20180670 Ver 1_Riparian Buffer Authorization_20180515

Bobbitt Design -Build, Inc
600 Germantown Road
Raleigh North Carolina 27607
2 0 l 8 G 6 7 0
Letter of Transmittal
[phone] Date: 15 -May -18 Job Number: 1953-0072
Fax [phone] Reason: Triangle Pond Mangement
bobbitt.com 3717 Overlook Road, Raleigh 27616
Buffer Authorization
To: INC DWR-Buffer Permitting Attention: I Karen Higgins
512 N. Salisbury Street
Raleigh, NC 27604
We are sending you the following items:
Shop drawings x Plans
Copy of letter Samples
Prints Specifications
Change order
Copies Date No.
Description
3
Buffer Authorization Form
3
USGS Maps
3
Soil Maps
3
Aerial Images
3
Sand Filter Supplement Form
3
LS-VFS Supplement Form
3
Operation and Maintenance Agreement
3
Peak Flow Modeling
3
Nutrient Loading Calculations
2
Full Size Plans
1
11x17 Size Plans
Remarks:
These are transmitted:
FOR BIDS DUE (Date)
x For approval
x For your use
As requested
For review & comment
Approved as submitted
Returned for corrections
Resubmit_ copies for approval
Submit ' copies for approval
Return corrected prints
r ICaAQ ball 11 Yuu I Iavu ally 4uvauul 1J
Thanks
Copy to: File
From: Blair Pittman
bpittman(cD-bobbitt.com

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
1a. Name of project:
Triangle Pond Management
1b. County:
Wake
1c. Nearest municipality:
Raleigh
1d. Subdivision name:
Not Applicable
1e. Is the project located in any of North Carolina's twenty coastal counties?
If yes, answer 1f below.
❑ Yes ® No
1f. Is the project located within a NC Division of Coastal Management Area of
Environmental Concern (AEC)?
❑ Yes ® No
2. Owner Information
2a. Name on Recorded Deed:
SAL Real Estate LLC
2b. Deed Book and Page No.
BKO15779 PGO1893
2c. Map Book and Page No.
(include a copy of the
recorded map that indicates
when the lot was created):
BM2017 PG02543
2d. Responsible Party
for Corporations):
Samuel L Williams
2e. Street address:
100 Oak Grove Church Road
2f. City, state, zip:
Youngsville, NC 27596-7560
2g. Telephone no.:
[phone]
2h. Fax no.:
2i. Email address:
[e-mail]
3. Applicant Information (if different from owner)
3a. Applicant is:
® Agent ❑ Other, specify:
3b. Name:
Blair Pittman
3c. Business name
if applicable):
Bobbitt Design Build, Inc.
3d. Street address:
600 Germantown Road
3e. City, state, zip:
Raleigh, NC 27607
3f. Telephone no.:
[phone]
3g. Fax no.:
[phone]
3h. Email address:
[e-mail]
4. Agent/Consultant Information (if applicable)
4a. Name:
4b. Business name
if applicable):
4c. Street address:
4d. City, state, zip:
4e. Telephone no.:
4f. Fax no.:
4g. Email address:
FORM: BA 10-2013 Page 1 of 4

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): 1727-55-3505
1b. Site coordinates (in decimal degrees): Latitude: 35.8800 Longitude: -78.5769
1 c. Property size: 0.72 acres
2. Surface Waters
2a. Name of nearest body of water to proposed project: Gresham Lake (Perry Creek)
2b. Water Quality Classification of nearest receiving water: B, NSW
2c. River basin: Neuse
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 currently vacant with poor herbaceous growth. The general land use in the vicinity of the project is
industrial.
3b. Attach an 8'/ x 11 excerpt from the most recent version of the USGS topographic map indicating the location
of the site
3c. Attach an 8'/ x 11 excerpt from the most recent version of the published County NRCS Soil Survey Map
depicting the project site
3d. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
0 LF
3e. Explain the purpose of the proposed project:
New flex -use building and associated truck yard, parking, and utilities.
3f. Describe the overall project in detail, including the type of equipment to be used:
This project will construct a 5,000 sf flex -use building, truck yard, and parking lot. The property is located
between two similar light industrial uses on a currently vacant lot. The site is constrained by an existing City of
Raleigh Sanitary Sewer Easement on the south side of the property. Standard construction equipment will be
used with the exception of a crane for underground sand filter installation.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by
the Corps or State been requested or obtained for this
property/ project(including all priorphases) in thepast?
❑ Yes ® No ❑ Unknown
Comments:
4b. If yes, who delineated the jurisdictional areas?
Name (if known):
Agency/ Consultant Company:
Other:
4c. 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 priorphases) in thepast?
El Yes ® No ❑ Unknown
5b. If yes, explain and detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project? ❑ Yes ® No
6b. If yes, explain.
FORM: BA 10-2013 Page 2 of 4

C. Proposed Impacts Inventory
1. Buffer Impacts
1a. Project is in which protected basin?
® Neuse ❑ Tar -Pamlico ❑ Catawba
❑ Randleman ❑ Jordan ❑ Goose Creek
1b. Individually list all buffer impacts below. If any impacts require mitigation, then you MUST fill out Section D of
this form.
Buffer impact
number —
Permanent (P)
or Temporary
T
Reason for
impact
Type of impact
(exempt, allowable,
allowable w/
mitigation)
Stream name
Buffer
mitigation
required?
Zone 1
impact
(sq ft)
Zone 2
impact
(sq ft)
B1 ® P ❑ T
Stormwater
Outfall w/ SCM
Allowable
Gresham Lake
(Perry Creek)
El Yes ®No
0
455 sf
B2 ❑P n
El Yes ❑No
B3 ❑ P ❑ T
❑ Yes ❑ No
B4 ❑ P ❑ T
❑ Yes ❑ No
B5 ❑ P ❑ T
❑ Yes ❑ No
B6 P ❑ T
❑ Yes ❑ No
Total buffer impacts
455 sf
1 c. Comments: A sand filter is proposed upstream of the stormwater outfall to control nitrogen
and attenuate flow
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.
Based on the existing topography on site, there is no feasible means to collect/treat Stormwater and
discharge without impacting the stream buffer. The impact was minimized by using an underground sand filter
and also by using a minimal slope (0.5%) on the outlet pipe leaving the underground sand filter. This isolates
the impact to the buffer to zone 2 only.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction
techniques. Silt fence will be installed downslope from disturbance. Site access from higher ground.
2. Buffer Mitigation
2a. Will the project result in an impact within a protected riparian buffer that
requires buffer mitigation?
❑ Yes ® No
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:
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
® Diffuse flow
stormwater treatment. Include a plan that fully documents how diffuse flow will be
❑ Other BMP
maintained. If a Level Spreader is proposed, attach a Level Spreader Supplement Form.
1 b. If you answered "yes" to the above, does the project require preparation of an
If due to site constraints, a BMP other than a level spreader is proposed, please provide a
environmental document pursuant to the requirements of the National or State (North
plan for stormwater treatment as outlined in Chapter 8 of the NC Stormwater BMP
Carolina) Environmental Policy Act NEPA/SEPA ?
Manual and attach a BMP Supplement Form.
1 c. If you answered "yes" to the above, has the document been finalized by the State
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?
1 b. If you answered "yes" to the above, does the project require preparation of an
❑ 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:
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):
f, TT -M I iw✓ !0411 b
If I
Applicant/Agent's Printed Name Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization 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
First Class Mail via the US Postal Service:
NC DWR, Transportation Permitting Unit
1617 Mail Service Center
Raleigh, NC 27699 - 1617
For all other projects sent by First Class Mail via
the US Postal Service
For government transportation projects sent by
delivery service (UPS, FedEx, etc.):
OR NC DWR, Transportation Permitting Unit
512 N. Salisbury Street
Raleigh, NC 27604
For all other projects sent by delivery service
(UPS, FedEx, etc.):
Karen Higgins Karen Higgins
NCDWR — 401 & Buffer Permitting Branch OR NCDWR — 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

W DR
ent
2014
2016
2016
2014
2008
-2016
2014
e
OAK
gORO DR PP
FALLS i<1JaOAi, _ a,
F4RM/NGTON �'� ae +�
9' 16"
165 MILS N
V 26"
25 MILS
UTM GRID AND 2016 MAGNETIC NORTH
DECLINATION AT CENTER OF SHEET
U.S. National Grid
100,000•m Square D
Qv
GrW ZoneDesignation
175
35'
-m+. -W-
-aY-
-ay
719 720 ':
SCALE 1:24 000
1 0.5 0 KILOMETERS 1
1000 500 0 METERS 1000
1 0.5 0
MILES
1000 0 1000 2000 3000 4000 5000 6000 7000
FEET
CONTOUR INTERVAL 10 FEET
NORTH AMERICAN VERTICAL DATUM OF 1988
This map was produced to conform with the
National Geospatial Program US Topo Product Standard, 2011.
A metadata file associated with this product is draft version 0.6.19

30 CeB2 (loins sheer 2)) W, Y ApC2 Ap82 WAKE COUNTY, NORTH CA
N HeC2
�? r CrC,EnC r �T CeB2 .+ s@
vs
(, Wnf J, o h
r l 1' . � B;
;t' 6 WME 1 / Ap82 ApB2 MW! W APB
EnD2 d..
Ce( ✓ r ° 1 AIik2 '7
Cerz y 3 1
� ` 4na ty
o
:'t -"eD` AfA f ' Ly,2 1 POR 62
Ap0
2 �D�: • ..
Crn ' ♦ APB2
Loi3 y_. ,i' i � 3 r
4.1
CeD
APi.'.
�. Ar:e n IN CsB2 ?! 1rAoC,2,`. t AIA,
ApB2 t 'r ,►YOB bPB
CeC LOC
L08
AP87� r` En82 AD
B
y AfA
o APB2 9� s `r •. / CeC2 / / ;
E APB2 ,
AEtC •, pC2 w.. ApBz R
S i
Ma SI%'� CeB? a A C-.,1'{jAfA01 Wy
'
C14 Ofty a' , em CeB2 APr A _
y En82 • HeD
N P w Ma w •.6 at VYkE
ApD
N w H
APC • _.\
a 'S /
Ln Au
) Ap82 ApC2
o A HeB2
Ln!Hee
Lv �,
ake Gresham ` �u f 2 S�ti Dv8 I AP82^,
Wo Gu C
(n m / ) t
1MkE
74tgrr'`�,,,,�Api:2 \ r GCn
Y l Cvu j\ if t u _ Wo
Go
f Ny 1 �Y LO R { V
1 AaB2 ; \ ! N j IcE
APAP82y APC' r
g C ApC2 sE;* O * APH� e ; i LoDLa
a •� .
WMC2 WmC
CeC7 2. Cs62 -- ..s a V�kE !°+ LOCAPBZ,
o d C Cef3z , Cre22 ~ 1 t.eC LobR
m ApBB2 {�
Cn
I AOC2 1 N{. APG WkE
N APB2 ! Wm �P wMCi
o \ Lot Wm62
v AP02 F , t\ Lo mB2
eCz Cn
1
m62
AD82 m /
AP \ e8 LOC k4flC AfA
eB2
Ap ! APC p WMC2
t i i WEE LOS WMB WmD2
o pC2 k LoD G
Mal Y LOU LoC ,2 a Lo8 ) wMC
LOC WkE
'.. � WkE � .
w .P
APB2 LoC Lo1) A APC2 LOC Gu X00 Wmw Lac / m L*C
(loins sheet 40) kE LOU WkE

UNDERGROUND SAND FILTER
LEVEL SPREADER
0 30 60 120 0+1
1"=60' 8.5X11 4
TRIANGLE POND MANAGEMENT
3717 OVERLOOK ROAD
RALEIGH, NORTH CAROLINA
BOBBITT DESIGN BUILD. INC.
V1 BOBerrr �WRI`�"N°�,
".w_
F1L 101 W t-1Wt
IW
EdBO0BaBITT COM w . 4
COPYRIGHT C 2013 BOBB(TT OE810N BUILD, INC. ALL RMM RESERVED.

Permit Number:
(to be provided by DWQ)
p�'��
h
NCDEHR °
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
SAND FILTER SUPPLEMENT
This form must be filled out on line, printed and submitted with all of the required information.
Make sure to also fill out and submit the Required Items Checklist (Section 111) and the I&M Agreement (Section IV)
I. PROJECT INFORMATION
Project name Triangle Pond Management
Contact name Blair Pittman
Phone number
Date
Drainage area number
[phone]
May 15, 2018
30202010704
II. DESIGN INFORMATION
1.00
Site Characteristics
1 -yr, 24 -hr intensity
Drainage area (AD)
17,424.00 ft2 OK
Impervious area
16,030.00 ft
% Impervious (IA)
92.0% %
Design rainfall depth (RD)
1.00 in
Peak Flow Calculations
1 -yr, 24 -hr runoff depth
1.00
in
1 -yr, 24 -hr intensity
4.48
in/hr
Pre -development 1 -yr, 24 -hr runoff
0.71
ft3/sec
Post -development 1 -yr, 24 -hr runoff
0.01
ft3/sec
Pre/Post 1 -yr, 24 -hr peak control
-0.70
ft3/sec
Storage Volume
Design volume (WQV)
1,278.00 ft3
Adjusted water quality volume (WQVAd)
958.50 ft3
Volume contained in the sedimentation basin and on top of the sand filter
1,000.00 ft3
Top of sand filter/grate elevation
253.5 ft amsl
Weir elevation (between chambers)
253.5 ft amsl
Maximum head on the sedimentation basin and sand filter (hm.Fifter)
5.50 ft
Average head on the sedimentation basin and sand filter (hA)
2.75 ft
Runoff Coefficient (Rv)
0.88 (unitless)
Type of Sand Filter
Open sand filter?
N Y or N
SHWT elevation
ft amsl
Bottom of the sand filter elevation
ft amsl
Clearance (dSHWT)
Closed/pre-cast sand filter?
Y Y or N
SHWT elevation
NA ft amsl
Bottom of the sand filter elevation
251.50 ft amsl
Clearance (dSHWT)
>1 ft
If this is a closed, underground closed sand filter: The clearance between
the surface of the sand filter and the bottom of the roof of the underground
1.00 ft
structure (dsp e)
*0
OK
OK
Form SW401-Sand Filter-Rev.5 2009Sept17 Parts I and II. Project Design Summary, Page 1 of 2

Sedimentation Basin
Surface area of sedimentation basin (As)
Sedimentation basin/chamber depth
Sand Filter
Surface area of sand filter (Ar)
Top of sand media filter bed elevation
Bottom of sand media filter bed/drain elevation
Depth of the sand media filter bed (dr)
Coefficient of permeability for the sand filter (k)
Outlet diameter
Outlet discharge/flowrate
Time to drain the sand filter (t)
Time to drain the sand filter (t)
Additional Information
Does volume in excess of the design volume bypass the sand filter?
Is an off-line flow -splitting device used?
If draining to SA waters: Does volume in excess of the design volume flow
evenly distributed through a vegetated filter?
What is the length of the vegetated filter?
Does the design use a level spreader to evenly distribute flow?
Is the BMP located at least 30ft from surface waters (50ft if SA waters)?
If not a closed bottom, is BMP located at least 1 00f from water supply wells?
Are the vegetated side slopes equal to or less than 3:1
Is the BMP located in a recorded drainage easement with a recorded access
easement to a public Right of Way (ROW)?
What is the width of the sedimentation chamber/forebay (Ww)?
What is the depth of sand over the outlet pipe (dpipe)?
100.00 ft,
5.50 ft
100.00 ft
253.50 It amsl
251.50 ft amsl
2.00 It
4.00 (ft/day)
10.00 in
0.01 ft3/sec
30.50 hours
1.27 days
Permit Number:
(to be provided by DWQ)
Ur\. IVICCLJ 11111 11111U111, UUL IIIay IICCU LU UC IIILJCGJCU LU
IIR.ICGJC DUIIaL.0 aICa. 1 111z VVIII a1DU MUCQJC UIC
......1..-1- _L:I:L. 1.. ...... {..:.. 1L_ .J:....1..J .....{... _ -1:4.
OK. Submit drainage calculations.
Y Y or N OK
Y YorN OK
YorN
Y YorN OK
10.00 ft OK
1.50 It OK
Form SW401-Sand Filter-Rev.5 2009Sept17 Parts I and 11. Project Design Summary, Page 2 of 2
NA ft
Y
YorN
OK
Y
YorN
OK
Y
YorN
OK
Y
YorN
OK
Y YorN OK
10.00 ft OK
1.50 It OK
Form SW401-Sand Filter-Rev.5 2009Sept17 Parts I and 11. Project Design Summary, Page 2 of 2

If Stormwater Enters the LS-VFS from a BMP
o`'o� wAT Fq�c
HCDENR
> y
Peak discharge from the BMP during the design storm
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
Peak discharge from the BMP during the 10 -year storm
401 CERTIFICATION APPLICATION FORM
LEVEL SPREADER - VEGETATED FILTER STRIP (LS-VFS) SUPPLEMENT
This form must be completely filled out, printed, initialed, and submitted.
I. PROJECT INFORMATION
1.12 cfs
Project name
Triangle Pond Management
Contact name
Blair Pittman
Phone number
[phone]
Date
May 10, 2018
Drainage area number
30202010704
II. DESIGN INFORMATION
The purpose of the LS-VFS
Buffer Rule: Diffuse Flow
Stormwater enters LS-VFS from
A BMP
Type of VFS
Other: Explained below
Explanation of any "Other" responses above
LS discharges into Zone 1 of a Neuse stream buffer. Existing zone 1 slope is >5%
If Stormwater Enters the LS-VFS from the Drainage Area
Drainage area
ftp Do not complete this section of the form
Impervious surface area
fe Do not complete this section of the form
Percent impervious
% Do not complete this section of the form.
Rational C coefficient
Do not complete this section of the form.
Peak flow from the 1 in/hr storm
cis Do not complete this section of the form
Time of concentration
min Do not complete this section of the form
Rainfall intensity, 10 -yr storm
in/hr Do not complete this section of the form
Peak flow from the 10 -yr storm
cis Do not complete this section of the form
Design storm
Pick one:
Maximum amount of flow directed to the LS-VFS cis Do not complete this section of the form
Is a flow bypass system going to be used?
(Y or N) Do not complete this section of the form
Explanation of any "Other" responses above
If Stormwater Enters the LS-VFS from a BMP
Type of BMP
Other: Explained below
Peak discharge from the BMP during the design storm
0.007 cis
Peak discharge from the BMP during the 10 -year storm
0.008 cis
Maximum capacity of a 100 -foot long LS-VFS
cfs
Peak flow directed to the LS-VFS
1.12 cfs
Is a flow bypass system going to be used?
N (Y or N)
Explanation of any "Other" responses above
Stormwater enters from an underground sand filter
Form SW401 - LS-VFS - 29June2012 - Rev. 10 page 1 of 3

LS-VFS Design
Forebay surface area
Depth of forebay at stormwater entry point
Depth of forebay at stormwater exit point
Feet of level lip needed per cls
Computed minimum length of the level lip needed
Length of level lip provided
Width of VFS
Elevation at downslope base of level lip
Elevation at the end of the VFS that is farthest from the LS
Slope (from level lip to the end of the VFS)
Are any draws present in the VFS?
Is there a collector swale at the end of the VFS?
Bypass System Design (if applicable)
Is a bypass system provided?
Is there an engineered flow splitting device?
Dimensions of the channel (see diagram below):
M
B
W
y (flow depth for 10 -year storm)
freeboard (during the 10 -year storm)
Peak velocity in the channel during the 10 -yr storm
Channel lining material
Does the bypass discharge through a wetland?
Does the channel enter the stream at an angle?
Explanation of any "Other' responses above
38 sq ft No forebay is required
13 in
6 in Depth is appropriate
fUcfs
ft
10 ft Level spreader is too short to handle the flow
30
ft
250.50
fmsl
243.00
fmsl
25.00
% VFS is too steep
N
(Y or N) OK
N
(Y or N)
N (Y or N)
N (Y or N)
NA
ft
NA
ft
NA
ft
NA
ft
NA
ft
NA
fUsec
Pick one:
W
N (Y or N)
Y (Y or N)
B
Form SW401 - LS-VFS - 29June2012 - Rev. 10 page 2 of 3

III. REQUIRED ITEMS CHECKLIST
EDIT Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to indicate the
following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a requirement has not been
met, attach justification.
Requried Item:
1. Plans (1" - 50' or larger) of the entire site showing:
- Design at ultimate build -out,
Off-site drainage (if applicable),
Delineated drainage basins (include Rational C coefficient per basin),
Forebay (if applicable),
High flow bypass system,
Maintenance access,
Proposed drainage easement and public right of way (ROW), and
Boundaries of drainage easement.
2. Plan details (1" = 30' or larger) for the level spreader showing:
- Forebay (if applicable),
High flow bypass system,
One foot topo lines between the level lip and top of stream bank,
Proposed drainage easement, and
Design at ultimate build -out.
3. Section view of the level spreader (1" = 20' or larger) showing:
- Underdrain system (if applicable),
Level lip,
Upslope channel, and
Downslope filter fabric.
4. Plan details of the flow splitting device and supporting calculations (if applicable).
5. A construction sequence that shows how the level spreader will be protected from
sediment until the entire drainage area is stabilized.
6. If a non -engineered VFS is being used, then provide a photograph of the VFS showing
that no draws are present.
7. The supporting calculations.
8. A copy of the signed and notarized operation and maintenance (08M) agreement.
Initials Page or plan sheet number and any notes:
BA2.0
BA2.0
I BA3.0
1.0
Form SW401 - LS-VFS - 29June2012 - Rev. 10 page 3 of 3

Operation & Maintenance Agreement
Project Name:
Project Location:
on
Triangle Pond Management
Raleigh, NC
nce
a loa in a known set
Any deficient BMP elements noted in the inspection will be corrected, repaired, or replaced immediately. These deficiencies can
affect the integrity of structures, safety of the public, and the pollutant removal efficiency of the BMP(s).
The BMP(s) on this project include (check all that apply & cc
Bioretention Cell Quantity:
Dry Detention Basin
Grassed Swale
Green Roof
Infiltration Basin
Infiltration Trench
Level SpreaderNFS
Permeable Pavement
Proprietary System
Rainwater Harvesting
Sand Filter
Stormwater Wetland
Wet Detention Basin
Disconnected Impervious Area
User Defined BMP
Quantity:
Quantity:
Quantity:
Quantity:
Quantity:
Quantity:
Quantity:
Quantity:
Quantity:
Quantity:
Quantity:
Quantity:
Present:
Present:
ing O&M tables wil
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
I acknowledge and agree by my signature below that I am responsible for the performance of the maintenance procedures listed for
each BMP above, and attached O&M tables. I agree to notify NCDENR of any problems with the system or prior to any changes to
the system or responsible party.
* Responsible Party:
Title & Organization:
Street address:
City, state, zip:
Phone number(s):
Email:
Signature:
County of
personally appeared before me this
, a Notary Public for the State of
, do hearby certify that
day of
acknowledge the due execution of the Operations and Maintenance Agreement.
Witness my hand and official seal,
Seal
;TORM-EZ
/ersion 1.4
My commission expires
O&M Manual
Date:
and
5/15/2018
Page 1 of 1

Important maintenance procedures:
Immediately after the filter strip is established, any newly planted vegetation will be watered twice weekly if
needed until the plants become established (commonly six weeks).
- Once a year, the filter strip will be reseeded to maintain a dense growth of vegetation
- Stable groundcover will be maintained in the drainage area to reduce the sediment load to the vegetation.
Two to three times a year, grass filter strips will be mowed and the clippings harvested to promote the growth of
thick vegetation with optimum pollutant removal efficiency. Turf grass should not be cut shorter than 3 to
5 inches and may be allowed to grow as tall as 12 inches depending on aesthetic requirements (NIPC, 1993).
Forested filter strips do not require this type of maintenance.
- Once a year, the soil will be aerated if necessary.
- Once a year, soil pH will be tested and lime will be added if necessary.
After the filter strip is established, it will be inspected quarterly and within 24 hours after every storm event greater than 1.0
inch (or 1.5 inches if in a Coastal County). Records of operation and maintenance will be kept in a known set location and will
be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall be repaired immediately.
BMP element:
Potentialproblem:
How to remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the BMP
Areas of bare soil and/or
Regrade the soil if necessary to remove the gully, and then plant a
erosive gullies have formed.
ground cover and water until it is established. Provide lime and a one-
time fertilizer application.
Vegetation is too short or too
Maintain vegetation at a height of approximately six inches.
long.
The flow splitter device (if
The flow splitter device is
Unclog the conveyance and dispose of any sediment off-site.
applicable)
clogged.
The flow splitter device is
Make any necessary repairs or replace if damage is too large for
damaged.
repair.
The inlet device
The pipe is clogged.
Unclog the pipe. Dispose of the sediment off-site.
The pipe is cracked or
Replace the pipe.
otherwise damaged.
Erosion is occurring in the
Regrade the swale if necessary to smooth it over and provide erosion
swale.
control devices such as reinforced turf matting or riprap to avoid future
problems with erosion.
Stone verge is clogged or
Remove sediment and replace with clean stone.
covered in sediment (if
applicable).
STORM -EZ 5/15/2018
/ersion 1.4 O&M Manual Page 1 of 2

771
The Swale and the level lip
The swale is clogged with
Remove the sediment and dispose of it off-site.
sediment.
The level lip is cracked,
Repair or replace lip.
settled, undercut, eroded or
otherwise damaged.
There is erosion around the
Regrade the soil to create a berm that is higher than the level lip, and
end of the level spreader that
then plant a ground cover and water until it is established. Provide
shows stormwater has
lime and a one-time fertilizer application.
bypassed it.
Trees or shrubs have begun
Remove them.
to grow on the swale or just
downslope of the level lip.
The bypass channel
Areas of bare soil and/or
Regrade the soil if necessary to remove the gully, and then reestablish
erosive gullies have formed.
proper erosion control.
Turf reinforcement is
Study the site to see if a larger bypass channel is needed (enlarge if
damaged or ripap is rolling
necessary). After this, reestablish the erosion control material.
downhill.
The filter strip
Grass is too short or too long
Maintain grass at a height of approximately three to six inches.
(if applicable).
Areas of bare soil and/or
Regrade the soil if necessary to remove the gully, and then plant a
erosive gullies have formed.
ground cover and water until it is established. Provide lime and a one-
time fertilizer application.
Sediment is building up on the
Remove the sediment and restabilize the soil with vegetation if
filter strip.
necessary. Provide lime and a one-time fertilizer application.
Plants are desiccated.
Provide additional irrigation and fertilizer as needed.
Plants are dead, diseased or
Determine the source of the problem: soils, hydrology, disease, etc.
dying.
Remedy the problem and replace plants. Provide a one-time fertilizer
application.
Nuisance vegetation is
Remove vegetation by hand if possible. If pesticide is used, do not
choking out desirable species.
allow it to get into the receiving water.
The receiving water
Erosion or other signs of
Contact the NCDENR local Regional Office, or the 401 Oversight Unit
damage have occurred at the
at 919-733-1786.
outlet.
;TORM-EZ 5/15/2018
fersion 1.4 O&M Manual Page 2 of 2

Important maintenance procedures:
- The drainage area will be carefully managed to reduce the sediment load to the sand filter.
- The sedimentation chamber or forebay will be cleaned out whenever sediment depth exceeds six inches.
- Once a year, sand media will be skimmed.
- The sand filter media will be replaced whenever it fails to function properly after maintenance.
The sand filter shall be inspected quarterly and within 24 hours after every storm event greater than 1.0 inches (or 1.5 inches
if in a Coastal County). Records of operation and maintenance will be kept in a known set location and will be available upon
request.
Inspection activities shall be performed as follows. Any problems that are found shall be repaired immediately.
BMP element:
Potential problem:
How to remediate the problem:
Entire BMP
Trash/debris is present.
Remove the trash/debris.
Adjacent pavement (if
Sediment is present on the
Sweep or vacuum the sediment as soon as possible.
applicable)
pavement surface.
Perimeter of sand filter
Areas of bare soil and/or
Regrade the soil if necessary to remove the gully, and then plant a
erosive gullies have formed.
ground cover and water until it is established. Provide lime and a one-
time fertilizer application.
Vegetation is too short or too
Maintain vegetation at an appropriate height.
long.
Flow diversion structure
The structure is clogged.
Unclog the conveyance and dispose of any sediment offsite.
The structure is damaged.
Make any necessary repairs or replace if damage is too large for
repair.
The inlet device
The pipe is clogged.
Unclog the pipe. Dispose of the sediment off-site.
The pipe is cracked or
Replace the pipe.
otherwise damaged.
Erosion is occurring in the
Regrade the swale if necessary to smooth it over and provide erosion
swale.
control devices such as reinforced turf matting or riprap to avoid future
problems with erosion.
Stone verge is clogged or
Remove sediment and replace with clean stone.
covered in sediment (if
applicable).
Forebay or pretreatment
Sediment has accumulated to
Search for the source of the sediment and remedy the problem if
area
a depth of greater than six
possible. Remove the sediment and stabilize or dispose of it in a
inches.
location where it will not cause impacts to streams or the BMP.
Erosion has occurred.
Provide additional erosion protection such as reinforced turf matting or
riprap if needed to prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by hand. If a pesticide is used, wipe it
on the plants rather than spraying.
Filter bed and underdrain
Water is ponding on the
Check to see if the collector system is clogged and flush if necessary.
collection system
surface for more than 24
If water still ponds, remove the top few inches of filter bed media and
hours after a storm.
replace. If water still ponds, then consult an expert.
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose of the sediment off-site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the local NC Department of Environment and Natural
damage have occurred at the
Resources Regional Office.
outlet.
'TORM-EZ 5/15/2018
/ersion 1.4 O&M Manual Page 1 of 1

Watershed Model Schematic Hydraflow Hydrographs Extension for AutoCADV Civil 3D®2018 by Autodesk, Inc. v12

Hyd rog ra p h Summary Report Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2018 by Autodesk, Inc. v12

Hydrograph Summary Report Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2018 by Autodesk, Inc. v12
Hyd.
No.
Hydrograph
type
(origin)
Peak
flow
(cfs)
Time
interval
(min)
Time to
Peak
(min)
Hyd.
volume
(cult)
Inflow
hyd(s)
Maximum
elevation
(ft)
Total
strge used
(cult)
Hydrograph
Description
1
Rational
0.911
1
5
273
---
----
---
Pre -development
2
Rational
2.071
1
5
621
---
----
---
Post -development - To SF
3
Reservoir
0.007
1
10
619
2
256.59
618
Sand Filter
4
Rational
0.725
1
5
217
Post -development - By-pass SF
5
Combine
0.731
1
5
836
3,4
-----
------
Post Development - Total
6
Combine
2.796
1
5
839
2, 4,
---
------
Post -development - No Control
FAJOB\P-T\Triangle Pond Management- 19 13R'lfiffMt9F66
ager\Tri_Pon _,TJn
d W4Wi66d126I1 VCDENR.gpw

Hydrograph Summary Report Hydraflow Hydrographs Extension for AutoCADO Civil 3D@ 2018 by Autodesk, Inc. v1 2

Hydrograph Summary Report
Hydraflow Hydrographs Extension for AutoCAD®Civil 3D® 2018 by Autodesk, Inc. v12

Nitrogen Loading Calculations
TrianWe Pond Manazement 3717 Overlook Road, Raleirh, North Carolina
At time of development, 3717 Overlook Road is a vacant property. The site has been
previously cleared and graded. The parcel is near the top of the sub -drainage basin and
has limited off-site runoff flowing through the property. Runoff from the site is currently
sheet flowing onto adjacent properties or collecting in a road -side swale.
See Exhibit NL1 for pre -development loading map.
An underground sandfilter is proposed for stormwater quantity and quality control. It has
been sized for extended detention, and 35% nutrient reduction is being taken for area
routed to the sandfilter. In the post -development condition, the sandfilter will serve a
significant portion of the proposed project impervious area.
See Exhibit NL2 for post -development loading map.
Total Acres: 0.70 ac
Post -development TN export > 10.0 lbs/ac/yr
-Use Sandfilter to reduce Total Nitrogen Export
Per NCDEMLR "Stormwater Design Manual"
TN removal through Sandfilter -35%
Proiect area nutrient loadinz (Post -development)
Impervious - 0.45 ac (0.45 X 21.2)
Open Space - 0.25 ac (0.25 X 1.20)
Undisturbed - 0.00 ac (0.00 X 0.6)
Total TN
Unit Nitrogen Loading (0.70 ac)
Reduction for Sandfdter:
Impervious - 0.38ac (0.38 X 21.2 X 35%)
Open Space - 0.02 ac (0.02 X 1.20 X 35%)
Undisturbed - 0.00 ac (0.00 X 0.6 X 35%)
Total TN Reduction for Pond
Exported TN (9.84 lb/yr - 2.83 lb/yr)
Total Loading AFTER BMPs (0.70 ac)
= 9.54 (lb/yr)
= 0.30 (lb/yr)
= 0.00 (lb/yr)
= 9.84 (lb/yr)
= 14.1 Ib/ac/yr
= 2.82 (lb/yr)
= 0.01 (lb/yr)
= 0.00 (lb/yr)
= 2.83 (lb/yr)
= 7.01 (lb/yr)
= 10.0 lb/ac/yr
Post -development TN export 10.0 lbs/ac/yr (< 10.0 lbs/ac/yr - OK)
Nutrient Load Buvdown
10.0 lbs/ac/yr - 3.6 lb/ac/yr = 6.4 lbs/ac/yr
(6.41bs/ac/yr) X (0.70 ac) = 4.481b/yr
Total Nitrogen Load to by purchased (4.48 lb/yr X 30 yr) = 134.4 lbs

60' EX. R/W \ \ \
r
15
M/F
UL
OB MAIM 901
BM INN PO 50.7
Pw 1727.11-66-1679
/ ` \ WE
P
/ EX. 1 -STORY
METAL /
\ CNSTRUCIION LIMITS
\\` (TIP)
TEMPORARY
f CONSTRUCTION
\ENTRANCE 25'.50'
*
PROPOSED
BUILDING
35.000 SF
FFE 3261.4
---- --. -- --261
TEMPORARY SILT FENCE
12' SLOPE EASEMENT
TEMPORARY SILT
FENCE oLTLEr
(TVP)
- ` x-261
-
F rye
IBP
/ /
/
SAL
/M
Do 15770. PC M 1982. 5931
PIN/ 1727.11-63-40.71
-
/ t
/ EC GRAVEL
aOCN AND GRAVEL
/ WHET
PROTECTION
(TVP)
EX. GRAVEL /
/ Ek 1 -STORY /
FETA
FEE
260.7
/ I /
EL GRAVEL �/ I
FENCE OUTLET ELT _
FENCE ET /\ / •-' --_ _-_23„
1 /
SC LEDFR CHANCE FLOODPLAIN / / // / /yL� i
SC/LED FROM WAKE COUNTY GIs'FLDODWAr
FROM PANEL 37 MAY
2. 001. / / / / - _"1 \', \ EIP
EFFECTIVE GATE WY 2, 2006 - � .
_y
L(
EI. EDGE OF00PERRY GREEK
;�
7 M
/ TEPORIIRY SILT FENCE \\\ TIP\
CURVE TABLE
O1RVE Mc LENGTH RADIUS arnD LENGTH aoaD TEAI9Hc
C-1 _ 38.64 362-33 W-03 5 ]432 47 E
cc -2 16.69 362.33 76.74 N ND215 W
M
RNq CLIMB, 11C
D99 8005. PQ
104
1997.
TIM 1997. -C ,965
3
PIM/ 1rn.,o46-11x
GENERAL NOTES: EROSION CONTROL
1. BOUNDARY. SURVEY AND TOPOGR~ INFORMATION PROVIDED BY CAW HORNE MOSS AND PANCIERN,
PC LAND SURVEYORS, PO BOX 1253. WAKE FOREST. NG PH 919.555.3140. DATED 3/29/2017.
2. FAILURE TO FOLLOW THESE APPROVED PIANS AND THE REGULATIONS, AND ORDINANCES OF CRY OF
RALEIGH SEDIMENT AND EROSION CONTROL MAY RESULT N PENALTIES AND MMES.
3. CONTRACTOR SHALL AT ALL TIMES MAINTAIN AOFOUATE SAFETY MEASURES, ACTIVITIES. MID WRM10ES
FOR THE PROTECTION OF ALL PERSONS ON OR ABOUT TIE LOCATION OF THE SITE
4. ALL PERMITS (INCLUDING MPDES PERMIT). APPROVALS, CERTIFICATES REPORTS AND MOTES,
CERTIFICATES.AID SEED TAGS FROM ALL SEEDING O'EMTXNS SHALL BE RACED N THE ISPECrON
BOX INSTALLED ON SITE.
5. ALL DENUDED AREAS 70 BE PERMANENTLY SEEDED PER ATTACHED SEEDING SCHEDULE.
6. ALL MEAS MOT COVERED WITH PAVING. GRAVEL, BINDING OR PLANTING BEDS SHALL BE SEEDED AS
94M N LE LANDSCAPE SEEDBED PREP. AND SEEDING SCHEDULE NOTES. (SEE THE PIAN FOR
SPECIFIC LAWN AREAS).
7. INSPECT ALL SME MEASURES AT LEAST WEEKLY AND AFTER EACH M' RAINFALL IMMEDIATELY REPAIR
ANY SEDIMENTATION AND EROSION CONTROL MEASURE THAT HAS FAILED,
8. SHOULD THE CITY OF RA MON SINE DEPARTMENT DETERMINE E EXCESSIVE SEDIMENT MAY BE LEAVING
THE SITE, ADDRONAL SEDIMENTATION AND EROSION CONTROL MEASLA43 MAY BE REQUIRED, INCLUONG
A REVISED SEDIMENTATION AND EROSION CONTROL PLAN.
9. A RE -INSPECTION FEE RLL BE ASSESSED SHOULD A RE-NSPECTIO/ BE NECESSARY DUE TO
INCORRECT INSTALLATION.
10. TOPSOIL STOPPED FROM THE SITE IS TO BE STOCKRLED AND USED FOR BACKFLLNG AL
LANDSCAPE ISLANDS, BEDS AND LAWN AREAS. TOPSOIL IS TO BE SPREAD TO A DEPTH OF AT LEAST
C AS SOL 15 AVAILABLE. MOUND LANDSCAPE ISLANDS TO V ABOVE THE CURB AT THE CENTER OF
THE ISLAND.
11. STOCKPILES SMALL HAVE A DOUBLE ROW OF sLT FENCE 10 FEET APART AT THE LIMITS OF THE
APPROVED STOCKPILE AREA. TREES AND GROUNDCWER MAY BE REMOVED ONLY AS NECESSARY FOR
THIS STOCKPILE.
12. UNTIL THE CRY HAS ACCEPTED THE COMPLETED CONSTRUCTION PHASE, THE CONTRACTOR RETAINS
THE RESPONSIBILITY FOR MAINTAINING THE SAE DEVICES. ADDITIONALLY. THE CONTRACTOR RETAINS
RESPONSIBILITY FOR ENSURING SAE INSPECTIONS ARE COMPLETED AT LEAST WEEKLY AND AFTER EACH
%' RAINFALL FOR THESE DEVICES.
13. SITE STABILIZATION IS REQUIRED PRIOR TO FINAL APPROVAL AND ISSUANCE OF CERTIFICATE OF
OCCUPANCY. GRASS UTILIZED AS PERMANENT GROUND COVER MUST BE AT A MOWABIE HEIGHT THAT
GENERALLY PROVIDES AT LEAST 60% COVERAGE THROUGHOUT THE SITE. WITH NO LARGE BARE
PATCHES OR EVIDENCE OF EROSION.
CONSTRUCTION SEQUENCE FOR RALEIGH
1. SUBMIT DOOIIMEMATION REQUIRED UNDER RHE SITE WOES STORMWATER PERMIT FOR
CONSTRLC710H ACTIVITY (NCWHIOODO) TO SFORMWATER INSPECTIONS THROUGHOUT THE PROJECT.
2. PRIOR TO BEGINNING CONSTRUCTION. CALL THE STORNWATER INSPECTIONS REGIONAL
COORDINATOR AT (919) 279-13M TO SCHEDULE AN ON-SITE PRE -CONSTRUCTION MEETING.
3. INSTAL ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES. LIMIT CLEARING AND
LAND DISTURB N0 ACTIVITY TO ONLY THE AREA NECESSARY TO INSTAL THE PERMITTED
MEASURES,
4. CALL THE RAPID RESPONSE HUMBER [phone] TO SCHEDULE A STOHMWATER SITE
ISPECTION.
5. UPON APPROVAL OF THE STORYNATER SITE INSPECTION. COMMENCE PERYIRED LAND
DISTURBING ACTIVITY.
6. ALL EROSION CONTROL MEASURES "'ALL BE INSPECTED AND MAINTAINED. IF NEEDED. AT LEAST
ONCE PER WEEK AND
AFTER EVERY RAINFALL EVER
(R .
7. GROUND COVER SIAL BE PROVIDED AS FOLLOWS:
FOR ALL MEAS OF MODERATE ARD/OR STEEP sLopEs PROVIDE TEMPORARY GROUND
COVER F THE SLOPE HAS HOT BEEN DISTURBED FOR A PERIOD OF IDURIEEN (14) DAYS.
D. PROVIDE GROUND COVER SUFFICIEO TO RESTRAIN EROSION ON ANY PORTION OF THE SITE
UPON WIN FURTER LAND-DISWMNG ACTMTY IS NOT BEING UNDERTAKEN WITHIN
FOURTEEN (14) CALENDAR DAYS OF TEYPORARL.Y OR PERhw*HTLY SUSPENDING LAND
00TURI NG ACTIVITY.
c STABILIZATION Is REOUfED WITHIN 14 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF
GRADING OR INACTIVITY ON PROJECT SRTE
9.BEEN ROUGH GRADE SITE
10. BEGIN INSTALLATION OF STORM PIPE SYSTEM AND SAEDFLTER STRUCTURE. CO NOT INSTALL
SAND UNTIL AFTER SffE IS STABILIZED.
11. INSTALL TEMPORARY INLET PROTECTION AT STRUCTURES AS THEY ARE COMPLETED.
12. MAINTAIN ALL EROS04 AND SEDIMENT CONTROL MEASURES N GOOD WORKING ORDER. SILT
FENCE, INLET PROTECTION AND OTHER SNLAR MEASURES MUST BE CLEANED OUT BEFORE
THEY ME HALF FULL CLOGGED STONE FILTERS MIST BE REFRESHED/REPLACED. SILT FENCE
CANNOT
HAVE HOFS OR TEARS.
13. STABIUZATION S REWIRED WITHIN 14 CAFMOAR DAYS OF COMPLETION OF ANY PHASE OF
GRADING OR IN4CTA71Y ON PROJECT SITE.
14. AS SITE S BROUGHT UP TO FINAL GRADE. BEGIN BUILDING CONSTRUCTION AND STABILIZE
DISTURBED AREAS WITH PAVING OR VEGETATION, AS SHOWN.
15. WHEN CONSTRUCTIONS COMPLETE AND ALL REAS ARE STAINUZED COMPLETELY. CALL FOR
INSPECTION BY STORYWATER INSPECTOR, 919-279-1309 WESTERN REGION.
19. F APPROVED. REMgE SEDMIETf FROM SAID FILTER SIRIICNRE AND INSTALL SVD. ALL
UPSTREAM REAS MUST BE SAINUZED PRIOR TO FINISHING SAIDFILTER INSTALLATION. SEE
SHEETS C3.0 AND C7.2 FOR sANDFLTER DESIGN AND DETAILS.
17. WHEN 51ADTLTER NSTALLATION S MPI COLETE, CALL FOR INSPECTION BY SIDRYWATER
INSPECTOR 919-279-1309, WESTERN REGION.
IS. F SITE S APPROVED. REMOVE ANY REMAINING TEMPORARY DEVICIS, TREE PROTECTION/SILT
FENCE AND SEED OMIT OR PAVE ANY RESULTING FARE MFRS.
19. SITE SIABILIZATXN IS REOURED PRIOR TO FINAL APPROVAL O GRADING PERMIT AND ISSUANCE
OF CERTIFICATE OF OCCUPANCY. GRASS UAL® AS PERMANENT GROIMD COVER MUST BE AT
A MO'WANZ HEIGHT THAT GENERALLY PROVIDES AT LEAST 903 COVERAGE THROUGHOUT THE
SITE. WIN ND LARGE BARE PATCHES OR EVIDENCE OF EROSION.
20. AT A MINIMUM OF SEVEN (7) CALENDAR DAYS PRIOR TO SO4EDULIIG THE STORMWATER FINAL
INSPECTION. 'SUBMIT A CRM
Y OF RALEIGH FORM 511 D APPROVABLE BM
MP AS -BUILT PLAN D
ENWNMM CERTIFICATION TO CRY OF RALEIGH STAFF FOR REVIEW AND WRITTEN
ACCEPTANCE THE CERTWICAT10NS MUST BE ACCEPTED PRIOR TO A CERTIFICATE O OCCUPANCY
BEING ISSUED.
21. IF APPLICABLE, IMPERVIOUS SURVEY SUBMITTAL, RENEW AND ACCEPTANCE 15 REQUIRED PRIOR
TO APPROVAL OF FNAL WATERSHED PERMIT INSPECTION
CA .
22- LL THE RAPID RESPONSE NUMBER [phone] TO SCHEDULE A sTORMNATER FINAL
INSPECTION.
23. ONCE THE 5TORMMTER FINAL INSPECTION IS APPROVED. CLOSE THE GRADING PERMIT AND
OBTAIN A CERTIFICATE OF COMPLETION
DISTURBED AREA 0.71 ACRE
CONTROL LEGEND
O
ONSIIWLC00N EIR 1
* -
'i Fx
- - - -
CONSTRUCTION LIMITS
w
\
®
INLET PROTECTION
20 d _
TEMPORARY SILT FENCE
12' SLOPE EASEMENT
TEMPORARY SILT
FENCE oLTLEr
(TVP)
- ` x-261
-
F rye
IBP
/ /
/
SAL
/M
Do 15770. PC M 1982. 5931
PIN/ 1727.11-63-40.71
-
/ t
/ EC GRAVEL
aOCN AND GRAVEL
/ WHET
PROTECTION
(TVP)
EX. GRAVEL /
/ Ek 1 -STORY /
FETA
FEE
260.7
/ I /
EL GRAVEL �/ I
FENCE OUTLET ELT _
FENCE ET /\ / •-' --_ _-_23„
1 /
SC LEDFR CHANCE FLOODPLAIN / / // / /yL� i
SC/LED FROM WAKE COUNTY GIs'FLDODWAr
FROM PANEL 37 MAY
2. 001. / / / / - _"1 \', \ EIP
EFFECTIVE GATE WY 2, 2006 - � .
_y
L(
EI. EDGE OF00PERRY GREEK
;�
7 M
/ TEPORIIRY SILT FENCE \\\ TIP\
CURVE TABLE
O1RVE Mc LENGTH RADIUS arnD LENGTH aoaD TEAI9Hc
C-1 _ 38.64 362-33 W-03 5 ]432 47 E
cc -2 16.69 362.33 76.74 N ND215 W
M
RNq CLIMB, 11C
D99 8005. PQ
104
1997.
TIM 1997. -C ,965
3
PIM/ 1rn.,o46-11x
GENERAL NOTES: EROSION CONTROL
1. BOUNDARY. SURVEY AND TOPOGR~ INFORMATION PROVIDED BY CAW HORNE MOSS AND PANCIERN,
PC LAND SURVEYORS, PO BOX 1253. WAKE FOREST. NG PH 919.555.3140. DATED 3/29/2017.
2. FAILURE TO FOLLOW THESE APPROVED PIANS AND THE REGULATIONS, AND ORDINANCES OF CRY OF
RALEIGH SEDIMENT AND EROSION CONTROL MAY RESULT N PENALTIES AND MMES.
3. CONTRACTOR SHALL AT ALL TIMES MAINTAIN AOFOUATE SAFETY MEASURES, ACTIVITIES. MID WRM10ES
FOR THE PROTECTION OF ALL PERSONS ON OR ABOUT TIE LOCATION OF THE SITE
4. ALL PERMITS (INCLUDING MPDES PERMIT). APPROVALS, CERTIFICATES REPORTS AND MOTES,
CERTIFICATES.AID SEED TAGS FROM ALL SEEDING O'EMTXNS SHALL BE RACED N THE ISPECrON
BOX INSTALLED ON SITE.
5. ALL DENUDED AREAS 70 BE PERMANENTLY SEEDED PER ATTACHED SEEDING SCHEDULE.
6. ALL MEAS MOT COVERED WITH PAVING. GRAVEL, BINDING OR PLANTING BEDS SHALL BE SEEDED AS
94M N LE LANDSCAPE SEEDBED PREP. AND SEEDING SCHEDULE NOTES. (SEE THE PIAN FOR
SPECIFIC LAWN AREAS).
7. INSPECT ALL SME MEASURES AT LEAST WEEKLY AND AFTER EACH M' RAINFALL IMMEDIATELY REPAIR
ANY SEDIMENTATION AND EROSION CONTROL MEASURE THAT HAS FAILED,
8. SHOULD THE CITY OF RA MON SINE DEPARTMENT DETERMINE E EXCESSIVE SEDIMENT MAY BE LEAVING
THE SITE, ADDRONAL SEDIMENTATION AND EROSION CONTROL MEASLA43 MAY BE REQUIRED, INCLUONG
A REVISED SEDIMENTATION AND EROSION CONTROL PLAN.
9. A RE -INSPECTION FEE RLL BE ASSESSED SHOULD A RE-NSPECTIO/ BE NECESSARY DUE TO
INCORRECT INSTALLATION.
10. TOPSOIL STOPPED FROM THE SITE IS TO BE STOCKRLED AND USED FOR BACKFLLNG AL
LANDSCAPE ISLANDS, BEDS AND LAWN AREAS. TOPSOIL IS TO BE SPREAD TO A DEPTH OF AT LEAST
C AS SOL 15 AVAILABLE. MOUND LANDSCAPE ISLANDS TO V ABOVE THE CURB AT THE CENTER OF
THE ISLAND.
11. STOCKPILES SMALL HAVE A DOUBLE ROW OF sLT FENCE 10 FEET APART AT THE LIMITS OF THE
APPROVED STOCKPILE AREA. TREES AND GROUNDCWER MAY BE REMOVED ONLY AS NECESSARY FOR
THIS STOCKPILE.
12. UNTIL THE CRY HAS ACCEPTED THE COMPLETED CONSTRUCTION PHASE, THE CONTRACTOR RETAINS
THE RESPONSIBILITY FOR MAINTAINING THE SAE DEVICES. ADDITIONALLY. THE CONTRACTOR RETAINS
RESPONSIBILITY FOR ENSURING SAE INSPECTIONS ARE COMPLETED AT LEAST WEEKLY AND AFTER EACH
%' RAINFALL FOR THESE DEVICES.
13. SITE STABILIZATION IS REQUIRED PRIOR TO FINAL APPROVAL AND ISSUANCE OF CERTIFICATE OF
OCCUPANCY. GRASS UTILIZED AS PERMANENT GROUND COVER MUST BE AT A MOWABIE HEIGHT THAT
GENERALLY PROVIDES AT LEAST 60% COVERAGE THROUGHOUT THE SITE. WITH NO LARGE BARE
PATCHES OR EVIDENCE OF EROSION.
CONSTRUCTION SEQUENCE FOR RALEIGH
1. SUBMIT DOOIIMEMATION REQUIRED UNDER RHE SITE WOES STORMWATER PERMIT FOR
CONSTRLC710H ACTIVITY (NCWHIOODO) TO SFORMWATER INSPECTIONS THROUGHOUT THE PROJECT.
2. PRIOR TO BEGINNING CONSTRUCTION. CALL THE STORNWATER INSPECTIONS REGIONAL
COORDINATOR AT (919) 279-13M TO SCHEDULE AN ON-SITE PRE -CONSTRUCTION MEETING.
3. INSTAL ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES. LIMIT CLEARING AND
LAND DISTURB N0 ACTIVITY TO ONLY THE AREA NECESSARY TO INSTAL THE PERMITTED
MEASURES,
4. CALL THE RAPID RESPONSE HUMBER [phone] TO SCHEDULE A STOHMWATER SITE
ISPECTION.
5. UPON APPROVAL OF THE STORYNATER SITE INSPECTION. COMMENCE PERYIRED LAND
DISTURBING ACTIVITY.
6. ALL EROSION CONTROL MEASURES "'ALL BE INSPECTED AND MAINTAINED. IF NEEDED. AT LEAST
ONCE PER WEEK AND
AFTER EVERY RAINFALL EVER
(R .
7. GROUND COVER SIAL BE PROVIDED AS FOLLOWS:
FOR ALL MEAS OF MODERATE ARD/OR STEEP sLopEs PROVIDE TEMPORARY GROUND
COVER F THE SLOPE HAS HOT BEEN DISTURBED FOR A PERIOD OF IDURIEEN (14) DAYS.
D. PROVIDE GROUND COVER SUFFICIEO TO RESTRAIN EROSION ON ANY PORTION OF THE SITE
UPON WIN FURTER LAND-DISWMNG ACTMTY IS NOT BEING UNDERTAKEN WITHIN
FOURTEEN (14) CALENDAR DAYS OF TEYPORARL.Y OR PERhw*HTLY SUSPENDING LAND
00TURI NG ACTIVITY.
c STABILIZATION Is REOUfED WITHIN 14 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF
GRADING OR INACTIVITY ON PROJECT SRTE
9.BEEN ROUGH GRADE SITE
10. BEGIN INSTALLATION OF STORM PIPE SYSTEM AND SAEDFLTER STRUCTURE. CO NOT INSTALL
SAND UNTIL AFTER SffE IS STABILIZED.
11. INSTALL TEMPORARY INLET PROTECTION AT STRUCTURES AS THEY ARE COMPLETED.
12. MAINTAIN ALL EROS04 AND SEDIMENT CONTROL MEASURES N GOOD WORKING ORDER. SILT
FENCE, INLET PROTECTION AND OTHER SNLAR MEASURES MUST BE CLEANED OUT BEFORE
THEY ME HALF FULL CLOGGED STONE FILTERS MIST BE REFRESHED/REPLACED. SILT FENCE
CANNOT
HAVE HOFS OR TEARS.
13. STABIUZATION S REWIRED WITHIN 14 CAFMOAR DAYS OF COMPLETION OF ANY PHASE OF
GRADING OR IN4CTA71Y ON PROJECT SITE.
14. AS SITE S BROUGHT UP TO FINAL GRADE. BEGIN BUILDING CONSTRUCTION AND STABILIZE
DISTURBED AREAS WITH PAVING OR VEGETATION, AS SHOWN.
15. WHEN CONSTRUCTIONS COMPLETE AND ALL REAS ARE STAINUZED COMPLETELY. CALL FOR
INSPECTION BY STORYWATER INSPECTOR, 919-279-1309 WESTERN REGION.
19. F APPROVED. REMgE SEDMIETf FROM SAID FILTER SIRIICNRE AND INSTALL SVD. ALL
UPSTREAM REAS MUST BE SAINUZED PRIOR TO FINISHING SAIDFILTER INSTALLATION. SEE
SHEETS C3.0 AND C7.2 FOR sANDFLTER DESIGN AND DETAILS.
17. WHEN 51ADTLTER NSTALLATION S MPI COLETE, CALL FOR INSPECTION BY SIDRYWATER
INSPECTOR 919-279-1309, WESTERN REGION.
IS. F SITE S APPROVED. REMOVE ANY REMAINING TEMPORARY DEVICIS, TREE PROTECTION/SILT
FENCE AND SEED OMIT OR PAVE ANY RESULTING FARE MFRS.
19. SITE SIABILIZATXN IS REOURED PRIOR TO FINAL APPROVAL O GRADING PERMIT AND ISSUANCE
OF CERTIFICATE OF OCCUPANCY. GRASS UAL® AS PERMANENT GROIMD COVER MUST BE AT
A MO'WANZ HEIGHT THAT GENERALLY PROVIDES AT LEAST 903 COVERAGE THROUGHOUT THE
SITE. WIN ND LARGE BARE PATCHES OR EVIDENCE OF EROSION.
20. AT A MINIMUM OF SEVEN (7) CALENDAR DAYS PRIOR TO SO4EDULIIG THE STORMWATER FINAL
INSPECTION. 'SUBMIT A CRM
Y OF RALEIGH FORM 511 D APPROVABLE BM
MP AS -BUILT PLAN D
ENWNMM CERTIFICATION TO CRY OF RALEIGH STAFF FOR REVIEW AND WRITTEN
ACCEPTANCE THE CERTWICAT10NS MUST BE ACCEPTED PRIOR TO A CERTIFICATE O OCCUPANCY
BEING ISSUED.
21. IF APPLICABLE, IMPERVIOUS SURVEY SUBMITTAL, RENEW AND ACCEPTANCE 15 REQUIRED PRIOR
TO APPROVAL OF FNAL WATERSHED PERMIT INSPECTION
CA .
22- LL THE RAPID RESPONSE NUMBER [phone] TO SCHEDULE A sTORMNATER FINAL
INSPECTION.
23. ONCE THE 5TORMMTER FINAL INSPECTION IS APPROVED. CLOSE THE GRADING PERMIT AND
OBTAIN A CERTIFICATE OF COMPLETION
DISTURBED AREA 0.71 ACRE
CONTROL LEGEND
!jERR�OSS(J�KK/j
L_1_l-L_l N�r1
��------
ONSIIWLC00N EIR 1
* -
SILT FENCE
- - - -
CONSTRUCTION LIMITS
w
SLY FENCE OUTLET
®
INLET PROTECTION
APPROVED FOR
PERMITTING
NOT FOR CONSTRUCTION
CALL BEFORE YOU DIGI
NORTH LIN
CAROA LAW REOURES NOTFO
ICATN OF
THElINOERDROUND FACILITY DINNER HOT LEM
THW Two R) BUT NO MORE THAN TEN Tq
WORKNO DAYS PRIOR TO EXCAVATION OR
DEMOLITDN
RTH CARO
11 www.nc8ll.org
1-800-632-4949
North Carolina OnaCall *rltar. Inc.
REVISIONS
NO. DATE I DESCRIPTION REV. BY
KqH 11111 „
•�A36 '�
jEF
EO
N3pi
aif
oil!
COORDIalrtNATORlan:
Blair P
DR)r BY:
HK BY: BPP
Z
5W
W
Z
5�
M
Z J
❑ wO
O
fro
LU P
J
ow
C.7 wi °z
Z�=
O W
~ J
24X36
1'20'
10 MAY 2018
1953-0072
EROSION
CONTROL PLAN

v PAVEMENT DESIGN FOR
DRIVEWAY IN PUBLIC ROW
\
\
3' S9.5A ON 8- CABC
\
`
`
V
fist•]�flf!1[1fi�s�s���w�l�������GI!m�F7F'_r7
E�T��nri`,-�ssnrttr>s%a�csaElFc�T:c�[T-1_[Tr�>•Txti_Es<'ai'x�>_cz�.��xs..t•���
�� TSI�r.TrFaTD1r.-.ts
(LAID N TWO LIFTS)
� 19a�� �� �� It•�����F7'r1O51
:, :: a iw .Iw
r.To:,•�TT:T:�cay.�';cly�� riT3E:�«a., cr•,L Z��T3LT•
F1•tlf:f.':�SSFIL'.'LiIIPT�I♦iFY7n4L�Li�[Ll•[If�DkYiElf•�['7Gl�C?P<.L�i>:'11sia�l��:.
��TSri��9[�=�5��������T���%%�r�r)���Fi-)♦.I
.::a: Jaw ., .Iw
..�.l .. r H ..`. Y..+..n e:..R
c��i�f5rissnrr:
inc:�sFsasR.%a�r�ET-�oT>.TiE��crt�Eir.>_r�r�'
acecl���Ill9� :, :: ' iw Iw
\
_ 19,Y FP/E1' `
FRE -N -LIEU OF CONSTRUCTION FOR
a A 48' B/B ROM WITH 6'
RIO' IX R/W
W
�r-
` �
CRETE SI ALK FRONTAGE
3- S9. 110 LF
3" 59.58 ON B' ABC ROAD SECTION
•7FFiRF���� u :: a� _•ea1� .:.Lw
iaTf�l:l]1�SSF7�
B�yll_>.�SS�T.���T����T��T�t1sT���fr,^.-:[^:�:�Z7E3:•:�]lr:
12' SLOPE FAglE7R
�2-
_
EDGE OF ASPHALT PAVEMENT
(TYP)
ASPHALT PATCH
MEDIUM DRY ASPHALT PAVING'
ON
INV. OUT:
(� _ f .34
_
3"-S9.58 SURFACE COURSE
B" ABC (TYP)
_ `. ``
'
-
_
-
DUTY ASPHALT PAVING
2 ' S B' ABC
t\� \S
\ J -U2'
NV. GUY:
1-6,DN
t6
(PYP MATCH)
O HAT
-
\
5)f.88'
SO®Vg'S. ITC
SIDEWALK 10 BE RUSH
WITH ADJACENT PAVEMENT
--
- �' /
` 6
)
�
S - 259
�'
/ 259.23�-
PG 901
TIM /4982. PG 593
5' CONCRETE SIDEWALK
OWJ
t\ t`
-F` Ry5 •R� /'INV. OUT: -
PH/ 1727.11-55-1579
/ x
• C-1 ( 1 C
`b
h
/
-1 -260_
I EIP M�R
cON57RUC110N L91ns IX`�/
260. 6
I
( /
wFwl9Tl
I /
1
/
HANDICAPARKP ING AND
LOOPING ARRA MAX 2% `
�• \ ,./
6
SLOPE - ANT DWECTION 7 Y/
-
1.2 e.
NEN EDGE OF ASPHUT
PAVING TO BE FLUSH N/F
WITH EXISTING ADJACENT SAL REAS ESTAIF LLD
/
WAC PAD
.26i.2 , -
,
/
GRAVEL PARKING pB1WT51
9M PO 503
P
6i 35
/
�
PN/ 1727.11 -SS -4631
/
10' CONCRETE
/
/
MUTCD R7-8 R R7 -81D
61.
SIDEWALK
/
EX GRAVEL
HANDICAP SIGNS WITH VAN
GENERAL NOTES: GRADING PLAN
1. BOUNDARY. SURVEY AND TOPOGRAPHIC INFORMATION PRONGED BY
CAWDRIRNE. MOSS AND PANCIERIA, PC LAND SURVEYORS. PO BOX 1253.
MAKE FOREST. NC. PN 919.556.3146. DATED 3/29/2017,
2. SAID FILTER TO RETAIN STORMWATER RT -Q" To PRE-DEVFLOPMIXT
CONDITIONS FOR THE 1 YEAR. 2 YEAR. 6 10 YEAR STORM EVENTS. DRY
DETENTION TO PROVIDE NITROGEN REMOVAL, BASED ON CRY OF RALEIGH
STANDARDS. PER STORMWATER MANUAL. AND THE MOST CURRENT VERSION OF
THE NCDENR BMP MANUAL ORIGINALLY DATED 2007.
3. THE REFERENCED BMPS SHOWN AND LOCAL ORDINANCES IMPOSE CERTAIN
OOMINUING INSPECTION. MAINTENANCE REPAIR AND OBER REQUIREMENTS
UPON THE OWNER, LATER INITIAL CERTIFICATION OR CERTIFICATE OF
OCCUPANCY. THESE PAINS DO NOT INCLUDE ANY RESPONSIBILITY ON THE
PART OF THE CONTRACTOR TO COMPLY WITH TIDY REQUIREMENTS ON THE
OWNER'S BEHALF.
4. CONTRACTOR SHRILL SECURE ALL NECESSARY PERMITS FOR CONSTRUCTION
910WN ON THEY PLANS.
5. CONTRACTOR SHALL AT ALL TIMES MAINTAIN ADEQUATE SAFETY MEASURES,
ACTIVITIES. AND BARRICADES FOR THE PROTECTION OF ALL PERSONS ON OR
ABOUT THE LOCATION OF THE SITE
S. CONTRACTOR SHALL PERRY EXISTING CONDITIONS PRIOR TO BEGN ONG
CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES -
7. GRADING MORE THAN ONE ACRE OF
AN APPROVED EROSION CONTROL
PIAN IS A VIOLATION AND IS SUBJECT TO A FINE
8. TREE PROTECTION FENCING MUST BE IN PLACE PRIOR TO ANY LAND
DISTURBANCE AND SHALL INCLUDE WARNING SIGNS POSTED IN BOTH ENGLISH
AND SPANISH. AS FOLLOWS. -NO TRESPASSIMG/TREE PROTECTION
AREA/PROHIBIDO ENTRAR/ZONA PROTECTORA PMA LDS ARBOLES.-
9. ~NG BEYOND THE DENUDED LINTS INDICATED ON CONSTRUCTION
DOCUMENTS IS A VIOLATION AND IS SUBJECT TO A FINE
10. ALL EXISTING UTILITIES AND STORM STRUCTURES ARE 94OW N PER SURVEY
DATA AND ME APPROXIMATE CONTRACTOR IS FULLY RESPONSIBLE TO FIELD
VERIFY ACTUAL LOCATION AND DEPTH OF EXISTING UTILITIES PRIOR TO THE
STMT OF CONSTRUCTION AND 5lWL CALL UTILITY LOCATOR 10 VERIFY
LOCATION OF ALL EXISTING UTILITIES.
11. AL SIOEWAUM STOOPS, TERRACES AND OTHER PAVED AREAS SHALE SLOPE
AWAY FROM BUILDING(S) AT 2X(MIN).
12. THE CONTRACTOR SHALL MAINTAIN EACH DITCH IN AN UNOBSTRUCTED
CONDITION AND SHALL REMOVE FROM THESE MEAS ALL DEBRIS, LOGS.
TIMBER. TRASH. JUNK AID OBER ACCUMULATIONS.
13. TOPSOIL STRIPPED FROM THE SITE IS TO BE STOCKPILED AND USED FOR
BACKFILLING ALL LANDSCAPE SANDS SEDS AND LAWN AREAS. TOPSOIL IS To
BE SPREAD TO A DEPTH OF AT LEAST 6' AS SOIL IS AVAILABLE
14. ALL MFRS NOT COVERED WITH PAVING. GRAVEI. BUILDING OR PLANING BEDS
SHALL BE SEEDED AS SNOWN IN THE SEEDBED PREP. AND SEEDING
SCHEDULE NOTES. (SEE THE LANDSCAPE PLCO FOR SPMFIC LAWN MEAS)
15. ALL CONSTRUCTION TO BE PERFORMED TO THE CITY OF RALEIGH DESIGN AND
CONSTRUCTION STANDARDS.
/
ACSIGN ATTACHED
TO WILDING / 20' PRIVATE DRAINAGE /
EASEMENT AFROM BMP TO R/W
(FO
/ (FOR ACCESS TO BMP)
J
1h/ 281. 80.0 NYOPLASf IEAW WISE BASIN AND
/ EX. 1 -STORY h / 2Y GRATE (N20)
METAL PROPOSED / TYP OF 4
�Y
500BUILDING 261. /
/ }E±2 1. -
ROOF DRAIN LEADER / IX GRAVEL
6' HDPE O t% MIN SLOPE FIFE }261A
Y /
5' WIDE CONCRETE SIDEWAX J PROPOSED
- - - - - - - - - - - - 2b1 / \ \ / / / CRANE
/ 5' THICKNESS 3261.]622 SI.P
(PYP ALONG ORNE-N DOOR SIDE / 281. / .5 / /
OF BUILDING) \l60\ }261.50 t6l'7.5'
8 2% S. 28th
P GRAVEL AREA C IW 2' 11' as
6' DEPTH ABC w
(lYP OF MATCHED AREA)\ `\�
61.2 281. / W w
` ­Ry
w I 5 3 Iw
FEE - 260.7' / m
g METAL
261
y 261 50.5 5'u" CONCRETE INLETS COLLAR
S TYP OF OF
n LOCATED IN GRAVEL AREA TYPICAL ROAD SECTION scuE v: 1' - 5
O / 1WRTUE 2 -RANT UI9mID H: 1' � 10'
250 _
X60.7a7D �7Flp •® EX. GRAVEL cmou -
PP ` • "ACE •, DESIGN STORM FEOUENCY - 10 YR. C - AS NOTED
0.012'(RCPJ ARCP• REINFORCED CONCRETE PIPE C.B. CATCH BION F.S. - FLOW SPLITTER
SEPARATION
STORM SYSTEM - 0.010 (NOPE) HDPE- F9GH DENSITY POLYEMEENE SMOOTH CORE DOUBLE MULLED PPE D.I. - DROP INLET
6 _-AND EXISTING SANITARY SEWER
6r S _ ` GREATER THAN 20 FE /
\ d' / h / PEAK hOW FOR THE 1 -YEAR
\\ •P� d 20• p�.� / STORM S 0.008 CFS AND 2.48 CFS /
FOR ME 10 -TRIC STDRM. RIP -FRP
PROTECTION PROVIDED FOR SLOPE I
PROTECTION / T
EP -_----- o /
/\ / i _ � X255_--__ � -__ j_ -fir •``
_/sol] -
/ 16• HDPE ROOF DRAIN - MPROX 190 LF
AREA RESERVED FOR POTENTN i - -
FUTURE ACQUISITION BY THE CITY /// / / / / - - - _ - - - - _ - - -
FOR GRESWfAY ACCESS. // ��/i ��/ -245- - - - A_-7 - CALL BEFORE YOU DIGI
IN EFFECT FOR ONE YEAR FROM / // / / // j - �� ' - - _ -3? -- - -� ' - ' - NORTH CAROLINA LAW REQUIRES NOTIFICATION OF
CAPE OF SRIF PLM APPROVAL // /�/ -- - _ - - - - - - _ a ��� I� . - 2 l� �_ `- 250 �_' _ THE UNDERGROUND FACILITY OWNER NOT LESS
ANNUAL CHANCE FLOODPLAIN j/ //� j� - __ - - - J -- y� S \ ` `--
IX _ THAN TM (2) BUT NO MORE THAN TEN (10)
SCALED FROM WAKE COUNTY GS / / "Al / OO i ",Qj 2 �b _ \ - -- _ - KING DAYS PRIOR TO EXCAVATION OR
FROM PANEL 37201727001. - / ///� / - _ - _ __. - - - _ _ DEMOLITION
EFFECTIVE DATE MAY 2. 2006 J /�/ / _ / _ \R `\EIP -� \�� = zs__ RTH CARO
E -
/ EDGE OF WATER ���, ��, •�S00 \ 1 •� WWW.nC811.0�
���\ 1-80032 4949
v�DTrCHAXIMD SWALE mac'' CREEK 'Or FOP -PAP- \\� � � A �R'6g1 w \ + North Carolina On*Call Gerlier Inc.
10 If CONCRETE LEVELSPREADIER
RAUEIGIL 5H9 CLIMB, LED APPROVED FOR
CURVE TABLE LIB IM7.awsC 194
CURVE MC LENGTH RADIUS CHORD LENGTH CHORD BEADING BM 1�' - 1911 PERMITTING
C-1 36.84 1 762.33 36.63 S 7432'4 _ E P91j 1727.10-4!H7184
I C� /6.89' 362.33 76.]4'_.1. N_B4O715-
NOT FOR CONSTRUCTION
REVISIONS
No. DATE DESCRIPTION REV. BY
0
0
r�YCF o�ys_IO
r,
'4y�ArR P ��d
SS
8d�
p�
COORDINATOR:
Blair PInTTBn
DRAM BY:
HK BY:BPP
Z
W
m
W
Z
5�
c
Zp0
O < X
a- 00
W 0 ISE
00
V /1/ L
LU /=
0>
W
�~ J
M<
24X36
10 MAY 2018
1953-0072
GRADING
PLAN
BA2.0
- • ,
r 4a' D• •'
V
fist•]�flf!1[1fi�s�s���w�l�������GI!m�F7F'_r7
E�T��nri`,-�ssnrttr>s%a�csaElFc�T:c�[T-1_[Tr�>•Txti_Es<'ai'x�>_cz�.��xs..t•���
�� TSI�r.TrFaTD1r.-.ts
� s
� 19a�� �� �� It•�����F7'r1O51
:, :: a iw .Iw
r.To:,•�TT:T:�cay.�';cly�� riT3E:�«a., cr•,L Z��T3LT•
F1•tlf:f.':�SSFIL'.'LiIIPT�I♦iFY7n4L�Li�[Ll•[If�DkYiElf•�['7Gl�C?P<.L�i>:'11sia�l��:.
��TSri��9[�=�5��������T���%%�r�r)���Fi-)♦.I
.::a: Jaw ., .Iw
..�.l .. r H ..`. Y..+..n e:..R
c��i�f5rissnrr:
inc:�sFsasR.%a�r�ET-�oT>.TiE��crt�Eir.>_r�r�'
acecl���Ill9� :, :: ' iw Iw
F�i7♦I:f':�SSIT7IFICSI•i7GY7i><'�fi�[Fif16�C7C['C1D7♦C�1(''iT•:•iFT��x1♦�Il�
;, -: a: J
•. L_a f•.T.•7SSS�s�GS�[Tl•QG����Fzi1F
•7FFiRF���� u :: a� _•ea1� .:.Lw
iaTf�l:l]1�SSF7�
B�yll_>.�SS�T.���T����T��T�t1sT���fr,^.-:[^:�:�Z7E3:•:�]lr:
�7[1ES�Tr1�7TF7Ti.1��TfF��I♦��T�iE-�i-7FFS1Fif�tl�
�2-
/ 16• HDPE ROOF DRAIN - MPROX 190 LF
AREA RESERVED FOR POTENTN i - -
FUTURE ACQUISITION BY THE CITY /// / / / / - - - _ - - - - _ - - -
FOR GRESWfAY ACCESS. // ��/i ��/ -245- - - - A_-7 - CALL BEFORE YOU DIGI
IN EFFECT FOR ONE YEAR FROM / // / / // j - �� ' - - _ -3? -- - -� ' - ' - NORTH CAROLINA LAW REQUIRES NOTIFICATION OF
CAPE OF SRIF PLM APPROVAL // /�/ -- - _ - - - - - - _ a ��� I� . - 2 l� �_ `- 250 �_' _ THE UNDERGROUND FACILITY OWNER NOT LESS
ANNUAL CHANCE FLOODPLAIN j/ //� j� - __ - - - J -- y� S \ ` `--
IX _ THAN TM (2) BUT NO MORE THAN TEN (10)
SCALED FROM WAKE COUNTY GS / / "Al / OO i ",Qj 2 �b _ \ - -- _ - KING DAYS PRIOR TO EXCAVATION OR
FROM PANEL 37201727001. - / ///� / - _ - _ __. - - - _ _ DEMOLITION
EFFECTIVE DATE MAY 2. 2006 J /�/ / _ / _ \R `\EIP -� \�� = zs__ RTH CARO
E -
/ EDGE OF WATER ���, ��, •�S00 \ 1 •� WWW.nC811.0�
���\ 1-80032 4949
v�DTrCHAXIMD SWALE mac'' CREEK 'Or FOP -PAP- \\� � � A �R'6g1 w \ + North Carolina On*Call Gerlier Inc.
10 If CONCRETE LEVELSPREADIER
RAUEIGIL 5H9 CLIMB, LED APPROVED FOR
CURVE TABLE LIB IM7.awsC 194
CURVE MC LENGTH RADIUS CHORD LENGTH CHORD BEADING BM 1�' - 1911 PERMITTING
C-1 36.84 1 762.33 36.63 S 7432'4 _ E P91j 1727.10-4!H7184
I C� /6.89' 362.33 76.]4'_.1. N_B4O715-
NOT FOR CONSTRUCTION
REVISIONS
No. DATE DESCRIPTION REV. BY
0
0
r�YCF o�ys_IO
r,
'4y�ArR P ��d
SS
8d�
p�
COORDINATOR:
Blair PInTTBn
DRAM BY:
HK BY:BPP
Z
W
m
W
Z
5�
c
Zp0
O < X
a- 00
W 0 ISE
00
V /1/ L
LU /=
0>
W
�~ J
M<
24X36
10 MAY 2018
1953-0072
GRADING
PLAN
BA2.0

OF r
—10'�
0 1'X4' OPENING
VIER 1
T_
WIER 2
0 2.5 5 10 15
SCALE 1"=5'
WIER SECTIONS
>� MANNOIE COWER
15' HOPE INLET
FROM STRUCTURE 3
15' HDPE OUTLET WEIR
TO SANDFILTER
10' HDPE OUTLET
TO FES
(STRUCTURE 1)
266.86
SECTION
15' HOPE INLET FROM
STRUCTURE 3
15' HOPE OUTLET
TO SANDFILTER
WEIR
/8' HOPE OUTLET
PLAN TO FES
(STRICTURE 1)
FLOW SPLITTER N.T.S.
V SON 40 OR SOR 35 SMOOTH WALL PERFORATED
P,C DROWN PIPF. MINIMUM 4 ROWS AROUND DIAMETER
OE PIPE, e' O.C. WITHIN EACH ROW FOR ENTIRE
LENGTH OF PIPE, PEFFORAT10N5 SHALL BE r'
DIAMETER. OTHER POPE CAN BE USED AS LONG AS
OPENINGS ARE MIN 0.664 INA/FT
(TMP OF 3)
UNDERORNN PIPES SHALL HANE A MINIMUM OF 3'
WASHED 057 STONE ABOVE AND ON EACH SIDE OF
THE PIPE (NOT BELOW) WITH 2' OF CHOKING
STONE BETWEEN 057 STONE AND THE SAND
S NOFILIEA -
CLEAN-OUT AT END OF
EA91 UINDE DROWN
WEIR 2
SAND FILTER - PLAN
WER I
WEIR 2
PROVIDE CIFANOUT. AT THE
END OF THE UNDE 644
SEK WITH A WATERTIGHT CAP
PRECASTREINFORCED
CONCRETE SAM Fl TER
BY STORMIRAP OR EQUAL
10'I PVC COLLECTION RPE
WITH OUTLET TH ROUGTH BOX.
PROVIDE WATER -VERDE
RUBBER BOOT AT CONNECTION
THROUGH BOX.
6'I PERFORATED PVC DROWN PIPE
WRAPPED WITH FILTER FABRIC
(TYP OF 3)
SAND FILTER - SECTION A -A
10'
2' 007 / 08 04WMG STONE - WASHED
3' 057 STONE - WASHED
PERFORATED PIPE
SAND MEDIA
BOTTOM OF SANDFILTER
PRECAST REINFORCED
CONCRETE SAND FILTER
BY STGRMIRAY OR EQUAL
PIPE FROM INLET 2
INV: 255.25
SEDIME I HASIN
WEIR I
-114
36' OPENING
FOR ACCESS
(TYP OF 3)
5 15
SCALE: 1--g
36' OPENING
FOR ACCESS
(TTP OF 2)
FINISH GRADE VARICS
SEE GRADING PLAN
cau
SEDIMENT BASIN
OUTLET FROM STRUCTURE 2
S
ebb
EOLNEM BASIN PERMANENT
10' POOL - EL 253.50
70'
RUBBER BOOT
PLANT SIDE WALL OF SEDIMENT 2 -MEM, 10 -MFM. AND
BASIN 6'
FROM BOAR" FOR IOD -YEAR STORY VOLUMES
SEpWENT
RED PLANT
DEATH INDICATOR. USE BY-PASS THE SANDFILTER
SANDFKTER - 24' OEPRI
SANDFILTER NOTES:
SAND FILTER MEDIA SHALL BE CLEANED,
1. ALL SLOPES DRAINING TO SAID FILTER SHALL BE
WASHED, COARSE MASONRY SAND (SUCH
STABLT7LTI PER THE NORM CAROLINA STATE EROSION
AS ASTMC33) WAIN PARTICLES LE55 THIN
AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL
2mm AVERAGE
2mm AYLHM:E DIAMETER. MINIMUM 2'
DIA
BEFORE SAND IS PLACED IN SAND BED.
CUTE
2. PRIOR TO ROUTINE INSPECTION AND MAINTENANCE OF
THE SANDFILTER, THESEDIMENT BASIN 5 TO BE DAWN
MANHOLE TO FLASH GRADE
NG
DOWN USIA PUMP TO A DEWATERING BAC.. SEE
OPERATIONS MANMORE DETAIL
UAL FOR .
0 2.5 5 ID 15
SCALE: 1'=S
UNDERDRAIN DETAIL NTS
WALL OF SANDFILTER
RUBBER BOOT
PIPE FROM
10' PVC OUTLET PIPE
10' PVC COLLECTION
PIPE
TO DAYUGNT -SEE
(iRApNG PLAN
BOTTOM OF SANDFTLTER
WEIR 1
PIPE CONNECTION DETAIL
NTS
I. aEMM MO GEERS 9—D ? RTMEA D � BW;IDB Tp MA141Y IXSPECf ME
PROM BEHBO INE IETEL Ill• IMI FHUM INS,A WEQMNNO NOTA PW XO TO THE. fYNSRORIXN OF
6 WOE
LEVEL aPREAOFA ME aVEAOX SMUCMF ON M AMNIA BILA THE LEWD. SPREADER, THE RECEIVING NKA SJgND
IOUNc SYMIE/V-ORM MID NTEN ALL SIOWN9 CPEAIEA THW ME HAVE —ARE IOPDWMIY TO PREVOT JAIME
U NED III. aA69 'B' WP -MIP 2 -MEM STORY. PION CQCDOMl10H BETaE ENTWXG A SIIHE
15' RCP APE 1. HIE LETEL YRGOEA AILD Ba'fFA SMODU) IM1ERLbIIOZ NOT OE9BY FOQXFFA OF ANY
60.5 BE 01E0(EO POR 90X5 OF EROSAIN NTER ALL WINLiINS 1101E0. NO p131II✓SAII¢ b N10MED IM
Nfl19E 01fTP WIIIOUi NFDRO APPROVAL
.9 ET41115 E W, to aN IAX4ER Twn THE
2-
SF 05' STEM TEM SIOIM. Al# VF ST— TIMI CIRONIE N 2 A LEVEL 5 INOOMB WA BE NSTAUEO
9 6 /5T STORE ME SECTION W /aT STORE 9NOIRB BE O N THE
wM NO P TO IA RTW = 4Dn0E
10' PIC oR 6 REYOVEn 1}N 1K SPpEADER to ro CNAIRE MA==
IAsWNWELUIN EL W THE
DDERwsE .AEA a
LLVEV SPiF/ODI w 3. ANT Fa1WA{AN a GULIES. .N EiE NF SOURCE OF COLON ME amucTlAF ALIO aCOAIE A
IST ATONE —R,O sHOU.OPF .` ,ssEO 90NE4 OF EROSON.
1' WOE COAL. RAi IS U61T JKL Slquul BE I40RESSID
UUO`A S1FiOFR MRO R M IPRIGIIDN a EROSpN NAMIPOL 3. OF POs t1CT if MI T S OX XD51IOF
ELLWTIPI 2585 Wl OR PE�RADiNL P XECESSARf. Sat F P0PI— OR COMPACT NFA TO L, O<
PLAN srANDN+o PRonoP rEsr uN¢HHGM IE�EL
9#IDErt IACAnON.
A. CGNS,RUCT FORMS USNG PLYNOoo A10
STARES.
I C14R AM PE-CIECR TIME THE TOP OF THE
IOIW6 AIF JF R 6 CAIIGa THAT THE LEVEL
SIVFAOEP 6 IML.
OURLT EIATM BLEND sWME / V-OIOI � lfLYl sWFADaR FpYa aHaan BE LDGIFD
SAIpXHER LIYm WIM QAR 'W TAH X/P HIE OONIF9DPE ENO OE THE dGM1FD MFA
9PRFAOER ID ). IOP OF FpNVi' SCUD BE
APPRaMAID,Y SMGKIN THIN THE NXIOININp
51.69 9AFAlf TOFII6LOPE ro Aunw aNF1lsE iLNw ro
Otl.YR Aro THE MNTTA.
I 1.18 Lem
uTOtQf/a7SWINEn USBW CONCRETE, pFATE A sYODTH �(ETIEEXIBE uNOER A'. SONE-IUWN DJITN AT EOXn 91RFACE.
tlf-NAgY otow —
SECTION
LEVELSPREADER
CALL BEFORE YOU 0101
NORTH
CAROLANA LAW REQUIRES NOTIFICATION OF
THE UNDERGROUND FACILITY DIMMER NOT LESS
THAN TWO (2) CVT NO MORE THAN TEN HOl
RgNO DAYS PRIOR TO EXCAVATION OR
RDewLrtaN
TH CARO I
11 www.nc811.org
14800-632-4949
NoM Caroikm One4all Confor, Inc.
REVISIONS
No. DATE DESCRIPTION REV. BY
APPROVED FOR
PERMITTING
NOT FOR CONSTRUCTION
I► .
h
m �g
p�
i
$e
COORDINATOR:
DRABG BY7-1:
HK BY: BPP
Z
W
2
W
0
Z
S�
Z
ZQJ
COQ
itU
LLJ
Y
JOit
('-1O
ZOfz
QOw
v
Rr Z
24X36
10 MAY 2018
7963.0072
DETAILS
FA3.0
PIPE FROM
STRUCTURE 2
WEIR 1
MANHOLE TO FLASH GRADE
MANHOLE TO FINISH OWE
STEPS AT MANHOLE
PIPE FROM ROOF DROWN
NV- 11i1.00
T ID.
fE
:fi
1
._ •
SEDIMENT BASIN
WEIR 2
SANDFILTER
STEPS AT MANHOLE
CUTLET PPE
SAND FILTER
N.T.S.
I. aEMM MO GEERS 9—D ? RTMEA D � BW;IDB Tp MA141Y IXSPECf ME
PROM BEHBO INE IETEL Ill• IMI FHUM INS,A WEQMNNO NOTA PW XO TO THE. fYNSRORIXN OF
6 WOE
LEVEL aPREAOFA ME aVEAOX SMUCMF ON M AMNIA BILA THE LEWD. SPREADER, THE RECEIVING NKA SJgND
IOUNc SYMIE/V-ORM MID NTEN ALL SIOWN9 CPEAIEA THW ME HAVE —ARE IOPDWMIY TO PREVOT JAIME
U NED III. aA69 'B' WP -MIP 2 -MEM STORY. PION CQCDOMl10H BETaE ENTWXG A SIIHE
15' RCP APE 1. HIE LETEL YRGOEA AILD Ba'fFA SMODU) IM1ERLbIIOZ NOT OE9BY FOQXFFA OF ANY
60.5 BE 01E0(EO POR 90X5 OF EROSAIN NTER ALL WINLiINS 1101E0. NO p131II✓SAII¢ b N10MED IM
Nfl19E 01fTP WIIIOUi NFDRO APPROVAL
.9 ET41115 E W, to aN IAX4ER Twn THE
2-
SF 05' STEM TEM SIOIM. Al# VF ST— TIMI CIRONIE N 2 A LEVEL 5 INOOMB WA BE NSTAUEO
9 6 /5T STORE ME SECTION W /aT STORE 9NOIRB BE O N THE
wM NO P TO IA RTW = 4Dn0E
10' PIC oR 6 REYOVEn 1}N 1K SPpEADER to ro CNAIRE MA==
IAsWNWELUIN EL W THE
DDERwsE .AEA a
LLVEV SPiF/ODI w 3. ANT Fa1WA{AN a GULIES. .N EiE NF SOURCE OF COLON ME amucTlAF ALIO aCOAIE A
IST ATONE —R,O sHOU.OPF .` ,ssEO 90NE4 OF EROSON.
1' WOE COAL. RAi IS U61T JKL Slquul BE I40RESSID
UUO`A S1FiOFR MRO R M IPRIGIIDN a EROSpN NAMIPOL 3. OF POs t1CT if MI T S OX XD51IOF
ELLWTIPI 2585 Wl OR PE�RADiNL P XECESSARf. Sat F P0PI— OR COMPACT NFA TO L, O<
PLAN srANDN+o PRonoP rEsr uN¢HHGM IE�EL
9#IDErt IACAnON.
A. CGNS,RUCT FORMS USNG PLYNOoo A10
STARES.
I C14R AM PE-CIECR TIME THE TOP OF THE
IOIW6 AIF JF R 6 CAIIGa THAT THE LEVEL
SIVFAOEP 6 IML.
OURLT EIATM BLEND sWME / V-OIOI � lfLYl sWFADaR FpYa aHaan BE LDGIFD
SAIpXHER LIYm WIM QAR 'W TAH X/P HIE OONIF9DPE ENO OE THE dGM1FD MFA
9PRFAOER ID ). IOP OF FpNVi' SCUD BE
APPRaMAID,Y SMGKIN THIN THE NXIOININp
51.69 9AFAlf TOFII6LOPE ro Aunw aNF1lsE iLNw ro
Otl.YR Aro THE MNTTA.
I 1.18 Lem
uTOtQf/a7SWINEn USBW CONCRETE, pFATE A sYODTH �(ETIEEXIBE uNOER A'. SONE-IUWN DJITN AT EOXn 91RFACE.
tlf-NAgY otow —
SECTION
LEVELSPREADER
CALL BEFORE YOU 0101
NORTH
CAROLANA LAW REQUIRES NOTIFICATION OF
THE UNDERGROUND FACILITY DIMMER NOT LESS
THAN TWO (2) CVT NO MORE THAN TEN HOl
RgNO DAYS PRIOR TO EXCAVATION OR
RDewLrtaN
TH CARO I
11 www.nc811.org
14800-632-4949
NoM Caroikm One4all Confor, Inc.
REVISIONS
No. DATE DESCRIPTION REV. BY
APPROVED FOR
PERMITTING
NOT FOR CONSTRUCTION
I► .
h
m �g
p�
i
$e
COORDINATOR:
DRABG BY7-1:
HK BY: BPP
Z
W
2
W
0
Z
S�
Z
ZQJ
COQ
itU
LLJ
Y
JOit
('-1O
ZOfz
QOw
v
Rr Z
24X36
10 MAY 2018
7963.0072
DETAILS
FA3.0

1, MICHAEL A. MOSS, CERTIFY THAT THIS PLAT
NOTARY PUBLIC
WAS DRAWN UNDER MY SUPERVISION FROM AN
MY COMMISSION EXPIRES:
ACTUAL SURVEY MADE UNDER MY SUPERVISION;
MAKE COUNTY.2
THAT THE SOURCE OF INFORMATION FOR THE
SURVEY IS SHOWN HEREON; THAT THE BOUNDARIES
NOT SURVEYED ARE CLEARLY INDICATED; THAT THE
�p.E..
w�������
X10 CAR,
�Rp
RATIO OF PRECISION IS GREATER THAN 1:10.000;
THAT THIS PLAT WAS PREPARED IN ACCORDANCE
Q'(N
,y{g���yp} E,$$%�-.4y
'�` 0
WITH G.S. 47-30 AS AMENDED: AND THAT THIS MAP+
.9
'fQ
MEETS THE REQUIREMENTS OF THE STANDARDS OF
l SEAL i
PRACTICE FOR LAND SURVEYING IN NORTH CAROLINA = L-3794 J -
NCAC
(21 56. 1600). WITNESS MY ORIGINAL SIGNATURE, •.(� Q•:
REGISTRATION NUMBER AND SEAL ��j'-,'Lb �P �z
THIS •3� DAY .2017.
su
���jCojj"'-
PROFESSIONAL LAND SURVEYOR (L-3794)
THIS CERTIFIES AND WARRANTS THAT THE UNDERSIGNED IS (ARE) THE
SOLE OWNER(S) OF THE PROPERTY SHOWN ON THE MAP OR PLAT AND
ANY ACCOMPANYING SHEETS HAVING ACQUIRED THE PROPERTY IN FEE
SIMPLE BY DEED(S) RECORDED IN THE COUNTY REGISTER OF DEEDS
OFFICE WHERE THE PROPERTY IS LOCATED AND AS SUCH HAS (HAVE)
THE RIGHT TO CONVEY THE PROPERTY IN FEE SIMPLE.
BOOK NO.: 15779
PAGE NO.:
1891
SIGNATURES) & TITLE/POSITION OF PROPERTY OWNER(S):
�I IPt.I ftf.-k'�t c � s�� L li✓..G [.99..�jN��
STATE OF NORTH CAROLINA
COUNTY OF WAKE
I CERTIFY THAT THE FOLLOWING PERSON(S) PERSONALLY
APPEARED BEFORE ME THIS DAY, EACH ACKNOWLEDGING TO
ME THAT HE OR SHE VOLUNTARILY SIGNED THE FOREGOING
DOCUMENT FOR THE PURPOSE STgTED THEREIN AND IN THE
CAPACITY INDICATED: �' BMJGG L 6tlitt7i411 s
DATE: Qef0,0A4 i - S'y . 2017
r
r f
l I I
r 1 �
� r 1
y{ /
r r 7—
mr MAP \ ! ! z
v
\ � r
IS
N
DEED BOON 14196. PPAG 9 50
BOON OF MAPS 1982. PICS 593
PM/ 1727.11 -SS -1879
DOSTING
1 -STORY
max.
I _
I
I
I � /
i J Is ANNUOL CHANCE FL000PUN-
Srt'Mm FROM WNQ C"m Go
FROM PANEL 372D1727041,
EFFECT1vE DATE MAY 2, 2008 /
PALEIGH CURL LLC
DEm L7001( 8005, PAGE 194
BOOK aF IMPS RIVE, PAGE 1953 EFFR
F
TNM/1727,10-45-1154
ri4, •.w
.\ X77 TT t
WELLMO1ISE FO VAULT
O
EP -2 MTEL.
I
It /
17 •nT3 � `-
'\
a
s 34=7sq�ft.
/ PIP0.786 AC.
g 57.4' 3
GRAVEL
t oads )
r 10 \ l y
pp
31,2!11 `"L
0.718
(1 AM AO.) NELLIIOIISE
NEW LOT UNE /
40' CRY 01 RALi
/ SANITARY SEW E45DOU
&M. 198& PAGE 149
r 4e
r\ A
\-_ r --- _�
/
LINE TABLE
UNE . BEARING DISTANCE
L -t S 71'48 32' E 4.23
ZONE AE 7�
FROM
GIS
727000,
2. 2005
FORIER LOT UK l
/ IERFBY REmovw
camING
METAL
/
GRAVEL / ORAVEL
/ .
`15.6' Plattedp
MUSE *PER RIPARIAN DUFFER
L\ r
`EGm,. _ �tV
PERRY CIEFX/LREDW LAKE
CURVE TABLE
CURVE I ARC LENGTH I RADIUS I CHORD LENGTH 1 CHORD BEARING
C-1 1 38.84 362.33 38.83 S 7,r52-47- E
C-2 76.89' 1 382.33 76.74 N W 02 15 W
CAWTHORNE, MOSS & PANCIERA,
M
IMEIGH SO CLIA, LLC
0® 800K 8005• PAGE 194
B00N W MAPS 1997, PARE 1983
Mq 1727.10-45-1154
I, MICHAEL A. MOSS, PROFESSIONAL LAND SURVEYOR 140. L-3794, CERTIFY
THAT THIS PLAT 15 OF A SURVEY OF ANOTHER CATEGORY, SUCH AS THE
RECOMBINATION OF EXISTING PARCELS, A COURT ORDERED SURVEY,
OR OTHERS EXC
EPTI
ON TO THE DEFINITION OF SUBDIVISION.
MICHAEL A. MOSS, PROFESSIONAL LAND SURVEYOR NO. L-3794
P.C. PROFESSIONAL LAND SURVEYORS, C-1525. 333 S.
N
W1LBlON CW& LLA
0BDA( BOOS, PACE 194
80011R OF MMS 1997, PACE 1953
P9y 1727.10-45-1754
or map I not a subdivision, but a recombirlation of previously
roP". 9M mep V fftutmy RquImrr*m fm recoramg _
THIS PLAT IS NOT 40, BE
RECORDED
DAY OF
ONE (1) COPY TO BE
RETAINED FOR THE CITY.
THIS PLAT IS _JN
ITT OF THE CITY
MATS.
A-1 /h
FLOOD �P� WN ORDINANCE
4
f [ rmM PANEL 3 7 111 17 2200-1
] OTHER
ITROL coNER. APPROVED BY: N LL3 121!3/!7
r75381A0
172542&90
AREAS IDENTIFIED AS MEUSE RIVER RIPARIAN
BUFFER SHALL BE MAINTAINED IN PERPETUITY
IN THEIR NATURAL OR MITIGATED CONDITION.
NO PERSON OR ENTITY SHALL FILL. GRADE,
EXCAVATE, OR PERFORM ANY OTHER
LAND -DISTURBING ACTIVITIES; NOR CUT,
REMOVE, OR HARM ANY VEGETATION; NOR
CONSTRUCT ANY STRUCTURES NOR ADD ANY
ADDITIONAL IMPERMUOS SURFACE, NOR ALLOW
ANIMAL GRAZING OR WATERING OR ANY OTHER
AGRICULTURAL USE ON SUCH PROTECTED
AREAS WITHOUT WRITTEN AUTHORIZATION OF
VICINITY MAP
AREA COMPUTED BY COORPKAIE IETpD.
TETE B No MOW MOMIIIE rr MANN Z00O w TNS PROPERTY.
- TNS PROPEMTY MAY BE SIAHIDCT 10 IEUY N%V RPARIAN BLWM HUES.
CALL N.C. DIWSI0N OF WATER CLMUTY TO YEREY (919-7N-4200).
THIS SITE IS PARTWAY WITHIN A FLOOD
HAZARD AREA PER FLOOD INSURANCE
RATE MAP NUMBER 3720172700 J,
EFFECTIVE DATE MAY 2. 2006.
LEGEND:
EIP - EXISTING IRON PIPE
LPK - EXISTING PK NAIL
NIP - NEW IRON PIPE SET
R/W - RIGHT OF WAY
CAN - CABLE TV BOX
EB - ELECTRIC BOX
TEL - TELEPHONE PEDESTAL
PP - POWER POLE
OHL - OVERHEAD UNE
LP - LIGHT POLE
WM - WATER METER
WV - WATER VALVE
CO - SEWER CLEAN-OUT
UNE TYPE LEGEND
PROPERTY LINE - LRE SURVEYED
— NWT -W -WAY
— AD.OEaNO L17E - UE NOT RAMPED
—_ . -- - OEEINIEIID LIRE
— — — E IDWNTLDING GN
— — eL91EM
/�ARYAZg�rEM
RECOMBINATION SURVEY FOR
LOTS 16 & 17
RALEIGH INDUSTRIAL PARK
OWNER: SAL REAL ESTATE, LLC
REF: D.B. 15779, PG. 1891
REF: B.M. 1982, PG. 593
NEUSE TOWNSHIP
CITY OF RALEIGH
WAKE COUNTY, NORTH CAROLINA
40 20 0 40 80
SCALE 1"=40'
THE DIVISION OF WATER QUALITY (DWQ) OR NOVEMBER 10, 2017
COMPLIANCE WITH THE RIPARIAN BUFFER In PROTECTION RULES (15A NCAC 28 .0233 OR ZONED: n SHOD 2
.0259). THIS COVENANT IS TO RUN NTH THE PIN # 1727.11-55-3524
LAND, AND SHALL BE BINDING ON THE OWNER,
AND ALL PARTIES CLAIMING UNDER IT. PIN # 1727.11-55-4531
CASE# R-147-2017
RA006'�t6 TRANSACTION: 535840
WHITE STREET, P.O. BOX 1253. WAKE FOREST N.C.. 27586. [phone]
NOTARY PUBLIC
PRINTED NAME: 1
MY COMMISSION EXPIRES:
.3, OW
MAKE COUNTY.2
0 EiL)
CHARLES P.GILLIAN
........
REGISTER OF DEEDS
r•t
PRESENTED & RECORDED ON
12115/2417 13:1S:37
mfr: ®06� :*E
DOOK:3N2017 PAGE:/2543
���jCojj"'-
r
r f
l I I
r 1 �
� r 1
y{ /
r r 7—
mr MAP \ ! ! z
v
\ � r
IS
N
DEED BOON 14196. PPAG 9 50
BOON OF MAPS 1982. PICS 593
PM/ 1727.11 -SS -1879
DOSTING
1 -STORY
max.
I _
I
I
I � /
i J Is ANNUOL CHANCE FL000PUN-
Srt'Mm FROM WNQ C"m Go
FROM PANEL 372D1727041,
EFFECT1vE DATE MAY 2, 2008 /
PALEIGH CURL LLC
DEm L7001( 8005, PAGE 194
BOOK aF IMPS RIVE, PAGE 1953 EFFR
F
TNM/1727,10-45-1154
ri4, •.w
.\ X77 TT t
WELLMO1ISE FO VAULT
O
EP -2 MTEL.
I
It /
17 •nT3 � `-
'\
a
s 34=7sq�ft.
/ PIP0.786 AC.
g 57.4' 3
GRAVEL
t oads )
r 10 \ l y
pp
31,2!11 `"L
0.718
(1 AM AO.) NELLIIOIISE
NEW LOT UNE /
40' CRY 01 RALi
/ SANITARY SEW E45DOU
&M. 198& PAGE 149
r 4e
r\ A
\-_ r --- _�
/
LINE TABLE
UNE . BEARING DISTANCE
L -t S 71'48 32' E 4.23
ZONE AE 7�
FROM
GIS
727000,
2. 2005
FORIER LOT UK l
/ IERFBY REmovw
camING
METAL
/
GRAVEL / ORAVEL
/ .
`15.6' Plattedp
MUSE *PER RIPARIAN DUFFER
L\ r
`EGm,. _ �tV
PERRY CIEFX/LREDW LAKE
CURVE TABLE
CURVE I ARC LENGTH I RADIUS I CHORD LENGTH 1 CHORD BEARING
C-1 1 38.84 362.33 38.83 S 7,r52-47- E
C-2 76.89' 1 382.33 76.74 N W 02 15 W
CAWTHORNE, MOSS & PANCIERA,
M
IMEIGH SO CLIA, LLC
0® 800K 8005• PAGE 194
B00N W MAPS 1997, PARE 1983
Mq 1727.10-45-1154
I, MICHAEL A. MOSS, PROFESSIONAL LAND SURVEYOR 140. L-3794, CERTIFY
THAT THIS PLAT 15 OF A SURVEY OF ANOTHER CATEGORY, SUCH AS THE
RECOMBINATION OF EXISTING PARCELS, A COURT ORDERED SURVEY,
OR OTHERS EXC
EPTI
ON TO THE DEFINITION OF SUBDIVISION.
MICHAEL A. MOSS, PROFESSIONAL LAND SURVEYOR NO. L-3794
P.C. PROFESSIONAL LAND SURVEYORS, C-1525. 333 S.
N
W1LBlON CW& LLA
0BDA( BOOS, PACE 194
80011R OF MMS 1997, PACE 1953
P9y 1727.10-45-1754
or map I not a subdivision, but a recombirlation of previously
roP". 9M mep V fftutmy RquImrr*m fm recoramg _
THIS PLAT IS NOT 40, BE
RECORDED
DAY OF
ONE (1) COPY TO BE
RETAINED FOR THE CITY.
THIS PLAT IS _JN
ITT OF THE CITY
MATS.
A-1 /h
FLOOD �P� WN ORDINANCE
4
f [ rmM PANEL 3 7 111 17 2200-1
] OTHER
ITROL coNER. APPROVED BY: N LL3 121!3/!7
r75381A0
172542&90
AREAS IDENTIFIED AS MEUSE RIVER RIPARIAN
BUFFER SHALL BE MAINTAINED IN PERPETUITY
IN THEIR NATURAL OR MITIGATED CONDITION.
NO PERSON OR ENTITY SHALL FILL. GRADE,
EXCAVATE, OR PERFORM ANY OTHER
LAND -DISTURBING ACTIVITIES; NOR CUT,
REMOVE, OR HARM ANY VEGETATION; NOR
CONSTRUCT ANY STRUCTURES NOR ADD ANY
ADDITIONAL IMPERMUOS SURFACE, NOR ALLOW
ANIMAL GRAZING OR WATERING OR ANY OTHER
AGRICULTURAL USE ON SUCH PROTECTED
AREAS WITHOUT WRITTEN AUTHORIZATION OF
VICINITY MAP
AREA COMPUTED BY COORPKAIE IETpD.
TETE B No MOW MOMIIIE rr MANN Z00O w TNS PROPERTY.
- TNS PROPEMTY MAY BE SIAHIDCT 10 IEUY N%V RPARIAN BLWM HUES.
CALL N.C. DIWSI0N OF WATER CLMUTY TO YEREY (919-7N-4200).
THIS SITE IS PARTWAY WITHIN A FLOOD
HAZARD AREA PER FLOOD INSURANCE
RATE MAP NUMBER 3720172700 J,
EFFECTIVE DATE MAY 2. 2006.
LEGEND:
EIP - EXISTING IRON PIPE
LPK - EXISTING PK NAIL
NIP - NEW IRON PIPE SET
R/W - RIGHT OF WAY
CAN - CABLE TV BOX
EB - ELECTRIC BOX
TEL - TELEPHONE PEDESTAL
PP - POWER POLE
OHL - OVERHEAD UNE
LP - LIGHT POLE
WM - WATER METER
WV - WATER VALVE
CO - SEWER CLEAN-OUT
UNE TYPE LEGEND
PROPERTY LINE - LRE SURVEYED
— NWT -W -WAY
— AD.OEaNO L17E - UE NOT RAMPED
—_ . -- - OEEINIEIID LIRE
— — — E IDWNTLDING GN
— — eL91EM
/�ARYAZg�rEM
RECOMBINATION SURVEY FOR
LOTS 16 & 17
RALEIGH INDUSTRIAL PARK
OWNER: SAL REAL ESTATE, LLC
REF: D.B. 15779, PG. 1891
REF: B.M. 1982, PG. 593
NEUSE TOWNSHIP
CITY OF RALEIGH
WAKE COUNTY, NORTH CAROLINA
40 20 0 40 80
SCALE 1"=40'
THE DIVISION OF WATER QUALITY (DWQ) OR NOVEMBER 10, 2017
COMPLIANCE WITH THE RIPARIAN BUFFER In PROTECTION RULES (15A NCAC 28 .0233 OR ZONED: n SHOD 2
.0259). THIS COVENANT IS TO RUN NTH THE PIN # 1727.11-55-3524
LAND, AND SHALL BE BINDING ON THE OWNER,
AND ALL PARTIES CLAIMING UNDER IT. PIN # 1727.11-55-4531
CASE# R-147-2017
RA006'�t6 TRANSACTION: 535840
WHITE STREET, P.O. BOX 1253. WAKE FOREST N.C.. 27586. [phone]