NCC240636_Site Plan or Location Map_20240305

Town of (...-- ,
a'Vortherolina \ Ground
Tech
Solutions You Can Build On
Note:this review was carried out '1,4I iieiN,
Plan Sheet Is Part Of The based on the information
Overall w roval As Of The Provided bythe design engineer.
Pp This review was done using the
Followir-t Date 3/1/2024 minimum acceptable standards of
2067 HVYY.16 BUSINESS
DENVER,NC 28037
the applicable jurisdiction.
�'' ui 44, PH:704-987-8378
NC ENG.LICENSE:SC.1025
ECP-5000't °At WAB°BUACE SUMMARY CHART PIN 19347170 wKmeN � ` ""s �za��
RESERVE BUA TOTAL MAX " CIVIL ENGINEERING
LOT AT TI IC TIME 01 F'IE #' MATERIAL TESTING
Town P Boning-Nadine Bennstt-Approv ( ALLOWABLE BUA CAISSON FOUNDATIONS
11A � QF�l1R\EY) (IF APPLICABLE) � 004' aoaso r ENVIRONMENTAL
�:_ _ N 38°5g'1Q" GEOTECHNICALENGINEERING
Town E gineering-Susan Ha?ina-a/ooIU rd-AJ9 *A FT 4,034 SQ FT 20.00 — Y-_595.63' TOTAL f \ sy 4p +
2/24/2 24 TOTAL MAX LOT BUA 3,810 SQ FT 80.5O' r
Land De�.elopment-Jonathan fliRiFA c13ilb fA)i_T SURVEY SHALL BE PROVIDED PRIOR TO THE 50' ���
ISSUANCE OF A C.O.FOR EACH LOT Ac° EXISTING FENCE I I -
0� TO REMAIN �� �,
_N
I
N
��� f\ NI VICINITY MAP
50' SETBACK J NOT TO SCALE
I UOS 1 I
5,727 SQ FT I DEVELOPMENT INFORMATION:
OR .1315 ACRES
J I 3 5 0T E 8 9'_ - I I LAND OWNER: 3821ZAC1ARY HOULE SKY HAVEN DRIVEEH ESSINK B
CHARLOTTE,NORTH CAROLINA 28209
f¢ I I TPh:[phone] M.
Y I I DEVELOPER: KOVAUNSKIY DESIGN,LLC
4000 HOODRIDGE LANE
C LOT 2 UI MINT HILL,NORTH CAROLINA 28227
lf) I Q J �, Phone [phone] ?Im
Lri -J I- I ZACHARY HOULE & co 1p
J Ematl: kovcllnakfyOgmall.Gom
N `� I LEAH ESSINK IL MECKLENBURG COUNTYciO ITAX PARCEL ID: 193471702DB 38451-304 I O- co /+ ., LOT INFORMATION: LOT 2 1711 BRANDYWINE DR 20,877 SF .4793 AC
CD
LOT 3 N I PIN 19347170 I �I- O ZONING: R-12(RESIDENTIAL)
co KOVALINSKIY DESIGN LLC co
N Z
^N I .,N SETBACKFRONT:FORMATION: 35 FT [L,;� DB 37746-967 IJ
Lo PIN 19347169 w oI coN4'C. I v KOVALINSKIY DESIGN LLC lw SIDE: 150°
FT
u) VACANT LOT 21 UT LIT ES: PUBLIC SEWER LfY 0
o,I .... I o DB 37746-967 '� PUBLIC WATER w
I •'>� ;1J PIN 19347171 STREAM WATERSHED: MCALPINE L.' Z DDrs, Z Z N
Lo PA80 I Z VACANT LOT I POST-CONSTRUCTION DISTRICT: CATAWBA Z O U Cn W 00(NI CO
CO
Z I ` B 31'I /10.)
Z W N }, -i
co
I 7-0., z �
74, %INNLSP I GENERAL NOTES: Q = Z O S o
g' I NI CC W SH ,�
In 1. THIS MAP IS NOT A CERTIFIED SURVEY.PROPERTY BOUNDARIES SHOWN m Ill J O Z
�t. I HEREON ARE PER MAP BOOK 72 PG 186 DATED MAY 3,2022 AND < > oO 2
I 4'R4' I1al
5' PROVIDED BY R.B.PHARR&ASSOCIATES,PA.,OF CHARLOTTE,NC. N. C 0
15' SANITARY CDNC. - _ 2. TOPOGRAPHY SHOWN HEREON IS PER CAD FILE RECEIVED FROM RICHARD Z C Y
I BROOKS,NCPLS ON DECEMBER 1,2023. 0
SEWER EASEMENT I .,
2,416 SQ FT 6.5 I 3. LOT 2 IS NOT LOCATED WITHIN A DESIGNATED FLOOD PLAIN PER FEMA VI
MAP PANEL 3710459000K,EFFECTIVE DATE FEBRUARY 19,2014.
OR .0555 ACRES I DRIVCONCE G I 15 I 4. THIS SITE DRAINS TO NORTH FORK CROOKED CREEK(STREAM INDEX: W
IINI2' �, 13-17-20-1)AND LIES WITHIN THE YADKIN PEE-DEE RIVER BASIN,
MCALPINE STREAM WATERSHED AND CATAWBA POST-CONSTRUCTION
IDISTRICT.
11.5' I 5. HOUSE DIMENSIONS SHOWN ON THESE PLANS ARE PER PLANS
J SUBMITTED TO ENGINEER.PLEASE REFER TO ARCHITECTURAL DRAWINGS X
PREPARED BY OTHERS.
— — 35' SETBACK m
O N
e O q 1W
_ 2
ExIsrlNc
o
BUILDING PAD 80.50' I
587 SF
8Q:59' 80.50' rn
S 47°07'11" E 467.06' TOTAL 1 c^ J
-i-� — 1 I a
24" VALLEY CURB �• 8
(n o ,.
LEGEND
ELEV EXISTING CONTOUR-MAJOR
F' S 47°07'40" E 546.84' TOTAL
ELEV EXISTING CONTOUR-MINOR = 0
N
■_—.—■—.—__.—ID ELEV PROPOSED CONTOUR-MAJOR M.
ELEV PROPOSED CONTOUR-MINOR p
24' VALLEY CURB so m ..... DRAINAGE AREA
LL
BRAN DYW I N E DR —o--o— TEMPORARY SEDIMENT FENCE 811 5, 5
VARIABLE PUBLIC R/W - SOIL TYPE BOUNDARY
® N CAR
LIMIT OF DISTURBANCE �OQ.O�ES O
DIVERSION CHANNEL
Know what's below. = EAL
Call before you dig. = ; 03n1'0)0�5�
GRAPHIC SCALE iN0!�-JJ;,, Q'
CALL 1.800.832.4949 OR 811 " o••FNGINEE�`�'o-
20 o p 0 D WWW.NC811.ORG o,,,:I H,13PPOO°
1 INCH-20 FEET NC ONE-CALL CENTER
ITS THE LAW! SHEET
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Town of �,L ,
Ma, e - NARRATIVE: Ground
North Carolina Tech
THIS PROJECT CONSISTS OF DEVELOPMENT OF ONE SINGLE-FAMILY
RESIDENTIAL LOT(LOT 2) WITHIN THE BRANDYWINE SUBDIVISION (MB Solutif00pnj0Vns
Note:this review was carried out PER LOT ALLOWANCE SUMMARY CHART PIN 19347170 72 PG 1861 IN THE TOW OF MATTHEWS, MECKLENBURG COUNTY,
'
Plan Shi et Is Part Of The based on the information ALLOWABLE BUA NORTH CAROUNA. THE SUBJECT PARCEL CONSISTS OF
APPROXIMATELY 0.48 ACRES OF LAND WITH A DISTURBED AREA OF 9
Overall royal As Of The provided by the design engineer. LOT# RESERVE BUA TOTAL MAX APPROXIMATELY 0.38 ACRES INCLUDING DISTURBANCE WITHIN THE
Pp This review was done using the (AT THE TIME OF THE UTILITY EASEMENT. PROPER IMPLEMENTATION OF THE APPROVED
Followi Date 3/1/2024 ALLOWABLE BUA 2067 HWY 16 BUSINESS
I� the minimum acceptable standards of BUA AS-BUILT SURVEY) (I F APPLICABLE) EROSION ION SEDIMENT CONTROL PLAN WILLDPREVENT ANY DENVER,NC 28037
the applicable jurisdiction. � - DEGRADATION OF DOWNSTREAM AREAS AND SURFACE WATERS. � •-�w
2 4,034 SQ FT 4,034 SQ FT ,,, PH.704-987-8378
THE SCOPE OF WORK INCLUDES SITE GRADING, INSTALLATION OF .� NC ENO.LICENSE:NCdB16
TOTAL MAX LOT BUA 3,810 SQ FT SILT FENCING, SILT FENCE OUTLETS, TEMPORARY DIVERSION
E C P 5 0 0 013 CHANNELS AND STONE CHECK DAMS. THE ON-SITE SOILS ARE yt r s 1Ro 0. ,,,
NOTETHATABUAAS-BUILT SURVEY SHALL BE PROVIDED PRIOR TO THE CECIL SANDY(CLAY LOAM SOILS(CeB2: 2-8%SLOPES AND ENON M Qy
ISSUANCE OF A C.O.FOR EACH LOT SOIL CECIL GROUPS BE AND2CB RESPECTIVELY LONGING TO HYDROLOGIC CIVIL ENGINEERING
< ® WI MATERIAL TESTING
still 4 CAISSON FOUNDATIONS
R� MkF yy. ENVIRONMENTAL
'W GEOTECHNICAL ENGINEERING
PERSON RESPONSIBLE , a
N 38.58'10" w FOR MAINTENANCE ' `�
20.00 '- 595.63' TOTAL DURING CONSTRUCTION
80.50'' -
• "�:�♦ CONTRACTOR: KOVAUNSKIY DESIGN,LLC '�
"
'�, 4000 HOODRIDGE LN
�° 80.50 ■- MINT HILL, NC 28227
\' EXISTING FENCE l.`, I PHONE: [phone]
G,J• TO REMAIN it. I EMAIL: kovolinskiyOgmail.com
�� •\ N I VICINITY MAP
n •i- l NOT TO SCALE
�o'� \\ (� a, MECKLENBURG
CONTROL & WATER
NIEROSION CONTROL NOTES;
\ , +( QUALITY INSPECTOR: 1. ALL"STD." NUMBERS REFER TO THE MECKLENVURG COUNTY LAND DEVELOPMENT STANDARDS
UOS TEMPORARY /I ON-SAL.
n 2. ON-SITE BURIAL PITS REQUIRE AN ON-SITE DEMOLITION LANDFILL PERMIT FROM THE ZONING
SILT FENCE, CHANELL HATCH [phone] 3. ANYADM(NISTRATOR.
GRAD NG BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE COUNTY 5,727 SQ FT ^ /
OR .1315 EROSION CONTROL ORDINANCE AND IS SUBJECT TO AO
FINE.
ACRES MCLDS#30.06A 4, GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION
/ i OF THE COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE. m
\ \ n° S 38'5$101' _ 5. SOIL STABILIZATION SHALL BE REQUIRED ON ANY AREA OF A SITE WHERE LAND-DISTURBING
\ BO.29'�1° / ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED ACCORDING TO THE FOLLOWING SCHEDULE:
Q .` n ^ I). ALL PERIMETER DIKES, SWALES DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER THAN F
F- \ ■ ■ . n a 3H:1V SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS ¢
■ SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST °
IO ' ■ 1-C?
\ LAND-DISTURBING ACTIVITY.
II).ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION
O `� ■ O /)•¢ WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS z
ice B 2 LOT 2 -1 FROM THE LAST LAND-DISTURBING ACTIVITY.
LC) I ZACHARY HOLIER & ¢ I J 8. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A
REPRESENTATIVE OF THE COUNTY.
7. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER THAN 10' REQUIRE
N i. LEAH ESSINK 1--1
( ADEQUATE TERRACING(MCLDS/�30.16). SOILS ENGINEER TO VERIFY STABILITY OF SLOPES GREATER z
THAN 2:1.
■ DB 38451-304 SILTFENCE ~ 8. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING ONE ACRE THAT WAS
NIOUTLET(TYPO; / NOT PREVIOUSLY APPROVED.
LOT 3 PIN 19347170I O 9. TEMPORARYDRIVEWAYPERMITFOR CONSTRUCTION ENTRANCES IN NCDOT RIGHT OF WAY MUST BEn MCLDS#�0.0 D O PRESENTED AT PRE-CONSTRUCT ON MEETING. J
-� KOVALINSKIY DESIGN,LLC 1'1.
Lf, 10 BALL MP EMBANKMENTS
MANUAL.
BE CONSTRUCTED PER SECTION 4.0.6 EMBANKMENT REQUIREMENTS IN THE 0
DB �7746-967 b6a�, p N ENHANCED EROSION CONTROL NOTES; it.CONTRACTOR SHALL BE RESPONSIBLE FOR ASSURING THAT SOIL EROSION CONTROL PERMITS EXIST CC J W
O ` T "2,^�T d7 W LOT 1 1. SURFACE WATER DRAW DOWN DEVICES(FLASHBOARD RISERS OR SKIMMERS)SHALL BE INSTALLED IN ALL 12.FOR THE
MAINTAIN EROSION SITES
STROL PROPOSESES PRIOR USE TO UNDER
ALL CONSTRUCTION. PERIODICALLY CC -I Z t�
Lo ` PIN /19347169 I O . - ■ - KOVALINSKIY DESIGN LLC/ I W SEDIMENT BASINS.ROCK COFFER FOREBAYS SHALL BE USED IN CONJUNCTION WITH ALL SEDIMENTBASINS.THE INSPECT SILT FENCING, AND ALL EROSION CONTROL MEASURES TO ENSURE PROPER FUNCTION. W Z N
I 6 BASIN SHALL ALSO HAVE A VOLUME TWENTY-FIVE(25)PERCENT GREATER THAN 1600 CUBIC FEET PER 13.PLACE SILT FENCE ALONG DISTURBED AREAS WHERE INDICATED. ANCHOR FENCE TO PREVENT N Z N
- DB 37746-967 �" DRAINAGE ACRE,WHEN POSSIBLE. UNCONTROLLED RELEASE OF SILT LADEN WATER. Z u C7 W 00
VACPNT LOT o - __- O v v W N rn
Ir 2. THE AMOUNT OF UNCOVERED AREA AT ANY ONE TIME SHALL BE LIMITED TO NO MORE THAN 20 ACRES, 14.EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL VEGETATION IS UNIFORMLY CO V p
j I __ n PIN 19347171 �IWITHOUT SPECIAL APPROVAL FROM THE JURISDICTIONAL AUTHORITY•. ESTABLISHED ON ALL UPGRADIENT AREAS DRAINING TO THEM. > I- Z W UN�. I I ( ' ■ n VACANT LOT ITS/ 3. POLYACRYLAMIDES(PAM)SHALL BE USED TO REDUCE TURBIDITY AND SUSPENDED SOUDS WHENEVER A 15.ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED AND MAINTAINED EVERY >- Z 0 - Z r
I Ii� SEDIMENT TRAP,BASIN,PIT,HOLE OR BUILDING FOUNDATION IS BEING PUMPED OUT TO REMOVE SEDIMENT SEVEN (7)CALENDAR DAYS AND WITHIN 24 HOURS AFTER EACH RAINFALL OCCURRENCE THAT Q LtU In d' VO �\ I I I Z - 1 y 4'1(, LADEN WATER.THIS ACTIVITY MUST BE INSPECTED AND APPROVED BYTHE CITY/COUNTY EROSION CONTROL EXCEEDS ONE-HALF(0.5) INCHES OF RAIN PER 24 HOUR PERIOD. DAMAGED OR INEFFECTIVE > �' 0 J CO'. r� I I I I-.� 4'' INSPECTOR. ADEVICESO SHALLBEREPAIREDORREPLACED, AsNECESSARY. Z > Y _\� I ) Z 4. POLYACRYLAMIDES MAY BE REQUIRED ON SITE,AS DETERMINED BY THE CITY/COUNTY EROSION CONTROL 16.CONSTRUE ION ENT THE COMPLETION OF ALL CONSTRU NTAINTION ACTIVIED TIES AND ALL DISTURBEDING ALL PHASES OF ¢ - UJ = O� STABILIZED ^� II I IINSPECTOR. AREASHAVEBEENSTABILIZED. ADDITIONALCONTROLDEVICESMAYBEREQUIRED DURING = z2 ~ r1 ■ 5. DOUBLE ROW OF HIGH HAZARD SILT FENCE WTH WIRE BACKING AND STONE SHALL BE USED ALONG WETLANDS, CONSTRUCTIONINEORDERTOCONTROLEROSIONAND OREOFFSITESEDIMENTATION. ALLTEMPORARY LLJCONSTRUCTION ENTRANCE ° I I I / i STREAMS,LAKES OR OTHER SURFACE WATER BODIES,AS WELL AS ADJACENT TO ALL S.W.LM.OR OTHER / m I J O Z
I r'0 WATER QUALITY BUFFERS.SINGLE ROW OF SILT FENCE WITH WIRE BACKING ANDSTONE MAY BE REQUIRED ON CONTROL DEVICES SHALL BE REMOVED ONCE CONSTRUCTION IS COMPLETE AND THE SITE IS �_ r Q p-
\ MCLDS#30.11A I I I LIMITS OF ALL OTHER AREAS,AS DETERMINED BY THE JURISDICTIONAL AUTHORITY'OR CITY/COUNTY EROSION CONTROL 17.STHE TAB CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE TRACKING OF MUD ONTO PAVED T� c� 0 v
�_ DISTURBANCE INSPECTOR.
\ \ 'I' I I --11- • ^ 6. A 10-FOOT UNDISTURBED BUFFER SHALL BE PROVIDED AROUND THE OUTSIDE EDGE OF INTERMITTENT AND SURFACES FROM CONSTRUCTION AREAS. THE CONTRACTOR SHALL DAILY REMOVE MUD/SOIL FROM Z `L
774 1�I
3 r IPERENNIAL STREAMS,PONDS AND WETLANDS.INCIDENTAL DRAINAGE IMPROVEMENTS OR REPAIRS'MLL BE PAVEMENT, AS MAY BE REQUIRED. 0
\ �• ■ 1 I I I ^�� PERMITTED WITHIN THE BUFFER AS APPROVED BY CITY/COUNTY STAFF, THESE WOULD INCLUDE ANY 18.PLEASE REFER TO DRAWING SHEET C6.0 PROJECT SPECIFICATIONS FOR ADDITIONAL NOTES
=q.35 AC. I REGARDING SEDIMENT AND EROSION CONTROL FOR THIS PROJECT.
�s� • �j I -I-1 ALLOWANCES STATED IN THE SWIM BUFFER AND/OR PCCO ORDINANCES,IF APPLICABLE. Q
r I E-__J -I 4' 7. A GROUND COVER SUFFICIENT TO RESTRAIN ACCELERATED EROSION MUST BE PROVIDED WITHIN 7 CALENDAR
15' SANITARY I} I \ I • / DAYS OF THE DATE OF LAST LAND-DISTURBING ACTIVITY ON ANY PORTION OF THE PROJECT. CONSTRUCTION SEQUENCE; cC
SEWER EASEMENT ■ n1 �� I-J1 ■, 8. ALL DIVERSION DITCHES AND INTERIOR BASIN SLOPES MUST BE MATTED. W
9. SUFFICIENT ACCESS FOR CONSTRUCTION AND MAINTENANCE MUST BE PROVIDED AT THE TOE OF ALL RETAINING
2,41E SQ FT I / WALLS THAT ARE 4'OR HIGHER.THE MINIMUM ACCESS WIDTH SHOULD BE NO LESS THAN SIX FEET.
OR .0555 ACRES1I __I h o.ALL BASIN SPILLWAYS SHALL BE SIZED TO PASS THE 25-YR STORM EVENT. 1. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM MECKLENBURG COUNTY LUESA AND
11.FILL SLOPE STEEPNESS SHALL BE LIMITED TO 2:1.SLOPES STEEPER THAN 3:1 MUST BE TERRACED OR OBTAIN CERTIFICATE OF COVERAGE WITH THE NCGO1 CONSTRUCTION GENERAL PERMIT.
I GO ■ OTHERWISE PROVIDE AN APPROVED ENGINEERED SOLUTION.SLOPES 3:1 OR FLATTER MUST BE DESIGNED AS 2. STAKE CONSTRUCTION LIMITS.^ ^ ^ ■' SET FORTH IN THE NC SOIL EROSION&SEDIMENT PLANNING&DESIGN MANUAL,STANDARD 6.02A. 3. SET UP AN ON-SITE PRE-CONSTRUCTION CONFERENCE WITH THE MECKLENBURG COUNTY,� _d- - _ I 2.ALL PLANS WILL CARRY A PERFORMANCE RESERVATION'.i�-r-1 / 13.ALL SELF-INSPECTION LOG BOOK ENTRIES WILL BE ELECTRONICALLY SENT TO THE AREA INSPECTOR,WITHIN 2EROSION CONTROL AND WATER QUALITY INSPECTOR. FAILURE TO SCHEDULE SUCH CONFERENCEe� WORKING DAYS OF A QUALIFYING RAIN EVENT OR WEEKLY(N111CHEVER IS SHORTER). 48 HOURS PRIOR TO ANY LAND DISTURBING ACTIVITY IS SUBJECT TO A FINE. 0 0
^ 14.FOR EROSION CONTROL BASINS WITH A DRAINAGE AREA GREATER THAN 10 ACRES.TURBIDITY MEASUREMENTS 4. INSTALL SILT FENCE, SILT FENCE OUTLETS, DIVERSION CHANNELS, TREE PROTECTION AND OTHER NSILT FENCE , MAY BE REQUIRED AT THE DISCRETION OF THE JURISDICTIONAL AUTHORITY',TO MEASURE CLARITY OF BASIN MEASURES AS SHOWN ON PLANS, CLEARING ONLY AS NECESSARY TO INSTALL THESE DEVICES. _ > 5SEWER LATERAL, / EFFLUENT AND ANY POTENTIAL IMPACT TO RECEIVING WATERS AT THE TIME OF RAINFALL-TRIGGERED 5. CALL FOR ON-SITE INSPECTION BY INSPECTOR. WHEN APPROVED, INSPECTOR ISSUES THE mIIII
LOT 2 OUTLET(TYP), INSPECTIONS,READINGS MUST BE COLLECTED AT THE BASIN OUTFALL(TO MEASURE CLARITY OF BASIN GRADING PERMIT AND CLEARING AND GRUBBING MAY BEGIN. I- R 766 MCLDS#30.06D I' H EFFLUENT),UPSTREAM OF THE DISCHARGE POINT(TO MEASURE BASELINE CONDITIONS)AND DOWNSTREAM OF 6. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL Z (/) . m
( ■ THE DISCHARGE POINT(TO MEASURE STREAM IMPACTS OF BASIN EFFLUENT)WHEN POSSIBLE.THE RESULTS DEVICES AND STRUCTURES. W < chi A,
• �E` `pAZ / qlu° �,^ / MUST BE LOGGED IN THE INSPECTION REPORTS. 7. FOR PHASED EROSION CONTROL PLANS, CONTRACTOR SHALL MEET WITH EROSION CONTROL
INSPECTOR PRIOR TO COMMENCING WITH EACH PHASE OF EROSION CONTROL MEASURES.
7 �, _ - ., I 8. THE LAND DEVELOPMENT INSPECTOR SHOULD BE CONTACTED TO CONDUCT INSPECTIONS FOR IZ v
75-•.-- 6LAiil
�'° I mSTORM DRAINAGE, SIDEWALKS, DRIVEWAY IMPROVEMENTS, AND ALL ASPECTS OF CONSTRUCTION cIXISTING ,, () } �6 , WITHIN THE PUBLIC RIGHT OF WAY. W Z ~111
BUILDINGPAD j-, L e 2 ^ 80.50 ti _ - 9. STABILIZE SITE AS AREAS ARE BROUGHT TO FINAL GRADE.
587 SF )g1•`' cv �BD.SD _ 6 10. COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF ANY EROSION CONTROLMEASURES. CO J o
wriddiMallr .._.7__- ,.--- T-` -��■ .. 11. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NORTH
I T60 'O 769 CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, U. S. DEPT. OF Z J
i, S 47'07'11" E 467.06' TOTAL ,�,■ AGRICULTURE, MECKLENBURG COUNTY EROSION CONTROL ORDINANCE AND THE Q a o 0
CHARLOTTE-MECKLENBURG LAND DEVELOPMENT STANDARDS. -
�- 24" VALLEY CURB D...) Q
Q' Z m N
LEGEND
W Q E II
S 47°07'40" E 546.841 TOTAL LLEEVVG-1\--- EXISTING CONTOUR-MAJOR U m
-- ELEV - EXISTING CONTOUR-MINOR ,3 w
z
fE n B ELEV PROPOSED CONTOUR-MAJOR8.6111 e 0 ¢
■ • 24 VALLEY CURB ELEV PROPOSED CONTOUR-MINORIF
.. ,�. DRAINAGE AREA ,,,,,,,
�c- TEMPORARY SEDIMENT FENCE Know what's below, :`,tN•CARs,:jaii
,
Cali before you dig. ° oFE6'
BRANDYWINE DR - - SOIL TYPE BOUNDARY CALL 1.800.632.49 9OR811
VARIABLE PUBLIC R/W - - LIMIT OF DISTURBANCE WWW.NC811,ORG = • /3Too5
• DIVERSION CHANNEL NC ONE-CALL CENTER ---.•°••••I"u.'e(•`•Q''
IT'S THE LAW! =o,.1 HI PPe"
GRAPHIC SCALE %
20 0 1P 20 40 SHEET
1 INCH=20 FEET / 1G■0
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Town ofQPIP51)
1‘4Z1INTS
NARRATIVE: Ground
North Carolina PER LOT ALLOWANCE SUMMARYCHART PIN 19347170 THIS PROJECT CONSISTS OF DEVELOPMENT OF ONE SINGLE-FAMILY Tech
RESIDENTIAL LOT LOT 2 WITHIN THE BRANDYWINE SUBDIVISION (MB
' ALLOWABLE BUA 72 PG 186)IN THE TOWN OF MATTHEWS, MECKLENBURG COUNTY, Solutions You Can Build On
RESERVE BUA TOTAL MAX f
NORTH CAROLINA.THE SUBJECT PARCEL CONSISTS OF
I iiwill,
Note:this review was carried out
LOT# APPROXIMATELY 0.48 ACRES OF LAND WITH A DISTURBED AREA OF
Plan Sheet Is Part Of The based on the information (AT THE TIME OF THE ALLOWABLE BUA APPROXIMATELY 0.38 ACRES INCLUDING DISTURBANCE WITHIN THE
Overall royal As Of The Provided by the design engineer. BUA AS-BUI LT SURVEY) (I F APPLI CABLE) UTILITY EASEMENT. PROPER IMPLEMENTATION OF THE APPROVED
Pp This review was done using the EROSION AND SEDIMENT CONTROL PLAN WILL PREVENT ANY
Following Date 3/1/2024 minimum acceptable standards of 2 4,034 SQ FT 4,034 SQ FT DEGRADATION OF DOWNSTREAM AREAS AND SURFACE WATERS. 2067 HWY.16 BUSINESS
% NC 2
the applicable jurisdiction. TOTAL MAX LOT BUA 3,810 SQ FT THE SCOPE OF WORK INCLUDES SITE GRADING, INSTALLATION OF ■OW■ DPH:704-87-83787
SILT FENCING, SILT FENCE OUTLETS, TEMPORARY DIVERSION NC NG.LICENSE:acnaas
NOTETHATABUAAS-BUILT SURVEY SHALL BE PROVIDED PRIOR TO THE CHANNELS AND STONE CHECK DAMS.OILS( THE ON-SITE SO)ILS ARE 4 ESC COS: °J
CE C P 5 0 0 013 ISSUANCE OF A C.O.FOR EACH LOT SANIDYL SLOAM (EnB: 2ANDY CLAY -8%AM SSLOPEN)e BELB2, ONGINGS TOPHYDROLOGIC AND N vL ' s, o�e� ,,
SOIL GROUPS 9 AND C, RESPECTIVELY. 4?
,� CIVIL ENGINEERING
b v S, MATERIAL TESTING
..y. pp�5p pl k' CAISSON FOUNDATIONS
M ENVIRONMENTAL
PERSON RESPONSIBLE RI GEOTECHNICAL ENGINEERING
FOR MAINTENANCE "'.
DURING CONSTRUCTION
/
may CONTRACTOR: KOVAUNSIQY DESIGN,LLC 3
. _ 4000 HOODRIDGE LN
-------• . MINT HILL, NC 28227
_ PHONE: [phone]
EXISTING FENCE EMAIL: kovolinskiyOgmoil.com
TO REMAIN
R� B,
\ ilk I MECKLENBURG COUNTY VICINITY MAP
NOT TO SCALE
\ J i EROSION CONTROL & WATER EROSION CONTROL NOTES:
\ �� QUALITY INSPECTOR:
al 1.
MANUAL
NUMBERS REFER TO THE MECKLENVURG COUNTY LAND DEVELOPMENT STANDARDS
\ r. QUALITY
LL HATCH INSPECTOR:
MO)505-5775TOR: 2.
ON-SITE
ADMINISTRATOR.
PITS REQUIRE AN ON-SITE DEMOLITION LANDFILL PERMIT FROM THE ZONING
. ) UO TEMPORARY ^ P.
/I 3. ANY GRADING BEYOND THE DENUDED OMITS SHOWN ON THE PLAN IS A VIOLATION OF THE COUNTY
5 727 EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE. y
S(� FT I' SILT FENCE, ^ / 4. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION -..
.1315 / OF THE COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
ORMCLDS#30.06P. 4' 5. SOIL STABILIZATION SHALL BE REQUIRED ON ANY AREA OF A SITE WHERE LAND-DISTURBING m\ \ _ __ ACRES � I ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED ACCORDING TO THE FOLLOWING SCHEDULE:
n II. ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER THAN
_ 3H:1V SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS
\ \ ■ ■ ^ / !' LSOON AS AND-DISTURBING ACTIVITY.BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST o
\ I 1 ii.ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION
1 ■ ITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS
FROM THE LAST LAND-DISTURBING ACTIVITY. Z
CeB26 ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A
I.
LOT 2 ■ /)• REPRESENTATIVE OF THE COUNTY.
1 ' ZACHARY HOULE & 7. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER THAN 10'REQUIRE
ADEQUATE TERRACING(MCLDS#30.16). SOILS ENGINEER TO VERIFY STABILITY OF SLOPES GREATER
�A C� THAN 21. z
1 LEAH ESSNK ( 8. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING ONE ACRE THAT WAS
DB 38451 3Q4 NOT PREVIOUSLY APPROVED. Q
■ SILT FENCE I .' 9. TEMPORARY DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOT RIGHT OF WAY MUST BE -U
\ LOT 3 I� PIN 19347170 OUTLET(TYPO ) I PRESENTED AT PRE-CONSTRUCTION MEETING. a
V MCLDS#34.0 D 10.ALL EMBANKMENTS MUST BE CONSTRUCTED PER SECTION 4.0.6 EMBANKMENT REQUIREMENTS IN THE
KOVALIN�KI DESIGN LLC ? / COP DESIGN MANUAL.
11.CONTRACTOR SHALL BE RESPONSIBLE FOR ASSURING THAT SOIL EROSION CONTROL PERMITS EXIST O
■ / ro •' FOR THE BORROW AND WASTE SITES HE PROPOSES TO USE UNDER THIS CONTRACT. CC L(0 J
• DB 37746-967 b68- 1� LOT 1 ^ I 12.ERECT AND MAINTAIN EROSION CONTROL MEASURES PRIOR TO ALL CONSTRUCTION. PERIODICALLY _O J W
2 INSPECT SILT FENCING,AND ALL EROSION CONTROL MEASURES TO ENSURE PROPER FUNCTION. Z r
PIN 19347169 o,�GONc.' / 13.PLACE SILT FENCE ALONG DISTURBED AREAS WHERE INDICATED. ANCHOR FENCE TO PREVENT W Z CO Q N
KOVALINSKIY DESIGN LLC UNCONTROLLED RELEASE OF SILT LADEN WATER. z Q N W W O
` _ �, 14.EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL VEGETATION IS UNIFORMLY �J U N 0)
�• II,. DB 37746-9 6 7 ESTABLISHED ON ALL UPGRADIENT AREAS DRAINING TO THEM. (q W O
VACANT LOT /� F- z W c9 0 N
I I 1� PIN 19347171 I 15.ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED AND MAINTAINED EVERY
j r SEVEN(7)CALENDAR DAYS AND WITHIN 24 HOURS AFTER EACH RAINFALL OCURRENCE THAT } z - Z ,-
� III I II ;I • VACANT LOT EXCEED$$ONE-HALF(0.5) INCHES OF RAIN PER 24 HOUR PERIOD. DAMAGED COR INEFFECTIVE W V1 Q' et
DEVICES SHALL BE R PA(RED OR REPLACED, AS NECESSARY. cc } Q J(o
■ O II,I I II PAFO SCAR II I
m ' 16.ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF Z c Y O -1
\ ^ I.I I I ' CONSTRUCTION UNTIL THE COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL DISTURBED Q - W = tt
` II )
I ENHANCED EROSION CONTROL NOTES: AREAS HAVE BEEN STABILIZED. ADDITIONAL CONTROL DEVICES MAY BE REQUIRED DURING CC Q M Z O
j ;I CONSTRUCTION IN ORDER TO CONTROL EROSION AND/OR OFFSITE SEDIMENTATION. ALL TEMPORARY W =
I�o I :-1 ■ / I 1. SURFACE WATER DRAW DOWN DEVICES(FLASHBOARD RISERS OR SKIMMERS)SHALL BE INSTALLED IN ALL CONTROL DEVICES SHALL BE REMOVED ONCE CONSTRUCTION IS COMPLETE AND THE SITE IS VI O - v
■' •' SEDIMENT BASINS.ROCK COFFER FOREBAYS SHALL BE USED IN CONJUNCTION WITH ALL SEDIMENTBASINS.THE STABILIZED. �_ Q O
\ I i:,.l IRAINbpq I II LIMITS OF BASIN SHALL ALSO HAVE A VOLUME TWENTY-FIVE(25)PERCENT GREATER THAN 1800 CUBIC FEET PER 17.THE SURFACES FROMR MUST TAKE CONSTRUCTION AREASRTHEY CCONTRACTOR ON TO MINIMIZE
SHALL DAILY CKING REMOVEF MUD MUD/SOIL PROM PAVED
0
\ J I DRAINAGE ACRE,WHEN POSSIBLE.
0 {'I 'FOUNDATION
�. - I PAVEMENT, AS MAY BE REQUIRED. Z Y
\ _ I I ___ = DISTURBANCE 2. THE AMOUNT OF UNCOVERED AREA AT ANY ONE TIME SHALL BE LIMITED TO NO MORE THAN 20 ACRES, 18.PLEASE REFER TO DRAWING SHEET C6.0 PROJECT SPECIFICATIONS FOR ADDITIONAL NOTES O
i
WITHOUT SPECIAL APPROVAL FROM THE JURISDICTIONAL AUTHORITY*.
77�4 /� '� rREGARDING SEDIMENT AND EROSION CONTROL FOR THIS PROJECT.
■ I si = 9.35 AC. • 3. POLYACRYLAMIDES(PAM)SHALL BE USED TO REDUCE TURBIDITY AND SUSPENDED SOLIDS WHENEVER A
�j3, �� ¢X¢ I /I SEDIMENT TRAP,BASIN,PIT,HOLE OR BUILDING FOUNDATION IS BEING PUMPED OUT TO REMOVE SEDIMENT N
J -I LADEN WATER.THIS ACTIVITY MUST BE INSPECTED AND APPROVED BYTHE CITY/COUNTY EROSION CONTROL 0
\ c•oNi. ';a .. F R. INSPECTOR. CONSTRUCTION SEQUENCE:
11 I I 4. POLYACRYLAMIDES MAY BE REQUIRED ON SITE,AS DETERMINED BY THE CITY/COUNTY EROSION CONTROL weC
I ■ ^ PROPOSED RESIDENTIAL
77 2- (' INSPECTOR.
I) WATER SERVICE LATERAL 5. DOUBLE ROW OF HIGH HAZARD SILT FENCE WITH WIRE BACKING AND STONE SHALL BE USED ALONG WETLANDS, 1. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM MECKLENBURG COUNTY LUESA AND
DRIVE I I 2 STREAMS,LAKES OR OTHER SURFACE WATER BODIES,AS WELL AS ADJACENT TO ALL S.W.I.M.OR OTHER OBTAIN CERTIFICATE OF COVERAGE WITH THE NCGO1 CONSTRUCTION GENERAL PERMIT.
' GA q - - .a'O WATER QUALITY BUFFERS.SINGLE ROW OF SILT FENCE WITH WIRE BACKING ANDSTONE MAY BE REQUIRED ON 2. STAKE CONSTRUCTION LIMITS.
GE
/ I I ,v • ■ r` I ALL OTHER AREAS,AS DETERMINED BY THE JURISDICTIONAL AUTHORITY.OR CITY/COUNTY EROSION CONTROL 3. SET UP AN ON-SITE PRE-CONSTRUCTION CONFERENCE WITH THE MECKLENBURG COUNTY o
/ ■N.
). W=12': 6� I ' „ INSPECTOR. EROSION CONTROL AND WATER QUALITY INSPECTOR. FAILURE TO SCHEDULE SUCH CONFERENCE N
- 6. A 10-FOOT UNDISTURBED BUFFER SHALL BE PROVIDED AROUND THE OUTSIDE EDGE OF INTERMITTENT AND °T f\ 'I s y� n; I 48 HOURS PRIOR TO ANY LAND DISTURBING ACTIVITY IS SUBJECT TO A FINE.
co
/ f\ P - - PERENNIAL STREAMS,PONDS AND WETLANDS.INCIDENTAL DRAINAGE IMPROVEMENTS OR REPAIRS WILL BE I
- / 4. INSTALL SILT FENCE, SILT FENCE OUTLETS, DIVERSION CHANNELS, TREE PROTECTION AND OTHER p o
'L PERMITTED WITHIN THE BUFFER AS APPROVED BY CITY/COUNTY STAFF. THESE WOULD INCLUDE ANY
�6 ALLOWANCES STATED IN THE SWIM BUFFER AND/OR PCCO ORDINANCES,IF APPLICABLE. MEASURES AS SHOWN ON PLANS, CLEARING ONLY AS NECESSARY TO INSTALL THESE DEVICES. to
/ 4" SANITARY I �� j
/ I 7. A GROUND COVER SUFFICIENT TO RESTRAIN ACCELERATED EROSION MUST BE PROVIDED WITHIN 7 CALENDAR 5. CALL FOR ON-SITE INSPECTION BY INSPECTOR. WHEN APPROVED, INSPECTOR ISSUES THE = m w z
■ • SILT FENCE b DAYS OF THE DATE OF LAST LAND-DISTURBING ACTIVITY ON ANY PORTION OF THE PROJECT. GRADING PERMIT AND CLEARING AND GRUBBING MAY BEGIN. p m w
SEWER LATERAL, ��■ OUTLET(TYP), w
B. ALL DIVERSION DITCHES AND INTERIOR BASIN SLOPES MUST BE MATTED. 6. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL F'- W x
LOT 2 I ` 76 / ( 9. SUFFICIENT ACCESS FOR CONSTRUCTION AND MAINTENANCE MUST BE PROVIDED AT THE TOE OF ALL RETAINING DEVCES AND STRUCTURES. Z (n w m
/��f MCLDS#30.06D WALLS THAT ARE 4'OR HIGHER.THE MINIMUM ACCESS WIDTH SHOULD BE NO LESS THAN SIX FEET. 7. FOR PHASED EROSION CONTROL PLANS, CONTRACTOR SHALL MEET WITH EROSION CONTROL U
\ - > I `AQ I e 10.ALL BASIN SPILLWAYS SHALL BE SIZED TO PASS THE 25-YR STORM EVENT. INSPECTOR PRIOR TO COMMENCING WITH EACH PHASE OF EROSION CONTROL MEASURES. cWc
�`' ■�� 11.FILL SLOPE STEEPNESS SHALL BE LIMITED TO 2:1.SLOPES STEEPER THAN 3:7 MUST BE TERRACED OR 8. THE LAND DEVELOPMENT INSPECTOR SHOULD BE CONTACTED TO CONDUCT INSPECTIONS FOR G =
OTHERWISE PROVIDE AN APPROVED ENGINEERED SOLUTION.SLOPES OR FLATTER MUST BE DESIGNED AS
� A, / ,� SET FORTH IN THE NC SOIL EROSION&SEDIMENT PLANNING DESIGN& MANUAL,STANDARD 6.02A. STORM DRAINAGE, SIDEWALKS, DRIVEWAY IMPROVEMENTS, AND ALL ASPECTS OF CONSTRUCTION Q N
»S �' ■ ■ ■ i �� I 12.ALL PLANS WILL CARRY A'PERFORMANCE RESERVATION'. WITHIN THE PUBLIC RIGHT OF WAY. Fo
/
EXISTING p� __,\ 9Yn' 6 °' 13.ALL SELF-INSPECTION LOG BOOK ENTRIES WILL BE ELECTRONICALLY SENT TO THE AREA INSPECTOR,WITHIN 2 9. STABILIZE SITE AS AREAS ARE BROUGHT TO FINAL GRADE. W Z
_ WORKING DAYS OF A QUALIFYING RAIN EVENT OR WEEKLY(WHICHEVER IS SHORTER). 10. COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF ANY EROSION CONTROL < a
BUILDING PAD r .- -■ [O- ■� (n
587 SF ■ 1 ■ CV•^ I 6T" 14.FOR EROSION CONTROL BASINS WITH A DRAINAGE AREA GREATER THAN 10 ACRES,TURBIDITY MEASUREMENTS MEASURES. J } o
- . 7 -"■J _ • ■� J MAY BE REQUIRED AT THE DISCRETION OF THE JURISDICTIONAL AUTHORITY*,TO MEASURE CLARITY OF BASIN 11. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NORTH -I m
t EFFLUENT AND ANY POTENTIAL IMPACT TO RECEIVING WATERS AT THE TIME OF RAINFALL-TRIGGERED CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, U. S. DEPT. OF
I < INSPECTIONS.READINGS MUST BE COLLECTED AT THE BASIN OUTFACE(TO MEASURE CLARITY OF BASIN Z i
TeoAGRICULTURE, MECKLENBURG COUNTY EROSION CONTROL ORDINANCE AND THE J
y. • _ evil EFFLUENT),UPSTREAM OF THE DISCHARGE POINT(TO MEASURE BASELINE CONDITIONS)AND DOWNSTREAM OF ¢
S' - ' • • ,Ir _IF•�' THE DISCHARGE POINT(TO MEASURE STREAM IMPACTS OF BASIN EFFLUENT)WHEN POSSIBLE.THE RESULTS CHARLOTTE-MECKLENBURG LAND DEVELOPMENT STANDARDS. O O o 0
• ■ • MUST BE LOGGED IN THE INSPECTION REPORTS.
fallffl24" VALLEY CURB 0 E-
LEGEND Z = N
WZ ELEV---- EXISTING CONTOUR-MAJOR o -
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fa WATER LINE SIDEWALK FROM ELEV___ N Q
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�� TEMPORARY SEDIMENT FENCEOA =
PROTECT EXISTING o FEs •
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LIMIT OF DISTURBANCE WWW.NC811.ORG - SEA
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Note:this review was carried out solutions you can Build on
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p This review was done using the
Following Date 3/1/2024 minimum acceptable standards of 2067 HWY.16 BUSINESS
the applicable jurisdiction. Ix DENVEft,NC 28037
PH:704-987-8378
NC ENO.LICENSE:MC..2S
fi
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PIN 19347169 cDNc KOVALINSKIY DESIGN LLC/ I g
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• = Z = I- t�
ems\ ��3 I 4'x4' I = 9.35 AC. 1. CONTRACTOR SHALL LOCATE AND PROTECT ANY EXISTING UTILITIES WITHIN CO W J Z
CONC. i` - N THE CONSTRUCTION AREA PRIOR TO LAND DISTURBANCE. to < —
15' SANITARY 1 •I • / 2. NOTE TO CONTRACTORS: THREE WORKING DAYS BEFORE YOU DIG CALL 1- G6 < > p
NORTH RINTERA ONE CALL AT 1-BOO-632-4949. r�
SEWER EASEMENT ■ ^ FFE: PROPOSED RESIDENTIAL 3. CONTOUR INTERVAL= 1 FT. z 0 v
2,416 SQ FT • I ® 770.25! 7 I WATER SERVICE LATERAL 4. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION
CONC. 2-GAR alma y I BACK TO EXISTING GRADE.
OR .0555 ACRES GR GARAGE I n071
O I - W=12',O 5LA8 0 ■ •, O
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CALL 1.800-632.4949 OR 811 ''�OF
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1°4%1
Plan She-et Is Part Of The based on the information
Overall Alo roval As Of The provided bythe design engineer.
P This review was done using the 2067 HVJY.16 BUSINESS
Followin( Date 3/1/2024 minimum acceptable standards of R to DENVER,NC 28037
the applicable jurisdiction.
0 PH:704-987-8378
4,, NC ENG.LICENSE:CAMS
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�' /' CDNSTRUCTIUN ENTRANCE��� I o I I ■ / (Cumulative (Pre or Length Slope Runoff Rainfall Flow Bottom Depth Side Width > l— Z W CD o` I \ MCLDS#30.11A ) I I LIMITS OF Channel AO Post) (ft) (ft/ft) Coefficient Intensity Rate(cfs) Width (ft) Slope(z) (ft) Q w vi —a, Z
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h� ) \s ' • 1 I II ., PD-1(2-YR) 0.26 POST 41 0.073 0.72 5.03 0.94 lft 1.0 3 7 C[ = Z O F O
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Note:this review carried out
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Plan Shaftform
Is Part Of The based on the information
Overall roval As Of The Provided by the design engineer.
P This review Was done using the 2067 HVW.16 BUSINESS
Followin Date 3/1/2024 minimum acceptable standards of u DENVER,NC 28037
the applicable jurisdiction. PH:704-987-837 ace
P✓ NC ENc.LICENSE. tzs
EC P-500013 �. •,. 1 „ ,,R�� % 4P •
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. 15' SANITARY / •�' n`O TO-1(2-YR) 0.20 PRE 69 0.043 0.65 5.03 0.65 1ft 1.0 3 7 ' z C 2 -
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0 1 3 CUSS e RIP t •y :`••S•` AT C WV ENTER Y H 11 11 I�II II II II II II II II II II II II II II II II I
•ice •�� •y,��r��• ���. 11 1� 11 11 1 11 11 N N 11 11 11 11 11 11 11 11 11 11 11
MAXIMA UJ SPAT INf. ?- • i•�i•�.1704` 1N110 ''- 11-11=1 I-11 I=F==11 I .11=11.=.II II 11-11-11-II-I 11-11-
n I_ �6 ���••w,R'!w ��w�wg�w�A►.:y,... =.1=11=11=11- =.IL=.IL=.ILII:IL�:I_I=11=11 .11=1 ,, u
/ _ _ CIVIL ENGINEERING
MATER
AL
'1=111JII_ A m re ...
CAISSON FOUNDATIONS
TESTING
-11LI11_III A=I_-ELL'I_ eroS clOm topwidth area(A)h+red+Zd"2 O FOUNDATIONS
m ENVIRONMENTAL
II@I11_ GENERAL NOTES. P \'/- Z=old GEOTECHNICAL ENGINEERING
A AND B ARE AT EQUAL ELEVATIONS CROSS-SECTION 1. FILTER FABRIC FENCE SHWA BE A MNMUM OF3z•N NMI MO SHALL HAM A MINMUM WI or a DE I MS m
IT STAY SOMNB.
R. WOVEN RTBR FM BE USED wAME SILT FENCE Is TO NOUN roe A Poaoo aF Mom lawn Mrs. MMN1mAdgLLEDES: CHANNEL DESIGNATION b d T Z
3. STEEL FORS O.BE E-O'W Hp.M MN BE OF RE SELF-rASIDIER AN.STEEL TYPE
1. FUER PANKIS SHALL a NSW=BY TM FMACINLY RSFOMpE:Wm OR HIS,BEAT TEMPORARY AND PERMANENT DIVERSION CHANNELS 1' 1.0' 7' 3
rd•I a 4. TURN SAT FENCE TIP SLOPE an Dos 2 NAMELY OPER EACH ROA MLL AHO AT LOST ONLY GUM PR.GEO RMFNL MA'REP.
5. moo SIREN FENCED REGIME)AT AM OF SET FENCE MEN CRAW 6 ALVCDR m SIY ecrm MGM SNAIL BE MADE WORM* .
STREAMS DR MAMAS AMER To coo BUFFER CMONNFS).ME COLOR molar N RE or,ea FOR wSUM SHONE RE FABtle DECOMPOSE DR.011E WRt111R 0000 m 11E NM AR 11E EI:PFCIro UWE
1= 1 V •. •IA'E--W �_ IXNBFK.A1a OF ENARa1.NERMLT SIMIINE AM. LIFE AND RE BARER STU R NECESSARY,THE NM RV11 BE RRMD)PRWPHT.
T' �`��- vi 4 � wI �- -••w1• • EL3L a MN.ARM CAN Hal BE CRAIDR AWN 14 ACRE PER TOO n 6 FENCE S. S.ENT OEPoSIIS SHOULD BE ADlOrEO WIE1N OEMS RE.APPROX.HU iR HD.Or THE I
J•I � • ""•-�♦<w WRIER AAY SEDIMENT OFPa415 RQWMNC N TIME M1EI THE SET FENCE a RIM 4w1 R
a `•1 • •a 0 ••-. P�^I T OR ME)m CONFORM TO THE OM GRADE,PREPARED AND SEEDED.
3.." •��l i�ij�� •HAG i - Y '...Clam CO .RA CM NOT SMI NWL MOM N TABLE fi.fiM NORTH G41aIHA ERISMX MD SEDIMENT
°'TUT' .}t.4341 OID Q'el it!2W�✓�-1.1u= mRML RAMC.wo DEspN wMw.
I 1 Ii_IIIh1_111-111i1�I IIi,Ji 0i0 11I01 J 0i�_IN11dl= B. 00 HOT INSTAL ffaMENr FENCE MBA SIRENS,OnCtq N1FRMrs OR alHpt/AE 5 Or CONCEHIRAIF➢iLON.
NOTE:
ALL DIVERSION CHANNELS TO RECEIVE STRAW Willi NET TEMPORARY CHANNEL LINER EQUIVALENT TO NORTH AMERICAN GREEN 575.
PLAN
APPROVED DATE: 02/2007
NOT TO SCALE NOT TO SCALE NOT TO SCALE
MECKLENBURG COUNTY MECKLENBURG COUNTY ^" ry
LAND DEVELOPMENT 'e?o TEMPORARY ROCK CHECK DAM STD.NO REV. LAND DEVELOPMENT gip" TEMPORARY SILT FENCE sm.NO RLv CROSS SECTION GEOMETRY OF DIVERSION CHANNELS w
STANDARDS w"L,^: 30.10A STANDARDS ?_ ". I30.06A h
V
NOTES:
1. A STABILIZED ENTRANCE PAD OF 2"-3"WASHED STONE SHALL BE LOCATED WHERE TRAFFIC WILL ENTER OR LEAVE
THE CONSTRUCTION SITE ONTO A PUBUC STREET. 2
2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE SHALL BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE.
3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT TEMPORARY SEEDING FOR WARM AND COOL SEASON
ONTO PUBUC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL
STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.
Z
4. ANY SEDIMENT SPILLED,DROPPED,WASHED,OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY. EARLY SUMMER SEASON STEEP SLOPES Q
5. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN w
WASHING IS REQUIRED,IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN - CL
APPROVED SEDIMENT BASIN SEE STD.NO.30.11B. IL SLOPE 2
lin 6. COUNTY MAY REWIRE A STANDARD COMMERCIAL DRIVEWAY(STD.10.24&10.25)TO SEEDING 40 lbs/acre of German millet 120 lbs/acre Rye (grain) -I
ACCESS THE CONSTRUCTION SITE IF THE DRIVEWAY IS ON A THOROUGHFARE. MIXTUREO
80 lbs/acre of tall fesue 80 lbs/acre tall fesue LrY 0
too MIN Y m COMPACTED BERM 0 I- O J W
tPUBLIC STREET F1 SILT FENCE May 1 - August 15 October 25 - December 30 Z co Z Z r
EXISTING IXtWND' �teVgpNO (SEE NOTE 2) z O lJ J N 00
SEEDING Refertilize if growth is not fully adequate. Between December 30 - February 15, > (n W O
SAIL 5TABIUZATON FABRIC
add 50 lbs/acre of annual Kobe lespedeza. > F• Z W V Cl
TINDER 3•-3'WASHED STONE DATES
Apply 4000 lbs/acre straw or equivalent Apply 4000 lbs/acre straw or equivalent 10 Li.1 t/1 IX Z V
A 10M MIN. 4 hydroseeding. hydroseeding. z C Y J
A14 Q C w COO=o
IDTH AND QRou 1 SEEDING Apply lime and fertilizer per soil tests, or 2000 Apply lime and fertilizer per soil tests, or 2000 cc 0 I Z =I-- v
DEPTH TO BE DESIGNED lbs/acre limestone and 750 lbs/acre 10-10-10 lbs/acre limestone and 750 lbs/acre 10-10-10
to BY ENGINEER or MIN) No 1 AMENDMENTS fertilizer. fertilizer. CO Q O.,
J
V
a NOTE: O Y
1.DITCH SHOULD HAVE LONGITUDINAL SLOPE OF 1%.
2.SILT FENCE MAY BE REQUIRED BEHIND BERM Ill
0
CC
APPROVED DATE: 02/2007 APPROVED DATE: 02/2007 APPROVED DATE: 02/2007
NOT TO SCALE NOT TO SCALE NOT TO SCALE w
MECKLENBURG COUNTY MECKLENBURG COUNTY ^ �,, MECKLENBURG COUNTY
LAND DEVELOPMENT o f'g=?e STABILIZED CONSTRUCTION ENTRANCE i STD.No REV. LAND DEVELOPMENT ���: SEEDING SCHEDULE
a TEMPORARY RA RY SILT DITCH STD.Na REV. LAND DEVELOPMENT p � �.Na REV
STANDARDS ;` 30.11A STANDARDS �F 30.05 STANDARDS � �. (SEASONAL) 30.17E "
coM
= N
0
N
C7
KEY/ANCHOR MATERIAL AT ~ ,-, 00
4,uAx. TOP OF SLOPE. W J u a
Mir Par
ILAI P 12"MIN. c
pr�Pu'cW"aiEN� wWEn FARM �� w.m FMmns SIM �� SPACING T R. G Q
l awMaa GENTLE SLOPES STEEP SLOPES 0 I- A
...'...rAaRIC� F 1 i3,A'&&A� ' MED ME w INRE'p / GENERAL NOTES t1_I W N
..- PR ETJI ,,.L 36" MIN. SPACING'TYR TOO lbs/acre tall fescue �l/^� ¢ N
1. NAY BAKES LOOSELY AND STAKE OR vJ
1 1 - ; STAPLE TO MAINTAIN DIRECT CONTACT WITH SEEDING 30 lbs/acre Ser cea lespedeza
III II 1 II'll-�1'-�I I I II II-II tl-I ' 80 lbs/acre of tall fesue unscar'f'ed after August J >
11= I II IFII- III I I I 1 I I 1 II It // THE SOIL oo NOT STRETCH. MIXTURE ( 9us 15) O2f m
II ILA III 'I- 1 -II II 11.1 T_ - 10 lbs/acre Kobe lespedeza 0 o
II II IIa. II I 11`II 1 I 1 II .II - 2 •DIMENSIONS SHOWN ARE MINIMUM. - - Z r�/ ti 11 �1-11' B 1 11 I I 1=1 1 1� 11 11 : MANUFACTURED PRODUCTS MAY HAVE 1:
II-I-ELL:=11 -=1 II 1111.II=11-1-- II=1 AMON%REQUIRDAB05 THAT MUST BE FALL:August 25-October FALL:August 25 October 15 0 o a
caPMT a. , MET. Late winter:February 15 -April 15 Late winter:February 15-April 15EOM 1RE.MO Z
3. SLOPE SURFACE SHALL BE FREE OF ROCKS, SEEDING To extend spring seeding into June,add To extend spring seeding into June,add
�� SOIL CLODS,MKS.GRASS.MATALANKEIs 15 lbs/acre hulled Bermudagrass 15 lbs/acre hulled Bermudagrass O
IN SLICE SHALL HAVE GOOD 932 GORKI. DATES !1 m
Overseeding of Kobe lespedeza over fall-seeded Overseeding of Kobe lespedeza over fall-seeded �J = F
4 4. THE OFWL SHOWN IS FOR SLOPE IMmNG. tall fescue is very effective. tall fescue is very effective. I-I..I 0 Z
FOR CHANNEL OR PIPE OUIFWL MAIHNG
�///� SPECIFICATIONS,PLEASE REFER TO NCESCPOM iG
STA DARN !El]AND MANUFACTURERS SEEDING Apply lime and fertilizer per soil tests,or 4000 Apply lime and fertilizer per soil tests,or 4000 0
GENERAL NOTES: MNTOF'tldtlGEb41Fs- y' .r / lbs/acrePPY
GUIDEUN6. AMENDMENTS limestone and 1000 Ohs/acre 10-10-10 lbs/acre limestone and 1000 lbs/acre 10-10-10 w
1. MOAT ROM CUM MO KRONE CM ROLL BE 1a MCN6 RCN BIT NO TAMER MAN IB IMH0S 1. FILTER DOOMS%ML BE NSPECIE➢BY 11E reNCWLY RFS...PAW OR 10 AOER 0MDM10Y // fertilizer. fertilizer. N
AFTER EACH WAIL NM AT LUST MO BJRNC FM..MC,AAY rdPMra NEDEO RAIL 00 ATER TABLE O
2 1WRWNE CLOTH SWLL BE ANCHORED TO TIE STIR POSTS SEWELY MHO APPROPRIATE W MM.IW INN E MBE IMIEONTBY. -" W'
CLOTH RwL BE HEM N A MUM OF 12 INCHES IN LW4TI ARO IMPALED PRRAY AS SHOO N AParE / 11
OETM.WOW.CLOTH m BE ARE u M.10509(18 GwGE I/42 RNCNO), z. RE SINE 9W1 BE ROAMED P.M cite AW EVENT MAY IDS CmlStO OR REAM R. r..: I I/%$I NOTE 1
3. PARS 5WL BE Ra YME TM 4 nor APMr. 3. ROAMER MPOSRS SM1AL BE RIMNID*EH EOM REACH R LF DIE HEIGHT OF THE MIER.NM /
M.DEPOSITS RMAMIG N Pl.AIER LIE OLT FINDS OUT.Is.0.saWL R MB.TO i Ground Cover--Protective cover must be established an all disturbed areas wittin 7 or 14 calendar days after land disturbing activity is completed .......GA
CCNFDIM TO 1R COMING 6RwE PROWS MO RIDEa or has temporarily ceased,per Section E,as shown an Sheet C5.1:NCO01 Ground Stabilization and Materials Handling.
4. SnE WILDS AT Nit POW BIlV1 CRXFMMIm FIGM ARE NIIICPAIm MID Ai TIE WEL91011 M iNE INSPECTOR. ......_.(...
NON-WOVEN GEOTEXTILE FILTER CLOTH O ESD'
s. OE AnIE MMann1 DRMA•DE MRA F.ounET. \___ FABRIC 4'ABOVE SOURCE WATER. NOTE 2 40' `/n'(/
Graded sloes and fills-- SAL =
p Protective carer must be established on all graded slopes and fills within 7 or 14 calendar days after a phase of grading is
completed or has temporarily ceased,per Section 6 as shown on Sheet C5.1:NCGO1 Ground Stabilization and Materials Handling. .4;...;
031005 t
DINE. p
KEY/ANCHOR MATERIAL TO TOE OF SLOPE. ',,4'1(H. gpP�1`
APPROVED DATEI 02/2007
NOT TO SCALE NOT TO SCALE �""""""1
MECKLENBURG COUNTY \ SILT FENCE MECKLENBURG COUNTY MECKLENBURG COUNTY +. SHEET
LAND DEVELOPMENT rsi C /STD.No. .REV. LAND DEVELOPMENT 41} EMBANKMENT MATTING DETAIL r STD.ND. REV. LAND DEVELOPMENT SEEDING SCHEDULE •O
STANDARDS * ' . OUTLET OPTION 2 STANDARDS tim car+ - STD.No. REV.
�,. 30.06E 30.20 STANDARDS •,,,,. 30.17A

Town of t�
l,J ��i e oq Ground
forth Carolina Tech
Solutions You Can Build On
Note:this review was carried out
Plan Sheet Is Part Of The based on the information
Overall Approval As Of The Provided by the eeer
P This YeVieW Was design done usingngin the. 2067 HWY.16 BUSINESS
Followin Date 3/1/2024 minimum acceptable standards of DENVER,NC 28037
the applicable jurisdiction. PHG .�,az704-987-8378"c eN 5
ECP-50QRQUIDABILIZATION 3 .
AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH EQUIPMENT AND VEHICLE MAINTENANCE ONSITE CONCRETE WASHOUT CIVIL ENGINEERING
STRUCTURE WITH LINER MATERIALFOUNDATIONS
THE NCG01 CONSTRUCTION GENERAL PERMIT 1. Maintain vehicles and equipment to prevent discharge of fluids. GAIGNVIRON"°ATI°NG
Y ENVIRONMENTAL
Implementing the details and specifications on this plan sheet will result in the construction 2. Provide drip pans under any stored equipment. ..A :"ice " mn ENVIRONMENTAL
ENGINEERING
activity being considered compliant with the Ground Stabilization and Materials Handling ;`___ ` °" ,,_r�1�M I.STMttl d IT-Z- -1
3. Identify leaks and repair as soon as feasible,or remove leaking equipment from the :'17',:1- r•,
sections of the NCG01 Construction General Permit(Sections E and F,respectively). The -
a aR m ii ki
permittee shall comply with the Erosion and Sediment Control plan approved by the project. k,l ( ii ,,
delegated authority having jurisdiction.All details and specifications shown on this sheet 4. Collect all spent fluids,store in separate containers and properly dispose as 0 - L ,*IV- 11._4;Z1� n
may not apply depending on site conditions and the delegated authority having jurisdiction. hazardous waste(recycle when possible). B
5. Remove leaking vehicles and construction equipment from service until the problem ,.,,.: StaMiLemt OR" L°°"'"'1[1°111.3"
has been corrected. 1L0R 11O'"O"'m' • eMIM n.m.ca rw.0
SECTION E:GROUND STABILIZATION emoON9WO wrs.emr. ' - ' 13 CSTIm
6. Bring used fuels,lubricants,coolants,hydraulic fluids and other petroleum products NM M"°S
Required Ground Stabilization Timeframes MA
aen loan t<..Qon®.s
to a recycling or disposal center that handles these materials. ram •m e, MOON•,.r,,ME
Stabilize within this : """
Site Area Description many calendar Timeframe variations An r/r.RAt1M 1E ldQ VACHItNT sTeticT,Rc ainain't'e°el c 11T STRIETiwr
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) High Quality Water 7 waters unless no other alternatives are reasonably available. and state solid waste regulations and at an approved facility.
None
(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
If slopes are 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 than p g 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.
3:1 allowed provide secondary containment. Repair or replace damaged waste containers. 4. Install temporary concrete washouts per local requirements,where applicable. If an A
-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 z
-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 cC (Y Lr, 0
-7 days for perimeter dikes,swales, PAINT AND OTHER LIQUID WASTE be pumped out and removed from project. w Z oo z Q N
ditches,perimeter slopes and HQW 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 z O r`I 0 -' w o0
(e) Areas with slopes can be shown that no other alternatives are reasonably available. At a minimum, V u w N o)
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 Z Z o p z N
there is zero slope waters unless no other alternatives are reasonably available. spills or overflow. 0 w
N v
Note:After thepermanent cessation of construction activities,anyareas with temporary 3. Contain liquid wastes in a controlled area. Z 5. } o -1 m
P Y 7. Locate washouts in an easily accessible area,on level ground and install a stone -_ w Y O
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 c o = z °F o
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. CO r _, o?
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 r\dS Q O v 2
surface stable against accelerated erosion until permanent ground stabilization is achieved. limits. Post signage on the washout itself to identify this location. ,- Z .e Y
PORTABLE TOILETS O
GROUND STABILIZATION SPECIFICATION 1. Installportable toilets on levelground,at least 50 feet awayfrom storm drains, 9. Remove leavings from the washout when at approximately or75a capacity to limit
overflow events. Replace the tarp,sand bags or other temporary structural p
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 ofportable toilet behind silt fence orplace w
products,follow manufacturer's instructions.
Temporary Stabilization I PermanentStabil"rzation 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 A
other mulches and tackifiers other mulches and tackifiers foot traffic areas. caused by removal of washout. Z m
• Hydroseeding •Geotextile fabrics such as permanent soil 3. Monitor portable toilets for leaking and properly dispose of any leaked material. O Ur o 0
• Rolled erosion control products with or reinforcement matting Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace I- Z m w Z
without temporary grass seed • Hydroseeding with properly operating unit. Q J S S L.
Appropriately applied straw or other mulch •Shrubs or other permanent plantings covered HERBICIDES,PESTICIDES AND RODENTICIDES N "1 w
• Plastic sheeting with mulch 1. Store and apply herbicides,pesticides and rodenticides in accordance with label -- Z o q
• Uniform and evenly distributed ground cover EARTHEN STOCKPILE MANAGEMENTCO Q
restrictions. < =
sufficient to restrain erosion 1. Show stockpile locations on plans. Locate earthen-material stockpile areas at least I-
2. Store herbicides,pesticides and rodenticides in their original containers with the u) fn
•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 _1 Q \
retaining walls and surface waters unless it can be shown no other alternatives are reasonably accidental poisoning. Z Q m
• Rolled erosion control products with grass seed available.
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of 3. Do not store herbicides,pesticides and rodenticides in areas where flooding is O W R a
POLYACRYLAMIDES(PAMS)AND FLOCCULANTS five feet from the toe of stockpile. possible or where they may spill or leak into wells,stormwater drains,ground water II Q 0
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 onsite.
construction,selecting from the NC DWR List of Approved PAMS/Flocculants. 4. Stabilize stockpile within the timeframes provided on this sheet and in accordance O 0 m w
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 U Q Z
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 Z Z
PAMS/Flocculants and in accordance with the manufacturer's instructions. erosion on disturbed soils for temporary or permanent control needs. 6 w
4. Provide ponding area for containment of treated Stormwater before discharging 1. Create designated hazardous waste collection areas on-site. ‘c,' Il
offsite. xm2 2. Place hazardous waste containers under cover or in secondary containment.
4a'r rr Q 1 NORTH CAROL)NA 3. Do not store hazardous chemicals,drums or bagged materials directly on the ground. "'BAR',,
5. Store flocculants in leak-proof containers that are kept under storm-resistant cover . tl <N „,,„,
- it Environmental Quality Aor surrounded by secondary containment structures. p,, �:Qoif
SEAL -
NCG01 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 04/01/19 a3too5
LgHIN.BP�1' .
SHEET
C5. 1

Town of •
l�Ia e Ground
lorth Carolina Tech
Solutions You Can Build On
Note:this review was carried out
Plan She It lb Pert O`Sh= LnaeJ ye Jrc i,dar,uradLni IliqP°
Overall AO aroval As Df The provided by the design engineer.
This review was done using the 2067 HWY.16 BUSINESS
Followine Date 3/1/.024 minimum acceptable standards of DENVER,NC 28037
the applicable jurisdiction. PH:704-987-8378
NC ENG.LICENSE:PC.1S2S
PART III PART III PART III
ECP-500013SELF-INSP=CTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING0
CIVIL ENGINEERING
MATERIAL
SECTION A:SELF-INSPECTION CAISSON
SECTION C:REPORTING FOUNO
SECTION B:RECORDKEEPING NM OAYI NTAIL
ENVIRONMENTAL
Self-inspections are required during normal business hours in accordance with the table 1.E&SC Plan Documentation 1.Occurrences that must be reported GEOTECHNICAL ENGINEERING
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 (a) Visible sediment deposition in a stream or wetland.
approved E&SC plan must be kept up-to-date throughout the coverage under this permit.
which it is safe to perform the inspection. In addition,when a storm event of equal to or
greater than 1.0 inch occurs outside of normal business hours,the self-inspection shall be The following items pertaining to the E&SC plan shall be documented in the manner
performed upon the commencement of the next business day. Any time when inspections described: (b) Oil spills if:
were delayed shall be noted in the Inspection Record. • They are 25 gallons or more,
• They are less than 25 gallons but cannot be cleaned up within 24 hours,
Item to Document Documentation Requirements
Frequency • They cause sheen on surface waters(regardless of volume),or
4 y (a) Each E&SC Measure has been installed Initial and date each E&SC Measure on a copy
Inspect (during normal Inspection records must include: and does not significantly deviate from the of the approved E&SC Plan or complete,date • They are within 100 feet of surface waters(regardless of volume).
business hours) locations,dimensions and relative elevations and sign an inspection report that lists each
(1)Rain gauge Daily Daily rainfall amounts.
maintained in If no daily rain gauge observations are made during weekend or shown on the approved E&SC Plan. E&SC Measure shown on the approved E&SC
good working holiday periods, and no individual-day rainfall information is Plan. This documentation is required upon the (a) Releases of hazardous substances in excess of reportable quantities under Section 311
order available,record the cumulative rain measurement for those un- initial installation of the E&SC Measures or if of the Clean Water Act(Ref:40 CFR 110.3 and 40 CFR 117.3)or Section 102 of CERCLA
attended days (and this will determine if a site inspection is the E&SC Measures are modified after initial (Ref:40 CFR 302.4)or G.S.143-215.85. h
needed). Days on which no rainfall occurred shall be recorded as
"zero." The permittee may use another rain-monitoring device installation. 'm
_ _approved by the Division. (b) A phase of grading has been completed. Initial and date a copy of the approved E&SC (b) Anticipated bypasses and unanticipated bypasses. w
(2) E&SC At least once per 1. Identification of the measures inspected, Plan or complete,date and sign an inspection
Measures 7calendardays 2. Date and time of the inspection, report to indicate completion of the
and within 24 3. Name of the person performing the inspection, construction phase. (c) Noncompliance with the conditions of this permit that may endanger health or the a
hours of a rain 4. Indication of whether the measures were operating _ z
event>1.0 inch in properly, (c) Ground cover is located and installed Initial and date a copy of the approved E&SC environment.
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
6. Description,evidence,and date of corrective actions taken. plan. report to indicate compliance with approved
(3)Stormwater At least once per 1. Identification of the discharge outfalls inspected, 2.Reporting Timeframes and Other Requirements
re 7 calendar days 2. Date and time of the inspection, ground cover specifications.
discharge
(SDOs) and within 24 3. Name of the person performing the inspection, After a permittee becomes aware of an occurrence that must be reported,he shall contact °-
{d) The maintenance and repair Complete,date and sign an inspection report. J
hoursofa rain 4. Evidence of indicators of Stormwater pollution such as oil requirements for all E&SC Measures the appropriate Division regional office within the timeframes and in accordance with the
event>1.0 inch In sheen,floating or suspended solids or discoloration, other requirements listed below. Occurrences outside normal business hours may also be o w
have been performed. O F- m
24 hours 5. Indication of visible sediment leaving the site, reported to the Division's Emergency Responsepersonnel at(800)662-7956,(800) Z r--
P g y P Lu co N
6. Description,evidence,and date of corrective actions taken. (e) Corrective actions have been taken Initial and date a copy of the approved E&SC nI Z -1 N
858-0368 or(919)733-3300. Z O � � co
(4)Perimeter of At least once per If visible sedimentation is found outside site limits,then a record to E&SC Measures. Plan or complete,date and sign an inspection V V ( w N o
site 7 calendar days of the following shall be made: report to indicate the completion of the 5 z Z w ° Z cv
and within 24 1. Actions taken to clean up or stabilize the sediment that has left Ill corrective action. 0 w > v
hoursofa rain the site limits, Occurrence Reporting Timeframes(After Discovery)and Other Requirements } n _i m
event>1.0 inch in 2. Description,evidence,and date of corrective actions taken,and z _ w Y V
(a)Visible sediment • Within 24 hours,an oral or electronic notification. r p = cf.,
O F o
za hours 3. An explanation as to the actions taken to control future deposition in a • Within 7 calendar days,a report that contains a description of the pp W Z C
releases. 2.Additional Documentation
stream or wetland sediment and actions taken to address the cause of the deposition. o�to Q o
(5)Streams or At least once per If the stream or wetland has increased visible sedimentation or a In addition to the E&SC Plan documents above,the following items shall be kept on the 2
wetlands onsite 7 calendar days stream has visible increased turbidity from the construction Division staff may waive the requirement for a written report on a n O v
or offsite and within 24 activity,then a record of the following shall be made: site case-by-case basis. z Y
(where hours ofa rain 1. Description,evidence and date of corrective actions taken,and and available for agency inspectors at all times during normal business hours,unless the • If the stream is named on the NC 303(d)list as impaired for sediment- O
In
accessible) event>1.0 inch in 2. Records of the required reports to the appropriate Division Division provides a site-specific exemption based on unique site conditions that make this related causes,the permittee may be required to perform additional 0
24 hours Regional Office per Part Ill,Section C,Item(2)(a)of this permit requirement not practical: monitoring, CC
of this permit. q inspections or apply more stringent practices if staff w
(6)Ground After each phase 1. The phase of grading(installation of perimeter E&SC determine that additional requirements are needed to assure compliance
stabilization of gradingmeasures,clearingand grubbing, (a) This general permit as well as the certificate of coverage,after it is received. with the federal or state impaired-waters conditions.
installation of storm
measures drainage facilities,completion of all land-disturbing (b)Oil spills and • Within 24 hours,an oral or electronic notification. The notification Ur N
activity,construction or redevelopment,permanent (b) Records of inspections made during the previous 30 days. The permittee shall record release of shall include information about the date,time,nature,volume and Z m
ground cover). the required observations on the Inspection Record Form provided by the Division or hazardous location of the spill or release. H o R,
2. Documentation that the required ground stabilization c�
a similar inspection form that includes all the required elements.Use of substances per Item Z m w Z
measures have been provided within the required p q 1(b)-(c)above 0 O x I w
timeframe or an assurance that they will be provided as electronically-available records in lieu of the required paper copies will be allowed if (c)Anticipated • Are art at least ten days before the date ofthe bypass, w m
soon as possible. p if possible. = o
shown to provide equal access and utility as the hard-copy records. W
bypasses[40 CFR The report shall include an evaluation of the anticipated quality and U
NOTE:The rain inspection resets the required 7 calendar day inspection requirement. 122.41(m)(3)] effect of the bypass.
(c) All data used to complete the Notice of Intent and older inspection records shall be A
(d)Unanticipated • Within 24 hours,an oral or electronic notification. (n Z , o
maintained for a period of three years after project completion and made available bypasses[40 CFR Within 7 calendar days,a report that includes an evaluation of the Z Q
upon request. [40 CFR 122.41] 122.41(m)(3)] 0
quality and effect of the bypass. 0
(e)Noncompliance • Within 24 hours,an oral or electronic notification. J Z z
with the conditions • Within 7 calendar days,a report that contains a description of the � W o 0
of this permit that noncompliance,and its causes;the period of noncompliance, .- W
may endanger including exact dates and times,and if the noncompliance has not CD
health or the been corrected,the anticipated time noncompliance is expected to 0 co r
environment[40 continue;and steps taken or planned to reduce,eliminate,and Z 0 o z
CFR 122.41(1)(7)] prevent reoccurrence of the noncompliance.[40 CFR 122.41(1)(6). 2
• Division staff may waive the requirement for a written report on a W F u
case-by-case basis. Q' o
iloVt' NORTH CAROLINA ,, c.H
',1- . ,, Environmental Quality ,,0":P?oF€
._ _ '
- SEAL • -
031005
NCGO1 SELF-INSPECTION RECORDKEEPING AND REPORTING EFFECTIVE: 04/01/19 °oti."NEE ,
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C5.2

Town of t 1
y l _ ar.r Ef V. PAVING AND GRADING TEMPORARY SEEDING REQUIREMENTS PER NCDENR EROSION AND Ground
-TUJ,IU�"iRih, ONS OF THE NORTH CAROLINA �.'-+-�; �:STANDARD DRAWINGS AND A. ALL DELETERIOUS SUBSURFACE MATERIAL(LE.MUCK,PEAT,BURIED DEBRIS)IS TO BE �DFS NOTE SEDIMENT CONTROL PLANNING AND DESIGN MANUAL
J rt''-"M;n'io S MANUAL SHALL BE CONSIDERE ;c-... ESE PLANS. EXCAVATED IN ACCORDANCE WITH THESE PLANS OR AS DIRECTED BY THE OWNER,THE REGULATIONS ADOPTED BY THE US ENVIRONMENTAL PROTECTION AGENCY(US EPA)AND BY TABLE 6.10A PROTECTION cosmic
CT MUTES Tech
•TOR SHALL BECOME FAMILIAR WITH •- MIT AND INSPECTION OWNER'S ENGINEER.OR OWNER'S SOIL TESTING COMPANY. DELETERIOUS MATERIAL IS TO THE NORTH CAROLINA DIVISION OF WATER QUAUTY REQUIRE THAT A NATURAL POLLUTANT THE CONTRACTOR SHALL CONTACT THE APPROPRIATE AGENCY FOR THE EXACT FIELD LOCATIONS OF ALL WATER,
REQUIREMENTS SPFCIFIFn Y THE VARIOUS GOVERNMENTAL AGF,HCIES,THE ENGINEER, BE STOCKPILED OR REMOVED FROM THE SITE AS DIRECTED BY THE OWNER OR THE DISCHARGE EUMINATION SYSTEM(NPDES)PERMIT BE OBTAINED FOR STORMWATER TEMPORARY SEEDING RECOMMENDATIONS FOR LATE WINTER AND EARLY SPRING SEWER, ELECTRIC, TELEPHONE,TELEVISION AND ANY OTHER UNDERGROUND AND OVERHEAD UTILITY BEFORE Solutions You Can Guild on
AND THE ARCHITECT.THE n CONTRACTOR SHALL OBTAIN ALL NECOSSARY PERMITS PRIOR OWNER'S ENGINEER. EXCAVATED AREAS TO BE BACKFILLED WITH APPROVED MATERIALS DISCHARGES FROM CONSTRUCTIO ACTIVTIES WITH LAND DISTURBANCE OF 1 ACRE OR MORE. STARTING CONSTRUCTION.THE OMISSION FROM OR THE INCLUSION OF UTILITY LOCATION ON THE CONTRACT
TO CONSTRUCTION,AND I HNMIeSBMBBSIN V1NYdalEOENBARtBNN5PECTIONS ACCORDING TO SEEDING MIXTURE
AND COMPACTED AS SHOWN ON THESE PLANS.CONTRACTOR IS RESPONSIBLE FOR SPECIES
RATE(LB/ACRE).
DRAWINGS IS NOT TO BE CONSIDERED AS THE NON-EXISTANCE OF OR A DEFINITE LOCATION OF EXISTING UTILITIES.
Plan Sh }}I Q9 NS. based on the information ACQUIRING ANY PERMITS THAT ARE NECESSARY FOR REMOVING DELETERIOUS MATERIAL CONTRACTOR SHALL CHECK EROSION CONTROL MEASURES WEEKLY AND/OR AFTER A 1/2' IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION AND DEPTH OF ALL
C. LL C AND D� �I �t �g,{�i^ .SE PLANS SHALL BE OF THE FROM THE SITE. OR MORE RAINFALL EVENT.CONTRACTOR SHALL KEEP RECORDS OF EVERY INSPECTION. RYE(GRAIN) 120 UNDERGROUND UTILITIES ALONG THE ROUTE OF WORK.
Overall Pul�prgOLVL Wr I N he B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATIONS AGAINST ANNUAL LESPEDEZA(KOBE IN 2067 HVVV.16 BUSINESS
Following Ua7�pp Blg�ED SF ALL:TOI V'W IwoiiMS �YONS \ND ORDINANCES OF THE COLLAPSE AND WILL PROVIDE BRACING,SHEETING OR SHORING AS NECESSARY. PIEDMONT AND COASTAL PLAIN,
NTAL 4L98RL!RBBnNA�BI VLHR THE WORK. DEWATERING METHODS SHALL BE USED AS REQUIRED TO KEEP TRENCHES DRY WHILE KOREAN IN MOUNTAINS) 50 DENVER,NC 28037
E. WORK PERFORMED UNDER T91IB jWNMAIctE6TERFACE SMOOTHLY WITH OTHER PIPE AND APPURTENANCES ARE BEING PLACED. pc SANITARY SEWER AND WATER DISTRIBUTION PH'.704-987-8378
WORK BEING PFRFORMFD ON SITE BY OTHFR CONTRACTORS •N, UTILITY COMPANIES.THE C. ALL NECESSARY FILL AND EMBANKMENT THAT IS PLACED DURING CONSTRUCTION SHALL 1. CONTRACTOR SHALL STABILIZE EXPOSED GROUND AS SOON AS INDIVIDUAL AREAS ARE OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND A. SANITARY SEWERS AND STORM SEWERS SHOULD ALWAYS CROSS UNDER WATER MAINS.SANITARY SEWERS AND NC ENG.LICENSE:EC-MESS
CONTRACTOR SHALL COORDINATE AND SCHEDULE HIS ACTIVITIES,WHERE NECESSARY, CONSIST OF MATERIAL SPECIFIED BY THE OWNER'S SOIL TESTING COMPANY OR ENGINEER COMPLETED. BEYOND JUNE. STORM SEWERS VCERTSOF WATER MAINS SHALLAND
BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES
ONTRMYET' TY 0 TES. AND BE PLACED AND COMPACTED ACCORDING TO THESE PLANS OR THE REFERENCED BETWEEN THE INVERT OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE. s
T�j ND 5,-. ��11 Cy E E SUBJECT TO REVIEW AND APPROVAL SOILS REPORT. 2. CONTRACTOR SHALL NOT REMOVE ANY BASIN UNTIL ALL SEDIMENT-PRODUCING AREAS SEEDING DATES B. WHERE SANITARY SEWERS ANO STORM SEWERS MUST CROSS A WATER MAIN WITH LESS THAN 18 INCHES VERTICAL
�B�A�,.9 t' 'JI F�I OES ARE SUBJECT TO THE REVIEW AND D. PROPOSED SPOT ELEVATIONS REPRESENT FINISHED PAVEMENT OR GROUND SURFACE UPSTREAM HAVE BEEN PERMANENTLY STABILIZED AND REMOVAL IS APPROVED BY MOUNTAINS ABOVE 2500 FEET: FEB.15-MAY 15
A V OF ME•'nn - ARRRDDD HALL BE THE RESPONSIBILITY OF THE EROSION CONTROL COORDINATOR. BELOW 2500 FEET: FEB.1-MAY 1 DISTANCE,BOTH THE SEWER AND THE WATER MAIN SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE(DIP)AT THE
GRADE UNLESS OTHERWISE NOTED ON DRAWINGS. oivIL ENGINEERING
CO"'TG"CTM TO OB.TAI"I•TEE'fO""ED oER.ITS TO VORK IN THE PUBLIC PIEDMONT JAN.1 -MAY 1 CROSSING.(DIP IS NOT REQUIRED FOR STORM SEWERS IF IT IS NOT AVAILABLE IN THE SIZE PROPOSED).SUFFICIENT
E. CONTRACTOR SHALL PROVIDE EROSION CONTROL AND SEDIMENTATION BARRIER(SILT MATERIAL TESTING
RIGHT-OF-WAY, 3. STABILIZATION IS THE BEST FORM OF EROSION CONTROL.TEMPORARY SEEDING IS COASTAL PLAIN DEC.1 -APR.15 LENGTHS OF DIP MUST BE USED TO PROVIDE A MINIMUM SEPARATION OF 10 FEET BETWEEN ANY TWO JOINTS.ALL CAISSON FOUNDATIONS
G. GRADING OFF SITE WILL REQUIRE A LETTER OF PERMISSION FROM THE OWNER PRIOR TO FENCE OR OTHER MEASURES)TO PREVENT SILTATION OF ADJACENT PROPERTY,STREETS, NECESSARY TO ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS AND ESPECIALLY JOINTS ON THE WATER MAIN WITHIN 20 FEET OF THE CROSSING MUST BE LEAK FREE AND MECHANICALLY RESTRAINED.
STORM SEWERS AND WATERWAYS. ENVIRONMENTAL
ANY LAND DISTURBING SHALL ACTIVITIES. WHENPLAN.ALL
SPECIFICALLYRREQUIRED SLOPES PART OF THE CONSTRUCTION SEQUENCE SHOWNE ON SOIL AMENDMENTS A MINIMUM VERTICAL CLEARANCE OF 6 INCHES MUST BE MAINTAINED AT THE CROSSING.
F. IF WIND EROSION BECOMES SIGNIFICANT DURING CONSTRUCTION,THE CONTRACTOR SHALL GEOTECHNICAL ENGINEERING
H. ALL CONSTRUCTION COMPLY WITH THE LATEST EDITION OF THE MECIOENBURO STABILIZE THE AFFECTED AREA USING SPRINKLING,IRRIGATION OR OTHER ACCEPTABLE THE ALL GRADED MUST BE SEEDED AND MULCHED WITHIN iL CALENDAR FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND C. ALL CROSSINGS SHALL BE ARRANGED SO THAT THE SEWER PIPE JOINTS AND THE WATER MAIN PIPE JOINTS ARE
COUNTY LAND COUNT P11E SE STANDARDS METHODS. DAYS(7 CALENDAR DAYS FOR SLOPES STEEPER THAN al). AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER.
I. PUBLICIIBURG COUNTY RESERVES THE RIGHT TO INSPECT ALL CONSTRUCTION WITHIN THE G. THE CONTRACTOR WILL STABILIZE BY SEED AND MULCH,SOD OR OTHER APPROVED EQUIDISTANT FROM THE POINT OF CROSSING(PIPES CENTERED ON THE CROSSING).
RIGHT-OF-WAY,PUBLIC STORM DRAIN EASEMENTS,DETENTION AND WATER4. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY MULCH D. WHERE A NEW PIPE CONFLJCTS WITH AN EXISTING PIPE,THE NEW PIPE SHALL BE CONSTRUCTED OF DIP AND THE
MATERIALS AS REQUIRED BY ANY DISTURBED AREAS WITHIN ONE WEEK FOLLOWING
QUALITY BMP'S.IECKlENBURG COUNTY HAS THE ABILITY TO APPROVE OR REJECT ANY LOCAL AUTHORITY.
WORK COMPLETED OR ONGOING BY THE CONTRACTOR AT THE DEVELOPER'S EXPENSE. CONSTRUCTION THE UTILITYN SYSTEMS AND PAVEMENT AREAS. CONTRACTOR SHALL APPLY LCH LB/ACRENCISTRAW.ANCHOR STRAW BY TACKING WITH RL H,NETTING, CROSSING SHALL BE ARRANGED TO MEET THE REQUIREMENTS ABOVE.
MAINTAIN SUCH AREAS UNTIL FINAL ACCEPTANCE BY OWNER. URA MULCHSAANCHORING TOOL.A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
H. ENGINEERED FILL MATERIAL SHALL NOT CONTAIN ROCKS OR HARD LUMPS GREATER THAN 5. NO SLOPES SHALL EXCEED 2:1.FILL SLOPES GREATER THAN 10'REQUIRE ADEQUATE USED AS A MULCH ANCHORING TOOL.
3 INCHES IN MAXIMUM DIMENSIONS AND SHALL BE FREE OF VEGETATION,ORGANIC TERRACING. E. A MINIMUM 10-FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN ANY TYPE OF SEWER AND WATER
ILA AFETY MAIN IN PARALLEL INSTALLATIONS.
MATTER,DEBRIS,RUBBLE,AND OTHER UNSUITABLE MATERIALS. SHALL BE MAINTENANCE
A. DURING THE CONSTRUCTION AND MAINTENANCE OF THIS PROJECT,ALL SAFETY NON-EXPANSIVE MATERIALS 6. GROUNDCOVER ON EXPOSED SLOPES SHOULD BE COMPLETED WITHIN 14 CALENDAR DAYS. REFERTUZE IF GROWTH IS NOT FULLY ADEQUATE.RESEED,REFERTILIZE AND MULCH F. IN CASES WHERE IT IS NOT POSSIBLE TO MAINTAIN A 10-FOOT HORIZONTAL SEPARATION,THE WATER MAIN MUST
REGULATIONS SHALL BE ENFORCED.THE CONTRACTOR OR HIS REPRESENTATIVE I. IMPORTED SOILS FOR USE AS ENGINEERED FILL AND SHALL NOT CONTAIN ROCKS OR IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
SHALL BE RESPONSIBLE FOR THE CONTROL AND SAFETY OF THE TRAVELING PUBLIC HARD LUMPS GREATER THAN 3 INCHES IN MAXIMUM DIMENSIONS AND SHALL BE FREE OF 7. ALL SILT FENCE SHALL HAVE WIRE AND WASHED STONE. BE LAID IN A SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF LOCATED ON ONE SIDE OF THE SEWER OR
AND THE SAFETY OF HIS PERSONNEL. VEGETATION,ORGANIC MATTER,DEBRIS,RUBBLE,AND OTHER UNSUITABLE MATERIALS. FORCE MAIN AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP
B. THE CONTRACTOR'S MAINTENANCE OF TRAFFIC PLAN MUST BE SUBMITTED AND J. AGGREGATE BASE MATERIAL SHALL MEET THE FOLLOWING GRADATION REQUIREMENTS. B. A FILTER BERM SHALL BE PLACED TEMPORALLY AT THE END OF ALL FES UNTIL RIP RAP TABLE 6.10E OF THE SEWER.
APRONS ARE INSTALLED. TEMPORARY SEEDING RECOMMENDATIONS FOR SUMMER
APPROVED BY MEQ(LENBURO COUNTY TO BEGINNING ANY CONSTRUCTION G. WHERE IT IS NOT POSSIBLE TO MAINTAIN A VERTICAL DISTANCE OF 18 INCHES IN PARALLEL INSTALLATIONS,THE
ACTIVITIES. SFIVF 517E(PER ANTS n4771 S PASSING BY WEIGHT 9. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF SEEDING MIXTURE WATER MAIN SHALL BE CONSTRUCTED OF DIP AND THE SEWER OR THE FORCE MAIN SHALL BE CONSTRUCTED OF DIP
C. LABOR SAFETY REGULATIONS SHALL CONFORM TO THE PROVISIONS SET FORTH BY 1 INCH 100 THE CITY/COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE. SPECIES RATE(LB/ACRE) (IF AVAILABLE IN THE SIZE PROPOSED)WITH A MINIMUM VERTICAL SEPARATION OF 6 INCHES.THE WATER MAIN SHOULD
OSHA IN THE FEDERAL REGISTER OF THE DEPARTMENT OF TRANSPORTATION. 3/4" 90-100 GERMAN MILLET 40 ALWAYS BE ABOVE THE SEWER.JOINTS ON THE WATER MAIN SHALL BE LOCATED AS FAR APART AS POSSIBLE FROM
D. CONTRACTOR SHALL PROVIDE AND MAINTAIN HIS OWN SAFETY EQUIPMENT IN NO.8 35-NO.200 0-855 10.GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A THE JOINTS ON THE SEWER OR FORCE MAIN(STAGGERED JOINTS).
ACCORDANCE WITH HIS HEALTH&SAFETY PROGRAM AND ALL OTHER APPLICABLE VIOLATION OF NC LAW AND IS SUBJECT TO A FINE. IN THE PIEDMONT AND MOUNTAINS,A SMALL-STEMMED SUDANGRASS MAY BE H. ALL SANITARY SEWER MAINS,LATERALS AND FORCE MAINS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER.
LEGAL AND HEALTH AND SAFETY REQUIREMENTS.THE CONTRACTOR IS ALSO K. ALL AREAS TO RECEIVE FILL,AND AREAS OF STRUCTURES AND PAVEMENTS,SHALL BE SUBSTITUTED AT A RATE OF 50 LB/ACRE.
RESPONSIBLE FOR PROVIDING ITS EMPLOYEES AND SUB CONTRACTORS WITH STRIPPED OF VEGETATION,ORGANIC MATTER,DEBRIS,RUBBLE,AND OTHER UNSUITABLE 11.A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING THAT WAS NOT
ADEQUATE INFORMATION AND TRAINING TO ENSURE THAT ALL EMPLOYEES AND SUB MATERIALS. STRIPPED SOILS SHALL NOT BE USED IN ENGINEERED FILL,BUT MAY BE PREVIOUSLY APPROVED. SEEDING DATES I. ALL ON SITE P.V.C.GRAVITY SANITARY SEWER PIPE SHALL CONFORM TO THE REQUIREMENTS OF SDR 35.
CONTRACTORS AND SUB CONTRACTOR'S EMPLOYEES COMPLY WITH ALL APPLICABLE USED IN LANDSCAPE AREAS.ENGINEERED FILL MATERIAL SHALL BE COMPACTED TO AT MOUNTAINS MAY 15-AUG.15 ELASTOMERIC GASKET JOINTS SHALL BE UTILIZED.
REQUIREMENTS.CONTRACTOR SHALL REMAIN IN COMPLIANCE WITH ALL OCCUPATION LEAST THE FOLLOWING 12.APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. PIEDMONT MAY 1-AUG.15 J. ALL ON SITE DUCTILE IRON PIPE SHALL BE MINIMUM PRESSURE CLASS 350 AND SHALL RECEIVE INTERIOR AND
SAFETY AND HEALTH REGULATIONS AS WELL AS THE ENVIRONMENTAL PROTECTION WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING,PERMISSION MUST BE OBTAINED COASTAL PLAIN APR.15-AUG.15
FROM AFFECTED PROPERTY OWNERS. EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI A 21.8,A 21.8,OR A 21.51 AND SHALL BE COATED WITH 0
LAWS. THE FOLLOWING IS NOT TO BE PERCEIVED AS THE ENTIRE SAFETY PROGRAM ,PERCENTAGES OF MAXIMUM DRY DENSITY AND OPTIMUM MOISTURE CONTENT,PER ASTM ZINC BENEATH THE BITUMINOUS COATING,
D-698(STANDARD PROCTOR): SOIL AMENDMENTS
BUT JUST BASIC REQUIREMENTS. 13.ALL STD.NUMBERS REFER TO THE MEpLLOTfRlRO COUNTY LAND DEVELOPMENT FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND
E. ALL EXCAVATIONS BY THE CONTRACTOR SHALL CONFORM TO THE REQUIREMENTS ENGINEERED FILL MINIMUM R MOISTURE CONTENT STANDARDS MANUAL UNLESS OTHERWISE NOTED. AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER. K. SANITARY SERVICE CONNECTION LOCATIONS SHOWN ON THESE PLANS ARE APPROXIMATE.
OF THE DEPARTMENT OF LABOR'S OCCUPATIONAL SAFETY AND HEALTH MATERIAL COMPACTION RANGE o'
ADMINISTRATION RULES AND REGULATIONS.PARTICULAR ATTENTION MUST BE PAID 14.STEEL POST WITH WIRE FENCE BACKING SHOULD BE USED INSTEAD OF WOODEN POST, L. ALL SANITARY SEWER WORK SHALL CONFORM TO CITARLATTE WATER STANDARDS AND SPECIFICATIONS.
NATIVE SOIL 92% OPTIMUM TO OPTIMUM PLUS 3R MULCH
BURIED OR DRIVEN TO A DEPTH OF 18"IN THE GROUND.PREFABRICATED SILT FENCE IS / M. PRIOR TO COMMENCING WORK WHICH REQUIRES CONNECTING NEW SANITARY SEWER LINES TO EXISTING LINES OR
TO THE CONSTRUCTION STANDARDS FOR EXCAVATIONS, 29 CFR PART 1926, APPLY 4,000 LB ACRE STRAW.ANCHOR STRAW BY TACKING WITH ASPHALT,NETTING,
SUBPART P. ENGINEERED FILL UNDER STRUCTURES 98% OPTIMUM TO OPTIMUM PLUS 3% NOT ACCEPTABLE ON THIS PROJECT. OR A MULCH ANCHORING TOOL.A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE APPURTENANCES,THE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL EXISTING UTILITIES NEAR THE
F. THE MINIMUM STANDARDS AS SET FORTH IN THE CURRENT EDITION OF"MANUAL ON AND BEHIND RETAINING WALLS 15.SEDIMENT TRAP AND BASINS SLOPES SHALL BE SEEDED IMMEDIATELY AFTER USED AS A MULCH ANCHORING TOOL. POINT OF CONNECTION AND NOTIFY OWNER'S ENGINEER OF ANY CONFLICTS OR DISCREPANCIES WITH DESIGN o
UNIFORM TRAFFIC CONTROL DEVICES"(U.S.DOT)SHALL BE FOLLOWED IN THE CONSTRUCTION TO PROMOTE STABLE SLOPES AS SOON AS POSSIBLE. INFORMATION SHOWN IN THESE PLANS.CONTRACTOR SHALL NOTIFY ENGINEER AND CHARLOTTE WATER INSPECTOR AT
DESIGN APPLICATION,INSTALLATION, MAINTENANCE AND REMOVAL OF ALL TRAFFIC ENGINEERED FILL UNDER 95R OPTIMUM PLUS OR MINUS 2% MAINTENANCE LEAST 48 HOURS IN ADVANCE OF SCHEDULED WORK.
PAVEMENT AREAS REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE.RESEED,REFERTIUZE AND MULCH
CONTROL DEVICES, WARNING DEVICES AND BARRIERS NECESSARY TO PROTECT THE 16.WHERE TEMPORARY DIVERSIONS ENTER SEDIMENT TRAPS AND BASINS,TEMPORARY SLOPE
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. z
PUBLIC AND WORKMEN FROM HAZARDS WITHIN THE PROJECT LIMITS. FILL IN LANDSCAPE AREAS 92% 2 TO SR ABOVE OPTIMUM DRAINS MAY BE NECESSARY BASED ON FIELD CONDITIONS. N. ALL GRAVITY SEWER PIPING SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE OWNER'S ENGINEER AND
G. ALL TRAFFIC CONTROL MARKINGS AND DEVICES SHALL CONFORM TO THE CHARLOTTE WATER PRIOR TO PLACEMENT OF AND PAVING AND AGAIN PRIOR TO OBTAINING CERTIFICATE OF
PROVISIONS SET FORTH IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AGGREGATE BASE MATERIAL OR IMPORTED GRANULAR SOIL IN BUILDING AND PAVED AREAS TABLE B.10C OCCUPANCY.CONTRACTOR TO NOTIFY THE ENGINEER AND SHARI.OTTE WATER 48 HOURS IN ADVANCE TO SCHEDULE
ONCE PLAN; INSPECTIONS.
PREPARED BY THE U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY SHALLBE COMPACTEDM AT LEAST THE FOLLOWING D-69 OD OF MAXIMUM DRY TEMPORARY SEEDING RECOMMENDATIONS FOR FALL
1. FOR THE TEMPORARY CONSTRUCTION ENTRANCE; MAINTAIN THE GRAVEL PAD IN A
ADMINISTRATION. DENSITY AND OPTIMUM MOISTURE CONTENT,PER ASTM D-698 MODIFIED OR AASHTO CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE SITE.THIS MAY REQUIRE 0. THE CONTRACTOR SHALL PERFORM ALL NECESSARY TESTING IN ACCORDANCE WITH CHARLOTTE WATER STANDARDS.
H. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY AND EQUIVALENT. SEEDING MIXTURE
PERIODIC TOPDRESSING WITH 2-INCH STONE.AFTER EACH RAINFALL,INSPECT ANY SAID TESTS ARE TO BE CERTIFIED BY THE ENGINEER OF RECORD AND SUBMITTED TO THE REGULATORY AGENCY FOR
ENFORCE ALL APPLICABLE SAFETY REGULATIONS.THE ABOVE INFORMATION HAS STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY.IMMEDIATELY SPFC,IFS RATE(LB/ACRES APPROVAL.COORDINATION OF TESTING AND NOTIFICATION OF ALL PARTIES IS THE CONTRACTOR'S RESPONSIBILITY.
BEEN PROVIDED FOR THE CONTRACTOR'S INFORMATION ONLY AND DOES NOT IMPLY MATERIAL COMPACTION RANGE REMOVE ALL OBJECTIONABLE MATERIALS SPILLED,WASHED OR TRACKED ONTO PUBLIC RYE(GRAIN) 120 H1"
AGGREGATE BASE MATERIAL OR 98% OPTIMUM PLUS OR MINUS 2%
THAT THE OWNER OR ENGINEER WILL INSPECT AND/OR ENFORCE SAFETY IMPORTED GRANULAR SOIL IN BUILDING ROADWAYS. P. ALL WATER MAINS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER. J
REGULATIONS. AND PAVEMENT AREAS 2. INSPECT SKIMMER SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT SEEDING DATES
MOUNTAINS AUG.15-DEC.150
I. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED (1/2 INCH OR GREATER)RAINFALL EVENT AND REPAIR IMMEDIATELY.REMOVE SEDIMENT 0. ALL WATER SYSTEM WORK SHALL CONFORM TO CHARLOTTE WATER STANDARDS AND SPECIFICATIONS.
AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN IT ACCUMULATES TO COASTAL PLAIN [[ LYY -I
UTILITIES AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE UTILITY AND PIEDMONT AUG.15-DEC.30 J W
COMPANIES PRIOR TO CONSTRUCTION TO OBTAIN FIELD LOCATIONS OF EXISTING L. IF SUB GRADE SOILS EXHIBIT PUMPING DURING COMPACTION,THE AREA SHALL BE ONE-HALF THE HEIGHT OF THE FIRST BAFFLE.PULL THE SKIMMER TO ONE SIDE SD THAT R. ALL ON SITE PVC WATER MAINS 4 INCHES THROUGH 12 INCHES SHALL BE IN ACCORDANCE WITH AWWAMEET C-900 AND F" J z r
UNDERGROUND UTILITIES. ALLOWED TO DRY UNTIL THE SOILS BECOME WORKABLE WITHOUT PUMPING.THE THE SEDIMENT UNDERNEATH CAN BE EXCAVATED.EXCAVATE THE SEDIMENT FROM THE SOIL AMENDMENTS SHALL BE CLASS 150 DR TB.ALL ON-SITE PVC WATER MAINS 2"TO 3"SHALL BE CLASS 1120 AND MEET Lll Z CON
J. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING MOISTURE CONTENT OF THE SOILS SHALL BE ADJUSTED TO PREVENT PUMPING, ENTIRE BASIN,NOT JUST AROUND THE SKIMMER OR THE FIRST CELL.MAKE SURE FOLLOW SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE REQUIREMENTS OF SDR 21 IN ACCORDANCE WITH ASTM D-2241.WATER MAINS SMALLER THAN 1 1/2'SHALL BE CLASS N z g N
M. EXPOSURE TO THE ENVIRONMENT MAY REDUCE THE STRENGTH OF SOILS IN FOOTING, VEGETATION GROWING IN THE BOTTOM OF THE BASIN DOES NOT HOLD DOW THE SKIMMER. 1120 OR 1220 SCHEDULE 80 AND MEET REQUIREMENTS OF ASTM D-1785. Z 0 (� 00 CO
I
FACILITIES, ABOVE OR BELOW GROUND,THAT MAY OCCUR AS A RESULT OF THE PLACE REMOVED SEDIMENT IN AN AREA WITH SEDIMENT CONTROLS. AND 1,000 LB/ACRE 10-10-10 FERTILIZER. -WORK PERFORMED BY THE CONTRACTOR CALLED FOR IN THIS CONTRACT. FLOOR SLAB,AND PAVED AREAS. IF THIS OCCURS,THE SOFTENED SOILS SHALL BE > V V W N
REMOVED AND REWORKED IMMEDIATELY PRIOR TO CONCRETE PLACEMENT.IF RAINFALL IS 3. REPAIR BAFFLES IF THEY ARE DAMAGED.RE-ANCHOR THE BAFFLES IF WATER IS FLOWING MULCH S. PVC PIPE FOR FIRE PROTECTION AWWA C900 CLASS 200 WITH AN SDR OF 14 OR LESS > I-- Z W c�0 N
K. ALL UNDERGROUND UTILITIES MUST BE IN PLACE AND TESTED OR INSPECTED PRIOR EXPECTED AT A TIME WHEN BEARING SOILS IN FOOTING AREAS ARE EXPOSED,A 2 TO 4 UNDERNEATH OR AROUND THEM.
TO BASE AND PAVEMENT CONSTRUCTION. INCH THICK LAYER OF LEAN CONCRETE MAY BE PLACED IN SUCH AREAS. THE SITE 4. IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASIN,USUALLY APPLY 4,000 LB/ACRE STRAW.ANCHOR STRAW BY TACKING WITH ASPHALT,NETTING, T. ALL DUCTILE IRON PIPE SHALL CONFORM TO THE REQUIREMENTS OF ANSI STANDARD A21.51,MINIMUM CLASS 50. ›- Z 0 Z�-
SHALL BE GRADED TO TRANSPORT SURFACE RUNOFF AWAY FROM THE STRUCTURES AND JERKING ON THE ROPE WILL MAKE THE SKIMMER BOB UP AND DOWN AND DISLODGE THE OR A MULCH ANCHORING TOOL.A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE JOINTS FOR DUCTILE IRON PIPE SHALL BE MECHANICAL OR PUSH-ON JOINTS. PIPE SHALL HAVE AN EXTERIOR a LLJ N
DEBRIS AND RESTORE FLOW.IF THIS DOES NOT WORK,PULL THE SKIMMER OVER TO THE USED AS A MULCH ANCHORING TOOL. BITUMINOUS COATING IN ACCORDANCE WITH ANSI A21.51.PIPE INTERIOR SHALL HAVE A CEMENT MORTAR LINING WITH } 1 J CD
III, RELI PLAN AND COORDINATETURALBUILDING,GEOMETRY BURET GREAT. WATER SHALL NOT BE ALLOWED TO ACCUMULATE(POND)AROUND SIDE OF THE BASIN AND REMOVE THE DEBRIS.ALSO CHECK THE ORIFICE INSIDE THE Z CC
A. PRELIMINARY ARCHITECTURAL AND PLUMBING PLANS HAVE NOT BEEN BUILDING PERIMETERS OR ON PAVED AREAS. AN ASPHALTIC SEAL COAT CONFORMING TO AWWA/ANSI C104/A21.4.THE WEIGHT AND CLASS DESIGNATION SHALL BE Q LL1 N __^
SKIMMER TO SEE IF IT IS CLOGGED; IF SO REMOVE THE DEBRIS. MAINTENANCE
RECEIVED BY ETAI. N. GENERALOTROCK EXCAVATION:VATDWITH
ROCK ISHALL O TH PS AS ANY MATERIAL WHICH PAINTEDALLIN WHITE ID ON THET EXTERIORLSURFACE P OF ALL PIPES AND FITTINGS.MANUFACTURER'S CODE OR SERIAL NUMBER O
CANNOT BE EXCAVATED WITH ATINGLE-TOOTH RIPPER DRAWN BY A CRAWLER 5. IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED,THE ORIFICE CAN BE.REMOVED AND REPAIR AND REFERTIUZE DAMAGED AREAS IMMEDIATELY.TOPDRESS WITH 50 LB/ACRE SHALL BE PROVIDED ON THE BELL OF EACH PIPE JOINT. � � = Z
C. SITE PLAN PREPARED R GTSI. THE OBSTRUCTION CLEARED WITH A PLUMBER'S SNAKE OR BY FLUSHING WITH WATER.BE OF NITROGEN IN MARCH.IF IT IS NECESSARY TO EXTENT TEMPORARY COVER BEYOND CIO LU ...I = Z
C. STRUCTURAL PLANS HAVE BEEN FIRE SAFETY
BY GTSI. TRACTORDS HAVING(CATERPILLAR MINIMUM DRAW BAR ENT).RATED LU NOT LESS THAN EXCAVATION
SURE AND REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER. JUNE 15,OVERSEER WITH 50 LB ACRE KOBE(PIEDMONT AND COASTAL PLAIN)OR O _
D. ELECTRICAL,MECHANICAL, AND SAFETY PLANS HAVE NOT BEEN RECEIVED BY POUNDS EN OR EQUIVALENT).THE VOLUME OF ROCK EXCAVATION SHALL / U. ALL DUCTILE FITTINGS SHALL BE MECHANICAL JOINT WITH A MINIMUM PRESSURE RATING OF 250 PSI AND SHALL N Q O
BE DETERMINED BY A UCENSEO SURVEYOR BY THE AVERAGE END AREA METHOD.THE 6. CHECK THE FABRIC SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED REPAIRS WITH KOREAN(MOUNTAINS)LESPEDEZA IN LATE FEBRUARY OR EARLY MARCH. CONFORM TO THE REQUIREMENTS OF ANSI/AWWA STANDARD A21.10/C110.ALL FITTINGS SHALL BE COATED AND LINED N. 06 < > O
GTSI. CONTRACTOR SHALL SUBMIT TO THE ENGINEER A SCALED PLAN WITH SUFFICIENT FABRIC THAT SPANS THE FULL WIDTH OF THE SPILLWAY,CHECK THE EMBANKMENT, AS SPECIFIED ABOVE FOR DUCTILE IRON PIPE. n C 0 VE
E. BOUNDARY SURVEY PREPARED BY R.B.PHARR h ASSOCIATES,P.A„OF ELEVATION POINTS TO ACCURATELY DEFINE THE VOLUME OF ROCK EXCAVATED.THE SPILLWAYS AND OUTLET FOR EROSION DAMAGE AND INSPECT THE EMBANKMENT FOR C
Z
CHARLOTTE,NC. DEPTH OF ROCK SHALL BE DEFINED AS FROM TOP OF ROCK TO THE CONTRACT PIPING SETTLEMENT.MAKE ALL NECESSARY REPAIRS IMMEDIATELY.REMOVE ALL TRASH PERMANENT SEEDING REQUIREMENTS PER NCDENR EROSION AND V. CONTRACTOR SHALL INSTALL TEMPORARY BLOWOFFS AT THE END OF WATER SERVICE LATERALS TO BUILDINGS TO Y
F. ALL POINTS AND MONUMENTS SHALL BE SURVEYED UPON MOBILIZATION TO VERIFY SPECIFIED ELEVATION FOR EXCAVATION.CONTRACTOR SHALL BE COMPENSATED FOR ROCK AND OTHER DEBRIS FROM THE RISER AND POOL AREA. SEDIMENT CONTROL PLANNING AND DESIGN MANUAL ASSURE ADEQUATE FLUSHING AND DISINFECTION. 0
THEIR ACCURACY.ANY DISCREPANCIES DISCOVERED MUST BE BROUGHT TO THE EXCAVATION AS DEFINED HEREIN IN ACCORDANCE WITH CONTRACT UNIT PRICES. 7. FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN.SOME SPECIAL TABLE 6.11K N
ATTENTION OF THE ENGINEER IN WRITING. PRECAUTIONS SHOULD BE TAKEN IN THE WINTER TO PREVENT THE SKIMMER FROM PERMANENT SEEDING FOR STEEP SLOPES OR POOR SOILS; LOW MAINTENANCE W. THRUST BLOCKING SHALL BE PROVIDED AT ALL FITTINGS AND HYDRANTS IN ACCORDANCE WITH CHARLOTTE WATER.
G. MONUMENTS AND OTHER SURVEY CONTROL POINTS SHALL BE PROTECTED FROM -OR1W1 PLUGGING WITH ICE. Q
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DAMAGE AND DISTURBANCE.IF ANY CONTROL POINTS ARE DAMAGED OR A. ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE PIPE UNLESS OTHERWISE 8. FOR RIPRAP CHANNELS; INSPECT CHANNELS AT REGULAR INTERVALS AS WELL AS AFTER SEEDING MIXTURE X. POINTS OF CONNECTION OF TIE EXTERNAL WATER LINES ARE TO COINCIDE WITH THE BUILDING PLUMBING AS C[
DISTURBED,IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE NOTED ON PLANS.ALL DRAINAGE STRUCTURES SHALL BE IN ACCORDANCE WITH NCDOT MAJOR RAINS AND REPAIRS PROMPTLY.GIVE SPECIAL ATTENTION TO THE OUTLET AND SPECIES RATE(I R/ACRE), SHOWN ON THE BUILDING PLUMBING PLANS.CONNECTION LOCATIONS SHOWN ON THESE PLANS ARE APPROXIMATE.
STANDARDS UNLESS OTHERWISE NOTED. INLET SECTIONS AND OTHER POINTS WHERE CONCENTRATED FLOW ENTERS.CAREFULLY TALL FESCUE 100 LL1
ENGINEER AND REPLACE THE CONTROL POINTS TO THEIR ORIGINAL CONDITION AT CHECK STABILITY AT ROAD CROSSINGS AND LOOK FOR INDICATIONS OF PIPING,SCOUR SERICEA LESPEDEZA 30 Y. FIRE LINES TO BUILDINGS SHALL BE INSTALLED BY A CONTRACTOR DULY LICENSED BY THE STATE FIRE MARSHALL'S
HIS OWN EXPENSE. B. PIPE LENGTHS SHOWN ARE APPROXIMATE AND TO CENTER OF DRAINAGE STRUCTURE OR HOLES OR BANK FAILURES.MAINTAIN ALL VEGETATION ADJACENT TO THE CHANNEL IN A KOBE LESPEDEZA 10
H. ALL ELEVATIONS REFER TO THE NATIONAL GEODETIC VERTICAL DATUM. TO THE END OF THE PIPE.CONTRACTOR SHALL VERIFY ALL QUANTITIES PRIOR TO HEALTHY VIGOROUS CONDITION TO PROTECT THE AREA FROM EROSION AND SCOUR OFFICE.CONTRACTOR TO VERIFY REQUIREMENTS PRIOR TO CONSTRUCTION.
I. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES,STRUCTURES AND SUBMITTAL OF BID. DURING OUT-OF-BANK FLOW. SEEDING NOTES Z. ALL COMPONENTS OF THE WATER SYSTEM,INCLUDING FITTINGS,HYDRANTS,CONNECTIONS,AND VALVES SHALL
OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE 9. INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL.MAKE 1. IN EASTERN PIEDMONT ADD 25 LB/ACRE PENSACOLA BAHIAGRASS OR 10 LB/ACRE REMAIN UNCOVERED UNTIL PROPERLY INSPECTED AND ACCEPTED BY THE OWNER'S ENGINEER AND CHARLOTTE WATER.
AT THE TIME OF PREPARATION OF THESE PLANS.THE CONTRACTOR SHALL VERIFY C. ALL DRAINAGE STRUCTURE GRATES AND COVERS SHALL BE AS PER NCDOT STANDARDS ANY REQUIRED REPAIRS IMMEDIATELY. COMMON BERMUDAGRASS.USE COMMON BERMUDAGRASS ONLY WHERE IT IS UNIN-
UNLESS OTHERWISE NOTED. 10.SHOULD THE FABRIC OF THE SEDIMENT FENCE COLLAPSE,TEAR,DECOMPOSE OR BECOME PRESSUREWNER'S TESTSINESHALL 'I R ACCORDANCE WITH S48CHARLOTTE WATER SPECIFICATIONS.CONTRACTORING NOTIFY m o
THE LOCATIONS,ELEVATIONS AND DIMENSIONS OF ALL EXISTING UTILITIES, INEFFECTIVE,REPLACE IT PROMPTLY. LIKELY TO BECOME A PEST OWNER'S ENGINEER AND CHARLOTTE WATER INSPECTORS 48 HOURS IN ADVANCE OF PERFORMING TESTS. x N
STRUCTURES AND OTHER FEATURES AFFECTING THIS WORK PRIOR TO 2. AFTER AUG.15 USE IFIED SERICEA SEED 0 o
D. ALL STORM DRAINAGE PIPING SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE Ti,REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME 3. WHERE A NEAT APPEARANCE IS DESIRED,OMIT SERICEA AND SUBSTITUTE 40 a
CONSTRUCTION. FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE.TAKE CARE TO AVOID AA. DISINFECTION: SHALL CONFORM TO AWWA C651,ALL NEW WATER MAINS SHALL BE DISINFECTED AFTER THEY HAVE ()
OWNER'S ENGINEER PRIOR TO THE PLACEMENT OF BACKFILL.CONTRACTOR TO NOTIFY THE LB/ACRE BAHIAGRASS OR 15 LB/ACRE BERMUDAGRASS. BEEN PRESSURE TESTED.THE MAIN SHALL BE THOROUGHLY FLUSHED AT A RATE OF 2 FEET PER SECOND WITH CLEAN m lu Z
J. UPON COMPLETION OF CONSTRUCTION,THE CONTRACTOR SHALL FURNISH OWNER'S ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE INSPECTIONS. UNDERMINING W
THE FENCE DURING CLEANOUT, 4. TO EXTEND SPRING SEEDING DATES INTO JUNE,ADO 15 LB/ACRE HULLED TER- WATER AFTER H ARTS PER MILLION SHALL BE INDUCED.TIE CHLORINE SOLUTION ICH A CHLORINE SOLUTION OF 50 PARTS o Li
WITH COMPLETE AS-BUILT'INFORMATION CERTIFIED BY A REGISTERED REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT
T DEPOSITS AN D BRING THE
AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN MUDAGRASS. HOWEVER,IT IS PREFERABLE TO SEED TEMPORARY COVER AND SEED SHALL REMAIN IN THE LINES FORA MINIMUM OF 24 HOURS.THE LINES SHALL AGAIN BE FLUSHED AT A RATE OF 2 Y 1
LAND SURVEYOR.THIS"AS-BUILT INFORMATION SHALL BE PRODUCED ON AUTOCAD E. THE CONTRACTOR SHALL MAINTAIN AND PROTECT FROM MUD,DIRT,DEBRIS,ETC.THE FESCUE IN SEPT. FEET PER SECOND WITH CLEAN WATER UNTIL THE CHLORINE RESIDUAL IS REDUCED TO THAT OF THE SUPPORTING w z
VERSION 12,OR LATER,AND UPON COMPLETION,THE CONTRACTOR SHALL STORM DRAINAGE SYSTEM UNTIL FINAL ACCEPTANCE OF THE PROJECT.THE CONTRACTOR PROPERLY STABILIZED. SYSTEM.SAMPLES SHALL BE THEN COLLECTED AND TESTED FOR COLIFORM BACTERIA.ANALYSIS SHALL BE BY A STA7k my+
FURNISH GROUND TECH WITH DISKS OF ALL DRAWINGS,ONE SET OF REPRODUCIBLE MAY BE REQUIRED TO RECLEAN PIPES AND INLETS FOR THESE PURPOSES. 13.INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL. NURSE PLANTS CERTIFIED LABORATORY USING THE MULTIPLE TUBE FERMENTATION METHOD.ONE SAMPLE SHALL BE COLLECTED FROM C
IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION
MYLARS,AND FIVE SETS OF BLUEPRINTS. THE"AS-BUILT"INFORMATION SHALL RIDGE,CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED.WHEN THE BETWEEN MAY 1 AND AUG.15,ADD 10 LB/ACRE GERMAN MILLET OR 15 LB/ACRE EACH DEAD END SEGMENT OF THE PIPELINES INSTALLED.IF BACTERIA OF ANY TIME IS FOUND,THE TEST SHALL BE Z
CLEARLY AND ACCURATELY REPRESENT ALL CONSTRUCTED ITEMS INCLUDING,BUT VW. FTEOSID I I'TY/TuRBID COMM AREA PROTECTED IS PERMANENTL STABIUZED,REMOVE THE RIDGE AND CHANNEL TO SUDANGRASS. PRIOR TO MAY 1 OR AFTER AUG.15 AND 40 LB/ACRE RYE(GRAIN) REPEATED UNTIL THE UNES ARE CLEAN. O
NOT LIMITED TO: V BLEND WITH NATURAL GROUND LEVEL AND APPROPRIATELY STABILIZE IT. _ p
1. ELEVATIONS OF ALL STORM SEWER AND SANITARY SEWER STRUCTURE BOTTOMS, A. THE INSTALLATION OF TEMPORARY EROSION CONTROL BARRIERS SHALL BE COORDINATED 14.INSPECT CHECK DAMS AND CHANNELS AT LEAST WEEKLY AND AFTER EVERY SIGNIFICANT SEEDING DATES B8. WATER MAIN SHALL HAVE 14 GA.BLUE COATED TRACER WIRE ON ALL SERVICES AND MAINS BURIED OVER THE SM
WITH THE CONSTRUCTION OF THE PERMANENT EROSION CONTROL FEATURES TO THE BEST POSSIBLE WATER MAIN.Z I- L�
TOPS, AND INVERTS. (1/2-INCH OR GREATER)RAINFALL EVENT AND REPAIR IMMEDIATELY.CLEAN OUT ,3
EXTENT NECESSARY TO ASSURE ECONOMICAL,EFFECTIVE AND CONTINUOUS CONTROL OF FALL: AUG.25-SEPT.15 AUG.20-OCT.25 E Q
2. FIELD MEASURED LENGTHS OF PIPES FOR ALL INSTALLED UTILITIES,CONDUITS, SEDIMENT,STRAW,LIMBS OR OTHER DEBRIS THAT COULD CLOG THE CHANNEL WHEN
EROSION AND WATER POLLUTION THROUGHOUT THE LIFE OF THE CONSTRUCTION PHASE. NEEDED.
SLEEVES,ETC. B. THE TYPE OF EROSION CONTROL BARRIERS USED SHALL BE GOVERNED BY THE NATURELATE WINTER: FEB.15-MAR.21 FEB.1 -APR.15 U to-
15. o
3.LOCATIONS OF ALL STRUCTURES,PIPES,CONDUITS,SLEEVES,ETC. ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND EROSION FROM
4. CALCULATED SLOPE OF ALL SANITARY SEWER AND STORM SEWER LINES. OF THE CONSTRUCTION OPERATION AND SOIL TYPE THAT WILL BE EXPOSED. SILTY HIGH FLOWS AROUND THE EDGES OF THE DAM.CORRECT ALL DAMAGES IMMEDIATELY.IF CC. FIRE HYDRANTS SHALL BE PLACED A MINIMUM DISTANCE OF 6' FROM EOP AND HAVE A CLEAR SPACE OF 3'
5. HORIZONTAL AND VERTICAL CONTROL OF ALL WATER MAIN FITTINGS AND AND CLAYEY MATERIAL USUALLY REQUIRE SOLID SEDIMENT BARRIERS TO PREVENT SIGNIFICANT EROSION OCCURS BETWEEN THE DAMS ADDITIONAL MEASURES CAN BE TAKEN FALL IS BEST FOR TALL FESCUE AND LATE WINTER LESPEDEZAS. OVERSEEDING OF FROM ANY PERMANENT STRUCTURES. -
V
APPURTENANCES, AND HORIZONTAL AND VERTICAL CONTROL ON THE TOP OF TURBID WATER DISCHARGE,WHILE SANDY MATERIAL MAY NEED ONLY SILT SILT FENCE TO SUCH AS INSTALLING A PROTECTIVE RIP RAP LINER IN THAT PORTION OF THE CHANNEL. KOBE LESPEDEZA OVER FALL-SEEDED TALL FESCUE IS VERY EFFECTIVE. USE (..) ec o
PREVENT EROSION.FLOATING TURBIDITY CURTAINS SHALL BE USED IN OPEN WATER 16.REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE UNHULLED BERMUDAGRASS SEED IN FALL. DD.WATER VALVES SHALL COMPLY WITH APPROPRIATE AWWA STANDARDS. o
WATER MAINS AT ALL CROSSINGS,AND A MINIMUM OF EVERY 200 LINEAR FEET SITUATIONS.DIVERSION DITCHES OR SWALES MAY BE REQUIRED TO PREVENT TURBID TO CHANNEL VEGETATON,ALLOW THE CHANNEL TO DRAIN THROUGH THE STONE CHECK 1.GATE VALVES 2-INCHES: SHALL CONFORM TO ANSI/AWWA A21.11/C111 FOR CAST IRON BODIED,BRONZE MOUNTED, I_i_I
OF PIPE. STORM WATER RUNOFF FROM BEING DISCHARGED TO WETLANDS OR OTHER WATER DAM,AND PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER THE DAM.ADD SOIL AMENDMENTS PARALLEL DOUBLE DISC,NON RISING STEM VALVES.VALVES SHALL BE RATED AT 200 PSIG WORKING PRESSURE Il
6.HORIZONTAL AND VERTICAL CONTROL OF ALL TOP OF BANKS, TOE OF SLOPES, BODIES.IT MAY BE NECESSARY TO EMPLOY A COMBINATION OF BARRIERS,DITCHES AND STONES TO DAM AS NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION. APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS,OR APPLY 4,000 LB/ACRE AND 400 PSIG TEST PRESSURE.END CONNECTIONS SHALL BE STANDARD FEMALE IRON PIPE THREADS OR
ALL GRADE BREAKS,BUILDINGS,PONDS,ETC. OTHER EROSION/TURBIDITY CONTROL MEASURES IF CONDITIONS WARRANT. GROUND AGRICULTURAL LIMESTONE AND 1,000 LB/ACRE 10-10-10 FERTILIZER. ANSI/AWWA A21.11/C111 MECHANICAL JOINTS FOR BURIED LOCATIONS ADN ANSI B16.1 FLANGES FOR EXPOSED
K. ALL DIMENSIONS SHOWN ON PLAN ARE TO FACE OF BUILDING,EDGE OF PAVEMENT, C. CONSTRUCTION OPERATIONS IN OR ADJACENT TO WETLANDS SHALL BE RESTRICTED TO LOCATIONS.VALVE OPERATOR SHALL BE A 2 INCH SQUARE NUT FOR BURIED LOCATIONS AND STANDARD 2 F
CENTERLINE OF STRUCTURE,OR END OF PIPE UNLESS NOTED OTHERWISE. THOSE AREAS IDENTIFIED IN THE PLANS AND IN THE SPECIFICATIONS. MULCH HANDWHEEL FOR EXPOSED LOCATIONS.ALL VALVES SHALL BE OPEN LEFT. In 2
D. EXCEPT AS NECESSARY FOR CONSTRUCTION,EXCAVATED MATERIAL SHALL NOT BE APPLY 4,D00-5000 LB/ACRE GRAIN STRAW,OR EQUIVALENT COVER OF ANOTHER 2.GATE VALVES 6-INCHES THROUGH 16-INCHES: SHALL CONFORM TO AWWA C509 FOR BRONZE MOUNTED,RESILIENT
DEPOSITED IN WETLANDS OR IN A POSITION CLOSE ENOUGH THERETO TO BE WASHED G.S. 113A-57(2),THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO SUITABLE MULCHING MATERIAL. ANCHOR MULCH BY TACKING WITH ASPHALT,ROVING, SEATED,CAST IRON BODIED GATE VALVES.VALVE BODY SHALL BE RATED FOR 200 PSIG WORKING PRESSURE AND m
AWAY BY HIGH WATER OR RUNOFF. GREATER THAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR OR NETTING. NETTING IS THE PREFERRED ANCHORING METHOD ON STEEP SLOPES. 400 PSIG TEST PRESSURE.PROVIDE VALVE WITH SOLID WEDGE,NON RISING STEM CONSTRUCTION.VALVES SHALL w
IVIOLITION E. THE CONTRACTOR SHALL SCHEDULE HIS OPERATIONS SUCH THAT THE AREA OF OTHER ADEQUATE EROSION-CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, EBE SEALED RUBBER"0"RING SEALS BOTH ABOVE AND BELOW THE THRUST RING.VALVES STEMS SHALL BE OF a L.A. THE CONTRACTOR SHALL CLEAR AND GRUB ONLY THOSE PORTIONS OF THE SITE UNPROTECTED ERODIBLE EARTH EXPOSED AT ANY ONE TIME IS NOT LARGER THAN THE SLOPES LEFT EXPOSED SHALL,WITHIN 14 CALENDAR DAYS OF COMPLETION OF ANY MAINTENANCE BRONZE.INTERIOR OF THE VALVES SHALL BE COATED IN ACCORDANCE WITH AWWA C550.END CONNECTIONS SHALL Ea
NECESSARY FOR CONSTRUCTION. DISTURBED AREAS WILL BE SEEDED, MULCHED, UNPROTECTED IN THE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE. MAY BE CONFORM TO ANSI/AWWA AS2.22/C111 MECHANICAL JOINTS FOR BURIED LOCATIONS AND ANSI B16.1 FLANGES FOR w
SODDED OR PLANTED WITH OTHER APPROVED LANDSCAPE MATERIAL IMMEDIATELY MINIMUM AREA NECESSARY FOR EFFICIENT CONSTRUCTION OPERATIONS,AND THE PHASE OF GRADING,BE PLANTED OR OTHERWISE BE PROVIDED WITH TEMPORARY OR MOWED ONCE OR TWICE A YEAR,BUT MOWING IS NOT NECESSARY. RESEED,FERTILIZE EXPOSED LOCATIONS.VALVE OPERATORS SHALL BE 2 INCH SQUARE NUTS FOR BURIED LOCATIONS OR STANDARD
DURATION OF EXPOSED,UNCOMPLETED CONSTRUCTION TO THE ELEMENTS SHALL BE AS PERMANENT GROUND COVER,DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN
FOLLOWING CONSTRUCTION. LAND MULCH DAMAGED AREAS IMMEDIATELY. HANDWHEEL FOR EXPOSED LOCATIONS.ALL VALVES SHALL BE OPEN LEFT.IN LINE VALVES TO BE INSTALLED EVERY
SHORT AS PRACTICABLE.CLEARING AND GRUBBING SHALL BE SO SCHEDULED AND EROSION.
B. THE TOP 6"OF GROUND REMOVED DURING CLEARING AND GRUBBING SHALL BE PERFORMED THAT GRADING OPERATIONS CAN FOLLOW IMMEDIATELY THEREAFTER,AND 2000 FEET OR EVERY OTHER HYDRANT. ,,,,,,
STOCKPILED AT A SITE DESIGNATED BY THE OWNER OR THE OWNER'S ENGINEER TO GRADING OPERATIONS SHALL BE SCHEDULED AND PERFORMED THAT PERMANENT G.S. 113A-57(3),PROVISIONS FORA PERMANENT GROUND COVER SUFFICIENT TO NIES. EE.WATER MAINS SHALL BE SUBJECT TO BOTH A PRESSURE TEST AND A LEAKAGE TEST.THE CONTRACTOR MAY BE .���'(N CARD''„,
BE USED FOR LANDSCAPING PURPOSES, UNLESS OTHERWISE DIRECTED BY THE EROSION CONTROL FEATURES CAN FOLLOW IMMEDIATELY THEREAFTER IF CONDITIONS ON RESTRAIN EROSION MUST BE ACCOMPLISHED WITHIN 15 WORKING DAYS OR 90 DE-WATERING: THE CONTRACTOR SHALL AT ALL TIMES PROVIDE AND MAINTAIN BILLED FOR THE AMOUNT OF WATER USED. pQ'gi ,p/
OWNER OR THE OWNER'S ENGINEER.REMAINING EARTHWORK THAT RESULTS FROM THE PROJECT PERMIT. CALENDAR DAYS FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT, AMPLE MEANS AND EQUIPMENT WITH WHICH TO REMOVE AND PROPERLY DISPOSE OF 1.PRESSURE TEST: SHALL CONFORM TO AWWA STANDARD C605 FOR PVC PIPE AND AWWA C600 FOR DUCTILE IRON. �,OE [f•?�:
CLEARING AND GRUBBING OR SITE EXCAVATION IS TO BE UTILIZED ON-SITE IF F. THE CONTRACTOR SHALL PROVIDE ROUTINE MAINTENANCE OF PERMANENT AND WHICHEVER PERIOD IS SHORTER. ANY AND ALL WATER ENTERING THE EXCAVATION OR OTHER PARTS OF THE WORK THE TEST PRESSURE SHALL BE 200 PSIG AND THE DURATION OF THE TEST SHALL BE NOT LESS THAN 2 HOURS /: / I E L
REQUIRED, PROVIDED THAT THE MATERIAL IS DEEMED SUITABLE FOR CONSTRUCTION TEMPORARY EROSION CONTROL FEATURES UNTIL THE PROJECT IS COMPLETE AND ALL AND KEEP ALL EXCAVATIONS DRY UNTIL SUCH TIME AS PIPE LAYING AND GRADING OR MORE THAN 24 HOURS.THE DURATION OF THE TEST WILL BE DETERMINED BY THE COUNTY ENGINEER AS THE �I:Y S -
BY THE OWNER'S SOILS TESTING COMPANY.EXCESS MATERIAL IS TO BE EITHER DISTURBED SOILS ARE STABILIZED. IS COMPLETED AND STRUCTURES TO BE BUILT THEREIN ARE COMPLETED. TEST PROGRESSES.PRESSURE SHALL NOT BE ALLOWED TO VARY MORE THAN 5 PSIG DURING THE TEST. = 3T005
STOCKPILED ON THE SITE AS DIRECTED BY TIE OWNER OR OWNER'S ENGINEER,OR 2.LEAKAGE TEST: SHALL BE CONDUCTED ALONG WITH THE PRESSURE TEST.LEAKAGE WILL BE DEFINED AS THE - 9
REMOVED FROM THE SITE.THE CONTRACTOR IS RESPONSIBLE FOR ACQUIRING ANY NO WATER SHALL BE ALLOWED TO RISE AROUND THE PIPE IN UNBACKFILLED AMOUNT OF WATER THAT MUST BE SUPPLIED TO THE NEWLY LAID UNES TO MAINTAIN THE TEST PRESSURE WITHIN Q•., 1� .,
TRENCHES NOR SHALL IT BE ALLOWED TO RISE OVER MASONRY UNTIL THE A 5 PSIG RANGE OVER A SPECIFIED PERIOD OF TIME.ALLOWABLE LEAKAGE WILL BE COMPUTED BY THE FOLLOWING
PERMITS THAT ARE NECESSARY FOR REMOVING EXCESS EARTHWORK FROM THE CONCRETE OR MORTAR HAS SET(MINIMUM 24 HOURS). ALL WATER PUMPED OR FORMULA: %02 F•NGINE..„,.0'' J;,
SITE. DRAINED FROM THE WORK SHALL BE DISPOSED OF IN SUCH A MANNER AS TO �,N 'N;•BP ;
C. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIALS SHALL BE DISPOSED OF =(5)(D)(SORT P)/148,000 ,,q Q.`",
PREVENT SILTATION ABSAND EROSION TO ADJACENT PROPERTY OR OTHER WHERE:
OFF-SITE IN ACCORDANCE WITH APPLICABLE REGULATORY AGENCY REQUIREMENTS CONSTRUCTION. L=ALLOWABLE LEAKAGE IN GALLONS PER HOUR /I"�I
OR AS DIRECTED BY THE OWNER OR THE OWNER'S ENGINEER. S=LENGTH OF PIPE TESTED,IN FEET
D=NOMINAL DIAMETER OF PIPE IN INCHES SHEET
P=TEST PRESSURE IN PSIG
BUT NOT MORE THAN: 12.1 GALLONS PER INCH OF DIAMETER PER MILE OF PIPE PER 24 HOURS BASED ON C6.0
200 PSI TEST PRESSURE. y
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Overall royal As Of The provided by the design engineer.
PP This review was done using the 2067 HWY 16 BUSINESS
Followir g Date 3/1/2024 minimum acceptable standards of DENVER,NC 28037
the applicable jurisdiction. KM W '%D NCPHG 704-987-8378 s
ECP-5000134 e #L183
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LOT 2
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VICINITY MAP
EROSION & SEDIMENT CONTROL PLAN NOT TO SCALE
MECKLENBURG COUNTY, NC
DEVELOPMENT CONTACTS
EPM # : ECP-50013 1,a,'
LAND OWNER: ZACHARY HOULE & LEAH ESSINK
SITE INFORMATION , 3821 SKY HAVEN DRIVE °z
CHARLOTTE, NORTH CAROLINA 28209
DEVELOPMENT DATA
Ph: [phone]
-- - Z
TOTAL ACREAGE:
0.4793 AC 20,877 SQ FT _
LOT 2 1711 BRANDYWINE OR DEVELOPER: KOVALINSKIY DESIGN, LLC
(PER BOUNDARY SURVEY)
-- __---- 4000 HOODRIDGE ROAD d
TAX PARCEL ID: 19347170 EXISTING FENCE MINT HILL, NORTH CAROLINA 28227
TO REMAIN �4
EXISTING ZONING: R-12(NO UPDATED ZONING) Ph: [phone] CC cC Lr1 U
EXISTING USE: VACAT
COUNTY: ME KLENBURG C 0 O H 0 J T�
UTILITIES: PUBLIC WATER LLJ Z c
PUBLIC SEWER ENGINEER: GROUND TECHNOLOGICAL SERVICES, INC. z t-' Z g N
N
co OD
WATERSHED: MCALPINE , 2067 N NC-16 BUSINESS HWY > 0 0 — Lu N rn
TOWNSHIP: MATTHEWS DENVER, NORTH CAROLINA 28037 I— Z LU C7 U N
FEMA MAP: PANEL 3710459000K UOS Ph: [phone] > Z p = Z 4
5,727 SQ
OR.1315 ACRES Z w � } 0 LL J -
- SITE CONTACT: VITALIY KOVALINSKIY Q — w W O = v
J 4000 HOODRIDGE ROAD CC 0 = Z 2 H
MINT HILL, NORTH CAROLINA 28227 00 1,1J H- _J o Z
ZACHARYTHOULE& Pb: [phone] n- O Nr
LEAH ESSINK '- Z Y
DB 38451-304 SURVEYOR: R.B. PHARR & ASSOCIATES, P.A. 0
PIN 19347170 (PLAT) 969 E. 7TH STREET, SUITE 100 ril
MECKLENBURG COUNTY CHARLOTTE, NORTH CAROLINA 28204 0
EROSION CONTROL & WATER Ph: [phone] CC
QUALITY INSPECTOR: °E.❑
SURVEYOR: RICHARD BROOKS, PLS
CHANELL HATCH [phone] (TOPOGRAPHY) P.O. BOX 12311 N
�i CHARLOTTE, NORTH CAROLINA 28220
Pb: [phone] 0
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INDEX OF SHEETS 1 ct
m
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U
.� CV COVER SHEET t C1.O SITE PLAN
24"VALLEY CURB C2.O EROSION & SEDIMENT CONTROL PLAN, PHASE I °
C2.1 EROSION & SEDIMENT CONTROL PLAN, PHASE II 0
811 ® C3.O SITE GRADING PLAN °
C4.O PRE—DEVELOPMENT DRAINAGE AREA MAP
C4.1 POST—DEVELOPMENT DRAINAGE AREA MAP
11, C5.O EROSION & SEDIMENT CONTROL DETAILS
C5.1 NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING
Know what's below. C5.2 NCGO1 SELF—INSPECTION, RECORDKEEPING AND REPORTING _ SEAL
Call before you dig. C6.O SPECIFICATIONS os1oo52 �' �
CALL 1.600.632.4949 OR 811 - °.l••FNciNEE4 oJQ•'.
WWW.NC811.ORG GRAPHIC SCALE ,4'q H BP's'
30 0 15 30 60 "'
NC ONE-CALL CENTER
IT'S THE LAW! 1 INCH= 30 FEET ‘tts J SHEET
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