20191159 Ver 1_PCN Form Submission_20190829

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Pre -Construction Notification (PCN) Form
September 29, 2018 Ver 3
Initial Review
Has this project met the requirements for acceptance into the review process?*
r Yes
r No
Is this project a public transportation project?*
r Yes r No
Change only if needed.
BIMS # Assigned *
Version#*
20191159
1
Is a payment required for this project?*
* No payment required
What amout is owed?*
* Fee received
r $240.00
r Fee needed - send electronic notification
r $570.00
Reviewing Office* Select Project Reviewer*
Raleigh Regional Office - [phone] Stephanie Goss:eads\szgoss
Information for Initial Review
1a. Name of project:
Chatham Charter School - Recreation Fields Expansion
1a. Who is the Primary Contact?*
Jon Swaim
1 b. Primary Contact Email:*
[e-mail]
Date Submitted
8/29/2019
Nearest Body of Water
Blood Run Creek: Stream ID 17-23-1
Basin
Cape Fear
Water Classification
Blood Run Creek: Stream ID 17-23-1
Site Coordinates
Latitude:
35.744750
A. Processing Information
County (or Counties) where the project is located:
Chatham
Is this project a public transportation project?*
r Yes r No
Longitude:
-79.482222
1a. Type(s) of approval sought from the Corps:
V Section 404 Permit (wetlands, streams and waters, Clean Water Act)
F Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
1 b. What type(s) of permit(s) do you wish to seek authorization?
P Nationwide Permit (NWP)
F- Regional General Permit (RGP)
r- Standard (IP)
1c. Primary Contact Phone:*
[phone]

1c. Has the NWP or GP number been verified by the Corps?
r Yes r No
Nationwide Permit (NWP) Number:
NWP Numbers (for multiple NWPS):
1d. Type(s) of approval sought from the DWR:
P 401 Water Quality Certification - Regular
F Non -404 Jurisdictional General Permit
F Individual Permit
14 - Linear transportation
F 401 Water Quality Certification - Express
F Riparian Buffer Authorization
1e. Is this notification solelyfor the record because written approval is not required?
For the record only for DWR 401 Certification:
For the record only for Corps Permit:
1f. Is this an after -the -fact permit application?*
r Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
19. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
Acceptance Letter Attachment
1h. Is the project located in any of NC's twenty coastal counties?
r Yes r No
1j. Is the project located in a designated trout watershed?
r Yes r No
B. Applicant Information
1d. Who is applying for the permit?
Q Owner r Applicant (other than owner)
1e. Is there an Agent/Consultant for this project?
C Yes r No
2. Owner Information
2a. Name(s) on recorded deed:
Chatham Charter School
2b. Deed book and page no.:
1628, 1014
2c. Responsible party:
Clint Fields, Athletic Director
2d. Address
Street Address
2200 Hamp Stone Road
Address Line 2
City
State / Rwince I Fbgion
Siler City
NC
Postal / Zip Oode
Country
27344
USA
2e. Telephone Number: 2f. Fax Number:
[phone] [phone]
2g. Email Address:*
[e-mail]
C. Project Information and Prior Project History
1. Project Information
r Yes r No
rYes rNo

1b. Subdivision name:
(d appropriate)
1c. Nearest municipality/town:
Siler City
2. Project Identification
2a. Property Identification Number:
8752-0275-3761
2c. Project Address
Street Address
2200 Hamp Stone Rd
Address Line 2
City
Siler City
Postal / Zip Cade
27344
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
Blood Run Creek: Stream ID 17-23-1
3b. Water Resources Classification of nearest receiving water:*
Blood Run Creek: Stream ID 17-23-1
3c. What river basin(s) is your project located in?*
Cape Fear
3d. Please provide the 12 -digit HUC in which the project is located.
030300030206
4. Project Description and History
2b. Property size:
71.63
State / Province / Region
NC
Country
USA
4a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application:*
A PCN application was submitted for this project on February 25, 2019. The application called for 92 linear feet of permanent impacts and 50 linear feet of temporary impacts to an
unnamed tributary to Blood Creek for a road crossing which would provide access to a proposed athletic fields facility. A culvert consisting of three pipes has been designed for the 25 -
year storm event at the stream crossing.
A Nationwide 14 (Action ID. SAW -2019-00758)
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
F Yes r No f Unknown
4c. If yes, please give the DWR Certification number or the Corps Action ID (exp. SAW -0000-00000).
Action V. SAW -2019-00758
Project History Upload
SAW -2019-00758 - Chatham Charter School - Recreation Fields Expansion - NWP 14 and plans - 3 Aug 2019.pdf 627.74KB
4d. Attach an 8 1/2 X 11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR)
NC_Siler_C ity_20160622_T M_geo_to po. pdf
2.69MB
4e. 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. (for DWR)
Soil_Map.pdf 468.87KB
4f. List the total estimated acreage of all existing wetlands on the property:
0.2 -Acres
4g. List the total estimated linear feet of all existing streams on the property:
2,394
4h. Explain the purpose of the proposed project:*
Expand the recreational facilities at Chatham Charter School and provide an access road from the existing school facilities.
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
The proposed project consists of new recreation field facilities that include an amenity building, drop-off, and parking area with an access road connecting to the existing school
facilities. The amenity building is not intended to include water or sewer connections. The paved access road will be approximately 550 linear feet in length. The access road will require
a culvert crossing of the unnamed tributary to Blood Run Creek. A culvert consisting of three pipes has been designed for the 25 -year storm event at the stream crossing. Erosion
control measures have been designed for the 10 -year storm event. Approximately 14.2 acres will be disturbed for the project. The project will be built by a contractor using typical
construction equipment including excavator, bulldozer and dump truck.
As of August 20, 2019, the stream crossing had been installed and grading had been completed on the athletic fields portion of the property. The construction of the northernmost
sediment basin (see Sheets C-103, C-104) resulted in approximately 0.03 -acres of temporary impacts as fill to Wetland A. The basin will be removed and the wetland area restored to
original grades and stabilized with a native NC wetland seed mix.
4j. Please upload project drawings for the proposed project.

18.01703 Chatham Charter Rec Fields - USACOE Permitting Plans.pdf 9.84MB
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
F Yes r No r Unknown
Comments:
Delineations performed by McGill Associates February and August 2019.
5b. If the Corps made a jurisdictional determination, what type of determination was made?
r Preliminary r Approved r Not Verified r Unknown r N/A
Corps AID Number:
SAW -2019-00758
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known): Jon Swaim
Agency/Consultant Company: McGill Associates, PA
Other:
5d1. Jurisdictional determination upload
6. Future Project Plans
6a. Is this a phased project?*
r Yes r No
Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed projector related activity?
D. Proposed Impacts Inventory
1. Impacts Summary
1a. Where are the impacts associated with your project? (check all that apply):
V Wetlands R Streams -tributaries r Buffers
r Open Waters r Pond Construction
2. Wetland Impacts
2a1 Reason(?) 2b. Impact type * (?) 2c. Type of W. * 2d. W. name * 2e. Forested * 2f. Type of 2g. Impact
Jurisdicition * M area*
WA FillT Bottomland Flardwood Forest Wetland t______]BothA ]0.030
(acres)
2g. Total Temporary Wetland Impact 2g. Total Permanent Wetland Impact
0.030 0.000
29. Total Wetland Impact
0.030
2h. Comments:
The construction of the northernmost sediment basin (see Sheets C-103, C-104) resulted in approximately 0.03 -acres of temporary impacts as fill to
Wetland A. The basin will be removed and the wetland area restored to original grades and stabilized with a native NC wetland seed mix.
3. Stream Impacts
113a. Reason for impact (?) 3b.lmpact type * 3c. Type of impact* 3d. S. name * 3e. Stream Type * 3f. Type of 3g. S. width * 3h. Impact
(?) Jurisdiction* length*
S1 Road Crossing Permanent Culvert UT -Blood Creek Intermittent Both 1Average (feet) 9Qinear feet)
Sp Road Crossing Temporary Excavation UT
31
-Blood Creek
Intermittent
Both
1Average (feet)
50inearfed)
. Total jurisdictional ditch impact in square feet:
0

3i. Total permanent stream impacts:
92
3i. Total stream and ditch impacts:
142
3i. Total temporary stream impacts:
50
3j. Comments:
Permanent impacts associated with road crossing and culvert installation. Temporary impacts associated with equipment access and culvert
installation.
E. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
Designing Culvert for minimum length in stream bed. Align culvert close to perpendicular with roadway.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
A limited disturbance area will be shown on the construction plans. Detail will be given on plans for pump around activity and dewatering techniques. A
skimmer basin will be built to collect sediment from the majority of the disturbed area. The skimmer basin will dewater from the top to allow sediment to
fall out prior to discharge toward the stream.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State?
f Yes r No
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
Permanent impacts limited to 92 linear feet stream impacts.
F. Stormwater Management and Diffuse Flow Plan (required by DWR) u
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
r Yes r No
If no, explain why:
No buffer rules for Cape Fear River basin.
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?*
r Yes r No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?
r Yes r No
Comments:
Per section.1003 of 15ANCAC 02H, this project utilizes Low Density Design Criteria for the stormwater design.
G. Supplementary Information
1. Environmental Documentation
1a. Does the project involve an expenditure of public (federallstate/local) funds or the use of public (federal/state) land?*
r Yes r No
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 2B.0200)?*
r Yes r No
2b Provide an explanation of the violation(s):
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
r' Yes r No
3b. If you answered "no," provide a short narrative description.

Project is stand alone and specifically for use by the Chatham Charter School.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
r Yes r Nor N/A
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or habitat?*
r Yes r No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
r Yes r No
5d. Is another Federal agency involved?*
r Yes r No
5e. Is this a DOT project located within Division's 1-8?
r Yes r No
5f. Will you cut anytrees in order to conduct the work in waters of the U.S.?
r Yes r No
5g. Does this project involve bridge maintenance or removal?
r Yes r No
5h. Does this project involve the construction/installation of a wind turbine(s)?*
r- Yes r No
r- Unknown
5i. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.?
r Yes r No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
https://w,Aw.fv&.gov/raleigh/species/cntylisUchatham.html
https://ecos.Nvs.gov/ipac/
Consultation Documentation Upload
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
r Yes r No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
http://ccma.nos.noaa.gov/products/biogeography/sa-efh/
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation status?*
r Yes r No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
http://gis.ncdcr.gov/hpoweb/
7c. Historic or Prehistoric Information Upload
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain? *
r Yes r No
8c. What source(s) did you use to make the floodplain determination?*
http://fris. nc.gov/fris/Index.aspx?F IPS=021 &ST=NC&user=General % 20Public
Miscellaneous
Comments
This application is being submitted to acquire 401 permit approval from the NCDWR. A PCN application was submitted for 404 permit approval in February 2019 and a NW 14 permit
acquired Action ID. SAW -2019-00758.
Miscellaneous attachments not previously requested.
Signature

V By checking the box and signing below, I certify that:
• I have given true, accurate, and complete information on this form;
• I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
• 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');
• 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 PCN form.
Full Name:
Jon Swaim
Signature
�cLC c1�e'a?iar;
Date
8/29/2019

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
Yes No
El®
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑ Yes ® No
impacts?
[1 Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted.
❑ Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
https://www.fws.gov/raleigh/species/cntylist/chatham.html
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ® No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
https:/twww.habitat.noaa.gov/protection/efh/efh mapper/
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
❑ Yes ® No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
http://gis.ncdcr.gov/hpoweb/
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?
❑ Yes ® No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination?
https://fris. nc.govtfds/index.aspx?FIPS=037&ST=NC&user=General%20Public
i �i�I
Applicant/Agenfs Printed Name
i Applicant/Agent's Signature
Date
(Agent's signature is valid only if an authorization letter from the applicant
isprovided.)
Page 11 of 11

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H A R O L D A N D R E W S RD
S CHATHAM
AV
E
E C A RDIN A L S T
S CHATHAM
AVE
EXD
OXFORD ST
CAMBRIDGE ST
BONLEE SCHOOL RDL U S IT A N O L N
GILMORE LODGE RD
S
A
N
D
Y

B
R
A
N
C
H

C
H
U
R
C
H

R
DARTHUR TEAGUE RDBARKER RDC R E S T V I E W RD
J
OHN LANE RDHYATT CTLAKE DR
DRIFTWOOD DR
N
C
H
A
T
H
A
M

A
V
E
SILER CITY FIRE TO W ER RDN IVEY
AVEN GARDEN AVEF
ONTANA CIRSILER
C
ITY
GLENDON
RDW RALEIGH STW 4TH
S
T
E R V I N H E A D EN RD
JO
NES
R
D
E 4TH
S
T
N RICHARDSON RD
V I N E YA R D RDG
ALSTON BRIDGE RDPONY FARM RDDAVIS
R
D
BILLY FITTS RD PRICE MITCHELL RD
STAGE COACH RD
M C L A U R I N R DSTOCKYARD RDKNOLL RIDGE LNTANGLEW O O D D R
SILER
C
ITY GLENDON
RD
W 6 T H S T PINE VIEW RDS DOGWOOD
AVE
W 3 R D S T
E 9TH ST
E 2ND
S
T
E 3RD
S
T
S
1
0
T
H
A
V
E
OLD US HWY 421
S LOVES CREEK CHURCH RDP
E
A
R
L
E
MAN
T
E
AGUE
R
DAL DAVIS RDRUSSELL WEBSTER RDJACK ELKINS RDBRADFORD ROGERS LNIK E B R O O K S R D
JOE BROWN RD
WADE PASCHAL RD
W 2 N D S T
B O N L E E B E N N E T T R D
W ELK S
TN 3RD AVEPALMER CHAPEL RDS 2ND AVE EXNMELVIN CLARK RDWHITE
RD
BOB DIXON RD FOUST RDT E C H N O L O G Y W A Y
DORSETT RD
DR TRUITT RDBAEL
L
I
N
G
T
O
N

R
D
BROWER RDSUNSET DR
MOUNT VERNON SPRIN GS RD
O
L
D

U
S

HW
Y

4
2
1

N
CLARK LN
PETTY RDLIGHTHOUSE CHURCH RDOLD PLANK RDLOG CABIN DRMEADOW CREEK RDBEEC
HW
O
O
D
L
N
PROGRESS BLVDCAMPUS DR
ELMER
M
O
O
R
E

R
D SMOKY HOLLO W TR LRIVES CHAPEL CHURCH RDWADE PASCHAL RDW THIRD ST
FARMERS DR
SANTE FE

C
I
R
PEAR DRWHITE TAIL LNN FI
R AVEN DOGWOOD AVES EVERGREEN
AVE
DUSTIN KRISTY RD
MARTIN L
UTHER KING JR BLVD
H IL L B R O O K B LV D
S
2ND
AVE E RALEIG
H STTI
CK CREEK PRESERVE LNBRIAR HAVEN LNEDWARDS HILL CHURCH RDSAM FIELDS RD
BUCK GUNTER RD SILK HOPE RDLEE EMERSON RDA L S T O N B RIDGE RD
IW 11TH ST
E 11TH ST
Hackneys
Mill PondBlood RunM e a d o w C r Varnell C r
T ic k C r
Tick Cr Me
a
d
o
w
C
r
T i c k C r
E
v
a
n
s Cr We
l
c
h Br
Sandy
BrLoves CrBear CrTick CrLittle B ru sh C rLoves C rEvans CrRocky RiverRoc
k
y Ri
ve
r
Carter Lake
Number One
Siler City
Country Club Pond
Chatham
Memorial
Park
Oakwood
Cem
SILER
CITY
Mount Vernon
Springs
Bonlee
37'
57
39
52
53
79°
N
000m 6 27'
41 6
44 1
E
6
3944
39
54
56
42'
000
690
42'
30"
39
56
30'37
6 40 43 44
6 FEET
39
48
39
39
35°
N
39
45
46
39
39
6
6
38
6
42
6 22'
30"
39
720
000m
45'
FEET
39
49
39
30'6 860 6
6
6
25'45
46
46
39
39
30"
45'
40'
000m
39
36
36 38
1
6 41 42 880
79°
79°
22'
45
49
30"
30"
35°
79°
39
47
54
55
000 39
30"40 6
6
50
53
FEET
39
57
39
000
39
39
50
51
30"
FEET 6 27'6625'
000
6 000m
35°
47
51
39
35°
44
39
E
37
6 39
30"45
3946
3952
39
40'
37'
NORTH
CAROLINA
QUADRANGLE LOCATION
SILER CITY QUADRANGLE
NORTH CAROLINA-CHATHAM CO.
7.5-MINUTE SERIES
SILER CITY, NC
2016
Expressway Local Connector
ROAD CLASSIFICATION
Ramp 4WD
Secondary Hwy Local Road
Interstate Route State RouteUS RouteWX./H
U.S. DEPARTMENT OF THE INTERIOR
U.S. GEOLOGICAL SURVEY

1 Liberty
8 Goldston
2 Crutchfield Crossroads
3 Silk Hope
4 Coleridge
5 Siler City NE
6 Bennett
7 Bear Creek
ADJOINING QUADRANGLES
123
45
678
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
CONTOUR INTERVAL 10 FEET
NORTH AMERICAN VERTICAL DATUM OF 1988
SCALE 1:24 000
1000 500 0 METERS 1000 2000
21KILOMETERS00.51
10.50
MILES
1
1000 0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000
FEET
Imagery...............................................NAIP, August 2014
Roads................................ U.S. Census Bureau, 2015 - 2016
Names..........................................................GNIS, 2016
Hydrography....................National Hydrography Dataset, 2014
Contours............................National Elevation Dataset, 2008
Boundaries............Multiple sources; see metadata file 1972 - 2016
Wetlands.........FWS National Wetlands Inventory 1977 - 2014
North American Datum of 1983 (NAD83)
World Geodetic System of 1984 (WGS84). Projection and
1 000-meter grid: Universal Transverse Mercator, Zone 17S
Produced by the United States Geological Survey
10 000-foot ticks: North Carolina Coordinate System of 1983
This map is not a legal document. Boundaries may be
generalized for this map scale. Private lands within government
reservations may not be shown. Obtain permission before
entering private lands.
U.S. National Grid
100,000-m Square ID
Grid Zone Designation
PV
17S
^
ØMN
GN
UTM GRID AND 2016 MAGNETIC NORTHDECLINATION AT CENTER OF SHEET
0° 55´
16 MILS
8° 39´154 MILS
*7643016379217*NSN.7643016379217NGA REF NO.USGSX24K41328Site
Soil Map—Chatham County, North Carolina
(Chatham Charter School)
Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
8/29/2019
Page 1 of 33956430395650039565703956640395671039567803956850395692039564303956500395657039566403956710395678039568503956920637040637110637180637250637320637390637460
637110 637180 637250 637320 637390 637460
35° 44' 49'' N 79° 29' 3'' W35° 44' 49'' N79° 28' 46'' W35° 44' 30'' N
79° 29' 3'' W35° 44' 30'' N
79° 28' 46'' WN
Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 17N WGS84
0 100 200 400 600
Feet
0 40 80 160 240
Meters
Map Scale: 1:2,750 if printed on A portrait (8.5" x 11") sheet.
Soil Map may not be valid at this scale.
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
1:24,000.
Warning: Soil Map may not be valid at this scale.
Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of soil
line placement. The maps do not show the small areas of
contrasting soils that could have been shown at a more detailed
scale.
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: Chatham County, North Carolina
Survey Area Data: Version 21, Sep 10, 2018
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Date(s) aerial images were photographed: May 19, 2015—Oct
16, 2017
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—Chatham County, North Carolina
(Chatham Charter School)
Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
8/29/2019
Page 2 of 3
Map Unit Legend
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
ChA Chewacla and Wehadkee
soils, 0 to 2 percent slopes,
frequently flooded
3.9 17.1%
CmB Cid-Lignum complex, 2 to 6
percent slopes
7.6 33.8%
HrB Herndon silt loam, 2 to 6
percent slopes
5.0 22.4%
HrC Herndon silt loam, 6 to 10
percent slopes
6.0 26.7%
Totals for Area of Interest 22.5 100.0%
Soil Map—Chatham County, North Carolina Chatham Charter School
Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
8/29/2019
Page 3 of 3
CHATHAM COUNTY, NORTH CAROLINA
SCHEDULE OF DRAWINGS
VICINITY MAP
CHATHAM
CHARTER SCHOOL
RECREATIONAL FIELD EXPANSION
G-001 . . . . . COVER SHEET
G-002 . . . . .GENERAL NOTES AND STANDARD SYMBOLS
G-002 . . . . .LAND QUALITY AND GENERAL EROSION CONTROL NOTES
CE-101 . . . .EXISTING CONDITIONS
C-101 . . . . .SITE PLAN
C-102 . . . . .GRADING AND DRAINAGE PLAN
C-103 . . . . .EROSION CONTROL PLAN (PHASE 1)
C-104 . . . . .EROSION CONTROL PLAN (PHASE 2)
C-105 . . . . .DRAINAGE AREA MAP (PHASE 1)
C-106 . . . . .DRAINAGE AREA MAP (PHASE 2)
C-501 . . . . .DETAILS
C-502 . . . . .DETAILS
C-503 . . . . .DETAILS
C-504 . . . . .DETAILS
NOT TO SCALE
E N G I N E E R I N G · P L A N N I N G · F I N A N C E
A S S O C I A T E SMcGlil
L:\Hickory\Projects\2018 PROJECTS\18.01703 - Chatham Charter School - Recreation Fields Expansion Master Plan\02 - Design Phase\Drawings Data\18.01703 Plan Set.dwg 3/1/2019 4:05 PM MATTHEW BRASWELL1240 19th STREET, LANE NW PH. [phone]HICKORY, NC 28601 FIRM LICENSE # C-0459 FEBRUARY, 2019
PROJECT
LOCATION
H
W
Y

4
2
1
HWY 64
SILER
CITY
FOR REVIEW
NOT FOR CONSTRUCTION
G-00218.01703 Plan Set.dwgSHEETDESIGN REVIEW: _____
DESIGNED BY:
JOB NO.:
DATE:
CADD BY:
CONST. REVIEW: _____
E N G I N E E R I N G · P L A N N I N G · F I N A N C E
A S S O C I A T E SMcGlilNO.DATEBYREVISION DESCRIPTIONL:\Hickory\Projects\2018 PROJECTS\18.01703 - Chatham Charter School - Recreation Fields Expansion Master Plan\02 - Design Phase\Drawings Data\18.01703 Plan Set.dwg 3/1/2019 4:05 PM MATTHEW BRASWELL
1240 19th STREET, LANE NW PH. [phone]HICKORY, NC 28601 FIRM LICENSE # C-0459
STANDARD SYMBOLS
and GENERAL NOTES GENERAL NOTES:GENERAL CONSTRUCTION NOTESEXISTING CONDITIONSCTVCTVCTVCTV######nnnnnnnnnnnnnnnnnn######PROPOSED CONDITIONS LEGENDS Know what'sbelow.before you dig.CallRDial 811 or 1-800-632-4949N.C. One-Call CenterPROPOSED SYMBOLSPROPOSED ABBREVIATIONSPROPOSED LINE TYPESFOR REVIEWNOT FORCONSTRUCTIONCHATHAM COUNTY, NORTH CAROLINA
RECREATIONAL FIELD EXPANSION
MJN
18.01703
FEB 2019
MDB CHATHAM
CHARTER SCHOOL
G-00318.01703 Plan Set.dwgSHEETDESIGN REVIEW: _____
DESIGNED BY:
JOB NO.:
DATE:
CADD BY:
CONST. REVIEW: _____
E N G I N E E R I N G · P L A N N I N G · F I N A N C E
A S S O C I A T E SMcGlilNO.DATEBYREVISION DESCRIPTIONL:\Hickory\Projects\2018 PROJECTS\18.01703 - Chatham Charter School - Recreation Fields Expansion Master Plan\02 - Design Phase\Drawings Data\18.01703 Plan Set.dwg 3/1/2019 4:05 PM MATTHEW BRASWELL
1240 19th STREET, LANE NW PH. [phone]HICKORY, NC 28601 FIRM LICENSE # C-0459
LAND QUALITY NOTES and
GENERAL EROSION
CONTROL NOTES EC44NORTH CAROLINA LAND QUALITY SECTION EROSION CONTROL NOTESNPDES GROUND COVER STABILIZATION TABLEUPDATED MARCH, 2017NATIVE SEEDING:NATIVE PLANT SEEDING MIX FOR STREAM OR RIVERBANK STABILIZATIONGENERAL EROSION CONTROL NOTESEC43UPDATED MARCH, 2017FOR REVIEWNOT FORCONSTRUCTIONCHATHAM COUNTY, NORTH CAROLINA
RECREATIONAL FIELD EXPANSION
MJN
18.01703
FEB 2019
MDB CHATHAM
CHARTER SCHOOL
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSEXISTINGEXIST
ING
CLASS-
ASPHALT DR
I
V
E
ASPHALT DR
IVEASPHALT DR
IVE CONCRETE WALKWALKRIGHT OF WAYIPFROOM BU
ILD
ING ROOM BU
ILD
INGEXIST
ING
CLASS-BUILDINGS 51°15'55"E26.88'S 51°19'35"E272.26'S 51°18'56"E202.83'S 51°12'03"E196.83'
S 51°15'12"E
144.63'
S 51°01'20"E
115.92'
S 50°54'15"E
124.06'
S 48°40'34"E
94.11'
S 46°52'29"E
85.00'
S 44°09'59"E
75.87'
S 42°36'18"E
59.27'
S 40°33'26"E
83.14'
S 38°14'36"E
106.37'
S 35°51'2
3
"
E
105.34'
S 33°34
'
3
3
"
E
81.33'
S 31°1
1
'
4
2
"
E
103.5
2
'
S 28°
5
9
'
5
1
"
E
87.39
'
S 26
°
0
0
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0
9
"
E
95.7
5
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S 2
2
°
3
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1
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E
76.
2
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°
4
4
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1
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66.
9
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1
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0
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E
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6
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8
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5
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E
558.
0
6'
N 12°17'05"E480.27'N 11°37'47"E178.26'N 11°37'47"E60.74'N 11°37'47"E190.76'N 39°38'39"E382.31'RIGHT OF WAYIPFE
DG
E
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9
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A
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YSANITARYSEWER MANHOLETOP = 611.38TO
P

=

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0SEWER MANHOLESANITARYTOP OF SEWERPIPINGELEV = 602.65SANITARYSEWER MANHOLETOP = 614.46TOP = 613.81SEWER MANHOLESANITARYSANITARYSEWER MANHOLETOP = 612.06UTILITYPOLE TOBACCOBARNE
DG
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DISLANDAREA LIGHTCHATHAM COUNTY, NORTH CAROLINA
RECREATIONAL FIELD EXPANSION
CE-101MJN
18.01703
FEB 2019
MDBEXISTING CONDITIONS
18.01703 Plan Set.dwg PLAN1 INCH = FEETGRAPHIC SCALE0080408016024080SHEETDESIGN REVIEW: _____
DESIGNED BY:
JOB NO.:
DATE:
CADD BY:
CONST. REVIEW: _____
E N G I N E E R I N G · P L A N N I N G · F I N A N C E
A S S O C I A T E SMcGlilNO.DATEBYREVISION DESCRIPTIONL:\Hickory\Projects\2018 PROJECTS\18.01703 - Chatham Charter School - Recreation Fields Expansion Master Plan\02 - Design Phase\Drawings Data\18.01703 Plan Set.dwg 3/1/2019 4:05 PM MATTHEW BRASWELL
1240 19th STREET, LANE NW PH. [phone]HICKORY, NC 28601 FIRM LICENSE # C-0459
CHATHAM
CHARTER SCHOOLFOR REVIEWNOT FORCONSTRUCTION
CHATHAM COUNTY, NORTH CAROLINA
RECREATIONAL FIELD EXPANSION
C-101MJN
18.01703
FEB 2019
MDBSITE PLAN
18.01703 Plan Set.dwg PLAN1 INCH = FEETGRAPHIC SCALE5002550100150500SHEETDESIGN REVIEW: _____
DESIGNED BY:
JOB NO.:
DATE:
CADD BY:
CONST. REVIEW: _____
E N G I N E E R I N G · P L A N N I N G · F I N A N C E
A S S O C I A T E SMcGlilNO.DATEBYREVISION DESCRIPTIONL:\Hickory\Projects\2018 PROJECTS\18.01703 - Chatham Charter School - Recreation Fields Expansion Master Plan\02 - Design Phase\Drawings Data\18.01703 Plan Set.dwg 3/1/2019 4:05 PM MATTHEW BRASWELL
1240 19th STREET, LANE NW PH. [phone]HICKORY, NC 28601 FIRM LICENSE # C-0459
CHATHAM
CHARTER SCHOOLFOR REVIEWNOT FORCONSTRUCTION
CHATHAM COUNTY, NORTH CAROLINA
RECREATIONAL FIELD EXPANSION
C-102MJN
18.01703
FEB 2019
MDBGRADING AND
DRAINAGE PLAN
18.01703 Plan Set.dwg PLAN1 INCH = FEETGRAPHIC SCALE5002550100150500SHEETDESIGN REVIEW: _____
DESIGNED BY:
JOB NO.:
DATE:
CADD BY:
CONST. REVIEW: _____
E N G I N E E R I N G · P L A N N I N G · F I N A N C E
A S S O C I A T E SMcGlilNO.DATEBYREVISION DESCRIPTIONL:\Hickory\Projects\2018 PROJECTS\18.01703 - Chatham Charter School - Recreation Fields Expansion Master Plan\02 - Design Phase\Drawings Data\18.01703 Plan Set.dwg 3/1/2019 4:05 PM MATTHEW BRASWELL
1240 19th STREET, LANE NW PH. [phone]HICKORY, NC 28601 FIRM LICENSE # C-0459
CHATHAM
CHARTER SCHOOLFOR REVIEWNOT FORCONSTRUCTIONSTREAM IMPACT S1: PIPE INSTALLATIONTO BLOOD RUN CREEKUNNAMED TRIBUTARYSITE GRADING NOTES
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(PHASE 1)
18.01703 Plan Set.dwg PLAN1 INCH = FEETGRAPHIC SCALE5002550100150500SHEETDESIGN REVIEW: _____
DESIGNED BY:
JOB NO.:
DATE:
CADD BY:
CONST. REVIEW: _____
E N G I N E E R I N G · P L A N N I N G · F I N A N C E
A S S O C I A T E SMcGlilNO.DATEBYREVISION DESCRIPTIONL:\Hickory\Projects\2018 PROJECTS\18.01703 - Chatham Charter School - Recreation Fields Expansion Master Plan\02 - Design Phase\Drawings Data\18.01703 Plan Set.dwg 3/1/2019 4:05 PM MATTHEW BRASWELL
1240 19th STREET, LANE NW PH. [phone]HICKORY, NC 28601 FIRM LICENSE # C-0459CHATHAM COUNTY, NORTH CAROLINA
RECREATIONAL FIELD EXPANSION
C-103MJN
18.01703
FEB 2019
MDB CHATHAM
CHARTER SCHOOLFOR REVIEWNOT FORCONSTRUCTION“”nnnnnnnnn
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(PHASE 2)
18.01703 Plan Set.dwg PLAN1 INCH = FEETGRAPHIC SCALE5002550100150500SHEETDESIGN REVIEW: _____
DESIGNED BY:
JOB NO.:
DATE:
CADD BY:
CONST. REVIEW: _____
E N G I N E E R I N G · P L A N N I N G · F I N A N C E
A S S O C I A T E SMcGlilNO.DATEBYREVISION DESCRIPTIONL:\Hickory\Projects\2018 PROJECTS\18.01703 - Chatham Charter School - Recreation Fields Expansion Master Plan\02 - Design Phase\Drawings Data\18.01703 Plan Set.dwg 3/1/2019 4:05 PM MATTHEW BRASWELL
1240 19th STREET, LANE NW PH. [phone]HICKORY, NC 28601 FIRM LICENSE # C-0459MAINTENANCE PLANEC45UPDATED MARCH, 2017EROSION CONTROLCHATHAM COUNTY, NORTH CAROLINA
RECREATIONAL FIELD EXPANSION
C-104MJN
18.01703
FEB 2019
MDB CHATHAM
CHARTER SCHOOLFOR REVIEWNOT FORCONSTRUCTIONn
n
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n
n
n
n
nn
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n2.61 AC4.18 AC1.61 AC0.89 AC0.61 AC0.09 AC0.76 AC8.59 AC2.98 ACDRAINAGE AREA MAP
(PHASE 1)
18.01703 Plan Set.dwg PLAN1 INCH = FEETGRAPHIC SCALE0080408016024080SHEETDESIGN REVIEW: _____
DESIGNED BY:
JOB NO.:
DATE:
CADD BY:
CONST. REVIEW: _____
E N G I N E E R I N G · P L A N N I N G · F I N A N C E
A S S O C I A T E SMcGlilNO.DATEBYREVISION DESCRIPTIONL:\Hickory\Projects\2018 PROJECTS\18.01703 - Chatham Charter School - Recreation Fields Expansion Master Plan\02 - Design Phase\Drawings Data\18.01703 Plan Set.dwg 3/1/2019 4:05 PM MATTHEW BRASWELL
1240 19th STREET, LANE NW PH. [phone]HICKORY, NC 28601 FIRM LICENSE # C-0459CHATHAM COUNTY, NORTH CAROLINA
RECREATIONAL FIELD EXPANSION
C-105MJN
18.01703
FEB 2019
MDB CHATHAM
CHARTER SCHOOLFOR REVIEWNOT FORCONSTRUCTIONSIZE (AC)EROSION CONTROL MEASURE4.18SKIMMER BASIN #12.61SKIMMER BASIN #21.61SKIMMER BASIN #32.98SKIMMER BASIN #40.76CLEAR WATER DIVERSION #18.89CLEAR WATER DIVERSION #20.61SILT FENCE0.89SILT FENCE0.09SILT FENCE
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n0.99 AC4.43 AC2.98 AC0.81 AC2.26 AC1.61 AC0.10 AC0.76 AC8.54 ACDRAINAGE AREA MAP
(PHASE 2)
18.01703 Plan Set.dwg PLAN1 INCH = FEETGRAPHIC SCALE0080408016024080SHEETDESIGN REVIEW: _____
DESIGNED BY:
JOB NO.:
DATE:
CADD BY:
CONST. REVIEW: _____
E N G I N E E R I N G · P L A N N I N G · F I N A N C E
A S S O C I A T E SMcGlilNO.DATEBYREVISION DESCRIPTIONL:\Hickory\Projects\2018 PROJECTS\18.01703 - Chatham Charter School - Recreation Fields Expansion Master Plan\02 - Design Phase\Drawings Data\18.01703 Plan Set.dwg 3/1/2019 4:05 PM MATTHEW BRASWELL
1240 19th STREET, LANE NW PH. [phone]HICKORY, NC 28601 FIRM LICENSE # C-0459CHATHAM COUNTY, NORTH CAROLINA
RECREATIONAL FIELD EXPANSION
C-106MJN
18.01703
FEB 2019
MDB CHATHAM
CHARTER SCHOOLFOR REVIEWNOT FORCONSTRUCTIONSIZE (AC)EROSION CONTROL MEASURE4.44SKIMMER BASIN #12.26SKIMMER BASIN #21.61SKIMMER BASIN #32.98SKIMMER BASIN #40.76DIVERSION BERM #18.54DIVERSION BERM #20.81SILT FENCE0.99SILT FENCE0.1SILT FENCE
18.01703 Plan Set.dwgTEMPORARY STREAM BYPASSM77UPDATED MARCH, 2017NOT TO SCALEWATTLE SECTIONSTAKE DETAILSWATTLE DITCH PROTECTIONEC23UPDATED MARCH, 2017NOT TO SCALESILT FENCEEC1UPDATED MARCH, 2017NOT TO SCALEINLET PROTECTIONEC14UPDATED MARCH, 2017NOT TO SCALENOTES :DESIGN CRITERIADIMENSION OF GRAVEL PADCONSTRUCTION SPECIFICATIONSMAINTENANCETEMPORARY CONSTRUCTION ENTRANCECONSTRUCTION SPECIFICATIONSMAINTENANCESILT FENCE - OUTLETCONSTRUCTION SPECIFICATIONSMAINTENANCETEMPORARY DIVERSIONCHATHAM COUNTY, NORTH CAROLINA
RECREATIONAL FIELD EXPANSION
C-501MJN
18.01703
FEB 2019
MDBDETAILS
CHATHAM
CHARTER SCHOOLFOR REVIEWNOT FORCONSTRUCTION6" #57 STONEATTACHMENT POINTFOR PUMP DISCHARGEPUMP DISCHARGEHOSEATTACHMENT POINTFOR PUMP DISCHARGEPUMP DISCHARGEHOSEGEOTEXTILE FILTER BAG SIZEDFOR PUMP DISCHARGE(MIN. 10'X15')6" #57 STONEUNDISTURBED EARTHSEWN-IN PIPEDISCHARGE SLEEVESEWN-IN PIPEDISCHARGE SLEEVEINSTALL ON LESSTHAN 5% SLOPEDEWATERING SILT BAGEC29UPDATED MARCH, 2017NOT TO SCALESHEETDESIGN REVIEW: _____
DESIGNED BY:
JOB NO.:
DATE:
CADD BY:
CONST. REVIEW: _____
E N G I N E E R I N G · P L A N N I N G · F I N A N C E
A S S O C I A T E SMcGlilNO.DATEBYREVISION DESCRIPTIONL:\Hickory\Projects\2018 PROJECTS\18.01703 - Chatham Charter School - Recreation Fields Expansion Master Plan\02 - Design Phase\Drawings Data\18.01703 Plan Set.dwg 3/1/2019 4:05 PM MATTHEW BRASWELL
1240 19th STREET, LANE NW PH. [phone]HICKORY, NC 28601 FIRM LICENSE # C-0459
18.01703 Plan Set.dwgSHEETDESIGN REVIEW: _____
DESIGNED BY:
JOB NO.:
DATE:
CADD BY:
CONST. REVIEW: _____
E N G I N E E R I N G · P L A N N I N G · F I N A N C E
A S S O C I A T E SMcGlilNO.DATEBYREVISION DESCRIPTIONL:\Hickory\Projects\2018 PROJECTS\18.01703 - Chatham Charter School - Recreation Fields Expansion Master Plan\02 - Design Phase\Drawings Data\18.01703 Plan Set.dwg 3/1/2019 4:05 PM MATTHEW BRASWELL
1240 19th STREET, LANE NW PH. [phone]HICKORY, NC 28601 FIRM LICENSE # C-0459TEMPORARY SKIMMER BASINEC27UPDATED MARCH, 2017NOT TO SCALEPIPE OUTLET PROTECTIONEC17CCDDORUPDATED MARCH, 2017NOT TO SCALEPOROUS BAFFLE DETAILCONCRETE WASHOUT PITCHATHAM COUNTY, NORTH CAROLINA
RECREATIONAL FIELD EXPANSION
C-502MJN
18.01703
FEB 2019
MDBDETAILS
CHATHAM
CHARTER SCHOOLFOR REVIEWNOT FORCONSTRUCTION
18.01703 Plan Set.dwgSHEETDESIGN REVIEW: _____
DESIGNED BY:
JOB NO.:
DATE:
CADD BY:
CONST. REVIEW: _____
E N G I N E E R I N G · P L A N N I N G · F I N A N C E
A S S O C I A T E SMcGlilNO.DATEBYREVISION DESCRIPTIONL:\Hickory\Projects\2018 PROJECTS\18.01703 - Chatham Charter School - Recreation Fields Expansion Master Plan\02 - Design Phase\Drawings Data\18.01703 Plan Set.dwg 3/1/2019 4:05 PM MATTHEW BRASWELL
1240 19th STREET, LANE NW PH. [phone]HICKORY, NC 28601 FIRM LICENSE # C-0459LIGHT DUTY ASPHALT PAVEMENTPRE-CAST CATCH BASINCHATHAM COUNTY, NORTH CAROLINA
RECREATIONAL FIELD EXPANSION
C-503MJN
18.01703
FEB 2019
MDBDETAILS
CHATHAM
CHARTER SCHOOLFOR REVIEWNOT FORCONSTRUCTIONCONCRETE FLARED END SECTIONSD11UPDATED MARCH, 2017NOT TO SCALEPERMANENT DRAINAGE SWALEEC7UPDATED MARCH, 2017NOT TO SCALEBBAACONCRETE SIDEWALKSECTION A-ASECTION B-BPLANST19UPDATED MARCH, 2017NOT TO SCALE6" #57 STONEATTACHMENT POINTFOR PUMP DISCHARGEPUMP DISCHARGEHOSEATTACHMENT POINTFOR PUMP DISCHARGEPUMP DISCHARGEHOSEGEOTEXTILE FILTER BAG SIZEDFOR PUMP DISCHARGE(MIN. 10'X15')6" #57 STONEUNDISTURBED EARTHSEWN-IN PIPEDISCHARGE SLEEVESEWN-IN PIPEDISCHARGE SLEEVEINSTALL ON LESSTHAN 5% SLOPEDEWATERING SILT BAGEC29UPDATED MARCH, 2017NOT TO SCALE
18.01703 Plan Set.dwgSHEETDESIGN REVIEW: _____
DESIGNED BY:
JOB NO.:
DATE:
CADD BY:
CONST. REVIEW: _____
E N G I N E E R I N G · P L A N N I N G · F I N A N C E
A S S O C I A T E SMcGlilNO.DATEBYREVISION DESCRIPTIONL:\Hickory\Projects\2018 PROJECTS\18.01703 - Chatham Charter School - Recreation Fields Expansion Master Plan\02 - Design Phase\Drawings Data\18.01703 Plan Set.dwg 3/1/2019 4:05 PM MATTHEW BRASWELL
1240 19th STREET, LANE NW PH. [phone]HICKORY, NC 28601 FIRM LICENSE # C-0459CHATHAM COUNTY, NORTH CAROLINA
RECREATIONAL FIELD EXPANSION
C-504MJN
18.01703
FEB 2019
MDBDETAILS
CHATHAM
CHARTER SCHOOLFOR REVIEWNOT FORCONSTRUCTIONSTAPLE/ROLL INSTALLATIONSLOPE STABILIZATION WITH MATTINGMATERIAL STOCKPILETO BE SEEDED ANDSTABILIZEDSILT FENCE TO BE PLACED ONDOWN-GRADIENT OF ALL SIDESOF ALL MATERIAL STOCKPILESMATERIAL STOCKPILE12 MAX.EXISTING GRADEEXISTING GRADEMATERIAL STOCKPILE DETAILCROSS SECTIONPROFILECONCRETE HEADWALL/TOEWALLNOT TO SCALE
n
n
n
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nnnnnn
18.01703 Plan Set.dwgSHEETDESIGN REVIEW: _____
DESIGNED BY:
JOB NO.:
DATE:
CADD BY:
CONST. REVIEW: _____
E N G I N E E R I N G · P L A N N I N G · F I N A N C E
A S S O C I A T E SMcGlilNO.DATEBYREVISION DESCRIPTIONL:\Hickory\Projects\2018 PROJECTS\18.01703 - Chatham Charter School - Recreation Fields Expansion Master Plan\02 - Design Phase\Drawings Data\18.01703 Plan Set.dwg 3/1/2019 4:05 PM MATTHEW BRASWELL
1240 19th STREET, LANE NW PH. [phone]HICKORY, NC 28601 FIRM LICENSE # C-0459CHATHAM COUNTY, NORTH CAROLINA
RECREATIONAL FIELD EXPANSION
C-505MJN
18.01703
FEB 2019
MDBDETAILS
CHATHAM
CHARTER SCHOOLFOR REVIEWNOT FORCONSTRUCTIONSTREAM BANK STABILIZATIONNOT TO SCALENATIVE PLANT SEEDING MIX FOR STREAMBANK STABILIZATION
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW -2019-00758 County: Chatham U.S.G.S. Quad: NC -Siler City
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee: Chatham Charter School—Recreation Fields Expansion
John Eldridge
Address: 2200 Hamp Stone Road
Siler City, NC 27344
Telephone Number: [phone]
E-mail: ieldrid2c(ibehathamcharter.or,
Size (acres) 71_63 Nearest Town Siler City
Nearest Waterway UT to Blood Run Creels River Basin Cape Fear
USGS HUC 03030003 Coordinates Latitude: 35.744750
Longitude: -790.482222
Location description: The site consists of 71.63 acres located at 2200 Hamp Stone Road, northeast of Sante Fe Circle, northwest
of Fontana Circle approximately 1 mile northwest of US Highway 64, in Siler City, NC.
Description of projects area and activity: This verification authorizes the discharge of fill material into 72 linear feet of stream
channel associated with culvert installation 20 linear feet of stream impacts for the installation of the rip rap energy dissipater
pad and 50 linear feet of temporary stream channel impacts associated with cofferdam installation and dewatering activities
associated with the culvert's installation. These impacts are associated the road crossing to access the Recreation Fields
Expansion.
Applicable Law(s): R Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: NWP 14. Linear Transportation Projects
SEE ATTACHED NWP GENERAL, REGIONAL, AND/OR SPECIAL CONDITIONS
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the enclosed
Conditions, your application signed and dated 2/25/2019, and the enclosed plans titled Recreation Field Expansion — Chatham
Charter School dated 2/12/2019. Any violation of the attached conditions or deviation from your submitted plans may subject
the permittee to a stop work order, a restoration order, a Class I administrative penalty, and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified, suspended
or revoked. If, prior to the expiration date identified below, the nationwide permit authorization is reissued and/or modified, this
verification will remain valid until the expiration date identified below, provided it complies with all requirements of the modified
nationwide permit. If the nationwide permit authorization expires or is suspended, revoked, or is modified, such that the activity would
no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are under construction)
or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the activity is completed
within twelve months of the date of the nationwide permit's expiration, modification or revocation, unless discretionary authority has
been exercised on a case-by-case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Resources (telephone [phone]) to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA), prior
to beginning work you must contact the N.C. Division of Coastal Management Morehead City, NC, at [phone].
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal, State
or local approvals/permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory program,
please contact Andrew E. Williams at [phone], Ext 26 or Andrew.E.Williams2na,usace.army.mil.
GIBBY.JEAN.B.12297836'i Df ft,IlyAi ,dhy
Cors Regulatory Official: rG1W2019.0&W &��391B3� for Andrew Williams Date: 08/03/2019
IJ �' �' 33 .: GIBBU122 78303 aoo

Expiration Date of Verification: 03/18/2022

The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete the Customer Satisfaction Survey located at
http://corpsmapu.usace.army.mil/cm_apex/f?p=l 36*0
Copy furnished:
Agent:
McGill Associates, P.A.
Michael Norris
Address:
1240 19th Street Lane NW
Hickory, NC 28601
Telephone Number:
[phone], Ex. 244
E-mail:
Mike.NorrisAmcaillassociates.com

Action ID Number: SAW -2019-00758 County: Chatham
Permittee: Chatham Charter School — Recreation Fields Expansion, John Eldridge
Project Name: Chatham Charter School — Recreation Fields Expansion
Date Verification Issued: 08/03/2019
Project Manager: Andrew E. Williams
Upon completion of the activity authorized by this permit and any mitigation required by the permit,
sign this certification and return it to the following address:
US ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Attn: Andrew E. Williams
Raleigh Regulatory Office
U.S Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
or
Andrew.E. [e-mail]
Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of
Engineers representative. Failure to comply with any terms or conditions of this authorization may
result in the Corps suspending, modifying or revolting the authorization and/or issuing a Class I
administrative penalty, or initiating other appropriate legal action.
I hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terms and condition of the said permit, and required mitigation was completed in
accordance with the permit conditions.
Signature of Permittee
Date

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CLASS A __ _ - _ / / I = 0 ROCK CONSTRUCTION ENTRANCE
TEMP SKIMMER BASIN #1 ---- _ _ -- - _..---SILT FENCE - f/ 'SILT FENCE TOP AMGELEV. - 611 W
L=188 LF, W=47 LF �--_ _ / - - -- -- -- -^ T T _ _ 1 T - / /�� _ _/ _ -3.0' SKIMMER W/ 1.5"0 ORIFICE
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TEMPORARY IMPACT
17 LF
FULLY BIODEGRADABLE COIR MATTING
SEEDED WITH NATVE NO RIPARIAN
SEED MIX.
NORMAL WATER SURFACE
ELEVATOR
PERMANENTIMPACT
TOP OF SLOPE
SECTION VIEW
NOTES
1. ALL DISTURBED STREAM BED AND BANKS TO BE RETURNED TO ORIGINAL CONTOURS AND
ELEVATORS.
2. DISTURBED STREAM BEDS TO BE BACKDLLED USING ORIGINAL MATERIAL
3. DISTURBED STREAM BANKS TO BE STABILIZED WITH COIR MATTING AND NAIVE SEEDING.
4, INSTALL FULLY BIOOEGRADEABLE COIR MATRNG (NO BACKING) ON ALL DISTURBED AREAS
OF CREEK SIDE SLOPES, OVERLAP MATING MIN. OF 2' TO ADJACENT NON -DISTURBED
AREAS, DO NOT MAT CREEK BOTTOM.
STREAM BANK STABILIZATION
NOTTOSCALE
NA FIVE PLAN I 6EEUIN6 MIA FUK S 1 KEAMBANK J IABILILAI IUN
SEEDING FOR STREAM OR RIVERBANK STABILIZATION SHALL BE A MIXTURE OF
NATIVE GRASSES, NATIVE WETLAND GRASSES, PLANTS AND TREES. NATIVE
PLANT MIX SHALL INCLUDE THE FOLLOWING:
GRASSES - BIG BLUESTEM (ANDROPOGAN GERARDII), INDIAN GRASS
(SORGASTRUM NUTANS), LITRE BLUESTEM
(SCHIZACHYRIUM SCOPARIUM), SNTCHGRASS (PANICUM MRGATUM).
15 LBS/ACRE EACH
AUGUST THRU MAY - GREENRYE (SEGALL CEREALE)
25 LBS/ACRE EACH
MAY i THIRD AUGUST - MILLET (PENNISETUM GLLAUCUM)
25 LBS/ACRE EACH
TREES - SILKY DOGWOOD (CORNUS AMONUM), SILKY WILLOW (SALIX SERICEA),
HAZEL ALDER (ALMUS SERRULATA) AND ELDERBERRY (SAMBUEUS CANADENSIS)
NATIVE PLANT MIX VARIATIONS SHALL BE APPROVED BY ENGINEER
NOTE: NO FERTILIZER SHALL BE USED WITHIN 10' OF TOP OF STREAM OR
RIVER BANK.
I \ _
kTEMPORARY IMPACT -
3 OF
LIMIT OF
DISTURB13
ANCE
1
NOTES: NCDEQ GENERAL CONSTRUCTION CONDITIONS
1. THE CONTRACTOR SHALL MINIMIZE CLEARING WITHIN WETLANDS AND ACROSS
STREAMS TO THE GREATEST EXTENT PRACTICABLE AND SHALL NOT EXCEED
50' WIDE FOR GAS UTILITY LINES AND 40' WIDE FOR ALL OTHER UTILITY
LINES. EXCEPTIONS TO THIS CONDITION WILL REQUIRE WRITTEN APPROVAL
FROM THE PROJECT ENGINEER. FOR CONSTRUCTION CORRIDORS IN
WETLANDS AND ACROSS STREAM CHANNELS, STUMPS SHALL BE GRUBBED
ONLY AS NEEDED TO INSTALL THE UTILITY AND REMAINING STUMPS SHALL
BE CUT OFF AT GRADE LEVEL. THE GENERAL STRIPPING OF TOPSOIL WITHIN
WETLANDS ALONG THE CONSTRUCTION CORRIDOR IS NOT PERMITTED.
2. PERMANENT MAINTAINED ACCESS CORRIDORS IN WETLANDS AND ACROSS
STREAM CHANNELS SHALL BE RESTRICTED TO THE MINIMUM WIDTH
PRACTICABLE AND SHALL NOT EXCEED 30' WIDE FOR GAS UTILITY LINES
AND 20' WIDE FOR ALL OTHER UTILITY LINES EXCEPT AT MANHOLE
LOCATIONS. 15' X 15' PERPENDICULAR VEHICLE TURN-AROUNDS ARE
ALLOWED IN ACCESS CORRIDORS BUT MUST BE SPACED AT LEAST 500'
APART. EXCEPTIONS TO THIS CONDITION REQUIRE WRITTEN APPROVAL FROM
THE PROJECT ENGINEER.
3. THE CONTRACTOR SHALL HAVE A SPECIFIC PLAN FOR RESTORING WETLAND
CONTOURS. ANY EXCESS MATERIAL SHALL BE REMOVED TO A HIGH GROUND
DISPOSAL AREA. THE MIXING OF TOPSOIL AND SUBSOILS WITHIN WETLANDS
ALONG UTILITY CORRIDORS SHALL BE MINIMIZED TO THE GREATEST EXTENT
PRACTICABLE DURING EXCAVATION. THE SOILS SHALL BE PLACED ON FABRIC
TO MINIMIZE IMPACTS WHENEVER POSSIBLE. TOPSOIL EXCAVATED FROM
UTILITY TRENCHES SHALL BE PILED SEPARATELY FROM SUBSOILS AND
BACKFILLED INTO THE TRENCH ONLY AFTER THE SUBSOILS HAVE BEEN
PLACED AND COMPACTED,
4. NO WASTE, SPOIL, SOLIDS, OR FILL OF ANY KIND CAN OCCUR IN WETLANDS
OR WATERS BEYOND THE FOOTPRINT OF THE IMPACT AREA (INCLUDING
TEMPORARY IMPACTS) OR BEYOND THE PERMITTED THRESHOLDS WITHOUT
WRITTEN AUTHORIZATION FROM THE PROJECT ENGINEER. NO REMOVAL OF
VEGETATION OR OTHER IMPACTS OF ANY KIND CAN OCCUR TO STATE
REGULATED RIPARIAN BUFFERS BEYOND THE FOOTPRINT OF IMPACTS
APPROVED IN A BUFFER AUTHORIZATION OR VARIANCE OR AS LISTED AS AN
EXEMPT ACTIVITY IN THE APPLICABLE RIPARIAN BUFFER RULES.
5. ALL EROSION CONTROL DEVICES SHALL BE MAINTAINED ON ALL
CONSTRUCTION SITES, BORROW SITES, AND WASTE PILE (SPOIL) SITES,
INCLUDING CONTRACTOR OWNED OR LEASED BORROW PITS ASSOCIATED WTH
THE PROJECT. SUFFICIENT MATERIALS REQUIRED FOR STABILIZATION AND/OR
REPAIR OF EROSION CONTROL MEASURES AND STORMWATER ROUTING AND
TREATMENT SHALL BE ON-SITE AT ALL TIMES.
6. SEDIMENT AND EROSION CONTROL MEASURES SHALL NOT BE PLACED IN
WETLANDS OR WATERS EXCEPT WITHIN THE FOOTPRINT OF TEMPORARY OR
PERMANENT IMPACTS AUTHORIZED UNDER THE PERMITS. EXCEPTIONS TO
THIS CONDITION REQUIRE WRITTEN APPROVAL FROM THE PROJECT ENGINEER.
7. EROSION CONTROL MATTING THAT INCORPORATES PLASTIC MESH AND/OR
PLASTIC TWINE SHALL NOT BE USED ALONG STREAMBANKS OR WITHIN
WETLANDS. EXCEPTIONS TO THIS CONDITION REQUIRE WRITTEN APPROVAL
FROM THE PROJECT ENGINEER.
B. AN NPDES CONSTRUCTION STORMWATER PERMIT (NCGOIOOOO)IS REQUIRED
FOR CONSTRUCTION PROJECTS THAT DISTURB ONE OR MORE ACRES OF
LAND. THE NCGO10000 PERMIT ALLOWS STORMWATER TO BE DISCHARGED
DURING LAND DISTURBING CONSTRUCTION ACTIVITIES AS STIPULATED IN THE
CONDITIONS OF THE PERMIT. IF THE PROJECT IS COVERED BY THE PERMITS,
FULL COMPLIANCE WITH PERMIT CONDITIONS INCLUDING THE EROSION AND
SEDIMENTATION CONTROL PLAN, INSPECTIONS AND MAINTENANCE,
SELF-MONITORING, RECORD KEEPING AND REPORTING REQUIREMENTS IS
REQUIRED.
9. ALL WORK IN OR ADJACENT TO STREAMS SHALL BE CONDUCTED SO THAT
THE FLOWING STREAM DOES NOT COME IN CONTACT WITH THE DISTURBED
AREA. APPROVED BEST MANAGEMENT PRACTICES FROM THE MOST CURRENT
VERSION OF THE NC SEDIMENT AND EROSION CONTROL MANUAL, OR THE NO
NOTES: STATEMENT OF PERMIT AND
CONTRACTOR RESPONSIBILITIES
1. PROJECT SITE CONTAINS UN -NAMED SURFACE WATER
CONVEYANCE CHANNEL WHICH IS TRIBUTARY TO
WATERS OF THE U.S (WOTUS).
2. PROJECT INVOLVES IMPACTS TO UN -NAMED SURFACE
WATER CONVEYANCE CHANNEL IN ONE LOCATION..
3. PROPOSED IMPACTS TO UN -NAMED SURFACE WATER
-
CONVEYANCE CHANNEL WHICH IS TRIBUTARY TO
WOTUS ARE REGULATED BY THE CLEAN WATER ACT
SECTION 404.
4. PERMITS HAVE BEEN OBTAINED TO AUTHORIZE THE
PROPOSED IMPACTS TO WOTUS AND ARE SUBJECT TO THE
TERMS AND CONDITIONS OF THE PERMITS.
5. CWA 404/401 PERMIT REQUIREMENTS, TERMS, AND
CONDITIONS ARE SUMMARIZED ON THIS SHEET ALONG WITH
VARIOUS ASSOCIATED DETAILS AND
SPECIFICATIONS.
UNDERSTANDING HIS/HER RESPONSIBILITIES UNDER THE
PERMITS, WHICH INCLUDE BUT ARE NOT LIMITED TO:
A) COMPLIANCE WITH ALL PERMIT CONDITIONS RELATING
TO CONTRACTED CONSTRUCTION ACTIVITIES BOTH
ON-SITE AND OFF-SITE, IF OFF-SITE AREAS ARE
USED FOR PROJECT RELATED PURPOSES (EG:
ACCESS, LAYDOWN, STAGING, BORROW, WASTE, ETC.)
B) CONTRACTOR SHALL NOTIFY PROJECT ENGINEER OF
ANY STAGING AREAS, STOCKPILE AREAS, ACCESS
ROUTES NOT SHOWN ON CONSTRUCTION PLANS PRIOR
TO ANY DISTURBANCE IN THOSE AREAS.
C) COMMUNICATION OF PERMIT COMPLIANCE
RESPONSIBILITIES TO SUBCONTRACTORS WORKING ON
THE PROJECT.
D) COORDINATION WITH PROJECT ENGINEER REGARDING
PERMIT COMPLIANCE RELATED ISSUES AND
QUESTIONS.
E)
DOT CONSTRUCTION AND MAINTENANCE ACTIVITIES MANUAL, SUCH AS
SANDBAGS, ROCK BERMS, COFFERDAMS, AND OTHER DIVERSION STRUCTURES
SHALL BE USED TO MINIMIZE EXCAVATION IN FLOWING WATER. EXCEPTIONS
TO THIS CONDITION REQUIRE WRITTEN APPROVAL FROM THE PROJECT
ENGINEER.
10. CULVERTS SHALL BE INSTALLED IN SUCH A MANNER THAT THE ORIGINAL
STREAM PROFILES ARE NOT ALTERED AND ALLOW FOR AQUATIC LIFE
MOVEMENT DURING LOW FLOWS. THE DIMENSION, PATTERN, AND PROFILE OF
THE STREAM ABOVE AND BELOW A PIPE OR CULVERT SHALL NOT BE
MODIFIED BY WIDENING THE STREAM CHANNEL OR BY REDUCING THE DEPTH
OF THE STREAM IN CONNECTION WITH THE CONSTRUCTION ACTIVITY.
11. APPLICATION OF FERTILIZER TO ESTABLISH PLANTED/SEEDED VEGETATION
WITHIN DISTURBED RIPARIAN AREAS SHALL COMPLY WITH ALL OTHER
FEDERAL, STATE AND LOCAL REGULATIONS. FERTILIZER APPLICATION SHALL
BE ACCOMPLISHED IN A MANNER THAT MINIMIZES THE RISK OF CONTACT
BETWEEN THE FERTILIZER AND SURFACE WATERS.
12. IF CONCRETE IS USED DURING CONSTRUCTION, THEN ALL NECESSARY
MEASURES SHALL BE TAKEN TO PREVENT DIRECT CONTACT BETWEEN
UNCURED OR CURING CONCRETE AND WATERS OF THE US. WATER THAT
INADVERTENTLY CONTACTS UNCURED CONCRETE SHALL NOT BE DISCHARGED
TO WATERS OF THE US.
13. ALL PROPOSED AND APPROVED TEMPORARY FILL AND CULVERTS SHALL BE
REMOVED AND THE IMPACTED AREA RETURNED TO NATURAL CONDITIONS
WITHIN 60 CALENDAR DAYS AFTER THE TEMPORARY IMPACT IS NO LONGER
NECESSARY. THE IMPACTED AREAS SHALL BE RETURNED TO ORIGINAL
GRADE, INCLUDING EACH STREAM'S ORIGINAL CROSS SECTIONAL DIMENSIONS,
PLANFORM PATTERN, AND LONGITUDINAL BED PROFILE. ALL TEMPORARY
IMPACTS SHALL BE RESTORED AND STABILIZED WITH NATIVE VEGETATION.
14. ALL PROPOSED AND APPROVED TEMPORARY PIPES/CULVERTS/RIP-RAP
PADS ETC. IN STREAMS SHALL BE INSTALLED AS OUTLINED IN THE MOST
RECENT EDITION OF THE NC SEDIMENT AND EROSION CONTROL PLANNING
AND DESIGN MANUAL OR THE NCDOT BEST MANAGEMENT PRACTICES FOR
CONSTRUCTION AND MAINTENANCE ACTIVITIES SO AS NOT TO RESTRICT
STREAM FLOW OR CAUSE DIS -EQUILIBRIUM DURING USE OF THIS
CERTIFICATION.
15. ANY RIP -RAP REQUIRED FOR PROPER CULVERT PLACEMENT, STREAM
STABILIZATION, OR RESTORATION OF TEMPORARILY DISTURBED AREAS SHALL
BE RESTRICTED TO THE AREA DIRECTLY IMPACTED BY THE APPROVED
CONSTRUCTION ACTIVITY. ALL RIP -RAP SHALL BE PLACED SUCH THAT THE
ORIGINAL STREAM ELEVATION AND STREAM BANK CONTOURS ARE RESTORED
AND MAINTAINED, NOT RESULT IN THE DE -STABILIZATION OF STREAM BED
OR BANKS UPSTREAM OR DOWNSTREAM OF THE AREA, AND NOT RESTRICT
AQUATIC LIFE PASSAGE.
I& ANY RIP -RAP USED FOR STREAM OR SHORELINE STABILIZATION SHALL BE
OF SIZE AND DENSITY TO PREVENT MOVEMENT BY WAVE, CURRENT, OR
STREAM FLOWS, AND WILL CONSIST OF CLEAN ROCK OR MASONRY MATERIAL.
RIP -RAP SHALL NOT BE INSTALLED IN THE STREAMBED EXCEPT IN SPECIFIC
AREAS REQUIRED FOR VELOCITY CONTROL AND TO ENSURE STRUCTURAL
INTEGRITY OF BANK STABILIZATION MEASURES.
17. ALL MECHANIZED EQUIPMENT OPERATED NEAR SURFACE WATERS SHALL BE
INSPECTED, FUELED, LUBRICATED, AND MAINTAINED REGULARLY AND
MAINTENANCE PERFORMED IN A MANNER TO PREVENT CONTAMINATION OF
STREAM WATER FROM FUELS, LUBRICANTS, HYDRAULIC FLUIDS, OR OTHER
TOXIC MATERIALS.
18. HEAVY EQUIPMENT WORKING IN WETLANDS SHALL BE PLACED ON MATS OR
OTHER MEASURES TAKEN TO MINIMIZE SOIL DISTURBANCE.
19, THE CONTRACTOR OR OTHER RESPONSIBLE ENTITY SHALL REPORT ANY
PETROLEUM SPILL OF 25 GALLONS OR MORE; ANY SPILL REGARDLESS OF
AMOUNT THAT CAUSES A SHEEN ON SURFACE WATERS; ANY PETROLEUM
SPILL REGARDLESS OF SIZE THAT OCCURS WITHIN 100 -FEET OF SURFACE
WATER; AND ANY PETROLEUM SPILL LESS THAN 25 GALLONS THAT CANNOT
BE CLEANED UP WITHIN 24 HOURS.
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