NCC231729_Site Plan or Location Map_20230607

LOT 30 •r SHEET INDEX
SITE ARLINGTON HILLS ! C-101 SITE GRADING 8c EROSION CONTROL w
�`" \ SUBDIVISION ! C-102 CONSTRUCTION DETAILS rn
c�jo C-103 CONSTRUCTION DETAILS g
M P i11
�' \ OC ro Lu•.
�t" ON N \/��, ! EPM REFERENCE #448200 , R.
LOT 33 _ ___ r 1 // % -m °xmz
ag C wNm
ARLINGTON HILLS 93 N e9IS/63 E X� r /i , / % LOT 34, ARLINGTON HILLS SUBDIVISION 7"a c ®q
gR16F 60 SUBDIVISION // � Illllllllglllllllllll alflllllllllllel_Illll+j -I // / f % Cj) �m OO�AN
T /SJ fr / '_; CURRENT PROPERTY OWNER p Czmm
/!J SILT FENCE I // I / / / ( Jw'• / MARVIN & LINDA STALLWORTH 0
n `�. `o
// SILT FENCE DTL.30.05 '6 J/,/----�\ i// J ( LJ / , / PO BOX 23090 '- ° ��� o
VICINITY MAP J Tm.30 SEE y
/ / ^-, DTL.30.06E 1 __ / / CHARLOTTE, NC 28227 dw Mzm m�
NTS / I ���^ I ' /
REPAIR AREA/ I/ / / PROPERTY ADRESS i
% _ D " INITIAL �''� \�� SEPTIC SYSTeM / �1939311 ARLINGTON MILLS DR.� SEPTIC SYSTEM \,DRAINFJEUD I ^�~ CHARLOTTE, NC 28227
DRAIN FIELD �o JI /FUTURE //I I / ( P7
TRACTLAREA ID 398093AC
I I A DENUDED/ I / / I ^^^ill s
I / / ,-. I AREP�/ I I l I ,.a DEED BOOK 37965, PAGE 923
I I / AT' I / I / l 1 •S Ce
0 1s 30 00 iw / I I / ��-???l // II // I / 11 I m (J POST CONSTRUCTION DISTRICT- YADKIN
STREAM WATERSHED- CLEAR CREEK
al I I I I O o
I J ; I m
BAR GRAPH I WI=30 n. i ' II I Y // I N
0, 1 ZONING R (MINT HILL) N
I I nnllnnulnlnnllnll,ill+ ..
~ yyL QQ / / / BUILDING SETBCKS (PB 70, PG 83B) oA
\ c, I I `�`/ } S Sh)927-W // / / I N. FRONT YARD 60' Q w >,�
/ s / / SIDE YARD 20' R ti R
/ v LOT 3 ,°1 �� // / / i •l �1 r �� CARQ�/ REAR 50'
t ARLINGTON ',HILLS // I / .-J / / / / / Qf' / -� pFF% .SS/O,y �9 DENUDED AREA- 31,250 SF/ 0.72 AC.
SUBDIVISION I / % " / SEAL
0.72 AC.31,250 SF/
\ f I 3 24951 PROPOSED IMPERVIOUS AREA 5,709 SF
\ DENUDED V % 1 I / / / / /
ti ry NGINEc c FLOOD INFORMATION
AREA r� C0ISTRUC ION d' / / 1 / / �j \��� 4
\ I I I ...;/ I / l I • VID A \\� The Property shown on this map does
•.\ `\/\ ,''1'x�, LIMITS I I / I )01� / I / / not lie within a special Flood Hazard a
s I I / `; I I \ / Area as shown hereon and as defined
\, o\ ' \� / / •
Z!R bye h the Property lies Manwithiage e yy
\\\ ♦ s• I I Ce �\�`e /� ) ! ! i� b the Federal Emer enc Mana ement .'c.l ii
iz.
'.\\ I �� ro\ I I / �\ / 'X' of the Flood Insurance Rate Map
\ .\ 04-03-23
\ I I \``I \�I 0ti^ I / \ / identified as Community Panel
\\ �\ "� / 1 / / j 05-03-23 No.3710551200K, bearing an effective Z
•• , \ I ,��0` ( \\ I',� , y I / I // / date of 02/19/2014. -
\9 \\ \\ PR POSED\ I\ i I /
I /
1 \ \ .•T FENCEr
0 H USE \ I671.0 ) I
1 0I ZE ER I 1 � ,,/ I `1' YP
1 S DTZ020 R \ II � J III 1 I \ 11 H
\ v FFERsss.z I. 1p;` � \ AR\rINGIONSHILLS EROSION CONTROL NOTES H
•'\ `!i \ coNSTRucTION I,� �{ 1. All "Std." numbers refer to the Mecklenburg County
Ja,. \ ENTRANCE r rp 1 \ \ UBOIVISION I- I
'\ > vSEE DTL SHT.102 ' ••T m I \ Land Development Standards Manual (MCLDS) and/or DO Do
''\ �•!' I \ \' Town of Huntersville's Engineering Standards and
'\ •�� \ 4 I k\ / xx`xx\\ I ` Procedures Manual (ESAPM) and/or Pineville Land
(24
\ \\ 04%04, / ,sx• \ \\ l �1 1 Development Standards Manual (PLDSM).
\ i;���� :4 `/ `�` \ \ \\ 2. On-site burial pits require an on-site demolition CONSTRUCTION SEQUENCE PHASE 1
\ �4��������r \ ® `.`1°g \ \\ I \ \ landfill permit from the Zoning Administrator.
\ • 244.I v
w* \ 1. Obtain Grading/Erosion Control plan approval from the
\ ��• : \ �_ 3. Any grading beyond the denuded limits shown on the MecklenburgCountyLUESA. Obtain NCDOT Driveway
e \
\ 1 .` WELL \ II\
plan is a violation of the County Erosion ControlPermitApproval. Obtain Certification of Coverage (CDC)
• ' \ Ordinance and is subject to a fine. FromNCDWQ.THE CONTRACTOR/PROPERTY OWNER \ \ ( \\ \ \\ \ \\SHALL REPAIR SIDEWALK AND CURB `\ ���, \ \ 1 \ \ \\ 4. Grading more than one acre without an approvedQ, Set up an on-site pre-construction conference with
IF DAMAGED AS A RESULT OF e§g 1 \ Erosion Control Plan is a violation of the County Erosion
CONSTRUCTION ACTIVITIES. �\ f \ \ \ \ �� `- the following departments: (The territory for inspectors
-:V� �:� I V v Control Ordinance and is subject to a fine. are listed below): LUESA Erosion Control Inspector, Land
\ \ �'•�\ \ - Development Inspector and Zoning Inspector. Failure to
•. \� ` \ 5. All perimeter areas and slopes greater than 3:1 shall
\ \ be stabilized within 7 days. Ground stabilization on all schedule such conference 48 hours prior to any land
�•.� disturbing activity is subject to fine. H
\-\\ other areas must be completed within 14 days. Refer to Z
N-. Erosion Control Ordinance for additional requirements.
•\ _ �, I �.� \ 3. Install silt fence, silt fence outlet, tree protection,
� and gravel construction entrance and other measures as
•\ \ -� 6. Additional measures to control erosion and sediment shown on plans, clearing only as necessary to install o
may be required by a representative of the County.
these devices.
EXISTING CONDITIONS CERTIFICATION 0
7. A grading plan must be submitted for any lot
THE EXISTING TOPOGRAPHIC CONDITIONS SHOWN HEREON grading exceeding one acre that was not previously 4. Call for on-site inspection by Inspector. When a
WAS DERIVED FROM MECKLENBURG COUNTY GIS. approved. approved, Inspector issues the Grading Permit and Hy
clearing and grubbing may begin. O
Town of s* , 1 THE CONTRACTOR SHALL VERIFY TOPOGRAPHI iii C
iM ` ■ CONDITIONS IN BUILT UPON AREA(DENUDED AREA) AND 8. A NCDOT Temporary Driveway Permit for construction
11 11■ EPM71M8200f ' entrances in NCDOT right of waymust be presented at 5. The contractor shall diligently and continuously
PROVIDE THE INFORMATION TO THIS FIRM PRIOR TO 9
Nos> G>m��A .1'1GII5r' maintain all erosion control devices and structures.
Y+,,. BEGINNING GRADING ACTIVITIES. pre construction meeting. o a Q'
® THE BOUNDARY SHOWN HEREON WAS FROM MAP BOOK 6. For phased erosion control plans, contractor shall �1
70, PAGE B3B AS RECORDED IN MECKLENBURG COUNTY
9. All embankments must be constructed per Section meet with Erosion Control Inspector prior to commencing C....)Approved REGISTER OF DEEDS. 4.0.6 Embankment Requirements in the BMP Design Z
Manual. with each phase of erosion control measures. W
approved as noted wv2023 NO SURVEY WORK WAS PERFORMED BY THIS FIRM a p4
10. Slopes shall be graded no steeper than 2:1. Fill 7. The land development inspector should be called to
The approval of these plans are applicable only to the pertinent parts O
THE TOPOGRAPHIC INFORMATION PROVIDED BY THE PE than 10 vertical feet require adequate conduct inspections on storm drainage, sidewalks,
reviewed by the approval agencies for the type of review under which slopesgreaterQi
CAN ONLY BE IN SUPPORT OF THE PE's PROJECT AND driveway on storm drainage, sidewalks, drive way W
they were submitted. Refer to the EPM FAQ for more information. terracing [MOLDS #30.16]. Soils engineer to verify improvements, and all aspects of road construction
CANNOT BE ISSUED TO BE RELIED UPON BY OTTHERS.
THE PE WILL BE TAKING RESPONSIBILTY FOR THE THE stability of slopes greater than 2:1. -•--I
TOPOGRAPHIC INFORMATION AS IT IMPACTS THE PROJECT -I `�
No review performed by Town of Mint Hill UNDER THE PE LICENSE. 11. Soil compaction test are required on any berm >=5' 8. Stabilize site as areas are brought to finished grade. CO
in height from natural grade. Soil compaction must be 9. Coordinate with Erosion Control Inspector prior to
at 95W proctor and certified by a licensed soil engineer
Mecklenburg County Land Development-Jonathan Rett P.E. removal of erosion control measure. Q,
l�- (Geotechnical Engineer)
Date: 06/01/2023 Signature: /1" 12. All land disturbingactivities, includingthose that 10. All erosion control measures shall be constructed in
VVV accordance with the N. C. Erosion and Sediment Control
Note:This review was carried out based on the information provided disturb less than an acre, shall provide Adequate Erosion Planning and Design Manual, U. S. Dept. of Agriculture,
by the design engineer. This review was done using the minimum Control Measures or Devices in accordance with Mecklenburg County Erosion Control Ordinance, and the
acceptable standards of the town and county. Mecklenburg County Soil Erosion and Erosion Control Charlotte-Mecklenburg Land Development Standards.
Manual.
SHEET C-101

Do
1:LI
m�
STEEL POST 6 MAX. - STEEL POST 4-F
-
— nLTRFM6 TEMPORARY SEEDING FOR WARM AND COOL SEASON o ilL �
w°v,]I RLTIX FABRC e- �?O
▪ �
s•TYP. .I1I1
OE
EARLY SUMMER SEASON STEEP SLOPES
g w
IaCJ
m
ILL SLOPE I I k I I I III =II 141g =1 o W Z
2.MIN * III I I I-I I I I If I I I=I II I=I SEEDING r)▪m mF®1- I== =1 I11 I T H = 40 Ibs/acre of German millet 120 Ibs/acre Rye (grain)
MO CONIPACT MIXTURE 80 Ibs/acre of tall fesue 80 Ibs/acre tall fesue
SACRAL ' 0 p H w wp
2 MIN COMPACTED BERM
RET FENCE GFNFRAI NOTES: May 1 -August 15 October 25 - December 30 .,Z I Y
4NISH GRAD (SEE NOTE 2) SHALL BE a 32' WIDTH AND SHALL HAVE A 0.N% . m
TURAL GROUND MINIMUM OF 6 1 FILTER FABRIC FENCE
VAR.W.112 STAY SPACING.
IN m M'J m0 ~
SEEDING Refertilize if growth is not fully adequate. Between December 30 - February 15, .'z'I 4 p m a
2. WOVEN FILTERFABRIC BE USED WHERE SILT FENCE IS TO REMAIN FORA PERIOD OF add 50 Ibs/acre of annual Kobe lespedeza. d'a o-.a m
MORE JO DAYS. McNTFNANC.E NOTES: DATES
J. STEEL POSTS SHALL BE 5•-O•IN HEIGHT AND BE OF THE SELF-FASTENER ANGLE STEEL 1. FILTER BARRIERS SHALL BE INSPECFED BY THE FINANCIALLY RESPONSIBLE PARTY Apply 4000 Ibs/acre straw or equivalent Apply 4000 Ibs/acre straw or equivalent
TYPE OR HIS AGENT IMMEDMTELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING hydroseeding. hydroseeding.
PROLONGED RAINFALL ANY REPAIRS NEEDED MAD SHALL BE E IMNEDUTELY.
TURN SILT FENCE UP SLOPE AT ENDS.
ki)1/ a ] ICU cCOMPOSEµ THE BARRIER INEFFECTIVE PRIOR TOTHEEND - —
WIDTH AND RA(CROU 5. ORANGE SAFETY FENCE IS REAMED AT BACK OF SILT FExCE MEN GRADING Is FOF THE EXPECTED ABRIC SHALL BE REPLACE LIFE o PROMPTLY. SEEDING Apply lime and fertilizer per soil tests, or 2000 Apply lime and fertilizer per soil tests, or 2000
DEPTH IN BE DESIGNED NO ADJACENT O DIE
BUFFERS.ORANGE
STRE,BON ED FOR
SIM�TO SWIM BUFFER Ibs/acre limestone and 750 lbs/acre 10-10-10 Ibs/acre limestone and 750 lbs/acre 10-10-10
BY ENGINEER(16"MIN) GNDEUNEs).THE COLOR NUNEA. RESERVED FORM IDENTIFICATION of J SEDIMENT DEPOSITS SHOULD BE REMOVm WHEN DEPOSITS REACH APPROX.HALF AMENDMENTS
ENMROxuEMAILY SENSITIVE AREAS. R THEE HEIGHT of THE BARRIER. MANY SEDIMENT L HALL BE DRESSED REMAINING PLACE fertilizer. fertilizer. ,
6. DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 1CO FT OF FENCE AFTER T EFIDE FENCE
PREPARED MO SEEDED.
NOTE: T M �
NOTE: '. ERO`OPPEN1£N,ANo S CAN MENTNOT EXCEEDCRITER PLANNING SHHOWN IN TABLE 6.6 A NORTH wrouw.
D DESIGN MANUAL
1.DITCH SHOULD HAVE LONGITUDINAL SLOPE OF 1R. a ROSSSTREAMS.OnCHES.WATERWAYS OR OTHER
2.SILT FENCE MAY BE REQUIRED BEHIND BERM INSTALLAREM Of DENIRAIOA FLOW E
APPROVED DATE: 02/2007 NOT TO SCALE NOT TO SCALE —APPROVED DATE: 02/2007NOT TO SCALE
MECKLENBURG COUNTY MECKLENBURG COUNTY MECKLENBURG COUNTY q y'o SEEDING SCHEDULE P
LAND DEVELOPMENT 1 Mi ➢4 TEMPORARY SILT DITCH 0 No Rti LAND DEVELOPMENT 1 Mi'I O TEMPORARY SILT FENCE sm.no. REV. LAND DEVELOPMENT 0.Fe'd /STD.NO REV H
II' (SEASONAL) 3 w
HARDWARE CLOT»
Vr wPEI°ivsln '. (HD ND 1 /STONE CovE,RED m
STONE HARDWARE` "°'" GENTLE SLOPES STEEP SLOPES
Wa H RL ER F B y$ $' IsS Ie s fen
100 Ibs/acre tall fescue ',
n IT - : - _
SEEDING 30 Iba/acre Ser'cea lespedeza
I I I II $-A I I 1 =I I I IFLOW
MIXTURE 80 Iba/acre of tall fesue (unacor'fed otter August 15)
rar!y
I - I =1 = I I =1 I I 10 Ibs/acre Kobe lespedeza
f I x�I=2FI =TLI-I-=-= I = "Ur - 3 FALL:August 25 October FALL. August 25-October 15 H_ EXCAVATE TRENCH
TEMPORARY SILT DITCH
SEE DETAIL STD.30.05
ANO COMPACT
SEE NOTE 1 1 OR FLATTER
2 .- Late winter:February 15-April 15 Late winter:February 15-April 15
BACKER
SEEDING To extend spring seeding into June,add To extend spring seeding into June,add ��--yyl
DATES 15 Ibs/acre hulled Bermudogrose 15 Ibe/acre hulled Bermudogress 1-1
Overseeding of Kobe lespedeza over Poll-seeded Overseeding of Kobe lespedeza over toll-seeded
tall fescue is very effective. tall fescue is very effective. Z
10•CONSTRUCTION
ACCESS SEEDING Apply lime and fertilizer per soil testa,or 4000 Apply lime and fertilizer per soil teats,or 4000 Q
GENERAL NOTES: MAINTENANCE NOTFC TEMPORARY __ I 1 OR FLATTER AMENDMENTS Ibe/acre limestone and 1000 Iba/acre 10-10-10 Ibe/acre limestone and 1000 Iba/acre 10-10-10 I—I
1 D HRDWARE CLOTH SHALL BE 16 INCHES HIGH BUT NO 1 OR SILT FENCE 2 fertilizer. fertilizer. E-I
TALLER THAN ID INCHES. H5 AGENT IMMEDIATELY FALL.ANY REPAIRSEACRAMFA NEEDED sAANDHALL AT LEAST E ONLY DURING SEE DETAIL 2 T�
2.HARDWARE CLOTH s He STD.30.06
M ANCHORS. BHPAOWARE°CLOTH SHALL BE KEYED INSACMNIMUM OFG12 INCHES 2.THE STONE SHALL BE REPLACED PROMPTLY AFTER ANY EVENT THAT HAS CLOGGED
IN LENGTH AND BACKnum PROPERLY AS SHOWN IN ABOVE DETAIL.HARDWARE CLOTH TO OR REMOVED IT. WIRE NOTE 1 14
BE SOME AS STD.I30.09(19 GAUGE,I/a'SPACING). 3.SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEEPOSITS NPOSiTS REACH HALF THE HG IN PLACE AFTER THE EIGHT MESH Ground Cover--Protective cover must be established o all disturbed areas within calendar days after
J.POSTS SHALL=No MORE THAN a BE DRESSED TO CONFORM TO THE CASTING land disturbing activity is completed or on
temporarily ceased.FENCE OUTLET IS REMOVED SHALL 4.SITE OUTLETS AT ANY POINT
CONCENTRATED FL.O.ARE ANTICIPATED AND AT THE GRADE,PREPARED AND SEEDED. H
DIRECTION OF THE INSPECTORS NOTE 2 7
N.ONE ACRE MAXIMUM DRAINAGE ARV,PER OIITET. NOTES: Graded slopes and fills--protective cover must be established on all graded slopes and fills within 1.11 calendar days after
1. DIVERSION DITCH SHOULD FLOW INTO SEDIMENT BASIN,ROCK CHECK DAM,OR SLOPE DRAIN. a phase of grading is completed or has temporarily ceased.
2. REFER TO NCESCPDM TABLE 6.02A FOR SPACING OF SLOPE BREAKS. r
NOT TO SCALE APPROVED DATE 02/2007 NOT TO SCALE APPROVED DATE. 09/2007 .../
MECKLENBURG COUNTY MECKLENBURG COUNTY MECKLENBURG COUNTY / 55v
W.t;a SILT FENCE Tti1: �;�
LAND DEVELOPMENT 1 p /STD.NO �. LAND DEVELOPMENT 1 - -, SLOPE STABILITY /STD NO RE/ LAND DEVELOPMENT SEEDING SCHEDULE D.NO REY
STANDARDS ! -i' OUTLET OPTION 2 STANDARDS 1 STANDARDS NIP'
30.06D A` 30.16 f 30.17A
✓H
KEY/ANCHOR MATERIAL AT
E~
TOP OF SLOPE. I
/ 12"MIN.
�-�
SPACING I--A
GENERAL NOTES: Q O
36"MIN.SPACING TYP.• 1. LAY BLANKETS LOOSELY AND
Tivr MBnaelvr TO KEEP
,I STAKE OR STAPLE TO MAINTAIN sBOTMwra+sTTE NOTES
DIRECT
ENOTCO STRETCH.
WITH THE SOIL P I �-d `�
2. •DIMENSIONS SHOWN ARE _ n iI. a
MINIMUM,MANUFACTURED I-4
' PRODUCTS MAY HAVE ADDITIONAL RyT
REQUIREMENTS THAT MUST BE L,EMS O
SLOPE
(SURGE.... DRIVEWAY, R R N N A�T,�,NoRM ,�,...I Mis a Hill . caRo o w
OVERLAP 3 SLOPE SURFACE SHALL BE FREE
N SLICE OF ROCKS,SOIL CLODS,STICKS,
AA GRASS MAT/BLANKETS SHALL
V HAVE GOOD SOIL CONTACT. Plan Sheet Is Part Of The Overall
���ESEAL��/�9 =
• �• A , 4 THE DETAIL SHOWN IS FOR SLOPE _ - F-rH
..i MATTING. FOR CHANNEL OR PIPE PLAN VIEW Approval As Of The Following Date
/ OUTFALL MATING SPECIFICATIONS, Z Ail
// PLEASE REFER TO NCESCPDM 06/01/2023 $ !��,24951 Q L� w
/ STANDARD N6.17 AND °i l' SECINEB ', 1-4
WATER TABLE 9 ��, P-
1/ I MANUFACTURER'S GUIDELINES. EwsnMa ROAOWAr JD-D MNIMDM ccNernecnot
"CIE' O
_�n� I 1 N � ^y y/f// wZ
NON-WOVEN GEOTEXTILE FILTER CLOTH /� ,r/a407 �" /7iZ/ 1-1 H
FABRIC 4'ABOVE SOURCE WATER. I "—I H
e•MIN.} t FILTER Roee:o UNDER STONE 04—03—23 0
05-03-23
CROSS SECTION 'H'e�...HIi
KEY/ANCHOR MATERIAL TO TOE OF SLOPE. W
NOT TO SCALE . STANDARD RESIDENTIAL CONSTRUCTION ENTRANCE DETAIL A-6
MECKLENBURG COUNTY S`::-`',f
LAND DEVELOPMENT . 11 EMBANKMENT MATTING DETAIL (NOV NO REV
STANDARDS 30.20
SHEET C-102

GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH EQUIPMENT AND VEHICLE MAINTENANCE 01511ff.'RETMVassar
THE NCGO1 CONSTRUCTION GENERAL PERMIT 1. Maintain vehicles and equipment to prevent discharge of fluids. _ Pal
Implementing the details and specifications on this plan sheet will result In the construction 2. provide drip pans under any stored equipment. et
sr
activity being considered compliant with the Ground Stabilization and Materials Handling
�^ :c.1'�'.'T
3. Identify leaks and repair as soon as feasible,or remove leaking equipment from the
sections of the NCGO1 Construction General Permit(Sections E and F,respectively).The ;1"1y
permit-tee shall comply with the Erosion and Sediment Control I y project. .`I
perm p y w pan approved b the N
4. Collect all spent fluids, in separate containers and properly dispose as --- - '� vi-S
delegated authority having jurisdiction.All details and specifications shown on this sheet ,'• 'f" ihazardcy m
notdepending Ite conditions and the delegated having (diction. Remove
ueaking vehicl(recyces
and con when struction
may apply pen goneauthority gjurs � m��'
S. asbeen
corregvehides and construction equipment from service until the problem U
has been corrected.tl. L(--r' �6'e ,�.,�.;��, '�°�-'SECTION E:GROUND STABIUZATION -� 'SYB O C to "�
fie Bring used fuels,lubricants,coolants,hydraulic fluids and other petroleum products ^ „,.,,;;� W�
Required Ground Stabilization Tlmehames was em •-^•�- (n a
• to a recycling or disposal center that handles these materials. .�.e"""•,.:'T:®SRrE
Stabilise within this
C iJ.LTT^ 'G d El ei Lj
She Area Description dayt after ceasing Tlmahamevarlatlora UTTER,BUILDING MATERIAL AND LAND CLEARING WASTE I elmr m.'Ey�r.xsa.,,� .-I 0pi e4o
land disturbance 1. Never bury or burn waste.Place litter and debris In approved waste containers. C o W'mZ
(a) Perimeter dikes, 2. Provide a sufficient number and size of waste containers(e.g dumpster,trash CONCRETE WASHOUTS �lfb Vof zrd0
wales,ditches,and 7 None receptacle)on site to contain construction and domestic wastes. 1. Do not discharge concrete or cement slurry from the site. '� Q�w®y
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 O" O
(b)High Quality Water ] None waters unless no other alternatives are reasonably available. and state solid waste regulations and at and d facility. �, myw Nil
approved
(HOW)Zones 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 O C
from upland areas and does not drain directly to a storm drain,stream or wetland. addition the mixer and associated materials on impervious barrier and within 'm
If sloe are 10'or less in length are pace pervious fp in
(c) Slopes steeper than 7 slopes f{< 5. Cover waste containers at the end of each workday and before storm events or lot perimeter silt fence. °i join
3:1 noowteeper than 2:1,14 days are provide secondarycontainment.Repair or replace damaged waste containers. q .91 A on.o w d d
allowed Prc p p g 4. Install temporary concrete be per local requirements,where applicable.If an O
-7 days for sloes ter 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
and with slopes steeper than 4:1 7. Empty to containers as needed to toverflow.Clanu immediately f and approval.If local standard details are not available,use one of the two �� scam��
length pert paywas prevent pimme yi
-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 disposalfaciliry. 5. Do not use concrete washouts fordewa[ering 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 j
-7 days for perimeter dikes,swales, PAINT AND OTHER UQUID WASTE be pumped out and removed from project. I
le) Areas with slopes ditches,perimeter slopes and HOW Zones 1. Do not dump paint and other liquid waste into storm drains,streams or wetlands. 6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it I
an 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 altematives are reasonably available. spills or overflow.
Note:After the permanent cessation of construction activities,any areas with temporary 3. Contain liquid wastes in controlled area. 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 ofsoaps,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.Postsignage on the washout itself to identify this location.
PORTABLE TOILETS 9. Remove leavings from the washout when at approximately 75%capacity to limit
GROUND STABILIZATION SPECIFICATION 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 notattainable,provide relocation of portable toilet behind silt fence or place products,follow manufacturer's instructions.
Temp°nrystaBlhatlon I Pemtatlatd 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 wed covered with straw or •Permanent grass seed covered wish straw or 2. Provide staking or anchoring of portable toilets during periods of high winds or in high an approved disposal facility.Fill pit,if applicable,and stabilize any disturbance
other mulches and tackEn ia other mulches and(edifiers foot traffic areas, caused by removal of washout. } 0
•Hydroseeding •Geotextile fabrics such as permanent soil 3. Monitor portable toilets for leaking and properly dispose of any leaked material. 1
•Rolled erosion control products with or reinforcement matting Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace 3a Li CC
without temporary grass wed •Hytlroseeding with properly operating unit.
•Appropriately apPlled straw or other mulch •Shrubs or other permanent plantings conred HERBICIDES,PESTICIDES AND RODENTICIDES Aw'
•Plastic sheeting with mulch 1. Store and apply herbicides,pesticides and rodenticides In accordance with label
•Uniform and evenly dhnbuted ground cover EARTHEN STOCKPILE MANAGEMENT restrictions.
adficlent 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 of 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 accidental poisoning.
•Rolled erosion control rectum with grass seed available. 3. Do not store herbicides,pesticides and rodenticides in areas where flooding is
2. Protect stockpile with slit 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
POLYACRYLAMIDES(PAMS)AND FLOCCULANTS five feet from the toe of stockpile. or surface water.If a spill occurs,clean area immediately.
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 onsi[e.
instruction,selecting from the NCOWR List o I Approved PAMS/Flocculents. 4. Stabilize stockpile within the timeframes provided on this sheet and in accordance -
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 NCDWR Use of Approved as vegetative,physical or chemical coverage techniques that will restrain accelerated HAZARDOUS AND TOXIC WASTE
PAMS/Flocculants and in accordance with the manufacturer's instructions. erosion on disturbed soils for temporary or permanent control needs. 1. Create designated hazardous waste collection areas on-site. r^
4. Provide ponding area for containment of treated Stormwater before discharging 2. Place hazardous waste containers antler cover or in secondary containment V1
oSffsite. NORTH CAROLINA 3. Do not store hazardous chemicals,drums or bagged materials directly on the ground.)
5. or surrounded nts
ln secondaryrcoof containers that structures.are kept under storm-resistant cover1-1
en tarroanded by oertamment - Environmental Quality For questions and assistance,please contact NCDEQ at 919-707-3639.
EFFECTIVE DATE W
04-01-19 NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING A-12
• Z
O
1-1
PART III PART III PART III H
SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING r l
O..d
SECTION A:SELF-INSPECTION SECTION B.RECORDKEEPING SECTION Cl REPORTING I--�
Self-Inspections are required during normal business hours in accordance with the table 1.E&SC Plan Documentation 1.Occurrences that must be reportedI
14 below.When adverse weather or site conditions would cause the safety of the Inspection Permittees shall report the following occurrences:
personnel to be in jeopardy,the inspection may be delayed until the next day The approved E&SC plan as well as any approved deviation shall be kept on the site.The
pee y y -spat dE&SC the keptup-to-date throughoutthe covers der thispermit. la) Visible sediment deposition inastream or wetland.
which It Is safe to perform the Inspection.In addition,when a storm event of equal to or approve pan gnus pge sin H
greater than 1.0 inch occurs outside of normal business hours,the self-Inspection shall be The fallowing items pertaining to the MSC plan shall be documented In the manner r
performed upon the commencement of the next business day.Any time when inspections described: Its) Oil spills if: ^
were delayed shall be noted In the Inspection Record, a They are 25 gallons or more, Z
kern so Document Documentation Requirements • They are cause
than 25 gallons but cannot be cleaned up within 24 hours, O
(a)Each E&SC Measure has been Installed Initial and date each E&sC Measure on a copy • TThey are
sheen on surface waters(regardless of volume),or
bapwt �w�IrV rmel Irepanbn records must Include: and does not significantly deviate from the of the approved E&SC Plan or complete,date a They are within 100 feet of surface waters(regardless of volume).
Moo)•
locations.dimensions and relative elevations and sign an Inspection report that lists each
ImantalI Rain rin uge pally In No Aeiit tinll gouge
shown on tMa approved Plan. MSC Measure shown on thea approved MSC
ad In I„d no daily raj coca observations•n nude during en on or PPr°v pprO` (a) Releases of hazardous substances In excess of reportable quantifies under Section 311
orderP.wadna and noue measurement
roprthose un-a Initian.l
Thisd°cum oion f the EBsr Measurequired s
or the f the Clean Water Act(Ref:40 CFR 110.3 and 40 CFR 117.3)or Section 102 of CERCLA
record We to allnsta Measures
are EodCMeafuresorlf Ref:40 CFR 302.4 or G.5.143-215.85.
naez"Mien IME&SC Measuresare moth/ietlaRerinlllal ( )
use another rein monitorina device Installation.
(b)A phase of grading has been completed. Initial and date a copy of the approved MSC (b) Anticipated bypasses and unanticipated bypasses.
lal e& inspected. Planer complete,date and sign an inspe'ttlon
Measures ]alentlertlays Dew and time oft them'a measures report to Indicate completion of the
t'peup°g < hours of a an 4.Indication of...tson he meiasutrM inspection,
conseruellon phase. _ (e) Noncompliancewith the conditions of this permit that may endanger health pithe
MintHill 7Q�k r Wheun" event A LC inch In k)Ground ewer is looted and installed Initial and date a copy of the approved MSC environment.
T•c mar-. sir and date of corrective usmrpeeree stakes. l5.DeprIptWn of maintenance needs fort.measure. accordance with Meapprovetl E&SC reporttPlan or ompcte,rotpliance and enan apInsproved m
Plan to compliance wlMa approved
lalstarmwa rice a merge oa report p pprwe 2.Reporting Tlmeframes and Other Requirements
dlutam ewrmysr a.Pate and time of the e6.Oescriction isrdownen da. ground ewer specifications. Attera permittee becomes aware of an occurrence that must be reported,he shall contact
Plan Sheet Is Part Of The Overall widen.(500q IuI The maintenance and repair Complete,date and sign an Inspection report.
requirements for all MSC measures the appropriate Division regional office within the tlmeframes and In accordance with the
Approval As Of The Following Date eran.I nmin she�°R°„�;`„u;pendea porcine-ter n, o° other requirements listed below.Occurrences outside normal business hours may also be E-1
24 Faun ors of a•" s.Indlcation of visible sediment leave (ci coreosioearmed. reported to the Division's Emergency Response personnel at(800)662-7955,(800) I-i
06/01/2023 acd ..evidence.and date or corr..anent tat., (e)Corrective actions have been taken Initlel and date a cow of the approved MSC 858-0368 or(919)733-3300.
F
yale.eeur of •At leaname• sedimentation Is inane node seekmm,men a record toE&SC Measures. Plan or complete,date and sign an Inspection 1�
t• ...daysshall report to indicate the completion of the
adWt.14 m taken re dean up stabil.the sedlmenf that has left corrective action.
hours of a rain We Ouunble It ortiar Tlmafnmes(Aka Mummy)ina Omer Requlremems /1 Q
avant_ etch In asetsnn,evleence,and date of cannaw anions taken,and (a)Visible sediment •Wk.Y20 houm,an oral or electronic notification. 1-1
a4 Muno west...nos to ffs°anions taken to control Mere deposition ina •WNA.nl and actions
dove,a report that contains a description of the `f
aaes. 2.Additionaladdition
Documentation wetland sediment andsalons taken to address the cause or the annapeosition.
Islstrearm or tonce pe atom or wetland lies incr..visible sedimentation a In addition to the E&SC Plan documents above,the following items shall be kept on the streamer Division staff Maforawrnnn reCr) rv.t
watm ta calendar days the
mthas visible Increased turbd.from the construct.ar•
site to mac requirement port ona led
eremite
re(where acne ten record
du.&ce.nalw,nlem takeann,and and available for agency inspectors at all times during l business hours,unless the se-by.eam bads.
and wltN g -specie gnorma •Htaedereams,tstyled on he.mitheir.e y be1rl list uied impaired perform
rfor n sediment- a N �/
accessible) wren,.ram In ad re.Sam.aeam(Ma)o orals reDigIuirementldes a notpacticSpecific exemption based on unique site conditions that make this related causes,theor eemayberequlredtoracticmadtlltlonal F+H F-1
34 Man ran Fan tit.seNmCltem(Ma)of this permit requirement not practical: monitoring.inspections or apply more stringent Practices if staff Flrr , ~
IHGrpund Aharaach phew • Dine lrnsallatlan of perimeter E&tc of thls permit.
determine that additional requirements are needed to assure compliance .I wi
stebissation Mending. (a) This general permit as well as the of coverage,after it is received. with the federal or state impel red-waters conditions. O
A measures pureacea7nganeenbe ng-nna installation (b)O1 sills and • MU.Meows,.oral or electronic notf cation.The notification I-/
.,••• •10,.. arva,cfOnstruston or redevelopmadlities,completion at all ent.permanent (b) Records of inspections made during the previous 30 days.The permittee shall record releaseof shall include Information about We date,time,nature,volume and Z t�-I
(� Documentation the required observations on the Inspection Record Form provided by the Division or hazardous location ofNesplllor release. W
��� rpre„Irbe stabilisation
a similar Inspection form that Includes all the required elements.Use of substances per Item Q
FESS/p i/ ranee Nathey calk eta-(=)above
.:.4. 2� ''',II 9 b.provided as electronically-available in lieu of[he required paper copies will be allowed if F1 I��3 SEAL soon accessible.
an assurance
eeewm nine shown to provide equal access and utility as the hard-copy records. ()Anticipated • n Arepe et Yemen days before the date afne bypass,lVposYhle. rlZ
bypasses 160 CFR The report shall hclude an evaluation of the an[klpated quality a. `J
,I NOTE:The rain inspection resets the required]calendar day inspection requirement. (c) All data used to complete the Notice of Intent and older inspection records shall be 122.41ntIOIp • effect of the bypass. v
24951 a bypasses
• WhhM 24 haun,an oral or electronic notification.
FN '� - maintained for a period of three years after project completion and made available W
f bypasses140 CFR • WkhM and eraser des,a report that includes an evaluation of the I1
;� �I NE <�� upon request.KO CFR 122.411 123410.3)) quality and effect of me bypass. I1-11
l D 'iD i" Ial Noncompliano • WIMP 24 hours,an ore Oreearonc nmfcatlon. O
A \� with the conditions • WghM)c°bndar dam a report that contains a descrimion of the 124
Of this permit that noncompliance,and Its causes;She period of noncompliance, Z
�� ���� may endanger •beeninclu orng exact ed,thesantlpated time
lf the noncomnconcets ex has pected
t W �-I
health or the been correRetl,the anticipated time noncompliance is expettetl So 11
[]/ nvlronment140 continue;a.steps taken or planned t°reduce,eliminate,and sI C�
CFR 112.410PG prevent r.ccurrence or the noncompliance.DIO CFR 112.41111161. C-
I
written Oreision staff may waive We requirement for a wran report on a ` (04-03-23 NORTH CAROL A case-by-case bads.
O
05-03-23 . Environmental Quality rtJ
For questions and assistance,please contact NCDEQ at 919-707-3639. F1
Q
EFFECTIVE DATE NCGO1 SELF-INSPECTION,RECORDKEEPING AND REPORTING A-13 x
04-01-19
SHEET C-103