NCC241522_Site Plan or Location Map_20240520

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MINT HILL Ground
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Note:th'•review wa!-Cried out DANIEL RAUIZ AND WIFE,
TERRY FLOWE 8'
Plan Sheetis Part Of The based the information DB 18464-17 se-
prov'ed by the design engineer. RN I39371161 414
Overall API royal As Of The T review. was done using the /\ VACANT LOT
Following Date 4/30/2024 inimum acceptable standards of / \ ^' 2067 N NC 16 BUSINESS HVVY
the applicable jurisdiction. 'V DENVER, 83737
/ PH 704E98787:YC378
'W LICENSE:NC -1915
ers
ECP 00018 '`� / \ t $ 0
? / \ CIVIL ENGINEERING
Z MATERIALTESTING
CAISSON FOUNDATIONS
ENVIRONMENTAL
Land Develiament-Jonathan Rett-Approved-4/15/2024 0 \ a
�t3'� � GEOTECHNICAL ENGINEERING
I
County Storr Water-Melonee Brock-Approved as No :-
// \ '\ ,t
4/29/2024 / / -'�\ 4
EHS Wells V aste Water-Jeremy Michelone-Ar.roved as Iv i
/ // �,\ $
Noted-4/1/2024 / MECKLENBURG COUNTY// /� /�� cuNDARass co
ENVIRONMENTAL HEALTH / DB 04213-9 2 00
/ 4 PIN 13904114ID 48
SEPTIC PERMIT: 30012178 /�// 7 // ,-- SINGLE FAMILY RESIDENTIAL o
'' �PNR /\ // /// \\ *�0
\\ \`\ I I 4 VICINITY MAP
\\ \ I t 6891C DANIEL NAM AND WIFE,
\ BOILDNC365 INC I\ \ \ Fl� \ TERRY FLUME NOT TO SCALE
DB 38495-558 t DB 18464-17
\ PIN 13904227 \ \ \ FIN 13904180
SINGLE FAMILY \\ \ \t\ \ Y1 SINGLE FAMILY RESIDENTIAL
\ RESIDENTIAL \ \ \\\ \ ) \'
N \\ \\ \ \ \ , DEVELOPMENT INFORMATION:
ALB(SEY$VICTORIA \ \` \
Lu
Jj DB 38483-860 s �• \cam+ YURIY KORNIYENKO vi
3601 WHITE SWAN CT
PIN 1390422fi MANIFOLD INDIAN TRAIL,NORTH CAROUNA 28079 V.
.p� PRESSURE OWNER/DEVELOPER: /BUILDNC365.INC. _
SINGLE FAMILY N \
Email:bulldnc3650gmoii.com
�' hy� RESIDENTIAL \S}- \ I Phone:[phone]
APPROXIMATE 6411 s \\ I I \\ MECKLENBURG COUNTY 13904227
TAX PARCEL ID: o
CL OF TRIBUTARY \ l I LOT INFORMATION: LOT 24 8525 MAX MEADOWS DR 4.981 AC 216,969 SO FT
TO CLEAR CREEK \ I IWLLIMI L 8�, °z
ZONING: •
R(RESIDENTIAL) `
\ ' I . TRUSTEE DB 32577-722
\ I /--- PIN 13904123
SINGLESETBACK INFORMATION:
yy FAMILY RESIDENTIAL FRONT: 60 FT
4AR
IsREAR: 50 FT Z
ACCESS\ I 8'I-- $% / SIDE: 20 FT Q
+S' UTILITIES: PRIVATE WELL p,,,
4655 e PRIVATE SEPTIC Ili _IN
,M L STREAM WATERSHED: CLEAR CREEK 0
WAM�' TRUSTEE DB 32577-722 DC
t� POST-CONSTRUCTION DISTRICT: YADKIN 417
vy PIN 13904178
moo" VACANT LOT PROPOSED IMPERVIOUS AREA: 5,061 SF � Z N UU 0
"g@"9� �4 y 0 Q z -> Z N
`t9 / Q w J coWJN-
PROPOSED I� - LLI J Z H in-.
PRIVATE WELL �jT \ `�
LOCATI�O/N/�\ 'D \ r j GENERAL NOTES: I 5 Z
co
1`G. .\ Qay ^/ ) c 1. THIS MAP IS NOT A CERTIFIED SURVEY.PROPERTY BOUNDARIES SHOWN ¢ Vl Z m Q
HEREON ARE PER MAJOR SUBDIVISION PLAT ARUNGTON HILLS-MAP 2 Z
�to g, fa,?0l /7 / I (B70-P838)DATED JUNE 3,2022 AND PROVIDED BY THE ISSACS 06 co z
GROUP,OF CHARLOTTE,NC.TOPOGRAPHY SHOWN HEREON IS PER N Z
LIMITS OF 55. 6 / / / f �EN 73 5666---605LLC MECKLENBURG COUNTY GIS.
DISTURBANCE / / J PIN 13904228 —
2. LOT 24 IS NOT LOCATED WITHIN A DESIGNATED FLOOD PLAIN PER FEMA —
a0 / / / / VACANT LOT MAP PANEL 3710552200L,EFFECTIVE DATE FEBRUARY 19,2014. O
=1.35 AC / 3. THIS SITE DRAINS TO CLEAR CREEK(STREAM INDEX: 13-17-17)AND CC
/ 0 /1 LIES WITHIN THE YADKIN POST-CONSTRUCTION DISTRICT. W
7,1�NWS(;i- / I I 4 DRAWINGS PREPARED HOUSE DIMENSIONS SHOWN
BY DESIGNCAROLINAANS ARE OF FORT PER ARCHITECTURAL
310
0310
/ o
XISTING 50 / � // 1 ` p o
-. HEADWALL 4.CONC �/ / ^ / / / \ m W Z
EXISTING STORM ,;,/+° /
DRAIN MANHOLE ,r °•�\ /w,��. " C°./1500 GAL
/\/ / \ U Z W
PDX CONSTRUCTION LLC DB 37719-853 / / /BUILIN4C3fi5 INC / Z A.
DB 37449-991 RN 13904225 / �/ / DB 38495-558 I-
PIN 13904224 SINGLE FAMILY / / PIN 13904227
VACANT LOT RESIDENTIAL / / SINGLE FAMILY / / J Q N
AEXSEY&VICTORIA \/ /� / RESIDENTIAL a_ o
DM DB 38483-860 // / / 'm
PIN 13904226 \ /V / 't ,lot1A' FW.
VACANT LOT v. /
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�t1 / sg'' ,.,,„,/" ./ LEGEND
.0, / / tA1RICE MCRAE ELEV----
/ 08 37539-252 EXISTING CONTOUR-MAJOR m
RN 13904229 ELEV------ EXISTING CONTOUR-MINOR
FE
3 m l� VACANT LOT o
ark \`, ELEV PROPOSED CONTOUR-MAJOR
v` PROPOSED CONTOUR-MINOR o
Q.^ ST017M DRAINAGE .lC�,�y�<O�+ I� ELEV w
�NN40- MBE O G 838-� *- Q�>v 8 ------ DRAINAGE AREA wg. 7
SSOfik_.6-p05'S0 0 1' � V\) 4CI —O---D— TEMPORARY SEDIMENT FENCE
80
//) 6�� JANICE AKINS SOIL TYPE BOUNDARY 11 o �� ..1I1 1,
// 313904230 --�4.44
•`•FNlCARQ''
-����/// PVAC NT LOT
LIMIT OF DISTURBANCE �P,.F I'/7�</
•
• DIVERSION CHANNEL /```;(/ e
I KnowCall before you dig. - SEAL 4
os10053•11)2f
4 GRAPHIC SCALE CALL 1.800.632-4949 OR 811 +'°oti•F!vGINEE?oQ'
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tg7 CURVE TABLE 1 INCH=50 FEET NC ONE-CALL CENTER
1.
rd E.3 (,] LATOYA$TAN$HUDSON
05 r3 DB 37529-399
CURVE# LENGTH RADIUS CHORD BEARING DELTA IT'S THE LAW! SHEET
�;d�O PIN 13904231 C11 71.53' 45.00' 84.23' S53°11'07"W 91.0707
�� 7, VACANT LOT `\C12 24.05' 25.00' 23.14' S 35°12'44"W 55.1241 •O
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TOW OF j i inn I
M NT HILL - 6 \ / NARRATIVE Ground
r / THIS PROJECT CONSISTS OF DEVELOPMENT OF ONE Tech°�„' •�,.�' ELi K, SINGLE-FAMILY RESIDENTIAL LOT(LOT 24 MB 70 PG 838) SITE
Crt A. TJ / / ` 1 LOCATED AT 8525 MAX MEADOWS DRIVE IN THE TOWN OF solutions You Can Build On
lellill
C J ANGEL N�1�AND WIFE, MINT HILL,MECKLENBURG COUNTY NORTH CAROLINA. THE
LF' I / SUBJECT PARCEL CONSISTS OF APPROXIMATELY 4.981 ACRES a
Note:this review was carried out -J / J Y RAVE OF LAND WITH A DISTURBED AREA OF APPROXIMATELY 1.35 O
Plan Sheet s Part Of The based this
the information { /� DB 18464-17 \-_ .ACRES. PROPER IMPLEMENTATION OF THE APPROVED EROSION OR
provided by the in design engineer. /` PIN 139371161 ` AND SEDIMENT CONTROL PLAN WILL PREVENT ANY
Overall Approval As Of T This review was done using the , ACANT 9J� DEGRADATION ON OF DOWNSTREAM AREAS AND SURFACE I�I 2W7 N N 16 BUSINESS HWY
Following fate 4/30/ 4 minimum acceptable standards of , \ / _ WATERS. 'V DENVER,NC 28037
." PH:704-987-8378
the applicable jurisdiction.�o u41' y." / ` THE SCOPE OF WORK INCLUDES SITE GRADING,INSTALLATION NC ENGLICENSE:p418t6
/ OF SILT FENCING, SILT FENCE OUTLETS, A TEMPORARY a0-
s°4/ ;' �- DIVERSION CHANEL AND STONE CHECK DAMS. THE ON-SITE 1 +� �ba
P 5 0 0 018 SOILS ARE CECIL SANDY CLAY LOAM SOILS(CeB2: 2-8% •
_ c° _ / SLOPES)), (CeD2: 8-15%SANDY SLOPES),MODERATELY ERODED AND
MONACAN LOAM(MO: 0-2%SLOPES)) FREQUENTLY FLOODED,
JF 2 BELONGING TO HYDROLOGIC SOIL GROUPS B, B AND B/D,
/ S�/ / CeD2 y / ` ( CIVIL MATERIAL TESTING
/�'p (RESPECTFULLY. MATERIAL TESTING
/� / �,� "" 5} -- / �- / CAISSON NVIRON ENTAL FOUNDATIONS
I M1 .,' '8 \ ENVIRONMENTAL
i ,,,,,,,SILT FENCE ♦. dR f��� 8 s, I
GEOTECHNICAL ENGINEERING
/ ourLEr1TYP), �� N.-PERSON RESPONSIBLE .'
' ( MCLDS#30.066, r� / / / NFOR MAINTENANCE
/ I ( i 1 DURING ONSTRUCTIQN' \
\ M NBURG COUNTY ,•/ /�� �� I - / DUNDARo55 BUILDNC36S.INC
ENVIRONMENTAL HEALTH / DB 04213-982 ii 3601 WHITE SWAN CT
M // /' d% 7PIN 13904114RESE o NDIAN TRAIL, NC 28079
SF,pTIC pE MIT: 30012178 sINCLE FANar REsioENRu _
I J j P \ a EMAIL: busdn 365®gmoil.com sod'
773-1126
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\ �\ i I VICINITY MAP
�i BUIl1iNC36D INC \ \ ( I f'SEPIIO r( OR DANIEL MP1RZ AND WIFE, \
�- \ �\ R°' / / DBRRY64-17 MECKLENBURG COUNTY / NOT TO SCALE
ELME
DB 38495-556 \ OF 1IL4 RES -_-
/ pin 13904227 \ t y RN 13904160
EROSION CONTROL & WATER EROSION CONTROL NOTES;
SINGLE FAMILY A \ \ / SINGLE FAMILY RESI
RESIDE+Rk v .\ \ A QUALITY INSPECTOR:
\ \ \ \ \1. ALL
MANUAL.
NUMBERS REFER TO THE MECKLENVURG COUNTY LAND DEVELOPMENT STANDARDS
SEY&VICTORIA ` ` \ \ \'y )\\ 2. ON-SITE BURIAL PITS REQUIRE AN ON-SITE DEMOLITION LANDFILL PERMIT FROM THE ZONING
src�,� BUiOV \ )
I ` `\ T 1 \.......... \ \ CHANELL HATCH (980)505-5'7I5 ADMINISTRATOR.
W PN3B/834 260 \ �_- \ MA \ S.
I 3. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE COUNTY
\ `\ EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
/ �°V). . SINGLE
LEEMIALY G
I �.� • ----- -.._, ----\"� 1.--'
J 4. OFA THE GCOUNTY EROSION MORE THAN E CONTROL ACRE TORDINANCE ANDI-40UT AN O SDSUB ECTNTOOA FINE.NTROL PLAN IS A VIOLATION m
• \L SILT FENCE --".. • ._�\� I\ l \ ��\ N \\\ \ ` ' S A 3 ALL SHALLE ERPRO DIKES, S ORPEON ANY AREA OF A SITE WHERE LAND-DISNRBISC
JN MdNENTLY CEASED ACCORDING TO THE FOLLOWING SCHEDULE:
\\ DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER THAN
\ MCLDS#30.06A TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS
G'X\� APPRbkIMA �`- \ \ PRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST °l SOON AS
\ LAND-DISTURBING ACTIVITY.
S-r{L CL OF TRIBTU RY a \ SI FENCE \ CeB2 \ .�-_.. _, - I'il.ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION
x\�,6 TO CLEAR C K �D �P)' �\ �- WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS Z
MC S W30.06D I ` HIL1Wl L BRy FROM THE LAST LAND-DISTURBING ACTIVITY.
1` ` I 6. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A
4.ty' \ TRUSTEE DB 32577-722 \\\
%t' PIN 13904123 REPRESENTATIVE OF THE COUNTY.•• .�' 6 sz4- �• SINGLE FAMILY RESIDENTIAL 7. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER THAN 10'REQUIRE
,,. '6,�1' ! 12, �.- ` \ I J ,4•,5" ADEQUATE TERRACING(MCLDS#30.16). SOILS ENGINEER TO VERIFY STABILITY OF SLOPES GREATER Z
.. _._-' 1 THGRADING/ \ O°X1/ \ UR e.l --' 8. PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING ONE ACRE THAT WAS Q
J/ I- A
a'm NOT PREVIOUSLY APPROVED. J
-7 --- '� gg !N i _ \ ' II I____, 9. TEMPORARY DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOT RIGHT OF WAY MUST BEP d
__ j ' I / ae s9°S�?E �\ 00,"J -� I �l �� I 10.ALL SEMBANKMENTS MUSTENTED AT S EU CONSTRUCTED CTION GPER SECTION 4.0.6 EMBANKMENT REQUIREMENTS IN THE W J
-� ____J i BMP DESIGN MANUAL - 0
/ sf �\ WILLW.1 L BRYANT, I 11.CONTRACTOR SHALL BE RESPONSIBLE FOR ASSURING THAT SOIL EROSION CONTROL PERMITS EXIST C
qA \ �� TRUSTEE 00 32577-722 J FOR THE BORROW AND WASTE SITES HE PROPOSES TO USE UNDER THIS CONTRACT. n W
\ f PIN 13904178 7 r j9P 12.ERECT AND MAINTAIN EROSION CONTROL MEASURES PRIOR TO ALL CONSTRUCTION. PERIODICALLY CC CC N ~ N.
1\ �o�q ` \\ \ ' i �� ///1 VACANT LOT INSPECT SILT FENCING, AND ALL EROSION CONTROL MEASURES TO ENSURE PROPER FUNCTION. Z U O
\ �yy , g •� / I/ e1Pj % CeB2/ 13.PLACE SILT FENCE ALONG DISTURBED AREAS WHERE INDICATED. ANCHOR FENCE TO PREVENT N O � Z Z N CO
R I\ 'Ld �6 J ,-''" UNCONTROLLED RELEASE OF SILT LADEN WATER.
CeB2 \ I`\ \�I / %' J / I / 14.EROSIONABLICONTROL MEASURES SHALL REMAINSIN PLACE HEL VEGETATION IS UNIFORMLY 0 U V LAI a Z N
�d l / ESTABLISHED ON ALL UPGRADIENT AREAS DRAINING TO THEM. I--� �'� �_ �v 15.ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED AND MAINTAINED EVERY Z Z M J M
/.,.�(,� j / SEVEN (7) CALENDAR DAYS AND WITHIN 24 HOURS AFTER EACH RAINFALL OCCURRENCE THAT Q LLj_ r•
"--1 i ,` EXCEEDS ONE-HALF(0.5)INCHES OF RAIN PER 24 HOUR PERIOD. DAMAGED OR INEFFECTIVE W W _I Z 1 1`
SILT FENCE PROPOSED / 4 DEVICES SHALL BE REPAIRED OR REPLACED, AS NECESSARY.
CC '- J Z
OLLTLET(TYP), . PRIVATE WELL I ,16.ALL EROSION CONTROL DEMCES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF C o I i_M
•
1 I �VICLdS#30.06D `n�"• \ „1 CONSTRUCTION UNTIL THE COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL DISTURBED C = J in
TEMPORARY r. N. J I �' AREAS HAVE BEEN STABILIZED. ADDITIONAL CONTROL DEVICES MAY BE REQUIRED DURING W �. Z 00
0' ♦ / CeD2 i I *^ c CONSTRUCTION IN ORDER TO CONTROL EROSION AND/OR OFFSITE SEDIMENTATION. ALL TEMPORARY
N Z m Q
SILT FENCE, /� / /'� ' CONTROL DEVICES SHALL BE REMOVED ONCE CONS TRUCTION IS COMPLETE AND THE SITE IS _
MELDS#30.06A I'"�- y', A ( ‘�� ) I -/' STABILIZED. t,Oj Z
It
'8. \ / '� 7 i 17.THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE NE TRACKING OF MUD ONTO PAVED
\ \ 'Ey`. ' \ / 7 ` o / BRIOWELL HOMES LLC SURFACES FROM CONSTRUCTION AREAS. THE CONTRACTOR SHALL DAILY REMOVE MUD/SOIL FROM N Z
_ LIMITS OF d� T / DB 37566-605 PAVEMENT, AS MAY BE REQUIRED.
1 e°'' s^° I PERMANENT PIN 13904228 18.PLEASE REFER TO DRAWING SHEET C6.0 PROJECT SPECIFICATIONS FOR ADDITIONAL NOTES O
\�. DISTURBANCE / REGARDING SEDIMENT AND EROSION CONTROL FOR THIS PROJECT.
\ \ 7 VACANT LOT (/1
100+1 X SECSS�- - "�- }, ./ •/ V CHANNEL PD-1
ELEV=623.22 s =1.35 ACC Tv! `\i\ I W
'1�. �`'
TEMPORARY' % -� CONSTRUCTION SEQUENCE: °C
O0.N NENS• 1°• '6r, ' ' °`J`MCLDS#SILT FENCE,
J j / 'rx__ 1. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM MECKLENBURG COUNTY LUESA AND
i OBTAIN CERTIFICATE OF COVERAGE WITH THE NCGOT CONSTRUCTION GENERAL PERMIT.
6N O PO / I / �� • t` i }4 t \� 2. STAKE CONSTRUCTION LIMITS. O)
• \ �k5+a M
• c.\ ^ t*R 3 SET UP AN ON-SITE CO F R NCE WITH TH M K N R COUNTY9
V E NEE E EC LE BUG
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• CONC ( I CeB2 �' 41‘
j'\`1 %' tttY \ EMPOI�ARY ROCK \ 48 HOURS PRIOR TO ANY LAND DISTURBING ACTIVITY IS SUBJECT TO A FINE. = o EXISTING I dit p
\ :7+j CHECKAM(TYP� 4. INSTALL SILT FENCE, SILT FENCE OUTLETS, DIVERSION CHANNELS, TREE PROTECTION AND OTHER w
_ HEADWALL NI t• 1 MCLDS 30.SOA MEASURES AS SHOWN ON PLANS, CLEARING ONLY AS NECESSARY TO INSTALL THESE DEVICES. - 'm w z
XISTING HEADWALL
, \ y % I ��.c+�� • >' • / tt,h \ 5. CALL FOR ON-SITE INSPECTION BY INSPECTOR. WHEN APPROVED, INSPECTOR ISSUES THE
0 'al'
DRAIN MANHOLE F1 s \ •1500 GAL t.t, \ \ ', GRADING PERMIT AND CLEARING AND GRUBBING MAY BEGIN. I- LU p 1
k SF-Sg',y�9 a. \ fAt -T TANKS STABILIZED t ryy\ ✓ 6. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL Z (/) . m
C 9 soh • \ DEVICES AND STRUCTURES. = o
\ '� 1�'�,�' f� '�,(} \ CONSTRUCTION '• 7. FOR PHASED EROSION CONTROL PLANS, CONTRACTOR SHALL MEET WITH EROSION CONTROL
W =
ANA�� �� \ \S�'"' ` \YYY \ ENTRANCE / INSPECTOR PRIOR TO COMMENCING WITH EACH PHASE OF EROSION CONTROL MEASURES.
PDX CONSTRUCTION LLC W 37719-653 / �• 3 MCLDS#30.11A 8. THEAN P INSPECTOR H CONTACTED 0 CONDUCT INSPECTIONS FOR Q
DB 37449-991 PIN 13904225 �" y BUILDNC36 INC ; _ STORM DRAINAGE, SIDEWALKS, DRIVEWAY IMPROVEMENTS, AND ALLASPECTS OFCONSTRUCTION a
PIN 13904224 SINGLE FAMILY \ IS S. '\.` yk �• \. DB 36495-556 / WITHIN THE PUBLIC RIGHT OF WAY. W Z i- 2
VACANT LOT RESIDENTIAL \ \ ' • �`C,`ra. PIN 13904227 I / PROP.24 LF 15" 9. STABILIZE SITE AS AREAS ARE BROUGHT TO FINAL GRADE. o
AIEKSEY @ VICIW W ".SINGLE FP711LY ` DIA.DRIVEWAY (n
// 10. COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF ANY EROSION CONTROL
TEMPORARY -_ ,RESIDENIVI i CULVERT J o
BUTOV MEASURES. 06 2-
DB 36483-860 �� SILT FENCE, / 11. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NORTH a-
PIN 13904226 \\ \ `-"" MCLDS#30.06A/ / ,i8' CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, U. S. DEPT. OF Z _j
VACANT LOT \ ayS \ AGRICULTURE, MECKLENBURG COUNTY EROSION CONTROL ORDINANCE AND THE Q
I \ \`� \ \ `�� i 5°K , CHARLOTTE-MECKLENBURG LAND DEVELOPMENT STANDARDS. °
\ (75
/ NTRICE MCRAE O I-
is
/j / Q DB 37539-252 Z CO N
( ( 'g1PIN 13904229 \ LED O0 a
>� , -\ VACANT LOT W 1-y�' �' / ,mod ELEV---- EXISTING CONTOUR-MAJOR U m'-� c RM.ORAIN '� %1 ^O 4 I" ELEV .._. _ w4 SILT FENCE •�TSEATEN7AG_ p1`` .j v 1 OJ EXISTING CONTOUR MINOR _WOAN t� C4'+ OUTLEM(CLDS P "B �t �j Y' $ti�� $3 ` ." ` ELEV PROPOSED CONTOUR-MAJOR O o
SS�e POB \� .}��5., #30.06D - 'AT�_YA'"" ' ` ELEV PROPOSED CONTOUR-MINOR V
^-�ic �" ` - / 1- �^ . . DRAINAGE AREA , ,wit'', ',/
"Y} JANICE P1GN5
�� 00 37699-369 / \ Know what's below. .H BAR,
-4-4- TEMPORARY SEDIMENT FENCE
�� P�` l Call before you dig. `°PoF /ti',
��,/ / - SOIL TYPE BOUNDARY ;I'••
CALL 1.800.632.4949 OR 811 , SEAL
_ ` _ LIMIT OF DISTURBANCE WWW.NC811.ORG Ds1o05'�j�•D.��
\ -� • DIVERSION CHANNEL NC ONE-CALL CENTER ..o••,, P;:•e:
-.) �`x� -- - CeD2 l \ IT'S THE LAW! 9�Nq�omEPOOJ•.
m �'+ ` ` \ .� / GRAPHIC SCALE H. BP,,.
•d 5j u)0 Sp/ LATOYA&TAVIS HUDSON 50 0 20 110
43 .3 DB 37529-399 • 1 q SHEET
y'A,dam O PIN ANT LOT /� e
�� 7. / \ VACANT LOT 1 INCH=50 FEET GJ
# I

TOWN OF (11
I / / �� /MINT HILL / ; „,\ NARRATIVE: Ground
THIS PROD€CT CONSISTSOF DEVELOPMENT OF ONE 4 SINGLE-FAM LY RESIDENTIAL LOT(LOT 2 MB /0 PG 838) Tech
/ ;%' ` LOCAMINT HDLq 8525 MAX MEADOWS MECKLENBURG COUNY DRIVE NORTH CAROLINA.
THE TOWN THE
SITE
Note:t' review was carr' oot r,EK SUBJECT PARCEL CONSISTS OF APPROXIMATELYL4.81 ACRES
smwoos You can Bv�m o0
Plan Sheet Is Part Of The base•.n the ir�ie�t^y.y
�1, CR OF LAND WITH A DISTURBED AREA OF APPROXIMATELY 1.35
ra y DANIEL MOT ND WIFE ACRES. PROPER IMPLEMENTATION OF THE APPROVED EROSION s �
Overall A 9roval As Of The pro dedbythdd�iJf ineer. / TERRY RDWE
P 7,s review was done using the AND SEDIMENT CONTROL PLAN WILL PREVENT ANY
/ J �/ DB 18464-17 }`,_ DEGRADATION OF DOWNSTREAM AREAS AND SURFACE n' 2067 N NC 16 BUSINESS HWY
Following )ate 4/30/2024 inimum acceptable standards of PIN 139371161 WATERS. N DENVER,NC 28037
the applicable jurisdiction. i ,.- '/, - / VACPM LOjTHE SCOPE OF WORK INCLUDES SITE GRADING,INSTALLATIONxPH:704-987-8378
„f' J OF SILT FENCING, SILT FENCE OUTLETS, A TEMPORARY ,w cexo.ucexee:ec-umR o oN g . / DIVERSION CHANNEL AND STONE CHECK DAMS. THE ON-SITEC +v ECP O0OV e /- / SL P ARE CECIL SANDY CLOY LOAMM DELLS LYBE: 2-8% qSLOPES, (LOAM 8-15%SLOPES), MODERATELY ERODED AND '�,.e# MONAC N LOAM (MLR 0-2%SOIL GR, FREQUENTLY FLOODED, !*l / / ` (BSL YD R
.¢ R ONGINGTO H ROLOGIC SOIL G OUPS B, B AND 8/D, CIVIL ENGINEERING
( ,/�/ PECTFULLYCAM ONIFLTESTI G1e / CeD2 ° ONS
/ GEOTECIIONMENINEERING
I j ,,, / \_ PERSON RESPONSIBLE A 4-r OUTLTT ENCh I/ .-SILT FENCE s / I
II � '\FOR MAINTENANCE �j' / MCLDs#3o.o60 �� / / DURIN CON TRUCTION / , �. /
J G S �/ I \ s� / 'I _7 / ,,,ppp CONTRACTOR: EUILDNC 360 ITE SWAN CT
MO \ / // B 043 3982PIN EMAIL: ui dne36 28079
TM1. I904114 112s
M CKL.NBURG COUNTM / EMAIL: buildnc365^•mcil.com
IENVIRONMENTAL HEAL( / SINGLE NARY RESIDEN �*
S
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\ •\\\Ti i I � MECKLENBURG COUNTY
VICI�NITYT TO LMAP
/ BUIDNC365 INC \ \ ) \ D S C ( °� MNIE ua rz N0 WIFE EROSION CONTROL & WATER
DB 36495-556 '> \ \ RE' , / SR R4n4°"'; zEROSION CONTROL. NOTES:
-� 1 PIN 13904227 \ , \ _VIA
PIN 139041ID QUALITY INSPECTOR:
SINGLE FAMILY \ \ \ \1SINGLE FAMILY RESIDE 1. ALL"STD."NUMBERS REFER TO THE MECKLENVURG COUNTY LAND DEVELOPMENT STANDARDS
/ \ 1 RESIDIB4.LU.1 -\ \ \ N MANUAL.
ANELL HATCH [phone] 2• ON-SITE BURIAL PITS REQUIRE AN ON-SITE DEMOLITION LANDFILL PERMIT FROM THE ZONING
L\ \ \ \ \ ADMINISTRATOR.
• \ 3. ANY OG BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE COUNTY 1
A1E16EY&VICTORIA ; EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
IS'
BUM ` I ` \'� `. -- \ N 4. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION `-'-
DB 38483-860 s \ \_ ! - � ( OF THE COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
/ + 4'h' PIN 13904226 F� RESSIJN5 „ \ \ \ \ 5. SOIL STABILIZATION SHALL BE REQUIRED ON ANY AREA OF A SITE WHERE LAND-DISTURBING m
ro gp SINGLE FAMILY �U'1"" \ ti_,.. 1 -MAKB'TIid• , S. \ ' ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED ACCORDING TO THE FOLLOWING SCHEDULE:
'6, r n SIDE f- I --- ` \ \ 1 I. ALL PERIMETER DIKES, SWALES, DITCHES,PERIMETER SLOPES AND ALL SLOPES STEEPER THAN
Qjy 5 •\ \ TEMPORARY -- \ \ \- \\ \\ 1 H:IV SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS
SILT FENCE, \ I \ \ _ \ N.
LAND AS PRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LASTLA -DISTURBING ACTIVITY.
H).ALL OTHER DISTURBED AREAS SHALL BE
DED
'� APPROXIMA MCLDS \516AFENCE `, \ �- \\\ \\- -
_ ,-ADDITIONAL TH MEASURES E LAST S SOON
TEMPORARYAND SEDIMENT
OR PERMANENT STABILIZATION
\' TT�ES,, \ \ WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS
5F'\ti• TO CF ARIB ROOK �• CeB2 ', \ `.� z
$ 0 BIIEE OU (TYP), L i- 6- DPB REQUIRED BY A
\ J! TO CLEAR CR K \ -REPRESENTATIVE OF THE COUNTY.
\fix�\, MC S'#30.06D \ I NLU41A L BRYANT, l 7; SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER THAN 10'REQUIRE
�, IeYt \ TRUSTEE DB 32577-722 1 ADEQUATE TERRACING(MCLDS#30.16). SOILS ENGINEER TO VERIFY STABILITY OF SLOPES GREATER I
' I PIN 13904123 )' THAN 2:1. Z
6\'\'' Iz �,.. ex+-\ / , SINGLE FAMILY RESIDENTIAL 1 / .�A 8. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING ONE ACRE THAT WAS
fi'` NOT PREVIOUSLY APPROVED
\ ! 9 DRIVEWAY CONSTRUCTION ENTRANCES IN NCDOT RIGHT OF WAY MUST BE Q
TEMPORARY DR VEW Y PERMIT FOR
�x\/ \ eq s : e,# - 1 PRESENTED AT PRE-CONSTRUCTION MEETING.
/ 1 a" i °ti L 10.ALL EMBANKMENTS MUST BE CONSTRUCTED PER SECTION 4.0.6 EMBANKMENT REQUIREMENTS IN THE W J
-� /" j /.42s ,F a e J I r BMP DESIGN MANUAL.
I �\ J 11.CONTRACTOR SHALL BE RESPONSIBLE FOR ASSURING THAT SOIL EROSION CONTROL PERMITS EXIST C6 0
' °" -•� I / FOR THE BORROW AND WASTE SITES HE PROPOSES TO USE UNDER THIS CONTRACT. CC CC N. 43)
•
12.ERECT AND MAINTAIN EROSION CONTROL MEASURES PRIOR TO ALL CONSTRUCTION.PERIODICALLY
/ sr I ELAM L 8 I INSPECT SILT FENCING, AND ALL EROSION CONTROL MEASURES TO ENSURE PROPER FUNCTION. ~ N ~ ti
q, TRUSTEE DB 32577-722 d Z N 0 O
I '' �i PIN 13904178 : '° 13.PLACE SILT FENCE ALONG DISTURBED AREAS WHERE INDICATED. ANCHOR FENCE TO PREVENT l/1 U Gp
\ �.;-r oy `\\ ' VACANT LOT UNCONTROLLED RELEASE OF SILT LADEN WATER. N Z Q N N
.>' -� /J / J ■ -AR2 14.EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL VEGETA710N IS UNIFORMLY
c i9 , g \� ,( f dddFFF CeL.r ESTABLISHED ON ALL UPGRADIENT AREAS DRAINING TO THEM. v LJ CD
Z {
4+` ""*'L. �_ 15.ALL SEDIMENTN ( AND EROSION CONTROL DEVICES SHALL BE INSPECTED AND MAINTAINED EVERY Q Z Z
\ �� Ai �� ./ /' / EXCEEDS7)ONE CALENDAR
R(DAYS
5))INCHES OD F(RAIN PER 24 HOURR PERIODH.DAMAGED OR INEFFECTIVE THAT
Q WZ
J 0 LLI J
CeB2 \ �\ \ • / 74 /� DEVICES SHALL BE REPAIRED OR REPLACED, AS NECESSARY. W J Z H Q I^
_� / 8i 16.ALL EROSION CONTROL DEVICES SHALL BE ROPERLY MAINTAINED DURING ALL PHASES OF CC i-
' \ (/ __� SILT FENCE PROPOSED / % CONSTRUCTION UNTIL THE COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL DISTURBED C 0 >=j-M
I PRIVATE WELL / '6 AREAS HAVE BEEN STABILIZED. ADDITIONAL CONTROL DEVICES MAY BE REQUIRED DURING Q = - ? Lr)
'\ s 1 I I OISLE7(TYP), *I CONSTRUCTION IN ORDER TO CONTROL EROSION AND/OR OFFSITE SEDIMENTATION.ALL TEMPORARY zco
\ I LOCATION TFf W
'''''11 M" \ IVICLDS M30.06D i CONTROL DEVICES SHALL BE REMOVED ONCE CONSTRUCTION IS COMPLETE AND THE SITE IS Z m O Q
TEMPORARY i� 1 / - C e D 2 \ N STABILIZED.
/ ((( `° ¢ 17,THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE TRACKING OF MUD ONTO PAVED x CC coj-
SILT FENCE, '&. �\ /\ ( ' SURFACES FROM CONSTRUCTION AREAS. THE CONTRACTOR SHALL DAILY REMOVE MUD/SOIL FROM Lr1 Z Z
MCLDS#30.06A \• ` '"' • 8 \ \ ( / / 1„6 % J /j �" �' / '( g1" PAVEMENT, AS MAY BE REQUIRED. Z
z Y.1 1 pc+" / 18.PLEASE REFER TO DRAWING SHEET C6.0 PROJECT SPECIFICATIONS FOR ADDITIONAL NOTES
'•Ev t !t / BRINELL HOMES Lie REGARDING SEDIMENT AND EROSION CONTROL FOR THIS PROJECT.
1 I- LIMITS OF �`� / ! DB 37566-605 c�
N.
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�/'• PERMANENTPIN 13904228+1 X SEdTS2S; \ DISTURBANCE // �o DIVERSION , y" LOTCONSTRUCTION SEQUENCE' CCrtoo IIII L 1.35 AC ;' cNAN o-sWM• NSGE 14b ' 1 e'' MCLDS 30.08A/ i / e1 \ I/ I 1. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM MECKLENBURG COUNTY T. AND
ELEV=623.22 -
ILT
OBTAIN CERTIFICATE OF COVERAGE WITH THE NCG01 CONSTRUCTION GENERAL PERMIT.
N
4°� 01OA 38 3. SETKUPCANSONUSITENPREI PRE-CONSTRUCTION CONFERENCE WITH THE MECKLENBURG COUNTY
EpPG t5 1 / r z
;•" ,✓ \ EROSION CONTROL AND WATER QUALITY INSPECTOR. FAILURE TO SCHEDULE SUCH CONFERENCE NM' 1 t' - 48 HOURS PRIOR TO ANY LAND DISTURBING ACTIVITY IS SUBJECT TO A FINE. m eR \ , eT`#'' ` o ,' 4. INSTALL SILT FENCE, SILT FENCE OUTLETS, DIVERSION CHANNELS, TREE PROTECTION AND OTHER =O oICeLJ2 �� ♦J , ` EMPORARY ROC MEASURES AS SHOWN ON PLANS, CLEARING ONLY AS NECESSARY TO INSTALL THESE DEVICES. NXISTING \ \ A, 7,
��1� _ ,� CHECK DAM(TYP 5. CALL FOR ON-SITE INSPECTION BY INSPECTOR. WHEN APPROVED• INSPECTOR ISSUES THE = m w i
HEADWALL I MCLDS301AA GRADING PERMIT AND CLEARING AND GRUBBING MAY BEGIN. w w
I \ �� / 6. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL I- W x o
XISTING STORM a /4N. • DEVICES AND STRUCTURES. Z Cr) w m
DRAIN MANHOLE F1 \ \s I \ b 1500 GAL
1' 'L$ \ N '� TANKS •I j ar \ ✓ ' 7. FOR PHASED EROSION CONTROL PLANS, CONTRACTOR SHALL MEET WITH EROSION CONTROL W Q
FGS6 Iy ''',\,‘
\ '! \ \ �•L " F�p� NSPECTOR PRIOR TO COMMENCING WTH EACH PHASE OF EROSION CONTROL MEASURES.
aY`�.-vx T'" e_\ '6' \ /. `•. \ -- {� (' \ 8. THE LAND DEVELOPMENT INSPECTOR SHOULD BE CONTACTED TO CONDUCT INSPECTIONS FOR
---, STORM DRAINAGE, SIDEWALKS, DRIVEWAY IMPROVEMENTS, AND ALL ASPECTS OF CONSTRUCTION - d ov
PNA SORFO O ;4n • \\ / ' \ WITHIN THE PUBLIC RIGHT OF WAY.
PDX CONSTRUCTION LLC DB 37719-853 \ ''_`X BUILDNC36 INC 9. STABILIZE SITE AS AREAS ARE BROUGHT TO FINAL GRADE. Z g g
DB 37449-991 PIN 13904225 f- P4 - •'• DB 38495-558 10. COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF ANY EROSION CONTROL (n < w
PNAGM 4224LOT INGLE NMLY \ \` PIN 13904227 PROP.24 LF 15" MEASURES. g
� / ,\SINGLE FAMILY / DIA.DRIVEWAY 11. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NORTH ,
ALEKSEY 8 NCTOIri4 /\/\ ��' \ \ TEMPORARY '�-_ l IRES!DEMl4. CULVERT CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, U. S. DEPT.OF ZBUTOV a
DB 660 I \`\ \ / lls, '�,,, \ SILT FENCE, AGRICULTURE, MECKLENBURG COUNTY EROSION CONTROL ORDINANCE AND THE -I
PIN 13904226 ,ice \ �7 \-_.,,� MCLDS#30.06A; / 0.61 io+A CHARLOTTE-MECKLENBURG LAND DEVELOPMENT STANDARDS. Q O o 0
VACANT LOT \, \ e# - e2e5 , -�
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#5'' \ i •P i LATTICE MCRAE L�(iETID Z
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1 VACANT LOT ELEV-__....... m
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�� M A1N �0 I\` ELEV PROPOSED CONTOUR-MAJOR
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o $ p
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(A iS5 PROPOSED CONTOUR-MINOR
,40•1
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#35.0 6(10 D _ 8-_ AID l��O Y.
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TEMPORARY SEDIMENT FENCE Know what's below. N N,
CAR.''',M0 o �$ / Call before you dig. ...6 ••/;/.. ',
'� JANICE AXINS SOIL TYPE BOUNDARY �',O��1 j '•y'
\ M 37699-569 CALL 1.800.632.4949 OR 811 01/s.
\P° �0L0� WWW.NC811.ORG
/ LIMIT OF DISTURBANCE - SEAL' '_ DIVERSION CHANNEL NC ONE-CALL CENTER 54D,lit
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.11W6z ' \ VACANT LOT
r i

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M NT HILL _ / / \
SITE Tech
Solutions You Can Build On
A " CR OANIa MAIM AND WIFE
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Note:thi iew was carve t / ' 111°4%0
Plan Sheet s Part Of The 1 E
based• the infq��r�ti�
provi•-d by the ded.ri ngineer. '
Overall A oval As Of The TERRY FLOSS 2067 N NC 16 BUSINESS HWY
p� Thi- eview was done using the DR 13937117 \ NDENVER,NC 28037
Following Cate 4/30/2024 ' �� \
Imum acceptable standards of PIN 139371181
e applicable jurisdiction. / , / ,,yn VACANT LO3 NC EN 704-967-8378
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EN 1,x6
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LICENSE:�-
ECP • .00018 7' s"'0
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CIVIL ENGINEERING
CAI SON FOUNDATIONS
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I �! OUTLEr(TYPb \ .-.\.. /
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j MCLDS#30.06D- 1 / / N — 4
X /
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\ M CKLENBURG COUNTY ,•/ ,' •g. GUNDA ROSS
ENVIRONMENTAL HEALTH i� _ 7- f DB 04213-982 „mow
I / / �$ I PIN 13904114
SEPTIC PERMIT: 30012178 i
' ( SINGLE FAMILY RESIDENTIAL
<� // \A (� \\ m VICINITY MAP
I
\A�\ )) j ►smnc f r \ a ' DANIEL 8a.Rz AND WIFE NOT TO scale
BULDNCJ6S INC \ \ ( _- / J _`
/ \� DB 313904227 ( nE f MR 8464 1E7 / �-
PIN 139042IN \ 1 �yx PIN 13904180
SNGLE FAMILY \ \ \ ...1 r I SINGLE FAMILY RESID
RESIDENTIAL Ir
\ ��
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„,p, DB 3848E-860 / \e)7\�`., I 1 \ ._ URA \ \ N (\I\ m
�B o`+Y�204226
SPIN INGLE �\ ` �\ MAEtVIF((LD\ \\� >
AA RENEWAL f� \t I l F
le $ \, TEMPORARY A \\ o
/
MCLDS#30.06A
O•�\OO APPROXIMATE,
-� \_,, \ N i
6QL• CL OF TRIBUTARY \\ S ), ... ��
�X��'��% TO CLEAR CREEK � U E7(TYP), ,-
1 Frr MC S#30.06D I ' i \\ c \ \ WILWM L BRYANF. ' .
�xx .v.. TRUSTEE W 32577-722 ' Z
PIN 1390412E J
.y,�+j0-' \ ,' I 4xr--�./ / SINGLE FAMILY RESIDENTIAL
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/ PIN 13904178 0 N Z
• \ �o'u 4p- \ \ /;..- VACANT LOT r `� V V ? Z N
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itt:1 v $ do V¢ 4) / / Z Z M J M
/ ( _
1 _\ SILT FENCE PROPOSED / /IOS 2// C J > Z oo
\ OUTLET(TYP), ) PRIVATE NELN tc, ' VI Z m o Q
, I I� iVICI,GS#30:06D / �( CI) 3
TEMPORARY 11 S ,.,.,T,, i J / ((( / / I I •a, /,..-,.\ to Cr,M co Z
SILT FENCE, \ 8. \ \ I / O
MCLDS#30.06A V �( ? �W /I / � •� �� I� I Z
/ • / I( B2IDWELL HOMES LC U/1
�\ LIMITS OF ��j d y60 /''� PERMANENTFIN 13904228O
100+1 x sECI G=� �— DISTURBANCE �,. ,./ ,,I , i(i DIVERSION " T LOT W=1.35 AC CHIN PD-1ELEV=623.22 kk NELry TEMPORARY " A'ORpYNN' o( :
\A:---
,,e SILT FENCE, \ °' �n
gS 1Ap�egg * '' ... 6 MCLDS#30.06A i I \ /,, ,, 4
M0 D / Pj,• ,, ( GENERAL NOTES: _
f4f'p}. e O N
\ � 1 EMPORARY ROCK 1. CONTRACTOR SHALL LOCATE AND PROTECT ANY EXISTING UTILITIES WITHIN m w z
XISTING - m I j CHECK DAM(TYP) THE CONSTRUCTION AREA PRIOR TO LAND DISTURBANCE. o =w
• CONC 2. NOTE TO CONTRACTORS: THREE WORKING DAYS BEFORE YOU DIG CALL : I
HEADWALL \ I I J ;T / MCLDS#30.10A o
NORTH CAROUNA ONE CALL AT i-800-632-4949. Z
XISTING STORM \s o \ ' •I • `� 3. CONTOUR INTERVAL= 2 FT. Q ci o
DRAIN MANHOLE \ •\ \ ,\ \ /Vqu UN�,S,., •150TA AL IKS /•411\11 \ 4. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION J
sis"( ry�5 e „�, / \ /o ,ac£, <, P \ �►� BACK TO EXISTING GRADE. a
AriA soaro ,� ,.nc \` �/\ ` •/ i tR� "N, ._-__, /6 10 \ ti.,-=....- �, �`..... ..,. 0 o
WWI CONSTRUCTION TLC DB 37719-85E A �� a� / `--_. Z ¢ o
DB 37449-991 PIN 13904225 .�— 9 BUIItNIC36 INC
' "• DB 38495 SIN
PIN 13904224 SINGLE FAMILY \ �' \ / Q m o
PIN 13904227 PROP.24 LF 16"
VACANT LOT RESIDENTIAL V7\t,,\
, SINGLE FAMILY DIA.DRIVEWAYALIX �M J� \ TEMPORARY _ �R�D i CULVERT � D rn qwDB 38483-860 / SILT PENCE, /' \ V o 0PIN 13904226 �' 'b4, �__ / MCLDS#30.06A/ ,0,4 ELEV -- EXISTING CONTOUR-MAJORVAAANT LOT / l // 1 # EELEV.LEV ----- EXISTING CONTOUR-MINOR Io
P POSED N7 UR-MINOR• ''m ' % 5� � PROPOSED CONTOUR-MAJOR m
' / ifr ., / IATRICE MCRAE ELEV p it
oY' / ' �� DB 313904252 PROPOSED CONTOUR 8;1
® m
g `{ PIN 13904229 \\\ w DRAINAGE AREA
M
I( `�T�tL `�1 VACANT LOT
`ip 65
o 'S -- - J / T� Q`. " V �� TEMPORARY SEDIMENT FENCE 1?
IP
—, ; SILT FENCE ARAINHGE _(�`L�- �` "1.39 f .. SOIL TYPE BOUNDARY C
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S ORENBG� c \ 4G,� OUTLET PS PC:.� t� 4��41 0 — — LIMIT OF DISTURBANCE Know what's below. '�,",,,,
t70"p0 "58 DIVERSION CHANNEL Call beforeyou dl ,�Q, .....,
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iii
�� JANICE AXINS / CALL 1.800.832.4949 OR 811 e°
DB 37899-369 /. /
,�� PIN 13904230 www.NC811.ORG SEAL_ — VACANT LOT / .
I NC ONE-CALL CENTER 031005�/ �
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_..�- 5` J 2� 50 1�0 ,�F1iBP�6`
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/ ' 1 INCH-50 FEET
f �C3.0
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LEAK CR / ,, \ / Solutions Y G Build On
C Dwla MA 46 AND WIFE,
Note:this review wa�carrled out: TERRY FLOWS * a
Plan Sheet s Part Of The based on the info ar6 tion -' „ -- �� PIN 1393iis1 —
Overall A oval As Of The Provided by a design engm. r. \ / I VACANTLo; /�
plr This revie as done u' e` ,- \ —I / "'
Following[ate 4/30/2024 minimum ac tables dabs of ---\___
'Y 2067 HVW.16 BUSINESS
OENVER,NC Z8037
'X �_ PH:704-987-8378
the Jlia9961CLNr,Sdi On.�.../' �� �/ /
/� NC.ENG.LICENSE.NC-1825
E C P 5 Qr, / / / \ CIVIL ENGINEERING
i a� / i MATERIAL TESTING
' -� ( CAISSON FOUNDATIONS
JeM1 / L ENVIRONMENTAL
/ GEOTECHNICAL ENGINEERING
( -SILT FENCE s ��
\ / \ 8 �. :
/ MCLDS#30.06D „- /
\ \ MENBURG COUNTY A# �0.13 AC)�‘ GUNDA ROSS V
ENVIRONMENTAL HEALTH �i("�
DB 04213-982
' SEPTIC ERMIT: 30012178 \ i \ rg' PIN WAILS RE14
SS \ SINGLE RESIOFNTIPL
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prot
\ t L ~ \ \\\ ( p •SEM it \\ �'" OWIa MANZ AND WIFE,
VICINITY MAP
BUILD�NC31 INC \ \ \ 1 f \ TERRY�' //J —� NOT TO SCALE
` \ \ t)B 36495-558 \�, \,I \I. ++ ,� / PIN 113904180 �
PIN 13904227 :\ \ \\ \ AR _ I SINGLE FAMILY RESIDENNAL\ ' SINGLE FAMILY ;\ \\ 0.442 AC P .,, ...._ \
• RESIDEAiL1A.
\ \ I
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NE sEY s VICTORIA
BUTOV
PIN 13904226 '� \ PRESSURE9.1
SINGLE FAMILY L • . tLsj MA LGO \\\
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RESIDENTIAL P �\ -f— I----'' \ m
yV \\ TEMPORARY .—• (� / ` �A Y
\ 4- \\ SILT FENCE, --- _
MCLDS#30.06A L
CL OF TRIBU'IFy1AT�RY bs SILT FENCE d ---.. �
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7
l f � \ I TRUSTEE RN DB 32577-722
ft�2 1 13904123
\j b7.4'� I �` SINGLE FAMLY RESIDENTIAL Fii
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L 2577-
'rT \ TRUSTEE DB 3RYANT,22 1 n
+Lm`�'6 1 �'' PIN 13904178 , r N I— N F-
\ 'o ,yi /♦ J / IN 139 LOT % , on
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\ \�\�` 1X�"'; \\\ // / , Drainage Q z z ch W Z
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LLJ C J Z F_ g ^
s j \ OUTLET(TYP), /' PRIVA� �LL \ _ Channel Ac) Post) (ft) (ft/ft) Coefficient Intensity Rate(cfs) Width (ft) Slope(z) (ft) -- _ >= M
1I .n '�\ \ MCLDS#3(IA)6D ' / / \ £ Q > ~ Lo
TEMPORARY 11 >Y 04.• 4, \ / 7 ;' ( 1 \Av PD-1(2-YR) 0.14 PRE 132 0.046 0.65 5.03 0.46 1ft 1.0 3 7 LlJ H Z op
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SILTTEMPORARY
FENCE, & , .\ \,C� \ I l.' I \ PD-1(14YR) 0.19 POST 132 0.046 0.71 7.03 0.95 ift 1.0 3 7 L/) z m co Q
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e+9' / \ \ / PERMANENT PIN 13904228 \ 00 0
i T f +DIVERSION ..... LOT 1
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sI 9 P S g �• I \ 1 0 Ali \`'�\ �...--_. MCLDS#30.06A ! { �� )�/� "� \ I 0.14 AC...`
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DRAIN MANHOLE \T\s °•,.\\ I d b 150TA IKS \;``Y..-• �.'' < U 2 w
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V 'A ENTRANCE U"I
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PDX CONSTRUCTION LLC DB 37719 853 MCLDS#30.11A \ G `� v
DB 37449 991 PIN 13904225 1-- \ W I, % N \ .•.' �'' DB I 38485 558 - W F o
PIN 13904224 SINGLE FAMILY \ r'! �, \ PIN 13904227 PROP.24 LF 15" g
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provided by the design engineer.
i
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Followingto 4/30 '024 minimum acceptable standards f f J N DENVER,NC 28037
/ J /" �_ PH:704-987-8378
the applicable jurisdiction. 40' - l"1,,,"a- % / W NG ENG.LICENSE:MASH
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% OUTLET(TYP), ....\ \ 4+�
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1 : \ OUTLET(TYP), • PRIVATE WELL "'\ I PD-1(2-YR) 0.14 PRE 132 0.096 0.66 5.03 0.46 lft 1.0 3 7 C = LL M
I ,\ I \ / �IDLf)$#3q:O6D / LOCATOR r\ N) PD-1(10-YR) 0.19 POST 132 0.046 0.71 7.03 0.95 lft 1.0 3 7 I -f �z1,0
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IERAL NOTES: Tech
1. CHECK DAMS MAY BE USED9 IN SLOPING)FICHES Solution.You can Build on
OR C'4'7 FfLS St. 4ELOCITY OR TO CREATE STEEL e'MAIL Brea pow T ilill171ii
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Plan Sheet s Pa Of Th EDIME Naafi thp'ijl ii tion
2, NSURE�yQtTol I¢1(giIKINA'EEN DAMS PLACES THE 2067 HWY.16 BUSINESS
Overall Aproval As Vf T 0' T SAME ELEVATION AS THE ''la FILTER FORK
o OS �e
DENVER NC 8037
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11 R=1I I II II 11 I 11 I_II-11 11 II 11 ILL 11 11 RI
=1_ MUM SPACING B . L.! r.'yw_:.._ n-n=i n. =n n u ll l[i N n-R n=1 ra,PFa eNDX1
_ CIVIL ENGINEERING
WI-1_I= MATERIAL TESTING
=11J11_III_III_III _ = nLmR aro/ MNr X-SeCIIOn area(A)=bd 4 Zd"2 �-6 a CAISSON FOUNDATIONS
- Ti I_=Fig re m CENERMI Na1E5: top width(1)=b+2d2
ENVIRONMENTAL
Z=e/d GEOTECHNICAL ENGINEERING
A AND B ARE AT EQUAL ELEVATIONS CROSS-SECTION I. FILTER FABRIC FBGE SNAIL BE A NNM.M of 3r worm AM SAIL NNE A WNW a 8 LIE NRES NM
le SAY SAAaG.
2. IN EN RUIN FANNC BE USED WARE aT VICE IS TO RIM FORA PERM Of MORE WWI ro DOS. MdNENANrF NOBS: CHANNEL DESIGNATION b d T Z
3. SIQL POSTS 0MIL DE Y-0•M HOW NO RE W THE Saf-FASDMR N00E SFa OPE
I,x ^ I. TLTTR 0AN1Drs suu RE rsvECRD We THE MAMMY NTPOm%RE Mar OR Hs MAR PERMANENT DIVERSION CHANNELS 1' 1.5' 7' 2
4. TURN aT FR.UP SLOPED EMS IM.ATELT.ER E.RAW.NO AT TEAS DALT NW RVOIRE£D RNENL NY REPASS
- xenm SHALL a HAW INMmumY.
5. MM.SAFER RICE is Mum AT eAa(6 SU FENCE MEN CRAM IS ADW,eT TO SNx BLFFEPS.
STREWS OR oeueOS(REFER m%ID Buffs melt..TIE COLOR OR.E IS RESERVED FOR WM 2. SHAD THE FAaW DECa/e5E OR BEGONE Nevem Rae m THE e0 OF THE WEDDED UM.
NI1�31�y1,=��i':.e-�� 9 Nix. -�� : n ��ull�l_ icannanan a UMRQYIDNT.T 511511M1'E TUGS LIE AHD THE RYdMR STILL IS NEa.4Nlf,of FAM1C SIWL EC ROUGED P.M,
TI mow.• �+ '4- �� '+1 :4:'W1x==_P- 6. R MICE A.GAD Nor BE aEATNG D.I/4 ACRE PER IW R a FENCf. 3. SEDDON DEEMS SHOULD EC REMOVED MNm DOOM REACH McROX.INF THE RIGHT W IRE
1 ��� ►f •��Xi:� • �.+� '- WRIER My MEIN DEP0.RG REME IG IN RACE MIER DE SILT FENCE is ROOM SHNl RE
4. �.i11 :2 .yam,+;
it l +f.+may^ �-t. k1� T RI- nLrtR clam IMIFSSID TO caavN TO THE F}15TYlG GRiWE,RIMED NH SEND.
G. SLOPE InDTxs CM Nor aam ovum saMw wrier DMA xaTx MOW EROSION AM smNENr
• 1i• jam.+toi�� v _1 il ll, comOL R ANG AND.ox ANNUL
'"1.A.1111 i,=I�1,=P_,N=JI,Jl,ali_1N_11_ e. W NOT m5RN1 SOMFm FORE.E0003 STEAMS.WOES,MMTRMAIS Ni OILER MC 11 CO.HIRafD 1N*.
n- _NI1iJ=
NOTE:
ALL DIVERSION CHANNELS TO RECEIVE STRAW WITH NET TEMPORARY CHANNEL LINER EQUIVALENT TO NORM AMERICAN GREEN S75.
PLAN
APPROVED DATE, 02/2007 NOT TO SCALE NOT TO SCALE NOT TO SCALE
MECKLENBURG COUNTY ` MECKLENBURG COUNTY , _�,
LAND DEVELOPMENT n � g. TEMPORARY ROCK CHECK DAM Bm.N0. REV LAND DEVELOPMENT '4,9'i TEMPORARY SILT FENCE "STD.NO. WV. CROSS SECTION GEOMETRY OF DIVERSION CHANNELS w
STANDARDS w" ' 30.10A STANDARDS 74454 30.06A
m
1 KEY/ANCHOR'MATERIAL AT , Iw-
NOTES: TOP OF SLOPE. o
1. A STABILIZED ENTRANCE PAD OF 2"-3"WASHED STONE SHALL BE LOCATED WHERE TRAFFIC WALL ENTER OR LEAVE / f SPACIN 12"G T M .
*
THE CONSTRUCTION SITE ONTO A PUBUC STREET. / / INYP. O
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 e GENERAL NOTES: TEMPORARY SEEDING FOR WARM AND COOL SEASON
ONTO PURSE STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL 36"MIN. SPACING TYP.*STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. 7/4 1. LAY BLANKETS LOOSELY ONO STORE OR
STAPLE TO WORM DIRECT CONTACT'MIN Z
4. ANY SEDIMENT SPILLED.DROPPED,WASHED,OR TRACKED ONTO PUBUC STREETS MUST BE REMOVED IMMEDIATELY. GMN
THE sow-DD NOT STRETCH. EARLY SUMMER SEASON STEEP SLOPES <C5. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN r r 2. "DIMENSIONS SHOYM ARE MINIMUM, JWASHING IS REQUIRED,IT SHALL BE DONE IN AN AREA STABIUZED%MTH CRUSHED STONE WHICH DRAINS INTO AN M*UFAC VI1ED PRODUCTS MAY HLAVE r 0_
APPROVED SEDIMENT BASIN SEE STD.NO.30.11B. OD0RIONAL REQUIREMENTS THAT MUST BE SEEDINGLVJB. COUNTY MAY REQUIRE A STANDARD COMMERCIAL DRIVEWAY(STD.10.24&10.25)TO �1111717
40 Ibs/acre of German millet 120 Ibs/acre Rye (groin)ACCESS THE CONSTRUCTION SITE IF THE DRIVEWAY IS ON A THOROUGHFARE. MIXTURE 80 Ibs acre of tall fesue 80 Ibs acre tall fesue O3. StOPE SURFACE SFW1 BE FREE,1F ROCKS, / /�►�� •BRSUCEE SOL CLODS,Sf0MRS,GRASS.WT/BUNKEIS CC F- F� N-
,00'MIN. SHALL HAVE GOOD SON.CONTACT. 0 F- N I-
PUBLIC STREET / 4. THE DEFNL SHOWN IS FOR SLOPE MAIM. May 1 - August 15 October 25 - December 30 lrl Z N U
N FOR CWNB.OR PIPE OVIFAII MATTING Orsi Z Z N
�/ SPECIFICATIONS.PLEASE REFER i0 NCESCP011 - Q U N
ExISTNG Gxounio'A A` STANDARD 16.17 AND M4447,anllaR's SEEDING Refertilize if growth is not fully adequate. Between December 30 - February 15, I- v
saL STABILIZATQN FA r GUIDEUNS. add 50 lbs/acre of annual Kobe lespedeza. O I- Z CD co Z
TINDER 2"-3"WAENm eTCNE DATES Z M M
I
Apply 4000 lbs/acre straw or equivalent Apply 4000 lbs/acre straw or equivalent Q W J V W-n
cc -
100'MN. ., I/ II I_i ATER TABLE ydroseeding. hydroseeding. J Z 2 N-
W h
t
i
w p SEEDING Apply lime and fertilizer per soil tests, or 2000 Apply lime and fertilizer per soil tests, or 2000 X 0 J Z 03
" lbs/acre limestone and 750 Ibs/acre 10-10-10 lbs/acre limestone and 750 lbs/acre 10-10-10 Q LtJ I- m Q
In AMENDMENTS VT Z O
NON-WOVEN GEOTEXTILE FILTER CLOTH fertilizer, fertilizer. rD z
0 FABRIC 4'ABOVE SOURCE WATER. c co Z
-
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_ _ _ O
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APPROVED DATE, 02/2007 KEY/ANCHOR MATERIAL TO TOE OF SLOPE. APPROVED DATE, 02/2007 CC
NOT TO SCALE NOT TO SCALE NOT TO SCALE w
MECKLENBURG COUNTY MECKLENBURG COUNTY MECKLENBURG COUNTY SEEDING SCHEDULE
LAND DEVELOPMENT i STABILIZED CONSTRUCTION ENTRANCE (sip... REv LAND DEVELOPMENT d79, EMBANKMENT MATTING DETAIL /STD.NO. REV. LAND DEVELOPMENT C�lal:
STANDARDS ii•• STANDARDS ��', (SEASONAL) `0.17 R" q
30.11A STANDARDS 30.20 30.17B
m o
E o
N
0 TRW
I- U 2
=
Z
J
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SIfn.POT LL!
RR p�_ ew 9NE MOT pON� Ba'@N 1a NO I
fEcLotH GENTLE SLOPES STEEP SLOPES 0 W
wm0N FILTER FN N UY (FSSIr;i '' Sh "U TIRE(.01iA I--A _ I�g' - ei H
YiW t+ Os'H 4 Apt- 1 100 lbs/acre tall fescue / o
"
s I II I I II 11I t__ SEEDING 30 lbs/acre Sericea lespedeza Cr --I o
4r-1) II II II 11 II II II II II II I II 11 II II MIXTURE 80 lbs/acre of tall fesue (unscarified after August 15) m11 II II II I II-11 I II I I I I I I-1 11 I T1 OI = 1 I 1=1 I II I =1 _ re m, 10 lbs/acre Kobe lespedeza z CL E [211-1=1 1 I IIh-I1 II II-1=1=11 II II IT I II 11=1=
I I=11 I II II orfrII II II
.11=1 �� LL SLOPE r Al
August 25-October FALL: August 25 -October 15 Q I-- 0 0
SIOFT Late winter:February 15 -April 15 Late winter:February 15-April 15 z
WPCMERU SEEDING To extend spring seeding into June,add To extend spring seeding into June, add
2'MI O
N COMPACTED BERM DATES 15 lbs/acre hulled Bermudagrass 15 lbs/acre hulled Bermudagrass O
55 Overseeding of Kobe lespedeza over:11
dd °OE2) scue is very effe - gi
SEEDING Apply lime and fertilize , or 4000 Apply lime and fertilizer per soil tests,or 4000 0
! : µAINTENANCE NOQ" AMENDMENTS lbs/acre limestone and 1000 lbs/acre 10-10-10 lbs/acre limestone and 1000 lbs/acre 10-10-10 Li.
1. SEDDON FILTER<MET MO HARDWARE DEDIH S el BE le IIC16 Hal art MI T.ER NM le DOES 1. FILTER MET SW1 BE NSFECEO el DE nMNCWLT N.WOh59E Door oR Ns AGSM INNNAIELY fertilizer. fertilizer. W
AMR E.10.1. ND AT LEAST DOLT NOR PROLONGED RNENL 110 We.NEEDED SHALL BE
O
z NIRVIVIE GAM HReaEM N NHGND m TE Sml EMS H MD UM PRCF ITS ITS SO xNmMOD N.INENAmY.
DEAN SLMI BE HEM N A NIWNM CO 12 INmES N D GAUGE
MD Wain RGRIIY N SON R MODEDEW 2. TN ST.SWM BE REDUCED PROMPRY WIER NV EVENT TOT HAS 0.0000D OR MOVED a.
a MIS H w�ND NXE DIM W TO BE SIM As NGoe(le cwxE lµ�ANNG) a. Y5OYUWT Dmosl ROAMING 0 PI DEPOSITS SHODLO LC .AMR THE 1SFINCE 0150 s RF EO SNW.Of THE WRIER My m DEPTH TOD BE DESIGNED �rU�L cRouNO Ground Cover--PrateoSve cover must be established on all disturbed areas within 7 or 14 calendar days after And disturbing activity is completed s NOTE 1 A•(Y"t R."''
u3rsaM m THE ENSIING cevv,PRE➢Nm MD SEEDED. BY ENGINEER(T B MIN) or has temporarily ceased,per Section E,as shown on Sheet C5.1:NCG01 Ground Stabilization and Materials Handling. ;.••" 1
.J4, v
4. SE COWS AT My FONT SAME WNCaTWND RODS'E WORM ND AT THE DRCT.6 THE RSEQai. P
5. ONE.E MORAN ORAMLME AREA HAIR OUTLET .. 0 / •41,--
NOTE 2 -
Graded slopes and fills--Protective cover must be established on all graded slopes and Nis within 7 or 14 calendar days after a phase of grading is _ ? SEAL .1
NOTE: 7.
1n
completed or has temporarily ceased,per Section E,as shown on Sheet C5.1:N0001 Ground Stabilization and Materials Handling. 031005 �v 2././.
1.DITCH SHOULD HAVE LONGITUDINAL SLOPE OF 1R.
2.SILT FENCE MAY BE REQUIRED BEHIND BERM ''O0 •lc4'GINALR t JQ`
NOT TO SCALE APPROVED DATE, 02/2007 APPROVED DATE, 02/2007 '','1'�Aq'H„BPPgO�
NOT TO SCALE
MECKLENBURG COUNTY SILT FENCE MECKLENBURG COUNTY MECKLENBURG COUNTY ' SHEET
LAND DEVELOPMENT M�Jr*7 srD No. R LAND DEVELOPMENT ^ TEMPORARY SILT DITCH �G No RLv. LAND DEVELOPMENT ' -- /�. r
STANDARDS OUTLET OPTION 2 30.06D STANDARDS """$$$ ^ STANDARDS .,. SEEDING SCHEDULE STD N0, AE ■ •O
30.05 30.17A EJ�

t°=�£ TOW]OF Oh.:°S.'":
ANT HILL Ground
Tech
Solutions You Can Build On
Note:this review was carried out E
Plan Sheet s Part Of The based on the information
provid the
Overall Approval As Of The This revied ewby was donedesign usingengineer.the
Following C ate 4/30/2024 minimum acceptable standards of 2067 HW.16 BUSINESS
DENVER,NC 28037
the applicable jurisdiction. NC ENG.uCErNiSE.x31eaa
ECPV 0 V CROIIBSTABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH EQUIPMENT AND VEHICLE MAINTENANCE ONSITE CONCRETE WASHOUT clvlL0N®RING
THE NC601 CONSTRJCTION GENERAL PERMIT STRUCTURE WITH LINER ISSONTrreDATiO
1. Maintain vehicles and equipment to prevent discharge of fluids. CAISSON FOUNDATIONS
ENVIRONMENTAL
Implementing the details and specifications on thisplan sheet will result in the construction
p g p 2. Provide dripany equipment. '" wto�a ENVIRONMENTAL
ENGINEERING
pans under stored a ui ment. ,__ _ ,, ' � • ■_
activity being considered compliant with the Ground Stabilization and Materials Handling 3. Identify leaks and repair as soon as feasible,or remove leaking equipment from the 0*:,*11 a nMa PItrr ' ,5
sections of the NCGO1 Construction General Permit(Sections E and F,respectively). The j' d* ,- a lit w.•amra �'" �r f�
project. >i a R 11111r.1 14 t,
permittee shall comply with the Erosion and Sediment Control plan approved by the ____�' �' � �
4. Collect all spent fluids,store in separate containers and properly dispose as r+ #'�
delegated authority having jurisdiction.All details and specifications shown on this sheet -,� •�•�.�.�!I -�
hazardous waste(recycle when passible),ma not applydepending on site conditions and the delegated authorityhaving jurisdiction. 5. Remove leaking vehicles and construction equipment from service until the problem a,.r "°a ",`.n so nmA.e Mar !'mow.MOTOR acmaMLS asraa
has been corrected. " �'°"."'n' T "'*'. '° •. .'""
SECTION E:GROUND STABILIZATION MULTI •w` TT IOU RC MO mwowol nl lao wvu RACf;s mi s nit=wows
6. Bring used fuels,lubricants,coolants,hydraulic fluids and other petroleum products >er:K.n.ar� MUNI COMM OM 4 „
Required Ground Stabilization Timeframes to a recycling or disposal center that handles these materials. CLOW°"rw °'� It MET OFRECROM
rOM an.r
Stabilize within this
Site Area Description many calendar Timeframe variations ilEl.Ov rapt STRUCTURF gITVF MAT WM STR rTIRF
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 None waters unless no other alternatives are reasonably available. and state solid waste regulations and at an approved facility.
(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 o
(c) Slopes steeper than 7 p g 5. Cover waste containers at the end of each workdayand before storm events or lot perimeter silt fence.
3:1 not steeper than 2:1,14 days are
allowed provide secondary containment. Repair or replace damaged waste containers. 4. Install temporary concrete washouts per local requirements,where applicable. If an
-7 days for slopes greater than 50'in 6. Anchor all lightweight items in waste containers during times of high winds. alternate method or product is to be used,contact your approval authority for
length and with slopes steeper than 4:1 7. Empty waste containers as needed to prevent overflow. Clean up immediately if review and approval. If local standard details are not available,use one of the two
containers overflow. types of temporaryZ
-7 days for perimeter dikes,swales, yp concrete washouts provided on this detail. Q
(d) Slopes 3:1 to 4:1 14 ditches,perimeter slopes and HQW 8. Dispose waste off-site at an approved disposal facility. 5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk a
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 > _J
-10 days for Falls Lake Watershed discharged to the storm drain system or receiving surface waters. Liquid waste must O
-7 days for perimeter dikes,swales, PAINT AND OTHER LIQUID WASTE be pumped out and removed from project. p I- N U o
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 oNo z z co ca
(e) Areas with slopes can be shown that no other alternatives are reasonably available. At a minimum, V - Q r, N
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 O V Ln co z
install protection of storm drain iniet(s)closest to the washout which could receive C) I--- Z co
there is zero slope waters unless no other alternatives are reasonably available. Z rl J CO
spills or overflow. Q w J 0 w - r--
Note:After thepermanent cessation of construction activities,anyareas with temporary 3. Contain liquid wastes in a controlled area. w _1 z H Q
p r1 7. Locate washouts in an easily accessible area,on level ground and install a stone - p =
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. _ -I z LLo
entrance pad in front of the washout. Additional controls may be required by the >G = zoo
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. Q z m o g
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 05 co z
surface stable against accelerated erosion until permanent ground stabilization is achieved. LP -
limits. Post signage on the washout itself to identify this location. N Z
PORTABLE TOILETS tfl O
GROUND STABILIZATION SPECIFICATION 9. Remove leavings from the washout when at approximately 75%capacity to limit co -
1. Install portable toilets on level ground,at least 50 feet away from storm drains, overflow events. Replace the tarp,sand bags or other temporary structural to
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the streams or wetlands unless there is no alternative reasonablyavailable. If 50 foot O
components when no longer functional. When utilizing alternative or proprietary cC
techniques in the table below: offset is not attainable,provide relocation of portable toilet behind silt fence or place products,follow manufacturer's instructions. w
Temporary Stabilization Permanent Stabilization on a gravel pad and surround with sand bags. 10. At the completion of the concrete work,remove remaining leavings and dispose of
•Temporary grass seed covered with straw or • Permanent grass seed covered with straw or 2. Provide staking or anchoring of portable toilets during periods of high winds or in high in an approved disposal facility. Fill pit,if applicable,and stabilize any disturbance
other mulches and tackifiers other mulches and tackifiers foot traffic areas. caused by removal of washout. Z m
• Hydroseeding •Geotextile fabrics such as permanent soil = ry
3. Monitor portable toilets for leaking and properly dispose of any leaked material. O O o
• Rolled erosion control products with or reinforcement matting Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace I- Z 6. w 2
without temporary grass seed • Hydroseeding Q o w
with properly operating unit. w
•Appropriately applied straw or other mulch •Shrubs or other permanent plantings covered HERBICIDES,PESTICIDES AND RODENTICIDES ,, a 2 i
• Plastic sheeting with mulch -I Z
1. Store and apply herbicides,pesticides and rodenticides in accordance with label
• Uniform and evenly distributed ground cover EARTHEN STOCKPILE MANAGEMENT < i
restrictions.
sufficient to restrain erosion 1. Show stockpile locations on plans. Locate earthen-material stockpile areas at least 2. Store herbicides,pesticides and rodenticides in their original containers with the F- CD "
•Structural methods such as concrete,asphalt or 50 feet away from storm drain inlets,sediment basins,perimeter sediment controlslabel,which lists directions for use,ingredients and first aid steps in case of Q
retaining walls and surface waters unless it can be shown no other alternatives are reasonably accidental poisoning. Z o
• Rolled erosion control products with grass seed available. Q' m
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 0 w g
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 CC Q o 0
or surface water. If a spill occurs,clean area immediately. 0 2
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
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 0Q0 1' F
0 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 Z Ea
and in accordance with the manufacturer's instructions. erosion on disturbed soils for temporary or permanent control needs. HAZARDOUS AND TOXIC WASTE Z
4. Provide ponding area for containment of treated Stormwater before discharging
1. Create designated hazardous waste collection areas on-site. 'el
offsite. 2. Place hazardous waste containers under cover or in secondary containment.
{'�r ? NORTH l J4 {)�I f sJ t 3. Do not store hazardous chemicals,drums or bagged materials directly on the ground. v C
5. Store flocculants in leak-proof containers that are kept under storm-resistant cover ,< r �N R ''
or surrounded by secondary containment structures. +. ."-' Environmental Quality ...& i •2
- ,, 031005 -lit
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 04/01/19
';�iyry NcfNEE'�°JQ:
q H. B ,,•
SHEET
C5. 1

/°fir TOWN OF ci
�'�`MINT HILL '_ Ground
Tech
.. Solutions You Can Build On
Note:this review was carried out
Plan Sheet It Part Of The based on the information
Overall A oval As Of The Provided by the design engineer.
PP This review was done using the
Following D9te 4/30/2f 24 minimum acceptable Standards of PH:704-987-8378
DENVER,NC 28037
PART III NC ENG.LICENSE:NC-1826
PART III PART III
E C P-5 00 018 SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING
CIVIL ENGINEERING
G
SECTION A:SELF-INSPECTION SECTION C:REPORTING CAISSON MATERIAL
SECTION B:RECORDKEEPING 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.
which it is safe to perform the inspection. In addition,when a storm event of equal to or approved E&SC plan must be kept up-to-date throughout the coverage under this permit.
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
• Theycause sheen on surface waters(regardless of volume),or
Frequency ( g )
(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)
(1)Rain gauge Daily Daily rainfall amounts. locations,dimensions and relative elevations and sign an inspection report that lists each
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- of the Clean Water Act(Ref:40 CFR 110.3 and 40 CFR 117.3)or Section 102 of CERCLA
y (and p initial Measures
s are odi ed Measures initial or if Ref:40 CFR 302.4)or G.S.143-215.85.
attended days this will determine if a site inspection is the E&SC Measuresare modified after (
needed). Days on which no rainfall occurred shall be recorded as a
"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.
(2)E&SC At least once per 1. Identification of the measures inspected, Plan or complete,date and sign an inspection
Measures 7 calendar days 2. Date and time of the inspection, report to indicate completion of the
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 o
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.
Onment.
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 Z
(3)Stormwater At least once per 1. Identification of the discharge outfalls inspected, 2.Reporting Timeframes and Other Requirements Q
discharge 7 calendar days 2. Date and time of the inspection, ground cover specifications. J
After a permittee becomes aware of an occurrence that must be reported,he shall contact a.
outfalls(500s) and within 24 3. Name of the person performing the inspection, (d) The maintenance and repair Complete,date and sign an inspection report. W d
hours of a rain 4. Evidence of indicators of stormwater pollution such as oil the appropriate Division regional office within the timeframes and in accordance with the > 0
requirements for all E&SC Measures
event>1.0 inch in sheen,floating or suspended solids or discoloration, other requirements listed below. Occurrences outside normal business hours may also be cc cc f
I � rn
24 hours 5. Indication of visible sediment leaving the site, have been performed. 0 1- r'l 1- N-
reported to the Division's Emergency Response personnel at(800)662-7956,(800) Z ry 0 o
6. Description,evidence,and date of corrective actions taken. (e) Corrective actions have been taken Initial and date a copyof the approved E&SC 00 U co
4 Perimeter of At least once per If visible sedimentation is found outside site limits,then a record pp 858-0368 or(919)733-3300. O ,y Z Z 0 m
O to E&SC Measures. Plan or complete,date and sign an inspection O U U LO Z site 7 calendar days of the following shall be made: report to indicate the completion of the 0 �' Z co (q
and within 24 1. Actions taken to clean up or stabilize the sediment that has left -.action. Z C') _,1 CO
hours of a rain the site limits, correctiveW U w -
W Occurrence Reporting Timeframes(After Discovery)and Other Requirements _ H Z Q -
event>1.0 inch in 2. Description,evidence,and date of corrective actions taken,and i i ,� - 0 2 i_ M
(a)Visible sediment • Within 24 hours,an oral or electronic notification. ES i u"
24 hours 3. An explanation as to the actions taken to control future
releases. 2.Additional Documentation deposition in a • Within 7 calendar days,a report that contains a description of the W I- 5 Z cO
stream or wetland sediment and actions taken to address the cause of the deposition. to Z cc' o -
pco(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 off$ (')Z
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 t,1 or offsite and within 24 activity,then a record of the following shall be made: site Case-by-case basis. L Z
and available for agency inspectors at all times duringnormal business hours,unless then O
(where hours of a rain 1. Description,evidence and date of corrective actions taken,and g y p • If the stream is named on the NC 303(d)list as impaired for sediment-
accessible) event>1.0 inch in 2. Records of the required reports to the appropriate Division Divisionprovides a site-specific exemption based on unique site conditions that make this In
p p Q related causes,the permittee may be required to perform additional O
24 hours Regional Office per Part III,Section C,Item(2)(a)of this permit requirement not practical: monitoring,inspections or apply more stringent practices if staff CC
of this permit. 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 grading measures,clearing and grubbing,installation of storm (a) This general permit as well as the certificate of coverage,after it is received. with the federal or state impaired waters conditions.
measures drainage facilities,completion of all land-disturbing (b)Oil spills and • Within 24 hours,an oral or electronic notification. The notification M
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. 1- oRi
2. Documentation that the required ground stabilization substances per Item c'
measures have been provided within the required a similar inspection form that includes all the required elements.Use of Z m w z
timeframe or an assurance that they will be provided as electronically-available records in lieu of the required paper copies will be allowed if 1(b)-(c)above 0 O x z w
soon as possible. (c)Anticipated • A report at least ten days before the date of the bypass,if possible. R. 2 0
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 (-) D_
NOTE:The rain inspection resets the required 7 calendar day inspection requirement. 122.41(m)(3)] effect of the bypass. d 0
(c) All data used to complete the Notice of Intent and older inspection records shall be
(d)Unanticipated • Within 24 hours,an oral or electronic notification. (/) Z ,_
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 a N
upon request. [40 CFR 122.41] 122.41(m)(3)] quality and effect of the bypass. LL 0 , o
(el Noncompliance • Within 24 hours,an oral or electronic notification. J iii Z z
with the conditions • Within 7 calendar days,a report that contains a description of the 0_ 0 0
of this permit that noncompliance,and its causes;the period of noncompliance, W
W
may endanger including exact dates and times,and if the noncompliance has not 0
health or the been corrected,the anticipated time noncompliance is expected to 0 0 c,:,environrnent[40 continue;and steps taken or planned to reduce,eliminate,and d' o z
CFR 122.41(1)(7)] prevent reoccurrence of the noncompliance.[40 CFR 122.41(1)(6). O o o
• Division staff may waive the requirement for a written report on a W 6 1u
case-by-case basis. D' o
( ;' ,'t . '', NORTH CAROLINA n ..P,�H cAR:;;.
.. Environmental Quality (/= ,o i;F ��0,
LiL r .: i, 4/ 1,.u2.
_ SEAL x�
031005
NCGO1 SELF-INSPECTION RECORDI�:EI�;PING AND REPORTING EFFECTIVE: 04/01/19 =°o04;Agilleo�e;�
tiq H . N'A
SHEET
C5.2

(DIvl
I�Itv�<v' "" V. PAVING AND GRADING TEMPORARY SEEDING REQUIREMENTS PER NCDENR EROSION AND Ground
NT HILL•OF THE NORTH CAROL RI'
AY STANDARD DRAWINGS AND A. ALL DELETERIOUS SUBSURFACE MATERIAL(I.E.MUCK,PEAT,BURIED DEBRIS)IS TO BE IDES NOTE: SEDIMENT CONTROL PLANNING AND DESIGN MANUAL NI" PROTEPTION OF Ff09rui_TUFF�C•4NUAL SHALL BE CONSN " THESE PLANS. EXCAVATED IN ACCORDANCE WITH THESE PLANS OR AS DIRECTED BY THE OWNER,THE )p
. THEEULORIH ADOPTED DIVISION
THE OF ENVIRONMENTAL REQUIRERETTH AGENCY(US EPA)AND BY THE CONTRACTOR SHALL CONTACT THE APPROPRIATE AGENCY FOR THE EXACT FIELD LOCATIONS OF ALL WATER, Tech SHALL BECOME VARIOUS " RMIi AND INSPECTION OWNER'S ENGINEER, E OWNER'S SOIL TESTING COMPANY. DELETERIOUS MATERIAL IS TO NORTH CAROUNAATIDIVISION WATER QUALITY THAT A NATURAL POLLUTANT TABLE 6.t0A
REQUIREMENTS SPECIFIED BY THE VARIOUS TAL AGENCIES,THE ENGINEER, BE STOCKPILED OR REMOVED FROM THE SITE AS DIRECTED BY THE OWNER OR THE DISCHARGE ELIMINATION 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 Build On
AND THE ARCHITECT.THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR OWNER'S ENGINEER. EXCAVATED AREAS TO BE BACKFILLED WITH APPROVED MATERIALS DISCHARGES FROM CONSTRUCTOR ACTIVITIES WITH LAND DISTURBANCE OF 1 ACRE OR MORE. SEEDING MIXTURE STARTING CONSTRUCTION.THE OMISSION FROM OR THE INCLUSION OF UTIUTY LOCATION ON THE CONTRACT
TO CONSTRUCTION,AlS SHALL SCHEDULE ANY NECESSARY NSPECTIONS ACCORDING TO AND COMPACTED AS SHOWN ON THESE PLANS.CONTRACTOR IS RESPONSIBLE FOR DRAWINGS IS NOT TO BE CONSIDERED AS THE NON-EXISTENCE OF OR A DEFINITE LOCATION OF EXISTING UTILITIES.
AGENCY INSTRUCTION!.Note:this review was carried out ACQUIRING ANY PERMITS THAT ARE NECESSARY FOR REMOVING DELETERIOUS MATERIAL SPFCIFS RATE(LB/ACRE)
ONS,NBaBGBUIBML+SrR6FTrfETFi01 TO IN THESE PLANS SHALL BE OF THE 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
Plan Sheet �Pi R�IN FROM THE SITE. OR MORE RAINFALL EVENT.CONTRACTOR SHALL KEEP RECORDS OF EVERY INSPECTION. RYE(GRAIN) 20 UNDERGROUND UTILITIES ALONG THE ROUTE OF WORK.
t B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATIONS AGAINST ANNUAL LESPEDEZA(KOBE IN
Overall A OVBtLAI91OTP MEI ATIONS AND ORDINANCES OF THE COLLAPSE AND WILL PROVIDE BRACING,SHEETING OR SHORING AS NECESSARY. PIEDMONT AND COASTAL PLAIN, 2067HWY.16BUSINESS
p� V RIgIJ$gpyF(iyMEN1A � E T7 ���OVER THE WORK. DEWATERING METHODS SHALL BE USED AS REQUIRED TO KEEP TRENCHES DRY WHILE KOREAN IN MOUNTAINS) 50 DENVER,NC 28037
Following te2RgFy�latAt UNDERnYRFSRS®R4RRFAh "NI4TERFKCE SMOOTHLY NTH OTHER PIPE AND APPURTENANCES ARE BEING PLACED. E DSON CONTROL NOIEZ pt. SANITARY SEWER AND WATER DISTRIBUTION PH:704-987-8378
WORK BEING PERFORNESh0MFW1IFEaBIMSIIWN B.T Bc00RACTORS AND 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 ENO.LICENSE:K.18fE
CONTRACTOR SHAH L 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 CROSSING WATER MAINS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES
WITH OTHER CONTRACTORS AND UTIUTY COMPANIES. 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.
F B R Al I A AL��yIJ�51CTILITES D ARE Slb ECT TO THE REVIEWOAND GRAD REPORT 2. UPSTREAM HAVECONTRACTOR ALL BEENOT REMOVE PERMAN NTLYYSTASIN UNTIL
IAND ALL
SEDIMENT-PRODUCING
IS APPROVED BY AREAS MOUNTAINS DATESSEEDING ABOVE 2500 FEET: FEB.15-MAY 15 B. WHERE SANITARY SEWERS AND STORM SEWERS MUST CROSS A WATER MAIN WITH LESS THAN 18 INCHES VERTICAL
ACTOR 0 N UI D REMITSHALL BE THE S TO PER OF MR WORKN INB THE PUBLICS D GRADE UNLESS OTHERWISEHNOTEDS ROR DRAWINGSESENT ED PAVEMENT OR GROUND SURFACE 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 CIVIL ENGINEERING
E. CONTRACTOR SHALL PROVIDE EROSION CONTROL AND SEDIMENTATION BARRIER(SILT PIEDMONT JAW.1 -MAY 1 CROSSING.(DIP IS NOT REQUIRED FOR STORM SEWERS IF IT IS NOT AVAILABLE IN THE SIZE PROPOSED).SUFFICIENT MATERIALTEBTING
..Cur OF 'cos' FENCE OR OTHER MEASURES)TO PREVENT SILTATION OF ADJACENT PROPERTY,STREETS, 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 CN99ONFLTESTI IONS
G. GRADING OFF SITE WILL REQUIRE A LETTER OF PERMISSION FROM THE OWNER PRIOR TO 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.
ANY LAND DISTURBING ACTIVITIES. STORM SEWERS AND WATERWAYS. WHEN SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION SEQUENCE SHOWN ON SOIL AMENDMENTS A MINIMUM VERTICAL CLEARANCE OF 6 INCHES MUST BE MAINTAINED AT THE CROSSING. ENVIRONMENTAL
H. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST EDITION OF THE 1ECKL (BURG F. IFS WIND IZEROSION THE AFFECTEDOMES SIGNIFICANT
DURING
CONSTRUCTION,SPRINKLING, ETCON CONTRACTOR
RACTORASHESHALL
THE PLAN.ALL GRADED SLOPES MUST BE SEEDED AND MULCHED WITHIN 14 CALENDAR FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND GEOTECHNICAL ENGINEERING
COUNTY LAND DEVELOPMENT THE METHODS. DAYS(7 CALENDAR DAYS FOR SLOPES STEEPER THAN 3:1). AGRICULTURAL UMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER. C. ALL.CROSSINGS SHALL BE ARRANGED SO THAT THE SEWER PIPE JOINTS AND THE WATER MAIN PIPE JOINTS ARE
I. NEcia.oe1R0 COUNTY RESERVES THE RIGHT TO INSPECT ALL CONSTRUCTION WITHIN THEEQUIDISTANT FROM THE POINT OF CROSSING(PIPES CENTERED ON THE CROSSING).
PUBLIC RIGHT-OF-WAY,PUBLIC STORM DRAIN EASEMENTS,DETENTION AND WATER G. THE CONTRACTOR WILL STABILIZE BY SEED AND MULCH,SOD OR OTHER APPROVED 4. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY
MATERIALS AS REQUIRED BY ANY DISTURBED AREAS WITHIN ONE WEEK FOLLOWING MULCH
QUALITY BMP'S.MECICLDI0lRlG COUNTY HAS THE ABILITY TO APPROVE OR REJECT ANY LOCAL AUTHORITY. D WHERE A NEW PIPE CONFLICTS WITH AN EXISTING PIPE,THE NEW PIPE SHALL BE CONSTRUCTED OF DIP AND THE
CONSTRUCTION OF THE UTILITY SYSTEMS AND PAVEMENT AREAS. CONTRACTOR SHALL APPLY 4,000 LB/ACRE STRAW.ANCHOR STRAW BY TACKING WITH ASPHALT,NETTING,
WORK COMPLETED OR ONGOING BY THE CONTRACTOR AT THE DEVELOPER'S EXPENSE. MAINTAIN SUCH AREAS UNTIL FINAL ACCEPTANCE BY OWNER. OR A MULCH ANCHORING TOOL.A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE CROSSING SHALL BE ARRANGED TO MEET THE REQUIREMENTS ABOVE.
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
L�M MATTER,DEBRIS,RUBBLE,AND OTHER UNSUITABLE MATERIALS. SHALL BE MAINTENANCE MAIN IN PARALLEL INSTALLATIONS.
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. REFERTIUZE IF GROWN IS NOT FULLY ADEQUATE.RESEED,REFERTILIZE AND MULCH
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. F. IN CASES WHERE IT IS NOT POSSIBLE TO MAINTAIN A 10-FOOT HORIZONTAL SEPARATION,THE WATER MAIN MUST
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. 8. A FILTER BERM SHALL BE PLACED TEMPORALLY AT THE END OF ALL FES UNTIL RIP RAP TABLE 6.10B OF THE SEWER.
APPROVED BY MECKLENBURG COUNTY TO BEGINNING ANY CONSTRUCTION APRONS ARE INSTALLED. TEMPORARY SEEDING RECOMMENDATIONS FOR SUMMER G. WHERE IT IS NOT POSSIBLE TO MAINTAIN A VERTICAL DISTANCE OF 18 INCHES IN PARALLEL INSTALLATIONS,THE
ACTIVITIES. SFNE SI7F(PFR ASTM 04271 %PASSING BY WEIGHT 9, ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF 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 SEEDING MIXTURE (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-ISO TIE CITY/COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE, SPECIES RATE(LB/ACRF)
NO.8 35-55 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 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 NO.200 0-8 VIOLATION OF NC LAW AND IS SUBJECT TO A FINE. IN THE PIEDMONT AND MOUNTAINS,A SMALL-STEMMED SUDANGRASS MAY BE
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. H. ALL SANITARY SEWER MAINS,LATERALS AND FORCE MAINS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER.
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 APPUCABLE 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
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 J. ALL ON SITE DUCTILE IRON PIPE SHALL BE MINIMUM PRESSURE CLASS 350 AND SHALL RECEIVE INTERIOR AND
•PERCENTAGES OF MAXIMUM DRY DENSITY AND OPTIMUM MOISTURE CONTENT,PER ASTM FROM AFFECTED PROPERTY OWNERS. EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI A 21.6,A 21.8,OR A 21.51 AND SHALL BE COATED WITH w
LAWS.THE FOLLOWING IS NOT TO BE PERCEIVED AS THE ENTIRE SAFETY PROGRAM ZINC BENEATH THE BITUMINOUS COATING.
D-698(STANDARD PROCTOR): SOIL AMENDMENTS m
BUT JUST BASIC REQUIREMENTS. ENGINEERED
ALL STD.NUMBERS REFER TO THE ML•CGEiBURG CWNN LAND DEVELOPMENT SOIL
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% 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 14.STEEL POST WITH WIRE FENCE BACKING SHOULD BE USED INSTEAD OF WOODEN POST, L. ALL SANITARY SEWER WORK SHALL CONFORM TO CHARLOTTE WATER STANDARDS AND SPECIFICATIONS. m
ADMINISTRATION RULES AND REGULATIONS. PARTICULAR ATTENTION MUST BE PAID NATIVE SOIL 92% OPTIMUM TO OPTIMUM PLUS 3% MULCH -•
TO THE CONSTRUCTION STANDARDS FOR EXCAVATIONS,29 CFR PART 1926, BURIED OR DRIVEN TO A DEPTH OF 18"IN THE GROUND.PREFABRICATED SILT FENCE IS APPLY 4,000 LB/ACRE STRAW.ANCHOR STRAW BY TACKING WITH ASPHALT,NETTING, M. PRIOR TO COMMENCING WORK WHICH REQUIRES CONNECTING NEW SANITARY SEWER LINES TO EXISTING LINES OR
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 Iu
F. THE MINIMUM STANDARDS AS SET FORTH IN THE CURRENT EDITION OF"MANUAL ON AND BEHIND RETAINING WALLS USED AS A MULCH ANCHORING TOOL. APPURTENANCES,THE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL EXISTING UTILITIES NEAR THE
15.SEDIMENT TRAP AND BASINS SLOPES SHALL BE SEEDED IMMEDIATELY AFTER POINT OF CONNECTION AND NOTIFY OWNER'S ENGINEER OF ANY CONFLICTS OR DISCREPANCIES WITH DESIGN m
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 95$ OPTIMUM PLUS OR MINUS 2% MAINTENANCE LEAST 48 HOURS IN ADVANCE OF SCHEDULED WORK.
PAVEMENT AREAS REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE.RESEED,REFERTILIZE 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. 5
PUBLIC AND WORKMEN FROM HAZARDS WITHIN THE PROJECT LIMITS. FILL IN LANDSCAPE AREAS 92% 2 TO 5%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 WAIER 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 6.10C OCCUPANCY.CONTRACTOR TO NOTIFY THE ENGINEER AND CHARLOTTE WATER 48 HOURS IN ADVANCE TO SCHEDULE
PREPARED BY THE U.S.DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY SHALL BE COMPACTED TO AT LEAST THE FOLLOWING PERCENTAGES OF MAXIMUM DRY MAINTENANCE INSPECTIONS.
1. FOR THE TEMPORARY CONSTRUCTION ENTRANCE; MAINTAIN THE GRAVEL PAD IN A TEMPORARY SEEDING RECOMMENDATIONS FOR FALL
ADMINISTRATION. DENSITY AND OPTIMUM MOISTURE CONTENT,PER ASTM D-696 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. Z
H. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY AND EQUIVALENT. CONDITION 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 APPUCABLE SAFETY REGULATIONS.THE ABOVE INFORMATION HAS STRUCTUREEUSED USED TO TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY.IMMEDIATELY SPECIES RATE(I B/ACRE) 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 d
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. LU
REGULATIONS. AND PAVEMENT AREAS 2. INSPECT SKIMMER SEDIMENT BASINS Al LEAST WEEKLY AND AFTER EACH SIGNIFICANT SEEDING DATES J
MOUNTAINS AUG.15-DEC.15
I. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED (1/2 INCH OR GREATER)RAINFALL EVENT AND REPAIR IMMEDIATELY.REMOVE SEDIMENT O. ALL WATER SYSTEM WORK SHALL CONFORM TO CHARLOTTE WATER STANDARDS AND SPECIFICATIONS. Q
AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN IT ACCUMULATES TO COASTAL PLAIN
UTILITIESM AND SHALL PROVIDE AT LEAST 48 OBTAIN FIELD
NOTICE TOITHE UTILITYAND PIEDMONT AUG.15-DEC.30 Q I- N F N-
COMPANIES PRIOR TO CONSTRUCTION TO 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 SO THAT R. ALL ON SITE PVC WATER MAINS 4 INCHES THROUGH 12 INCHES SHALL BE IN ACCORDANCE WITH AWWA C-900 AND
UNDERGROUND UTILITIES. ALLOWED TO DRY UNTIL THE SOILS BECOME WORKABLE WITHOUT PUMPING.THE TE SEDIMENT UNDERNEATH CAN BE EXCAVATED.EXCAVATE THE SEDIMENT FROM THE SOIL AMENDMENTS SHALL BE CLASS 150 DR 18.ALL ON-SITE PVC WATER MAINS 2"TO 3"SHALL BE CLASS 1120 AND MEET Z N V 0
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 >� CO (� CO
FACILITIES, ABOVE OR BELOW GROUND,THAT MAY OCCUR AS A RESULT OF THE 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. AND 1,000 LB/ACRE 10-10-10 FERTILIZER. 1120 OR 1220 SCHEDULE 80 AND MEET REQUIREMENTS OF ASTM D-1785. > O N Z Z CV N FLOOR SLAB,AND PAVED AREAS. IF THIS OCCURS,THE SOFTENED SOILS SHALL BE PLACE REMOVED SEDIMENT IN AN AREA WITH SEDIMENT CONTROLS.
WORK PERFORMED BY THE CONTRACTOR CALLED FOR IN THIS CONTRACT. Z
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 S. PVC PIPE FOR FIRE PROTECTION AWWA C900 CLASS 200 WITH AN SDR OF 14 OR LESS Q U >
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. MULCHCI I"' Z CO (n
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 CO __ CO
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 Q LyI _j (..I LU-
Illr SITE PLAN AND COORDINATE OFOUETRY PAVED AREAS. WATER SHALL NOT BE ALLOWED TO ACCUMULATE(POND)AROUND 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 LU C J Z H§ N-
A. PRELIMINARY ARCHITECTURAL BUILDING, AND PLUMBING PLANS HAVE BEEN BUILDING PERIMETERS OR ON PAVED AREAS. SIDE OF THE BASIN AND REMOVE THE DEBRIS.ALSO CHECK THE ORIFICE INSIDE THE AN ASPHALTIC SEAL COAT CONFORMING TO AWWA/ANSI C104/A21.4.THE WEIGHT AND CLASS DESIGNATION SHALL BE _ - Q =L._L+>SKIMMER TO SEE IF IT IS CLOGGED; IF SO REMOVE THE DEBRIS. MAINTENANCEU0
RECEIVED BY EPA N. GENERAL ROCK EXCAVATION: ROCK SHALL TBEO DEFINED AS ANY MATERIAL WHICHPAINTED IN WHITE ON THE EXTERIOR SURFACE OF ALL PIPES AND FITTINGS.MANUFACTURER'S CODE OR SERIAL NUMBER = J_ >
CANNOT BE EXCAVATED WITH ASINGLE-TOOTH RIPPER DRAWN BY A CRAWLER 5. IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED,THE ORIFICE CAN BE REMOVED AND REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY.TOPDRESS WITH 50 LB/ACRE SHALL BE PROVIDED ON THE BELL OF EACH PIPE JOINT. >
C. SITE PLAN PREPARED S BY GTSI. TRACTOR HAVING A MINIMUM DRAW BAR PULL RATED AT NOT LESS THAN 56,000 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 2 LU I- = r Z CO
C. STRUCTURAL PLANS HAVE BEEN RECEIVED BY GTSI. BY POUNDS (CATERPILLAR DBK OR EQUIVALENT).THE VOLUME OF ROCK EXCAVATION SHALL SURE AND REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER. JUNE 15,OVERSEED WITH 50 LB/ACRE KOBE(PIEDMONT AND COASTAL PLAIN)OR U. ALL DUCTILE FITTINGS SHALL BE MECHANICAL JOINT WITH A MINIMUM PRESSURE RATING OF 2S0 PSI AND SHALL "'C L/1 Z m 0 S. ELECTRICAL,MECHANICAL,AND FIRE SAFETY PLANS HAVE NOT BEEN RECEIVEDBE DETERMINED BY A LICENSED 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 (O in
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. CO Z
E. BOUNDARY SURVEY PREPARED BY THE ISAACS GROUP OF CHARLOTTE,NC. ELEVATION POINTS TO ACCURATELY DEFINE THE VOLUME OF ROCK EXCAVATED.THE SPILLWAYS AND OUTLET FOR EROSION DAMAGE AND INSPECT THE EMBANKMENT FOR W Lf1
F. ALL POINTS AND MONUMENTS SHALL BE SURVEYED UPON MOBILIZATION TO VERIFY 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 N Z
THEIR ACCURACY. ANY DISCREPANCIES DISCOVERED MUST BE BROUGHT TO THE 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. Lf"Y Q
ATTENTION OF THE ENGINEER IN WRITING. 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 OO
G. MONUMENTS AND OTHER SURVEY CONTROL POINTS SHALL BE PROTECTED FROM 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. VIVI.
DAMAGE AND DISTURBANCE.IF ANY CONTROL POINTS ARE DAMAGED OR DRAINAGE PLUGGING WITH ICE. Q
DISTURBED,IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE A. ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE PIPE UNLESS OTHERWISE 8. OR RIPRAP CHANNELS; INSPECT CHANNELS AT REGULAR INTERVALS AS WELL AS AFTER SEEDING MIXTURE X. POINTS OF CONNECTION OF THE EXTERNAL WATER UNES ARE TO COINCIDE WITH THE BUILDING PLUMBING AS
ENGINEER AND REPLACE THE CONTROL POINTS TO THEIR ORIGINAL CONDITION AT NOTED ON PLANS.ALL DRAINAGE STRUCTURES SHALL BE IN ACCORDANCE WTI NCDOT MAJOR RAINS AND REPAIRS PROMPTLY.GIVE SPECIAL ATTENTION TO THE OUTLET AND S•FCIFS RATE(LB/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 LLJ
HIS OWN EXPENSE. CHECK STABIUTY 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
H. ALL ELEVATIONS REFER TO THE NATIONAL GEODETIC VERTICAL DATUM. 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
I. LOCATIONS,ELEVATIONS,AND DIMENSIONS OF EXISTING UTILITIES,STRUCTURES AND 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.
OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE SUBMITTAL OF BID. DURING OUT-OF-BANK FLOW. SEEDING NOTES Z. ALL COMPONENTS OF THE WATER SYSTEM,INCLUDING FITTINGS,HYDRANTS,CONNECTIONS,AND VALVES SHALL o'
AT THE TIME OF PREPARATION OF THESE PLANS.THE CONTRACTOR SHALL VERIFY 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.
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THE LOCATIONS,ELEVATIONS AND DIMENSIONS OF ALL EXISTING UTILITIES, 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 UN- PRESSURE TESTS SHALL BE IN ACCORDANCE WITH CHARLOTTE WAIER SPECIFICATIONS.CONTRACTOR TO NOTIFY A
STRUCTURES AND OTHER FEATURES AFFECTING THIS WORK PRIOR TO UNLESS OTHERWISE NOTED. 10.SHOULD THE FABRIC OF THE SEDIMENT FENCE COLLAPSE,TEAR,DECOMPOSE OR BECOME LIKELY TO BECOME A PEST coa
INEFFECTIVE,REPLACE IT PROMPTLY. OWNER'S ENGINEER AND CHARLOTTE WATER INSPECTORS 48 HOURS IN ADVANCE OF PERFORMING TESTS. x N
CONSTRUCTION. 2. AFTER AUG.15 USE UNSCARIFIED SERICEA SEED 0 o
D. ALL STORM DRAINAGE PIPING SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE 11.REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME
J. UPON COMPLETION OF CONSTRUCTION,THE CONTRACTOR SHALL FURNISH OWNER'S FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE.TAKE CARE TO AVOID 3. WHERE A NEAT APPEARANCE IS DESIRED,OMIT SERICEA AND SUBSTITUTE 40 AA. DISINFECTION: SHALL CONFORM TO AWWA C851.ALL NEW WATER MAINS SHALL BE DISINFECTED AFTER THEY HAVE m'8OWNER'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 N Z
ENGINEER WITH COMPLETE"AS-BUILT"INFORMATION CERTIFIED BY A REGISTERED ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE INSPECTIONS. UNDERMINING THE FENCE DURING CLEANOUT. 4. TO EXTEND SPRING SEEDING DATES INTO JUNE,ADD 15 LB ACRE HULLED BAR- WATER AFTER WHICH A CHLORINE SOLUTION OF 50 PARTS PER MILLION SHALL BE INDUCED.THE CHLORINE SOLUTION o m w
LAND SURVEYOR.THIS"AS-BUILT INFORMATION SHALL BE PRODUCED ON AUTOCAD 12.REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE
VERSION 12,OR LATER,AND UPON COMPLETION, THE CONTRACTOR SHALL E. THE CONTRACTOR SHALL MAINTAIN AND PROTECT FROM MUD,DIRT,DEBRIS,ETC.THE u/
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 FOR A MINIMUM OF 24 HOURS.THE LINES SHALL AGAIN BE FLUSHED AT A RATE OF 2 6
FURNISH GROUND TECH WITH DISKS OF ALL DRAWINGS,ONE SET OF REPRODUCIBLE STORM DRAINAGE SYSTEM UNTIL FINAL ACCEPTANCE OF THE PROJECT.THE CONTRACTOR PROPERLY STABILIZED. FESCUE IN SEPT. FEET PER SECOND WITH CLEAN WATER UNTIL THE CHLORINE RESIDUAL IS REDUCED TO THAT OF THE SUPPORTING w m
MYLARS, AND FIVE SETS OF BLUEPRINTS.THE"AS-BUILT"INFORMATION SHALL MAY BE REQUIRED TO RECLEAN PIPES AND INLETS FOR THESE PURPOSES. 13.INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL. SYSTEM.SAMPLES SHALL BE THEN COLLECTED AND TESTED FOR COLIFORM BACTERIA.ANALYSIS SHALL BE BY A STATE
IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION NURSE PLANTS CERTIFIED LABORATORY USING THE MULTIPLE TUBE FERMENTATION METHOD.ONE SAMPLE SHALL BE COLLECTED FROM
CLEARLY AND ACCURATELY REPRESENT ALL CONSTRUCTED ITEMS INCLUDING,BUT 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
NOT LIMITED TO: AREA PROTECTED IS PERMANENTS STABILIZED,REMOVE THE RIDGE AND CHANNEL TO SUDANGRASS. PRIOR TO MAY 1 OR AFTER AUG.15 AND 40 LB/ACRE RYE(GRAIN) REPEATED UNTIL THE LINES ARE CLEAN.
VIL EROSIONallg O CONTROL BLEND WITH NATURAL GROUND LEVEL AND APPROPRIATELY STABILIZE IT. _ v
1. ELEVATIONS OF ALL STORM SEWER AND SANITARY SEWER STRUCTURE BOTTOMS, 0
TOPS,AND INVERTS. 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 BB. WATER MAIN SHALL HAVE 14 GA.BLUE COATED TRACER WARE ON ALL SERVICES AND MAINS BURIED OVER THE H- o
2.FIELD MEASURED LENGTHS OF PIPES FOR ALL INSTALLED UTILITIES,CONDUITS, WITH THE CONSTRUCTION OF THE PERMANENT EROSION CONTROL FEATURES TO THE (1/2-INCH OR GREATER)RAINFALL EVENT AND REPAIR IMMEDIATELY.CLEAN OUT BEST POSSIBLE WATER MAIN.Z
EXTENT NECESSARY TO ASSURE ECONOMICAL EFFECTIVE AND CONTINUOUS CONTROL OF FALL: AUG.25-SEPT.15 AUG.20-ACT.25 E < N SLEEVES,ETC. SEDIMENT,STRAW,LIMBS OR OTHER DEBRIS THAT COULD CLOG THE CHANNEL WHEN Q
3.LOCATIONS OF ALL STRUCTURES,PIPES,CONDUITS,SLEEVES,ETC. EROSION AND WATER POLLUTION THROUGHOUT THE LIFE OF THE CONSTRUCTION PHASE. NEEDED, o
4.CALCULATED SLOPE OF ALL SANITARY SEWER AND STORM SEWER LINES. B. THE TYPE OF EROSION CONTROL BARRIERS USED SHALL BE GOVERNED BY THE NATURE 15.ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND EROSION FROM LATE WINTER: FEB.15-MAR.21 FEB.1 -APR.15 U m
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 SOUD SEDIMENT BARRIERS TO PREVENT FALL IS BEST FOR TALL FESCUE AND LATE WINTER LESPEDEZAS. OVERSEEDING OF FROM ANY PERMANENT STRUCTURES. -
APPURTENANCES,AND HORIZONTAL AND VERTICAL CONTROL ON THE TOP OF SIGNIFICANT EROSION OCCURS BETWEEN THE DAMS ADDITIONAL MEASURES CAN BE TAKEN FALL-SEEDED ss Lu
WATER MAINS AT ALL CROSSINGS,AND A MINIMUM OF EVERY 200 UNEAR FEET PREVENTTUE WIRER DN.F OATH TUR SANDY RT INS HAY NEED ONLY SILT NILT FENCE TO REMO AS SEDIMENTMEN A C MULATEDVB RIN RAP LINER IN THAT ED ON E NT DAMAGEAAAGEL. UNHULLEDKOBE PBEERMUDAG ASS EDEZA OVER SEED INFALLLL FESCUE IS VERY EFFECTIVE. USE DD.WATER VALVES SHALL COMPLY WITH APPROPRIATE AWWA STANDARDS. U S
OF PIPE. UATIO S. .FLOATING TURBIDITY CURTAINSBE SHALLREQUIREDE USED IN OPEN DARER 16.REMOVE LVEGETATION,ACCUMULATED ALLOW
BEHIND THE DAMS R NEEDED TO THEEVTO STONE
SITUATIONS.DIVERSION DITCHES MAY TLA TO PREVENT TURBID TO CHANNEL VELARG ALLOW THE CHANNELCARRTO DRAIN THROUGH CHECK 1.GATE LVALVES 2-INCHES: S CONFORM TO S VAWWA SHAH/BE FOR CAST IRON BODIED,W BRONZE MOUNTED, a.
6.HORIZONTAL AND VERTICAL CONTROL OF ALL TOP OF BANKS,TOE OF SLOPES, 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 a.
ALL GRADE BREAKS,BUILDINGS,PONDS,ETC. 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
K. ALL DIMENSIONS SHOWN ON PLAN ARE TO FACE OF BUILDING,EDGE OF PAVEMENT, 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
CENTERUNE OF STRUCTURE,OR END OF PIPE UNLESS NOTED OTHERWISE. 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
N
THOSE AREAS IDENTIFIED IN THE PLANS AND IN THE SPECIFICATIONS. MULCH HANDWHEEL FOR EXPOSED LOCATIONS.ALL VALVES SHALL BE OPEN LEFT. O Z
D. EXCEPT AS NECESSARY FOR CONSTRUCTION,EXCAVATED MATERIAL SHALL NOT BE APPLY 4,000-5000 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
IY.-CLEARINIUDENLIMI. 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 SOUD WEDGE,NON RISING STEM CONSTRUCTION.VALVES SHALL W
EBE SEALED RUBBER"0"RING SEALS BOTH ABOVE AND BELOW THE THRUST RING.VALVES STEMS SHALL BE OF
A. THE CONTRACTOR SHALL CLEAR AND GRUB ONLY THOSE PORTIONS OF THE SITE E. THE CONTRACTOR SHALL SCHEDULE HIS OPERATIONS SUCH THAT THE AREA OF OTHER ADEQUATE EROSION-CONTROL DEVICES OR STRUCTURES.IN ANY EVENT, w
NECESSARY FOR CONSTRUCTION.DISTURBED AREAS WILL BE SEEDED,MULCHED, 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 y y
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 REFERTILIZE 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 616.1 FLANGES FOR O m
DURATION OF EXPOSED,UNCOMPLETED CONSTRUCTION TO THE ELEMENTS SHALL BE AS PERMANENT GROUND COVER,DEVICES,OR STRUCTURES SUFFICIENT TO RESTRAIN 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
FOLLOWING CONSTRUCTION. SHORT AS PRACTICABLE.CLEARING AND GRUBBING SHALL BE SO SCHEDULED AND EROSION. AND MULCH DAMAGED AREAS IMMEDIATELY. HANDWHEEL FOR EXPOSED LOCATIONS.ALL VALVES SHALL BE OPEN LEFT.IN UNE VALVES TO BE INSTALLED EVERY
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. W,
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 .``"•0A C'
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. P • '''''"
OWNER OR THE OWNERS ENGINEER.REMAINING EARTHWORK THAT RESULTS FROM THE PROJECT PERMIT. O ••ETA ;�
CLEARING AND GRUBBING OR SITE EXCAVATION IS TO BE UTILIZED ON-SITE IF F. THE CONTRACTOR SHALL PROVIDE ROUTINE MAINTENANCE OF PERMANENT AND CALENDAR DAYS FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT, AMPLE MEALS AND EQUIPMENT WIRE WHICH TO REMOVE AND PROPERLY DISPOSE OF 1.PRESSURE TEST: SHALL CONFORM TO AWWA STANDARD DURATION
FOR PVC PIPS ALL AWWA ES FOR NU2TILE IRON. 2;O
WHICHEVER PERIOD IS SHORTER. ANY AND ALL WATER ENTERINGTIONS THE EXCAVATIONIL OR OTHER PARTS OF THE WORK THERTEST PRESSURE4SHALL 2 U PSIG AND THE D ST WILL OF THE TEST SHALLB E NOT LESS DINE 2 HOURSS
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 LYING AND GRADING OR MORE THAN 24 HOURS.THE DURATION OF THE TEST WILL BE DETERMINED BY THE COUNTY ENGINEER AS THE SEAL
BY THE OWNER'S SOILS TESTING COMPANY.EXCESS MATERIAL IS TO BE EITHER DISTURBED SOILS ARE STABIUZED. 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.
STOCKPILED ON THE SITE AS DIRECTED BY THE OWNER OR OWNER'S ENGINEER,OR 2 LEAKAGE SHALL
CONDUCTED
NO WATER SHALL BE ALLOWED TO RISE AROUND THE PIPE IN UNBACKFILLED AMOUNT OF WATER THAT MUST BEALONG18 PRESSURE
SURTEST.LEAKAGE
WILL THE 031005 .
SUPPLIED TO THE EWLYLA UNES TOANHE TEST PRESSURE _ 3
REMOVED FROM THE SITE.THE CONTRACTOR IS RESPONSIBLE FOR ACQUIRING ANY 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: '"OD•..•,NOINE0,... "`
SITE. DRAINED FROM THE WORK SHALL BE DISPOSED OF IN SUCH A MANNER AS TO L-(S)(D)(SORT P)/148,000 �''y'Vq H••Bp''
C. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIALS SHALL BE DISPOSED OF PREVENT SILTATION AND EROSION TO ADJACENT PROPERTY OR OTHER
OFF-SITE IN ACCORDANCE WITH APPLICABLE REGULATORY AGENCY REQUIREMENTS CONSTRUCTION. WHERE: ,,..WSW
L-LENGTH OF IPELEAKAGE IN GALLONS PER HOUR
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 /� •0
200 PSI TEST'PRESSURE. BV^
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