20200523 Ver 1_Riparian Buffer Authorization Request_20200416

Water ResourcesENTAL QUALITY
Original Submittal 4/16/2020
A. Owner/Applicant Information
.........................................................................................................................................................................................................................................................................................
General Information
Primary Contact Email:* [e-mail]
Rease list the contact person's errail for questions or payment on this project if needed.
Who is submitting the application?* rJ Owner
r- Applicant other than Owner
rJ Agent
1. Property Owner Information:
la. Name on Recorded Deed:* City of Greensboro
1b. Responsible Party: (for Corporations)
1c. Mailing Address:* Street Address
PO Box 3136
Address Line 2
City
State / Province / Region
Greensboro
North Carolina
Rbstal / Zip Code
Country
27402
USA
1d. Telephone:* 336-373-7808 le. Email Address:* [e-mail]
3. Agent Information:
3a. Name:
3b. Company Affiliation
3c. Mailing Address: Street Address
Address Line 2
City State / Province / Region
Postal / Zip Code Country
3d. Telephone: 3e. Email Address:
3f. Attach a signed and dated copy of the agent Clicktheupload button ordrag and drop files hereto attach docunent
authorization form. FDFC,Iy
B. Project Information and Prior Project History
1. Project Information

la. Name of Project:* Spencer Love Tennis Complex Ph.2
(Subdivision, facility, or establishrrent narre)
1b. Is this a publicly -funded transportation project?*
r Yes
F No
1d. Subdivision Name:
le. Nearest
Municipality:
1f. Property Size: acres
1g. County (or Counties) where the project is located:*
Guilford
1h. Property ID# Date of Purchase
7856253039
Tax RN or Parcel id
11. Deed Information
Type of Book Book#11 Page#
Deed 2421 650
Map
1j. Attach a copyof the recorded map that indicates when the lot was last platted.
Qick the upload button or drag and drop files hereto attach docunent
FDF only
1k. How would you like to provide the Latitude and Longitude information?*
f Address Lookup
r Manually
Latitude * 36.120220 Longitude *-79.835315
11. Is the project located in any of North Carolina's twenty coastal counties?
f Yes
G No
2. Surface Waters
2a. Name of the nearest body of water to proposed project:*
Ur to Richland Creek
2b. Water Quality Classification of nearest receiving water:*
WSIII, NSW
2c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:*
7,022
(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:
Spencer Love Tennis Complex (SLTC) is located within a 350 acre tract that also
includes the Greensboro Science Center, Country Park, Jaycee Park, a portion of
Guilford Battleground Park, Lewis Recreation Center and Forest Lawn Cemetery.
The SLTC is a developed site with a small building, associated parking and 13
tennis courts. The project area is partially wooded with a mix of trees and includes
one existing soccer field.
3b. Attach an 8 % 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
Spencer Love Tennis Center USGS Topo Map.pdf 316.92KB
FDF only
3c. Attach an 81/z x 11 excerpt from the most recent version of the published County NRCS Soil Survey Map depicting the
project site.
aick the upload button or drag and drop files here to attach docurrent
Spencer Love Tennis Center SCS Soil Map.pdf 750.03KB
R F only
4. Proposed Activity
Provide a detailed description of the proposed activity including its purpose and include the type of equipment to be used:
The project includes the constriction of 6 Clay courts and 6 asphalt courts using
City bond funds. As funding allows a tennis support building will be constructed
adjacent to the existing parking lot. The project will be constructed using standard
mechanical construction equipment. Impacts to the stream buffer are only from
temporary sediment and erosion control measures. A large retaining wall is being
constructed so permanent grading does not impact the buffer.
Attach a site plan as applicable to the project:
nick the upload button or drag and drop files here to attach docurrent
Spencer Love Tennis Complex Phase 2.pdf 19.53MB
K F only
5. Jurisdictional Determinations
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?*
C Yes
0 No
6. Project History
...................................................................................
6a. Have permits or certifications been requested or obtained for this project (including all prior phases) in the past?*
f Yes
r No
7. Future Project Plans
....................................................................................... I.................
7a. Is this project a phased project?* r Yes
r No
7b. If yes, explain*
Adjacent fields will be expanded to regulation size as the next phase of construction.
Impact to the buffer is not anticipated.
C. Proposed Impacts Inventory
..........................................................................................................................................................
Buffer Impacts

Project is in which protected Basin?*
r Neuse River Basin (15A NCAC 02B.0233)
r Catawba River Basin (15A NCAC 02B.0243)
r Randleman Lake Watershed (15A NCAC 02B.0250)
r Tar -Pamlico River Basin (15A NCAC 0213.0259)
r Jordan Lake Watershed (15A NCAC 02B.0267)
r Goose Creek Watershed (15A NCAC 02B.0606 & 15A NCAC 0213.0607)
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
B1- erosion
UT to
Temporary
Allowable
0.00
255.00
control
Richland
(T)
Square
Square
rvbp label (e.g. Fbad
Creek
Perm or Terrp
Feet
Feet
Crossing 1)
B1- erosion
UT to
Temporary
Exempt
0.00
503.00
control in ex.
Richland
(T)
Square
Square
sewer easement
Creek
FbrmorTerrp
Feet
Feet
rvbp label (e.g. Road
Crossing 1)
Total Zone 1 Impacts: 0.00
Total Zone 2 Impacts: 758.00
Total Buffer Impacts: 758.00
Comments:
Buffer will be restored to existing elevations and reseeded after temporary erosion
control measures are removed. No stormwater discharges in the buffer are
proposed. Upstream discharges will be treated with appropriate energy dissipators.
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project.*
The project utilizes a large retaining wall to reduce the overall limits of grading and
associated impacts to the stream buffer. The majority of the buffer impact is located
in a previously disturbed sanitary sewer easement. All stormwater pipes discharge
upstream of the stream buffer and have properly designed energy dissipation.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. *
All access to the site is from the upland areas. Equipment will not run laterally in the
buffer nor cross the stream.
E. Diffuse Flow Plan
1a. What type of SCM are you providing?*
r Level Spreader
r Vegetated Conveyance (lower SMNT)
r Wetland Swale (higher SHWT)
17 Proposed project will not create concentrated stormwater flow through the
buffer
r Other SCM that removed minimum of 30% nitrogen

1c. Diffuse Flow Documentation*(Dick the upload button ordrag and drop files here toattach docurrent
Spencer Love Tennis Complex Phase 2.pdf 19.53MB
FDF only
F. Supplementary Information
Environmental Documentation
la. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?
F Yes
r No
1b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the
requirements of the National or State (North Carolina) Environmental Policy Act (NEPA/SEPA)?
r Yes
r 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)?
r Yes
r No
2b. Is this an after -the -fact buffer authorization application?
C Yes
G. Additional Information ^
Please upload any additional information you would like the Division to consider during application review.
Additional Attachments: Click the upload button or drag and drop files here to attach document
impact maps sltc.pdf 877.99KB
FDF only
Additional Comments:
H. Sign and Submit ^
..........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
By digitally signing below, I certify that:
• I have given true, accurate, and complete information on this form;
o 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
o I intend to electronically sign and submit the application form."
Print Name:* Victoria Small
Signature
ffwaykaA, ka,�(
Submission Date: (Auto populated field)

Initial Review
Is this accepted into the review process?*
Is this project a public transportation
project?*
ID#*
Version:*
Select Reviewer:
Select Reviewing Office*
Has payment been received?*
r Yes r No
f Yes
r No
20200523
Sue Homewood: eads\slhomewood
Winston-Salem Regional Office - [phone]
r No Payment Needed
f Fee Received
r Need Fee - send electronic notification

Spencer Love Tennis Center- USGS Topographic Map

Soil Map—Guilford County, North Carolina
(Spencer Love Tennis Center)
Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
4/16/2020
Page 1 of 439970003997400399780039982003998600399900039994003999800400020040006003997000399740039978003998200399860039990003999400399980040002004000600603200603600604000604400604800605200605600606000
603600 604000 604400 604800 605200 605600 606000
36° 8' 42'' N 79° 51' 10'' W36° 8' 42'' N79° 49' 18'' W36° 6' 41'' N
79° 51' 10'' W36° 6' 41'' N
79° 49' 18'' WN
Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 17N WGS84
0 500 1000 2000 3000
Feet
0 250 500 1000 1500
Meters
Map Scale: 1:18,100 if printed on A portrait (8.5" x 11") sheet.
MAP LEGEND MAP INFORMATION
Area of Interest (AOI)
Area of Interest (AOI)
Soils
Soil Map Unit Polygons
Soil Map Unit Lines
Soil Map Unit Points
Special Point Features
Blowout
Borrow Pit
Clay Spot
Closed Depression
Gravel Pit
Gravelly Spot
Landfill
Lava Flow
Marsh or swamp
Mine or Quarry
Miscellaneous Water
Perennial Water
Rock Outcrop
Saline Spot
Sandy Spot
Severely Eroded Spot
Sinkhole
Slide or Slip
Sodic Spot
Spoil Area
Stony Spot
Very Stony Spot
Wet Spot
Other
Special Line Features
Water Features
Streams and Canals
Transportation
Rails
Interstate Highways
US Routes
Major Roads
Local Roads
Background
Aerial Photography
The soil surveys that comprise your AOI were mapped at
1:20,000.
Please rely on the bar scale on each map sheet for map
measurements.
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL:
Coordinate System: Web Mercator (EPSG:3857)
Maps from the Web Soil Survey are based on the Web Mercator
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Albers equal-area conic projection, should be used if more
accurate calculations of distance or area are required.
This product is generated from the USDA-NRCS certified data as
of the version date(s) listed below.
Soil Survey Area: Guilford County, North Carolina
Survey Area Data: Version 17, Sep 16, 2019
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Date(s) aerial images were photographed: Oct 24, 2018—Oct
30, 2018
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor
shifting of map unit boundaries may be evident.
Soil Map—Guilford County, North Carolina
(Spencer Love Tennis Center)
Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
4/16/2020
Page 2 of 4
Map Unit Legend
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
ApB Appling sandy loam, 2 to 6
percent slopes
3.1 0.2%
CcB Cecil sandy loam, 2 to 6
percent slopes
419.0 23.8%
CcC Cecil sandy loam, 6 to 10
percent slopes
215.9 12.3%
CeB2 Cecil sandy clay loam, 2 to 6
percent slopes, moderately
eroded
161.4 9.2%
CeC2 Cecil sandy clay loam, 6 to 10
percent slopes, moderately
eroded
70.7 4.0%
CfB Cecil-Urban land complex, 2 to
10 percent slopes
648.8 36.9%
ChA Chewacla loam, 0 to 2 percent
slopes, frequently flooded
14.9 0.8%
CkC Clifford sandy loam, 6 to 10
percent slopes
11.8 0.7%
ClB2 Clifford sandy clay loam, 2 to 6
percent slopes, moderately
eroded
18.2 1.0%
ClC2 Clifford sandy clay loam, 6 to
10 percent slopes,
moderately eroded
8.2 0.5%
CmB Clifford-Urban land complex, 2
to 10 percent slopes
14.9 0.8%
MaC Madison sandy loam, 6 to 10
percent slopes
15.8 0.9%
MaE Madison sandy loam, 15 to 35
percent slopes
100.3 5.7%
McE2 Madison clay loam, 15 to 25
percent slopes, moderately
eroded
0.2 0.0%
PoB Poplar Forest sandy loam, 2 to
6 percent slopes
0.1 0.0%
PoC Poplar Forest sandy loam, 6 to
10 percent slopes
2.4 0.1%
PoD Poplar Forest sandy loam, 10
to 15 percent slopes
0.5 0.0%
PoE Poplar Forest sandy loam, 15
to 35 percent slopes
4.7 0.3%
W Water 25.6 1.5%
WhA Wehadkee loam, 0 to 2 percent
slopes, frequently flooded
22.5 1.3%
Totals for Area of Interest 1,759.0 100.0%
Soil Map—Guilford County, North Carolina Spencer Love Tennis Center
Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
4/16/2020
Page 3 of 4
Soil Map—Guilford County, North Carolina Spencer Love Tennis Center
Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
4/16/2020
Page 4 of 4
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•

SPENCER LOVE TENNIS COMPLEX PHASE 2
3802 JAYCEE PARK DR, GREENSBORO, NC 27455
EXPANSION OF THE CURRENTLY EXISTING TENNIS COMPLEX
X
GREENSBORO PARKS AND RECREATION - SHAWNA TILLERY
[e-mail] 336-373-7808
WESTCOTT, SMALL & ASSOCIATES, PLLC - TORI SMALL
[e-mail] 336-310-1481
343.57 ACRES PNR
GREENSBORO GWA (WS-III)TENNIS COMPLEX
TENNIS COMPLEX
0 SPACES
1 LOT 1 LOT
108.356 SF 2,785 SF
123,200 SF17,629 SF
X
LOW DENSITY SCORE SHEET
N/A
200' W OF NW CORNER
CeB2, CcC, CcB, MaE
C
X
X
X
X
3.66 AC
WESTCOTT, SMALL & ASSOCIATES, PLLC
125 SOUTH ELM STREET, SUITE 606
GREENSBORO, NC 27401
WWW.WSAAENG.COM
PHONE: [phone]
11.88 AC (3.46%)0.04 AC (0.01%)
2.51 AC (0.73%)14.35 AC (4.18%)
OWNER/DEVELOPER:These drawings are instruments of service and shall remain the property of the engineer whetherthe project for which they are made is executed or not. They are not to be used by the owner orany other person on other projects or extensions to this project except by agreement in writingand with appropriate compensation to the engineer.© Copyright 2018 by Westcott, Small & Associates, PLLC, All Rights Reserved. Except aspermitted under the United States Copyright Act of 1976, no part of this document may bereproduced or distributed in any form or by any means without the written permission ofWestcott, Small & Associates, PLLC.BEFORE YOU DIG!
CONTACT ONE-CALL CENTER
1-800-632-4949SPENCER LOVE TENNISCENTER, PHASE IIWESTCOTT, SMALL & ASSOCIATES, PLLC125 SOUTH ELM STREET, SUITE 606GREENSBORO, NC 27401WWW.WSAAENG.COMPHONE: 336.310.9722220DYH DESIGNED BY: MICHAEL WESTCOTT [e-mail] BY: TORI SMALL [e-mail]-001
EXISTING SITE
PLAN℄
OWNER/DEVELOPER:These drawings are instruments of service and shall remain the property of the engineer whetherthe project for which they are made is executed or not. They are not to be used by the owner orany other person on other projects or extensions to this project except by agreement in writingand with appropriate compensation to the engineer.© Copyright 2018 by Westcott, Small & Associates, PLLC, All Rights Reserved. Except aspermitted under the United States Copyright Act of 1976, no part of this document may bereproduced or distributed in any form or by any means without the written permission ofWestcott, Small & Associates, PLLC.BEFORE YOU DIG!
CONTACT ONE-CALL CENTER
1-800-632-4949SPENCER LOVE TENNISCENTER, PHASE IIWESTCOTT, SMALL & ASSOCIATES, PLLC125 SOUTH ELM STREET, SUITE 606GREENSBORO, NC 27401WWW.WSAAENG.COMPHONE: 336.310.9722220DYH DESIGNED BY: MICHAEL WESTCOTT [e-mail] BY: TORI SMALL [e-mail]-002
OVERALL EXISTING
SITE PLANLAWNDALE AVEB
A
T
T
L
E
G
R
O
U
N
D

A
V
E
ORMAN RD
SITE
PISGAH C
H
U
R
C
H
R
D
OWNER/DEVELOPER:These drawings are instruments of service and shall remain the property of the engineer whetherthe project for which they are made is executed or not. They are not to be used by the owner orany other person on other projects or extensions to this project except by agreement in writingand with appropriate compensation to the engineer.© Copyright 2018 by Westcott, Small & Associates, PLLC, All Rights Reserved. Except aspermitted under the United States Copyright Act of 1976, no part of this document may bereproduced or distributed in any form or by any means without the written permission ofWestcott, Small & Associates, PLLC.BEFORE YOU DIG!
CONTACT ONE-CALL CENTER
1-800-632-4949SPENCER LOVE TENNISCENTER, PHASE IIWESTCOTT, SMALL & ASSOCIATES, PLLC125 SOUTH ELM STREET, SUITE 606GREENSBORO, NC 27401WWW.WSAAENG.COMPHONE: 336.310.9722220DYH DESIGNED BY: MICHAEL WESTCOTT [e-mail] BY: TORI SMALL [e-mail]-100
OVERALL SITE
PLAN℄
OWNER/DEVELOPER:These drawings are instruments of service and shall remain the property of the engineer whether
the project for which they are made is executed or not. They are not to be used by the owner or
any other person on other projects or extensions to this project except by agreement in writing
and with appropriate compensation to the engineer.
© Copyright 2018 by Westcott, Small & Associates, PLLC, All Rights Reserved. Except as
permitted under the United States Copyright Act of 1976, no part of this document may be
reproduced or distributed in any form or by any means without the written permission of
Westcott, Small & Associates, PLLC.BEFORE YOU DIG!CONTACT ONE-CALL CENTER1-800-632-4949SPENCER LOVE TENNIS
CENTER, PHASE II
WESTCOTT, SMALL & ASSOCIATES, PLLC
125 SOUTH ELM STREET, SUITE 606
GREENSBORO, NC 27401
WWW.WSAAENG.COM
PHONE: [phone]
2
2
0DYH
DESIGNED BY: MICHAEL WESTCOTT [e-mail]
REVIEWED BY: TORI SMALL [e-mail]-101OVERALL SITEPLAN
OWNER/DEVELOPER:These drawings are instruments of service and shall remain the property of the engineer whetherthe project for which they are made is executed or not. They are not to be used by the owner orany other person on other projects or extensions to this project except by agreement in writingand with appropriate compensation to the engineer.© Copyright 2018 by Westcott, Small & Associates, PLLC, All Rights Reserved. Except aspermitted under the United States Copyright Act of 1976, no part of this document may bereproduced or distributed in any form or by any means without the written permission ofWestcott, Small & Associates, PLLC.BEFORE YOU DIG!
CONTACT ONE-CALL CENTER
1-800-632-4949SPENCER LOVE TENNISCENTER, PHASE IIWESTCOTT, SMALL & ASSOCIATES, PLLC125 SOUTH ELM STREET, SUITE 606GREENSBORO, NC 27401WWW.WSAAENG.COMPHONE: 336.310.9722220DYH DESIGNED BY: MICHAEL WESTCOTT [e-mail] BY: TORI SMALL [e-mail]-102
SITE DETAILS
OWNER/DEVELOPER:These drawings are instruments of service and shall remain the property of the engineer whetherthe project for which they are made is executed or not. They are not to be used by the owner orany other person on other projects or extensions to this project except by agreement in writingand with appropriate compensation to the engineer.© Copyright 2018 by Westcott, Small & Associates, PLLC, All Rights Reserved. Except aspermitted under the United States Copyright Act of 1976, no part of this document may bereproduced or distributed in any form or by any means without the written permission ofWestcott, Small & Associates, PLLC.BEFORE YOU DIG!
CONTACT ONE-CALL CENTER
1-800-632-4949SPENCER LOVE TENNISCENTER, PHASE IIWESTCOTT, SMALL & ASSOCIATES, PLLC125 SOUTH ELM STREET, SUITE 606GREENSBORO, NC 27401WWW.WSAAENG.COMPHONE: 336.310.9722220DYH DESIGNED BY: MICHAEL WESTCOTT [e-mail] BY: TORI SMALL [e-mail]-103
SITE DETAILS
NO SCALE
NO SCALE
NO SCALE
STEEL POST SCHEDULE
USE AND SECTION
MINIMUM OUTSIDE DIMENSIONS (NOMINAL)
6' CHAIN LINK FENCE 8' CHAIN LINK FENCE
CHAIN-LINK SECURITY FENCE DETAIL
BRACE RAIL CLAMP DETAILS
TRUSS ROD AND BAND
TENSION BAND DETAIL
FASTENING DETAILS
LINE POST ATTACHMENTS
BRACE PANEL DETAIL
TOP OR BRACE RAIL ATTACHMENT
NOTE:
END OR GATE POST DETAIL
NO SCALE
OWNER/DEVELOPER:These drawings are instruments of service and shall remain the property of the engineer whetherthe project for which they are made is executed or not. They are not to be used by the owner orany other person on other projects or extensions to this project except by agreement in writingand with appropriate compensation to the engineer.© Copyright 2018 by Westcott, Small & Associates, PLLC, All Rights Reserved. Except aspermitted under the United States Copyright Act of 1976, no part of this document may bereproduced or distributed in any form or by any means without the written permission ofWestcott, Small & Associates, PLLC.BEFORE YOU DIG!
CONTACT ONE-CALL CENTER
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SITE DETAILS
OWNER/DEVELOPER:These drawings are instruments of service and shall remain the property of the engineer whetherthe project for which they are made is executed or not. They are not to be used by the owner orany other person on other projects or extensions to this project except by agreement in writingand with appropriate compensation to the engineer.© Copyright 2018 by Westcott, Small & Associates, PLLC, All Rights Reserved. Except aspermitted under the United States Copyright Act of 1976, no part of this document may bereproduced or distributed in any form or by any means without the written permission ofWestcott, Small & Associates, PLLC.BEFORE YOU DIG!
CONTACT ONE-CALL CENTER
1-800-632-4949SPENCER LOVE TENNISCENTER, PHASE IIWESTCOTT, SMALL & ASSOCIATES, PLLC125 SOUTH ELM STREET, SUITE 606GREENSBORO, NC 27401WWW.WSAAENG.COMPHONE: 336.310.9722220DYH DESIGNED BY: MICHAEL WESTCOTT [e-mail] BY: TORI SMALL [e-mail]-105
SITE DETAILS
OWNER/DEVELOPER:These drawings are instruments of service and shall remain the property of the engineer whetherthe project for which they are made is executed or not. They are not to be used by the owner orany other person on other projects or extensions to this project except by agreement in writingand with appropriate compensation to the engineer.© Copyright 2018 by Westcott, Small & Associates, PLLC, All Rights Reserved. Except aspermitted under the United States Copyright Act of 1976, no part of this document may bereproduced or distributed in any form or by any means without the written permission ofWestcott, Small & Associates, PLLC.BEFORE YOU DIG!
CONTACT ONE-CALL CENTER
1-800-632-4949SPENCER LOVE TENNISCENTER, PHASE IIWESTCOTT, SMALL & ASSOCIATES, PLLC125 SOUTH ELM STREET, SUITE 606GREENSBORO, NC 27401WWW.WSAAENG.COMPHONE: 336.310.9722220DYH DESIGNED BY: MICHAEL WESTCOTT [e-mail] BY: TORI SMALL [e-mail]-200
INITIAL EROSION
CONTROL PLAN
OWNER/DEVELOPER:These drawings are instruments of service and shall remain the property of the engineer whetherthe project for which they are made is executed or not. They are not to be used by the owner orany other person on other projects or extensions to this project except by agreement in writingand with appropriate compensation to the engineer.© Copyright 2018 by Westcott, Small & Associates, PLLC, All Rights Reserved. Except aspermitted under the United States Copyright Act of 1976, no part of this document may bereproduced or distributed in any form or by any means without the written permission ofWestcott, Small & Associates, PLLC.BEFORE YOU DIG!
CONTACT ONE-CALL CENTER
1-800-632-4949SPENCER LOVE TENNISCENTER, PHASE IIWESTCOTT, SMALL & ASSOCIATES, PLLC125 SOUTH ELM STREET, SUITE 606GREENSBORO, NC 27401WWW.WSAAENG.COMPHONE: 336.310.9722220DYH DESIGNED BY: MICHAEL WESTCOTT [e-mail] BY: TORI SMALL [e-mail]-201
FINAL
GRADING PLAN
BLOCK AND GRAVEL INLET PROTECTION
OWNER/DEVELOPER:These drawings are instruments of service and shall remain the property of the engineer whetherthe project for which they are made is executed or not. They are not to be used by the owner orany other person on other projects or extensions to this project except by agreement in writingand with appropriate compensation to the engineer.© Copyright 2018 by Westcott, Small & Associates, PLLC, All Rights Reserved. Except aspermitted under the United States Copyright Act of 1976, no part of this document may bereproduced or distributed in any form or by any means without the written permission ofWestcott, Small & Associates, PLLC.BEFORE YOU DIG!
CONTACT ONE-CALL CENTER
1-800-632-4949SPENCER LOVE TENNISCENTER, PHASE IIWESTCOTT, SMALL & ASSOCIATES, PLLC125 SOUTH ELM STREET, SUITE 606GREENSBORO, NC 27401WWW.WSAAENG.COMPHONE: 336.310.9722220DYH DESIGNED BY: MICHAEL WESTCOTT [e-mail] BY: TORI SMALL [e-mail]-202
GRADING DETAILS
OWNER/DEVELOPER:These drawings are instruments of service and shall remain the property of the engineer whetherthe project for which they are made is executed or not. They are not to be used by the owner orany other person on other projects or extensions to this project except by agreement in writingand with appropriate compensation to the engineer.© Copyright 2018 by Westcott, Small & Associates, PLLC, All Rights Reserved. Except aspermitted under the United States Copyright Act of 1976, no part of this document may bereproduced or distributed in any form or by any means without the written permission ofWestcott, Small & Associates, PLLC.BEFORE YOU DIG!
CONTACT ONE-CALL CENTER
1-800-632-4949SPENCER LOVE TENNISCENTER, PHASE IIWESTCOTT, SMALL & ASSOCIATES, PLLC125 SOUTH ELM STREET, SUITE 606GREENSBORO, NC 27401WWW.WSAAENG.COMPHONE: 336.310.9722220DYH DESIGNED BY: MICHAEL WESTCOTT [e-mail] BY: TORI SMALL [e-mail]-203
GRADING DETAILSNCG01 SELF-INSPECTION, RECORDKEEPING AND REPORTING EFFECTIVE: 04/01/19
PART III
SELF-INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF-INSPECTION
Self-inspections are required during normal business hours in accordance with the table
below. When adverse weather or site conditions would cause the safety of the inspection
personnel to be in jeopardy, the inspection may be delayed until the next business day on
which it is safe to perform the inspection. In addition, when a storm event of equal to or
greater than 1.0 inch occurs outside of normal business hours, the self-inspection shall be
performed upon the commencement of the next business day. Any time when inspections
were delayed shall be noted in the Inspection Record.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
PART III
SELF-INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1.E&SC Plan Documentation
The approved E&SC plan as well as any approved deviation shall be kept on the site. The
approved E&SC plan must be kept up-to-date throughout the coverage under this permit.
The following items pertaining to the E&SC plan shall be kept on site and available for
inspection at all times during normal business hours.
2. Additional Documentation to be Kept on Site
In addition to the E&SC plan documents above, the following items shall be kept on the
site and available for inspectors at all times during normal business hours, unless the
Division provides a site-specific exemption based on unique site conditions that make
this requirement not practical:
(a)This General Permit as well as the Certificate of Coverage, after it is received.
(b)Records of inspections made during the previous twelve months. The permittee shall
record the required observations on the Inspection Record Form provided by the
Division or a similar inspection form that includes all the required elements. Use of
electronically-available records in lieu of the required paper copies will be allowed if
shown to provide equal access and utility as the hard-copy records.
PART III
SELF-INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1.Occurrences that Must be Reported
Permittees shall report the following occurrences:
(a)Visible sediment deposition in a stream or wetland.
(b)Oil spills if:
·They are 25 gallons or more,
·They are less than 25 gallons but cannot be cleaned up within 24 hours,
·They cause sheen on surface waters (regardless of volume), or
·They are within 100 feet of surface waters (regardless of volume).
(c) Releases of hazardous substances in excess of reportable quantities under Section 311
of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA
(Ref: 40 CFR 302.4) or G.S. 143-215.85.
(d)Anticipated bypasses and unanticipated bypasses.
(e)Noncompliance with the conditions of this permit that may endanger health or the
environment.
2.Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact
the appropriate Division regional office within the timeframes and in accordance with the
other requirements listed below. Occurrences outside normal business hours may also be
reported to the Department's Environmental Emergency Center personnel at (800)
858-0368.
3. Documentation to be Retained for Three Years
All data used to complete the e-NOI and all inspection records shall be maintained for a period
of three years after project completion and made available upon request. [40 CFR 122.41]
PART II, SECTION G, ITEM (4)
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT
Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down
for maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare (for example, times with extended cold weather).
Non-surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met:
(a)The E&SC plan authority has been provided with documentation of the non-surface withdrawal and the specific time periods or conditions in which it will occur. The non-surface withdrawal
shall not commence until the E&SC plan authority has approved these items,
(b)The non-surface withdrawal has been reported as an anticipated bypass in accordance with Part III, Section C, Item (2)(c) and (d) of this permit,
(c)Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include
properly sited, designed and maintained dewatering tanks, weir tanks, and filtration systems,
(d)Vegetated, upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item (c) above,
(e)Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and
(f)Sediment removed from the dewatering treatment devices described in Item (c) above is disposed of in a manner that does not cause deposition of sediment into waters of the United States.
NCG01 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 04/01/19
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCG01 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCG01 Construction General Permit (Sections E and F, respectively). The
permittee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority having jurisdiction. All details and specifications shown on this sheet
may not apply depending on site conditions and the delegated authority having jurisdiction.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
techniques in the table below:
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
1.Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NC DWR List of Approved PAMS/Flocculants.
2.Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3.Apply flocculants at the concentrations specified in the NC DWR List of Approved
PAMS/Flocculants and in accordance with the manufacturer's instructions.
4.Provide ponding area for containment of treated Stormwater before discharging
offsite.
5.Store flocculants in leak-proof containers that are kept under storm-resistant cover
or surrounded by secondary containment structures.
HAZARDOUS AND TOXIC WASTE
1.Create designated hazardous waste collection areas on-site.
2.Place hazardous waste containers under cover or in secondary containment.
3.Do not store hazardous chemicals, drums or bagged materials directly on the ground.
EQUIPMENT AND VEHICLE MAINTENANCE
1.Maintain vehicles and equipment to prevent discharge of fluids.
2.Provide drip pans under any stored equipment.
3.Identify leaks and repair as soon as feasible, or remove leaking equipment from the
project.
4.Collect all spent fluids, store in separate containers and properly dispose as
hazardous waste (recycle when possible).
5.Remove leaking vehicles and construction equipment from service until the problem
has been corrected.
6.Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products
to a recycling or disposal center that handles these materials.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1.Never bury or burn waste. Place litter and debris in approved waste containers.
2.Provide a sufficient number and size of waste containers (e.g dumpster, trash
receptacle) on site to contain construction and domestic wastes.
3.Locate waste containers at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
4.Locate waste containers on areas that do not receive substantial amounts of runoff
from upland areas and does not drain directly to a storm drain, stream or wetland.
5.Cover waste containers at the end of each workday and before storm events or
provide secondary containment. Repair or replace damaged waste containers.
6.Anchor all lightweight items in waste containers during times of high winds.
7.Empty waste containers as needed to prevent overflow. Clean up immediately if
containers overflow.
8.Dispose waste off-site at an approved disposal facility.
9.On business days, clean up and dispose of waste in designated waste containers.
PAINT AND OTHER LIQUID WASTE
1.Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2.Locate paint washouts at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
3.Contain liquid wastes in a controlled area.
4.Containment must be labeled, sized and placed appropriately for the needs of site.
5.Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
PORTABLE TOILETS
1.Install portable toilets on level ground, at least 50 feet away from storm drains,
streams or wetlands unless there is no alternative reasonably available. If 50 foot
offset is not attainable, provide relocation of portable toilet behind silt fence or place
on a gravel pad and surround with sand bags.
2.Provide staking or anchoring of portable toilets during periods of high winds or in high
foot traffic areas.
3.Monitor portable toilets for leaking and properly dispose of any leaked material.
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
with properly operating unit.
HERBICIDES, PESTICIDES AND RODENTICIDES
1.Store and apply herbicides, pesticides and rodenticides in accordance with label
restrictions.
2.Store herbicides, pesticides and rodenticides in their original containers with the
label, which lists directions for use, ingredients and first aid steps in case of
accidental poisoning.
3.Do not store herbicides, pesticides and rodenticides in areas where flooding is
possible or where they may spill or leak into wells, stormwater drains, ground water
or surface water. If a spill occurs, clean area immediately.
4.Do not stockpile these materials onsite.
CONCRETE WASHOUTS
1.Do not discharge concrete or cement slurry from the site.
2.Dispose of, or recycle settled, hardened concrete residue in accordance with local
and state solid waste regulations and at an approved facility.
3.Manage washout from mortar mixers in accordance with the above item and in
addition place the mixer and associated materials on impervious barrier and within
lot perimeter silt fence.
4.Install temporary concrete washouts per local requirements, where applicable. If an
alternate method or product is to be used, contact your approval authority for
review and approval. If local standard details are not available, use one of the two
types of temporary concrete washouts provided on this detail.
5.Do not use concrete washouts for dewatering or storing defective curb or sidewalk
sections. Stormwater accumulated within the washout may not be pumped into or
discharged to the storm drain system or receiving surface waters. Liquid waste must
be pumped out and removed from project.
6.Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
can be shown that no other alternatives are reasonably available. At a minimum,
install protection of storm drain inlet(s) closest to the washout which could receive
spills or overflow.
7.Locate washouts in an easily accessible area, on level ground and install a stone
entrance pad in front of the washout. Additional controls may be required by the
approving authority.
8.Install at least one sign directing concrete trucks to the washout within the project
limits. Post signage on the washout itself to identify this location.
9.Remove leavings from the washout when at approximately 75% capacity to limit
overflow events. Replace the tarp, sand bags or other temporary structural
components when no longer functional. When utilizing alternative or proprietary
products, follow manufacturer's instructions.
10.At the completion of the concrete work, remove remaining leavings and dispose of
in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance
caused by removal of washout.
EARTHEN STOCKPILE MANAGEMENT
1.Show stockpile locations on plans. Locate earthen-material stockpile areas at least
50 feet away from storm drain inlets, sediment basins, perimeter sediment controls
and surface waters unless it can be shown no other alternatives are reasonably
available.
2.Protect stockpile with silt fence installed along toe of slope with a minimum offset of
five feet from the toe of stockpile.
3.Provide stable stone access point when feasible.
4.Stabilize stockpile within the timeframes provided on this sheet and in accordance
with the approved plan and any additional requirements. Soil stabilization is defined
as vegetative, physical or chemical coverage techniques that will restrain accelerated
erosion on disturbed soils for temporary or permanent control needs.
SECTION E: GROUND STABILIZATION
Required Ground Stabilization Timeframes
Note: After the permanent cessation of construction activities, any areas with temporary
ground stabilization shall be converted to permanent ground stabilization as soon as
practicable but in no case longer than 90 calendar days after the last land disturbing
activity. Temporary ground stabilization shall be maintained in a manner to render the
surface stable against accelerated erosion until permanent ground stabilization is achieved.
Site Area Description Timeframe variations
-7 days for perimeter dikes, swales,
ditches, perimeter slopes and HQW Zones
-10 days for Falls Lake Watershed unless
there is zero slope
Stabilize within this
many calendar
days after ceasing
land disturbance
7
7
7
14
None
None
(a)Perimeter dikes,
swales, ditches, and
perimeter slopes
(b)High Quality Water
(HQW) Zones
(c)Slopes steeper than
3:1
If slopes are 10' or less in length and are
not steeper than 2:1, 14 days are
allowed
(d)Slopes 3:1 to 4:1
(e)Areas with slopes
flatter than 4:1 14
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
-7 days for perimeter dikes, swales,
ditches, perimeter slopes and HQW
Zones
-10 days for Falls Lake Watershed
OWNER/DEVELOPER:These drawings are instruments of service and shall remain the property of the engineer whetherthe project for which they are made is executed or not. They are not to be used by the owner orany other person on other projects or extensions to this project except by agreement in writingand with appropriate compensation to the engineer.© Copyright 2018 by Westcott, Small & Associates, PLLC, All Rights Reserved. Except aspermitted under the United States Copyright Act of 1976, no part of this document may bereproduced or distributed in any form or by any means without the written permission ofWestcott, Small & Associates, PLLC.BEFORE YOU DIG!
CONTACT ONE-CALL CENTER
1-800-632-4949SPENCER LOVE TENNISCENTER, PHASE IIWESTCOTT, SMALL & ASSOCIATES, PLLC125 SOUTH ELM STREET, SUITE 606GREENSBORO, NC 27401WWW.WSAAENG.COMPHONE: 336.310.9722220DYH DESIGNED BY: MICHAEL WESTCOTT [e-mail] BY: TORI SMALL [e-mail]-300
OVERALL UTILITY
PLAN℄
OWNER/DEVELOPER:These drawings are instruments of service and shall remain the property of the engineer whether
the project for which they are made is executed or not. They are not to be used by the owner or
any other person on other projects or extensions to this project except by agreement in writing
and with appropriate compensation to the engineer.
© Copyright 2018 by Westcott, Small & Associates, PLLC, All Rights Reserved. Except as
permitted under the United States Copyright Act of 1976, no part of this document may be
reproduced or distributed in any form or by any means without the written permission of
Westcott, Small & Associates, PLLC.BEFORE YOU DIG!CONTACT ONE-CALL CENTER1-800-632-4949SPENCER LOVE TENNIS
CENTER, PHASE II
WESTCOTT, SMALL & ASSOCIATES, PLLC
125 SOUTH ELM STREET, SUITE 606
GREENSBORO, NC 27401
WWW.WSAAENG.COM
PHONE: [phone]
2
2
0DYH
DESIGNED BY: MICHAEL WESTCOTT [e-mail]
REVIEWED BY: TORI SMALL [e-mail]-301UTILITY DETAILS
OWNER/DEVELOPER:These drawings are instruments of service and shall remain the property of the engineer whetherthe project for which they are made is executed or not. They are not to be used by the owner orany other person on other projects or extensions to this project except by agreement in writingand with appropriate compensation to the engineer.© Copyright 2018 by Westcott, Small & Associates, PLLC, All Rights Reserved. Except aspermitted under the United States Copyright Act of 1976, no part of this document may bereproduced or distributed in any form or by any means without the written permission ofWestcott, Small & Associates, PLLC.BEFORE YOU DIG!
CONTACT ONE-CALL CENTER
1-800-632-4949SPENCER LOVE TENNISCENTER, PHASE IIWESTCOTT, SMALL & ASSOCIATES, PLLC125 SOUTH ELM STREET, SUITE 606GREENSBORO, NC 27401WWW.WSAAENG.COMPHONE: 336.310.9722220DYH DESIGNED BY: MICHAEL WESTCOTT [e-mail] BY: TORI SMALL [e-mail]-400
WATERSHED
PLAN
OWNER/DEVELOPER:These drawings are instruments of service and shall remain the property of the engineer whetherthe project for which they are made is executed or not. They are not to be used by the owner orany other person on other projects or extensions to this project except by agreement in writingand with appropriate compensation to the engineer.© Copyright 2018 by Westcott, Small & Associates, PLLC, All Rights Reserved. Except aspermitted under the United States Copyright Act of 1976, no part of this document may bereproduced or distributed in any form or by any means without the written permission ofWestcott, Small & Associates, PLLC.BEFORE YOU DIG!
CONTACT ONE-CALL CENTER
1-800-632-4949SPENCER LOVE TENNISCENTER, PHASE IIWESTCOTT, SMALL & ASSOCIATES, PLLC125 SOUTH ELM STREET, SUITE 606GREENSBORO, NC 27401WWW.WSAAENG.COMPHONE: 336.310.9722220DYH DESIGNED BY: MICHAEL WESTCOTT [e-mail] BY: TORI SMALL [e-mail]-1000
STORM
CALCULATIONS℄