20161072 Ver 2_Riparian Buffer Authorization Request_20210607

Buffer Authorization Application Form
15ANCPG 02B .0233 (8)(b), .0243 (8)(b), .0250 (11)(b), .0259 (8)(b), .0267 (11)(c), .0607 (e)(2) Buffer Authorization Online Form -
Update 10/23/2018
Water Resources
ENVIRONMENTAL QUALITY
Original Submittal 6/7/2021
A. Owner/Applicant Information
General Information
Primary Contact Email:*
Who is submitting the application?*
1. Property Owner Information:
la. Name on Recorded Deed:*
1b. Responsible Party:
lc. Mailing Address:*
Id. Telephone:*
[phone]
3. Agent Information:
3a. Name:
3b. Company Affiliation:
[e-mail]
Please list the contact person's email for questions or payrrent on this project if needed.
r Owner
r Applicant other than Owner
17 Agent
GFR Properties, LLC
Geff Rucker
(for Corporations)
Street Address
1418 Aversboro Road
Address Line 2
Clty State / Ftovince / Region
Garner NC
Fbstal / Zip Code Country
27529-3981 US
3c. Mailing Address: Street Address
Address Line 2
aty
Fbstal / Zip Code
3d. Telephone:
1e. Email Address:* [e-mail]
3e. Email Address:
State / Ftovince / Region
Country
3f. Attach a signed and dated copy of the agent aick the upload button or drag and drop files here to attach docurrent
authorization form. FDFCnly
B. Project Information and Prior Project History
1. Project Information

la. Name of Project:* Leighson Landing
(Subdivision, facility, or establishment nave)
1b. Is this a publicly -funded transportation project?*
f Yes
C- No
Id. Subdivision Name: Leighson Landing
le. Nearest
Municipality:
Garner
If. Property Size: 1.66
acres
lg. County (or Counties) where the project is located:*
Wake
1h. PropertylD#
1710374934
Tax RN or Parcel id
1 i. Deed Information
Date of Purchase
6/25/2003
Type of Book
Book#
Page#
Deed
010219
01519
Map
J
1j. Attach a copy of the recorded map that indicates when the lot was last platted.
dick the upload button or drag and drop files here to attach document
FDF only
1k. How would you like to provide the Latitude and Longitude information?*
r Address Lookup
F Manually
Latitude * 35.694537
Longitude *
11. Is the project located in any of North Carolina's twenty coastal counties?*
r Yes
4 No
2. Surface Waters
2a. Name of the nearest body of water to proposed project:*
Reedy Branch
2b. Water Quality Classification of nearest receiving water:*
WS-III; NSW
-78.617918
2c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:*
21
(linear feet only)
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 project site encompasses approximately 1.66 acres located to the south of
Poole Drive, west of Aversboro Road in Garner, Wake County, North Carolina. The
project site is currently undeveloped with successional forest approximately 10 to 15
years in age located across the majority of the site, with older mixed hardwood
forests located along the western site boundary. A delineation of the site was
completed by Timmons Group on March 23, 2021, which identified one main stream
segment along the northwestern site boundary and continuing off -site within 50-ft of
the western boundary. A smaller stream segment flows east to west from an off -site
culvert into the stream feature in the northwestern corner of the site. No wetland
features were identified within the site. The proposed project will avoid impacts to
the aforementioned stream features and result in minor impacts to stream buffers
within the southwestern portion of the site.
3b. Attach an 8 1/2 x 11 excerpt from the most recent version of the USGS topographic map indicating the location of the site.
Click the upload button or drag and drop files here to attach docurrent
Figure 1 - VIC.pdf 931.46KB
IMF only
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.
Click the upload button or drag and drop files here to attach docurrent
Figure 5 - NRCS.pdf
FDF only
4. Proposed Activity
688.2KB
Provide a detailed description of the proposed activity including its purpose and include the type of equipment to be used:*
The purpose of the proposed project is to construct an affordable and family -
friendly residential subdivision with community cohesion and the necessary
amenities within the southern section of the Town of Garner, designed to provide
housing to the southeastern portion of Wake County, North Carolina.
Attach a site plan as applicable to the project:
Oickthe upload button or drag and drop files here to attach docurrent
Leighson Landing_Proposed Site Plans.pdf
Figure 7 - WTIM.pdf
ItF only
5. Jurisdictional Determinations
2.39MB
1.27MB
5a. Have jurisdictional wetlands or stream determinations by the Corps or State been requested or obtained for this
property/project (including all prior phases) in the past?*
5b. Who did the determination on the jurisdictional areas?
Who did the determination?
List name if known
Date
Attach
Corps
David Bailey
(IVnrre if known)
04/29/2021
Leighson
Landing_SAW-
2021-00877
Confirmation.p..
118.9..
Figure 6 -
WTDM.pdf
2.93M.
pdf oriN

State
Andrew Kiley
(N}arre f (mown)
05/27/2021
Leighson
Landing_Buffer
Determination
Letter.pdf
pdf only
2.43M.
*** Please include the date of the determination and upload a copy of the determination.
Comments:
6. Project History
6a. Have permits or certifications been requested or obtained for this project (including all prior phases) in the past?*
✓ Yes
✓ No
7. Future Project Plans
7a. Is this project a phased project?*
C. Proposed Impacts Inventory
Buffer Impacts
c Yes
CD No
Project is in which protected Basin?*
t: Neuse River Basin (15A NCAC 02B.0233)
C' Catawba River Basin (15A NCAC 02B.0243)
✓ Randleman Lake Watershed (15A NCAC 02B.0250)
✓ Tar -Pamlico River Basin (15A NCAC 02B.0259)
✓ Jordan Lake Watershed (15A NCAC 02B.0267)
✓ Goose Creek Watershed (15A NCAC 02B.0606 & 15A NCAC 02B.0607)
Individually list all buffer impacts below. If any impacts require mitigation, then you MUST fill out Section D of this form.
Site# -Reason
Stream Name
Buffer Impact*
Impact Type*
Zone 1
Zone 2
Impact 1 (SCM
Conveyance)
Map label (e.g. Read
dossing 1)
A (UT to
Swift Creek)
Permanent
(P)
Ibrmor Tenp
Allowable w/
mitigation
51.00
Square
Fit
0.00
Square
Feet
Impact 1 (SCM
Conveyance)
Map label (e.g. Read
Crossing 1)
A (UT to
Swift Creek)
Permanent
(P)
1=brmor Tenp
Allowable
0.00
Square
Feet
684.00
Square
Feet
Total Zone 1 Impacts: 51.00
Total Zone 2 Impacts: 684.00
Total Buffer Impacts: 735.00
Comments:

The proposed Leighson Landing residential development will consist of 4 multi-
family housing buildings with a total of approximately 12 townhome units and
associated amenities, including roadway, stormwater control measures (SCMs), and
utility improvements (i.e. public water supply and sanitary sewer alignment).
The proposed project requires installation of SCMs to treat the drainage area in
compliance with the Town of Garners state -approved stormwater program. As a
result, one bioretention pond, located in the southwestern corner of the site, is
proposed with a drainage conveyance and riprap dissipater pad to treat stormwater
from the project drainage area and allow for diffuse flow into Zone 1 of the riparian
buffer. The proposed drainage conveyance will also provide a bypass of existing
stormwater drainage from off -site areas upslope of the site. Stormwater conveyed
through the bypass from off -site areas will not be treated by the proposed SCM.
The proposed impact will result in 684-sq.ft. of permanent Zone 2 and 51-sq.ft. of
permanent Zone 1 buffer impacts. Impacts to Zone 2 are Allowable, while impacts to
Zone 1 are allowable with mitigation since the impact will require vegetation removal
for riprap pad installation.
No additional impacts to Waters of the US are proposed.
The proposed project is a single and complete phase with appropriate land use
control measures in place for specific areas which require them. Traditional
equipment will be used consisting of front-end loaders, bulldozers, paving
equipment, graders, and earth movers.
D. Impact Justification and Mitigation
1. Avoidance and Minimization
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project.*
Impacts to jurisdictional features have been avoided and minimized to the maximum
extent practicable by incorporating resourceful site planning, including the utilization
of the wetland delineation to adjust the layout to avoid and minimize impacts.
Avoidance and minimization measures were also accomplished during the design
phase of the project. The proposed impacts are required in order for the project's
goals to be realized.
The proposed bioretention pond and new stormwater conveyance are required by
the Town of Garner's state -approved stormwater management plan to treat
stormwater from the drainage area before being discharged to nutrient sensitive
waters. Additional impacts to riparian buffers were avoided by bypassing stormwater
flow from upstream properties through the site to the proposed stormwater
conveyance, reducing the necessary number of conveyances through the riparian
buffer.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.*

Proper sedimentation and erosion control methods will be utilized during all phases
of construction and installation as described in accordance with the requirements of
the North Carolina Department of Environment and Natural Resources: Erosion
Control Planning and Design Manual (May 2013) and local codes. All work will take
place during dry conditions and can be facilitated from high, non -jurisdictional,
stable ground. The contractor shall install silt fence, inlet protection, sediment traps,
diversion ditches, temporary coffer dams, tree protection, and clearing only as
necessary to install devices. All erosion and sediment control measures will be
checked for stability and operation following every runoff producing rainfall, but in
no case less than once every week. Any needed repairs will be made immediately to
maintain all measures designed. An erosion control inspections report is required
and will be kept by the owner's representative. Temporary seeding and permanent
seeding plans are included to restore impacted areas. The project will meet all
relative requirements of Best Management Practices and Engineered Stormwater
Control Structures as outlined through State and Local Stormwater Rules. Measures
will be taken to prevent oil, tar, trash, debris, and other pollutants from entering the
adjacent jurisdictional features. Any excess excavated materials not utilized as back
fill will be placed and contained within upland areas and permanently stabilized to
prevent erosion into adjacent jurisdictional features. Therefore, stockpiling of
excavated material within jurisdictional Waters of the US will be strictly prohibited as
part of the construction of this project. All project construction activities initiated
within jurisdictional Waters of the US will be carried to completion in an expeditious
manner to minimize the period of disturbance within the jurisdictional streams.
Disturbed portions of Zone 1 and Zone 2 will be seeded and stabilized immediately
following disturbance.
2. Buffer Mitigation
2a. The table below identifies the square footage of impact to each zone of the riparian buffer and the required mitigation.
Zone 1
Total Impact
Multiplier
Required Mitigation
51.00
Square Feet
3
153
Square Feet
Zone 2
Total Impact
Multiplier
Required Mitigation
0.00
Square Feet
1.50
0.00
Square Feet
2b. What is the mitigation plan proposed for
this project?*
▪ Payment to private mitigation bank
❑ Payment to Division of Mitigation (DMS)
❑ Permittee responsible mitigation
2e. Attach statement of availability from mitigation provider.*
aick the upload button or drag and drop files here to attach docurrent
RES Buffer SOA - Leighson Landing.pdf 119.18KB
FwF only
2g. Comments:
E. Diffuse Flow Plan
Payment to a private mitigation bank, Resource Environmental Solutions, LLC
(RES) for the required amount of credits.
la. What type of SCM are you providing?*

✓ Level Spreader
✓ Vegetated Conveyance (lower SHWT)
✓ Wetland Swale (higher SHWT)
✓ Proposed project will not create concentrated stormwater flow through the
buffer
rJ Other SCM that removed minimum of 30% nitrogen
1b. Describe how diffuse flow will be maintained:*
The SCM depicted on sheet C3.0 of the attached plans will control flow leaving the
site. The post -development flow from the SCM is providing non -erosive flow with
riprap at the culvert outlet.
lc. Diffuse Flow Documentation*
F. Supplementary Information
Environmental Documentation
Click the upload button or drag and drop files here to attach docurrent
Leighson Landing_Proposed Site Plans.pdf 2.39MB
Figure 7 - WTIM.pdf 1.27MB
FEF only
la. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?
✓ Yes
C' No
Violations
2a. Is the site in violation of DWR Wetland Rules (15A NCAC 02H .0500), Isolated 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 buffer authorization application?
6- No
G. Additional Information
Please upload any additional information you would like the Division to consider during application review.
Additional Attachments:
Additional Comments:
H. Sign and Submit
aick the upload button or drag and drop files here to attach docun ent
FEF only
By digitally signing below, I certify that:
o I have given true, accurate, and complete information on this form;
• I agree that submission of this form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic
Transactions Act")
o I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic
Transactions Act");
o I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
• I intend to electronically sign and submit the application form."
Print Name:* Sydni L. Law

Signature
Submission Date:
06/07/2021
(Auto populated field)

Initial Review
Is this accepted into the review process?*
Is this project a public transportation
project? *
e Yes O No
O Yes
e No
ID#* 20161072
Version:* 2
Select Reviewer: Stephanie Goss:eads\szgoss
Select Reviewing Office * Raleigh Regional Office - [phone]
Has payment been received?* ( No Payment Needed
✓ Fee Received
✓ Need Fee - send electronic notification

fires
EBX Buffer Mitigation Banks
Statement of Availability June 4, 2021
NC Division of Water Resources
Joshua Brigham
512 N. Salisbury St.
Archdale Building, 9th floor
Raleigh, NC 27604
Re Project: Leighson Landing
This document confirms that the GFR Properties, LLC (Applicant) for the Leighson Landing (Project)
has expressed an interest to utilize 153.00 Square Feet of Riparian Buffer Mitigation Credits from one
or both of the following banks, EBX-Neuse I, LLC Neuse Riparian Buffer Umbrella Mitigation Bank or
EBX Upper Neuse Riparian Buffer Umbrella Mitigation Bank. Specific bank sites that will be debited
will either be Buffalo Branch, Bucher, Selma Mill, Cedar Grove, Polecat, Stone Creek, Hannah Bridge,
Meadow Spring, Poplar Creek, Uzzle and/or Hatley, all located in HUC 03020201. As the official Bank
Sponsor, EBX-Neuse I, LLC and EBX, attests to the fact that mitigation is available for reservation at this
time.
These mitigation credits are not considered secured, and consequently are eligible to be used for alternate
purposes by the Bank Sponsor, until payment in full is received from the Applicant resulting in the
issuance of a Mitigation Credit Transfer Certificate by the bank acknowledging that the Applicant has
fully secured credits from the bank and the Banker has accepted full responsibility for the mitigation
obligation requiring the credits/units.
The Banker will issue the Mitigation Credit Transfer Certificate within three (3) days of receipt of the
purchase price. Banker shall provide to Applicant a copy of the Mitigation Credit Transfer Certificate and
a documented copy of the debit of credits from the Bank Official Credit Ledger(s), indicating the permit
number and the resource type secured by the applicant. A copy of the Mitigation Credit Transfer
Certificate, with an updated Official Credit Ledger will also be sent to regulatory agencies showing the
proper documentation.
Please contact me at 919-209-1075 or [e-mail] if you have any questions or need additional
information.
Best Regards,
Caitlan B. Parker
Resource Environmental Solutions, LLC
701 E. Bay Street, Suite 306
Charleston, SC 29403
Bank Sponsor — EBX-Neuse I, LLC or Environmental Banc & Exchange (EBX)

Path: Y:\805\37931 - Leighson Landing\GIS\37931-JD-VIC.mxd
FRANCES DR
pooLE DP
~rWOOD DR
Site limits are survey located by Timmons Group.
Topographic imagery from USGS.
wADE AVE
PHILLIP ST
-57
-17
BERKSHIRE DR
cl
BEELEAPIS m<.
Site Limits
HEATHER PARK DP
Av ersboro
: Elem Sch
LAWNDALE ST
LAKESIDE lR
LEIGHSON LANDING
WAKE COUNTY, NORTH CAROLINA
FIGURE 1: VICINITY MAP
TIMMONS GROUP JOB NUMBER: 37931
PROJECT STUDY LIMITS: 1.66ACRES
LATITUDE: 35.694537
LONGITUDE: -78.617918
TIMMONS GROUP
••••••a
YOUR VISION ACHIEVED THROUGH OURS. I
U.S.G.S. QUADRANGLE(S): GARNER
DATE(S): 2019
WATERSHED(S): UPPER NEUSE (NEUSE RIVER BASIN)
HYDROLOGIC UNIT CODE(S): 03020201
ese p ans an. associate. •ocuments are t e exc usrve property o
♦V.' •.U•
an• may not e repro uce in w o e or in part an s a not e use. or any purpose w atsoever, Inc usrve, •ut not
•
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.

Path: Y:1805\37931 - Leighson Landing \GIS137931-JD-NRCS.mxd
LEIGHSON LANDING
WAKE COUNTY, NORTH CAROLINA
FIGURE 5: NRCS MAP
TIMMONS GROUP JOB NUMBER: 37931
PROJECT STUDY LIMITS: 1.66ACRES
LATITUDE: 35.694537
LONGITUDE: -78.617918
Th
ese p ans an ocuments are the exclusive property of TIMMONS GROUP and may not be reproduced in whole
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
U.S.G.S. QUADRANGLE(S): GARNER
DATE(S): 2019
WATERSHED(S): UPPER NEUSE (NEUSE RIVER BASIN)
HYDROLOGIC UNIT CODE(S): 03020201
d shall no[ be used fo
•
d associated d
or in part an r any purpose whatsoever, inclusive, but not

mmc alga riallanaralEiga ilia
Resource
Identification
A
Total
PF0
(sq ft)
PSS
(sq ft)
Total Wetland Area =
Total Stream Area =
Total Stream Length=
PEM
(sq ft)
POW
(sq
0 sgft
68 sgft
21 If
Confirmation
R3
(Iry
14
21
R4
(Iry
Rfi
Of/
0.00 ac
0.00 ac
Ditch
Of/
Stream
(sq ft)
54
14
fib
Resource
Description
Notes'
NT/NV
NT/NV
T=Tidal; NT=Non-tidal; V=Vegetated; NV=Non-Vegetated, PFO=Palustrine Forested Wetland; PSS=Palustrine
Scrub -Shrub Wetland; PEM=Palustrine Emergent Wetland; POW= Palustrine Open Water; EMS Estuarine
Intedidal Wetlands; R3= Upper Perennial Streams; R4=Intermittent Streams;
R6 = Ephemeral Streams
Legend
"(Project Study Limits - 1.66 Acres
© Stream Identifier
© Wetland Identifier
Flag
4 Field Data Station
Stream Buffer
Perennial Stream (R3)
Culvert
Topographic Contours
Major - 10 Feet
Minor - 1 Foot
1. Waters of the U.S. within the project study limits have been
located using submeter, Bluetooth GPS antennas by Timmons
Group.
2. Waters of the U.S. have not been confirmed by the U.S.
Army Corps of Engineers until stamped.
3. Project limits are survey located by Timmons Group.
4. Topography based on USGS LiDAR.
5. Cowardin Stream Classifications are based on NC DWQ
Stream Identification form version 4.11.
0 20
40
Feet
80
... • • •••
TIMMONS GROUP
TOUR VISION ACHIEVED THROUGH OURS.
Confirmation #:
SAW-2021-00877
Confirmation Date:
April 29, 2021
x
a
5
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•
•
NVAMEOZ1 *-14:1191EOZ
a
DATE
03/30/2021
DRAWN BY
K. SCHMIDT
DESIGNED BY
K. SCHMIDT
CHECKED BY
S. LAW
SCALE
1 "=40'
gNIMMaa►il WilmRWe1miTiVil nazi 4101Will iEC0I0AM
JOB NUMBER
37931
SHEET NO.
1 OF 1

Impacts Table
Impact ID
Stream Buffer (sq. ft)
Zone 1
Zone 2
Temporary
Permanent
Temporary
Permanent
1
51
684
Total
0sgft
51 sq ft
0sgft
684sgft
0.00 ac
0.001 ac
0.00 ac
0.02 ac
Legend
LOD
aol
LOD
Project Study Limits - 1.66 Acres
Limits of Disturbance - 1.47 Acres
O Stream Buffer Impact
- Stream Buffer
Culvert
Perennial Stream (R3)
Zone 1 Impact
Zone 2 Impact
Existing Grading
Proposed Sanitary Sewerpipe
Proposed Stormpipe
-------- Proposed Waterline
Proposed Grading
Proposed RIPRAP
0
\,.00
v.00
v.00 0
f
••
•
• •
•
•
•
•
0
D
0
z
0
YOUR VISION ACHIEVED THROUGH OURS.
.timmons.com
PROJECT NAME & LOCATION
0
z
0
z
J
z
0
co
0
W
J
• z
z0
O <
00
O
z
DATE
05/27/2021
PROJECT NUMBER
37931
PROJECT NAME
LEIGHSON LANDING
DESIGNED BY / DRAWN BY
A. MEHFOUD
1. Waters of the U.S. within the
project study limits have been
located using submeter, Bluetooth
GPS antennas by Timmons
Group.
2. Waters of the U.S. have not
been confirmed by the U.S. Army
Corps of Engineers.
3. Project limits are approximate.
4. Topography based on USGS
Li DAR.
5. Cowardin Stream
Classifications are based on NC
DWQ Stream Identification form
version 4.11.
These plans and associated documents are the
exclusive property of TIMMONS GROUP and
may not be reproduced in whole or in part and
shall not be used for any purpose whatsoever,
inclusive, but not limited to construction, bidding,
and/or construction staking without the express
written consent of TIMMONS GROUP.
REVISIONS
a
MM/DD/YY
DESCRIPTION
DRAWING DESCRIPTION
FIGURE 7:
WETLANDS AND
WATERS IMPACTS
MAP
(F)
SCALE (FEET)
0 20 40
PLANS PRINTED AS 11X17 ARE HALF SCALE
SCALE
H:1 "=20'
SHEET NUMBER
1
Y:\805\37931 - Leighson Landing\GIS\WTIM\37931-PERM-WTIM.mxd

Impacts Table
Impact ID
Stream Buffer (sq. ft)
Zone 1
Zone 2
Temporary
Permanent
Temporary
Permanent
1
51
684
Total
0sgft
51 sq ft
0sgft
684sgft
0.00 ac
0.001 ac
0.00 ac
0.02 ac
Legend
LOD
aol
LOD
Project Study Limits - 1.66 Acres
Limits of Disturbance - 1.47 Acres
O Stream Buffer Impact
- Stream Buffer
Culvert
Perennial Stream (R3)
Zone 1 Impact
Zone 2 Impact
Existing Grading
Proposed Sanitary Sewerpipe
Proposed Stormpipe
-------- Proposed Waterline
Proposed Grading
Proposed RIPRAP
0
\,.00
v.00
v.00 0
f
••
•
• •
•
•
•
•
0
D
0
z
0
YOUR VISION ACHIEVED THROUGH OURS.
.timmons.com
PROJECT NAME & LOCATION
0
z
0
z
J
z
0
co
0
W
J
• z
z0
O <
00
O
z
DATE
05/27/2021
PROJECT NUMBER
37931
PROJECT NAME
LEIGHSON LANDING
DESIGNED BY / DRAWN BY
A. MEHFOUD
1. Waters of the U.S. within the
project study limits have been
located using submeter, Bluetooth
GPS antennas by Timmons
Group.
2. Waters of the U.S. have not
been confirmed by the U.S. Army
Corps of Engineers.
3. Project limits are approximate.
4. Topography based on USGS
Li DAR.
5. Cowardin Stream
Classifications are based on NC
DWQ Stream Identification form
version 4.11.
These plans and associated documents are the
exclusive property of TIMMONS GROUP and
may not be reproduced in whole or in part and
shall not be used for any purpose whatsoever,
inclusive, but not limited to construction, bidding,
and/or construction staking without the express
written consent of TIMMONS GROUP.
REVISIONS
a
MM/DD/YY
DESCRIPTION
DRAWING DESCRIPTION
FIGURE 7:
WETLANDS AND
WATERS IMPACTS
MAP
(F)
SCALE (FEET)
0 20 40
PLANS PRINTED AS 11X17 ARE HALF SCALE
SCALE
H:1 "=20'
SHEET NUMBER
1
Y:\805\37931 - Leighson Landing\GIS\WTIM\37931-PERM-WTIM.mxd

S:\332\37931-Leighson_Landing\DWG\Sheet\CD\37931-332-CVR-COVR.dwg I Plotted on 5/13/2021 2:28 PM I by Alex May
GENERAL NOTES
1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN ACCORDANCE WITH
THE TOWN OF GARNER AND THE STATE OF NORTH CAROLINA STANDARDS AND
SPECIFICATIONS.
2. CONTRACTOR SHALL HAVE NORTH CAROLINA ONE CALL (811) LOCATE ALL EXISTING
UTILITIES PRIOR TO BEGINNING CONSTRUCTION.
3. CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF ALL EXISTING UTILITIES
AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR CONFLICTS PRIOR TO
BEGINNING CONSTRUCTION.
4. ALL CONSTRUCTION SHALL CONFORM TO A.D.A. STANDARDS.
5. CONTACT THE NORTH CAROLINA ONE CALL CENTER PRIOR TO DOING ANY DIGGING.
1
00-•3 -49
6. 'LEASE CONTACT TOWN OF ARNEENGINEE'ING D PA'TMEN A
[e-mail] TO SCHEDULE A PRE -CONSTRUCTION MEETING
PRIOR TO OBTAINING BUILDING PERMITS FOR THIS PLAN.
INFRASTRUCTURE INSPECTION TABLE
CITY OF RALEIGH PUBLIC UTILITIES
(6" DIP) PUBLIC WATERMAIN (LF):
(10" PVC) PUBLIC SEWERMAIN (LF):
(SIZE) PRIVATE WATERMAIN (LF):
(SIZE) PRIVATE SEWERMAIN (LF):
WATER STUBS/TIES:
(3/4") WATER METER FOR DOMESTIC:
(SIZE) WATER METER FOR IRRIGATION:
SEWER STUBS (4" SERVICES):
312
323
N/A
N/A
15
14
N/A
4
KNOW WHAT'S BELOW.
CALL 811 BEFORE YOU DIG.
LEIGHSON LANDING
SITE PLAN MODIFICATION
0 POOLE DRIVE
TOWN OF GARNER
WAKE COUNTY, NORTH CAROLINA
INFRASTRUCTURE INSPECTION TABLE
TOWN OF GARNER ENGINEERING
PUBLIC STREETS (LF):
PUBLIC SIDEWALK (LF):
STORMWATER CONTROL MEASURES:
N/A
12
1
ARCHITECT CONTACT
D&L DESIGN GROUP, INC.
PO BOX 445
GARNER, NC 27529
PH. [phone]
VICINITY MAP
NTS
OWNER CONTACT
GEFF RUCKER HOMES, INC
GEFF RUCKER
1418 AVERSBORO ROAD, SUITE 202
GARNER, NC 27529
P H . [phone]
ATTENTION CONTRACTORS
THE CONSTRUCTION CONTRACTOR RESPONSIBLE FOR THE
EXTENSION OF WATER, SEWER AND/OR REUSE, AS APPROVED
IN THESE PLANS, IS RESPONSIBLE FOR CONTACTING THE
PUBLIC UTILITIES DEPARTMENT AT [phone] AT LEAST
TWENTY FOUR HOURS PRIOR TO BEGINNING ANY OF THEIR
CONSTRUCTION.
FAILURE TO NOTIFY BOTH CITY DEPARTMENTS IN ADVANCE OF
BEGINNING CONSTRUCTION, WILL RESULT IN THE ISSUANCE OF
MONETARY FINES, AND REQUIRE REINSTALLATION OF ANY
WATER OR SEWER FACILITIES NOT INSPECTED AS A RESULT OF
THIS NOTIFICATION FAILURE.
FAILURE TO CALL FOR INSPECTION, INSTALL A DOWNSTREAM
PLUG, HAVE PERMITTED PLANS ON THE JOBSITE, OR ANY
OTHER VIOLATION OF CITY OF RALEIGH STANDARDS WILL
RESULT IN A FINE AND POSSIBLE EXCLUSION FROM FUTURE
WORK IN THE CITY OF RALEIGH.
Sheet List Table
Sheet Number
Sheet Title
CVR
COVER SHEET
C1.0
EXISTING CONDITIONS AND DEMOLITION PLAN
C2.0
SITE PLAN
C3.0
GRADING AND STORM DRAINAGE PLAN
C3.1
PLAN AND PROFILES
C3.2
PLAN AND PROFILES
C4.0
EROSION CONTROL PLAN - PHASE 1
C4.1
EROSION CONTROL PLAN - PHASE 2
C5.0
UTILITY PLAN
C6.0
LANDSCAPE PLAN
C6.1
LANDSCAPE DETAILS
C7.0
DETAILS
C7.1
DETAILS
C7.2
DETAILS
C7.3
DETAILS
C7.4
DETAILS
C7.5
DETAILS
SHEET 1 OF 1
SITE LIGHTING PLAN
SHEET 1 OF 4
BUILDING ELEVATIONS
SHEET 2 OF 4
BUILDING ELEVATIONS
SHEET 3 OF 4
BUILDING ELEVATIONS
SHEET 4 OF 4
BUILDING ELEVATIONS
SITE DATA TABLE
PROJECT NAME:
LEIGHSON LANDING
TOWNSHIP:
ST. MARY'S
ZONING:
MF-2 (MULTIFAMILY RESIDENTIAL)
CURRENT USE:
VACANT
PROPOSED USE:
TOWNHOMES
RIVER BASIN:
NEUSE
SWC:
INS -III; NSW
WATERSHED:
SWIFT CREEK
CIVIL ENGINEER
TIMMONS GROUP
PATRICK BARBEAU, P.E.
5410 TRINITY RD. STE 102
RALEIGH, NC 27607
PH. [phone]
[e-mail]
PRELIMINARY - NOT RELEASED FOR CONSTRUCTION
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN OF GARNER, CITY OF
RALEIGH, NCDEQ AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
/A , FNGINE...: Q..:
05�7��2027
THIS DRAWING PREPARED AT THE
CORPORATE OFFICE
YOUR VISION ACHIEVED THROUGH OURS.
REVISION DESCRIPTION
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GARNER DISTRICT - WAKE COUNTY - NORTH CAROLINA
COVER SHEET
JOB NO.
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S:\332\37931-Leighson_Landing\DWG\Sheet\CD\37931-332-C1.0-EXIS.dwg 1 Plotted on 5/13/2021 4:55 PM 1 by Alex May
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/ INV, IN /
//MH =280.31'
/ RIM=286.37'`
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EASEMENT
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(TOWN OF GARNER /
(ZONED MF-2) /
PIN 1710 37 2431/
USE: VACANT
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EX. 30" C&G
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EXISTIN
SAN
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KIMBERL Y WEBB
(ZONED NC)
PIN 1710 38 5288
C-STORE
TBM:
TOP FH
ELEV=292.83'
i 7I
STORM MANHOLE
RIM=290,16'�-
INV, 61_
._IN 18"RC�Y�1>86,30'
-INV, I 6 CP=283,31'
_.Nk> UUT 36"RCP=283,17'�
W
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MH
RIM: 291.24'
/ o)ti' IN V IN N: 282.79'='
IN V IN E: 283.79' SIpEWALK
l IN V OUT.• 282.66' E
c 1g
1 INV=282.317�
1 EX. FES 3
�Q INV=283,03 /�0
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INV IN (SOUTH): 283.55
INV OUT: 282.97/
/
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"RCP INV=284.61'
LEGEND
SAN -IN
MC 711
vv-
PROPERTY BOUNDARY
RIPARIAN BUFFER
EXISTING SANITARY SEWER
EXISTING STORM
EXISTING WATER LINE
OVERHEAD POWER LINE
EXISTING CATCH BASIN
EXISTING YARD INLET
EXISTING SSMH
EXISTING FIRE HYD.
EXISTING WATER VALVE
k
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DO1
GA WIRE >
DB: 010219, Pg: 01519
1.67 AC
(ZONED MF-2)
2,97
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00170,35 9-9)
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DO2 /44LNV OUT 181RCP=286.77'
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GEORGETOWNE MANOR
PHASE II, SECTION "C"
(ZONED MF-2)
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20' TOWN OF GARNER
DRAINAGE & UTILITY
CJ
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OF LINE
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C\A TV
.."").9,4/v PED.
C.M.R. & ASSOCIATES
USE: OFFICE BUILDING
MH
INV, OUT=288.52'
PP /
ELEQ
BdX
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INTERSECTION
OF POOLE DR. g<
AVERSBORO RD.
CO & ASSOCIATES
B.O.M. 1984, PG 645
VACANT
/ EXISTING 4" WATER VALVE
LOCATION TO BE VERIFIED
PRIOR TO CONSTRUCTION
RELOCATE AS NEEDED TO
KEEP LINE ACTIVE
TRANS-
DO1
*A.- YARD INLET
"RCP INV=291.31'
DO1
SERVICE
AVERSBORO ROAD
OFFICE CENTER, LLC
USE: OFFICE BUILDING
20' TOWN OF GARNER
DRAINAGE & UTILITY
EASEMENT
' 20' UTILITY EASEMENT
-2 g)
cp
TOP: 305.90
TRANS- INV IN (NORTH): 301.40
INV IN (EAST): 300.65
INV IN (SOUTH): 297.73
INV OUT: 297.72
218,18'
EPK
EIP
SURVEY NOTES:
1. ON SITE BOUNDARY, TOPOGRAPHY AND PLANIMETRIC INFORMATION IS TAKEN FROM A
SURVEY BY B.L. SCOTT LAND SURVEYING DATED MARCH 7TH, 2016. OFFSITE TOPOGRAPHY
AND PLANIMETRIC INFORMATION FROM OTHER SOURCES AND HAS NOT BEEN FIELD VERIFIED
BY TIMMONS GROUP.
2. ALL DISTANCES SHOWN ON SURVEY ARE HORIZONTAL GROUND DISTANCES UNLESS
OTHERWISE NOTED.
3. THIS SURVEY DOES NOT REPRESENT A TITLE SEARCH BY THIS FIRM.
4. BASIS OF BEARING SHOWN HEREON IS NC GRID NAD 83 (NSRS 2007).
5. VERTICAL DATUM SHOWN HEREON IS NAVD88.
6. OTHER SOURCES OF INFORMATION INCLUDE XXX.
7. NOT LOCATED IN FLOOD HAZARD AREA PER FEMA MAP #3720171000J (EFFECTIVE 05-02-2006).
8. RECORDED PROPERTY DATA:
8.1. BM 1984 PG 00503
8.2. DB 10219 PG 1519-1523
9. EXISTING IMPERVIOUS AREA = 0.00 ACRES
10. THE UTILITIES ON THESE PLANS ARE APPROXIMATE ONLY, AND ARE NOT ACCURATE FOR
CONSTRUCTION PURPOSES. FOR FIELD MARKS CALL 811.
DEMOLITION NOTES
1. ALL UTILITIES OR STRUCTURES NOT INDICATED FOR REMOVAL OR MODIFICATION ARE TO
REMAIN AND BE PROTECTED FROM DAMAGE.
2. CONTRACTOR TO OBTAIN, REFERENCE, AND UTILIZE ALL AVAILABLE ENVIRONMENTAL
REPORTS (PHASE 1 ESA, ASBESTOS, ETC.) FROM DEVELOPER.
3. ALL WASTE MATERIAL GENERATED FROM CLEARING AND DEMOLITION ACTIVITIES SHALL BE
DISPOSED OF OFF -SITE IN ACCORDANCE WITH ALL APPLICABLE RULES AND REGULATIONS.
4. REMOVE/ DEMOLISH/ ABANDON AFTER EROSION CONTROL MEASURES ARE IN PLACE AN
APPROVAL OF THE INSPECTOR. REFER TO EROSION CONTROL PLAN.
5. REMOVE TOPSOIL AND STOCKPILE APPROPRIATELY ON -SITE. ON -SITE TEMPORARY
STOCKPILES SHALL BE LOCATED WITHIN CONSTRUCTION LIMITS.
6. DO NOT INTERRUPT EXISTING UTILITIES SERVICING FACILITIES OCCUPIED BY THE OWNER
OR OTHERS EXCEPT WHEN PERMITTED UNDER THE FOLLOWING CONDITIONS AND THEN
ONLY AFTER ARRANGING TO PROVIDE ACCEPTABLE TEMPORARY UTILITY SERVICES. (1)
NOTIFY OWNER NOT LESS THAN ONE WEEK IN ADVANCE OF PROPOSED UTILITY
INTERRUPTIONS. (2) DO NOT PROCEED WITH UTILITY INTERRUPTIONS WITHOUT RECEIVING
OWNER WRITTEN PERMISSION. (3) COORDINATE ALL UTILITY RELOCATION WITH
APPROPRIATE UTILITY PROVIDER.
7. ALL PAVEMENT OR CONCRETE TO BE REMOVED SHALL BE SAW CUT TO PROVIDE A
STRAIGHT AND UNIFORM JOINT WITH NEW CONSTRUCTION. ANY EXISTING PAVEMENT,
SIDEWALK, CURB & GUTTER, ETC. THAT MUST BE REMOVED TO ALLOW NEW
CONSTRUCTION SHALL BE REMOVED TO ALLOW NEW CONSTRUCTION SHALL BE REMOVED
AND REPAIRED PER THE SPECIFICATIONS AND DETAILS OR TO MATCH EXISTING
CONDITIONS (WHETHER OR NOT SHOWN ON THE DRAWINGS TO BE REMOVED). UTILITY
INSTALLATIONS MAY UTILIZE OPEN CUT OF PAVEMENTS UNLESS INDICATED OTHERWISE.
TRENCH IN EXISTING ASPHALT SHALL BE PATCHED PER PAVEMENT REPAIR DETAIL.
8. PROTECT ALL ADJACENT PROPERTIES, THE GENERAL PUBLIC AND ALL OF THE OWNER'S
FACILITIES. SHOULD DAMAGE OCCUR, NOTIFY ARCHITECT IMMEDIATELY.
9. SUBSURFACE FEATURES ARE SHOWN IN APPROXIMATE LOCATION. CONTRACTOR IS
RESPONSIBLE FOR SUBSURFACE UTILITY EXPLORATION TO DETERMINE UTILITY
LOCATIONS AND DEPTHS.
10. THE CONTRACTOR SHALL USE NC ONE CALL (811) TO LOCATE ALL UNDERGROUND
UTILITIES.
11. CONTRACTOR TO VERIFY LOCATIONS AND SIZES OF ALL EXISTING FEATURES PRIOR TO
COMMENCEMENT OF CONSTRUCTION. REPAIR AND REPLACE ANY DAMAGES TO EXISTING
UTILITIES RESULTING FROM CONSTRUCTION.
12. CONTRACTOR IS RESPONSIBLE FOR REMOVING OR ABANDONING ALL EXISTING UTILITIES
AND STRUCTURES REQUIRED TO COMPLETE SITE CONSTRUCTION, EITHER ONSITE OR IN
PUBLIC ROW, IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REGULATIONS.
13. WATER AND SEWER ABANDONMENT SHALL BE DONE IN ACCORDANCE WITH XXXXX
STANDARDS INCLUDING DISCONNECT FROM THE MAIN AND REMOVAL OF SERVICES FROM
THE RIGHT-OF-WAY.
14. ANY EXISTING UNIDENTIFIED SEPTIC SYSTEMS AND WELLS FOUND ON SITE SHALL BE
REMOVED OR ABANDONED IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL
REGULATIONS AT NO CHARGE TO THE OWNER
15. VERIFY ALL ILLUSTRATED KNOWN UNDERGROUND ELEMENTS. EXERCISE REASONABLE
EFFORTS TO PROTECT ANY UNKNOWN UNDERGROUND ELEMENTS. NOTIFY THE ARCHITECT
IMMEDIATELY IF UNKNOWN ELEMENTS ARE DISCOVERED THAT WOULD NECESSITATE
MODIFICATION TO THE PROPOSED DESIGN.
16. CONTRACTOR SHALL COORDINATE ALL CONNECTIONS, RELOCATION AND DEMOLITION
WORK WITH THE APPROPRIATE COMPANY OR JURISDICTION HAVING AUTHORITY AND
SHALL OBTAIN ANY PERMITS AS REQUIRED.
17. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE LOCAL, STATE, AND
OSHA REGULATIONS.
18. EXISTING MANHOLES, VALVE BOXES, VAULTS, CLEANOUTS, UTILITY POLES ETC. TO REMAIN
WITHIN THE GRADING LIMITS SHALL BE ADJUSTED AS NEEDED TO FUNCTION PROPERLY
WITH THE PROPOSED FINISHED GRADES (WHETHER OR NOT INDICATED TO BE MODIFIED).
19. GENERAL CONTRACTOR TO COORDINATE ALL PEDESTRIAN ACCESS PATHS, LOCATIONS,
LIGHTING ETC. WITH THE DEVELOPER.
20. CONTRACTOR SHALL NOTIFY APPROPRIATE DEPARTMENTS PRIOR TO BEGINNING ANY
WORK WITHIN PUBLIC RIGHT-OF-WAY.
DEMOLITION KEYNOTES
NUMBER
DESCRIPTION
DO1
EXISTING FEATURE TO REMAIN.
DO2
REMOVE EXISTING FEATURE IN ACCORDANCE WITH ALL LOCAL,
STATE, AND FEDERAL REGULATIONS. CONTRACTOR TO
COORDINATE AS NEEDED WITH LOCAL MUNICIPALITY,
INSPECTORS, AND/OR UTILITY COMPANIES.
DO3
EXISTING SIDEWALK TO BE REMOVED
DO4
EXISTING CURB AND GUTTER TO BE SAWCUT AND REMOVED
DEVELOPER TO COORDINATE REMOVAL OF ON -SITE FENCES AS
NEEDED
LINE DATA
NUMBER
BEARING
DIST.
SCALE 1"=20'
PRELIMINARY - NOT RELEASED FOR CONSTRUCTION
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN OF GARNER, CITY OF
RALEIGH, NCDEQ AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
05/741/202,
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06/17/2019
•
•
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•
•
•
•
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DRAWN BY
332
DESIGNED BY
332
CHECKED BY
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SCALE
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JOB NO.
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GRADING AND STORM DRAINAGE NOTES
S:\332\37931-Leighson_Landing\DWG\Sheet\CD\37931-332-C3.0-GRAD.dwg I Plotted on 5/13/2021 2:31 PM I by Alex May
/
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ELEV=292,83'
STORM MANHOLE
RIM=290,16'�
INV,
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EASEMENT
CLASS 'A' RIPRAP
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ROOF DRAIN
AT MIN.
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JB101
TW
BW
FE100
NIT 01
FFE: 293.70
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FFE: 295.50
FFE: 295.50
FFE: 295-:50
20' TOWN OF GARNER
DRAINAGE & UTILITY
EASEMENT
(BM1984; PG503)
1,40
SIDIKt IN
POWER/ POLE
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EXISTING 4" WATER VALVE
LOCATION TO BE VERIFIED
PRIOR TO CONSTRUCTION
RELOCATE AS NEEDED TO
KEEP LINE ACTIVE
EXISTING SSWR MH TO REMAIN
EXISTING YARD INLET TO REMAIN
ARD INLET
P INV=291.31'
20' TOWN OF GARNER
DRAINAGE & UTILITY
EASEMENT
c!) 20' UTILITY EASEMENT
CD
1. CONTRACTOR SHALL CALL "NORTH CAROLINA ONE CALL" (811) AT LEAST 3-12 BUSINESS
DAYS PRIOR TO DIGGING TO HAVE EXISTING UTILITIES LOCATED. REPORT ANY
DISCREPANCIES TO THE ENGINEER.
2. CONTRACTOR TO COORDINATE ACTIVITIES WITH UTILITY COMPANIES INVOLVED IN ANY
RELATED RELOCATION (I.E. POWER POLES, TELEPHONE PEDESTALS, WATER METERS, ETC.).
3. EXISTING UTILITIES SHOWN ARE BASED ON FIELD SURVEYS AND THE BEST AVAILABLE
RECORD DRAWINGS. THE CONTRACTOR SHALL VERIFY CONDITIONS PRIOR TO BEGINNING
CONSTRUCTION. ANY DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND THE PLANS
SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY.
4. THE CATCH BASINS AND YARD INLETS SHALL BE CONSTRUCTED IN THE LOCATIONS SHOWN
UNLESS OTHERWISE DIRECTED BY THE ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR
REPORTING ANY DISCREPANCIES IN THE CATCH BASIN ELEVATIONS OR THE PROPOSED PIPE
SLOPES TO THE ENGINEER. THE CONTRACTOR IS ALSO RESPONSIBLE TO REPORT ANY
CONFLICTS BETWEEN ANY UTILITY, STORM DRAIN LINE, WATER LINE, SEWER LINE OR ANY
OTHER PROPOSED OR EXISTING STRUCTURE TO THE ENGINEER.
5. A LAND DISTURBING PERMIT WILL BE REQUIRED PRIOR TO THE COMMENCEMENT OF ANY
LAND -DISTURBING ACTIVITIES.
6. ALL EXISTING VAULTS, MANHOLES, STORM DRAIN STRUCTURES, VALVE BOXES, CLEANOUTS,
ETC. SHALL BE ADJUSTED AS NEEDED TO MATCH FINISHED GRADE.
7. ALL BACKFILL, COMPACTION, SOILS TESTING, ETC. SHALL BE PERFORMED BY THE OWNER'S
INDEPENDENT TESTING LABORATORY.
8. ALL SPOT ELEVATIONS INDICATED ARE AT TOP OF CURB UNLESS NOTED OTHERWISE. ALL
ELEVATIONS ARE BASED ON VERTICAL DATUM NAVD88.
9. A PRE -CONSTRUCTION MEETING MUST BE SCHEDULED PRIOR TO ANY WORK, GRADING OR
INSTALLATION OF EROSION CONTROL MEASURES.
10. ALL HANDICAP PARKING SPACES AND STRIPED ACCESSIBILITY AISLES ARE TO HAVE NO
MORE THAN A 1:50 (2.0%) SLOPE IN ALL DIRECTIONS. ALL SIDEWALKS ARE TO HAVE NO MORE
THAN A 1:20 (5.0%) SLOPE FOR THE LENGTH OF THE SIDEWALK AND NO MORE THAN A 1:50
(2.0%) SLOPE FOR THE WIDTH OF THE SIDEWALK.
11. CONTRACTOR TO IDENTIFY ALL NECESSARY SPILL CURB SECTION LOCATIONS AND INSTALL
TO ENSURE POSITIVE DRAINAGE TO STORM STRUCTURES.
12. IF CONTRACTOR NOTICES ANY DISCREPANCIES IN ANY OF THESE SLOPE REQUIREMENTS, IT
IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNER PRIOR TO POURING ANY
CONCRETE SO THAT A SOLUTION CAN BE FOUND.
13. SPOT ELEVATIONS ARE GIVEN AT THE MAJORITY OF THE MAJOR BREAK POINTS BUT IT
SHOULD NOT BE ASSUMED THAT ALL NECESSARY SPOT ELEVATIONS ARE SHOWN. DUE TO
SPACE LIMITATIONS, THERE MAY BE OTHER CRITICAL SPOTS NOT LABELED THAT SHOULD BE
TAKEN INTO CONSIDERATION. THE CONTRACTOR SHALL REVIEW THE GRADING PLAN IN
DETAIL AND SHALL ENSURE THAT ALL CRITICAL GRADE POINTS ARE STAKED AND FOLLOWED
TO PROVIDE POSITIVE DRAINAGE.
14. EXISTING VEGETATION WITHIN TREE PROTECTIVE AREAS SHALL REMAIN UNDISTURBED
UNLESS NOTED OTHERWISE. ANY AND ALL LANDSCAPING AND EXISTING TREES AND SHRUBS
TO REMAIN WHICH ARE DAMAGED DURING DEMOLITION OR CONSTRUCTION SHALL BE
REPLACED BY THE CONTRACTOR USING A LICENSED LANDSCAPE CONTRACTOR AT NO
ADDITIONAL COST TO THE OWNER.
15. THE GRADING CONTRACTOR SHALL COMPLY WITH ALL STATE CODES IN OBSERVING
EROSION CONTROL MEASURES BOTH ON AND OFF -SITE. THE GRADING CONTRACTOR SHALL
MAINTAIN ALL EROSION CONTROL DEVICES AFTER EACH RAINFALL EVENT OR AS DIRECTED
BY THE EROSION CONTROL INSPECTOR OR THE ENGINEER.
16. THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR OFF -SITE DISPOSAL OF ALL
CLEARING AND GRADING WASTE MATERIALS GENERATED DURING CONSTRUCTION AND FOR
OBTAINING ALL APPLICABLE PERMITS FOR OFF -SITE STOCKPILES AND/OR WASTE AREAS.
17. ALL CATCH BASINS MUST BE MARKED "DUMP NO WASTE DRAINS TO STREAM" OR
18. CONTRACTOR TO ENSURE ACCESS EASEMENTS AND ASSOCIATED STREETS ARE FULLY
MAINTAINED FOR REASONABLE ACCESS BY MAINTENANCE PERSONNEL.
19. SITE IS NOT WITHIN A 100 YEAR FLOOD PLAIN PER FIRM MAP 3720171000J DATED MAY 2, 2006.
20. ALL STORM DRAIN PIPES SHALL BE PROTECTED WITH STONE FILTER PROTECTION AFTER
STOPPAGE OF WORK EACH DAY
21. . ALL ROOF DRAINS SHALL BE DIRECTED TO THE STORM DRAIN SYSTEM.
22. ALL SLOPES TO BE VEGETATED WITH GRASS SHALL BE A MAXIMUM OF 3:1.
23. AT THE CONCLUSION OF THE PROJECT ALL SCMS INSTALLED ON -SITE SHALL BE CERTIFIED
BY A DESIGN PROFESSIONAL AND THE TOWN OF GARNER ENGINEERING DEPARTMENT MUST
RECEIVE ALL AS -BUILT DRAWINGS PRIOR TO RECEIVING THE CERTIFICATE OF OCCUPANCY.
STORM STRUCTURE TABLE
STR #
TOP
DESCRIPTION
DI105
291.30
SLAB TOP YARD INLET
EXYI
297.64
Existing Yard Inlet
FE100
286.61
Flared End Section
JB101
291.75
Junction Box
JB102
291.65
Junction Box
JB103
292.00
Junction Box
JB104
293.63
Junction Box
RS
288.34
Riser
STORM PIPE TABLE
PIPE #
UPSTREAM
INVERT
DOWNSTREAM
INVERT
SLOPE
LENGTH
DIA
MATERIAL
102-101
285.10
284.90
0.40%
50.22 LF
18"
RCP
103-102
285.30
285.10
0.36%
55.14 LF
18"
RCP
104-103
286.10
285.30
0.70%
114.03 LF
18"
RCP
105-103
286.00
285.30
0.76%
91.70 LF
18"
RCP
EXYI-102
291.31
287.00
4.60%
93.63 LF
18"
RCP
RS-100
284.89
284.70
0.80%
23.63 LF
18"
RCP
RS-101
285.82
285.20
3.34%
18.54 LF
18"
RCP
STORM DRAINAGE NOTE LEGEND
NOTE
DESCRIPTION
CB
CATCH BASIN
DI
DROP INLET
NI
NYLOPLAST INLET
YI
YARD INLET
JB
JUNCTION BOX
FE
FLARED END SECTION
XX" RCP
CYLINDRICAL REINFORCED CONCRETE PIPE
TEMPORARY TREE PROTECTION FENCE
TPF
->
-> -> -> -> -
PERMANENT DITCH
GRADING KEYNOTES
NUMBER
DESCRIPTION
GO1
MAX 2% SLOPE IN ANY DIRECTION (TYP.)
GO2
HVAC PAD TO BE AT 295.0' MIN.
0
SCALE 1"=20'
PRELIMINARY - NOT RELEASED FOR CONSTRUCTION
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN OF GARNER, CITY OF
RALEIGH, NCDEQ AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
\\\\:Issi///0/4///ii/4/
THIS DRAWING PREPARED AT THE
CORPORATE OFFICE
rsi
rsi
.12
-
co
rn
u.
co
rsi
co
YOUR VISION ACHIEVED THROUGH OURS.
REVISION DESCRIPTION
a.
CO
a.
a.
0
REVISED PER TOWN OF GARNER COMMENTS
Lu
00
Ln
DATE
06/17/2019
•
• •
•
•
•
DRAWN BY
332
DESIGNED BY
332
CHECKED BY
P. BARBEAU
SCALE
0
GARNER DISTRICT - WAKE COUNTY - NORTH CAROLINA
JOB NO.
.379.31
SHEET NO.
ai
tts
17)
2 CD
tts
45 fa
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tcs
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