NCC231558_Site Plan or Location Map_20230523

NNN j50 J�l�E
iF sk, LATHAM-WALTERS
ENGINEERING,INC.A PO JL.��N.C.CORP.LAC.C-1815
16507-A NORTHCROSS DRIVE
ECGENT Wti CARRIES COVE HUNTERSVILLE,N.C.28078
4'EEQCT N roc' SANE PHONE:[phone]
CREEKC7 4 FAX: [phone]
CAMP JOEL o
LANE
SITE— / O .^oF1E!�fs_s/oe
SEAL
VICINITY MAP 2 % 17646 ° _
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INEC;
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THE MILL CONSTRU ED FOR
ON
CAMP JOEL LANE
L XINGTON, NORTH CAROLINA 27295 XTRA PLLC
ROPERTIES
DA 1�/��lam'O / / N 158 LUCENT LANE
�/ P•��fl' �/ CO1��1/ �l MOORESVILLE,NC 28117
PHONE:[phone]
[e-mail]
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I lOORESV1ILL1f;9NC 28117 o
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REVISIONS
SHEET INDEX
Sheet Number Sheet Tide
C COVER
CLO SITE PLAN
C2.0 EROSION CONTROL I'LAN
C3.0 EROSION CONTROL DETAILS
C3.I EROSION CONTROL DETAILS
C3.2 EROSION CONTROL NCOOI
PROJECT Na:2021.49
SCALE'. N.T.S.
DRAWN BY:PAB
CHECKED BY:MSL
DATE'.02/09/2022
81 1 1). CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
APPROPRIATE PARTIES AND ASSURING THAT EXISTING
UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION.
2). CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES
® USING FLAGMEN,ETC.,AS NECESSARY TO INSURE SAFETY SHEET NO'.
TO THE PUBLIC.
410 r 3). ALL PAVEMENT CUR,CONCRETE OR ASPHALT,ARE TO
BE REPUCED ACCORDING TO STANDARDS OF THE NORTH
CAROLNA DEPARTMENT OF TRANSPORTATION.
Know what's below. S LLE 1 TAE MG ED. ■/V_
Call before you dig.

T �/
CURVE RADIUS ARC LENGTH CHORD LENGTH HORD BEARING 1 H'+N j50 /l yrl
C1 255.00' 83.40' 83.03' 82'22'56"E \ ND LATH.9tAI-'VT�ALTEIZis
C2 35.00' 10.45' 10.41' 0647'56"W
C3 35.00' 10.45' 10.41' O6'4J'56"W \ 1?p
C4 35.00' 17.10' 16.93' 2320'55"W 'V TT.GINEERING INC.5 50,00' 50,65' 48,51' 3T29'42'E \ l:l♦ C.i' lC-i 8i L.
cb so 00 39 J2 a 69 Jos w W pA 'p N.C.CORP.LAC.C-1815
CR 50.00' 511.34' 49.t2' 39'40'37"A C,50 16507-A NORTHCROSS DRIVE
c9 50.00' 09.84' OJ.80' 161 Y45'E Q.
uEN W, CARR/ES COVE HUNTERSVILLE,N.C.28078
CIO 35.00' 27.55' 6.84' 24'I8'03'W
c11 35.00' 27.55' 26.84' 69'12'OJ'E S 63y402'E 366.p6• �AG�\d L,R EpyT N " LANE PHONE:[phone]
C12 50.00' J3.62' 6J.15' 88'49'56'W ���/�\ 4G,T O FAX: [phone]
C13 50.00' 35.76' 35.00' 28130'01"W .----_ ' �0\CAS
O
C14 50.00' 35.76' 35.00' IY28'27"E A
C15 50.00' 35.J6' 35.00' SS26'S6"E \"'JS CAMP JOEL
C17 35.0 23.77 sz.19 Ja'36 za" CAMPJOEL LANE `' \9J �� LANE ,„1I11rr11j
C18 35.00' 37. 37. 85109'08"W SO•PUBLI�,'L�u-j 88,....
A� O 3T�{ CqR tzz
C19 205.00' 13.08' 13.08' 8Y55'23'W \ nl VV` 0
C20 205.00' S3.96' 53.81' 80'33'1<'W ® \ ��\pQ;.�FESS%�• /z'',_
C22 23638' 15108 15103 8.53'50"W N 65773'0-07.16' SITE-
/ p ,GANG
7.
C23 236.38' 93.21' 92.61' 5818'10"W �1 / '�L
k C24 35.00' 39.13' 3J.12' S343'25"E VICINITY MAP
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C25 45.00' 80.90' 70.44' 79'12'03"W 1764,6,,yc2.�`
N.T.S. ;fit• 2/9i"'"t°F:
PIN:6709-02-67-8347 C26 Ham' Hags'
czJ 4s.oD Ja.az bbsD a4 of 01 E I INSET I
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BERRIER, SYLVIA HEGE 1 I L 91
DB 0294 PG 0157 PIN. 6709-02-87-1857 /
NOT
ZONED:RA3 LANCASTER, REBECCA M. &WILLIAM SCOTT PIN:6709-02-87-3649
DB 2179 PG 0504 BURKHART, MICHAEL WAYNE&KARYN HUDSON PIN:6709-02-87-6755 ISSUED FOR
DB 2300 PG 0300 THOMPSON, CHRISTOPHER
3z9.5o' S 88'01'48'E 1068.57' DB 2296 PG 2252 CONSTRUCTION
e r- - - - - - - r9358' ZONED:RA3
_ loom: too Do' ZONED:RA3
loam' USDA L0000' U,EEY S 83'10'10`
2' ETBACK ) 5a.c1' E 166.06'
11965.
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66 / I I I m I ® 7 \\N - - - - - - - - - - - � SITE DATA:
�5 \ r I I I I I \ I 1.DEVELOPER/OWNER:XTRA PROPERRES,LLC REVISIONS
V '7 158 LUCENT LANE
gpCK�P')� I O / MOORESVILLE,NC 28117
V I I _1u slo�sET w 4
5 7g13'15" "1 2.PROPERTY PIN ID: 6709-02-87-6157/DB.2423/PG.0099
13 13 I I I I L 255.Os / / 6709-02-87-7441,6709-02-87-6441,
/ 3 I ` 6709-02-87-5441,6709-02-87-6153
0 ; 0 I MI 10 IN O9 I,ry - \ -Gzi \ \ 6709-02-97-4368/Pe80-97
Io' 1.....„
L30,L31,L32,U5,L95A
I o^I Ci I ci ADDRESS: CAMP JOfL LANE
I" 1,2
N I I" I I" I I"M I I N I O \ / \ \ \ N`112,i\ / LEXINGTON,NC 27292
I" w 2 '. REEDY DAVIDSONEEK COUNTY SHIP
a I I I I I I I I / � _ _ \ ( \5\ \ \ ry/
I I I I I I I I I I / / \ \ \ \ \ \ / y 4. TOTAL SING:RAJ
TE ACRES:331.32 ACRES(GIS)
o I \ \ 0 \ \ \ \ / 5.ADJACENT ZONING RAJ
_ L _ I I I I I I I \ \ \ 6.PROPOSED LOTS 33 SINGLE-FAMILY RESIDENTIAL LOTS
I I / / O \�_�\ \ MIN.LOT AREA:20,000 S.F.(ON-SITE SEPTIC/WELL)
- �I I I I I / / MAX-LOT COVERAGE:30R PROJECT NO.:2021.49
91955.
- - /k�,/ \ £\ MIN.LOT WIDTH: 100'
SCALE: 1"=GO'
L - J I I I 7- WATERSHED:PROPERTY IS NOT LOCATED IN A WATER
1oo.os' I- I SUPPLY WATERSHED AREA
100.49' 20' /46ry°j6/ I� - - \ \ DRAWN BY:PAB
RE4R SETBACK J /
N 82'1123,W g3261' 1oo,ag• 8.SETBACKS FRONT: 30'
o REAR:20' CHECKED BY:MSL
1oa as' / / I 3 t9z se' / SIDE' 10'
�/ L DATE 02/09/2022
1). CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING .14 J n l 9.INPUBLIC(DAVIDSON
APPROPRIATE PARTIES AND ASSURING THAT POSTING t I 98.Id iV 1n N 637221`W 501.95' J09.3] ��Jl PUBLIC(DA NO WATER)
TO 811
MIMES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTOR.
WASTEWATER:SEPTIC
2). CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES
PIN:6709-02-86-7387 y
0 USING FLAGMEN,ETC.,AB NECESSARY TO INSURE SAFETY BERRIER, JACKIE M. SHEET NO:
TO THE PUBLIC.
GRAPHIC SCALE
__�� DB 0689 PG 0223
(n _` 3). ALL PAVEMENT CUTS,CONCRETE OR ASPHALT,ARE TO
ZONED:RA3
BE REPLACED ACCORDING TO TRANSPORTATION.
OF THE NORTH11
60 0 80 120 240 PIN:6709-02-96-4273 .0
G4ROLINA DEPARTMENTHAH OF TRPNSPORTATON. STEWART,JOHNNY W &JENNIE H.
Al. SHORING WILL BE ACCORDING TO OSHA TRENCHING I OB 0884 PG 1368
q Know what's below. STANDARDS PART NAB SUBPPFT P.OR AS AMMENDED.
Gall before you dig. zoNED:RA3
1 inch= 80 ft

GENERAL NOTES: CONSTRUCTION SEQUENCE NOTES: MAINTENANCE PLAN: ] !
S' 1. TOTAL SITE ACREAGE=331.32 ACRES(GIS) 1. RECEIVE APPROVALS FROM NCOEQ. 1. ALL SEDIMENT CONTROL MEASURES SHALL BE INSPECTED AT LEAST ONCE EVERY / l /l 'I I 1 / / 1 0
SEVEN CALENDAR DAYS AND AFTER ANY STORM EVENT OF GREATER THAN 0.5 INCHES / l / , 15
2. NOTIFY NCDEO REGIONAL OFFICE PR/OR TO BEGINNING LAND DISTURBING ACTINIDES AND SCHEDULE \ ` / / 1 I \ / / I l / H \ \
SITE LATITUDE/LONGITUDE.35'S6'01 N/80'19'07-W PRE-CONSTRUCTION MEETING ON-SITE. OF PRECIPITATIONSHALLDURING ANY 24-HOUR PERIOD. ALL SEDIMENT CONTROL \ \ / / 1 k C
FEATURES SHALL BE MAINTAINED UNTIL FINAL STAB/UZAT/ON HAS BEEN OBTAINED. \ \ \ I / /I I / I / I / N
IX.RIVER BASIN:YADKIN PEE-DEE 3.INSTALL STABILIZED CONSTRUCTION ENTRANCES/EXITS \ \ \ \ \ I / / 1 I I /�[� / I LATHAM-WALTERS
E'(Z"J'�
CLASSIFICATION:C 2. STABILIZATION M£ASUR£S SHALL BE INITIATED AS SOON AS PRACTICABLEORARIL IN \ I 1 I \j 1 / c O;
STREAM NAME:HUFFMANS CREEK 4. CLEAR&GRUB AREAS REQUIRED FOR INSTALLATION OF EROSION CONTROL DEVICES. PORTIONS OF THE SITE WHERE ACCORDANCECWITH ACTMTI£S HAVE LEMPoRARILY OR \ \\ \ \ I I I l , l I I I / \y�{, / l / / c� �c^ ENGINEERING,INC
STREAM INDEX: 12-96-1-(1) PERMANENTLY CEASED,IN WITH SEEDING SCHEDULE ON DETAIL SHT. \ , \ / l / I I \ o ff{,\ / W op �o N.C.CORP.LIC.C-1815
2. DISTURBED AREA=18.2 ACRES 5.INSTALL PERIMETER SILT FENCING AND DIVERSION DITCHES. 1� S�3'7q 12"lE I I I G�d /` l l III,
}� 16507-A NORTHCRO55 DRIVE
3. SEDIMENT IS TO BE REMOVED FROM THE TRAPS, BASINS,AND DAMS WHEN "l ii /366.0• �.�" < / I GGCT V u' CARR/ES COVE H (704)N.C. 484
6.MODIFY SKIMMER BASIN ORIFICES AS SHOWN ON DETAIL SHEET. Y\�•
3.SEE SHEETS C3.0-C3.2 FOR EROSION CONTROL DETAILS. STORAGE CAPACITY REACHES NO LONGER GRAVEL IS TO BE CLEANED AND/OR REPLACED x 7.�16,•6 �d - C�L2,�y� l ( RS T al()
LANE \ PHONE[phone]
7. CALL THE INSPECTOR FOR INSPECTION OF SEDIMENT AND EROSION CONTROL MEASURES ONCE INSTALLED. WHEN THE SEDIMENT POOL DRAINS PROPERLY. H���� /��-i��' ti ���.6/ I C 'CT �n FAX: [phone]
4. THE PLAN APPROVAL/S BASED UPON THE EX/STING SITE Itl O / 9 O
CONDITIONS.ADDITIONAL MEASURES MAY BE REQUIRED IF 8.BEGIN HOME CONSTRUCTION NOTE THAT HOMES WILL BE CONSTRUCTED WITH FOUNDATION AND LOT GRADING 4. SEDIMENT/S TO BE REMOVED FROM BEHIND SILT FENCE WHEN IT BECOMES ����� �,y l/„ }�-•• ��! I
THE PROPOSED MEASURES CAN NOT FUNCTION AS INTENDED. WILL NOT BE PART OF THIS PROJECT. APPROXIMATELY 0.5'DEEP AT THE FENCE. THE SILT FENCE WILL BE REPAIRED AS =1�'�`�;�'7\T����` I CAMP JOEL a
NECESSARY TO MAINTN A BARRIER. , `�- _�- ` = A N
5. THIS PROPERTY IS NOT LOCATED IN A PHASE 2 STORMWATER 9, ONCE EACH HOME IS COMPLETE,INDMDUAL SITE IS TO SEEDED AND MULCHED PER SPECIFICATIONS. I 1 \ ` \ 'V'8,3y3 6"IV ��� �\ A m ;```-IN .�ARO��'�i
AREA AND HAS NO STORMWATER PROGRAM IN PLACE. EROSION CONTROL MEASURES ARE TO BE REMAIN INTACT FOR ALL HOME CONSTRUCTION 5. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL \ 077'16• \ III `� Q• °.••
PHASES OF CONSTRUCTION UNTIL THE COMPLETION OF ALL CONSTRUCTION ACTIVITIES 1 \ \ \ \ \ \ \ \ \ \ \ _ T l� l7 SITE \�e.�FESS%�•:,,,,
''�_
ID.EROSION CONTROL MEASURES SHALL BE REMOVED AFTER ALL CONTRIBUTORY AREAS ARE STABILIZED AND AND ALL DISTURBED AREAS HAVE BEEN STABILIZED. ADDITIONAL CONTROL DEVICES \ \ \ \ \\ \ \ \ \ \ \ ` I / p
NCDEQ HAS AUTHORIZED THE MEASURE REMOVAL. MAY BE REQUIRED DURING CONSTRUCTION/N ORDER TO CONTROL EROSION AND/OR \ \ \ \ \ \ \ \ \ \ \ L� \ , I I SEAL _
OFF SITE SEDIMENTATION. ALL TEMPORARY CONTROL DEVICES SHALL BE REMOVED \ \ \ \ \ -a:
� \ \ \ \ \ 1 17646
/ //%/'/ //I I I ONCE CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED. \ • \ \ \ \ `. \ \ \ S \ � \ \ \ \ VICINITY = ,,,rz2•�`
"/// I N.T.S. =�'; 2�9/"'" F.// //// lIII / lI1 6. THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE TRACKING OF %T(�°°F'1CaNEEQ^° �
/ /// /// I I I / I I I / MUD ONTO THE PAVED ROADWAY FROM CONSTRUCTION AREAS. THE CONTRACTOR
''. �,Po`
( (1/ // / / /I PIN:6709-02-67-8347/ / / I I'I I I 1 / , / 1. NOTE SKIMMER BASINS WERE INSTALLED FOR ROADWAY CONSTRUCTION. ROADS 'N/ L 5. ��
SHALL DAILY REMOVE M D/SOIL M PAVEMENT AS,MAY BE REQUIRED.
/ / / ,/ I BERRIER, SYLVIA HEGE / / / I I I IIII I / 1 / -- _L-----_ - -�/ /' - I / / J / HAVE BEEN CONSTRUCTED AND STABIILIZED. BASINS WILL BE LEFT INTACT FOR Ni I"�
I l I I ?l: 0-p2--87-1 7-'-- .----- _---� I I I \ \ 1 1 I t 1 / / / / / / HOME CONSTRUCTION. LOTS WILL NOT BE GRADED AS HOMES WILL BE BUILT ON A LEGEND
\\\ I I , ( / / DB 0294 PG 0157 / / / I I I I I � � -----� ---� - / \ I I / / / / / / NOT
/ 1 / ZONED:RAJ / I I ILfIllAlTER, RE E C MI&,WILLIAM TCO -- -- '/PIN: 6709-02 871-3d49 \ \ \ I I / / J / l l FOUNDAT/ON. MINIMAL LAND DISTURBANCE WILL OCCUR AS SITE IS NOT BEING uxrs OR msnmem,wu
/PIN/6706-0 87 675 /\ / / / I IIII I I / /D� 17 PIG 0504/ / {T/�-�...."1",..... _ _--__ __BUR$/;ARRTr M/CHAE(�✓✓AY/E KAI7YN hLJoSO/ 1 \ I I I 1 I l O / TF/OMPS�ON CHRI OP t R l l / 1 / / / GRADED. ISSUED CT FOR
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CONSTRUCTION
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1). CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING ` .\\ \ \\\
\ A \ / / / / / �i b b -- \ \ \ \\ \ \ \\ \A/ - / I 1 IillII I I I I I I 1 I 1 / /
O, APPROPRIATE PARTIES AND ASSURING THAT POSTING \ \ \ \ \ \ 1 \ \ // / / / / /1f-- .✓/ / / �h \ \‘..,, \ \ \ \ \ \ \832 -r W 501. 09.,}7'I I I I I 11I 111 _ I 1 / / / /.
UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCRON. \ \ I \ I 1 \ I \ \ \ - / / / / / // / -_ /' / / \ \ \\ \\\ \\ \ \ \ \\ \ 95 / I I I IIII IIII I II I/,/11//- \ I I I / / / 1
2) COINCONTRACTOR
TR TOREN.ETC.,AS NECESSARY PLACING GBURB"RRICADES GRAPHIC SCALE I . I 1 I \ 60/ ,prN:67,o9-a2�a§-7M87/ --- \____- 7// - _ \ \ \ \\\\\\ \ \\ \\ \\ \\ \- / 1 IIIIII I I I I I 1 I I I l /
® TO THE PUBLIC. \ \ �� // BERRIER,�Ac�c/E/M./ / \ / /// \ \ \ \\ \\\ \\ \ \ \ \ I / 1 I III III IIII I I / I I I I I 1 \ \ SHEET NO:
o .../ /'OB 068 P( 022, / / \ -- -/ I \ \ \\\ I III IIIIII /1 1��I / I \
c, .Apr p r 3). ALL PAVEMENT CUTS,CONCRETE OR ASPHALT,ARE TO \ \/ / // /LON0'�A.�// // -- i - \\\ \\ \ \\\ \ \\ \ \ \\ \ / I / 1 I 1 I I I I I III IIIIIII II I II'I 1/, -- I, 1- 1 I �\ \
BE REPLACED ACCORDING TO STANDARDS OF THE NORTH / / \ \ \ \ \ \ \` / 1 I 1 I I top
I I I I 1 / PIN:6 p9-17-N6�4,713A \ \-.
I CARDUNA DEPARTMENT OF TRursaDRTARON. //// /// //// - v\ \ \ \\V A A V A\v\\ \ �1111 11/Il l l EAR ✓oMvNr p� NWE k /'�
00
below.
4). SHORING WILL BE ACCORDING TO OSHA TRENCHING IN FEET '// -- / / / / / // --- - \N. \ \\ \ \\ \ \ \\\ \ \ \ \\ / I I I I I "I I II111 I I 1��`N OB 0�84 P i�6\ \ \\ \ C L •0
Know what's 1leIOW. S ANDARDS PPA 1528 SUBPPR P.OR AS AMMENDED. / / =--- \\ \ \ \ \ \ J/ / I I I I I 1 IIII IIIIIII I11/111 1 1 ZDVED. 3\ \ \
N Call before you dig. L inch= BD ft ( I I if I I I II11.11 IIIl161l 111 i 111111 I V I A \ v vv v

SEEDBED PREPARATION NOTES
1. SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO LWE
PLAN. COMPLETE GRADING BEFORE PREPARING SEEDBED.
2. AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WRH AVAILABLE
TOPSOIL •DEEP ON PREPARED DEPTH SHALL SLOPES
OR FLATTER.
DEEP. IF SOILS SEEDBED
RREDBED LATHAM-WALTERS
COMPACTED DURING GRADING LOOSEN TO A DEPTH OF 6'TO 8'. L=THE DISTANCE SUCH THAT POINTS ENGINEERING,INC.
3. LOOSE ROCKS,ROOTS AND OTHER OBSTRUCTIONS SHALL BE REMOVED A&B ARE OF EQUAL ELEVATION
FROM THE SURFACE TO PREVENT INTERFERENCE WITH ESTABLISHMENT N.C.CORP.LIC C-1815
AND MAINTENANCE OF VEGETATION. A B MATERIAL FROM 16507-A NORTHCRO$S DRIVE
4. APPLY LIME ACCORDING TO SOIL TEST RECOMMENDATIONS. SOILS DITCH EXCAVATION
KNOWWITH N,APPLY LIM HIGHER E ACCORDING TO SEEDING SPECIFICATIONS 6 NEED NOT BE UMED. IF pH IS OT BELOW. //�j/\////// /\`\/\\,�\Y\\A\.\\i�/ L HUNTERSVILLE,N.C.28078
APPLY UMESTONE AND INCORPORATE INTO TOP 4'TO 6"OF SOIL v/ < \/j/j/j� /\ /� PHONE:[phone]
5. APPLY FERTILIZER ACCORDING TO SOIL TEST RECOMMENDATIONS. IF \\,�\�\�\�\T\'‘ GROUND LINE - \ FAX: [phone]
NO SOIL TEST HAS BEEN PERFORMED,APPLY FERTIUZER ACCORDING ^\\ /X//•/
TO SEEDING SPECIFICATIONS BELOW. • \ /i
6. ROUGHEN SEEDBED SURFACE PRIOR TO APPUCATION. GROOVE OR
FURROW SLOPES STEEPER THAN 3:1. iU AA
7. SEE TABLE BELOW FOR STABIUZATION TIMEFRAMES FOR VARIOUS y ..N 11CAR 0'',,,
DISTURBED CONDTONS. , 2 `�V��
,�' ' °'F 1'-2'BASE �p a 0FE55%Q•.i '
���M�i����� 9"MIN. U 1,�,� CLASS B STONE Q ��
PERMANENT SEEDING SPECIFICATIONS_8 ,��'���',�re� -W ,a��tg,;.,. NOTE: SEED TEMPORARY DIVERSIONS IMMEDIATELY AFTER CONSTRUCTION. SEAL Y S
LOW MAINTENANCE AREAS �����P�:� ¢I'Y2 iiiblr• F�i•'}L r _ S 17646
STEEP SLOPES OR STONY,SHALLOW OR DRY SOILS TEMPORARY SEEDING SPECIFICATIONS-O ��;;;•�• "Vii..." ��..)ipir.Milt} FLQ5 TEMPORARY DIVERSION DITCH DETAIL ��j.°., Z� ^°MAI•�'
DATES TYPE M' PP 4'TO 6't N.T.S %',CA�•.F:�c°I;,EE�P�'��
DATES TYPE RATE RATE AMENDMENTS CLASS B ST.. �,��I I�'ISt,
JAN.1--MAY 1 RYE(GRAIN) 120 LB/ACRE 2000 LB/ACRE GROUND 1��
AUG.25-SLEPT.15 TALL FESCUE 100 LB/ACRE FEB.15-MAR.21 ANNUAL LESPEDEZA 50 LB/ACRE AGRICULTURAL LIME- i� TYPICAL LONGITUDINAL SEC TAN NOT
FEB.15-MAR.21 SERICEA LESPEDEZA 30 LB/ACRE STONE AND 750 LB/
KOBE LESPEDEZA 10 LB/ACRE OR LOBE ACRE OF 10-10-10 * ISSUED FOR
GENTLE SLOPES,AVERAGE SOILS FERTILIZER � CHECK DAM
1.5'MIN CONSTRUCTION
DATES TYPE RATE AMENDMENTS CLASS B -
DATES TYPE RATE ISOMETRIC VIEW
MAY 1 -AUG.15 GERMAN MILLET 40 LB/ACRE 2000 LB/ACRE GROUND '-48.1
." ��_"
AUG.25-SEPT.15 TALL FESCUE 80 LB/ACRE AGRICULTURAL LIME- 8.1�, i
FEB.15-MAR.21 KOBE ELES EDEZA� 20 ACRE OF STONE AND 750 LB/
10 LB/ACRE FERTILIZER10-10-10 �O7YPICAL CROSS SECTION MAY ALSO BE USED IN OTHER DITCH SHAPES. '��'���'���'1••,';''';,';: FILTER CLOTH STEEL POSTS ONLY
HIGH MAINTENANCE AREAS DATES TYPE RATE AMENDMENTS 2.7HE CLASS OF STONE SHALL BE AS DIRECTED BY THE ENGINEER, '�;e�';1i 1
AUG.15- -DEC.30 RYE(GRAIN) 120 LB/ACRE 2000 LB/ACRE GROUND EXCEPT WHERE SHOWN IN THE PLANS 'NV 2 FILTER FABRIC OR COIR MESH XTRA PROPERTIES
GENTLE SLOPES,SOILS WITH AVERAGE OR BETTER MOISTURE,COOL SITES AGRICULTURAL LIME- •1 W (SEE NOTES BELOW)
STONE AND 1000 LB/ TYPICAL CROSS SECTION - LLC
ACRE OF 10-10-ID - BACK-FILL TRENCH W/
DATES TYPE RATE FERTILIZER COMPACTED SOIL
ROCK CHECK DAM DETAIL _ QF'
AUG.25-SEPT.15 BLEND OF TWO TURF-TYPE 200-250 LB/ACRE • °j S�
TALL FESCUES(90%)AND N.7.S. y
f 158 LUCENT LANE
TWO OR MORE KENTUCKY MULCH SHALL BE APPUED AT THE RATE OF 4000 LB/ACRE STRAW. MOORESVILLE,NC 28117
BLUEGRASS VARIETIES(10%) STRAW SHALL BE ANCHORED BY TACKING WITH ASPHALT. NETTING OR MULCH
ANCHORING TOOL. PHONE:[phone]
GENTLE SLOPES,DRIER SOILS,PHYSICAL LIMITATIONS GRADED SLOPES AND FILLS-THE ANGLE FOR GRADED SLOPES AND FILLS rickyounts@hotmaiLcom
EEET BE NOC GREATER THAN THE EE OO CAN BE RETAINEDEVI BY
ANCHOR SKIRT 4"MINIMUM
VEGETATIVE COVER OR OTHER ADEQUATE EROSION CONTROL DEVICES OR
DATES TYPE RATE STRUCTURES.
AUG.25-SEPT.15 BLEND OF 50%KY-31 TALL 200-250 LB/ACRE
FESCUE AND 50%MIXTURE
OF TWO OR MORE TURF TYPE „SILT FENCE
TALL FESCUES
SPACING GUIDE FOR SLOPE BREAKS NO.57 WASHED STONE
1-6"MIN. (/)
GRASS-LINED CHANNELS,AVERAGE SOILS
SLOPE SPACING(FT.) �o CLASS B STONE IX)
STEEP SLOPES 2:1 20' iy\_ CFI
DATES TYPE RATE 4:1 35'
AUG.25-OCT. TALL FESCUE 200 LB/ACRE OR A i 7 I\
/ LONG SLOPES 15-25% 50' a
4-5 LB 1000 SF __ r 8' t d d strength fabric with f N
f0-75% 80' �iiiiiiii i• H
• •••••••••••••�111! 6' t strength fabric without fence
GRASS-UNED CHANNELS,DRY SOILS 3-6R 200' • • SLLT�c�C£
It ■ �!.]N�■AN
DATES CROSS SECTION �-'U I.•.•.. .¢$;T 9'"I"'4 OR COIR MESH :':❖11r�•5�00$ 00$ Off$$$
G3X J00' WOVEN FILTER FABRIC ... ,0�! J�1••00� 100•®S0�� �00�•••� Z Q
TYPE RATE NOTES BELOW) ::::*0��❖❖�II0���*6 .40,.4444.40.00P `'J
APRIL 15-JUNE 30 COMMON BERMUDA GRASS 40-80 LB/ACRE OR PER NCOENR Ncrscu CHAPTER saz TABLE s.aza TOP VIEW (SEE y��lO®®00��0��®00000®.`�OOOOO��pp�Oj�0000000i�0%.•p�000...�p•��...•p��':•00•i`00/O•J:•J:•i•�•:':•:': Z
1 -2 LB/1000 SF '.SS••••••••4�.•••••�••:•0••••••••••••••�•••••�:•:❖••::•0••00:••••••::O••A$O••,•••••••• V,.••0••00000::.
F 2' .•:pOO❖0❖O�I®OOIje000.•••..:p�It�1000000❖p®���0000000❖p®�0••••y000❖ ®®®®i®•❖®❖❖®•••' O
AMENDMENTS SHALL BE PPUED AT THE RATE OF 4000 LB/ACRE OF GROUND TEMPORARY SEEDING MAINTENANCE: RESEED AND MULCH ALL PEAS j��•••�p0:48'}•"_•_OOJ•L•:L••L•.O❖0�•.••00000�•.�••OOj��O❖A4. ... ��A® OM J I-
AGRICULTURAL LIMESTONE AND 1000 LB/ACRE OF 10-10-10 FERTILIZER. WHERE SEEDLING EMERGENCE IS POOR,OR WHERE EROSION OCCURS. - j Y'0 0 y 9 w q-.i A i�.�.P,l'. �TTVynj��.�q�.{ ,Ip-' M /11 0
DRY SOIL GRASS-LINED CHANNELS SHALL USE 3000 LB/ACRE OF GROUND DO NOT MOW. PROTECT FROM TRAFFIC AS MUCH AS POSSIBLE. is "'+1 .� M .. ....-5-....1 J- J4 Ib �h G� Q(® lJ
AGRICULTURAL LIMESTONE AND 500 LB/ACRE OF 10-10-10 FERTIUZER. " Y HEIIEHEHEMPIE1EMEMEMIET_rt fl
MULCH SHALL BE APPUED AT THE RATE OF 4000 LB/ACRE OF STRAW. REDUPERMC
E OMPETITIVEN SEEDING E55 WEITFI PERMANENT ORNANCE:GRASS T LONG BE MTERM OWN TO ��F
%�® _ � yU= II II ISTI I I I I I 5� �Z_/
ANCHORINW G TOOL UTELL BE RED OR BY
EXCELSIOR WITH MATTINGSHALL BE PHALT. U ED IN GRASS OR MULCH
VEGETATION. RE-SEEDING SHALL BE PROVIDED AS NEEDED TO 0, �� � =I -I I III-III=III-I I-I I-I I-III-I -I I-I 1 I-1I I-I -I I-I 1 I I I-III-I 1- L /� i-
ENSURE ADEQUATE GROUND-COVER. WOVEN FILTER FABRIC ILLILINED CHANNELS TO CALCULATED HIGH WATER DEPTH. ae;s ,� ...:0 T I H I I III III f 1] Z
aid N III J
,I.I II II 1111�1 i I/O -
STABIL/ZAT/ONTIMEFRAMES 1 •li li H II II-II II II II-h/H •H i uJ
II II III�I II 11 II�I�I III• II 11 z ' `
SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS IIRIIRIIPI6y IIII=IIRIIRII11=11= • 11• 1 `J
PERIMETER DIKES SNARES DITCHES AND SLOPES 7 DAYS NONE 1IRIIRII., •I'?]IIIIPI1u11=1,11.=/11 111I.
® RIIRIIRN-n.IIIIRIL IL l RI=1 i1.II.=.I Q
OI HIGH QUALITY WATER(HOW)ZONES 7 DAYS NONE IN
Zp SLOPES STEEPER THAN SI 7 DAYS IF SLOPES ARE 70'OR LESS IN LENGTH AND ARE NOT J
STEEPER THAN 2:1,14 DAYS ARE ALLOWED. _ FRONT VIEW __I
(]SLOPES 3::1 OR FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER THAN 50'IN LENGTH LLI 0
ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1 14 OATS NONE,EXCEPT FOR PERIMETERS AND HOW ZONES 0
GENERAL NOTF`i; CO
SEEDING SCHEDULE&NOTES SILT FENCE STONE OUTLET 1.CANSTRUCT THE SEDIMENT BARRIER OF STANDARD STRENGTH OR EXTRA STRENGTH SYNTHETIC !!11 0
FILTER FABRICS.(REFER TO TABLE 6.62b IN THE NC EROSION CONTROL DESIGN MANUAL FOR LL
N.T.S. MATERIAL PROPERTY REQUIREMENTS.)
2.ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES NOT EXCEED 24 INCHES Q I..L
ABOVE THE GROUND SURFACE. '
3.COIR MESH SHALL BE USED IN LIEU OF WOVEN FILTER FABRIC FOR `J w
INSTALLATION OF BAFFLES INSIDE BASINS AND TRAPS.
4.CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO THE LENGTH OF THE
50' PUBLIC NOTE: BARRIER TO AVOID JOINTS. WHEN JOINTS ARE NECESSARY,SECURELY FASTEN THE FILTER
MINIMUM STREET CLOTH ONLY AT A SUPPORT POST WITH 4 FEET MINIMUM OVERLAP TO THE NEXT POST.
.•" .roi-� 5.SUPPORT STANDARD STRENGTH FILTER FABRIC BY WIRE MESH FASTENED SECURELY TO
KL 1J�,. CONCRETE OR CMP CULVERTS SHALL THE UPSLOPE SIDE OF THE POSTS.EXTEND THE WIRE MESH SUPPORT TO THE BOTTOM OF REVISIONS
THE TRENCH. FASTEN THE WIRE REINFORCEMENT,THEN FABRIC ON THE UPSLOPE SIDE OF
6 MINIMUM THICKNESS BE USED AS NEEDED FOR DITCH CROSSINGS. THE FENCE POST. WIRE OR PLASTIC ZIP TIES SHOULD HAVE MINIMUM 50 POUND TENSILE
STRENGTH.
EXISTING LFIL ER FABRIC UNDER STONE NOTES: 6.WHEN A WIRE MESH SUPPORT FENCE IS USED,SPACE POSTS A MAXIMUM OF 8 FEET APART.
GROUND SUPPORT POSTS SHOULD BE DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 24 INCHES.
1. PROVIDE 6"MINIMUM 7.EXTRA STRENGTH FILTER FABRIC WITH 6 FEET POST SPACING DOES NOT REQUIRE WIRE
50' STONE DEPTH MESH SUPPORT FENCE. SECURELY FASTEN THE FILTER FABRIC DIRECTLY TO POSTS. WIRE OR
/ MINIMUM 15"CMP TEMP.CULVERT PLASTIC ZIP TIES SHOULD HAVE MINIMUM 50 POUND TENSILE STRENGTH.
•-•O•�O•-•O•.•O•-•O"O•� O�•O 2. USE J/5 WASHED 8.EXCAVATE A TRENCH APPROXIMATELY 4 INCHES WIDE AND 8 INCHES DEEP ALONG
'-'0'-'0'-'0`-'0'-'0`-'0`-'0:-'0`-'0 FOR DIVERSION DITCHE STONE AND THE PROPOSED LINE OF POSTS AND UPSLOPE FROM THE BARRIER.(SEE DETAIL)
12 PUBLIC , ♦ RAILROAD BALLAST
M//VI, 000000000000000000 STREET AS NEEDED , MIX 9.PLACE 12"OF FABRIC ALONG THE BOTTOM AND SIDE OF TRENCH.
/ 0,�0,�0,�0,�0,_,0,�0,�0,_,0,..„ 1 I I 10.BACKFILL THE TRENCH WITH SOIL PLACED OVER THE FILTER FABRIC AND COMPACT.
3. INSTALL SOIL THOROUGH COMPACTION OF THE BACKFILL IS CRITICAL TO SILT FENCE PERFORMANCE.
1 B, STABILIZATION 11.DO NOT ATTACH FILTER FABRIC TO EXISTING TREES.
FABRIC OR 4"
GENERAL NOTES: COMPACTED ABC
4.
A STABILIZED PAD OF STONE SHALL BE LOCATED WHERE TRAFFIC WILL BE ENTERING OR STONEUNDERLEAVING A CONSTRUCTION SITE TO OR FROM A PUBLIC STREETENTRANCEANY AGGREGATESTONE SHALL BE 2"to 3"COARSE AGGREGATE0014
IROADWARACXED Y INTO THE
MUST BE
THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWEING SWEPT BACK ONE/TE
MAINTENANCE NOTES: PROJECT NO.:2021.49
OF SEDIMENT ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP ON A NIGHTLY -
DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF SILT FENCE CURB BASIS 1.FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY SCALE:N.T.S.
RESPONSIBLE PARTY OR HIS AGENT IMMEDIATELY AFTER EACH
ANY MEASURES USED TO TRAP SEDIMENT. &GUTTER -
5. MINIMUM LENGTH OF RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. DRAWN BY:PAB
CD ENTRANCE=25' ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
3 ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED 2.• SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END
ikCHECKED BY:MSL
-0 IMMEDIATELY. OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY.THE _
FABRIC SHALL BE REPLACED PROMPTLY.
U0 16 DATE:02I09/2022
WHEN NECESSARY, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC0 3.SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT OR SILT
Q STREET WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED FENCE SHOULD BE REPLACED.THEY MUST BE REMOVED WHEN DEPOSITS REACH
I- STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN. APPROX.HALF THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN
w PLACE AFTER THE SILT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM
1 FILTER FABRIC SHALL BE MIRAFI 500 OR EQUAL. TO THE EXISTING GRADE,PREPARED AND SEEDED.
SHEET NO:
w STABILIZED CONSTRUCTION ENTRANCE/EXIT CONSTRUCTION ENTRANCE
IT N.T S.
SINGLE FAMILY LOT SILT FENCE DETAIL
�_ N.T.S. 3 .0
N.T.S.
EN

/4 WE
LATHAM-WALTERS
ENGINEERING,INC.
SILT FENCE SILT FENCE N.C.CORP.LIC.C-I 815
SILT FENCE 16507-A NORTHCROSS DRIVE
HUNTERSVILLE,N.C.28078
PHONE:[phone]
FAX: [phone]
4 ‘P A 4
IP .
- \. 4 ,"° loon'
.,
s N ?R
3 PROPOSED HOUSE § 9 •ROPOSED HOUSE J 9 PROPOSED HOUSE P § PROPOSED HOUSE 3 A3Z:��FE 5I..?.o,',''
FOOTPRINT FOOTPRINT FOOTPRINT FOOTPRINTI / AL �.J.K
I, I, I, IV \ = g
17646 I.' _
STRAW BALE BARRIER CONCRETE WASHOUT '�� ac .'P'
'' <L°5. NPs.
�1 4.. CONSTRUCTIONENTRANCE CONSTRUCTION ENTRANCE CONSTRUCTION ENTRANCE 10'MIN. Ill
SILT FENCE PAVED STREET CONSTRUCTION ENTRANCE
• STAKE(TrPJ NOT
PAVEDICSTREET P STREET PAVEDI STREET B ;mm; B
TYPICAL LOT TYPICAL LOTPAVEDTYPICAL LOT TYPICAL LOT ISSUED FOR
A B C D CONSTRUCTION
STAPLES Ye'D/A.4•STAPLE BINDING WIRE
INDMDUALLOTEROSIONCONTROLPZAN (2 PER BALE ■Iff
N.T.S.
EIM MIN
I STRAW BALE XTRA PROPERTIES
NOTE: SKIMMER BASINS ARE EXISTING;ANALYSIS PROVIDED BELOW mmmIZI NATIVE MATERIAL
(OPTIONAL) METALSTSTAAKES
(2 PER BALE) LLC
LOT GRADING WILL NOT BE DONE FOR THE SITE ONLY MINIMAL STRAW BALE
GRADING FOR FOUNDATIONS/DRIVEWAYS,ETC. PLAN (DP.) SECTION B-B
158 LUCENT LANE
WITH STRAW BALES MOORESVILLE,NC 28117
PHONE:[phone]
EMERGENCY SPILLWAY 1 F 6"FREEBOARD (MIN.) 2.0• SPILLWAY NOTES: rickyounts@ho[mail.com
5 1. ACTUAL LAYOUT DETERMINED IN FIELD. 6. SILT FENCE SHALL BE INSTALLED AROUND
SKIMMER W/ROPE ATTACHED LETTERS A MINIMUM
SEE SKIMMER DETAIL BELOW _ _ :._�ELEV.-SEE TABLE OF 5"IN HEIGHT PERIMETER OF CONCRETE WASHOUT AREA
2. INSTALL CONCRETE WASHOUT SIGN(24 X24", EXCEPT FOR THE SIDE UTILIZED FOR
0.5' I t MINIMUM) WITHIN 30'OF THE TEMPORARY ACCESSING THE WASHOUT.
SELECTED FILL EMBANKMENT STABILIZED CONCRETE WASHOUT FACILITY.
PLACED IN LAYERS • WITH VEGETATION CONCRET 7. A ROCK CONSTRUCTION ENTRANCE MAY BE
AND COMPACTED - 2:1 SLOPE MAX. WASHOUT 3. TEMPORARY WASHOUT AREA MUST BE AT LEAST NECESSARY ALONG ONE SIDE OF THE
I_I 50'FROM A STORM GRAIN, CREEK BANK OR WASHOUT TO PROVIDE VEHICLE ACCESS.
PERIMETER CONTROL. //1
ELEV.-SEE TABLE 4"PVC PIPE V J
END ELEV.-SEE TABLE 4. CLEAN OUT CONCRETE WASHOUT AREA WHEN
yTN,ITI I I 50Z FULL. N
RIP RAP APRON OUTLET-5'x10'xe THICK CONCRETE WASHOUT SIGN DETAIL 5. THE KEY TO FUNCTIONAL CONCRETE WASHOUTS N
AT
SEE BELOW /S WEEKLY INSPECTIONS, ROUTINE MAINTENANCE, CONCRETE WASHOUT I-
AND REGULAR CLEAN OUT.
CUT-OFF TRENCH _ STRAW BALES OR ABOVE GROUND _ C.)
2'DEEP,SIDE SLOPES BOTTOM NOT TO SCALE Z W
0
SECTION THROUGH EMBANKMENT Z
DRAINAGE BASIN 0
- I- O
BASIN AREA OTQ SURFACE AREA SURFACE AREA VOLUME VOLUME SIZE TOP EMB. WEIR BOTTOM OUTLET WEIR 4"PVC
NUMBER (AC) (CFS) REQUIRED(S.F.)PROVIDED(SF.)REQUIRED(C.F.)PROVIDED(CF.) W K L ELEV. ELEV. ELEV. ELEV. LENGTH LENGTH
1 3.57 11.0 3576 1140 5616 2291 23x64 740 739 735.5 735.0 8 50 - z 1 Y
2 1.20 3.7 1202 952 1800 952 21x58 768 767 763.5 763 6 45 Ll
3 2.70 8.3 2704 1742 3636 4055 26x68 759.5 758.5 755 754.5 6 52 1-
6 3.0 9.2 3005 2800 4212 6660 55x109 735.5 734.5 731 729.0 10 30 W Z
W J
NOTES: I- z O
1.LOCATE THE SEDIMENT INLETS TO THE BASIN THE GREATEST DISTANCE FROM THE PRINCIPLE SPILLWAY. Q
2.ALLOW THE MAXIMUM REASONABLE DETENTION PERIOD BEFORE THE BASIN IS COMPLETELY DEWATERED-APPROX.48 HOURS. J Z
3.REDUCE THE INFLOW VELOCIN AND DIVERT ALL SEDIMENT-FREE RUNNOFF WHERE POSSIBLE.
J 0
SEDIMENT BASIN W/SKIMMER W
N.T.S
CO
TO RISER.DETENTIONABOXO 1-E RIA NOTE:CONTRACTOR SHALL MODIFY ORIFICE SIZES TO MATCH SIZE SHOWN BELOW < Et
OR END OF SKIMMER INLET ZONE 25%
DESIGNED BY ENGINEERS CE AREA
SKIMMERROPE TO SKIMMER HALLOW PIT EX ATTACHED
OE SU CE AREFACE AREA W
yyy\\\AAA UNDER SKIMMER 0'
VENT
MAINTENANCE: \W� orT OURLT Er D OE Aa
1. INSPECT SKIMMER BASIN AT LEAST GENERAL NOTES: STRAPS SUSPENDING INLET
EMBANKMENT Oa
% TO FORM BASIN WEEKLY AND AFTER EACH SIGNIFICANT 1. DRIVE 5'STEEL POST AT LEAST 24"
INTO SOLID GROUND. FLOAT '!��ar4_� REVISIONS
RAIN EVENT(4 IN.OR GREATER). II ,
FABRIC-LINES itt4. I I/SPitcwnY:SEE2. REMOVE SEDIMENT WHEN Q // l 2. USE SR,TAPLES 1'APART HORIZONTLLV -
DETAILS ACCUMULATION REACHES HALF THE 111 i1 1 r, 1 X AND ERTICALLY TO ATTACH THE 4"OUTLET END
HEIGHT OF THE FIRST BAFFLE TI 0 11 I II T�11/ FILTE FABRIC TO THE WIRE FENCE. CONNECTED N
IIII° IIiSIi/` III IrII :- ` RISER OR PIPE �, ''`',,�
-CM 3. REPAIR BAFFLES IF DAMAGED. FLOW .- j111 ill Ij i/I 11 il'1 ''. 3.SPACE THE BAFFLES ACCORDING TO THROUGH EMBANKMENT ` 1� 1
CCOIR MESS ,, RE-ANCHOR BAFFLES IF WATER IS 11111V 11%%`I' 11 i�1 II X THE APPROVED PLAN. v 1�`'
AILSEALTERNATING II FLOWING UNDERNEATH OR AROUND. °�Ii�l 11i i10° 1 IIOI�iI I 4. THE FLOOR OF THE BASIN IN THE
A`WEIRS '4' loll° 11/111 - A OUTLET ZONE AND BERMS SHOULD
CONSTRUCTION 4. REMOVE ANY OBSTRUCTIONS FROM 4R11II /IIII �, INLET SCREEN/DOOR
SKIMMER,SKIMMER ARM,AND BARREL. / / 111� 1 --1 BE SEEDED IMMEDIATELLY AFTER `� �`
° �`- �� W/ORIFICE INSIDE(D)
M Il�� X THE BASIN IS CONSTRUCTED.
�_ _ 5. REMOVE ALL TRASH AND OTHER -
2 INFLOW FROM PIPES DEBRIS FROM SKIMMER AND POOL l / 'j V INLET EXTENSION(C)
AREAS. / / �Y TA ARM ASSEMBLY -
pN0OF BASIN TO ♦F 5�1 /� BARREL PIPE OR ARM"
i"SHORT VA:.. '".`k.' <\• (s)
CIRCUMNG" ''Pon GUT
LARGE PROWLED (� "C"ENCLOSURE
BASIN
END OF 7-TCA1-"---
I I \\ O)r(,'NFLEX HOSE(A)
FORMB SI TO 4'-0"MPX.SPACING X\ ' FORM BASIN r
X-
(TIPICAL) 1 X PERSPECTIVE VIEW ATER ENTRY UNIT
-
PVC END PVC VENT SCHEDULE 40
LENGTH TO SIOTH RATIO s STEEL POST 1 CAP PVC ELBOW PIPE PVC PIPE
TWICE AS SB AS RO PROJECT NO.:2021.49
OO IN FINMTOINPPER UNLESS A V-SHAPED - -
E BOTTOM IS CREATED IN IMENALMEMW. WATER SURFACE AIMM EMik
wMRU BASINS SEE FLOW.� IMEMUMaq� \}�\I9I SCALE N.T.S.
N. •INTIIe.I II• PVC END CAP irfe _ -
CD NOTE ON SPILLWAY PLACEMENT:WHENEVER POSSIBLE,PLACE THE SPILLWAY AROUND ONE END OF THE DAM COMPACT SCHEDULE 4O `� BASIN I SKIMMER A B C D DRAWN BY:PAS
INSTEAD OF IN THE FILL ERR THE DAM TO MINIMIZE THE CHANCE OF FAILURE. CARE MUST BE TAKEN WHEN PVC PIPE SIZE FLEX PVC INLET ORIFICE _DRAWN
HE SPILLWAY
IS IN THE HI TO FOLLOW THE INSTALLATION INSTRUCTIONS AND KEEP OUTFLOW ON THE FABRIC HOSE ARM EXT. SIZE
I PVC HOLES CHECKED BY:MSL
_ __ _ _ BURIED IN TRENCH IIII Ilk_ PVC TEE i/2"HOLES ORIFICEA 1 3 2 2 3 1.5 - -
(/) SOME SEDIMENT BASIN REQUIREMENTS MAY CONFECT WITH PERMANENT DETENTION BASIN STANDARDS IF THIS IS THE IN UNDERSIDE DATE:OZ09/2022
CASE,THE FEATURES NEEDED TO CREATE AN EFFECTIVE SEDIMENT BASIN MUST BE PROVIDED DURING CONSTRUCTION. 111_I 1t N PVC TEE 2 3 2 2 3 0.75
AT THE PERMANENT OF THE CONFIGURATION.
(WHEN THE DRAINAGE ARE IS SUCCESSFULLY STABILIZED)THE BASIN IS CONVERTED TO III FLEXIBLE HOSE 3 3 2 2 3 1.0 - -
WTHE T L N BAFFLE INSTALLATION DETAIL A ,� 6 6 2 2 3 1.0
SKIMMER BASIN COMPONENTS-PLAN VIEW N.T.S. c �,:IIIIl����
N.T.S. BOTTOM SURFACE SHEET NO:
CD END VIEW FRONT VIEW
W
SKIMMER BASIN DETAIL
71- N.T.S. FAIRCLOTH SKIMMER
3 . 1
N.T.S.
N

L,WE
_
LATHAIII-WALTERS
PART II,SECTIONS.ITEM(4)
ENGINEERING,INC.
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT
Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down for maintenance or close out unless this is infeasible.The circumstances in which it is not N.C.CORP.LIC.C-181 5
feasible to withdraw water from the surface shall be rare(for example,times with extended cold weather).Non-surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met 16507-A NORTHCROSS DRIVE
(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 norbsurface withdrawal shall not commence until the E&SC plan authority has approved these items, HUNTERSVILLE,N.C.28078
(b) The non-surface withdrawal has been reported as en anticipated bypass in accordance with Part III,Section C,Item(2)(c)and(d)of this permit,
PHONE:[phone]
(0) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin.Examples of appropriate controls include properly sited,designed and maintained dewatering tanks,weir tanks,and filtration systems,
(d) Vegetated,upland areas of Inc sites ore properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item(c)above. FAX: [phone]
(e) Velocity dissipation devices such as check dams,sediment traps,and riprap are provided at the discharge points of all dewatering devices,and
(f) Sediment removed from the dewatering treatment devices described in Item(c)above is disposed of in a manner that does not cause deposition of sediment into waters of the United States.
clrftr,,,,,
AR0',,,,,,
PART III PART III PART III 4>Ote05 /*de.,o
SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING
,1 ei . ;..-0 ..•p 'S
SECTION A:SELF-INSPECTION SECTION B:RECORDKEEPING SECTION C.REPORTING • SEAL
Self-inspections are required during normal business hours in accordance with the table 1.E&SC Plan Documentation 1.Occurrences that Must be Reported -
-,. It 17646 •
below.When adverse weather or site.nditions 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 Permatees shall report the following occurrences: ,5•••• 2/9fia#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.The (a) Visible sediment deposition in a stream or wetland.
which it is safe to perform the inspection.In addition,when a storm h event If pecn of equal to rmal b g d m ll hall b or ".•',N.E.,vct1 t$1•Z:s.'
following items pertaining to E&SC plan shall be kept on site and available for inspection at (b) 011 spills if:
greater than 1.0 inch occurs outside of normal business hours,t are e se-inson se 5 gal more (24.ii....1,s.,.......
a ties urin nousin the ess hours.
performed upon the cornmencement of the next business day.Arty time when inspections • They 2lons or ,
''''frolirt;Its,'S
were delayed shall be noted in the Inspection Record. • They are less than 25 gallons but cannot be cleaned up within 24 hours,
Inspect Frequency Inspection records must include: nem to Document Document Requirements • They cause sheen on surface waters(regardless of volume),or NOT
(during normal
business hours) Initial and date each ESSC measure on a copy of • They are within 100 feet of surface waters(regardless of volume). ISSUED FOR
(1)Rain gauge Daily Daily rainfati amounts. the approved E&SC den or complete de.and (C) Releases of hazardous substanceS in excess of reportable quantities under SeCaon 311
ivied in If no daily rain gauge observations are made during weekend HO Each ESSC measure has been installed a. . .
.p,cr p rt.tl I 'hE&SC of the Clean Water Act(Ref:40 CFR 110.3 and 40 CFR 117.3)or Section 102 of CERCLA CONSTRUCTION
good working on holiday periods,and no indi,dual-day rainfall information does not significantly deviate from the locations, ',"'•' ,,,,r'• d'E'LecC, Th. OW:40 CFR 302.4)or G.S.143-215.85.
is...citable, record the cumulative rain measurement for dimensions and relative elevations shown on the me..re'''''''5''''a..'s' ? '' '
order documentation is requaed upon the initial those unattended days(this will determine if a site approved E&SC plan. (d) Anticipated bypasses and unanticipated bypasses.
inspection is needed).Days on which no rainfall occurred installation of the E&SC measures are modified
shall be recorded as.7ero.'The oermittee rnoy use another after initial installation. (e) Noncompliance with the conditions of this permit that may endanger health or the
rain-monitoring device approved by the Division. environment.
(b)A phase of grading has been completed. IMtial a.date a copy of Me approved E&SC plan
. -Reporting Timoframes and Other Requirements2
(2)E&SC At least once per 7 1.Identikation of Me measures inspected or complete,date a.sign an inspe.on report to
Measures calendar days and 2.Date and Time of the inspection indicate completion of the construction phase. After a permittee becomes aware of an occurrence that must be reported,he shall contact the
wean 24 hours of 3.Name of the person performing the inspection - appropriate Division regional office within the timeframes and In accordance with the other
rain event 2 1.0 4.Indication of whether the measures were operating properly (c)Ground cover is located and installed In Initial and date a copy of the approved E&SC plan requirements listed below.Occurrences outside normal business hours may also be reported
accordance with the approved E&SC plan. or complete,date and sign an Inspection report to
inch in 24 hours. 5.Description of maintenance needs for the measure to the Department's Environmental Emergency Center personnel at(BOO)858-0368.
diith d d
6.Description,Evidence,and date of corrective actions taken Indicate compliance w approve groun cover Occurrence Reporting Timeframe(Atter Discovery)and Other Requirements XTRA PROPERTIES
(3)Stormwater Al least once porn I.Identification of the discharge outfolls inspected specifications. (a)Visible •Within 24 hours,an oral or electronic notification.
discharge .lendar days and.Data and Time of the insPeqion , . LLC
(d)The maintenance and repair requirements for Complete,date and sign an inspection report. sefl,ment •Within 7 Calendar Days,a report that contins a description of the
ck'ffane(SD°e)within.he.re ef 1:nTenc:rinV,I17;=„oJerprttor"........ all ESSC measures have been performed. deposition in a sediment and actions taken to address the cause of the deposition.
a rein event 2 1.0 sheen,footing or suspended solids or discoloration stream or wetland Division s.ff may waive the requirement for a written report on e case-
inch in 24 hours. 5.Indication of visible sediment leaving thivee siteactions by-case basis.
6.Description,Evidence,and date correct taken
•If the stream is named on Me NC 303(d)list as impaired for.diment-
(e)Corrective actions have been taken to E&SC Initial and date a copy of the approved E&SC Pian related.us.,the permktee may be reqund to perform additional 158 LUCENT LANE
(4)Perimeter At least once per 7 if Art.Sedimentation is found outside site limits.then ?H.M.S. or complete,date and sign an inspection rep.lo monitoring,inspections or apply more stringent practices if staff MOORESVILLE,NC 28117
of Site d,,r d„,,,nd record of the foitowing shalt be made i.e.the completion of h te corrective action. determine that additional requirements are needed to assure
PHONE[phone]
wfthin 24 hou,..,1)Actions token to dean up or stabilize sediment that has
'.'" left the site limits compliance with the federal or s..impaired-waters conditions.
e rein event.1.0 21 Description,Evidence and date of corrective actions taken -(b)Oil spills and •Within 24 Hours.an oral or electronic notification.The notification shall [e-mail]
inch in 24 hours. 3)An explanation as to the actions taken to control future 2.Additional Documentation Be be Kept on Site release of include information about the date,time,nature,volume and location
releases In addition to the E&SC plan documents above,the following items shall be kept on the hazardous of the spill or release.
site and available for inspectors at all times during normal business hours,unless the substances per
(5)Streams or Al least once porn If the stream or wetland has increased Art.sedimentation Division provides a site-specific exemption based on unique site conditions that make item 1(b)-(c)above
weuands c,,,,,,,,,,,r d.,and or has rtscie increased turbidity from the construction
acti,ty then a record of the following shall be made: this requirement not practical: (C)Anticipated •A report at least mn days Whale the date of the bypass,if possible.
onsite or wn 24 hours of 1)Descriotion.Evidence and date of corrective actions taken bypasses[40 CFR The report shall include an evaluation of Ore anticipated quality and
effeite(where a min eve. 1.0 PIRecords of required reports to the appropriate Division IS) This General Permit as well as the Cedificate of Coverage,after k is received. 122.41(m)(3)] effect of the bypass.
accessible) inch in 24 hours. Regional Office per Part III,Section C,item(2)(a)of this -(d)yp se Unanticipated[40 CFR •Within 24 Hours,a d n oral or electronic notification
Perrnit (b) Records of inspections made during the previous twelve months.The permittee shall bass •Within 7 calendar ays,a report that includes an evaluation ate
(6)Ground mer oath pha,e 1.The phase of grading(installation of perimeter EQSC re.rd the required observations on the Mspection Record Form provided by the lavison 122.41(rn)(3)]
Stabilization of grading. measures,clearing and grubbing,installation of storm Veiny and effect of the bypass.
drainage facilities.completion of all tand-disturbing activity or a similar inspection form that includes all the required elements.Use of
Measures (e)Noncompliance •Within 24 Hours,an oral or electronic notification
construction or redevelopment,permanent ground cover), electronically-available records in lieu of the required paper copies will be allowed if with the conditions •Within 7 calendar day,a report that contains a description of the
2.0ocumentation that the required ground stabilization shown to provide equal access and utility as the hard-copy records, of this permit that noncompliance,and as causes:the period of noncompliance,including 1.0
^,e.. .hove'''.n Pr.v.ed w"in'.re.:l.ed'.....rn' 3.Documentation to be Retained for Three Years =
or assurance that they rail be provided os soon as may endanger exact d.s and times,and if the noncompliance has not been ca)
possible. All data used to complete the e-NOI and all inspection records shall be maintained for a period heath or the corrected,the anticipated time noncompliance is expected to continue:
CA C)
NU i El i he rain Inspection resets the required I calendar day inspection requirement. of three years after project completion and made available upon request[40 CFR 122.41] environment[40 end steps taken on planned to reduce,eliminate and prevent
CFR 122.41(I)(73 reoccurrence of the noncompliance.[40 CFR 122.410)(6). 1*--
•Division staff may waive the requirement for a written report on a case- CV
by-case basis.
C.) 0
Z
Z
NCGO1 SELF-INSPECTION, RECORDKEEPING AND REPORTING EFFECTIVE: 11/12/20 Z
0 _I
J I- 0
-
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE EQUIPMENT AND VEHICLE MAINTENANCE ONSITE CONCRETE WASHOUT Z
STRUCTURE WTH LINER H
WITH THE NCGO1 CONSTRUCTION GENERAL PERMIT 1. Maintain vehicles and equipment to prevent discharge of fluids. WOES_U 2
A 601- 1.AM.LOCATION
Implementing the details and specifications on this plan sheet will result M the construction 2. Provide drip pans under any stored equipment.
l
h vZ
IA be oudnew1-1-1 activiing considered compliant•Ith te Grn Stabilization and Materials Handling . Identify leak d p soy fe bl s an reair as n as asie,or rem l k g q pm ove eain euient from the ('D:V \''' 1:1 DETERMINED IN new
8.17.7.1w.)..THE CONCRETE A WSHOUT
sections of the NCGO1 Construction General Permit(Sections E and F 3
,respectivelyy The project. STRUCTURES SHALL BE Ill
0
permittee shall comply with the Erosion and Sediment Control plan approved by the delegated MAINTAINED MEN THE LIOVID
4. Collect all spent fluids,store in separate containers and properly dispose as hazardous °> ,'
authority having judsdiction.All details and specifications shown on this sheet may not apply 0, „0 r‘r atztruzy
I I-1-1
0
waste(recycle when possible).
depending on site conditions and the delegated authority having jurisdiction. 0'O' ",b ir."-satice&es(111.9 a i
5. Remove leaking vehicles and construction equipment from service until the problem
.., OR STAPLES . IIA% P.CONCRETE WASHOUT
has been.rtected. STRUCIIIRE NEEDS TO BE H lerZ
SECTION El GROUND STABILIZATION 6. Bring used fuels,lubricants,coolants,hydraulic fluids and other petroleum products to SECTION A-A row IIRSE00101IT CTINICTIIRF CLEARY MARKED WITH SIGNAGE
NOTING DEVICE. -.
a recycling or disposal center that handles these materials.
Required Ground Stabilization Timeframes -I Z
Stabilize within 1'1 ia'Ja.. Oati'VI P'.--trcL7'"'Ion ea pre77 BEES -I
0
Site Area Description this many calendar Timeframe variations LITTER,BUILDING MATERIAL AND LAND CLEARING WASTE (18..,MINg 1.ACTUAL LOCATION
days after ceasing D.ERMINED IN FIELD
U_I
1. Never bury or burn waste.Place litter and debris in approved waste containers.
land disturbance 0...,..„ 'l "l'A" 2.me CONCRETE WASHOUT
2. Provide a sufficient number and size of waste containers(e.g dumpster,trash r,A7.1.`71-F STRUM..SHALL BE CO
(a) Perimeter dikes, recetacle)on ske to contain construction and domestic wastes. 14 Orir 00 1 a.a" AI"'AWARE°WHEN TIE MUD
AND/Cli SCAM REACHES 75.OF
swales,ditches,end 7 one 3. Locate waste containers aas fee awarom storrain inl an suace Ins •ril I,. , t(1,) TIE SIRUCIURES CAPACITY TO
perimeter slop p
N
es unless no other altem t le atNes aret 50 t reasonably y f
available. m d eta d rf wa
p-• 10 MIN 1- PRONCE ADEQUATE HOLDING
liCr&AW/ej°1 I To. CAPACITY MOH A MINIMUM 12 11 0
4. Locate waste containers on areas that do not receive substantial amounts fro noff from INCHES OF FREEBOARD.
(b)High Quality Water
7 None upland areas and does not drain directly to a storm drain,stream or wellsod. 0.LcITZ rZ21 2
CC
(HQW)Zones Uts"" 3.00NCRETE WASHOUT
5. Cover waste containers at the end of each workday and before storm events or provide I SANCEMOS(TYR) S1RUCTURE NEEDS TO BE
<
If slopes are 10 feet or lassie SECTION B-B''''s CLEARY MARKED WITI SIGNAGE
secondary containment.Repair or replace damaged waste containers. PORNO DENCE.(c) Slopes steeper 7 length and are not steeper than 0 W
than 3:1 6. Anchor all lightweight items in waste containers during times of high winds. ABOVE GRAB&Inatr-qTRJICTURF
2:1.14 dove are allowed
7. Empty waste containers as needed to prevent overflow.Clean up immediately if
-7 days for slopes greater than 50'in containers overflow.
length and with slopes steeper than 4:1 CONCRETE WASHOUTS
8. Dispose waste off-site at an approved disposal faciffiy.
-7 days for perimeter dikes,swales, 1. Do not discharge concrete or cement slur,from the site.
(d) Slopes 11 to 4:1 14 ditches,pedmeter slopes and HOW 9. On business days,clean up and dispose of waste in designated waste containers.
2. Dispose of,or recycle settled,hardened concrete residue in accordance with local and
Zones state solid waste regulations and at an approved facility.
-10 days for Falls Lake Watershed PAINT AND OTHER LIQUID WASTE 3. Manage washout from mo.r mixers in accordance with the above item and in addition REVISIONS
thd d bd l perimeter
-7 days for perimeter dikes,swales,ditches 1. Do not dump paint and other liquid waste into storm drains,streams or wetlands.
place amber an associate materials on imperviousbarrier an within ot
A with l fence.
(
perimeter slopes and HOW Zones 2. Locate paint washouts at least 50 feet away from storm drain inlets and surface waters silt
e) reas s
flatter than 4:1opes 14 -10 days for Falls Lake Watershed unless unless no other alternatives are reasonably available. 4. Install temporary concrete washouts per local requirement,where applicable.If an
e
alternate method or product is to be used,contact your approval authority for review
Contain liquid wastes in a controlled area
there is zero slop 3. .
and approval.If local standard details are not available,use one of the two types of
Note:After the permanent cessation of construction activities,any areas with temporary 4. Containment must be labeled,sized and placed appropriately for the needs of site, temporary concrete washouts provided on this detail,
ground stabilization shall be converted to permanent ground stabilization as soon as 5. Prevent the discharge of soaps,solvents,detergents and other liquid wastes from 5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
practicable but in no case longer than 90 calendar days after the last land disturbing activity, construction sites. sections.Stormwater accumulated within the washout may not be pumped into or
Temporary ground stabilization shall be maintained in a manner to render the surface stable discharged to the storm drain system or receiving surface waters.Liquid waste must be
against accelerated erosion until permanent ground stabilization is achieved.
PORTABLE TOILETS pumped out and removed from project.
GROUND STABILIZATION SPECIFICATION 1. Install portable toilels on level ground,at least 50 feet away from storm drains,streams 6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
or wetlands unless there is no alternative reasonably available.If 50 foot offset is not can be shown that no other altematives are reasonably available.Al a minimum,install
Stabilize the ground sufficientry so that ran will not dislodge the soil.Use one of the
attainable,provide relocation of portable toilet behind silt fence or place one gravel pad protection of storm drain inlet(s)closest to the washout which could receive spills or -
techniques M the Mble below:
and surround with sand bags. overflow.
Temporary Stabilization Permanent Stabilization
,,.,,„,0,, 2. Provide staking or anchoring of portable toilets during periods of high winds or in high 7. Locate washouts in an easily accessible area,on level ground and install a stone
•Temporary grass seed covered with straw Of•Per..nent gra...eed cc'ver6"' - foot traffic areas, entrance pad in front of the washout Additional controls may be required by the
oMer mulches and tackitiers. other mulches and tackifiers
•Hydroseeding •Geotextile Mhrics such as permanent soil 3. Monitor portable toilets for Making and properly dispose of any leaked material.Utilize a approving authority.
Ice sanitary waste hauler to remove leaking portable toilets and reale.with 8. Mstall at least one sign directing concrete trucks to the washout wkhin the project limits.
•Rolled erosion control products with or without rce"."1...9
temporary grass seed •Hydroseeding properly operating unit. Post signage on the washout itself to identify this location.
9. Remove leavings from the washout when at approximately 75%capacity to limit
•Appropriately applied straw or other mulch •Shru.or other Permanent FMnfing..v.re
•Plastic sheeting with mulch overflow events.Replace the tarp,sand bags on other temporary structural
•Uniform and evenly distdbuted ground cover EARTHEN STOCKPILE MANAGEMENT components when no longer functional.When utilizing alternative or proprietary
sufficient to restrain erosion products,follow manufacturer's instructions.
1. Show stockpile locations on plans.Loc.earthen-matenal stockpile areas al least 50
0, •Structural methods su.as concrete,asphal 10.At the completion of the concrete work,remove remaining leavings and dispose of in an
or retaining walls feet away from storm drain inlets,sediment basins,perimeter sediment.ntrols and
approved disposal facility.Fill pit,if applicable,and staMhze any disturbance caused by
surface waters unless it can be shown no other alternatives are reasonably available. PROJECT NO.:2021.49
-0 •Rolled erosion control products with grass removal of washout.
Seed 2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of five
feet from the toe of stockpile. SCALE:N.T.S.
CD 3. Provide sMble stone access point when feasible. _
C..D POLYACRVLAMIDES(PAMS)AND FLOCCULANTS 4. Stabilize stockpile within the timeftames provided on this sheet and in accordance with HERBICIDES,PESTICIDES AND RODENTICIDES
DRAWN BY:PAB
CD 1. Select flocculants that are appropriate for the soils being exposed during construction, the approved plan and any additional requirements.Soil stabilization is defined as 1. Store and apply herbicides,pesticides and rodenticides in accordance with label
_
Z selecting from the STOWS List of Approved PANIS/Flocculards. vegetative,physical or chemical coverage techniques that will restrain accelerated restrictions.
CHECKED BY:MSL
erosion on disturbed soils for temporary or permanent control needs. 2. Store herbicides,pesticides and rodenticides in their original containers or the label,2. Apply flocculants at or before the inlets to Erosion a.Sediment Control Measures.
which lists directions for use,ingredients and first aid steps in case of accidental -
co 3. Apply flocculants at Inc concentrations specified in the NC DWR List of Approved
poisoning. DATE:02/09/2022
PAMS/Floceulants and in accordance with the manufacturer's instructions. HAZARDOUS AND TOXIC WASTE 3, Do not store herbicides,pesticides and rodenticides in areas where flooding is possible -
-_, 4. Provide ponding area for containment of treated Stormwater before discharging offsite.
-,.. 1. Create designated hazardous waste collection areas on-site. or where they may spill or leak into wells,stormwater drains,ground water or surface
I- 5. Store flocculants in leak-proof containers that are kept under slob-resistant cover or 2. Place hazardous waste containers under cover or in secondary containment. water.If a spill occurs,clean area immediately.
L,I surrounded by secondary containment structures. 3. Do not store hazardous chemicels,drums or bagged materials directly on the ground. 4. Do not stockpile these materials onsite.
0
SHEET NO:
CD
I NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 11/12/20
CY>
71-
C 3 •2
CV