: Buffer impacts will be minimized such that they only include areas required for construction
access, replacement of the existing headwall, or installation of outfall stabilization measures described above.
D. Impact Justification and Mitigation
1. Avoidance and Minimization
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
See Supplemental Attachment
lb. Specifically describe measures taken to avoid or minimize the proposed impacts through construction
techniques. See Supplemental Attachment
2. Buffer Mitigation
2a. Will the project result in an impact within a protected riparian buffer that ❑ Yes ® No
requires buffer mitigation?
2b. If yes,then identify the square feet of impact to each zone of the riparian buffer that requires mitigation and
calculate the amount of mitigation required in the table below.
Zone Reason for impact Total impact Multiplier Required mitigation
(square feet) (square feet)
Zone 1 3(2 for Catawba)
Zone 2 1.5
Total buffer mitigation required:
2c. If buffer mitigation is required, is payment to a mitigation bank or NC DMS ❑ Yes ❑ No
proposed?
2d. If yes, attach the acceptance letter from the mitigation bank or NC DMS.
2e. If no,then discuss what type of mitigation is proposed.
2f. Comments: No mitigation required.
FORM: BA 10-2013 Page 3 of 4

E. Diffuse Flow Plan
All buffer impacts and high ground impacts require diffuse flow or other form of E Diffuse flow
stormwater treatment. Include a plan that fully documents how diffuse flow will be E Other BMP
maintained. If a Level Spreader is proposed, attach a Level Spreader Supplement Form. See Supplemental
If due to site constraints, a BMP other than a level spreader is proposed, please provide a Attachment
plan for stormwater treatment as outlined in Chapter 8 of the NC Stormwater BMP
Manual and attach a BMP Supplement Form.
F. Supplementary Information
1. Environmental Documentation
1 a. Does the project involve an expenditure of public (federal/state/local)funds or the ® Yes ❑ No
use of public(federal/state) land?
lb. If you answered "yes"to the above, does the project require preparation of an E Yes ® No
environmental document pursuant to the requirements of the National or State (North
Carolina) Environmental Policy Act(NEPA/SEPA)?
1 c. If you answered "yes"to the above, has the document been finalized by the State ❑ Yes ❑ No
Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.)
Comments: N/A
2. Violations
2a. Is the site in violation of DWR Wetland Rules(15A NCAC 02H .0500), Isolated ❑ Yes ® No
Wetland Rules (15A NCAC 02H .1300), DWR Surface Water or Wetland Standards,
or Riparian Buffer Rules (15A NCAC 02B .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):
N/A
Wayne Miles '!
Applicant/Agent's Printed Name A plicant/A ent's Signature Dat
(Agent's signature is id my if an auth nzauon letter from the applicant is provided.)
Send 3 complete sets of this form and accompanying documents to the following:
For government transportation projects sent by For government transportation projects sent by
First Class Mail via the US Postal Service: delivery service(UPS, FedEx, etc.):
NC DWR, Transportation Permitting Unit OR NC DWR, Transportation Permitting Unit
1617 Mail Service Center 512 N. Salisbury Street
Raleigh, NC 27699 - 1617 Raleigh, NC 27604
For all other projects sent by First Class Mail via For all other projects sent by delivery service
the US Postal Service (UPS, FedEx, etc.):
Karen Higgins Karen Higgins
NCDW R—401 & Buffer Permitting Branch OR NCDW R—401 & Buffer Permitting Branch
1617 Mail Service Center 512 N. Salisbury Street
Raleigh, NC 27699 - 1617 Raleigh, NC 27604
FORM: BA 10-2013 Page 4 of 4

BUFFER AUTHORIZATION FORM
SUPPLEMENTAL ATTACHMENT
6221 CHAPEL HILL ROAD:STORMWATER IMPROVEMENTS
Wayne Miles, PE
City of Raleigh Engineering Services
127 West Hargett Street(Professional Building)
Raleigh, NC 27601
[phone]
[e-mail]
A;2A-2l& B: 1A)PROPERTY INFORMATION
Street Address Owner DB PG(DB) BM PG PIN
(BM)
Chapel Hill Rd 6221 Raleigh-Cary Self 8376 467 1993 606 0774926188
Storage Center, LLC
Chapel Hill Rd 6215 Convington,Gregory 2927 882 NA NA 0784020174
Chapel Hill Rd 6217 and Deborah 17154 626 NA NA 0784020083
Owner Telephone Phone 2/Email 1
Raleigh-Cary Self Storage Center, LLC [phone] [phone]
Convington,Gregory and Debroah [phone] [e-mail]
A copy of the recorded maps is provided in Appendix E.
B;3A)EXISTING CONDITIONS
The commercial facility at 6221 Chapel Hill Road has experienced major storm drain and
pavement failure due to the deterioration and failure of an existing 42" corrugated metal storm
drain pipe (CMP) bisecting the property.The existing storm drain infrastructure on the property
includes approximately 250 LF of 42"CMP, four storm drain inlets constructed of a grate and
vertical CMP riser,and an outfall beneath the existing concrete driveway on the eastern
boundary of the property.The system receives runoff from 36" and 30" reinforced concrete
pipes from the neighboring property to the southwest. Due to a pipe failure, a large sinkhole
has formed directly adjacent to an existing storage building structure. In addition, a site visit
indicated deterioration of the existing outfall on the eastern portion of the property. A vicinity
map of the parcels is provided on the following page (Figure 1).

6221 CHAPEL HILL ROAD l IP
BUFFER AUTHORIZATION FORM SUPPLEMENTAL ATTACHMENT
06/10/2019
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Figure 1:6221 Chapel Hill Road Site N1ap(Walk. ,;;,;;;icy Maps ,
The project site is within the Neuse River Basin and specifically located within the Richlands
Creek watershed. Surrounded by Chapel Hill Road, Germantown Road, and Hillsborough
Street, the delineated drainage area was determined to be approximately 28 acres in total.
The drainage area is fully built out and comprised of mostly commercial land use,with some
residential area east of the storage property. The potential for future development within the
drainage area is very limited.
Richlands Creek is classified by NCDEQ as a class C, nutrient sensitive stream within the Neuse
river basin. As such, Richlands Creek and its jurisdictional tributaries, are subject to the Neuse
River Buffer Rules.
According to the FEMA Flood Insurance Rate Map, the project site is NOT within an area
mapped as a Special Flood Hazard Area (SFHA).
Photos of the existing site conditions are included within Appendix C.
B;3E)PROJECT PURPOSE
The purpose of the project is to replace the failing storm drain infrastructure at the site and to
repair the effects of the failed CMP on the property in the future. Existing conditions analysis
demonstrated that the existing piping network system is undersized to convey storm drainage
from the surrounding area.
Without incorporation of the proposed improvements described herein, continued property
damage could pose a safety risk to the residents. Additionally, if the sinkhole on the property
continues to grow and/or conditions worsen, more damage would be caused to the concrete

6221 CHAPEL HILL ROAD tik
BUFFER AUTHORIZATION FORM SUPPLEMENTAL ATTACHMENT i
06/10/2019
pavement directly adjacent to the nearby storage building structure, putting the structure at
risk.
The improvements would increase the capacity of the drainage system located on the
property and reverse the deterioration of the concrete pavement and subgrade. The increase
in capacity will not increase the ultimate discharge from the site. Nor is it intended to convey
any additional runoff. The increase in pipe size is solely intended to prevent surcharging and
overland flooding. The volume of water reaching the outfall will be the same in the pre and
post-construction condition.
B;3F)PROJECT AND EQUIPMENT
The project includes the replacement of approximately 250 LF of existing 42"CMP with 48"
RCP. This concept would also involve replacement of the existing 24" CMP risers and adjoining
grates which are currently serving as drop inlets. Additionally, a new junction box would be
installed to facilitate a minor shift in alignment of the pipe. The shift would be necessary to
provide clearance from the corner of an existing storage unit. The proposed inlets and
manhole have been located to maintain the most clearance from the existing storage unit
structure foundations.
There is a span of elevated concrete pavement over the existing outfall that will need to be
removed and replaced. The replacement concrete will be supported by compacted backfill
material and a proposed concrete endwall. The new endwall will be installed in approximately
the same location as the existing pipe outfall but the endwall will be oversized/extended to act
as a replacement for the existing, deteriorating,concrete block retaining wall.
Construction equipment will traverse the existing pavement as much as possible. Vegetated
areas will only be accessed as necessary to install the new endwall and outlet channel
stabilization.
D; IA)PROJECT;MINIMIZE DESIGNED IMPACTS
There is an existing riprap-lined channel between the outfall and the receiving jurisdictional
stream. The replacement of the outfall and installation of a new endwall would require access
for construction equipment. The outfall stabilization has been designed to minimize the
footprint of the construction impacts. Using an oversized endwall facilitates the minimization
of grading,without requiring a full retaining wall. Additionally, the location of the endwall and
the angle of the outfall pipe, have also been set to minimize any adjustments required to the
receiving channel.
A 6-foot chain link fence currently located just inside the property line would require
adjustment. In addition, these improvements will require, at minimum, a temporary
encroachment agreement at the neighboring property.
D; 18)PROJECT MINIMIZE CONSTRUCTION IMPACTS
Methods of access and construction have been selected to minimize impacts to in situ soil
conditions and to existing trees. Where feasible, existing vegetation will be maintained.
Lightweight equipment will be used, to prevent excessive soil compaction and harm to
existing root mass. Construction equipment will remain on the existing pavement when
possible.
3

CHAPEL HILL ROAD s )
BUFFERAUTHORIZATION FORM SUPPLEMENTAL ATTACH ME,VT
06/10/2019
E)DIFFUSE FLOW PLAN
The project will not result in new/additional point sources, and therefore a diffuse flow plan is
not applicable. A stable riprap channel will be installed at the end of the improved outfall that
will effectively dissipate energy and control erosion. The project will not result in any
additional runoff or stormwater discharge.

APPENDIX
A IMPACT
EXHIBITS

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8 ©WBP USA INC.ALL RIGHTS ARE RESERVED.ANY POSSESSION.
REPRODUCTION OR OTHER USE OF THIS DOCUMENT WITHOUT PRIOR PERMISSION FROM WSP,IS EXPRESSLY PROHIBITED.
PROJECT DATE:BGJ1BR019 Chapel HI■
DRAWN BY:JWB CHECKED BY:ECGS I )
II Road NN
Project ject Stormwater Improvements
1 Overview
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g SHEET Suite 1500
a 1 of 2 City of Raleigh Engineering Services Raleigh,NC 27601
Stormwater Management [phone]
127 West Hargett Street,8th Floor wsp.com

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NOTE:PROPOSED RIPRAP AND CHANNEL GRADING(CONTOURS)HAVE BEEN TURNED
( IN FEET) OFF ON THIS EXHIBIT FOR CLARITY.SEE SHEET 1 OF 2 FOR LIMITS OF RIPRAP AND
f Inch v 20 ft PROPOSED CONTOURS.
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0 ©WSP USA INC.ALL RIGHTS ARE RESERVED.ANY POSSESSION.REPRODUCTION OR OTHER USE OF THIS DOCUMENT WITHOUT PRIOR PERMISSION FROM WSP,IS EXPRESSLY PROHIBITED.
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DRAWN BY:: DATEED SY:Q079 Chapel Hill Road
DRAWN BY:JWB CHECKED BY:ECG NN
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TITLE
1 Buffer Stormwater Improvements
Impact Exhibits
• i. Raleigh, NC 434 Fayetteville St
if SHEET Suite 1500
II- , a 2 of 2 City of Raleigh Engineering Services Raleigh,NC 27601
Stormwater Management [phone]
127 West Hargett Street,8th Floor WSp.COm
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APPENDIX
B OVERVIEW
MAPS

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TITLE
1 USGS Stormwater Improvements
1 LOCATION MAP
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DELINEATED PROJECT AREA IS REPRESENTAT•E JF ar/ROXIHATE LIMITS OF 15%_,R6 ,E 5-U ON 'v0!TC>>I 4N0.NUTF'JH RE PURPOSES OF CONSTRUCTION OR PERMITTING ....
i ©WSP USA INC ALL RIGHTS ARE RESERVED.ANY POSSESSION.REPRODUCTION OR OTHER USE OF THIS DOCUMENT WITHOUT PRIOR PERMISSION FROM WSP IS EXPRESSLY PROHIBITED
04/16
2019
1 DRAWN BY DATE DSY EGG Chapel Hill Road ‘‘ S
DRAWN BY NM CHECKED eY ECG
TITLE
1 FEMA Stormwater Improvements
e LOCATION MAP
Raleigh, NC 434 Fayetteville St
1 ; E - Suite 1500
r of 3 City of Raleigh Engineering Services Raleigh,NC 27601
Stormwater Management [phone]
k. 127 West Hargett Street,8th Floor wsp.com
S.

Soil Map—Wake County,North Carolina
(6221 Chapel Hill Road)
k
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USDA Natural Resources Web Soil Survey 6/14/2019
Conservation Service National Cooperative Soil Survey Page 1 of 3

Soil Map—Wake County,North Carolina
(6221 Chapel Hill Road)
MAP LEGEND MAP INFORMATION
Area of Interest(AOl) li Spoil Area The soil surveys that comprise your AOI were mapped at
Area of Interest(AOI) 1:24,000.
a Stony Spot
Soils Please rely on the bar scale on each map sheet for map
Soil Map Unit Polygons
as Very Stony Spot measurements.
Wet Spot Source of Map: Natural Resources Conservation Service
Soil Map Unit Lines Other Web Soil Survey URL:
Soil Map Unit Points Coordinate System: Web Mercator(EPSG:3857)
Special Line Features
Special Point Features Maps from the Web Soil Survey are based on the Web Mercator
V Blowout Water Features projection,which preserves direction and shape but distorts
Streams and Canals distance and area.A projection that preserves area,such as the
Borrow Pit Albers equal-area conic projection,should be used if more
ClaySot Transportation accurate calculations of distance or area are required.
p 4-4-4 Rails
Closed Depression This product is generated from the USDA-NRCS certified data as
Interstate Highways of the version date(s)listed below.
X. Gravel Pit US Routes
Soil Survey Area: Wake County,North Carolina
Gravelly Spot Major Roads Survey Area Data: Version 17, Sep 10,2018
O Landfill Local Roads Soil map units are labeled(as space allows)for map scales
1:50,000 or larger.
Lava Flow Background
Marsh or swamp Aerial Photography Date(s)aerial images were photographed: Apr 27,2014—May
qiip6,2014
''" Mine or Quarry
The orthophoto or other base map on which the soil lines were
O Miscellaneous Water compiled and digitized probably differs from the background
imagery displayed on these maps.As a result,some minor
O Perennial Water shifting of map unit boundaries may be evident.
Rock Outcrop
+ Saline Spot
Sandy Spot
Severely Eroded Spot
Sinkhole
Slide or Slip
0o Sodic Spot
USDA Natural Resources Web Soil Survey 6/14/2019
Conservation Service National Cooperative Soil Survey Page 2 of 3

Soil Map—Wake County, North Carolina 6221 Chapel Hill Road
Map Unit Legend
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
CeB Cecil sandy loam,2 to 6 23.0 2.4%
percent slopes
CeC Cecil sandy loam,6 to 10 26.1 2.7%
percent slopes
CfC Cecil-Urban land complex,2 to 119.2 12.3%
10 percent slopes
ChA Chewacla and Wehadkee 18.6 1.9%
soils,0 to 2 percent slopes,
frequently flooded
HeB Helena sandy loam,2 to 6 25.7 2.6%
percent slopes
PaD Pacolet sandy loam, 10 to 15 58.2 6.0%
percent slopes
PaE Pacolet sandy loam, 15 to 25 8.9 0.9%
percent slopes
PbD Pacolet-Urban land complex, 46.1 4.8%
10 to 15 percent slopes
Ur Urban land 644.9 66.4%
W Water 0.0 0.0%
Totals for Area of Interest 970.6 100.0%
USDA Natural Resources Web Soil Survey 6/14/2019
Conservation Service National Cooperative Soil Survey Page 3 of 3

APPENDIX
C SITE PHOTOS
TAKEN BY WSP

June 29, 2018
6221 Chapel Hill Road 1 of 4
Field Assessment Photolog
Photo No. 1
Sinkhole formed near storage building
l , `;
Western portion of the property \
,
Looking upstream '
,
Photo No. 2
Coy 1 _ VI
Inlet upstream of failed pipe .:i R
E i �
t
Looking downstream ' � ,
Ar
' '`• �; a 1�, ,`ate k
1
K 1! _
fte
`Vok,
.fr "...b.4, , . ....,-k• ' 4�yk
�,EF 4? a 9 r 7* • Q1 �
-n

June 29, 2018
6221 Chapel Hill Road 2 of 4
Field Assessment Photolog
Photo No. 3
Grate inlet and CMP riser •
;�.
'11116,-
f
Photo No. 4
Elevated concrete span ,Y
Top view w + `,,__
-- -- -

June 29, 2018
6221 Chapel Hill Road 3 of 4
Field Assessment Photolog
Photo No. 5 r-- • '� �y
:112
Deterioration of concrete block wall f `..,i,'
, ' .y , �
Eastern portion of property £`mil �' "
y
41' :�
,.^i r`s Y`x 5
q
1M
> J.
4. 1
ek
j 9 ,
Photo No. 6 `''
M'
Existing CMP outfall ,x. '-
v
Looking upstream
(**.„'
4
ff
,
1 'kik sF.'.1� y 3
- •,
_...

June 29, 2018
6221 Chapel Hill Road 4 of 4
Field Assessment Photolog
Photo No. 7
Elevated concrete span and block wall
14144eimr.
Bottom view
....,
._
_
-
1 1
. „ills a 4p er-
.:.
...
-
. t
0 ,• '"
or ...-.. k, 4 ...4! )•=tai ,
Photo No. 8 , i..., , .,....:...:, -
.......,,,
-- 0 :.
, 4
ii, .,, .
Existing outfall channel (UT to Richland Creek) 4% •
'
'1 law.,. , .,,,, . 1 • , do \ ,-J-„, All
, .0 , V, k
Eastern portion of the property Nal!0.111 1$ 4.1f144111_
Looking downstream
=, ..--.%-. •-, iillik,4 • lvit.,,.. ,,,,,..,
.....
1 e.:4
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—NNW A
) • .-v •

APPENDIX
D CURRENT
DESIGN PLANS
(SEE ATTACHED)

APPENDIX
E RECORDED
MAPS
(SEE ATTACHED)

)iA'LTO»- R.M. Pearman, Jr., 609 Forum VI, Greensboro,N.C. 27408 ;(} G 3S7af
(Sena a)lrntrat ft:Wl ••.-.—.. ISu4f — MVO
-..- ..'.1800 Hillsborough Road, Raleigh,N.C. ii$ 4jq •ex, 82
_i PFAMANEST ADO OF GWFF E • �,� ++
all$ latebr Node this _ __19th.day of MaY 19. 81 by and
Sheryl Covington a f rs/a _-
-••••5Tieryi--Covington .each__.._. Wake -_ _ .._._._... _.
__..._...._._.....-__.-_-". fall 1fixdfalt County and State of North Carolina hereinafter
caned Crapmr,and.._.:_ .._.Greor.....,gk X Covinton=_..._.._...�._..._.._.......__..._.._�__.__..._.....___..___..__....___.__....._._.
• _ of fi00KOfa County and State of North Carolina,hereinafter called Grantee.
• WITNESSET1l:That the Grantor.for wad in consideration of the sum of Ten Dollars and other
good and
dba .valuable
d
tion to hint in hied paid by the Grantee,the receipt subarea!is hereby acknowledged.has gi
sold and
conveyed.and by is does give,grant•bin;sue•tonvey and c�°°``�l unto the Grantee,his heirs and/or sneeenrrs
theses.. . TrwnahiP.'(liv/d Csonb.North�•described as follows:
•
and assigns,t is.—.-.`._�..
•• BEGINNING• at an iron in the western line of a 15-foot soil
II
dead end road leading North from U.S. Highways No. 1 and No.
64, said stake marking the northeastern corner of the
property conveyed to Trueletta Covington by deed recorded in
Book 1256 at Page 197, Wake County Registry; runs thence ¢r
•• along the northern line of said Trueletta Covington's property ��z -,
North 81° 22' West 209.25 feet to an iron in the eastern m4,�•• N n
line of the pro ert of Edward Whitaker; runs thence along ",
01
the eastern line of saidWhitaker'$ property North 6° 37' c of U W
East 126.59 feet to a stake in the southern line of the az
z a a s'
property of Jimmy Hooker; runs thence along the southern _ 0 z ns
line of said Hooker's property South 86° 13' East 207.0 feet �o� +
to an old railroad iron in the right of way of said 15-foot co ago
soil dead end road, said point being South 5°55' West 200.25 —
feet from the center line of N.C. Highway No. 54; runs
1 thence along said 15-foot soil dead end road South 5° 55' , .
West 144.20 feet to the point of Beginning, all in accordance
with a survey by John S. Lawrence dated June 3, 1960,
(see attached Exhibit "A")
The above land) HOLD Ts conveyed to Grantor by
See Book No Page •
TOO HAVE AND TO The above described premises,with all the appurtenances[hereunto belonging,or in any wise apper-
taining.unto the Grantee.his heirs and/or successors and assigns forever.
And the Grantor covenants that he is seized of said premises in fee,and has the right to convey the same in fee simple;that said •
•
premise_are free from encumbrances (with the exceptions above stated,if any);and that be will warrant and defend the said title
to the saac against the lawful claims of all persons whomsoever.
When reference is made to the Grantor or Grantee,the singular shall include the plural and the masculine shall include the femi-
nine or the neuter.
.IN WITd ES WHE OF,The Grantor has hereunto set his hand and seal,the day and year first above written. (SEAL)
l ft� ... (SEAL) _._-_ _._ _.. .._.._... ._..._.._......_..._-......_........
��s... . i , (SEAL)
1 4 f (SEAL)
- (SEAL)
i ...... .... (SEAL) -
STATE Of NORTH CAROLINA-cgthrkfiR COUNTY a>r. siA9lir,t sy, �_
I •4:............
.•�tri/ ii:e%fa et Wake ere tied�aotary public of said runty �.: ;n
f % t'yI.._.e�i.F'�r 4-.7.V!T 4! !}......L: /2.51 - `„-.:0 t '? •,A•'c•-
do+hereby certify that..Sl!/!C •e`
�4 tlwL.ICY.i....LCiF 4'/✓ Grantor(s).personally appeared before ,�.ii- O...t1 f..,;6
me this day and acknowledged the execution of the foregoing deed.Witness my band ' . ,I, $I,` _ +�
. .
and notarial seal-stamp.This .... ..fay of iii/L` n ....19.E ...... N.'
My Commission Expires: Notary Public ,��%`. // • ., ( _,% -�' • . ...1 `•
' ..tl..P.; G.-,...G:... ram.
J .�=-....... Signature .. j ' .
STATE. OF NORTH CAROL.)NA-wiOtSFTiOO Seim t,JTv-1
NORTH CAROLINA—WAKE COUNTY :' !�, Li
/.'- �jJ�
�,towesiaa NRilie�t, d ✓ G
, Notet(rxies)Public is
(an)certified to be collect.This instrument and this certificate an duly fesi+tef_d at the date and
• tiers:and in the book and page shown on the first par,isnot•a.d YettENDE la,a,pstw of DaaOaSy
Deputy,Regi d(leads
s. A.u.tana-DewuV ncel.tera Dena
Thin Deed drawn by Richard M. Pearman, Jr. t 609 Forum VI, Greensboro,N.C.27408
1

•
aOOK2927 PArz883
EXHIBIT 'A'
entitled Property of Worth Covington, Meredith Township
Wake County, North Carolina, and being the same property
conveyed to Worth Covington by Trueletta Covington
by deed dated June 29, 1960, recorded in Book 1417, at
• Page 23 of the Wake County Registry.
• This conveyance is subject to restrictions, rights-of-way
and easements of record and ad valorem taxes. •
r '

b
WAKE COUNTY, NC 151
CHARLES P. GILLIAM
REGISTER OF DEEDS
PRESENTED & RECORDED ON
06,13/201S 11:44:41
BOQK 61 7154 PAGE:00226 - 00629
Prepared by&return to:
Jessica O.Wilkie
Hansen,Howell&Wilkie,PLLC ROD Box 31
1618 Glenwood Avenue •
Raleigh,NC 27608
STATE OF NORTH CAROLINA
COUNTY OF WAKE
COVERSHEET:
ORDER GRANTING PLAINTIFF'S MOTION FOR SUMMARY JUDGMENT
GREGORY COVINGTON,et ux,v.THOMAS I.BURT,JR., et al., 18 CVS 260
(CERTIFIED COPY)
PLAINTIFF: GREGORY COVINGTON and wife, DEBORAH COVINGTON
DEFENDANTS: THOMAS I. BURT R. JACQUELINE SCO
TT,J Q et vir, KEVIN SCOTT;
VIRGINIA MARKS et vir, GERALD MARKS; GWENDOLYN RENEE BURT;
MARY ELIZABETH BURT; DeQWONNA WILSON BANKS et vir,
CHRISTOPHER BANKS; WILLIAM WILSON,JR.; FAYE HOOKER BURT;
and WILLIAM L. JONES et ux, KIMBERLY JONES
PROPERTY: REID: 0015257
ADDRESS: 6217 Chapel Hill Road, Raleigh, NC 27607

a
NORTH CAROLINA IN THE GENERAL COURT OF JUSTICE
1(J13 WAY 31 PNf S3.1PVIOR COURT DIVISION
WAKE COUNTY FILE NO. 18 CVS 260
WA,i cowry, C.S.C.
GREGORY CONVINGTON et ux, )
DEBORAH COVINGTON, )
• )
Plaintiffs, ) ORDER GRANTING
) SUMMARY JUDGMENT
vs. )
)
THOMAS I. BURT, JR.; JACQUELINE )
SCOTT et vir, KEVIN SCOTT; VIRGINIA )
MARKS et vir, GERALD MARKS; )
GWENDOLYN RENEE BURT; MARY )
ELIZABETH BURT; DeQWONNA )
WILSON BANKS et vir, CHRISTOPHER )
BANKS; WILLIAM WILSON, JR.; FAYE )
HOOKER BURT; and WILLIAM L. JONES
et ux, KIMBERLY JONES, )
)
' Defendant. )
)
It has been established by the Motion and Verified Pleadings of the Plaintiffs in this action that
there is no issue as to any material fact, that Plaintiffs are entitled to summary judgment against
Defendants Thomas I. Burt, Jr., Jacqueline Scott, Kevin Scott, Virginia Marks, Gerald Marks,
Gwe
ndolyn Renee Burt, Mary Elizabeth Burt, DeQwonna Wilson Banks, Christopher Banks,
William Wilson, Jr., Faye Hooker Burt, William L. Jones and Kimberly Jones as a matter of law,
and that the relief due to Plaintiffs in the action to quiet title is certain.
NOW, THEREFORE, IT IS ORDERED, ADJUDGED AND DECREED that Summary
Judgment against ALL Defendants in the underlying claim be hereby granted upon the Motion
and Verified Pleadings of the Plaintiffs pursuant to Rule 56 of the North Carolina Rules of Civil
Procedure. Having found that Plaintiffs have met all requirements, the Court hereby enters
judgment establishing and affirming Plaintiffs' ownership of the following property, said
property having been acquired by adverse possession:
BEGINNING at an existing iron pin in the western edge of an old soil path,
the southeast corner of the lot deeded to Gregory Covington in Deed Book
2927, Page 882, Wake County Registry; thence North 81 degrees 22' 00"

• P
West 209.21 feet to an existing iron pin; thence ence South OS degrees 32' 07"
West' 79.79 feet; thence South 79 degrees 35' 28" East 205.44 feet to an
existing iron pin; thence North 08 degrees 21' 48" East 86.04 feet to the
POINT AND PLACE OF BEGINNING, containing +/- 0.39 acres and being
all of that lot marked as "Truletta Covington Heirs" as shown on the plat
entitled "Property of Gregory Covington," dated August 24, 2017, by Jack R.
Thomason, PLS.
BEING the same property conveyed to Trueletta Covington by deed
recorded in Book 1256, Page 197, in the Office of the Register of Deeds of
Wake County, North Carolina; further, being
a part of the property
conveyed to Trueletta Culbertson (also known as Trueletta Covington) in
deed at Book 1013, Page 452, Wake County Registry.
FURTHER being the property with Wake County Real Estate ID 0015257
and address 6217 Chapel Hill Road, Raleigh, North Carolina 27607.
This the t day of /1i1 Cc , , 2018.
Hon. U NGC ( =-P/- /.
•
•
•
CERTIFIED TRUE COPY FROM ORIGINAL
Cleric of Superior Court,Wake
• By.
Assistant Clerk of Superior Court
lam:

B►OOK:817154 PAGE:08626 - 80629
0101111111111111ft.,
WAKE
COUNTY
NORTH CAROLINA
Please retain yellow trailer page
It is part of the recorded document and must be submitted with the original for re-
recording.
Charles
a es P. Gilliam am
Register of Deeds
Wake County Justice Center
300 South Salisbury Street, Suite 1700 •
• Raleigh, NC 27601
❑ New Time Stamp ❑ $25 Non-Standard Fee
❑ Additional Document Fee ❑ Additional Reference Fee
This Customer Group This Document
# of Excessive Entities #of Pagese--3
#of Time Stamps'Needed

V
VICINITY MAP
NTS
THE CITY OF RALEIGH
Chapel Hill Rd
v
ce
z ENGINEERING SERVICES DEPARTMENT
SITE C,
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RUFFIN L. HALL t`� °�i. •,,,a•.• Ova`' f NANCY McFARLANE a.
CITY MANAGER \ cA / MAYOR ©
DRAWING INDEX: `� ��
CI
I)COVER SHEET S
2)GENERAL NOTES ]
3)EXISTING CONDITIONS AND DEMOLITION PLAN
4)PROPOSED IMPROVEMENTS PLAN AND PROFILE ! Mil 'I, '' '// -- C
5)EROSION AND SEDIMENT CONTROL PLAN a
6)STORM DRAINAGE DETAILS II P P ■M CI
7)EROSION AND SEDIMENT CONTROL DETAILS / . �=
8)SITE DETAILS , � ■ ■--■_ CCU
IIIIIIIIIII I�� j IIIIiI / �A ® e No n u UN
III ,III ,, / EN I I 1 1 1 1
I I v I'/ Er/�i. %r 11 liii
;.-7,..;..- - / IIP 17�i
0 _� MILLI -✓ ''---'
PENNI
Plans Prepared By: Jon Becker,PE 11
40
CAD File Path:
.1:1185757D 3221 Chapel RIII Rood 1 CAD 1Plans1185757D-PIareH.d.g
100% Plans =
6221 Chapel Hill Road
Pn
Drainage Improvement Project Lot Improvement Q s N/Ayes N
N
APPROVED Phase 1 `Q
Stormwater Manager DATE
;,4,.,`"Rq�;ti, Public Water N/A
X X Sb I ) „�ry 9 Public Sewer N/A
RECOMMENDED ""_
FOR CONSTRUCTION FNaNE� tio;= Date: June 6th, 2019 Public Street N/A
DEPARTMENT DATE SIGNATURE ;RfTr.c.GJQ,'. .
434 Fayetteville Street o6-10'2019
Public Storrnwater 236 LF
Suite 1500,Raleigh,NC 27601
F-0165
SHEET OF
Everett Gupton,PE A CONS1RUCT1ON TO BE IN ACCORDANCE MTH ALL CITY OF LL
[phone] RALEIGH AND/OR NCDOT STANDARDS AND SPECIFICATIONS
Everett.Gupton(a WSP.com I 8
ALL CONSTRUCTION MUST RE M ACCORDANCE MTH ALL
LOCAL,STATE. AND FEDERAL RULES AND REOULATONS.

CONSTRUCTION NOTES LEGEND "
GENERAL NOTES: DEMOLITION: EXISTING PROPOSED 434 Fayetteville
1500
Raleigh,NC 27601
1. ALLCONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF RALEIGH STORMWATER DESIGN MANUAL 1. CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH ALL REGULATIONS GOVERNING THE
PUBLIC UTILITY HANDBOOK,AND CITY OF RALEIGH STANDARD DETAILS UNLESS OTHERWISE NOTED. DEMOLITION,REMOVAL TRANSPORTATION AND DISPOSAL OF ALL DEMOLITION DEBRIS. IPF Ao EX IRON PIPE FOUND El PR. DROP INLET [phone]
2. CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST OSHA STANDARDS FOR 2. THROUGHOUT DEMOLITION AND CONSTRUCTION,CONTRACTOR TO INSTALL AND MAINTAIN APPROVED M EX. DRAINAGE INLET - \ / - PR.STORM PIPE wsp.com
EXCAVATION AND TRENCHING PROCEDURES.CONTRACTOR TO USE SUPPORT SYSTEMS,SLOPING, SHORING AND UNDERPINNING OF STORAGE UNITS. El EX ELEC TRANSFORMERX PR. TREE REMOVAL
BENCHING ETC.AS NECESSARY FOR THESE OPERATIONS AND SHALL COMPLY WITH ALL OSHA
PERFORMANCE CRITERIA. 3. THE CONTRACTOR SHALL SAW CUT EXISTING ASPHALT AND/OR CONCRETE SURFACES PRIOR TO REMOVAL El EX. AIR CONDITIONER UNIT POE-POE PERMANENT DRAINAGE EASEMENT
UNLESS OTHERWISE DIRECTED BY THE PROJECT INSPECTOR.SAW CUT PAVEMENT SHALL BE REPLACED IN EX. ELECTRIC METER TCE-TCE TCE- TEMPORARY CONSTRUCTION EASEMENT
3. THE INSTALLATION OF EROSION CONTROL MEASURES AND PRACTICES SHALL OCCUR IN ACCORDANCE ACCORDANCE WITH DETAIL 2 ON SHEET 8. 0
WITH THE CONSTRUCTION SEQUENCE ON THIS SHEET. ® EX CABLE BOX 52 PR.INTERMEDIATE CONTOURS ,,••"ZN SRO'"••.,,
TREES,SHRUBS,AND HEDGES: EX. DECIDUOUS TREE 50 PR.INDEX CONTOURS<i'"`:4. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR �
rw
PRIOR TO CONSTRUCTION.CONTRACTOR SHALL NOTIFY OWNER IF ANY DISCREPANCIES EXIST PRIOR TO 1. THE CONTRACTOR SHALL NOT REMOVE ANY TREES PAINTED AND/OR MARKED FOR REMOVAL UNLESS - - - - - EX PROPERTY LINE
CONSTRUCTION. / PR.SAWCUT LINE _ :.,>a� Y i
DIRECTED BY THE PROJECT INSPECTOR. EX EASEMENTG1D °2
GRADE TO DRAIN =c^"c� Q.+
5. ALL GRADED AREAS SHALL BE SLOPED TO PREVENT STANDING WATER SO THAT AREAS POSITIVELY DRAIN 2. THE CONTRACTOR SHALL INSTALL TREE PROTECTION FENCING AROUND ALL TREES,SHRUBS,AND HEDGES • - -- - ""'•HGINEF:'1�e)
TO THE INTENDED INFRASTRUCTURE. EX. ROCK MATERIAL -L00 L0O LIMITS OF DISTURBANCE "•„PFTT C. Je `
AS SHOWN ON THE PLANS AND/OR AS DIRECTED BY THE PROJECT INSPECTOR.TREES AND SHRUBS THAT - - - - -
THE CONTRACTOR IS REQUIRED TO REMOVE ARE SHOWN ON THE PLANS.THE CONTRACTOR SHALL SAVE
6. CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING ALL LAND DISTURBED BY CONTRACTOR TO ITS ALL OTHER TREES,SHRUBS,AND HEDGES OUTSIDE THE CONSTRUCTION LIMITS. EX THALWEG Sr SILT FENCE PRELIMINARY NOT
ORIGINAL GRADE AND LOCATION UNLESS NOTED OTHERWISE. 1FF TPF TREE PROTECTION FENCE RELEASED FOR
3. THE CONTRACTOR SHALL SATISFACTORILY DISPOSE OF THE SHRUBS AND/OR TRESS.WHEREVER TREE - = EX. STORM FIPE CONSTRUCTION
` 7. CONTRACTOR SHALL SEED ALL UNPAVED DISTURBED AREAS IN ACCORDANCE WITH DETAIL 8(SEEDING ROOTS ARE IN THE WAY OF EQUIPMENT AND/OR AS DIRECTED BY THE ENGINEER,ROOT BRIDGING SHALL EX CONCRETE
AND MULCHING)ON SHEET 7 AS WELL AS STORMWATER MANAGEMENT UNIT PRICE AGREEMENT. BE USED TO PREVENT DAMAGE TO TREE ROOTS FROM EQUIPMENT. - - ❑ CONCRETE WASHOUT NC License#F-0165
8. TOTAL PROJECT DISTURBED AREA=6,094 SF - -52- - EX. INTERMEDIATE CONTOURS 06-10-2019
4. TREE PROTECTION FENCE SHALL BE INSTALLED BEFORE ANY DEMOLITION OR CONSTRUCTION BEGINS IN _ 50---- EX INDEX CONTOURS INLET PROTECTION
THE AREA AND SHALL NOT BE REMOVED UNTIL CONSTRUCTION IS COMPLETED AND AS DIRECTED BY THE
EXISTING INFRASTRUCTURE: CITY.MAINTAIN TREE PROTECTION FENCE THROUGHOUT CONSTRUCTION.
5. TREE PROTECTION FENCES SHALL BE INSPECTED AND APPROVED BY THE CITY.
1. UNLESS NOTED OTHERWISE,THE CONTRACTOR SHALL REPAIR ALL DAMAGED INFRASTRUCTURE IN THE
WORK LIMITS AND RESTORE IT TO PREVIOUS OR BETTER CONDITION.THIS INCLUDES ANY STORM DRAINAGE PIPE&GRADING NOTES:
CONCRETE/PAVEMENT OR BUILDINGS DAMAGED ALONG THE CONSTRUCTION ACCESS ROUTE. `
2. CONTRACTOR SHALL BE RESPONSIBLE FOR DOCUMENTING CONDITIONS OF ALL EXISTING 1. PROJECT TOPOGRAPHY AND EXISTING CONDITIONS GROUND-CONTROLLED SURVEY PROVIDED BY WSP. \ /
APPURTENANCES(FENCING,DECKING,PAVERS,DRIVEWAYS,ETC.)THAT MAY REQUIRE REMOVAL AND _ _ _ _
SHALL RESTORE THEM TO PREVIOUS OR BETTER CONDITION. 2. PROPOSED PIPE INVERT ELEVATIONS HAVE PRECEDENCE OVER SLOPES.HOWEVER,SLOPES SHALL NOT BE - _ " - - - Q
DECREASED FROM THOSE SHOWN ON THE PLANS WITHOUT PRIOR APPROVAL FROM THE ENGINEER. ,- . - (^�/ T °
3. CONTRACTOR TO PROVIDE DESIGN AND CONSTRUCTION OF NECESSARY SHORING AND/OR • • _"'CONSTRUCTION'.ACCESS SKETCH ,
UNDERPINNING AT EXISTING STORAGE UNITS IN ACCORDANCE WITH THE"GEOTECHNICAL REPORT OF 3. ALL STORM DRAINAGE PIPE TO BE CLASS III REINFORCED CONCRETE UNLESS OTHERWISE NOTED.PIPE - ,.
SUBSURFACE INVESTIGATION"COMPLETED BY FALCON ENGINEERING INC.AND DATED JULY 2,2018. LENGTHS INDICATED ON PLANS ARE APPROXIMATE. - . • - - - - - - - - - - - - -
4. ALL SIDEWALKS MUST BE ACCESSIBLE TO PERSONS WHO ARE VISUALLY IMPAIRED AND PEOPLE WITH 4. NO SOIL DISTURBANCE OR COMPACTION,CONSTRUCTION MATERIALS,TRAFFIC,TRENCHING,OR OTHER T O
MOBILITY DISABILITIES.EXISTING PEDESTRIAN ROUTES AND ALTERNATE PEDESTRIAN ROUTES DURING LAND DISTURBING ACTIVITY SHALL BE PERMITTED BEYOND THE LIMITS OF DISTURBANCE WITHOUT PRIOR y
CONSTRUCTION WILL BE REQUIRED TO BE COMPLIANT WITH THE PUBLIC RIGHTS OF WAY ACCESSIBILITY APPROVAL FROM THE PROJECT ENGINEER. u CHAPEL12
GUIDELINES(PROWAG),2010 ADA STANDARDS FOR ACCESSIBLE DESIGN AND THE MANUAL ON UNIFORM �. = _ HILL ROAD
TRAFFIC CONTROL DEVICES(MUTCD). 5. THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE CITY OF RALEIGH ANY DISCREPANCIES FOUND - > -� ^ e BETWEEN THE ACTUAL CONDITION AND CONSTRUCTION DOCUMENTS AND SHALL WAR FOR �_
SUBSURFACE UTILITIES: INSTRUCTION FROM THE CITY INSPECTOR PRIOR TO PROCEEDING. -_, ` w O
6. ALL PROPOSED GRADES ARE FINISHED GRADES. % /--- -�- o
1. CONTRACTOR SHALL PERFORM ALL NECESSARY SUBSURFACE UTILITY INVESTIGATIONS PRIOR TO I7
T U=t
COMMENCING CONSTRUCTION.THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF I i 4� I V •p E^?
EXISTING CONDITIONS,OBSTRUCTION,AND UTILITIES WHICH MAY AFFECT PROPOSED WORK. EROSION CONTROL NOTES \\\` Z m am
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2. CONTRACTOR IRRESPONSIBLE FOR CONTACTING NORTH CAROLINA"ONE CALL"CENTER AT N
1. SEE SHEET 5 FOR EROSION CONTROL NOTES AND PLANS.SEE SHEET 7 FOR EROSION CONTROL DETAILS. ,�- I m L =
1-800-632-4949 FROM ANYWHERE IN THE CONTINENTAL UNITED STATES,OR 811 FROM WITHIN THE I - ---_ _ I 1 LLI •� CD 2 e
STATE OF NORTH CAROLINA.CONTRACTOR SHALL WAIT 48 HOURS WHILE UTILITIES AND UNDERGROUND 2. PROJECT SITE LOCATED WITHIN THE NEUSE RIVER BASIN. - - 1'T i O co 3=
FACILITIES ARE LOCATED AND MARKED.NOTIFICATION SHOULD BE NO LESS THAN 2,BUT NO MORE THAN , - ----- 07 0
10,WORKING DAYS BEFORE COMMENCING EXCAVATION.THE MARKINGS ARE VALID FOR 15 WORKING 3. TOTAL DISTURBED AREA:+0.15 AC. .t �____�- -_--__ _ - I_
O Q'E5 3
DAYS FROM THE DATE OF THE CALL TO THE NOTIFICATION CENTER. w- n
4. MINIMUM EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N.C. a T 3. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING CONTINUITY OF ALL UTILITIES DURING EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. CONSTRUCTION ACCESS NOTES: c --- e '�i , O
CONSTRUCTION. p
5. CONTRACTOR SHALL NOT DISTURB ANY AREAS OUTSIDE OF THE DESIGNATED EASEMENT AREAS. PR. ACCESS ROUTE a I 2 U
1. THE LOCATION OF PAVEMENT,PARCEL .(.10 i 04. THE CONTRACTOR SHALL SUPPORT AND PROTECT ANY EXISTING UNDERGROUND UTILITIES ENCOUNTERED a
.BOUNDARIES,AND BUILDINGS SHOWN IN e I 1
DURING TRENCH EXCAVATION AND/OR PIPE INSTALLATION. 6. NO STOCKPILING OF SOIL IS ALLOWED ONSITE.ALL WASTE MATERIAL AND CONSTRUCTION DEBRIS SHALL _
THIS SKETCH ARE APPROXIMATE,AND ARE I m BE DISPOSED OF BY THE CONTRACTOR AT A CONSTRUCTION AND DEMOLITION LANDFILL OR OTHER I 1 ,
NOT BASED ON SURVEY. ---'____I
FACILITY IN POSSESSION OF AN EROSION AND SEDIMENT CONTROL PERMIT AS WELL AS ANY/ALL OTHER I I I C
APPLICABLE PERMITS. ' f I { ci .I� µ 1 I S
2. THE FINAL LOCATION OF THE PROPOSED I I I I 1 W V `V
' ACCESS SHALL BE COORDINATED BETWEEN I a I ,�, /�,
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! AND THE CONTRACTOR PRIOR TO FINAL i w
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g RALEIGH-CARY SELF STORAGE I I )'K' W m ! -
€ 2. PRIOR TO BEGINNING CONSTRUCTION,CALL THE STORMWATER INSPECTIONS REGIONAL COORDINATOR AT(919)996-3510 TO SCHEDULE AN ON-SITE PRE-CONSTRUCTION MEETING. 1 CENTER, LLC I I 4 i €
DB 8376 PG 467 - Ia o II •
66 3. INSTALL ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES,INCLUDING TREE PROTECTION FENCE PRIOR TO COMMENCING ANY CLEARING AND LAND DISTURBING ACTIVITY.INSTALL INLET BM 1993 PG 606 I : 1 !
PROTECTION DEVICES AROUND ALL EXISTING STORM DRAIN INLETS. PIN 0774926188 I D I a 1 i 1 1 / ' REVISIONS
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i 4. CALL THE RAPID RESPONSE NUMBER(919)857-4412 TO SCHEDULE A STORMWATER SITE INSPECTION. I I I a, I IPF�')+p(('_ `{ o
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5. UPON APPROVAL OF THE STORMWATER SITE INSPECTION,COMMENCE PERMITTED LAND DISTURBING ACTIVITY. L_I'
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STORAGE UNITS IN ACCORDANCE WITH THE"GEOTECHNICAL REPORT OF SUBSURFACE INVESTIGATION"COMPLETED BY FALCON ENGINEERING INC.AND DATED JULY 2,2018. I II
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7. DURING PIPE INSTALLATION OPERATIONS,CONTRACTOR SHALL PERFORM PUMP AROUND OPERATIONS AS NEEDED. -1 I i)
8. UPON COMPLETION OF STORM DRAIN INSTALLATION,CONTRACTOR SHALL PERFORM CONCRETE PATCHING AND PAVING TO FINAL GRADES AS SHOWN ON PLANS AND IN ACCORDANCE WITH DETAIL 2 ON SHEET - -' �_ •
//�0 .��``-pF PDE rm F�� /^ , LI
8. _ �� r1,_ .---� 1 PROJECT R IBSf5R1 DATE O540/2c s
,�« i a I I i _9. ALL EROSION CONTROL MEASURES SHALL BE INSPECTED AND MAINTAINED,IF NEEDED,AT LEAST ONCE PER WEEK AND AFTER EVERY RAINFALL EVENT. I I I ( I DRAWN BY:rvre LMECIffD BY.ECG
0 10.STABILIZATION IS REQUIRED WITHIN 14 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING OR ACTIVITY ON THE PROJECT SITE. GRAPHIC SCALE - I 1 -- - c e
pl GENERAL
PO 40 _ ` NOTES
3 11.CALL THE RAPID RESPONSE NUMBER(919)857-4412 TO SCHEDULE A STORMWATER FINAL INSPECTION. ll
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12.REMOVE ANY REMAINING EROSION AND SEDIMENTATION CONTROL MEASURES(INCLUDING TREE PROTECTION FENCE). (IN MST) - - �- i'41 Jneh..40 R. - - -�_ _ SST
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LIMITS OF DISTURBANCE I V '‘.
APPROX. 6.634 SF 1 /'1
0
CV
(ID
t
EROSION CONTROL NOTES a
1. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE CITY OF RALEIGH STANDARD DETAILS In
AND NCDOT GUIDELINES.
2. ALL CONSTRUCTION ACTIVITIES MUST TAKE PLACE WITH THE LIMITS OF THE DISTURBANCE,INGRESS/EGRESS EASEMENTS,OR TEMPORARY I
CONSTRUCTION EASEMENTS ONLY. ACTIVITIES OUTSIDE OF THESE SPECIFIC AREAS ARE STRICTLY PROHIBITED. f
3. CONSTRUCTION ACCESS SHALL BE CONDUCTED AS SPECIFIED IN THE SKETCH ON SHEET 2. ACCESS SHALL OCCUR FROM CHAPEL HILL ROAD,
AND TRAVERSE THE PRIVATE PARCEL WITHIN A PERMANENT DRAINAGE EASEMENT.
•
4. ALL WASTE MATERIAL AND CONSTRUCTION DEBRIS SHALL BE DISPOSED OF BY THE CONTRACTOR AT A CONSTRUCTION AND DEMOLITION LANDFILL I l'
OR OTHER FACILITY IN POSSESSION OF AN EROSION AND SEDIMENT CONTROL PERMIT AS WELL AS ANY/ALL OTHER APPLICABLE PERMITS. - --- - _ y
i 5. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE CONSTRUCTION SITE IN A SAFE AND ORDERLY CONDITION AND ADHERING TO THE EROSION i=S
CONTROL PLAN AS SET FORTH HEREIN.DEVIATION FROM THE EROSION CONTROL PLAN IS NOT ALLOWED WITHOUT PRIOR WRITTEN APPROVAL FROM
THE CITY.
6
t - 6. CONTRACTOR IS RESPONSIBLE FOR REGULAR INSPECTION AND MAINTENANCE OF ALL EROSION CONTROL MEASURES. ALL MEASURES SHALL BE II 'REVISIONS
INSPECTED IMMEDIATELY FOLLOWING ANY MEASURABLE STORM EVENT. ANY REQUIRED MAINTENANCE OR REPAIRS SHALL OCCUR AS SOON AS
M FEASIBLE. /
S 7. CONTRACTOR IS RESPONSIBLE FOR MONITORING WEATHER CONDITIONS. AND FOR TAKING ACTION AS NECESSARY TO STABILIZE THE CONSTRUCTION
SITE PRIOR TO FORECASTED/FORSEEABLE STORM EVENTS.
R 8. CONTRACTOR TO MINIMIZE TRACKING EQUIPMENT AND ASSOCIATED SEDIMENT/DEBRIS FROM THE CONSTRUCTION SITE OUTSIDE THE LIMITS OF g
8
I.-... DISTURBANCE.
1, 9. IF IT IS DETERMINED DURING CONSTRUCTION THAT SIGNIFICANT SEDIMENT IS LEAVING THE SITE,DESPITE PROPER IMPLEMENTATION AND
g MAINTENANCE OF THE EROSION CONTROL MEASURES,THE CONTRACTOR IS OBLIGATED TO TAKE ADDITIONAL CORRECTIVE ACTION. THE n
iCONTRACTOR SHALL CONTACT THE CITY OF RALEIGH AND THE ENGINEER TO DISCUSS ADDITIONAL MEASURES.
/ 10.CONTRACTOR SHALL ESTABLISH GROUND COVER ON DISTURBED AREAS WITHIN 7 OR 14 CALENDAR DAYS AFTER COMPLETION OF ANY PHASE OF GRAPHIC SCALE 3 aloWRTB,e51s1E DATE o+�1
GRADING OR INACTIVITY IN ACCORDANCE WITH DETAIL 3 ON SHEET 7.
DIVAN BY:ABS CHECKED Br.ECG
•• 11.INSTALL TEMPORARY SILT/TREE PROTECTION FENONG AS SHOWN 6 10 SD i ON THE APPROVED PLAN. INITIAL CLEARING SHALL OCCUR ONLY AS AS 'RILE NECESSARY TO INSTALL THESE DEVICES. THE REMAINDER OF CLEARING AND SITE PREP SHALL OCCUR AFTER SILT\TREE PROTECTION FENCING V EROSION AND
R HAS BEEN INSTALLED. (p FUT) SEDIMENT CONTROL
Y 12.REMOVE TEMPORARY SEDIMENT AND EROSION CONTROL MEASURES ONCE SITE IS FULLY STABLE. CONTACT THE CITY OF RALEIGH AND THE I tuck-10 n. PLAN FOR SITE WALK-THROUGH PRIOR TO REMOVING ANY TEMPORARY SEDIMENT AND EROSION CONTROL DEVICES. S5 -
A •
&ffT
t e 5 OF 8
aso O

NOTE:HEADWALL TO BE 21'4"STANDARD HEADWALL FOR DOUBLE 48"PIPES. I F i "
' GRATE PER CITY STANDARDS I DOWELS AND REINFORCEMENT TO BE ADJUSTED TO ACCOMODATE SINGLE 48"PIPE.: a a
USE STD.SW-10.08 OR 5E-10.09 \ • • \ SLOPE AS IN)IGT9)m PLANS U.? (j U
`ff .� / //\I' .�� -ntl/ �/� • \ SEE DETAIL 2,SHEET B
oo Oxawe B'tt I--� C) N=
BELL FAGS OF PIPE
L�E E E �' '�',,. N /\ • \/ FOR CONCRETE PAVEMENT 10 EPCE aF■ALL �'L6i<o 434 Fayetteville St
"Wit,
'. z \\ .. _•, \\ REPLACEMENT DETAILS. - �y r ,_ ° N1- z Suite 1500
igh,NC 27601
trz•PLASTE- MI L \ .. • - -\\ �. �� ra•BAre a �Z.5� Rel(9119)86-4040
/ CLASS 1,11,OR III MATERIAL �/ L/ � � p•
. \ , •, . - DENSELY COMPACTED \ 1 w WS COITI
w >\ • - - . . // BACKFILL.TAMPED IN 6' ' �>R\I-r
S'MWIMUM;OVER IS DEEP, ; \ • \\ LIFTS PLA 12•
is-M MINIMUM UP TON _�-: ,
FROM TOP OF CURB MmlPECTINS
_ \ \ (IF COROT.JOINT 18 USED) DOWEL LB
= Niii.. i END ELEVATION BAR-"X" cr JSO. "
Illllllll� .\\,. '' CLASS 1':., ".1OZ~-rew •
300 PSI CONCRETE m 6°MIN(n`ll..-I..I I......i�1 MATERIAL WO~ ENNA
q,---
YM��11' DaEu Ix evoxuL mx xPsxraxm mxeeEle rare Z 0 N �` .
/ PIPE BINDLE PIPE DOUBLE PIPE _1.0 'bi -
i / -'141 1..1.- r•.44.��1�1/\' I I I 0 1 1 0 1 1 I LOC. DIP. 16' 1B°24°30'm' 1E' 48' te° le°24•m°m° IPE 4B" ce<LL= - I /2
:!:!�!! `:! �!�! UNDISTURBED
H. 4•<• y / / I I BN19 .x. ,X. ,X. .X. .x. ,X. N. ,X. Y. .X, .X. .%°.X, .X, .X, y. .X" y. 0 J W I f.!�GINE,.:'
tiaiiji '��!i/\_SOIL 1 I I I I l h ° Dry. z 2 5 D a a 5 a 9 s s a a oJaw 'PFlr C.GVQo``
PIPE SPRINGLINE > - - \ B °Ty. - - - - Y 2 1 1 z z z z s y z ce Q_a ""'••••• •""'
\•-� -•j/ o0aa PRELIMINARY NOT
\ I L DNIEL 9 QTY. 2 2 s s 4 a a Y Y s s a a e Z ILl c
NOTES: / I. TOTAL LBS. 9 9 14 14 19 55 BS 12 12 19 10 23 77 92 Q W m CO RELEASED FOR
1.FOR 24'RCP 8 LARGER USE .L /\ OPTIMAL fLN9TXUOTION JOINT N W= CONSTRUCTION
DIMENSIONS AND CONCRETE QUANTITIES
o PIPE DIAMETER PLUS 12'FOR ��rj�vv \ / 1-F O EC
m / MINIMUM INSIDE DIMENSION 8'MIN N_!- { ELEVATION USING CONCRETE PIPE 3 W F NC License#F-0165
K_\ PLOWABLE L COMMON DIMENSIONS SINGLE PIPE DOUBLE PIPE 0 06-10-2019
T ' 2.24•X 24-CASTING WITH 12'• / '7" \\ FILL WITH OPTIONAL CONSTRUCTION JOINT 0 H e C I 5 I. Yo' Y L rIS QC7Zi0
15'818•PIPE.24'X 36' \,.\\����\,z,\�z\\/.\\�X\//X\ A MAXIMUM IV 3,3" r-e- 2'-9•21/4•91/2"5'-6• 0.7 Y-2- T-IP +.O 0O Q
IB• 3 3. 1'_IO• ]'-1'2 1/2• 10' 4'-•• I-N 2'_S"B'-11• 1.3 U
.-
CASTINGRARG USEDWITHDWIT 24. E STRENGTH COMPRESSIV
24- s-3' ..-lo s-r 3' 10' B'-0• LO Y-5• I1'-S 20
i OR LARGER IF PLACED WITHIN 8'MIN./12'MAX. STRENGTH OF
• PUBLIC RAV CASTING MUST SE WHEN NO TRENCH BOX 750 PSI CONCRETE ENDWALL
TRAFFIC BEARING TYPE PER REQUIRED(TYPICAL) 30' S'-0• 2'-e` a•-T•1/••II I/2'(-7. 2] '-3`13.-0' 31
NCDOT STANDARDS. DETAIL 3 ]fi' S'-S- 2'-8- 5'-6'.]/.•11 I/2'S'_6' 8• 5'-0•IB'-0' a.5
NOTES: SCALE:NOT TO SCALE 6 a2•' S'-Y Y-P 6'-a'3+/•'E ln'6'-.• •.5 5'-+0'te'-6" 6.0
L I \
3.USE4•X4•X°-OR •e' e'-9' 3'-5` Y-2' Y-2'U 1/2'T-2' S.0 6'-S`21'-0" fl0
SOODCONCRETE BLOCK CAST I. THE BOTTOM AND SIDES OF THE EXCAVATIONS SHOULD BE NEAT AND FREE OF LOOSE SHEET 1 OF 3
y O1A? IN MACE OR PRECAST CONCRETE TO MATERIAL AND DEBRIS PRIOR TO THE PLACEMENT OF NEW PIPE. SEE SHEET 3
MEET N.C.D,O T.STANOAROS 2.PIPE SECTIONS SHOULD BE TEMPORARILY SUPPORTED AND BRACED SUCH THAT THERE 15 AT 8ET 1 OF
01
ACCEPTABLE. LEAST 8 INCHES OF CLEARANCE BENEATH AND ON EITHER SIDE OF THE PIPE.
3.PLOWABLE FILL SHOULD BE PLACED IN A MANNER THAT DOES NOT CAUSE PIPE SECTIONS TO 4 x D OUTLET W/DITCH OUTLET W/0 DITCH G Q
4 FOR STEP REQUIREMENT,SEE NOTE SHIFT OUT OF ALIGNMENT OR GRADE.PLOWABLE FILL SHOULD BE PLACED TO AT LEAST THE - W
D CLASS 'RIP RAP CLASS I RIP RAP CLASS'S'RIP RAP CLASS I RIP RAP
2 ON STANDARD SW-10.13. I-�'
SPRINGLINE OF THE PIPE. A�-1 TONS '2't ti S.Y. TONS A ,. TONS -711154 S.Y. TONSTAM" 4z 66s 4.CONTROL JOINTS SHOULD BE PROVIDED AT A SPACING OF NO MORE THAN 15 FEET. �I% �1.�/� 12" 2 5 5 2 6 1 4 2 1 4 I- '
- TYPICALLY,h-INCH THICK ASPHALT IMPREGNATED FIBER BOARD CAN BE CUT TO FIT AROUND �l 15" 2 7 7 3 7 1 5 3 2 6 +i-1ir'°z
THE PIPE AND PROVIDE A SUITABLE CONTROL JOINT. 0i1%: �; 0005 O
5 1,..,___.3•-0' )- 15" 3 10 9 4 10 2 7 4 2 8
5.THIS DETAIL 15 BASED ON THE CITY OF RALEIGH STANDARD BEDDING DETAIL,BUT HAS BEEN j��"f/t W cd LL
I I CTYOFRALEIGN 1 6 24" 5 14 16 7 15 3 11 7 4 12 I-C3,206ry
1-. 4•-0• .1 PUSLKWORXSOEFARTALMT REVISED ACCORDING TO SITE-SPECIFIC GEOTECHNICAL INFORMATION/RECOMMENDATIONS. •. 30" 8 21 21 11 22 5 16 11 7 17 •• /.�/
STANDARD DROP INLET ADAVON3 ow ow, wr0KA4 42" 1511 28 29 is so 7 22 16 10 _ 23 NSLLOJ IL.I`
O 1 42" 15 37 39 20 39 10 28 22 13 30 o0we
DETAIL 0 STANDARD BEDDING FOR CCFRPM PIPES 4E^ _ _ 49 26 fio _ _ zB 17 se .0 ... In
DROP INLET IA:.
64" BO 33 82 38 21 47 w o Y
SCALE)NOT r0 SCALE DETAIL O Fj•� 60" - - 73 40 75 - - 44 26 56 1 0 W . o
SW-1 D,03 SCA E Nor 70 SCAL£ 6 41.11,'., 66^ - 87 48 69 54 32 67 ?) g
.`T,�1�- M" 102 57 104 64 38 78 J U c LL
NOTE: 4 x D 0
FOR CALCULATION PURPOSES 0) Q 1 U _
TYPICAL MH FOR STORM SEWER _ m
PIPE SIZE MH DIAMETER CLASS I RIP RAP=105 LBS./FT. F 7
_ . !\�^ CLASS I RIP RAP -105 L83./FTB i:C''� IL
.J fY ,J - a !
I2-24• 4•a STANDARD CLASS "A" MANHOLE r o '1 fr, j/-+ 2 x D- , `ii 1 ¢ .� m d
iti
3D4T 6'-0• DETAIL a .s�.:..- g �_ %: ?it
g LL m o..
IB' 6'4Y SCALE NOT TO SCALP O ! i
D (l T- .Ir.. AiI. �ilq,.• V, W 11
•ONJ ;'^
CLUJ
I
o �QERMIT t O PLAN 3d `OQ "O f RGDSLOPE 114:1 OR FLATTER o Q TS STANDARD MANHOLE A 5`O `/� 'T#* O 1/ RING AND COVER J "' .1 ¢ �♦s , \ \E�'�10 41` 4d V
4'00 -'n// '/1! A� l9 '� -,r//.f \/// '1100 all WI % 231ilia
till .CC I 21• I ) O a � ••el:. .y.,.,i_,. ...},.-�,R -_
1.1
I1CFO �` 0 tt.:l;:!�.;�y cEorExrlLE PLAN a o N
II1
SPACE DO SECTION A-A •: }•:�y:: a LL W
�C"Ap6'6U I I,•i ;l'.'i;1 i ;R• IT W
T �� PIPE OUTLET WITH DITCHAce'et
ffti p
.� .1�111; k4. M
C IXt50:1111111E O H=RIP RAP TO TOP OF PIPE (MAX. H=D.T) CD
23M' T-15"CLASS I RIP RAP, UNLESS OTHERWISE SHORN ON PLANS GEOTEXTILE CI o
'-P SLOPE 5' 9 T=12"CLASS'B'RIP RAP, UNLESS OTHERWISE SHOWN ON PLANS SECTION B-B
c C 6'1HICO UP TO 1z DEEP - COVER 120 LBS.MINIMUM :LB:/11 ;• /_ _ "" B I aI- PIPE OUTLET WITHOUT DITCH q"
1TT11CK OVER IT DE16" SHEET 10F 1 P'
���� . DETAILNagEOZZWERAIS ®� 251/16' SCALE:NOT TO SCALE e g76.D2 0
1 1--
.I rl- 2311/18'� 1•+ n
30m P51 ° 3000 PM CONCRETE A GROUT / F
R SECTION A-A SECTION B-B I I I I -f \ 1 I
BUTYL-NEE OR \
APPROVED SEALANT 71/2• .-____...145'IyIENDS - w
NOTES: BETWEEN FRAME \
r4 111
B 1.DEPTH MEASURED FROM TOP OF AND COVER 5L
H CASTING TO INVERT OF MANHOLE. 45'BEND ' \ -
8 TRANSITION FROM \ INSTALL 18 LF
8 / AC 2.2.PRECAST MANHOLE COMPONENTS SHALL I' I 1251v16- I STANDARD PELF. TO SOLID- _ OF 4'SOLID WALL� 0 MEETASTM-C-478 REQUIREMENTS. NOTES: 331/4• "II HEADWALL WALL HDPE f- HDPE O 0.5%
SEE DETAIL 3. INV:429.87 .I
REVISIONS
� 3.SEE STANDARD.SW-10.10 FOR MANHOLE 1)ALL MANHOLE FRAMES SHALL BE THIS SHEET
"%I'llllllllll,lllllll�1�'= COVER DETAIL BE DOMESTICALLY CAST. LAGSHIELD IN HOLE 1IN WRAP TRENCH INSTALL 8 LF
��'��= ��� 2)FRAME S.WITHIN
DRILLED INTO CONE OR MIN. WITH NON-WOVEN OF 4'PERF. U
Q��Il P/�Il�� 4.DOMESTIC CASTINGS REQUIRED WEIGHT OF 182 LBS.WITHIN RING WITH ANCHOR SUNK TO GEOTEXION OF
0 0.5% F
A I A PUBLIC ROW AND 160 LBS. DESIGN DEPTH,AND 5/9•X3•
a �� AliWITHIN STREET RIGHT-OF-WAY. GEOTEXTILE '�1
`� �,, 3)WITHIN EASEMENTS. HOT DIPPED GALVANIZED ��+•.0 (k O %�
�l I COVER SHALL WEIGH A LAG BOLT AND WASHER. • �L / 1 a
E ._ X MINIMUM OF 120 LBS, 4'PERFORATED INV:430.00 tF•� S ----- --
�A• 4)ALL MANHOLE FRAMES OUTSIDE HDPE UNDERDRAIN :(73/-2'.'4)
oOF PAVED SURFACER SHALL BE Ug
N SECTION OTRIG WI INV:430.00 ~al CITYOFRALEIGN CINOFRALEIGH ��SECTION OR RING WITH A 12"WIDE PUBLIC HORXSDEPARTMENTMINIMUM OF480LT5 PER FRAME. PUSLICRORRSOEPARIMENT UNDERDRAIN° REYISIOYS010024ig1ro6TY[ REVIsrON6w*T x,1wrro4wG TRENCH WITH1 TYPE A 2'MIN #57 STONENSTALL 6 LF I2 . /I � P RECTf.185 6 D DA E oM+9m19
Of4°PELF.1 SECTIONC-C STANDARD CLASS'A' STANDARD STORM MANHOLE COVER ST NDARD sroRM ILL HDPE®0.5% i� �� / oRawNer:AYB LMEC ED SY:ECG
MANHOLE DETAIL5MANHOLE COVER S00 w�LL °1E
R - SW-10.05 OOOI NOT TO SCALE O SW-10.1041Irill HD9E®g.sR U STORM
DRAINAGE
21! / V
HEADWALL DRAINAGE SYSTEM g DETAILS
4 DETAIL 6 SCALE NOT TO SCALE 45'BEND / ¢
45 :ENDS\/ I SHEET
n TRA SITION FROM a
PER. TO SOLID- I I I I /' / CL LL,
WALL HDPE I'irp
/ " OF 8
~ 3
C 0

STANDARD SILT FENCESTEEL POST STANDARD SEEDING AND MULCHING " �
DETAIL � ,n STANDARD SILVTRFF PROTFr�npN_FFL
O WOVEN WIRE '° DETAIL e DETAIL O
�I SEEDING AND MULCHING
SCALE:NOT TO SCALE T SCALE:NOT TO SCALE SCALE NOT TO SCALE
4 k FILL SLOPE TREE TBCTION AREA I
0000 ENTER .' FOR LATE WINTER AND SOIL AMENDMENTS•
LI;;415';:(1.GRAIDE
• EARLY SPRING: LFOLLOW IMES 0 EEAND 750ATiONS LB SOIL/ACRE 0T10 FERTIUZELY 2,00E LB/ACRE GROUND AGRICULTURAL 434 Fayetteville St •
Suite 1500
- WARNING SIGN DETAIL MAINTENANCE:CLEAN OUT AT 50%CAPACITY RFFDING MIXTURE:
'KulaMIN LIFE OF FENCING:6-9 MONTHS Raleigh,NC 27601
RYE(GRAIN)-EZA LB/ACRE MULCH
- ANNUAL LESBEDEZA(KOBE)-50 APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT.NETTING,OR A [phone]
fil lTlc SLIT FENCE GEOTEXTILE FABRIC III Iw0v.Win
000E o MOB.
(OMIT AE MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A WS •COm
(OMIT ANNUAL LESBEDEZA WHEN MULCH ANCHORING TOOL P
°_°- DURATION OF TEMPORARY COVER IS ANCEL
SIDE VIEW I
VARIABLE AS0000 DBYTNE011010BR I waIS MEs NOT TO EXTEND BEYOND JUNE) REFERTLIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED,FERTILIZE.AND MULCH
MAINTENANCE:CLEAN OUT AT 50%CAPACITY n k BL SL000 - Kllnx -/ SFFDING DATES: IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
LIFE OF FENCING:6-B MONTHS _ 'zl- -,ai F JAN.1-MAY 1
0'M. PLASTIC OR MIN '� TREE PROTECTION AREA
I VARIABLE AS DIRECTED BY THE ENGINEER I/WIRE TIES � i'de.+ G E
Ir=r-il= Mw� DONOr ENTER FOR SUMMER: S011 AMFNDMFNTS:
r T,A; Lna w"E J ATE FOLLOW RECOMMENDATIONS OF SOIL:SRTS OR APPLY 2.00E LB/ACREGROUND AGRICULNRAL .•`'(H CARp�"'•.- W'RE' LIMESTONE AND 750 LB/ACRE 10-10 FERTILIZER. O 'Y,y%;•
61LrrexcEAe ! !M4OMAY
M : t�Eyp•'•,Mw to GA .•.• •�• MI E M -40 LB/ACREMULCH:uNE WIRES rv.t2-1rz GA ,I�cSt�T F6tia;cEOTEnuE rraRlc LL- MED SUDANGRASS MAY APPLY 4,00E LB/ACRE STRAW. AN STRAW BY TACKING WITH ASPHALT,NETPNC,OR A � `_
•••,� •••• INTERMEDIATE
n=-'" wwemat mrEcoNG 0• NCE FABRIC WIRES SIDE VIEW =_W#JW;z H:IYJ==W=J'WUIiSS�I N=IOU�W�00 ��ED TO SECOND j RAOE 9, � REFERTIUZE IF GROWTH IS NOT FULLY ADEQUATE- RESEED,FERTILIZE,AND MULCH 'k Fj�'•.,,,N Q�`.,:
MAY 1-AUC.15 IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. E'7'j
�U0_II Ji0III•I I=LI2 LIoBIW III VEWIJNLLTl=SI WI=-IS mow IIII FRONT VIEW I,j° I� LIMI ARY N
1 it = FE p PRELIMINARY NOT
e FRONT VIEW _ NOTES: RELEASED FOR
y a FOR FALL: SOIL AMFNGMFNTS'
m = fm _ WARNING SIGNS TO BE MADE OF DURABLE.WEATHERPROOF MATERULL FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,00E LB/ACRE GROUND AGRICULTURAL
CONSTRUCTION
'IIIII- @III LETTERS TO BE A MINIMUM OF 31NCXES IN HEIGHT. LEGIBLE AND SPACED AS DETAILED
I g C n _ '; _ h g LIMESTONE AND 1,00E ON LB/ACRE 10-1ES10 FERTILIZER.
OJN - N D n ] PLACEASIGNATEACHENDOFLINEAgTREEpROTECTIONAND50FEETONCENTERTHEREAFTER SFFDIN:MIXTURE: NC License#F-0165
m D c F MAINTENANCE NOTE$ fJ1 y S �+ RYE(GRAIN)-120 LB/ACRE MULCH.
pZ x .INSPECT ANY REQUIREDSEDIMENT PAIRSI I AT MMEDIATELY.
ONCE AWEEILANO AFTER EACH RAINFALL MAKE 013 Z B 5' 4. FOR TREE PROTECTION AREAS LESS THAN200 FEET IN PERIMETER.PROVIDE NO LESS THAN ONE SIGN PER PROTECTION AREA APPLY 4,00E LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT.NETTING,OR A 06-10-2019
co ;O T ANY REQUIRED REPAIRS MMEDiRmY. y O-p T 5 ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC. MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A
c m D a NOTES y SEEDING DATES
C Zp m^ 1 2 SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE.TEAR.DECOMPOSE 0R cc mmy �U 6 MAINTNN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT. ULCH ANCHORING TOOL
FLOW SHALL NOT RUN PARALLEL WITH THE FENCE G 17Z K AUGC 15-DEC.30 MAINTENANCE'
`O m BECOME INEFFECTIVE.REPLACERPROMPRY. yy0 m ADORIONAL SIGNS MAY BE REQUIRED BY CRY OF RALEIGH INSPECTIONS DEPARTMENT BASED ON ACTUAL FIELD CONOmONS
A e yIS 0= 2 ENO OF SILT FENCE NEEDS TO BE TURNED UPHILL 3 REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE id ZNI~II NI'
B FLOW SHALL NOT RUN PARALLEL WITH THE FENCE REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOPDRESS WITH 50 LB/ACRE OF
VOLUME FOR THE NEXT PAIN AND TO REDUCE PRESSURE ON THE FENCE.TAKE CARE Z 3 NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15,
3 SEEN.C.STATE DENR PRACTICE STANDARDS4 ti m $ 0 ENO OF SILT FENCE NEEDS TO BE TURNED UPHILL OVERSED WITH 50 LB ACRE KOBE LESBEOEZA IN LATE FEBRUARY OR EARLY MARCH.
'''''-'3 y SPECIFICATIONS SEDIMENT FENCE SET FOR CONDITIONS TO AVOID UNDERMINING THE FENCE DURING CLEANOUT. O m LB/ACRE
N Zy0,�1 3 1 SEE NC STATE DENR PRACTICE STANDARDS AND SPECIFICATIONS SEDIMENT FENCE SET FOR CONDITIONS WHERE PRACTICE APPLIES:
mA WHERE PRACTICE APPDES.PANNING CONSIDERATIONS 4,REMOVE ALL FENCING M1VIIERNLSAND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AAD
A DESIGN CRITERIA. 5 MANNING CONSIDERATIONS AND DESIGN CRITERIA(HOWEVER FLOW SHALL NOT RUN PARALLEL WITH THE TOE OF THE FENCE.) SEEDBED
AREA TO GRADE AND STABILIre IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS ,c1
m p INCORPORATE FERTILIZER AND LIME INTO TOP 4'-6.OF SOIL.REMOVE ALL STONES LARGER THAN 3.ON ANY SIDE.STICKS.ROOTS,AND OTHER
BEEN PROPERLY STABILIZED mK 11 SEE MAINTENANCE REQUIREMENTS FOR DETAILS t AN 3(THIS SHEET) PREPARATION:EXTRANEOUS MATERIAL THAT SURFACE DURING BED PREPARATION.RECOMPACT AREA TO BE SEEDED UUZING A CULTIPACKER ROLLER.FINISHED
GRADES SHALL BE A SMOOTH SOIL SURFACE WITH A LOOSE,UNIFORMLY FINE TEXTURE.ALL RIDGES AND DEPRESSIONS SHALL BE REMOVED AND
DEWATERING CONCRETE BLOCK SEEDING: FILLED TO OBTAINED ANDDS ED BED PREPARATION IASCOMPLETEED.D ON THE PLANS.SEEDING SHALL BE DONE IMMEDIATELY AFTER FINISHED GRADES ARE
CONSTRUCTION SPECIFICATIONS
....------- APPLY SEEDING OF TYPE AND AT RATES INDICATED ABOVE WITH A CYCLONE SEEDER,PROP TYPE SPREADER,DRILL,OR HYDROSEEDER ON AND/OR
o INTO THE PREPARED BED.CULTIPACK THE SEEDBED AND MULCH IMMEDIATELY.
I.LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE QJL m m,:.g Q
ON ITS SIDE N THE BOTTOM ROW TO ALLOW POOL -0 ''• FOR ADDITIONAL INFORMATION,REFER TO NCDEO EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL M),SECTION 6.10. FOR
DRAINAGE THE FOUNDATION SHOULD BE EXCAVATED —°� o'"el' ' ` 0 PERMANENT SEEDING SPECIFICATIONS,INCLUDING SEED BED PREPARATION,SEASONAL LIMITATIONS FOR SEEDING OPERATIONS,THE KINDS OR GRADES OF
AT LEAST 2 INCHES BELOW THE CREST OF THE STORM �, ,b °0,0 Y01-:'_..+::-;','..t;i:::+ p=o" FERTILIZERS,THE KINDS OF SEED,AND THE RATES OF APPLICATION OF LIMESTONE,FERTILIZER,AND SEED,REFER TO NCOEO ESCPDM SECTION 6.11.
DRAIN.PLACE THE BOTTOM ROW OF BLOCKS AGAINST o0 0 -.III IIo.=
THE EDGE OF THE STORM DRAIN FOR LATERAL SUPPORT 0 ;00 OOIOO�OLDIOO O
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