NCC243394_ESC Approval Submitted_20241104

•
CHARLOTTE.
October 21, 2024
LETTER OF APPROVAL
The Knothole Foundation, Inc.
Attn: Alan Barnes
7531 Tuckaseegee Road
Charlotte,NC 28214
RE:
Project Name: Knothole Foundation Field No. 2
Permit ID: LDDP-2024-00357
Denuded Acreage: 0.986
County: Mecklenburg
Submitted By: Knothole Foundation of the Carolinas
Dear Mr. Barnes:
This office has reviewed the subject erosion and sedimentation control plan. We find the plan to be
acceptable and hereby issue this Letter of Approval. This plan approval shall expire three (3) years
following the date of approval, if no preconstruction meeting and land-disturbing activity has been
undertaken,as is required by Title 15A NCAC 4B .0129 and Section 17-35(b)of the City of Charlotte Code
of Ordinances. Acceptance and approval of this plan is also conditioned upon your compliance with
Federal, State, and local water quality laws,regulations, and rules.
As of April 1,2019,all new construction activities are required to complete and submit an electronic
Notice of Intent (NOI) form requesting a Certificate of Coverage (COC) under NCG01000
Construction Stormwater General Permit. This form MUST be submitted prior to the
commencement of any land disturbing activity on the above-named project. After the form is reviewed
and found to be complete,you will receive the COC via email. As the Financially Responsible Party shown
on the FRO form submitted for this project,you must obtain the COC prior to commencement of any land
disturbing activity. The eNOI form and fee details may be accessed at deq.nc.gov/NCG01. Please direct
questions about the NOI form to the Stormwater Program staff in the Raleigh Central Office. If the
owner/operator of this project changes in the future,the new responsible party must obtain a new COC.
Upon receiving this approval, it is the responsibility of the Financially Responsible Party, their agent, or
the owner to request a pre-construction meeting by completing the Pre-Construction Meeting Request Form

Knothole Foundation Field No. 2
October 21,2024
Page 2 of 2
found at https://charlottenc.seamlessdocs.com/f/tr9c8a2tysur. Please provide at least 48 hours advance
notice for the pre-construction meeting so that City Staff may coordinate and schedule the appropriate
personnel. No land disturbance of any kind,including demolition, is allowed prior to the pre-construction
meeting
Title 15A NCAC 4B .0118(a) and the NCG01 permit require that the following documentation be kept on
file at the job site:
1. The approved E&SC plan as well as any approved deviation
2. The NCG01 permit and the COC, once it is received
3. Records of inspections made during the previous 30 days.
Also,this letter gives the notice required by G.S. 113A-61.1(a)of our right of periodic inspection to ensure
compliance with the approved plan.
The City of Charlotte's Sedimentation Pollution Control Program is performance-oriented, requiring
protection of existing natural resources and adjoining properties. If, following the commencement of this
project, it is determined that the erosion and sedimentation control plan is inadequate to meet the
requirements of the City of Charlotte Code of Ordinances and the Sedimentation Pollution Control Act of
1973 (G.S. 113A-51 through 66), this office may require revisions to the plan and implementation of the
revisions to ensure compliance with the Act and Local Code.
Acceptance and approval of this plan is conditioned upon your compliance with Federal, State,and County
water quality laws,regulations, and rules. This approval does not supersede any other permit or approval.
Approval of this plan is based in part on the accuracy of the information provided in the Financial
Responsibility Form,which you provided. You are requested to file an amended form if there is any change
in the information included on the form.
Your cooperation is appreciated.
Sincerely,
James Wilson,CPESC
Charlotte Land Development Program

FINAL APPROVAL \ \ I g,0 35 — / — — — — — \ \ / m
�LEGEND/ABBREV1AMNS \ / \ \ I
onO mO�FCme�lliy:LDCP-2024-00630 BE 7� \ ,\ •° �.3$_ \ `may - Q
0 Utility(type notes) / V ) .° 8 V ,C� O 751�, N I 0
e '0SP EfS PLAN APPROVAL DOES NOT INCLUDE CHARLOTTE VIATL \ , / I- — — to
T #.MfTaboo°,=.may 06-ORMATION,`Z''CALL I NN,T=Aosisms=µ'T \� y •a ° ' e so-'
m 1 o I z
��f��'�'''�''(�� �xn�d c;�fdevelopm ,eDSIrvG THE DNUNE rDBI4 rDDrv° ^-. \ \\9 00 �. -.. a -, PSP \ •\ �+ z
LAMA D:VELOPMENeelwry APPROVAL Does NOT INCLUDE COMMERCIAL zorvAZ ��� \� \\ I' 'PP Q . ° °, ro — — \ \ O O
LEc I
e 83S,01443822)Fon'I`OREINFORMATION.vLEABECALLcr O \\\ \ \ _ j„. ER D K .�f,,.° ° C°>° \ \ ° \ 0
Ac
In
o vein,pier(roof support) o \\ •--„„.., \ EOK li \
® Water meter \ \ \ \' _ ° \ \ I I
0 Netting post \ \ lP- ,p•n
Irrigation control valve II• \ \ \ \ \ Q ° \ \ •o Elect,;(box o= \ \ -N \ '`� — A — — — — NL s \ I REMIGIO MORALES&
Water meter • \ \ \ v —7 -- # \ \ ERAN(2X)
Dos Bottomof • \ � o\\ _ _733.81' / Wife, MARIA ATANACIA
E Underground cable bow \ ��_ r \. N\ ♦0 \
„E Nail \\ i / •� DB 32166 PG. 703
rw Temporary benchmark • �K"/ \ e' °, G \ \ p ��i3 ( ilk I I
Te °°
RCP Reinforced ' / \ \concrete pipe
out ® t�% )5 RCP H °-\ TRAD \I
co Lean _
HOPE High density polyethylene
°°. ° — — �� - �-` ° • /�� • �\\ / WA ER
TPM Temporary D meterICV Irrigation control valve I ° ° p �32— — nseB - \ -_ / --_---...)0,,\ \ WELL TALK \�
VF Utility t with ground \\ , Y • 6 D - -/ L 0\
BIB D g n box RIM: 724.38' ��/JI \ p °. e��c .—�- �� - � o �\ V�� \
AN Electric pan \ I. p �� ' / Inv.24
FES Flared end section INV.IN(NW): 719.98' III I P ..,z?o I _ �I 4'\
P D Transformer pad NV.OUT(S): 719.93' • III \ \''''
�� /© �— \ \ � — - \Ny.N( \72,1 \ \ II
• ° p •
/ \, °aim,\ 0 7 1 ' ` 1
CLAY
+7 CONCRETE ^ \\�,s0
26"x30" BASIN d A \ ° e ° i ° o�/ �' - �� \.4\3
+760.1 Ex spot El. • ° R \\
RIM: 723.84' \ \ \ I a ° °° o,/>G� G /4// \H\F., ,\2-el 2 3� \� \ \ \ \ I POWER
+6025 Prop Spot Ele GPS 1°°
NV.IN NW 719.56' • n \ I I T \ / ej \ �\ \PeCcabs�aDoin\ \I \ I _-----
• /
( ) # s • / \, PANEL
I earl soil Type INV.OUT(SE): 719.58' °Ar o \\ �� 5 \\I \
Soil Line BOB: 719.53' ° _\ 2 �� '' ^�// \; \ \\� \ I
Boundary fine(surveyed) II� v ` jN\ / �,: \ Inv 2 \ \ \
n<lin< 24"x36" BASIN • ® N I� VP SIGN S a/ ��' \. \ \\ \\\\
R;9ntof Iway(oyp<na«m I STONE • (�i o a p ° ° ��� / / �/� A \° �\
Overhead utility lines CONSTRUCTION u � `� / \\ \ \\\\ \ I
Edge
of soil/gravel roadENTRANCE 3 a t / < \ \ \ \\\\ \\ I \
I I 9 ° \ P rt B Se Detail Y 2651 \ The Pro COLIC Curb i5 Matching
ing minor eon ours /� o ro// anon Into Ex Grade Around the Entire
Existing minor contoure 25'x50' / • • I \ � ° " //°°°��// / :Meet 6 // \ \ \ \ \\\ \\ \�\ \ P 9
—Fence(type Building bnoted)ack < RIM: 723.3C I \ ° ° e I / 1/ // \ \° \ \�\�\ J Perimeter of the Fie(d
• sanitary sewer lines \ \ \
Center line of branch INV.IN(NW): / 0.190 I ° 3 L.P.of f y, V \ V\
Culvert INV.OUT(SE): 718.92' • '' ••,o IV 'PE a 00n3 /p�7/ \ \ I \ GRAVEL YARD INLET
�`"'Vert(terminus""""°"") BOB: 719.00' /II I / / / ° $L`® i S / \ \, \ 11\ \\ PROTECTION, TYPICAL AT
Culvert with sealed end �� �� •/ 18 L.P.of \\ \ �$\\\\\ \C�� \ ALL HP VENT STRUCTURES
�Propo stomp Pipe 24"x36" BASIN I / +��► w . 12°HDPE Perf Pipe ,� \
60 Prop Contour • / I / / °°' ° III r �P�•• / 0 025R \\ �„ \\\\\ \ PROPOSED LIMIT
Prop b I n
O I I • 8 26
\
. Stabilized Construction Entrance I� I / ��� �v24 �\. _ VW \ \ 1 \ \ \\\\\\ \ OF DISTURBANCE/
1 / — \ LIMIT OF •�I \28.4 \ \ \ SILT FENCE LINE
—Loa/sr—Silt Fe a um;t of Disturbance �' 3 m 4[.,or
\ Rip A� •�I/i�� / T DISTURBANCE n".2< \ \ �\\ \\ \\\\
BE gpp Gravelyard Inlet Protection \ / ° '� 7 ~tea = // Inv.23� °V,\ 272a FIELD 2 GYIP \ \ `(\\ \\\
• /. .// '\\ 43,860 SQ FT OR \ V�\ \Vv\ vv
/ 6, )°" %/ sit, 1.007 ACRES \V \ A\�� \ \\VI
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° • 725 B2 , 55 B.4
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/ I Ig 2721 Out de o\Ewe\f \I �1^ I71I,
/0' /I ° °. ° 'i , / \�, ✓✓✓` k3' zed \` / / I II I Turb11��\T I lI\ \I\I
° / /Inv 23 2s— Ypic4 nah
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�2S ° V ° � o.¢L.F.of ° my /r m"2a%.�.- I P I--I
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1 \ IV
HDPE Pert Pipe Q / o / I�np 23E. B \ I V
GRAPHIC SCALE 24' es02oon o2a8 ' D`� \® / °rye Zit Ik I \I \ \ I\
ortA se
20 0 10 20 40 80 / �. P sheet a .Z10\ \ \ \cF ® ��"� / li/ �26. ' I I I 1 ill
11 0 2 / s ° 1 •.,PE• '.0 .25X °°e\° °�, \ �72, 2>1.3• ® / / / / I II i I I
C ° °n 0 f Pipe % \� \ HpP I
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�� - °° ' ° Co \a ° °27.4,,, / /a ^I I I I�-4 I II
1 inch 0 ft. C/ // /° l �..°� ° e�(/Q .. \ \ a ,,, -18.asm2a /A. -ih/ I I I' II i
It is the applicants responsibility to obtain an state permits if Q p ^ ,& \\ _\ \ 12"HDPEf Pert Pipe / //� J I j I\ IPP P Y Y P l \7v.1 � 5 a ossz / /required, for any construction activities covered by this plan which p ° / �.v. , �+0\\ .zg� 1I Iimpacts a State regulated wetland. Any changes to plans, for this //,,AQ
/V \ '�, �I\ / 0 8 / I
development whether required by the State or initiated by the / a / °/ ! CR m"za� Inv z3v / // I I\ II I
applicant to meet State requirements, must be approved by / N ° ' r��, '° O/^ '�\ ��for, �/ \ \ I I II
Mecklenburg County and/or the Citv of Charlotte. 6T: / /p *, 7z7.zo�. °-c / /SCORE \
�� /° OP'
�� \°�.cr ..\ e. / B V AI> I
The Location of all utilities shown hereon is from field investigation ' 1R \ BOARDLi
and available records and cannot be guaranteed. Contractor should �? ° — ° `P a® / 8 / \I '
dig test pits by hand at all utility crosings to verify exact location. D , '�� m Pun c osee \ ���— \ m / / '�/ / I I \ \ I /� I
c,: /0f / ADJUST SILT FENCE AS D °pisr v � \I \
The Contractor is not responsible for any damage to existing asphalt \ / O= / so REQUIRED AROUND EX 7x n„• Y j'os./ / I II L
parking lot, concrete curbs, concrete sidewalks or underground ) i.
Q� o % ��J CONCRETE PADS AND DUGOUT --\, " / 406 i I I I F I /
utilities caused b heal truck traffic duringconstruction. 1nv 24
C9
These drawings are the property of Athletic Field Consultants, Inc. /S ° / r ` J26.6D / / \ \ / �0'
and The Watkins Partnership, Inc. Unauthorized reproduction for any ) ° ° \ \ jai) /
purpose is an infringement upon copyright laws. Violators will be /°�j / I
subject to prosecution to the fullest extent of the law. ;/° "�-O\° / �' / I // /
•
The Existing Conditions Survey shown hereon this plan and used to e ° •10x • / I / // /
design these plans was provided by Ben Patton Land Surveying. PLLC. ° / °e/�\ r — — I / / /
931 North Mnin Street Suite 5, Marion. NC 28752. The accuracy of ° ' C a • l8 • ` /' I/ /
the survey cannot be guaranteed; it is the Contractor's responsibly to p / / cm i nbhsmuaro� / I / / I/ / /
have all underground utilities (i.e. electric, plumbing, gas, sprinklers, drj
stormdrain, etc.) marked in the field prior to beginning any i\� / An Backstops one churn Linkn.Synthet, \
construction and dig test pits by hand to verify all utility crossings, / I Turf to rye°Into Ex Existing Gratle • \ \ / I I / /i____)
/ I
tie in locations to existing storm drains, depth and location. Athletic A° ° ° ° at Proposed Concrete Curb Line I Y_�/
Field Consultants, Inc. and The Watkins Partnership, Inc. take no I// •" �\ l / / / / /
responsibility for the surveying accuracy or soils information that was RIM: 725.22' • �\ I / / /
provided by others. �/ /
RUSTED SHUT VA , h / / / /
_ North8 ` �
THIS PLAN IS FOR SEDIMENT CONTROL PURPOSES, ONLY! I'arnhuna_- ` i.F F 7 D
prtf
^•ww.ne811.arg The greatest turf on earth
DATE REVISIONS OWNER DEVELOPER
a,,„ Athletic Field Consultants, Inc. DATE: 9/16/2024 SCALE: 1"=20'
BPS w„< �� `' NC PIN: 05551114
�'ieSi 'tf''- P.O. Box 323 Owner/Developer: PHASE 1 DEVELOPMENT KNOTHOLE FOUNDATION - TUCKASEEGEE DREAM FIELD DESIGN BY: JC DRAWN BY: BD
Knothole Foundation
Queenstown, MD 21658 75Ch Tuckaseegee Road EROSION A N D
UZ4863 301-908-3526 Charlotte,NC 28214 DB: 33131 PG: 216
o� 7531 Tuckaseegee Road CHECKED BY: SW SHEET NO: 7 of 10
,, Contact: SEDIMENT CONTROL PLAN Charlottel, NC 28214
;+, The WATKINS Partnership,Inc Al Daspin
4/*Os' , 3032 Mitchellville Rood,Sole No.202 1 [phone] Mecklenburg County, North Carolina
nnsa,rla"`�`��. - Bowie,MD 20716 adaspin®knotholecarolinas.org FILE: Knothole.dwg JOB No.: 24-002

FINAL APPROVAL
DATE:10/16/2024
((ir» PROJECT NUMBER:LDCP-2024-00630
NOTE:THIS PLAN AP- ,INCLUDE CHARLOTTE WATER.FOR
ION CONIRUUNNRONAVING NOTES - SEQUENCE OF CONSTRUCTION
r{� 'F sit C h a i i3s s�ua�ssnor�a145 er,ory Notify
City you are going to start construction of the new Day 1
G ,�1��1 trMNF 9Aoslla Lbe in cordgRaY.��Wr01rvg10aMOWprvmlr(Ile Cii/of 1. Noti the of Charlotte that •
LANb D:VELOIf i to offdfBr:M e c k 1 enburg,County,nNC Standardo s nnddNSpecition, synthetic turf field,schedule and hold a pre-construction meeting with the
,, spector from the City of Charlotte. Contractor to locate d Identify all existing
MUILDIN,,. -I: ,N,-..ROVALS c ANECKLENB. I,Y CODE ENFORCEMENT. E RN
BeBE OBTAICALL NED G tioa utilities within the proposed work area before starting construction. Erosion and
2. Contractof ISNetEhove NortIPELSVti®1MfOL4Bne Calls 811or 1T(800) 632-4949 Sediment Control(E&SC)permit and a Certificate of Coverage(COC)must be •'
locate all existingutilities to beginning construction.The contractor obtained before any land disturbing activities \
u prior g g cone NOTES;
shall verify the depth and location of all utilities to avoid conflicts and meet CONSTRUCTION OF FIELD GENERAL NOTES:
minimum size,elope and code requirements. I. A STABILIZED ENTRANCE PAD OF 2-3"OF WASHED STONE AND/OR RAILROAD BALLAST SHALL BE LOCATED WHERE TRAFFIC WILL ENTER OR LEAVE THE CONSTRUCTION SITE ONTO
A. Install all sediment control devices,stabilized construction entrances(S.C.E.).silt Day 2-5 A PUBUC STREET. 1. UNIFORMLY GRADE A SHALLOW
3. This Plan is Sediment Control Plan is o Diagrammatic and represents the fr rn fencing,and straw t as shown hereon these plans.con ucttact the Inspector 2. FILER FABRIC OR COMPACTED CRUSHER RUN STONE SHALL BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE DEPRESSION APPROACHING THE
9rfrom the City of Charlotte to verify before starting construction. INLET.
approximate location of utilities specifically dimensioned.The Contractor shall 3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PRESENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBUC STREETS OR EXISTING PAVEMENT. THIS MAY
coordinate the actual location Of utilities t0 avoid conflicts and meet REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS WARRANT AND REPAIR OR QEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. 2. DRIVE 5-FOOT STEEL POSTS 2 FEET
to and Cade Requirements. B. Install outfall pipe system from Structure No.1 to Structure No.2. Install INTO THE GROUND SURROUNDING THE `
minimum size,slope quiremen Perimeter Drain System from Structure to to Structure No.13 Day 6-30 INLET.SPACE POSTS EVENLY AROUND 1• 4'MAX. •{
1'a 4. ANY SEDIMENT SPILLED,DROPPED, BASIS. OR TRACKED ONTO PUBUC STREETS MUST BE REMOVED IMMEDIATELY.ANY AGGREGATE TRACKED INTO THE ROADWAY MUST BE THE PERIMETER OF THE INLET,A _ 19-GAUGE HARDWARE CLOTH
SWEPT BACK ONSITE ON A NIGHTLY BASIS. MAXIMUM OF 4 FEET APART.
4. LOD Disturbed Area: 43,860 sq ft or 1.007 acres C. Excavate Field to sub-grade elevation. Once the field is at sub-bare grade, Day 31-60 5. WHEN APPROPRIATE.WHEELS MUST BE CLEANED TO REMOTE SEDIMENT PRIOR TO ENTERING A PUBUC STREET.WHEN WASHING IS REQUIRED.IT SHALL BE DONE IN MI AREA [} MESH OPENINGS)
proof roll field H-20 load to ensure base does not pump or defect prior to STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN SEE STD.NO.30.11B. 3 SURROUND THE POSTS WITH WIRE .,.. ............
5. No burning is permitted, placement of washed stone/sand base. Excavate perimeter drain pipe trench, MESH HARDWARE CLOTH.SECURE I ;.; ''
install filter fabric(MiroI 14ON or equal)on aides of trench,install Nyloplast I. WOT MAY REQUIRE A STANDARD COMMERCIAL DRIVEWAY(SAL.10.24&10.25)TO ACCESS THE CONSTRUCTION SITE IF THE DRIVEWAY IS ON A THOROUGHFARE,OR ON ANY THE WIRE MESH TO THE STEEL I LIT
structures,place 6"washed No.57 in bottom of trench and HDPE drain pipe and STREET MATH AN EXISTING SIDEWALK TO REMAIN OPEN DURING CONSTRUCTION. POSTS AT THE TOP,MIDDLE,AND I I 3'
BOTTOM.PLACING A 2-FOOT FLAP
6. All Erosion Control devices,shall be maintained, needed.At least once a backfill remainder of trench with washed No.57 stone.Cover trench with filter 7. FOLLOW WORK AREA TRAFFIC CONTROL HANDBOOK(WATCH)FOR SIDEWALK CLOSURE OR DETOUR/DIVERSION. OF THE WIRE MESH UNDER THE NCDOT WASHED#5 OR/57
week and offer every runoff producing rainfall event,the contractor shall fabric(Hirai'140N or equal)to ensure trenches are not contaminated with silt STONE 2'
inspect the proposed sediment control devices and repair,as needed. runoff. Install concrete curb around infield. Once perimeter trench and perimeter GRAVEL FOR ANCHORING IS
pipe are installed and functioning,place the washed stone. Once washed stone RECOMMENDED. -----j_
has been graded to design elevation,install concrete support slabs around 100'MIN. 4. PLACE CLEAN GRAVEL(NC DOT#5 .r 16'MIN.
7. The Contractor shall inspect the Erosion and Sediment Control Devices daily, Nyloplast structures. Proof roll stone H-20 load,then laser grade to final grade. OR/57 STONE)ON A 2:1 SLOPE 1
Inspe y PUBUC STREET
make any necessary repairs or adjustments to the devices and maintain WITH A HEIGHT OF 16 INCHES -
inspection logs documenting the daily inspections and any necessary repairs. D. Once the stone base is complete,install the synthetic turf,install inlay lines and Day 61-80 _ _ _ - AROUND THE WIRE,AND SMOOTH TO
place infill material(sand and rubber)between the fibers on each of the three
-I I I-III,-III-III-III-III-III-I" AN EVEN GRADE. 2'
fields. EXISTING GROUND -III-1 1 I-' SQL STABIUZATION FABRIC
8. The Contractor shall take appropriate measures to prevent and remove the UNDER 2-3"OF WASHED STONE 5. ONCE THE CONTRIBUTING DRAINAGE
deposit of silt on adjacent paved roadway. AREA HAS BEEN STABILIZED,REMOVE NCDOT#5 OR#57
E. Once the synthetic turf is complete,adjust existing grades to match into the Day 81-90 EX.CONC. ACCUMULATED SEDIMENT,AND WASHED STONE
9. Sufficient Erosion Control Practices must be installed newly Installed synthetic turf and stabilize with sod or seed and straw. 100'MIN. D APRON ESTABLISH FINAL GRADING
DRIVEWAY SIDE
WTII SIDEWALK AT and maintained to ELEVATIONS. FILTERED
retain sediment within the boundaries of disturbance.All disturbed areas BACK OF CURB WARE'
sholl be non-erosive and stable as described in the Ground Stabilization F. One all disturbed areas associated with Field No.2 are stabilized and with __ _ _ __- (IF RETAINED DURING 6. COMPACT THE AREA PROPERLY AND
Requirements Table(this sheet). approval of sediment control inspector,remove all sediment control devises CONSTRUCTION) STABILIZED IT WITH GROUNDCOVER. •
associated with Feld No.2 g F-
10.All material to be hauled from the proposed work area and deposited at an r [1].[EUDEIU
approved location. CI OSE OIIT AIL FlFI DR. m - BEM8-
m
1. Notify the City of Charlotte.that you have completed the project. Upon _ _ �
DDroval from Sediment Control Inspector,remove all remaining sediment control
CONSTRUCTION MANAGEMENT NOTES devices. ____
1. Construction hours shall be from 8:00am-7:00pm weekdays and 10:00am -
7:OOpm on Saturdays. There shall be no construction activities on Sundays
Ownn Federal Holidays. These work times and days can be adjusted by the
er,the City of Charlotte and/or Mecklenburg County,NC. _ NOT TO SCALE NOT TO SCALE
2. All construction equipment shall be operated in accordance with the • •
manufacturer's specifications,and with all standard equipment,and with CITY OF CHARLOTTE CITY OF CHARLOTTE HARDWARE CLOTH AND GRAVEL
manufacturers mufflers and noise-reducing equipment in use,and in proper �� LAND DEVELOPMENT STANDARDS STABILIZED CONSTRUCTION ENTRANCE .SID NO. RSV. �1 LAND DEVELOPMENT STANDARDS sroNO. NDy
operating condition. OTTE. INCLUDES CHARIAITE ITN 15 AAA I INCLUDES CHARLOTTE ET] INLET PROTECTION
©LW 30.09 1
3. No blasting or burning are permitted on site.
4. A water truck shall be utilized to minimize dust. /
5. The contractor shall take appropriate measures to prevent and remove the HARDWARE CLOTH BETWEEN
deposit of silt on any adjacent paved surface. STEEL POST 4'MAX POSTS AND COVERED-BY STONE STEEL POST
6'MAX. WIRE FENCING _ T HARDWARE CLOTH
6. Construction workers shall park as coordinated with the Owner. STEEL POST •1 (IF APPLICABLE) WASHED STONE
sTm POST 11�" (NCDOT#5 OR#57) "" WASHED
STONE
SILT 111111I11HIIIlI11111111HII11HIIIiI1111111111111111111IIHIIII 30" (NCDOT#5
7. Construction vehicles m access the site from the existing shalt drive FENCING may a g asphalt FE C G 1111111111111111111111111111111111111111111111111111111 OR#57)
TILLER FABRIC 24'
adjacent to the existing field.
9
sows FlDEN FABRIC
r!.
.Z
W
,yam 12" LO
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8. Emergency Vehicle access to the site cannot be impeded. F III_.,. `wee.so ` ,.;```�/U/ `/ M `/�////��
M-u•D ii M I ii-B-)I ii ii DIi-ii ii )iu-i .
s. The contractor shall use commercial reasonable efforts to ensure that light • II 11. II 11 II 11.11=iwr II 11=11. 11• 11 11=11. 11. 11 r ii*..11• ALL 1'.M e�E c�u'ee¢' / �// I��e
•N II 11 •11 ,11'II 11 11 11 R 11 IT 11-11 11 11 IT 11-11 11 11-11=.1 =_ - :" �Q
and noise from the constructed activities does not spill over onto the II II 11- II II II 11:=111. II: If-II II II II11 11,11. I 11=11 H V� ��
adjacent residential subdivision. II: II=.II'. I II II111111.1�,11111 I .II1111IIII IIIIIIIf�IIIIIII:IIll�II.�111,�: /' //� ., // ANCHOR SKIRT:
-11=1- ANCHOR SKIRL ✓/ //� //` /' ws / Ae / ��,/4.. / EXCAVATE TRENCH
AND COMPACT
TRENCH AND ,� BACKFILL
ezcccO,
GENERAL NOTES;
1. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERIOD OF
MORE THAN 30 DAYS.
2. STEEL POSTS SHALL BE 5'-0•IN HEIGHT AND BE OF THE SELF-FASTENER ANGLE STEEL GENERAL NOTES: MAINTENANCE NOTES:
TYPE MAINTENANCE NOTES:
3. TURN SILT FENCE UP SLOPE AT ENDS. 1. FILER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY 1. SEDIMENT FILTER OUTLET HARDWARE CLOTH SHALL BE 24"HIGH AND 1.FILTER OUTLETS SHALL BE INSPECTED BY THE FINANCIALLY
OR HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DULY WRING STONE SHALL BE A MINIMUM OF 12'HIGH. RESPONSIBLE PARTY OR HIS AGENT IMMEDIATELY AFTER EACH
4. ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE WHEN GRADING IS PROLONGED RAINFALL ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY. RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL.
ADJACENT TO SWIM BUFFERS.STREAMS OR WETLANDS (REFER TO SWIM BUFFER 2. HARDWARE CLOTH SHALL BE ANCHORED TO THE STEEL POSTS ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
GUIDELINES).THE COLOR ORANGE IS RESERVED FOR VISUAL IDENTIFICATION OF 2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END SECURELY USING APPROPRIATE ANCHORS. HARDWARE CLOTH SHALL
ENVIRONMENTALLY SENSITIVE AREAS. OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY.THE 2.THE STONE SHALL BE REPLACED PROMPTLY AFTER ANY EVENTFABRIC SHALL BE REPLACED PROMPTLY. BE KEYED IN A MINIMUM OF 12 INCHES IN LENGTH AND THAT HAS CLOGGED OR REMOVED IT.
5. DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER tap Fr OF FENCE. BACKFILLED PROPERLY AS SHOWN IN ABOVE DETAIL. HARDWARE
3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN IXPOSRS REACH APPROX.HALF CLOTH TO BE SAME AS STD. #30.09 (19 GAUGE, 1/4"SPACING).
6. SLOPE LENGTHS CAR NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A NORTH CAROUNA THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE 3.SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS
EROSION AND SEDIMENT CONTROL PIONNING AND DESIGN MANUAL AFTER THE SILT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM TO THE REACH HALF THE HEIGHT OF THE BARRIER. ANY SEDIMENT
EXISTING GRADE,PREPARED AND SEEDED. 3. POSTS SHALL BE NO MORE THAN 4 FEET APART.
7. DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS,DITCHES,WATERWAYS OR OTHER DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE OUTLET
AREAS OF CONCENTRATED FLOW. 4. SITE OUTLETS AT LOW AREAS IN CONJUNCTION WITH AND ALONG LONG IS REMOVED SHALL BE DRESSED TO CONFORM TO THE EXISTING
RUNS OF SILT FENCE AT INTERVALS NO CLOSER THAN 100 FEET. GRADE, PREPARED AND SEEDED.
DRAINAGE AREA TO OUTLETS SHALL NOT EXCEED 1/4 ACRE.
It is the applicants responsibility to obtain any state permits if 5. EQUIVALENT ALTERNATIVES MAY BE USED WITH PRIOR CITY APPROVAL.
required, for any construction activities covered by this plan which
impacts a State regulated wetland. Any changes to plans, for this NOT TO SCALE NOT TO SCALE
development whether required by the State or initiated by the _
applicant to meet State requirements, must be approved by ,,,,,,..• CITY OF CHARLOTTE • CITY OF CHARLOTTE SILT FENCE
Mecklenburg County and/or the City of Charlotte. Win LAND DEVELOPMENT STANDARDS TEMPORARY SILT FENCE %mil LAND DEVELOPMENT STANDARDS
'� NOREV OUTLET /STD.NO REV.
The Location of all utilities shown hereon is from field investigation 1 1.II\ILA 1111P.- INCLUDES CHARLOTTE 6TJ 30.06A 15 `C11ARLOTTH. INCLUDES CHARLOTTE ET1 30.06C 20
and available records and cannot be guaranteed. Contractor should
dig test pits by hand at all utility crossings to verify exact location.
The Contractor is not responsible for any damage to existing asphalt
parking lot, concrete curbs, concrete sidewalks or underground
utilities caused by heavy truck traffic during construction.
These drawings are the property of Athletic Field Consultants, Inc.
and The Watkins Partnership, Inc. Unauthorized reproduction for any
purpose is an infringement upon copyright laws. Violators will be
subject to prosecution to the fullest extent of the law.
The Existing Conditions Survey shown hereon this plan and used to
design these plans was provided by Ben Patton Land Survevina. PLLC
931 North Main Street Suite 5. Marion. NC 28752. The accuracy of
the survey cannot be guaranteed; it is the Contractor's responsibly to
have all underground utilities (i.e. electric, plumbing, gas, sprinklers,
stormdroin, etc.) marked in the field prior to beginning any Mointenonce Note: The inherent design of the FieldTurf Drainage
construction and dig test pits by hand to verify all utility crossings, System provides a washed stone base, and a perimeter drain system
tie in locations to existing storm drains, depth and location. Athletic surrounded by clean washed stone, encapsulated by a synthetic turf -Field Consultants, Inc. and The Watkins Partnership, Inc. take no playing surface with a filter cloth baking and a non-woven filter :a rco,t n Ail-
C Dntf
responsibility for the surveying accuracy or soils information that was fabric surrounding the perimeter drain. This creates a closed
provided by others. drainage system that requires no maintenance. '"'wW.E116811.0r9 The greatest turf on earth
Mu,ur
DATE REVISIONS j', Yrr. OWNER DEVELOPER PHASE 1 DEVELOPMENT VE LO P M E N T
,,.< ?o�� p4y� Athletic Field Consultants, Inc. NC PIN: 05551114 DATE: 9/16/2024 SCALE: As-shown
i e^aF£asJ Y'�y P.O. Box 323 Owner/Developer:
Foundation KNOTHOLE FOUNDATION - TUCKASEEGEE DREAM FIELD DESIGN BY: JC DRAWN BY: BD
Knothole Foundation EROSION A N D
1 rl 3 Queenstown, MD 21658 7531 Tuckaseegee Road
UZAA83 = 301 908 3526 Charlotte,NC 28214 DB: 33131 PG: 216
=�� Contaah SEDIMENT NOTES 7531 Tuckaseegee Road CHECKED BY: SW SHEET NO: 8 of 10
�;;'y The WATKINS Partnership,Inc Al Daspin Charlottel, NC 28214
r`-!'ti.wA 3032 Mitchellville Rood,Suite No.202 1 [phone] AND DETAIL SHEET Mecklenburg County, North Carolina
Lv9/n5U PTTNSSSSA Bowie,MD 20716 adaspinoknotholecarolinas.org FILE: Knothole.dwg JOB No.: 24-002

FINAL APPROVAL
DATE:10/16/2024
ionXPROJECT NUMBER:LDCP-2024-00630
n� THIS PLAN APPROVAL Does NOT INCLUDE CHARLOTTE WATER.FOR
MORE INFORMATION,
E CALL
CHARLOTTE. EBRNGCDNSSTRDR orv4nEETlaa ',Ao5T48RRS 336-5499 or visit WA`'"To
LA D:VELOPMENT 9,INfdeieIopmrn�euNOT INCLUDE mE ONLINE roan COMMERCIAL
ZONING,
AT ALL
BUILDING PERMITS AND ZONING APPROVALS CAN BE OBTAINED AT
TEaC OE(ASSsj FOR MO0REINFORMATIOrvNT PLEASE CALL crac AT 704
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH EQUIPMENT AND VEHICLE MAINTENANCE ENSILE CONCRETE WASHOUT
THE NCGO1 CONSTRUCTION GENERAL PERMIT 1. Maintain vehicles and equipment to prevent discharge of fluids. STRUCTURE WITH LINER
Implementing the details and specifications on this plan sheet will result in the construction 2. Provide drip pans under any stored equipment. D o o a„ ,E:\^�R,.
activity being considered compliant with the Ground Stabilization and Materials Handling o W W,o/o"�.aP�=, °"° o =�o,� 54 3. Identify leaks and repair as soon as feasible,or remove leaking equipment from the o> <d K <o> "°...
sections of the NCGO1 Construction General Permit(Sections E and F,respectively). The o o e=
permittee shall comply with the Erosion and Sediment Control plan approved by the project. oO o ono o? A J
4. Collect all spent fluids,store in separate containers and properly dispose as oa" o o=' s N R-
delegated authority having jurisdiction.All details and specifications shown on this sheet hazardous waste(recycle when possible).
may not apply depending on site conditions and the delegated authority having jurisdiction. a `„„
5. Remove leaking vehicles and construction equipment from service until the problem o tur.�„oa„�"° ;E",:.._".,„, T TAD.A-A R ;;;"'.P
SECTION E:GROUND STABILIZATION has been corrected. IS°IT .Eruo;,"°°E""„a,°",„'
6. Bring used fuels,lubricants,coolants,hydraulic fluids and other petroleum products T<lIT _°F TME.Rpte I d1 "
Required Ground Stabilization Timeframes LAG P
to a recycling or disposal center that handles these materials. ME.aT„.P"E°rv,T".,u„dt olt pT„°�V cE ° ."
Stabilize within this
many calendar BELOW GRADS oASHOUT STRUCTURE ABOVE GRADE WASHOUT STRUCTURE
Site Area Description Timeframe variations
days after ceasing LITTER,BUILDING MATERIAL AND LAND CLEARING WASTE
land disturbance 1. Never bury or burn waste. Place litter and debris in approved waste containers.
(a) Perimeter dikes, 2. Provide a sufficient number and size of waste containers(e.g dumpster,trash CONCRETE WASHOUTS
swales,ditches,and 7 None receptacle)on site to contain construction and domestic wastes. 1. Do not discharge concrete or cement slurry from the site.
perimeter slopes 3. Locate waste containers at least 50 feet away from storm drain inlets and surface 2. Dispose of,or recycle settled,hardened concrete residue in accordance with local
(b) HighWater waters unless no other alternatives are reasonably available. and statewaste
Quality solid regulations and at an Noneapproved facility.
(HOW)Zones 7 4. Locate waste containers on areas that do not receive substantial amounts of runoff 3. Manage washout from mortar mixers in accordance with the above item and in
If slopesare 10'or less in length and are from upland areas and does not drain directly to a storm drain,stream or wetland. addition place the mixer and associated materials on impervious barrier and within
(c) Slopes steeper thang 3:1 7 not steeper than 2:1,14 days are 5. Cover waste containers at the end of each workday and before storm events or lot perimeter silt fence.
allowed provide secondary containment. Repair or replace damaged waste containers. 4. Install temporary concrete washouts per local requirements,where applicable. If an
-7 days for slopes greater than 50'in 6. Anchor all lightweight items in waste containers during times of high winds. alternate method or product is to be used,contact your approval authority for
length and with slopes steeper than 4:1 7. Empty waste containers as needed to prevent overflow. Clean up immediately if review and approval. If local standard details are not available,use one of the two
-7 days for perimeter dikes,swales, containers overflow. types of temporary concrete washouts provided on this detail.
(d) Slopes 3:1 to 4:1 14 ditches,perimeter slopes and HOW 8. Dispose waste off-site at an approved disposal facility. 5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
Zones 9. On business days,clean up and dispose of waste in designated waste containers. sections. Stormwater accumulated within the washout may not be pumped into or
-10 days for Falls Lake Watershed discharged to the storm drain system or receiving surface waters. Liquid waste must
-7 days for perimeter dikes,swales, PAINT AND OTHER LIQUID WASTE be pumped out and removed from project.
ditches, perimeter
erslopes and HOW Zones 1. Do not dump6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
(e) Areas with slopes P paint and other liquid waste into storm drains,streams or wetlands.
can be shown that no other alternatives are reasonably available. At a minimum,
flatter than 4:1 14 -10 days for Falls Lake Watershed unless 2. Locate paint washouts at least 50 feet away from storm drain inlets and surface install protection of storm drain inlet(s)closest to the washout which could receive
there is zero slope waters unless no other alternatives are reasonably available. spills or overflow.
Note:After thepermanent cessation of construction activities,anyareas with temporary 3. Contain liquid wastes in a controlled area.
p Y 7. Locate washouts in an easily accessible area,on level ground and install a stone
ground stabilization shall be converted to permanent ground stabilization as soon as 4. Containment must be labeled,sized and placed appropriately for the needs of site. entrance pad in front of the washout. Additional controls may be required by the
practicable but in no case longer than 90 calendar days after the last land disturbing 5. Prevent the discharge of soaps,solvents,detergents and other liquid wastes from approving authority.
activity. Temporary ground stabilization shall be maintained in a manner to render the construction sites. 8. Install at least one sign directing concrete trucks to the washout within the project
surface stable against accelerated erosion until permanent ground stabilization is achieved. limits. Post signage on the washout itself to identify this location.
PORTABLE TOILETS
GROUND STABILIZATION SPECIFICATION 9. Remove leavings from the washout when at approximately 75%capacity to limit
1. Install portable toilets on level ground,at least 50 feet away from storm drains, overflow events. Replace the tarp,sand bags or other temporary structural
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the streams or wetlands unless there is no alternative reasonably available. If 50 foot components when no longer functional. When utilizing alternative or proprietary
techniques in the table below: offset is not attainable,provide relocation of portable toilet behind silt fence or place products,follow manufacturer's instructions.
Temporary Stabilization Permanent Stabilization on a gravel pad and surround with sand bags. 10. At the completion of the concrete work,remove remaining leavings and dispose of
•Temporary grass seed covered with straw or •Permanent grass seed covered with straw or 2. Provide staking or anchoring of portable toilets during periods of high winds or in high in an approved disposal facility. Fill pit,if applicable,and stabilize any disturbance
other mulches and tackifiers other mulches and tackifiers foot traffic areas. caused by removal of washout.
•Hydroseeding •Geotextile fabrics such as permanent soil 3. Monitor portable toilets for leaking and properly dispose of any leaked material.
•Rolled erosion control products with or reinforcement matting Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
without temporary grass seed •Hydroseeding with properly operating unit.
•Appropriately applied straw or other mulch •Shrubs or other permanent plantings covered - HERBICIDES,PESTICIDES AND RODENTICIDES
•Plastic sheeting with mulch 1. Store and apply herbicides,pesticides and rodenticides in accordance with label
•Uniform and evenly distributed ground cover EARTHEN STOCKPILE MANAGEMENT restrictions.
sufficient to restrain erosion 1. Show stockpile locations on plans. Locate earthen-material stockpile areas at least
2. Store herbicides,pesticides and rodenticides in their original containers with the
•Structural methods such as concrete,asphalt or 50 feet away from storm drain inlets,sediment basins,perimeter sediment controls label,which lists directions for use,ingredients and first aid steps in case of
retaining walls and surface waters unless it can be shown no other alternatives are reasonably
•Rolled erosion control products with grass seed available. accidental poisoning.
3. Do not store herbicides,pesticides and rodenticides in areas where flooding is
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of possible or where they may spill or leak into wells,stormwater drains,ground water
It is the applicants responsibility to obtain any state permits if POLYACRYLAMIDES(PAMS)AND FLOCCULANTS five feet from the toe of stockpile. If water. a spill occurs,clean area
required, for any construction activities covered by this plan which or surfaceimmediately.
impacts a State regulated wetland. Any changes to plans, for this 1. Select flocculants that are appropriate for the soils being exposed during 3. Provide stable stone access point when feasible. 4. Do not stockpile these materials onsite.
development whether required by the State or initiated by the construction,selecting from the NC DWR List of Approved PAMS/Flocculants. 4. Stabilize stockpile within the timeframes provided on this sheet and in accordance
applicant to meet State requirements, must be approved by
Mecklenbura County and/or the City of Charlotte. 2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures. with the approved plan and any additional requirements. Soil stabilization is defined
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved as vegetative,physical or chemical coverage techniques that will restrain accelerated HAZARDOUS AND TOXIC WASTE
The Location of all utilities shown hereon is from field investigation PAMS/Flocculants and in accordance with the manufacturer's instructions. erosion on disturbed soils for temporary or permanent control needs.
and available records and cannot be guaranteed. Contractor should 1. Create designated hazardous waste collection areas on-site.
dig test pits by hand at all utility crossings to verify exact location. 4. Provide ponding area for containment of treated Stormwater before discharging
offsite. 2. Place hazardous waste containers under cover or in secondary containment.
The Contractor is not responsible for any damage to existing asphalt 3. Do not store hazardous chemicals,drums or bagged materials directly on the ground.
parking lot, concrete curbs, concrete sidewalks or underground 5. Store flocculants in leak-proof containers that are kept under storm-resistant cover
utilities caused by heavy truck traffic during construction. or surrounded by secondary containment structures.
These drawings are the property of Athletic Field Consultants, Inc.
and The Watkins Partnership, Inc. Unauthorized reproduction for any
subject to posecutionRtonthe fullest extentlaws.
the Violators will be NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 04/01/19
The Existing Conditions Survey shown hereon this plan and used to
design these plans was provided by Ben Patton Land Survevina. PLLC
931 North Main Street Suite 5. Marion. NC 29752. The accuracy of
the survey cannot be guaranteed; it is the Contractor's responsibly to
have all underground utilities (i.e. electric, plumbing, gas, sprinklers,
stormdroin, etc.) marked in the field prior to beginning any 1
construction and dig test pits by hand to verify all utility crossings,
tie in locations to existing storm drains, depth and location. Athletic - - nt
Field Consultants, Inc. and The Watkins Partnership, Inc. take no rnIona811
Dresponsibility for the surveying accuracy or soils information that was
provided by others. .-ww.marii.er9
The greatest turf on earth
,,loop
DATE REVISIONS r., OWNER/DEVELOPER
.•` acARo4 Athletic Field Consultants, Inc. PHASE 1 DEVELOPMENT DATE: 9/16/2024 SCALE: As-shown
aQ 'FSSi es P.O. Box 323 Owner/Developer:
NC PIN: 05551114
�� Knothole Foundation NCGO1 GROUND KNOTHOLE FOUNDATION - TUCKASEEGEE DREAM FIELD DESIGN BY: JC DRAWN BY: BD
i t, Queenstown, MD 21658 75C1 ToceaseCg28 Road
- STABILIZATION A N D
U2.4A63 = 301-908-3526 Charlotte,NC 28214 DB: 33131 PG: 216
=01 7531 Tuckaseegee Road CHECKED BY: SW SHEET NO: 9 of 10
Contact: MATERIALS HANDLING Charlotte), NC 28214
�'''1", The WATKINS Partnership,Inc Al Daspin
T<ti! wA 3032 Mitchellville Road,Suite No.202 1 [phone] PLAN SHEET Mecklenburg County, North Carolina
�nnsalrla�� �. Bowie,MD 20716 adaspinOknotholecarolinas.org FILE: Knothole.dwg JOB No.: 24-002

FINAL APPROVAL
DATE:10/16/2024
IITX PROJECT NUMBER:LDCP-2024-00630
n- THIS PLAN APPROVAL Dols NOT INCLUDE CHARLOTTE WATER.FOR
MORE INFORMATION,
E CALL
-336-5499
visit
CHARLOTTE- EB0.NGCONS RDRONAnEEnNOATrErA5Ta8HRSWPRID0.STo
LA D:VELOPMENT 9,INfdeieIopmrn�euNOT mL ONLINE roan COMMERCIAL
ZONING.
AT ALL
INCLUDE
BUILDING PERMITS AND ZONING APPROVALS CAN BE OBTAINED AT
TLac OE(USSsjrOR MCODE
RE INrORMATION�r PLEASE CALL crAc AT roa
PART III PART III PART III
SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING
SECTION A:SELF-INSPECTION SECTION B:RECORDKEEPING SECTION C:REPORTING
Self-inspections are required during normal business hours in accordance with the table 1.E&SC Plan Documentation 1.Occurrences that Must be Reported
below. When adverse weather or site conditions would cause the safety of the inspection The approved E&SC plan as well as any approved deviation shall be kept on the site. The Permittees shall report the following occurrences:
personnel to be in jeopardy,the inspection may be delayed until the next business day on approved E&SC plan must be kept up-to-date throughout the coverage under this permit. (a) Visible sediment deposition in a stream or wetland.
which it is safe to perform the inspection. In addition,when a storm event of equal to or The following items pertaining to the E&SC plan shall be kept on site and available for
greater than 1.0 inch occurs outside of normal business hours,the self-inspection shall be inspection at all times during normal business hours.
performed upon the commencement of the next business day. Any time when inspections (b) Oil spills if:
were delayed shall be noted in the Inspection Record. Item to Document Documentation Requirements _ • They are 25 gallons or more,
Frequency (a) Each E&SC measure has been installed Initial and date each E&SC measure on a copy • They are less than 25 gallons but cannot be cleaned up within 24 hours,
Inspect (during normal Inspection records must include: and does not significantly deviate from the of the approved E&SC plan or complete,date
business hours) locations,dimensions and relative elevations and sign an inspection report that lists each • They cause sheen on surface waters(regardless of volume),or
(1)Rain gauge Daily Daily rainfall amounts. shown on the approved E&SC plan. E&SC measure shown on the approved E&SC • They are within 100 feet of surface waters(regardless of volume).
maintained in If no daily rain gauge observations are made during weekend or plan.This documentation is required upon the
good working holiday periods, and no individual-day rainfall information is
order available,record the cumulative rain measurement for those un- initial installation of the E&SC measures or if
attended days(and this will determine if a site inspection is the E&SC measures are modified after initial (c) Releases of hazardous substances in excess of reportable quantities under Section 311
needed). Days on which no rainfall occurred shall be recorded as installation. of the Clean Water Act(Ref:40 CFR 110.3 and 40 CFR 117.3)or Section 102 of CERCLA
"zero." The permittee may use another rain-monitoring device (Ref:40 CFR 302.4)or G.S.143-215.85.
approved by the Division. (b) A phase of grading has been completed. Initial and date a copy of the approved E&SC
I (2)E&SC At least once per 1. Identification of the measures inspected, plan or complete,date and sign an inspection
Measures 7 calendar days 2. Date and time of the inspection, report to indicate completion of the (d) Anticipated bypasses and unanticipated bypasses.
and within 24 3. Name of the person performing the inspection, construction phase.
hours of a rain 4. Indication of whether the measures were operating
event 1.0 inch in properly, (c) Ground cover is located and installed Initial and date a copy of the approved E&SC
24 hours 5. Description of maintenance needs for the measure, in accordance with the approved E&SC plan or complete,date and sign an inspection (e) Noncompliance with the conditions of this permit that may endanger health or the
6. Description,evidence,and date of corrective actions taken. plan. report to indicate compliance with approved environment.
(3)Stormwater At least once per 1. Identification of the discharge outfalls inspected, ground cover specifications.
discharge 7 calendar days 2. Date and time of the inspection, - -
outfalls(SDos) and within 24 3. Name of the person performing the inspection, (d) The maintenance and repair Complete,date and sign an inspection report. 2.Reporting Timeframes and Other Requirements
hours of a rain 4. Evidence of indicators of Stormwater pollution such as oil requirements for all E&SC measures
event>1.0 inch in sheen,floating or suspended solids or discoloration, have been performed. After a permittee becomes aware of an occurrence that must be reported,he shall contact
24 hours 5. Indication of visible sediment leaving the site, the appropriate Division regional office within the timeframes and in accordance with the
6. evidence,and date of corrective actions taken.Description, (e) Corrective actions have been taken Initial and date a copy of the approved E&SC
P to E&SCplan or complete,date and sign an inspection
other requirements listed below. Occurrences outside normal business hours may also be
measures. ns
(4)Perimeter of At leastonce per If visible sedimentation is found outside site limits,then a record p g p reported to the Department's Environmental Emergency Center personnel at(800)
site 7 calendar days of the following shall be made: report to indicate the completion of the 858-0368.
and within 24 1. Actions taken to clean up or stabilize the sediment that has left Corrective action.
hours of a rain the site limits,
event>1.0 inch in 2. Description,evidence,and date of corrective actions taken,and 2.Additional Documentation to be Kept on Site Occurrence Reporting Timeframes(After Discovery)and Other Requirements
24 hours 3. An explanation as to the actions taken to control future In addition to the E&SC plan documents above,the following items shall be kept on the (a)Visible sediment • Within 24 hours,an oral or electronic notification.
releases. site and available for inspectors at all times during normal business hours,unless the deposition in a • Within 7 calendar days,a report that contains a description of the
(5)Streams or At least once per If the stream or wetland has increased visible sedimentation or a Division provides a site-specific exemption based on unique site conditions that make
stream or wetland sediment and actions taken to address the cause of the deposition.
wetlands onsite 7 calendar days stream has visible increased turbidity from the construction
or offsite and within 24 activity,then a record of the following shall be made: this requirement not practical: Division staff may waive the requirement for a written report on a
(where hours of a rain 1. Description,evidence and date of corrective actions taken,and case-by-case basis.
accessible) event>1.0 inch in 2. Records of the required reports to the appropriate Division (a) This General Permit as well as the Certificate of Coverage,after it is received. • If the stream is named on the NC 303(d)list as impaired for sediment-
24 hours _Regional Office per Part III,Section C,Item(2)(a)of this permit. related causes,the permittee may be required to perform additional
(6)Ground After each phase 1. The phase of grading(installation of perimeter E&SC monitoring,inspections or apply more stringent practices if staff
stabilization of grading measures,clearing and grubbing,installation of storm (b) Records of inspections made during the previous twelve months. The permittee shall
determine that additional requirements are needed to assure compliance
measures drainage facilities,completion of all land-disturbing record the required observations on the Inspection Record Form provided by the with the federal or state impaired-waters conditions.
activity,construction or redevelopment,permanent Division or a similar inspection form that includes all the required elements. Use of -
ground cover). (b)Oil spills and • Within 24 hours,an oral or electronic notification.The notification
electronically-available records in lieu of the required paper copies will be allowed if
2. Documentation that the required ground stabilization release of shall include information about the date,time,nature,volume and
measures have been provided within the required shown to provide equal access and utility as the hard-copy records. hazardous location of the spill or release.
timeframe or an assurance that they will be provided as substances per Item
I soon as possible. 3.Documentation to be Retained for Three Years 1(b)-(c)above
All data used to complete the e-NOI and all inspection records shall be maintained for a period (c)Anticipated • A report at least ten days before the date of the bypass,If possible.
NOTE:The rain inspection resets the required 7 calendar day inspection requirement. of three years after project completion and made available upon request.[40 CFR 122.41] bypasses[40 CFR The report shall include an evaluation of the anticipated quality and
122.41(m)(3)] effect of the bypass. _
PART II,SECTION G,ITEM(4) (d)Unanticipated • Within 24 hours,an oral or electronic notification.
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT bypasses[40 CFR • Within 7 calendar days,a report that includes an evaluation of the
122.41(m)(3)] _quality and effect of the bypass. _
(e)Noncompliance • Within 24 hours,an oral or electronic notification.
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 with the conditions • Within 7 calendar days,a report that contains a description of the
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). of this permit that noncompliance,and its causes;the period of noncompliance,
Non-surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met: may endanger including exact dates and times,and if the noncompliance has not
It is the applicants responsibility to obtain any state permits if health or the been corrected,the anticipated time noncompliance is expected to
required, for any construction activities covered by this plan which environment[40 continue;and steps taken or planned to reduce,eliminate,and
impacts a State regulated wetland. Any changes to plans, for this (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 CFR 122.41(I)(7)]
development whether required by the State or initiated by the prevent reoccurrence of the noncompliance.[40 CFR 122.41(1)(6).
applicant to meet State requirements, must be approved by shall not commence until the E&SC plan authority has approved these items, • Division staff may waive the requirement fora written report on a
Mecklenbura County and/or the City of Charlotte. (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, case-by-case basis.
The Location of all utilities shown hereon is from field investigation (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
and available records and cannot be guaranteed. Contractor should properly sited,designed and maintained dewatering tanks,weir tanks,and filtration systems,
dig test pits by hand at all utility crossings to verify exact location.
(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,
The Contractor is not responsible for any damage to existing asphalt (e) Velocity dissipation devices such as check dams,sediment traps,and riprap are provided at the discharge points of all dewatering devices,and
parking lot, concrete curbs, concrete sidewalks or underground
utilities caused by heavy truck traffic during construction. (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.
These drawings are the property of Athletic Field Consultants, Inc.
and The Watkins Partnership, Inc. Unauthorized reproduction for any
subject to upon will be NCGO1 SELF-INSPECTION, RECORDKEEPING AND REPORTING EFFECTIVE: 04/01/19
The Existing Conditions Survey shown hereon this plan and used to
design these plans was provided by Ben Patton Land Survevina. PLLC
931 North Main Street Suite 5. Marion. NC 29752. The accuracy of
the survey cannot be guaranteed; it is the Contractor's responsibly to
have all underground utilities (i.e. electric, plumbing, gas, sprinklers,
stormdroin, etc.) marked in the field prior to beginning any
construction and dig test pits by hand to verify all utility crossings,
tie in locations to existing storm drains, depth and location. Athletic '
Field Consultants, Inc. and The Watkins Partnership, Inc. take no rn I I n a- Dint
responsibility for the surveying accuracy or soils information that was o
provided by others. '"'ww.fC811.0r9
The greatest turf on earth
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DATE REVISIONS o, OWNER/DEVELOPER
A•• acalto4.r,,, Athletic Field Consultants, Inc. PHASE 1 DEVELOPMENT DATE: 9/16/2024 SCALE: As-shown
aq ,,S5 NC PIN: 05551114
FSS/ `Y P.O. Box 323 Owner/Developer:e
�� - Knothole Foundation N CG01 KNOTHOLE FOUNDATION - TUCKASEEGEE DREAM FIELD DESIGN BY: JC DRAWN BY: BD
3.
r1Queenstown, MD 21658 75C1 Tuckaseegee Road SELF-INSPECTION
OZ4A83 = 301 908 3526 Charlotte,NC 28214DB: 33131 PG: 216
=o� 7531 Tuckaseegee Road CHECKED BY: SW SHEET NO: 10 of 10
Contact: RECORD KEEPING AND Charlottel, NC 28214
The WATKINS Partnership,Inc AI Daspin
"<' r is n$ , 3032 8ilobxlldlx Rood,Suite No.202 [phone] REPORTING PLAN SHEET Mecklenburg County, North Carolina
Arrtualu,,,,,ds* Bowie,MD 20716 adaspinOknotholecarolinas.org FILE: Knothole.dwg JOB No.: 24-002