SW3170306_APPROVED PLANS_20170710

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
DOC TYPE ❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE '-/0 710
YYYYMMDD

*SEDIMENT BASINS NEED TO BE STABILIZED EXISTING WETLAND NIF DATE IssuEOFOR
CONSTRUCTION SEQUENCE IMMEDIATELY AFTEIR INSTALLATION. ExisTlNc STREAM - cARoSER ICES LLPMENIT
,.''-SERVICES �LC� "
DB. 6693.PG. 095 ___i ' ' " "` ' `_ 03/20/17 Iniiial Submittal to Union County e .
1. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM DEN CONCENTRATION OUTLET ,.� DB.6f44 PG.292 70 F 24 RCP 0.51%
AND/OR LOCAL REVIEW AUTHORITY. " ' ... DB'4087 PG. 228 04/12/17 Revisions per Comments fromNCDEQ Eros!
ii • .'' ./�� Y••-.•...''.. \• ...PAF2CEL#094170018 / .
Y
2. SET AN ON -SITE PRECONSTRUCTION CONFERENCE WITH NO DEQ �� j \ \ BAFFLES ' 0$/12/17 Second Submittal to Union County
EROSION CONTROL INSPECTOR. PRECONSTRUCTION CONFERENCE yam' (TYP)
,R
SHALL r-
BE USED TO CLARIFY THE SEQUENCE OF ACTIVITIES AND .. ..- \ ,,. r ` �+- ...-„ , ,.. -
ITEMS OF CONSTRUCTION THAT MUST BE ADDRESSED PRIOR TO ':. 1� �.pw' -� � ���� _-- ;,..��"' """'� '�
BEGINNING GRADING ACTIVITIES
/ 25'STREAM 'BUFFER _
1,
l-
3. INSTALL CONSTRUCTION ENTRANCES FIRST, BEFORE ANY OTHER - /! 61 LF 36 RCP 0:6600
ACTIVITY HAS BEGUN. NEXT INSTALL ALL TREE PROTECTION @
FENCING AS SHOW ON THE EROSION CONTROL PLANS. THEN INSTALL
T _ +
SILFENCE, SEDIMENT BASIN, SKIMMER BASIN, AND
CONCENTRATION OUTLETS AS SHOWN ON THE EROSION CONTROL -- -
PLAN. CONTRACTOR SHALL CLEAR AND GRUB ONLY AS NEEDED TO / �.. -'
INSTALL THE REQUIRED EROSION CONTROL DEVICES. NOTIFY THE -..f: _ / I _ 411I
............... a
ENGINEER AND/OR NC DEQ INSPECTOR ONCE ALL EROSION ,/ - I �. � � r\ 1� ,. ,: , ......
CONTROL MEASURES HAVE BEEN INSTALLED AND UPON ���-""" •� � _ _ _ --- �-
SATISFACTORY REVIEW OF THE EROSION CONTROL DEVICES BY THE 'µ 195 V96 197 198 199
ENGINEER , • .-, --' /: , ' .:' 194 r- ....... ., / \ • ,_ ' -' /' ' �'
E AND/OR NC DEQ INSPECTOR, CONTRACTOR MAY CLEAR
6 200 \ AND GRUB THE REMAINDER OF THE ' SITE. ........... '' , %.� .' �' (
/
o /
4. MAINTAIN EROSION CONTROL DEVICES AS NEEDED AND/OR
SPECIFIED. SEDIMENT BASINS SHALL BE INSPECTED AFTER EACH
RAINFALL ENSURING THAT ADEQUATE SEDIMENT STORAGE IS /-'- �,i - / f \ =� /J/ - CuINITY MAP -N.T.S.
AVAILABLE AT ALL TIMES AND THE GRAVEL AND RIP -RAP OUTLET IS ' ' : " � , ��-' / � ` ,
it
UNOBSTRUCTED (FREE OF DEBRIS). ALL EROSION CONTROL I ; ; 19 - r
FEATURES SHALL BE INSPECTED WEEKLY OR AFTER EACH RAINFALL, J '� } r \ STOCKPILE ,
WHICHEVER COMES FIRST. w
r�
-
` 301
_ _ % BENT�REEN LANE _:-
1 /. / - -+ -
5. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN r , / / - - _` I
- � � ,. :' , (50PUBLIC R/W) ``1 7 :':`,201 /
ALL EROSION CONTROL DEVICES TO. MINIMIZE EROSION AND .11
- _ - \„ - ': • - t \ - C l
SEDIMENTATION. ADDITIONAL MEASURES SHALL BE INSTALLED AS
DIRECTED BY ENGINEER AND/OR NO DEQ INSPECTOR r i i EM GEN 202
I �� --; __ � ;
6. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ' r +r ' / S LWAY \ \`
ACCORDANCE WITH THE N.C. EROSION AND SEDIMENT CONTROL
PLANNING AND DESIGN MANUAL, U.S. DEPARTMENT OF
I / �•\', \\ , .V '' .� 20
AGRICULTURE AND THE LOCAL GOVERNING AUTHORITY STANDARDS. 21S /\
.
\ i ;
7. SITE SHALL BE STABILIZED PER THE STABILIZATION REQUIREMENTS i I r ( / /'4•
NOTED ON DETAILS SHEET. TIME FRAMES REFER TO ANY PERIOD OF i I i l 1 \ \ ; 219 ASIN #100� / I
`�y Z7 a6 215 I 214
INACTIVITY. r , r , / f / 1 ::'/ / \ RAINAGEi/' A=%10.g5A i .-
.........i....:. I i .. .6/t6`. 22Q,. OP BERM,-
/.... /.. 8. ONCE THE SITE IS STABILIZED AND THE LOTS ARE READY FOR I ' ; �..... „ ' ' •. I / '� 213 \ / / '•204` ,
I 190 \ PILL A _ 5fl / Knoinwha#sbCIO
DEVELOPMENT, INDIVIDUAL LOT EROSION CONTROL MEASURES I i i •� I / / \ \ I �� ' \
r APPLES _ \ +RISERWEII,F"j �.50 / \ j .N<+tl�d:.�„on•.cauCenrb' . 0' 1helfire.y
MUST BE USED ACCORDING TO THE INDIVIDUAL LOT EROSION r r _ I / 1
CONTROL CHART IN THE DETAILS SECTION. i i _ I' ' I , \ \ LEANOUT - Q. 5 .I / 212
�O] 1QAd_BAy = 63ZD2
9. DAILY LOG SHALL BE MAINTAINED AND KEPT ON SITE AT ALL TIMES IN ' I i - �- -- - V _ _ _ - _ _ �_ ' \ / / , EnglDeer
ACCORDANCE WITH THE NPDES PERMIT. DAILY LOG SHALL BE i I i - - 0Lt71 "f 9 530 CF \ \ f 211 / �'•:
READILY AVAILABLE FOR INSPECTION BY THE ENGINEER AND/OR NO "� ... I i I r i I -_ .'' / _ _ - _ _ _ • �. - q.!�
_ DEQ INSPECTOR AT ALL TIMES, DAILY LOG SHALL NOTE THE DATE, ' i I r I - - - - _ ,/ +/ \ 2O5 l�, �`� / - ,r • - ,, �,// i i ,,,�
CONSTRUCTION ACTIVITIES AND RAINFALL DATA (AT AMINIMUM).
..1 / `\\ ... BASIN), 390
210
10. PERSONS RESPONSIBLE FOR LAND DISTURBING ACTIVITIES MUST I I , , ' /
` 221 / I MER SIZE I I I \ RAIN}
INSPECT THE SEDIMENT AND EROSION CONTROL MEASURES ON A , I , , / AA FS� AGIc AREA 6.28 AC.
PROJECTAND SUBMIT A SELF -INSPECTION REPORTAFTER EACH i ' ' - , / / '`.---\� / , _ f�OPB.TERM=65200
PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED r iI �� _ - - it DIMF,t I / `•, / o \ - _
_NSI � t335 X t20 _ SPILEV[(/Ah' 651.00 !!, „ • • , • ,, / ,,, �'
EROSION AND SEDIMENTATION CONTROL IS BEING FOLLOWED. - ' ' / : 225. 226 j :/ ; ) 209
\ / R LENG,ifH 00 FT I I \ / fl RISE ri650.00
A LIST OF POSSIBLE PHASES MAY INCLUDE: ;2'27 / \ I I R, WEIR =
1 1 / 222 CLEA VOUT = 64s 00
I, / t
SEDIMENT
223224 w / i t 'BOTTe M BASIN = 648.00
INSTALLATION OF PERIMETER EROSION AND I� �: / 'Z2� f� �? ` ,
CONTROL MEASURES. \ i \ I �° I L / / / ; /� I ''.� i ... , ' I 1 RII VOLUME = 11,304 CF r� 7� " p' .
-INSTALLATION OF SEDIMENTTRAPSBASINS. �'...,' \ /// \ ,' \\ '..,, `i I �J,: / / / \ \. '- ,:_�_ r , ACT,,V/OLUME=52,1.$SCF R. J06'' MS &.Associates
\ / `• ( / / \ B#f / SPILL ' -
-CLEARING AND GRUBBING OF EXISTING GROUND COVER � .....,, / / \ -,- . "'�=�,--; �. -, � 229 /// .� � � / �!/AY LENGTH ;20.00 FT
-COMPLETION OF ANY PHASE OF GRADING THAT REQUIRES ' \`. ,,,,: • •. , ".. 3 RISER'S 3.0' x 3.0' O.a. Box En inee' nn •Land Surve in' • ' P
PROVISION OF STABILIZATION. >�� / \ , ILE --'-• " .- - "' \- , / \ // \ \ ` `� "T, 6'E BARRIEL =70 LF 24 RCP 0.51% `� °:' ,�
-INSTALLATION OF MEASURES DURING ANY PHASE OF THE : .Ir- _''� 1 S7 \ ` 'S ' 1 ( 23W ...... .:/ r 2O7 ' .:;a - NJIE`•R SIZE = 4.QQ° SnAgeTn
PROJECT. /'-- \ _ _ ZE- 2.00
BENT G
M ent
........ -; _ EN. - - ........:65ffi... / / I / I FII Szve.°c�rnme.smrerai.F°hNu sczsro$ r'
-COMPLETION OF CONSTRUCTION OR DEVELOPMENT. ' \ / \ (50 VIII PJW) I i # 2149-- \i / / / / / I/. 'BASIN) ID;IME S *213 x ±88 °
-INSTALLATION OF STORMWATER RETENTION MEASURES. \ ,: / / / \ _ .-•�` �. / / \ / /'� VVEIR;IL'ENG NH'N14.00 FT
-QUARTERLY UNTIL THE ESTABLISHMENT OF PERMANENT / / 186- _ - - - - _ ` \ \ // / _ 231 / �.`\ \ \ \. / /�
GROUND COVER IS FULLY ESTABLISHED. 1NWW.rjOeharrlS.COCT
BASIN #2 -
11. EROSION CONTROL DEVICES SHALL REMAIN IN PLACE UNTIL SUCH D E EA:
6:37. 18 I
TIME THAT SITE HAS BEEN PERMANENTLY STABILIZED WITH P M = 6 & / 5 I • ........ ...............................
................
VEGETATIVE COVER ANDIOR OTHER DEVICES PAVEMENT, STONE, : •' _ -•••••.. 'f E /
( P WA 5 54 This drawing shall not be used for construcfion ur`
ETC...). INDIVIDUAL MEASURES MAY ONLY BE REMOVED UPON °' - I 1 `: I I \/ \ \ \ \ ' r •`.. A p j10' 111
.183 � 180 seal and slgnaiure of the r9sponsible registrant appears,on
RI R R 0 i � I / / \`Ow\ � \ / ••
APPROVAL BY THE NO DEQ EROSION CONTROL INSPECTOR (LQS). - 18[� �•$2 1$'� - -� ' -
SEDIMENT AND SKIMMER BASINS ARE TO BE USED DURING THIS - LEANOU - I I I I I;179 /. \ \ , \ /. / • drawing, and proper perma forms and related fees are tranj
EROSION CONTROL GRADING PLAN. ALL LOTS WHICH CONTAIN { - ASv 1:00 I i I �;: '� -.................... by,the Owner", Owner's Agent or Contractor to the Authori
/ I / / \ 11 232 .-ty
SEDIMENT AND/OR SKIMMER BASINS ARE TO BE DEVELOPED LAST. - 'AIM ' 1 6-CF ', `., I / / $ / / , /�' having jurisdiction.
/ \
C'F rporate Seat En ineers Seal ,
12. ONCE SITE IS STABILIZED AS DETERMINED BY THE NO DEQ EROSION +� = 20.0 ` - - - t t r • • 9
BAFF rid _�
CONTROL INSPECTOR: ���� _ , r -. x _ - - - I ..: - 17 .,... \ \ ' mN` �r^,y�f ''' 0% 1 CA ,,O '., , i • ```t��t1t1 CA rf -- L_ I.. /
o --- -- ------ _ - I \\ \ CONCRETE WA$ht' ': j'.. ,, Gd.l! �p��;... ...,D�j i��� `�pOt��� R
SEE DETAIL `rt F?i ;'oFESS/0 ?9:.:
RECONNECT OR INSTALL PERMANENT DRAINAGE PIPES TO 233 / . 4pFESs%a
FULL LENGTHS ' ® \�\ ,1 , - t ---- � ?, \ � �/ �\ ( )
-REMOVE SEDIMENT BMPs - _ \ ...} ?''1.76 / ` \ \ . 7� c,... = '' : m - 'jw
$r'o ---- --- ---- - ---- ---------------- _--- \ \ \ : H / / , . . o SEAL � . '% � SEAL'"'
-STABILIZE SEDIMENT BMP AREAS (GRASSING W/MULCH OR . \ !' =I
T . , � �`'; \ \ / r! C) o :, - � : c� C-4168 � "t w 036636
HYDROSEED) r I �\
-SUBMIT NOTICE OF TERMINATION ONCE SITE HAS ACHIEVED i. I ,:--
..-.. s �'�' / /
70%PERMANENT VEGETATION � +' r I t \ ��R� °' •°• T �
N/F : "� 1? a / 17f5
234
/
...._....... V C LINA DEVEL P ENT :\ 4giiu��� .. ,'rr4nnt1tl
13. REMOVE SEDIMENT FROM TEMPORARY SEDIMENT BASINS AND I .;. -' SERVICES LLC\\. \ 664... 05
RE -GRADE BASINS TO THE DIMENSIONS OF THE PERMANENT OB. 6693 PG. 09,5
STORMWATER BMP'S PER DESIGNS IN CONSTRUCTION PLANS. -
/ / DB. 6144 PG 292
/ \� \ Project Manager 4rawn
--' - ' _ DB. 4087 PG. 228
' t PARCEL#094170016 `�\. 174 • 1 B 'I '
44 LF 24 RCP @ 2.28% \ _ .. \ / / a ....- al ey ' , D. Nesb
........... ? < �``.\ \� / / ... P Checked Itt
\�s Fs \ \ ... �...... 2.....:..: / \ P. Murphy ;
\ De artment Man
GENERAL NOTES: EROSION CONTROL -. Pa Murphy
TOTAL LIMIT OF DISTURBANCE �pSy'd \ / - __ _1�3 \ O 3 \ PrinUPtot Date
1. INSTALLATION OF EROSION AND SEDIMENT CONTROL AND STORMWATER MANAGEMENT MEASURES MIDST TAKE PLACE I I 23:19 AC. t j� \ _ \ /
pA / Ma 12, 2017
INITIALLY BEFORE THE COMMENCEMENT OF ANY LAND -DISTURBING ACTIVITIES. - - ' I \ `\ // / / 237 Clleht
2. THE DEVELOPER ENGAGED IN OR CONDUCTING. THE LAND -DISTURBING ACTIVITY SHALL BE RESPONSIBN-E FOR INSTALLING •EMERGENCY LEGEND. - �. :
AND MAINTAINING ALL TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROL MEASURES ALNDFACILITIES SPILLWAY ��� \\ // 172 \ 4, -'% /. `\\. /� �\ DHV 0 NEST HOMES
DURING THE DEVELOPMENT OF A SITE, AS REQUIRED BY THE APPROVED PLAN. OPERATIONS AND MAINATENANCE uraesuaen®r OVERALL LIMITS OF DISTURBANCE /�,,
CONDITIONS SHALL BE INCLUDED IN THE PLAN OUTLINING HOW THE DEVELOPER INTENDS TO PROVIDEIFOR OPERATIONS :: a ' / / 23$ 236 RACEWAY DRIVE, SUITE 7',_
12. THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE TRACKING OF MUD ONTO.Q5AVED ROADWAY(S) FROM \ MOORESVILLE, NC 28117.
AND MAINTENANCE DURING CONSTRUCTION. PROPOSED SILT FENCE
CONSTRUCTION AREAS AND THE GENERATION OF DUST. THE CONTRACTOR SHALL DAILY REMO,VJE MUD/SOIL FROM ,
PAVEMENT, AS MAY BE REQUIRED. �,' \ / �` ! P: '(704)2O$ 4251
3. FOLLOWING SOIL DISTURBANCE OR REDISTURBANCE, ALL PERIMETER SEDIMENT CONTROLS SHALL BEE INSTALLED AND PROPOSED CONSTRUCTION ENTRANCE \ 171 "
TEMPORARY STABILIZATION MEASURES SHALL BE COMPLETED ON TOPSOIL STOCKPILES PER THE NEW REQUIREMENTS 13. RESIDENTIAL SUBDIVISIONS REQUIRE EROSION CONTROL FEATURES FOR INFRASTRUCTURE qS;U� / \�
YVELL AS FOR INDIVIDUAL ? TEMFRORARY ";
NOTED IN THESE DETAILS. THESE REQUIREMENTS. REFER TO ANY PERIODS OF INACTIVITY. LOT CONSTRUCTION. INDIVIDUAL PROPERTY OWNERS SHALL FOLLOW THESE PLANS DURING COJNSTRUCTION OR OBTAIN h \ \ / / 239 \ { .°,
�p PROPOSED CONCENTRATION OUTLET CONSTRUCTION - \ \ \ `
4. AREAS AT FINAL GRADE SHALL RECEIVE PERMANENT STABILIZATION MEASURES PER THE REQUIREMELNTS NOTED ON THE MAINTENANCE AND INSTALLATION AGREEMENT FROM THE CITY OF MONROE ENGINEERING DEP7+,,�TMENT. EN-FRANCiE (TYP.)
NEW. STABILIZATION CHART. X_x PROPOSED INLET PROTECTION
14. TEMPORARY DIVERSION BERMS AND/OR DITCHES WILL BE PROVIDED AS NEEDED DURING CONSWIRUCTION TO PROTECT "_x Project.
5. THE RESPONSIBILITY FOR MAINTAINING ALL PERMANENT EROSION AND SEDIMENT CONTROL MEASURES AND FACILITIES
WORK AREAS FROM UPSLOPE RUNOFF AND/OR DIVERT SEDIMENT -LADEN WATER TO APPROPII TRAPS OR STABLE 7D
AFTER SITE LAND -DISTURBING ACTIVITY IS COMPLETED SHALL LIE WITH THE LANDOWNER OR PERSONIIIN POSSESSION OR NIF �► �► PROPOSED TEMPORARY DITCH,
OUTLETS.
CONTROL, EXCEPT FACILITIES AND MEASURES INSTALLED WITHIN ROAD OR STREET RIGHT-OF-WAYS G^1R EASEMENTS /* �++ �+ ,,1
® PROPOSED STOCK PILE / THOMASEa \ �/ �� ` Stone"IJrld a SUb'divlSior
ACCEPTED FOR MAINTENANCE 8Y THE LOCAL MUNICIPALITY. 15. ALL WATERS OF THE STATE (WoS), INCLUDING WETLANDS, ARE TO BE FLAGGED OR OTHERWISE:rGLEARLY MARKED IN THE J
...... • \ DONNA M JOHNS`
FIELD. A DOUBLE ROW OF SILT FENCE IS TO BE INSTALLED IN ALL AREAS WHERE A 50-FOOT BUFFFER CAN'T BE MAINTAINED RIP RAP / : ,.... /\ \\ \ PARCEL# 09417122 J VO . N% G �- 1
6. APPROVED PLANS REMAIN VALID FOR THREE (3) YEARS FROM THE DATE OF AN APPROVAL. \ \ /, .. \ i50, REtrN Pa rce ( 5
BETWEEN THE DISTURBED AREA AND ALL WoS. A 10-FOOT BUFFER SHOULD BE MAINTAINED 8ETjWEEN THE LAST ROW OF / \ J U e \ P -. n. �"'�-
7. IF NECESSARY, SLOPES, WHICH EXCEED EIGHT (8) VERTICAL FEET SHOULD BE STABILIZED WITH SYNTFiiIETIC OR SILT FENCE AND ALL WoS, �rww�niv� BAFFLES / \ \ \\ - /; Qw / \ uBL/O�YF �V)
VEGETATIVE MATS, IN ADDITION TO HYDROSEEDING. IT MAYBE NECESSARY TO INSTALL TEMPORARY!DLOPE DRAINS
16. ALL INLETS COLLECTING DRAINAGE OR THAT MIGHT POTENTIALLY BE AFFECTED BY THE LOT COO, ISTRUCTION SHALL HAVE /,/ N/F \ \\ Z•, O / NI
DURING CONSTRUCTION. TEMPORARY BERMS MAY BE NEEDED UNTIL THE SLOPE IS BROUGHT TO GRAtDE. INLET PROTECTION. INLET PROTECTION MUST BE MAINTAINED UNTIL ALL AREAS DRAINING TO THTE INLET ARE FULLY GRAPHIC SCALE \ \� / / h / Drawing Title
8. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WIHERE STABILIZED. - MARTHA P / / RED PILLS
• CARBONARO / PARTNERS'LLC
-s0 0 30 su 120 - 240 - \ \\ PARCEL# 09417121 / '/ p/ARCEL# 09417082.: \ " '
CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED. PLEASE SEE CHART FOR.uSTABILIZATION 17. LITTER, CONSTRUCTION. DEBRIS, OILS, FUELS, AND BUILDING PRODUCTS WITH SIGNIFICANT POTF=NTIAL FOR IMPACT (SUCH ,: '' �' / \ \\ i 1 _ .:'/ ,1� ` ` Final OVe ra I I ' E rose o n P.16
REQUIREMENTS. AS STOCKPILES OF FRESHLY TREATED LUMBER AND CONSTRUCTION CHEMICALS THAT COULD / \ \\ ss6 ....... /,,1
�E EXPOSED TO STORM
WATER MUST BE PREVENTED FROM BECOMING A POLLUTANT SOURCE IN STORM WATER DISCHPFRGES.
9. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED EVERY SEVEN (7) DAYS. IF SD'EIINSPECTIONS ( IN FEET)
IDENTIFY BMP'S THAT ARE DAMAGED OR ARE NOT OPERATING EFFECTIVELY, MAINTENANCE MUST BE3RERFORMED AS SOON / • WF \ �\ I I 'j I II 1 I - / / I,t it
60 ft. 18. PRIOR TO BEGINNING WORK ON THE SITE, CONTRACTOR SHALL FIELD VERIFY THE LOCATION ANI DEPTH OF ALL EXISTING 1 inch = MITCH & KIM D
AS PRACTICAL OR AS REASONABLY POSSIBLE AND BEFORE THE NEXT STORM EVENT WHENEVER PRA ITICABLE. UTILITIES AND NOTIFY THE ENGINEER OF ANY POTENTIAL CONFLICTS THEY MAY HAVE WITH THE - - - -- -
\ RADULOVICH
rPROPOSED WORK. \ L -
10. PROVIDE SILT FENCE AND/OR OTHER CONTROL DEVICES, AS MAY BE REQUIRED, TO CONTROL SOIL EROSION DURING
19. CONTRACTOR MUST CONTACT NORTH CAROLINA 811 A MINIMUM OF 72 HOURS IN ADVANCE FRIO TO BEGINNING WORK.
UTILITY CONSTRUCTION. ALL DISTURBED AREAS SHALL BE CLEANED, GRADED, AND STABILIZED WITH!ILRASSING
-A
CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ANY UTILITY COMPANIES THATARE NOJT UNDER CONTRACT WITH
IMMEDIATELY AFTER THE UTILITY INSTALLATION. FILL, COVER, AND TEMPORARY SEEDING AT THE END1tOF EACH DAY ARE
N.C, 811 TO HAVE THEIR RESPECTIVE UTILITY LINES MARKED. VERIFICATION OF UNDERGROUND/TILrrY LINES PRIOR TO
RECOMMENDED. IF WATER IS ENCOUNTERED WHILE TRENCHING, THE WATER SHOULD BE FILTERED T:(O REMOVE ANY
DIGGING IS THE LAW.
SEDIMENTS BEFORE BEING PUMPED BACK INTO ANY WATERS OF THE STATE.
11. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF CONSTRULCTION UNTIL THE
20. ANY OFF -SITE BORROW AND WASTE REQUIRED FOR THIS PROJECT MUST COME FROM A SITE WIITH AN APPROVED EROSION
COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN STABILIZEDL ADDITIONAL
R ADITIONOFFSITE
PLAN, A SITE REGULATED UNDER THE MINING ACT OF 1971, OR A LANDFILL REGULATED BY A DIVISION OF SOLID WASTE
CONTROL DEVICES MAYBE REQUIRED DURING CONSTRUCTION ORDER TO CONTROL EROSION AN
MANAGEMENT. TRASH/ DEBRIS FROM DEMOLITION ACTIVITIES OR GENERATED BY ANY ACTIVITIEro ON SITE MUST BE
SEDIMENTATION. ALL TEMPORARY CONTROL DEVICES SHALL ONLY BE REMOVED ONCE PERMISSION WAS BEEN GIVEN BY
DISPOSED OF AT AFACILITY REGULATED BY THE DIVISION SOLID WASTE MANAGEMENT OR PAR DIVISION OF SOLID
R
WASTE MANAGEMENT OR DIVISION OF WATER RESOURCES RULES AND REGULATIONS.

�T -7-

Ground Stabilization*
Site Area
Description
Stabilisation non, Fran
2a Stabilization Time
"me Ereptlona
-Forfmoter dikes,
swalea, ditches m
7 days
None
slopes
-Hl¢6 Quality Irat
(HQW) Zones
7 days
None
-Slopes ateeper
H alepee are 10' or ]"a in
then 3.•1
7 days
lengte and ere not .steeper
then 2:1,. 14 days are
-Slopes 34 or
flatter
14 days
y-days 11 st°pea
greater than S0
feet in length
-AM otber arose
None (except for
with elapse Hetler,
14 days
perlmatere and
then A9
HQW Zmee)
♦Tzteaeloae of time may be epprored by the pormitting Authority based an
weather or other atte-epeclflo condiffaae that make compliance
impracticable." (Sectim H.B(2)(b))
NOTES
1.INLET MAINTENANCE SHALL BE DOCUMENTED IN PROJECT LOG BOOK.
2.FILTER TYPES SHALL BE APPROVED BY THE INSPECTOR PRIOR TO
INSTALLATION.
3.171TER BAGS MAY BE REMOVED WHEN SITE IS STABILIZED AT THE
DIRECTION OF THE ENGINEER..
,.FILTER BAGS SHALL BE REMOVED PRIOR TO STREET ACCEPTANCE.
FILTER BAGS SHALL BE CLEANED OR REPLACED ON A REGULAR
BASIS (NOT BE MORE THAN HALF FULL AT ANY TIME).
DATE
ISSUED E1
FILL SLOPE
TOP OF BANK
1.5-FT.
d
CLASS B RIP -RAP
03/20n7
- to U'-
Indlal Submittal Dlon Ct
64/12/17
Revisions per Commentstr
2' MIN.
12" of NCDOT #5
OR #57
COMPACTED FBF2,M
WASHED STONE
2
2
05/12/17
Second Submittalto Uliicn`
aMRH GRADE
TURAt
FLOW
1
1 2-FT MAX
cRoiNn
zPLACE STONE OVER
-
AT CENTER
(CHANNEL BANKS
it
CLASS B RIP -RA
I
2-FT.
AT C
MAX OVERFLOW
TER
TOP OF'
..
L
J
WEIR
BANK
I�
0.5-FT
.
War
WknTH AND DEPTH u Rd 4
aueT.T. RE
0.75-F7 MIN
AREA WHERE
1
MBY. 13" G
UNLESS OTHERWISE ROWD
SEDIMENT IS
,
SPECIFIED.
:�
TRAPPED
FTENGTH AS REQUIRED IN FIELD
NOTE:
700 KEY INTO SIDE OF SLOPES
3 F
NOTE:
W DITCH (4' TO 6' TYP.)
1. DITCH SHOULD HAVE MIN. LONGITUDINAL SLOPE OF 19a4.
- FIn1I'ER CLOTH
FILM+ER
`
2. SILT FENCE MAY BE REQUIRED .BEHIND BERM
ROCK CHECK TO HE REMOVED
CLOTH
3. TEMPORARY SILT DITCHES/DIVERSION DITCHES TO HE I,yl"!
CHANNEL BOTTOM
WIDTH.
BY GRADING CONTRACTOR AFTER
'PLACE LONGER THAN 30 DAYS SHALL HE TEMPORARILY,
CONSTRUCTION IS.. COMPLETE AND
i''•
STABILIZED WITH SEED AND. STRAW MULCH.
GRASSING IS ESTABLISHED'
TEMPORARY SILTDITCH/DIVERSIONDITCH
1­1nncC C]7r-rrnAr A _A TunrT cTnnrT7 T1rWruf�zrr rrr
GENTLE SLOPES STEEP SLOPES
SEEDING
MIXTURE
[80 Re/acre of tell feme
100 lbs/acre tell fescue
30 lbs/acre Sericea lespedeza
(une.mified after August 15)
10 lbs/acre Kobe lespedeza
FALL: August 25 - October
FALL: August 25 - October 15
Late winterFebruary 15.- April 15
Late WinterFebruary 15 - April 15
SEEDING
To extend spring seeding into June, add
To extend spring seeding into Tune, add
DATES
15 lbs/acre hulled Bermudagrass
15 ibs/acre hulled Bermudagrass
Overseeding of Kobe lespedeza over fall -seeded
Overseeding of Kobe lespedeza .over fall-seu:ded
tell fescue is very effective,
tell fescue is very effective.
SEEDING
Apply lime and fertilizer per Boll reaW, or "Do
Apply lime and fertilizer per soli .rests, or 41000
AMENDMENTS
Ibs/acre limestone .end 1CO. Ibs/acre 10-10-10
lbs/acre limestone and 1000 lbs/acre 10-10)-10
fertilizer.
fertilizer.
NOTE 1
Ground Cover-- Wherever land disturbing activity is undertaken on a tract comprising more than one (1) not a ground
cover sufficient to restrain erosion must be planted or provided within 21 calander days.
NOTE 2
Graded slopes and fills-- Within 21 calendar days, or completion of any phase of grading, whichever
period is shorter, slopes shall be planted or otherwise provided with ground cover, devices, or structures suffficient to restrain
erosion.
NOTE 3
Mulching-- Apply 4,000 lb/acre grain straw. Anchor straw by tacking with emulsified asphalt or other methods approved by DEQ.
Anchoring of straw mulch by means other than applying asphalt tack must be verbally approved by DEQ.
NOTE 4
Tacking with emulsified ashpalt-- Emulsified asphalt shall be thin enough to be blown from spray equipmentt and formulated
for rapid setting IRS) or medium setting (MS). Apply asphalt at 0.10 gallons par square yard (10 gal/100 sgl(ft.).
SEEDING SCHEDULE
PERMANENT GROUNDCOVER APPLICATION
TEMPORARY SEEDING FOR WARM AND COOL SEASON
EARLY SUMMER SEASON STEEP SLOPES
SEEDING
UDMURB
40 lbs/acre of Germ= millet
00 lbs/acre of tall fesue
120 lbs/acre Rye (grain)
80 Ibs/acre tell fesue
May 1 - August 16
October 25 - December 30
SEEDING
Refertilize if growth is not fully adequate.
Between December 30 - February 15,
DATES
add 50 lbs/acre of annual Kobe lespeda,rea.
Apply 4000 lbs/acre straw or equivalent
Apply 4000 Its/acre straw or equivalent
hydroseeding.
hydroseedfng.
SEEDING
Apply lime A fertilizer per soil rests, or 2000
Apply lime and fertilizer per sail rests. or':2000
AMENDMENT$
lba/acre limestone and 750 lba/acre 10-10-10
lbs/acre limestone and. 750 lbs/acre. 10-10)-10
--
fertilizer.
fertilizer.
SEEDING SCHEDULE
TEMPORARY GRO NDCOVER APPLICATION
GRATE
1" REBAIH:FTI,
REHOVAt- JFRC
FHVM
DUMP
WITHOUT SPECIFIED LINING
L = THE DISTANCE SUCH THAT POINTS
A & B ARE OF EQUAL ELEVATION
SPACING BETWEEN DITCH CHECK
DEFLECTOR
CATCH" IBA3IIi--�'�
OUTLET
SECTION INSTALLATION
CATCHBASININLET PROTECTION
(INLET PROTECTION SHALL TRANSITION FROM FABRIC & WIRE MESH TO SILIT SACKS ONCE FIRST LAYERS OF ASPHALT ARE INSTALLED)
NOTES
I. INLET MAINTENANCE SHALL BE DOCUMENTED IN PROJECT MOG BOOK.
2. FILTER TYPES SHALL BE APPROVED BY THE INSPECTOR P1eIOR
TO INSTALLATION.
3. FILTER BAGS MAY BE REMOVED WHEN SITE IS STABILIZED AT
THE DIRECTION OF THE ENGINEER,
4. FILTER BAGS SHALL BE REMOVED PRIOR TO STREET ACCEPTANCE.
5. FILTER BAGS SHALL BE CLEANED OR REPLACED ON A REGIVLAR
BASIS (NOT BE MORE THAN HALF FULL AT ANY TIME).
GENERAL NOTES:
1. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS ORIGINAL DJIMENSIONS
WHEN THE SEDIMENT HAS ACCUMULATED TO 1/2 THE DESIGN DEPTH OFF" THE TRAP.
2. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA AND IN! $UCH
A MANNER THAT IT WILL NOT ERODE.
3. THE STRUCTURE SHALL BE INSPECTED AFTER EACH STORM EVENT BY T)°v1E
FINANCIALLY RESPONSIBLE PARTY OR HIS AGENT AND REPAIRS MADE A;� NECESSARY.
4. CONSTRUCTION OPERATIONS SHALL BE CARRIED OUT IN SUCH A MANNE!ft'
THAT
EROSION AND WATER POLLUTION ARE MINIMIZED.
5. THE SEDIMENT TRAP SHALL BE REMOVED. AND THE AREA STABILIZED WtIFEN THE
DRAINAGE BASIN HAS BEEN PROPERLY STABILIZED.
6. THE HARDWARE CLOTH AND GRAVEL INLET PROTECTION IS TO BE USED) SON ALL
.SINGLE AND DOUBLE CATCH BASINS LOCATED IN THE ROADWAY CURB AND GUTTER.
11A1W WARE CLOTH & GRAVEL
STORM INLET SEDIMENT TRAP
E
A
WIRE FENCI
WOVEN FILTER
FABRIC
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NOTES:
LETTERS MINIMUM I. ACNAL LAYOUT nA SFRIUMSO IN ]SAID. 6.
MY FENCE SHAM BE RWAUM
A
AROUND PERamTER OF CONCRETE
OF 5" IN HEIGHT 2. INSTALL CONCRETE. WASHOUT SIGN (24X24 ,
WASHOUT AREA EXCEPT FOR TEE SIDE
J@liWl!) W17HW SO' OF THE TMIPORARY
UTIZLZ.KD FUR ACCESSING THS
CONCRETE WASHOUT FACHAT
WASHOUT.
CON
WASHOUT 9. TMERURARY WASHOUT AREA MUST BE AT 7.
A ROCK CONBTRUCNON AWAWCK
LEAST 50' FROM ASTORY DRAW, CAUSES
NAY Be ALSorsa Y Atom ass SIDS
BANK OR PEREM9ER CONTROL
OF 77H WASHOUT TO PROVIDE
VEHICLE ACCESS.
L CLEAN OUT CONCRRTE' WASHOUT AREA
WHEN SON FULL
CONCRLTH WABHOTR 9[GN DgfAl 6. 77M KEY TO FUNCTIONAL CONCRETE
ITAB(fOUfS IN WEMY INSPECTIONS,
ROOTAB' MAWTMANt2', AND =VZAR
cLSAN 6Dr.
NOT TO SCALE
STRAW BALE BARRIER CONCRETE WASHOUT'
III \-ANCHOR SKII 0" MINIMUM
GENERAL NOTES: MAINTENANCE NOTES:
ffffllliill
Is
1. FILTER FABRIC FENCE SHALL BE A MINIMUM OF 32" IN WIDTH AND 1. FILTER BARRIERS SHAD BE INSPECTED BY THE FINAWGIALLY
ltttt4
SHALL HAVE A MINUMILM OF 6 LINE WIRES WITH 12" STAY SPACING. RESPONSIBLE PARTY OR HIS AGENT IMMEDIATELY AnER EACH
2. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN RAINFALL AND. AT LEAST DAILY DURING PROLONGED; lI2'NNFALL.
FOR A PERIOD OF MORE THAN 30 DAYS. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY,,
2. SHOULD. THE FABRIC DECOMPOSE OR BECOME INEFFF.fbTIVE
Protect Manager, "
gfaY
PRIOR TO THE END. 3. STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE
SELF -FASTENER ANGLE STEEL TYPE. OF THE EXPECTED USABLE LIFE AND. THE BARRIER DILL IS NECESSARY, THE
"
IBailey
+"
D.
FABRIC SHALL BE REPLACED PROMPTLY.
.
:''
....
4. WIRE FENCING SHALL BE AT LEAST yto GAGE WITH A MINIMUM OF '
3. SEDIMENT DEPOSITS .SHOULD BE REMOVED WHEN DERFOSII'S REACH APPROX.
Dep'aflmanl
Mal]eQ9T
CIRRI
8 LINE WIRES WITH 12" STAY SPACING. HALF THE HEIGHT OF THE BARRIER ANY SEDIMENT, ]DEPOSITS REMAINING
:
IN
5. TURN SILT FENCE UP SLOPE AT ENDS. PLACE AFTER THE SILT FENCE IS REMOVED SHALL M DRESSED TO CONFORM
P.1Murphy
P.:I
TO THE EXISTING GRADE, PREPARED AND SEEDED. I.
6. WIRE MESH SHALL BE MIN. 13 GAGE WITH MAMMUM 12" OPENINGS.
PdDI/Plol Date -
May 12,'2017,
TEMPORARYSILTFENCE
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client
DHG
%'1'NESTTHO,
236. RACEWAY DRIVE, SU
MOORESVILLE,
NC 28117
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Drawing Title
PLANxR'ERM
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tYP9 RllM 'e"e 5CAL8
NOTESErosion
Plan
Det
LETTERS A MINIMUM 1. ACIVAL LAYOUT DE"iA'RYD'7ED W ITELID. 6. SILT FENCE SNAIL 8E iNsNCRED
OF 5" IN HEIGHT - WASHOUAROUNDT P RFA IA'R of CO TIN
2. CONC SIGN f274X24: AREA EXCEPT FOR 97iS SIDE
> ,
9NMCLL
wnHw So'' or SSdfP071AlRY UTWZFP ACCESSNG THE
corcK2rR
CON UT FACUJT•Y WASHOUT
WASHOliT.
9. T9WORARY WASHOUT AREA MOST B4''/AT 7 A ROCK CONSTRUC7TON ENTRANCE
LEAST 6O' IROM A STORV DRAIN, CROWN NAY BE NECESSARY ALONG ONE SON.
BANK OR PERIMETER CONTROL. OF 7T78 WASHOUT TO PROVIDE
VEHICLE ACCESS.
4. CLEAN OUT CONCH= WASHOUT ARPu11
yl'
w9w 60x FULL
CaNCRzls WASNOVf B[GN DEIAa. 6 70 KEY TO YE NCTIONAL CONCRETE
WASROUl'S IS WREELY INSPECTIONS,
.'j
ROUTPN MAINTENANCE, AND REGULAR
CIZAN our.
NOT•Toj:SCALET
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EXCAVATED PIT'.CONC IETE WASHOUT
Project No, L
Drawl'
2488
DWG File Name;,
2488., Erosion' Plan
t
f
I
LEro

EXISTING GROUND
OF
1
SOIL STABILIZATION r///ABRIC
UNDER 2-3" COURSE,` AGGREGATE
OR RAILROAD BALLAST
PUBLIC STREET
F-
W
W
(n
C
J
m
0-
NOTES. "
1. A STABILIZED ENTRANCE PAD OF 2-3" COURSE AGGREGATE OR RAIL ROAD BALLAST SIHALL BE LOCATED. WHERE
TRAFFIC WILL ENTER OR LEAVE THE CONSTRUCTION SITE ONTO A PUBLIC STREET.
2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE SHALL BE USED AS ABASE FOIR THE CONSTRUCTION ENTRANCE.
3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKINID OR FLOWING OF SEDIMENT
ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DIRESSING WITH ADDITIONAL
STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED)7f0 TRAP SEDIMENT.
4. ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUSIr BE REMOVED IMMEDIATELY.
6. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO EINTERING A PUBLIC STREET. WHEN
WASHING IS REQUIRED, IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED SWNE WHICH DRAINS INTO AN
APPROVED SEDIMENT BASIN.
STABILIZED CONSTRUCTIONENTRANCE
WATER ENTRY UNIT
GENERAL NOIIEES:
KITH TRASH SCREEN
1. PROPER DESIGNN MUST BE COMPLETED T0. MINIMIZE PIPING AROUND DISCHARGE
PIPE
2. PROPER ORIFICTE OPENING MUST BE SELECTED TO ENSURE POND DRAINS IN
CORRECT AMOUINT OF TIME. MODIFICATIONS MAY BE REWIRED IF FIELD.
CONDITIONS WAIRRANT A CHANGE.
3. EMBANKMENT MIUST BE COMPACTED TO DESIGN SPECIFICATIONS.
4. EMERGENCY SRIILLWAY MUST BE CORRECTLY SIZED AND EROSION PROTECTION
ORIFICE OPENING INSIDE THE
INSTALLED.
5. EROSION PROTEECTION MUST BE INSTALLED ALONG THE EMBANKMENT AND AT THE
HORIZONTAL TUBE WITH A
DISCHARGE ENID OF THE PIPE,
CONSTANT HYDRAUUC HEAD
6. INSPECT SYSTEIM REGULARLY TO ENSURE IT 15 FUNCTIONING IN A CORRECT
_ MANNER.
SCHEDULE 40 PVC PIPE
(BARREL OR ARM) EARTHEN EMBANKMENT
EMERGENCY SPILLWAY OUTLET STRUCTURE
(PER DATA CHART)
FLEXIBLE HOSE
FLOAT
PVC VENT
PIPE
TOP VIEW
FLOAT
.. FLEXIBLE HOSE MUST BE
7(r SECURELY FASTENED TO
PVC VENT PIPE
THE WATER QUALITY
DISCHARGE OPENING
77 OUTLET PIPE -
FLEXIBLE HOSE
L = 1A X DEPTH
TO THE OVERFLOW
(
uuxnNu �ulcM ArrvEs
' WATER ENTRY UNIT
SCHEDULEPIPE
(BARREOR ARM)
WA
END VIEW SIDE VIEW MAINTAIN DEPRESSION TO
NO SCALE MINIMIZE CHANCE OF
SKIMMER BECOMING STUCK
FAIRCLtTH SKIMMER DISCHARGE SYSTEM WITH OUTLET
STRUCTURE
SKIMMER
(SEE DETAIL)
0
TOP OF BERM 07DTHO
(VARIES)
I L FREEBOARD
TRASH RAWK 2
(SEE DETALL) 1 r
CONCRETE RISER
_ CONC. ANCHOR ,
S
SEDIMENT BASIN
-ALL SEDIMENT AND SKIMMER BASINS MUST BE STABILIZED IMMEDIATELY AFTER INSTALLATION.
ANTI -SEEP COLLARS
SIZE, QTY. AND SPACING VARIES
DATA BLOCK
NOTES:
1. CLASS OR MEDIAN SIZE OF RIPRAP AND LENGTH, WIDTH AND DE{;'1TH OF APRON
TO BE. DESIGNED BY THE ENGINEER.
2. REFER TO THE DEQ STORM WATER DESIGN MANUAL FOR
RIPRAP APRON DESIGN STANDARDS.
3. RIPRAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AR-- ND T END
OF THE PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A SLOPE
2:1'AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE ➢ OR
OF
CULVERT HEIGHT.
4. THERE SHALL. BE NO OVERFLOW FROM THE END OF THE APRON THE
SURFACE OF THE RECEIVING CHANNEL. THE AREA TO BE PAVED,OR RIPRAPPED
SHALL BE UNDERCUT SO THAT THE INVERTOFTHE APRON S BE AT T�
SAME GRADE (FLUSH) WITH THE SURFACE OF THE RECEIVING C THE
APRON SHALL HAVE A CUTOFF OR TOE WALL AT TH DOWNS ENp,
5. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THM BOTTOM
WIDTH OF THE RECEIVING CHANNEL MAXIMUM TAPER TO RECEIVIWG CHANNEL 5:1
0. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 959 OR Q7REATER.
7. THE PLACING OF FILL, EITHER LGOSE OR COMPACTED IN THE REFVMING
CHANNEL SHALL NOT BE ALLOWED.
B. NO BENDS Oft CURVES IN THE HORIZONTAL ALIGNMENT OF THE APPRON
SHOULD BE CONSTRUCTED IF POSSIBLE.
9. DEPENDING ON SOIL CONDITIONS, WASHED STONE OR FILTER FABBAC
WILL BE NECESSARY UNDER RIP RAP.
10, ANY DISTURBED AREA FROM END OF APRON TO RECEEVING CHAWEL
MUST BE STABILIZED. NATURAL GI
NOTE: FOR ALL UNSPECIFIED PIPE OUTLETS, A MIN S'mS'
"SPLASH" PAD SHALL BE INSTALLED AT ALL STORM
DISCHARGES. 15' MIN. DEPTH OF CLASS I RIP RAP
WITH FABRIC.
RIP-RAPAPRONATPIPE OUTLETS
RIP -RAP APRON
MANHOLE FRAME
AND COVER IVOR
ACC?'SS
I
_W40-�;�
NOTE: (LAYER OF FILTER FABRIC
MINIMUM H-2/3PIPE BUMMER
SECTION B-B
HIGH DENS)1TIy
POLYETHYLEWE
STRUCTURAL Top View
PLASMIC
TRASH RACK MANUFACTURED BY
COATECT ENGINEERED SOLUTION
1.800-338.1122
CONCRETE RISE
Elev. B
11
Tr ash Rack Assembly
NOTE: CUSTOM SIZES AVAILABLE UPON REQUEST
FLAT ROOF TRASH RACK i CONTECT 9025 Centre Pointe Drive
ENGINEERED SOLUTIONS West Chester, OH 45069
1-800-338-1122
www.conteches.com
SOME FORM OTF TRACK RACK TO BE PROVIDED OVER OPENINGS 'NOTE: TRASH RACK CAN BE USED FOR SIDE ORFICES."'
AT TOP OF STINUCTURE. TRASH RACK DETAIL SHOWN IS MERELY
FOR REFERENCE PURPOSES AND ANY APPROVED EQUAL
MATERIAL WO110LD BE SATISFACTORY.
1. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM DENRAND/OR LOCAL REVIEW AUTHORITY.
2. SET AN ON -SITE PRECONSTRUCTION CONFERENCE WITH NC DEG EROSION CONTROL INSPECTOR. PRECONSTRUCTK)N CONFERENCkrSHALL BE USED TO
CLARIFY THE SEQUENCE OF ACTIVITIES AND ITEMS OF CONSTRUCTION THAT MUST BE ADDRESSED PRIOR TO BEGINNING GRADING At&IVITIES.
3. INSTALL CONSTRUCTION ENTRANCES FIRST, BEFORE ANY OTHER ACTIVITY HAS BEGUN. NEXT INSTALL ALLTREE PROTECTION FENCINIG AS SHOW ON THE
EROSION CONTROL PLANS. THEN INSTALL SILT FENCE, SEDIMENT BASIN, SKIMMER BASIN, AND CONCENTRATION OUTLETS AS SHOWN NON THE EROSION
CONTROL PLAN. CONTRACTOR SHALL CLEAR AND GRUB ONLY AS NEEDED TO INSTALL THE. REQUIRED EROSION CONTROL DEVICES. Nf&jFyTHE ENGINEER d
AND/OR NO DEQ INSPECTOR ONCE ALL EROSION CONTROL MEASURES HAVE BEEN INSTALLED AND UPON SATISFACTORY REVIEW OF BRE EROSION CONTROL
DEVICES BY THE ENGINEER AND/OR NC DEQ INSPECTOR, CONTRACTOR MAY CLEAR AND GRUB THE REMAINDER OF THE SITE.
4. MAINTAIN EROSION CONTROL DEVICES AS NEEDED AND/OR SPECIFIED, SEDIMENT BASINS SHALL BE INSPECTED AFTER EACH RAINFAUL ENSURING THAT
ADEQUATE SEDIMENT STORAGE IS AVAILABLE AT ALL TIMES AND THE GRAVEL AND RIP -RAP OUTLET IS UNOBSTRUCTED (FREE OF DEBRIS). ALL EROSION
CONTROL FEATURES SHALL BE INSPECTED WEEKLY OR AFTER EACH RAINFALL, WHICHEVER COMES FIRST
5. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES TO MINIMIZE EROSION AND SEMBMENTATION.
ADDITIONAL MEASURES SHALL BE INSTALLED AS DIRECTED BY ENGINEER AND/OR NC DEQ INSPECTOR.
6. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N.C. EROSION AND SEDIMENT CONTROL PLAGIINING AND DESIGN
MANUAL, U.S. DEPARTMENT OF AGRICULTURE AND THE LOCAL GOVERNING AUTHORITY STANDARDS.
7, SITE SHALL BE STABILIZED PER THE STABILIZATION REQUIREMENTS NOTED ON DETAILS SHEET. TIME FRAMES REFER TO ANY PERIOWOF INACTIVITY.
8. ONCE THE SHE IS STABILIZED AND THE LOTS ARE READY FOR DEVELOPMENT,. INDIVIDUAL LOT EROSION CONTROL MEASURES MUST. BIE USED ACCORDING TO'
THE INDIVIDUAL LOT EROSION CONTROL CHART IN THE DETAILS SECTION..
9. DAILY LOG SHALL BE MAINTAINED AND KEPT ON SITE AT ALL TIMES IN ACCORDANCE WITH THE NPOES PERMIT, DAILY LOG SHALL BEIRIEADILY AVAILABLE FOR,
INSPECTION BY THE ENGINEER AND/OR NO DEQ INSPECTOR AT ALL TIMES. DAILY LOG SHALL NOTE THE DATE, CONSTRUCTION ACTIVIHIES AND RAINFALL DATA
(AT A MINIMUM}
10. PERSONS RESPONSIBLE FOR LAND DISTURBING ACTIVITIES MUST INSPECT THE SEDIMENT AND EROSION CONTROL MEASURES ON AHiROJECT AND SUBMIT A:
SELF -INSPECTION REPORT AFTER EACH PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED EROSION AND SEDIMENTATO[ArCONTROL IS BEING
FOLLOWED.
A LIST OF POSSIBLE PHASES MAY INCLUDE:
-INSTALLATION OF PERIMETER EROS ION AND SEDIMENT CONTROL MEASURES.
-INSTALLATION OF SEDIMENT TRAPS/BASINS.'
-CLEARING AND GRUBBING OF EXISTING GROUND COVER.
-COMPLETION OF ANY PHASE OF GRADING THAT REQUIRES PROVISION OF STABILIZATION.
-INSTALLATION OF MEASURES DURING ANY PHASE OF THE PROJECT..
-COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
-INSTALLATION OF STORMWATER RETENTION MEASURES.
-QUARTERLY UNTIL THE ESTABLISHMENT OF PERMANENT GROUND COVER IS FULLY ESTABLISHED.
11. EROSION CONTROL DEVICES SHALL REMAIN IN PLACE UNTIL SUCH TIME THAT SITE HAS BEEN PERMANENTLY STABILIZED WITH VEGEJ/ATIVE COVER AND/OR
OTHER DEVICES (PAVEMENT, STONE, ETC ... ). INDIVIDUAL MEASURES MAY ONLY BE REMOVED UPON APPROVAL BY THE NC BEG EROSI(DN CONTROL INSPECTOR
(LQS). SEDIMENT AND SKIMMER BASINS ARE TO BE USED DURING THIS EROSION CONTROL GRADING PLAN. ALL LOTS WHICH CONTAINIfSEDIMENTAND/OR '
SKIMMER BASINS ARE TO BE DEVELOPED LAST
12. ONCE SITE IS STABILIZED AS DETERMINED BY THE NC DEG EROSION CONTROL INSPECTOR:
-RE-CONNECT OR INSTALL PERMANENT DRAINAGE PIPES TO FULL LENGTHS
-REMOVE SEDIMENT BMPs
-STABILIZE SEDIMENT BMP AREAS (GRASSING WIMULCH OR HYDROSEED)
-SUBMIT NOTICE OF TERMINATION ONCE SITE HAS ACHIEVED 70% PERMANENT VEGETATION
13. REMOVE SEDIMENT FROM TEMPORARY SEDIMENT BASINS AND RE -GRADE BASINS TO THE DIMENSIONS OF THE PERMANENT STORMWATER BMP'S PER DESIGNS
IN CONSTRUCTION PLANS - -
CONSTRUCTION SEQUENCE
1. INSTALLATION OF EROSION AND SEDIMENT CONTROL AND STORMWATER MANAGEMENT MEASURES MUST TAKE PLACE INITIALLY BEFORE THE COMM.IENCEMENT OFANY LAND -DISTURBING
ACTIVITIES. -
2. THE DEVELOPER ENGAGED IN OR CONDUCTING THE LANO-DISTURBINGACTIVITY SHALL BE RESPONSIBLE FOR INSTALLING AND MAINTAINING ALL TEMPORARY AND PERMANENT EROSION AND
SEDIMENT CONTROL MEASURES AND FACILITIES DURING THE DEVELOPMENT OF A SITE, AS REQUIRED BY THE APPROVED PLAN. OPERATIONS AND.MWNTENANCE CONDITIONS SHALL BE INCLUDED
IN THE PLAN OUTLINING HOW THE DEVELOPER INTENDS TO PROVIDE FOR OPERATIONS AND MAINTENANCE DURING CONSTRUCTION. -
3. FOLLOWING SOIL DISTURBANCE OR REDISTURSANCE, ALL PERIMETER SEDIMENT CONTROLS SHALL BE INSTALLED AND TEMPORARY STABILIZATlOfMMEASURES SHALL BE COMPLETED ON TOPSOIL
STOCKPILES PER THE NEW REQUIREMENTS NOTED IN THESE DETAILS. THESE REQUIREMENTS REFERTO ANY PERIODS OF INACTIVITY.
4. AREAS AT FINAL GRADE SHALL RECEIVE PERMANENT STABILIZATION MEASURES PER THE REQUIREMENTS NOTED ON THE NEW STABILIZATION CHABJr,
5, THE RESPONSIBILITY FOR MAINTAINING ALL PERMANENT EROSION AND SEDIMENT CONTROL MEASURES AND FACILITIES AFTER SITE LAND-DISIORWING ACTIVITY IS COMPLETED SHALL LIE WITH THE
LANDOWNER OR PERSON IN POSSESSION OR CONTROL, EXCEPT FACILITIES AND MEASURES INSTALLED WITHIN ROAD OR STREET RIGHT-OF-WAYSQ R EASEMENTS ACCEPTED FOR MAINTENANCE
BY THE LOCAL MUNICIPALITY.
6. APPROVED PLANS REMAIN VALID FOR THREE (3) YEARS, FROM THE DATE OF AN APPROVAL.
7. IF NECESSARY, SLOPES, WHICH EXCEED EIGHT (8) VERTICAL FEET SHOULD BE STABILIZED WITH SYNTHETIC; OR VEGETATIVE MATS IN ADDITION TOJHyDROSEEDING. IT MAY BE NECESSARY TO
INSTALL TEMPORARY SLOPE DRAINS DURING CONSTRUCTION. TEMPORARY BERMS MAY BE NEEDED UNTIL THE SLOPE IS BROUGHT TO GRADE.
8. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMIPORARILY OR PERMANENTLY CEASED. PLEASE
SEE CHART FOR STABILIZATION REQUIREMENTS.
9. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED EVERY SEVEN(7)DAYS. IF SITE INSPECTIONS IDENTIFY.BMF'S THAT ARE DAMAGED OR ARE NOT OPERATING EFFECTIVELY,
MAINTENANCE MUST BE PERFORMED AS SOON AS PRACTICAL OR AS REASONABLY POSSIBLE AND BEFORE THE NEXT STORM EVENT WHENEVER P13=11CABLE. L
10. PROVIDE SILT FENCE AND/OR OTHER CONTROL DEVICES, AS MAY BE REQUIRED, TO CONTROL SOIL EROSION DURING UTILITY CONSTRUCTION. ALJOISTURBED AREAS SHALL BE CLEANED, GRADED,
AND STABILIZED WITH GRASSING IMMEDIATELY AFTER THE UTILITY INSTALLATION. FILL, COVER, AND TEMPORARY SEEDING AT THE END OF EACH DAY ARE RECOMMENDED, IF WATER IS
ENCOUNTERED WHILE TRENCHING, THE WATER SHOULD BE FILTERED TO REMOVE ANY SEDIMENTS BEFORE BEING PUMPED BACK INTO ANY WATER(COF THE STATE,
II. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF CONSTRUCTION UNTIL THE COMPLETION OF ALL CONSTTRUCTION ACTIVITIES AND ALL DISTURBED AREAS
HAVE BEEN STABILIZED. ADDITIONAL CONTROL DEVICES MAY BE REQUIRED DURING CONSTRUCTION IN ORDER TO CONTROL EROSION AND/OR OFFSSITE SEDIMENTATION. ALL TEMPORARY
CONTROL DEVICES SHALL ONLY BE REMOVED ONCE PERMISSION HAS BEEN GIVEN BY THE NCOENR INSPECTOR.
I
12. THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MIN I MIZE THE TRACKING OF MUD ONTO PAVED ROADWAY(S) FROM CONSTRUCTION AREAS dWID THE GENERATION Of DUST. THE
CONTRACTOR SHALL DAILY REMOVE MUDISOIL FROM PAVEMENT, AS MAY BE REQUIRED. -
13. RESIDENTIAL SUBDIVISIONS REQUIRE EROSION CONTROL FEATURES FOR INFRASTRUCTURE AS WELL AS FOR INDIVIDUAL LOT CONSTRUCTION INDJ1V10UAL PROPERTY OWNERS SHALL FOLLOW
THESE PLANS DURING CONSTRUCTION OR OBTAIN MAINTENANCE AND INSTALLATION AGREEMENT FROM THECITY OF MONROE ENGINEERING DEPABTMENT.
14. TEMPORARY DIVERSION BERMS AND/OR DITCHES WILL BE PROVIDED AS NEEDED DURING CONSTRUCTION TO PROTECT WORKAREAS FROM UPSUWE RUNOFF AND/OR DIVERT SEDIMENT -LADEN
WATER TO APPROPRIATE TRAPS ORSTABLE OUTLETS. -
16. ALL WATERS OF THE STATE (WOOS), INCLUDING WETLANDS, ARE TO BE FLAGGED OR OTHERWISE CLEARLY MARKED IN THE FIELD. A DOUBLE ROW QIFSILT FENCE IS TO BE INSTALLED IN ALL AREAS
WHERE A50-FOOT BUFFER CANT BE MAINTAINED BETWEEN THE DISTURBED AREA AND ALL WOS. A10-FOOT BUFFER SHOULD BE MAINTAINED BETWFEEN THE LAST ROW OF SILT FENCE AND ALL WOS.
16. ALL INLETS COLLECTING DRAINAGE OR THAT MIGHT POTENTIALLY BE AFFECTED BY THE LOT CONSTRUCTION SHALL HAVE INLET PROTECTION. INL96PROTECTION MUST BE MAINTAINED UNTIL ALL
AREAS DRAIN ING TO THE INLET ARE FULLY STABILIZED.
17, LITTER, CONSTRUCTION DEBRIS, OILS,FUELS. AND BUILDING PRODUCTS WITH SIGNIFICANT POTENTIAL FOR IMPACT (SUCH AS STOCKPILES OF FRE,WFLV TREATED LUMBER) AND CONSTRuGr1ON
CHEMICALS THAT COULD BE EXPOSED TO STORM WATER MUST BE PREVENTED FROM BECOMING A POLLUTANT SOURCE IN STORM WATER DISCRAR(CES
16. PRIOR TO BEGINNING WORK ON THE SITE, CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL EXISTING UTILITIES AND NOTIFY THIEFENGINEER OF ANY POTENTIAL CONFLICTS
THEY MAY HAVE WITH THE PROPOSED WORD.
Is. CONTRACTOR MUST CONTACT NORTH CAROLINA 811 A MINIMUM OF 72 HOURS IN ADVANCE PRIOR TO BEGINNING WORK. CONTRACTOR SHALL BE RESSPONSIBLE FOR CONTACTING ANY UTILITY
COMPANIES THAT ARE NOT UNDER CONTRACT WITH N.C. 811 TO HAVE THEIR RESPECTIVE UTILITY LINES MARKED. VERIFICATION OF UNDEROROUNTDUTIUTV LINES PRIOR TO DIGGING IS THE LAW.
20. ANY OFF -SITE BORROW AND WASTE REQUIRED FOR THIS PROJECT MUST COME FROM A SITE WITH AN APPROVED EROSION PLAN, A SITE REGULATMIDUNDER THE MINING ACT OF 1971. OR
LANDFILL REGULATED BY A DIVISION OF SOLID WASTE MANAGEMENT. TRASH/ DEBRIS FROM DEMOLITION ACTIVITI ES OR GENERATED BY ANY ACTWHIES ON SITE MUST BE DISPOSED OF AT A
FACILITY REGULATED BY THE DIVISION OF SOLID WASTE MANAGEMENT OR PER DIVISION OF SOLID WASTE MANAGEMENT OR DIVISION OF WATER REISOURCES RULES AND REGULATIONS.
GENERAL NOTES -SEDIMENT BASINS

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STANDARD/GENERAL NOTES: I
1. ALL REQUIRED PERMITS MU2,38
ST BE OBTAINED AND COPY MAINTAINED ON SITE PRIOR TO 11. SLOPES SHALL BE GRAOEDNO STEEPER THAN 3:1, UNLESS SPECIFICALLKNOTED ON THE PLANS. \ / \\
COMMENCING WORK. ONCE WORK BEGINS, ANY CONSTRUCTION ENTRANCES SHALL BE INSTALLED FOR Aa!L SLOPES GREATER 3:1, EROSION CONTROL MATTING WILL REQUIRED. ALL 3:1 SLOPES ARE DI# 218 ., \` 6 # 11 \ /� / to
BEFORE ALL OTHER MEASURES, FOLLOWED BY ANY NEEDED CULVERTS. THE PREWETER RECOMMENDED TO HAVE EROSION CONTROL MATTING TO ASSIST IN STABILIZATION. SEE , , , �%' /
CONTROLS ARE THEN TO BE INSTALLED WITH ONLY THE DISTURBANCE NECESSARY FOR THEIR VEGET6ATIVE MATTING DETAILS ON EROSION SHEETS FOR INSTALLATION REQUIREMENTS. // \
CONSTRUCTION. ALL REQUIRED EROSION CONTROL DEVICES SHALL BE INSTALLED PRIORTO
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THE INSTALLATION OF ANY UNDERGROUND UTILITIES OR SITE GRADING ACTIVITIES. SEE THE
APPLICABLE PLAN SHEETS FOR THE REQUIRED EROSION CONTROL REQUIREMENTS, MIAINTENANCE
12.
IF NECESSARY, SLOPES WHICH EXCEED EIGHT (8) VERTICAL FEET MAY REQUIRE THE USE OF
SYNTMIETIC OR VEGETATIVE MATS, IN ADDITION TO NORMAL SEEDING.
U) ,
AND STABILIZATION OF THE WORK SITE.
13,
COMPACTION WITHIN ROAD RIGHTS -OF -WAY SHALL BE AS REQUIRED BY THE GOVERNING AGENCY.
2. DURING CONSTRUCTION AND UNTIL TURF IS ESTABLISHED, ALL EROSION DEVICES SHALL BE
AT A MINIMUM, THE FOLLOWING STANDARDS SHALL BE MET:
L�
GRAPHIC SCALE
MONITORED AND MAINTAINED PER THE SPECIFIED MAINTENANCE SCHEDULE (SEE EROSION
CONTROL PLAN SHEETS). ALL COMPLETED WORK AREAS THAT HAVE BEEN BROUGHT TO GRADE
A, ;SUBGRADE SHALL BE COMPACTED TO 100 % STANDARD PROCTOR MAXIMUM DRY DENSITY
SHALL BE SEEDED AND MULCHED.
((UPPER IT).
-6� 36 60 126
B. AGGREGATE BASE COURSE SHALL COMPACTED 100 DENSITY.
3. CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS PRIOR TO BEGINNING WORK CONTRACTOR
MI
C. (INTERMEDIATE AND SURFACE HOT MIASPHALT COUU RSES SHALL BE COMPACTED TO A_...
SHALL VERIFY LOCATION AND DEPTH OF ALL APPLICABLE UTILITIES AFFECTING THE PROJECT (ON
MINIMUM % MAXIMUM SPECIFIC GRAVITY.
AND OFF SITE).
D. . S3UBGRADE AND BAS COURSE SHALL BE PROOF ROLLED (50,000 LBS MIN.).
E. (HOT MIX ASPHALT TEMPERATURE AT TIME OF LAYDOWN SHALL BE WITHIN 20"F OF THE PLANT
IN FEET )
4. THE CONTRACTOR SHALL CONTACT THE NORTH CAROLINA ONE CALL CENTER AT LEAST 72 HOURS
TEMPERATURE (MIN. TEMPERATURE SHALL LESS THAN 22 DEGREES).
1 inch = 60 ft.
IN ADVANCE OF THE CONSTRUCTION. INDIVIDUAL UTILITY AGENCIES NOT PARTICIPATING IN ONE
A B DNA
F. WA I OF THE MINIMUM REQUIREMENTS CAN BE CONSIDERED ON A CAS -BY -CASE BASIS
CALL SHALL BE CONTACTED INDEPENDENTLY BY THE CONTRACTOR.
AND MUST BE APPROVED BY THE GEOTECHNICAL ENGINEER
MUST 1
AND M
5. UPON VERIFICATION OF THE LOCATION AND DEPTH OF ALL UTILITIES, CONTRACTOR SHALL VERIFY
14.
THE CONSTRUCTION OF ALL STREETS AND DRAINAGE IMPROVEMENTS LOCATED WITHIN THE
THAT THERE ARE NO CONFLICTS WITH THE EXISTING UTILITIES. ANY CONFLICTS SHALL BE
ROADVIVAY RIGHT-OF-WAY SHALL BE GOVERNED BY THE NCDOT STANDARD SPECIFICATIONS.
REPORTED TO THE ENGINEER FOR EVALUTION AND REDESIGN (IF NECESSARY)., THE CONTRACTOR
SHALL NOT COMMENCE WORK IN THE AREA. UNTIL THE CONFLICT IS RESOLVED.
15.
STORIM DRAINAGE SYSTEMS (PIPED OR OPEN CHANNEL) LOCATED OUTSIDE OF THE PUBLIC ROAD
F-WAYARE THE MAINTENANCE RESPONSIBILITY THE INDIVIDUAL OWNER OR
RIGHT8.
DURING EXCAVATION, ALL FOREIGN DEBRIS AND UNSUITABLE FILL MATERIALS SHALL BE REMOVED
UNLESS OTHERWISE SPECIFIED. WHEN REQUIRED, PRIVATE
HOMNIAGE EAS ASSOCIATIONS E REQUIRED,
HOMEOWNERS
AND DISPOSED OF OFFSITE OR LOCATION APPROVED BY OWNER
E AP
DRAINfAGE EASEMENTS SHALL BE APPLIED AND ANY OBSTRUCTION OR ENCROACHMENT INTO SAID
EASEWENT IS PROHIBITED. HOMEOWNER OR BUILDER IS SOLELY AT RISK FOR THE REMOVAL
7. ON -SITE BURIAL PITS, WHEN APPROVED, SHALL BE CLEARLY MAKED ON THE FIELD RECORD
THE USE
ANDIOR DAMAGE OF HARDSCAPES, LANDSCAPING, STRUCTURES OR OTHER IMPROVEMENTS
DRAWINGS AND A COPY OF THOSE DRAWINGS SHALL BE PROVIDED TO THE OWNER. OF
PLACED WITHIN THE EASEMENTS SHOULD MAINTENANCE NEED TO BE PERFORMED.
BURIAL PITS SHALL NOT BE ALLOWED FOR THIS PROJECT.
16..
THE E RESPONSIBLE FOR MEETING THE BUILDING FOUNDATION DRAINAGE
AS
e ALL FILL SHALL BE COMPACTED TO 95 % STANDARD PROCTOR (ASTM D698) MAXIMUM DRY DENSITY
ERN (CURRENT VERSION AS
S SPECIFIED IN THE INTERNATIONAL RESIDENTIAL CODE C R
REQUIREMENTS S
E UIIREMENTS ASS E R O
HALL NOT BE USED AS FILL
HIGHLY PLASTIC SOILS S
MATERIAL. "LIOH7WEIGHT" OR G LY LAS FORSPECIFIED
UNDER ROADWAYS, BUILDINGS AND OTHER STRUCTURAL AREAS. LIGHTWIGHT OR PLASTIC SOILS
AS DEFINED BY THE GEOTCHNICAL ENGINEER. 100 % STANDARD PROCTOR OF MAXIMUM DRY
DENSITY SHALL BE ATTAINED FOR DRIVEWAYS, PARKING LOTS AND BUILDINGS (UPPER 12" OF
SUBGRADE.
LBS OR TESTED BY
AL SOILS SHALL BE PROOFR OLLED MIN. 50000
9. AREAS CUT TO GRADE (RESIDUAL )
T LOADING. PLASTIC
FOR STRUCTURAL MEANS TO ENSURE THAT MATERIAL IS SUITABLE OTHER SOILS SHALL
BE UNERCUT AND DISPOSED OF OFFSITE OR A LOCATION APPROVED BY OWNER AND
REPLACED WITH SUITABLE FILL MATERIAL, AS DIRECTED BY THE GEOTECHNICAL ENGINEER.
10. ALL FILL FOR STRUCTURAL AREAS SHALL BE PLACED IN WW2" LIFTS AND COMPACTED TO 100
STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM 0698) AT NEAR OPTIMUM MOISTURE CONTENT
FnR I IRGFR 1Y AS mrARI IRFn FROM FINISHFn GRADF /TOLERANCE SHALL BE 32
1 AGENCY).
RirED BY GOVERNING
ADO )
17. ENGINEEER DOES NOT WARRANT THAT ANY OR ALL LOTS HAVE BEEN SET UP TO MEET THE BUILDIN(
FOUNIDATION DRAINAGE REQUIREMENTS SET FORTH IN THE INTERANTIONAL RESIDENTIAL CODE.
MAINTAINING ESTABLISHED DRAINAGE PATTERNS OR
8E RESPONSIBLEFOR M NING THE ESTABL SH
1 ENSURE
R SHALL
8
T HE ESTABLISHED DRAINAGE PATTERNS WILL NOT
T ANY ALTERATIONS O T ING THAT ENSUIB
- STORM D D DOWNSTREAM PROPERTY
IMPACT THE RECEIVING STO DRAINAGE SYSTEM AND/OR O ' • SELY IM AC E
AOVER
OWNkER.
19. RNALLLELEVATIONS ARE SUBJECT TO CHANGE BASED UPON SITE CONDITIONS,. CONSTRUCTION
TOLE98ANCES BY AND BETWEEN OWNER/CONTRACTOR, AND OTHER CONDITIONS.
EXISTING SITE TOPOG
RXPHIC CONTOURS (2' INTERVALS) FOR STONEBRIDGE SUBDIVISION PARCE1.5 AS PROVIDED BYR.JOE
RABBIS BASSOCIATES,,IjNO,
NO PORTION OF THE 69A`bTS ARE LOCATED WITHIN THE 100 YEAR FLOOD HAZARD ZONE AS DEFINED ON NORTH CAROLINA
FEMA FLOOD INSURA NErE RATE MAP # 3710-5402A0-J PANNEL5402J,EFFECTNE DATE: OCTOBER 18,2008
BOUNDARY SURVEY AS,rPERFORMED BY R. J E HARRIS AN ASSOCIATES, DATED SEPTEMB 71,2U15 AND DEPICTED EO
ON ALTA/ACSM SURVEYrOF SLF II NC-INOIAN TRAIL, LLC, TAX ID# 08270009,DB270009J, 08270009H808270010D GOOSE CREEK
TOWNSHIP UNION COUt, 17rY NORTH CAROLINA.
HORIZONTAL DATUM TIFF TO NAD 83 AND VERTICAL DATUM BASED ON NAVO 88. CONTACT R. JOE HARRIS 8 ASSOCIATES, INC
FOR BENCHMARKS AND,4CONTROL INFORMATION.
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Print/PloI Date
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May 12 2011
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GENERAL NOTES - WET POND
1. THE INSIDE AND OUTSIDE OF THE WET DETENTION BASIN BERMS SHALL BE A MAX(.:3:1 SLOPE AND
STABILIZED WITH PERMANENT APPROVED SEEDING. THE INSIDE OF THE FOREBAWIBELOW PERMANENT
POOL DEPTH SHALL BE A MAX. 2:1 SLOP[E
2. RIPRAP APRONS SHALL BE CONSTRUCTED AT ALL STORM DRAIN INLET LOCATIONS PER APRON SIZING
CHART. APRONS SHALL EXTEND DOWN SLOPE OF BERM FROM PIPE OUTLET TO FOIREBAY BOTTOM.
RIPRAP SHALL BE INSTALLED AT OUTLET OF POND DISCHARGE PIPE PER APRON SIIZING CHART.
3, TOP OF FOREBAY BERM SHALL BE CONSTRUCTED TO ELEVATION OF ISABOVE AMID BE A MINIMUM 4' IN
WIDTH.
4. LOW FLOW ORIFICE SHALL BE CONSTRUCTED OF PVC WITH 90 DEGREE ELBOW THAAT EXTENDS TO A
DEPTH OF 12" BELOW THE PERMANENT POOL ELEVATION, ANY ADDITIONAL ORIFICES SHALL UTILIZE
SOME FORM OF TRASH GUARD.
5. INCLUDE ADDITIONAL ORIFICES IN THE OUTLET STRUCTURE PER THE DETAILS TO'IIRELEASE FLOWS FROM
LARGER STORM EVENTS.
6. CONSTRUCT OUTLET STRUCTURE ON PRECAST CONCRETE BALLAST PAD PER DESIGN SPECIFICATIONS,
6.0' x 6.0' x1.0'.
7. EMERGENCY SPILLWAY SHALL BE CONSTRUCTED OF CLASS 1 RIPRAP. GEOTEXTILE FABRIC SHALL BE
PLACED UNDER STONE. RIPRAP SHALL EXTEND DOWN THE OUTSIDE OF THE BERMI5' PAST TOE OF
SLOPE TO NATURAL GRADE.
8. BOTTOM OF BASIN TO BE GRADED TO ALLOW MIN. 0.50% SLOPE TOWARD OUTLET STRUCTURE.
9. DUE TO THE DIFFERENCE IN THE DISCHARGE PIPE INVERT VERSUS THE BOTTOM OF POND ELEVATION,
THE OUTLET STRUCTURE IS TO BE FILLED WITH CONCRETE TO AN ELEVATION EQLRAL WITH THE
PERMANENT POOL.
10. THE WET POND MUST BE CONSTRUCTED OF LOW PERMEABILITY SOILS TO MAIMII?AIN THE PERMANENT
POOL ELEVATION, THE USE OF A CLAY LINER, GEOMEMBRANE OR GEOSYNTHETIC:ICLAY LINER WILL BE
REQUIRED SHOULD THE NATIVE SOILS (IN -SITU MATERIALS) DEMONSTRATE THE IINABILITY TO MEET THE
REQUIRED LINER PARAMETERS -NATIVE SOILS AS TESTED BY A LICENSED GEOTECHNICAL ENGINEER,
ALTERNATIVE LINERS SHALL BE APPROVED ON A CASE -BY -CASE. LINER SHALL BE(CONSTRUCTED OR
COMPACTED SUCH THAT THE INFILTRATION RATE IS NO MORE THAN 0.01 IN/HR
11. IF "IN -SITU" SOILS ARE TO BE USED, THEN A SOIL ANALYSIS SHALL BE CONDUCTED BY A LICENSED
GEOTECHNICAL ENGINEER TO VERIFY THAT THE ONSITE SOILS (RESIDUAL AND FILIL) CONTAIN LOW
PERMEABILITY PROPERTIES SUFFICIENT TO RETAIN WATER WITHIN THE STRUCTUIRE. IT IS HIGHLY
RECOMMENDED THAT THE IN -SITU SOILS BE TESTED FOR HYDRAULIC CONDUCTIVIITY & INFILTRATION
RATE.
12. ANY SOILS THAT ARE USED IN THE CONSTRUCTION OF THE BMP MUST MEET THE:IFOLLOWING
REQUIREMENTS: -MIX MUST BE UNIFORM AND FREE OF MATERIAL GREATER THAN12" (STONES. STUMPS,
ROOTS, ETC.) -TEXTURE SHOULD BE LOAMY SAND, WITH NO MORE THAN 10% CLAY( (EXCEPT LINER WHEN
REQUIRED) -MINIMUM ORGANIC CONTENT OF 10% BY DRY WEIGHT (WOODY SPECIES) AND 5% (TURF
AREAS)
BMP WET DETENTION POND MAINTENANCE PLAN
1. ONCE THE SITE AND CONTRIBUTING UPLAND DRAINAGE AREA HAS BEEN STABILIZEiD, ALL
CONSTRUCTION DEBRIS/SILT SHALL BE REMOVED FROM THE POND AND THE PERMAANENT STORAGE
VOLUME/DEPTH SHALL BE ESTABLISHED AND VERIFIED IN ACCORDANCE WITH THE/APPROVED
DESIGN (POND SHALL BE AS -BUILT VIA FIELD SURVEY AND VERIFIED BY THE DESIGiN ENGINEER OR
EQUAL).
2. POND SHALL BE CONSTRUCTED, INCLUDING THE INSTALLATION OF ANY REQUIREED LINERS,
STRUCTURES AND VEGETATION PLANTINGS AS SPECIFIED WITHIN THE DESIGN DOCUMENTS.
3. UPON COMPLETION OF POND CONSTRUCTION, THE POND SHALL BE FILLED WITH WAATER UP TO THE
PERMANENT POOL ELEVATION. FILLING OF THE PERMANENT POOL SHALL BE COO MdDINATED WITH
CITY OF MONROE, POOL CAN EITHER BE FILLED VIA NATURAL RAINFALL OR WITH POTABLE WATER.
4. POND SHALL BE MAINTAINED AS SPECIFIED AND MAINTENANCE IS THE RESPONSIBIILITY OF THE
OWNER.
5. THE PROPERTY OWNER AND/OR HOA WILL BE RESPONSIBLE FOR THE ANNUAL INSPECTION OF
STORMWATER BMP'S. THEY WILL BE REQUIRED TO SUBMIT AN ANNUAL INSPECTION REPORT TO THE
CITY OF MONROE ENGINEERING DEPARTMENT.
6. THE GRASS SIDE SLOPES SHALL BE MOWED MONTHLY, OR AS NEEDED.
7. TREES AND INVASIVE SPECIES SHALL BE REMOVED FROM WITHIN THE POND AND ON THE
EMBANKMENTS ON A SEMI-ANNUAL BASIS.
8. TRASH SHALL BE REMOVED FROM THE INSIDE OF, AND AROUND THE POND OUTLE'If STRUCTURE AND
THE STRUCTURE SHALL BE EXAMINED FOR DAMAGES ANNUALLY.
9. THE OUTLET STRUCTURE ORIFICES ARE TO BE CLEANED AND UNCLOGGED MONTHILY, OR
IMMEDIATELY FOLLOWING LARGER STORM EVENTS.
10. THE OUTLET PIPE IS TO BE INSPECTED, CLEANED, AND REPAIRED AS NEEDED ONI/AN ANNUAL BASIS.
11. MONITOR THE ACCUMULATION OF SEDIMENTATION ANNUALLY. SEDIMENT IS TO BiE REMOVED FROM
THE PERMANENT POOL WHEN THE VOLUME HAS BEEN REDUCED BY 25%. SIMILARLY, SEDIMENT IS TO
BE REMOVED FROM THE FOREBAY WHEN THE VOLUME HAS BEEN REDUCED BY 50%G.
12. THE POND BOTTOM SHALL BE MAINTAINED TO PROVIDE PROPER DRAINAGE TOWJAIRDS OUTLET
STRUCTURE. (0.5% MIN BOTTOM SLOPE).
13. ENERGY DISSIPATORS ARE TO BE INSPECTED, CLEANED, AND REPAIRED AS NEEQIED.
14, REPAIRS TO THE POND BERMS, SIDE SLOPES, OR ANY ERODED AREAS SHALL BE
ANNUALLY OR AS NEEDED.
15. MANAGEMENT OF ALL VEGETATION SHOULD BE MONITORED ON AN ANNUAL BASF TO ENSURE
PROPER PLANT LIFE IS MAINTAINED AT ALL TIMES.
16. UNION COUNTY MUST BE NOTIFIED IN WRITING OF ANY CHANGES IN MAINTENANCE RESPONSIBILITY
FOR THE STORMWATER DEVICES AT THE SITE.
17. OUTLET STRUCTURE MUST BE PROVIDED WITH A MANHOLE ACCESS AND STEPS.
11
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EXIST. S,ICREAM
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BMP WET POND #t;) PERM
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TOP OF BERM=64%.00'
EM. SPILLWAY = WA.50' I
PRINCIPAL WEIR=Q43.75
BOT. OF BASIN = 6,N.00' I
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PRRINCIPAL IRi=643.75 jI \
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BMP A CESS & \
MAINT ANCE
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GRAPHIC SCALE
( IN FEET )
I inch = 40 ft.
C EMERGENCY SPILLWAY
OWDE RIP -RAP APRON.'
ARMOR WITH FILTER FABRIC
AND EXTEND TO 5' PAST THE
TOE OF SLOPE.
(SEE DETAILS)
DETENTION BASIN BARREL
61.00 LF 36- RCP @ 0.66%
INV. UT:63 .6
INV. OUT: 636.60
UrONCRETE HEADWALL
RIP RAP APRON
LEINGTH = 12.0' MIN.
WIIDTH = 15.0' MIN.
DEPTH = 16.2" MIN.
BMP WET POND #100
DETAIL - N.T.S.
10' /ARIES 5'
S, 1.5' VARIES 5'
PROPOSED) 3.5'x3.5' I.D.
TOP OF EMBANKMENT "A"
PRECAST (IZUTLET PERMANENT WATER
STRUCTURE QUALITY POOL
EMEFGENCY SPILLWAY 'B"
- -
(ELEV. 637.00)
1(10-YR
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10' VEGETATED SHELF
ALL RISERS TO WAVE
2-YR STORM ELEV. 641.71
RIP TRAP APRON Oe
DETAIL ON SHEET
(SEE 3'HEET BMP-5) ��
- ----- - --
6MP-5
ORIFICE - "D" 1 SIDC
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u DOWNSPOUT
�
12' BELOW PEAW
POOL ELEV. ("E=)
FILL TO BE
(SEE DETAIL)
PLACED OVER
W U
PIPE ONLY AT
0.
OUTLET
TO BE FILLED W/
_____ _ _ / (ELEV. 634.00)
CONCRETE UP TO
PIPE INVERT
6.0' x 5.0' x 1.0'
CONCRETE BALLAST PAD
BOTTOM INVERT
UNDER PRECAST STRUCTURE EXTRA I" OF SEDIM
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STORMWATER
3.1 (ELEV. 638,50) o
10:1 1
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10' VEGETATED SHELF
11 IV
(ELEV. 635.00) __ I PROVIDE RIP -RAP
APT,+'ON FROM DISCHARGE
PIPFE TO FOREBAY BOTTOM
T
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POND
ELEV.
ELEV
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SIZE
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DEPTH
SIZE
SLOPE
INV U/S
INV D/S
#100
646.00'
644. 50'
643.50' 3.00"
39, 00'
1 2.00"
637.00'
2 00'
3.00'
36"
0.66%
637.0G'
636.60'

GENERAL NOTES - WET POND
1. THE INSIDE AND OUTSIDE OF THE WET DETENTION BASIN BERMS SHALL BE A MAX<.:3:1 SLOPE AND
STABILIZED WITH PERMANENT APPROVED SEEDING. THE INSIDE OF THE FOREBAYIBELOW PERMANENT
POOL DEPTH SHALL BE A MAX. 2:1 SLOPIE
2. RIPRAP APRONS SHALL BE CONSTRUCTED AT ALL STORM DRAIN INLET LOCATIONS PER APRON SIZING
CHART, APRONS SHALL EXTEND DOWN SLOPE OF BERM FROM PIPE OUTLET TO FU) REBAY BOTTOM,
RIPRAP SHALL BE INSTALLED AT OUTLET OF POND DISCHARGE PIPE PER APRON SIIZING CHART.
3. TOP OF FOREBAY BERM SHALL BE CONSTRUCTED TO ELEVATION OF ISABOVE AIND BE A MINIMUM 4' IN
WIDTH.
4. LOW FLOW ORIFICE SHALL BE CONSTRUCTED OF PVC WITH 90 DEGREE ELBOW THYAT EXTENDS TO A
DEPTH OF 12" BELOW THE PERMANENT POOL ELEVATION. ANY ADDITIONAL ORIFICES SHALL UTILIZE
SOME FORM OF TRASH GUARD.
5. INCLUDE ADDITIONAL ORIFICES IN THE OUTLET STRUCTURE PER THE DETAILS TO: IRELEASE FLOWS FROM
LARGER STORM EVENTS.
6. CONSTRUCT OUTLET STRUCTURE ON PRECAST CONCRETE BALLAST PAD PER DESIGN SPECIFICATIONS,
4.0' x 4.0' x 1.0'.
7. EMERGENCY SPILLWAY SHALL BE CONSTRUCTED OF CLASS 1 RIPRAP. GEOTEXTILI E FABRIC SHALL BE
PLACED UNDER STONE, RIPRAP SHALL EXTEND DOWN THE OUTSIDE OF THE BER101:5' PAST TOE OF
SLOPE TO NATURAL GRADE.
8. BOTTOM OF BASIN TO BE GRADED TO ALLOW MIN. 0.50% SLOPE TOWARD OUTLET STRUCTURE.
9. DUE TO THE DIFFERENCE IN THE DISCHARGE PIPE INVERT VERSUS THE BOTTOM OF POND ELEVATION,
THE OUTLET STRUCTURE IS TO BE FILLED WITH CONCRETE TO AN ELEVATION EQUAL WITH THE
PERMANENT POOL.
10. THE WET POND MUST BE CONSTRUCTED OF LOW PERMEABILITY SOILS TO MAINTWAIN THE PERMANENT
POOL ELEVATION. THE USE OF A CLAY LINER, GEOMEMBRANE OR GEOSYNTHETICAQLAY LINER WILL BE
REQUIRED SHOULD THE NATIVE SOILS (IN -SITU MATERIALS) DEMONSTRATE THE INABILITY TO MEET THE
REQUIRED LINER PARAMETERS -NATIVE SOILS AS TESTED BY A LICENSED GEOTECHNICAL ENGINEER.
ALTERNATIVE LINERS SHALL BE APPROVED ON A CASE -BY -CASE. LINER SHALL BE:000NSTRUCTED OR
COMPACTED SUCH THAT THE INFILTRATION RATE IS NO MORE THAN 0.01 IN/HR
11. IF "IN -SITU" SOILS ARE TO BE USED, THEN A SOIL ANALYSIS SHALL BE CONDUCTED BY A LICENSED
GEOTECHNICAL ENGINEER TO VERIFY THAT THE ONSITE SOILS (RESIDUAL AND FILIL) CONTAIN LOW
PERMEABILITY PROPERTIES SUFFICIENT TO RETAIN WATER WITHIN THE STRUCTUIRE. IT IS HIGHLY
RECOMMENDED THAT THE IN -SITU SOILS BE TESTED FOR HYDRAULIC CONDUCTIV11TY & INFILTRATION
RATE.
12. ANY SOILS THAT ARE USED IN THE CONSTRUCTION OF THE BMP MUST MEET THE:IFOLLOWING
REQUIREMENTS: -MIX MUST BE UNIFORM AND FREE OF MATERIAL GREATER THAN12" (STONES. STUMPS,
ROOTS, ETC.) -TEXTURE SHOULD BE LOAMY SAND, WITH NO MORE THAN 10% CLAW (EXCEPT LINER WHEN
REQUIRED) -MINIMUM ORGANIC CONTENT OF 10% BY DRY WEIGHT (WOODY SPECIES) AND 5% (TURF
AREAS)
BMP WET DETENTION POND MAINTENANCE PLAN
1. ONCE THE SITE AND CONTRIBUTING UPLAND DRAINAGE AREA HAS BEEN STABILIZED, ALL
CONSTRUCTION DEBRIS/SILT SHALL BE REMOVED FROM THE POND AND THE PERMYANENT STORAGE
VOLUME/DEPTH SHALL BE ESTABLISHED AND VERIFIED IN ACCORDANCE WITH THE:iAPPROVED
DESIGN (POND SHALL BE AS -BUILT VIA FIELD SURVEY AND VERIFIED BY THE DESIGN ENGINEER OR
EQUAL).
2. POND SHALL BE CONSTRUCTED, INCLUDING THE INSTALLATION OF ANY REQUIRED LINERS,
STRUCTURES AND VEGETATION PLANTINGS AS SPECIFIED WITHIN THE DESIGN DOCUMENTS.
3. UPON COMPLETION OF POND CONSTRUCTION, THE POND SHALL BE FILLED WITH WAATER UP TO THE
PERMANENT POOL ELEVATION. FILLING OF THE PERMANENT POOL SHALL BE COOIRDINATED WITH
CITY OF MONROE, POOL CAN EITHER BE FILLED VIA NATURAL RAINFALL OR WITH POTABLE WATER.
4. POND SHALL BE MAINTAINED AS SPECIFIED AND MAINTENANCE IS THE RESPONSIBILITY OF THE
OWNER.
5. THE PROPERTY OWNER AND/OR HOA WILL BE RESPONSIBLE FOR THE ANNUAL INSIPECTION OF
STORMWATER BMP'S. THEY WILL BE REQUIRED TO SUBMIT AN ANNUAL INSPECTION REPORT TO THE
CITY OF MONROE ENGINEERING DEPARTMENT.
6. THE GRASS SIDE SLOPES SHALL BE MOWED MONTHLY, OR AS NEEDED.
7. TREES AND INVASIVE SPECIES SHALL BE REMOVED FROM WITHIN THE POND ANDI(ON THE
EMBANKMENTS ON A SEMI-ANNUAL BASIS.
8. TRASH SHALL BE REMOVED FROM THE INSIDE OF, AND AROUND THE POND OUTLEI-r STRUCTURE AND
THE STRUCTURE SHALL BE EXAMINED FOR DAMAGES ANNUALLY.
9. THE OUTLET STRUCTURE ORIFICES ARE TO BE CLEANED AND UNCLOGGED MONTMILY, OR
IMMEDIATELY FOLLOWING LARGER STORM EVENTS.
10, THE OUTLET PIPE IS TO BE INSPECTED, CLEANED, AND REPAIRED AS NEEDED ONI:AN ANNUAL BASIS.
11. MONITOR THE ACCUMULATION OF SEDIMENTATION ANNUALLY. SEDIMENT IS TO ME REMOVED FROM
THE PERMANENT POOL WHEN THE VOLUME HAS BEEN REDUCED BY 25%. SIMILARLY, SEDIMENT IS TO
BE REMOVED FROM THE FOREBAY WHEN THE VOLUME HAS BEEN REDUCED BY 50%6.
12. THE POND BOTTOM SHALL BE MAINTAINED TO PROVIDE PROPER DRAINAGE TOWARDS OUTLET
STRUCTURE. (0.5% MIN BOTTOM SLOPE).
13, ENERGY DISSIPATORS ARE TO BE INSPECTED, CLEANED, AND REPAIRED AS NEEDED.
14. REPAIRS TO THE POND BERMS, SIDE SLOPES, OR ANY ERODED AREAS SHALL BE/ADDRESSED
ANNUALLY OR AS NEEDED.
15. MANAGEMENT OF ALL VEGETATION SHOULD BE MONITORED ON AN ANNUAL BASIIS TO ENSURE
PROPER PLANT LIFE IS MAINTAINED AT ALL TIMES.
16. UNION COUNTY MUST BE NOTIFIED IN WRITING OF ANY CHANGES IN MAINTENANCE RESPONSIBILITY
FOR THE STORMWATER DEVICES AT THE SITE.
17. OUTLET STRUCTURE MUST BE PROVIDED WITH A MANHOLE ACCESS AND STEPS.-
11
I
/,
87
_e,cFc1�E
^o
BMP ACCESS 8
MAINTENANCE
EASEMENT
( IN FEET )
I inch = 40 ft.
178
4'X4' O.D. PRECAST STRUCTURE
PRINCIPAL WEIR = 653.75'
DETENTION BASIN BARREL
43.96 LF 24" RCP @ 2.28%0
INV; IN:651.00
INV: OUT: 660.00
RIP RAP APRON
LENGTH =.18.0' MIN,
WIDTH = 20:V MIN.
DEPTH = 14.W MIN.
A
J
EMERGENCY SPILLWAY
30 WIDE RIP -RAP APRON.
ARMOR WITH FILTER FABRIC
AND EXTEND TO 5' PAST THE
TOE OF SLOPE................,
(SEE DETAILS)
Uwe jo
go .e.qN
W4YIIMi4i�# �ik'm 1 � tyy,�, r�
BMP WIET POND #200
5' 5' 3' 4' VARIES
DETAIL - N.T.S.
'
70' i ✓AR/ES I 5' I 5' I 1.5VARIES
TOjP OF EMBANKMENT "A" I\
EME� NGENCY SPILLWAY 'B" L/
w 10' VEGETATED SHELF
RIP=IRAP APRON 4
EE THEET BMP
„H„
PERMANENT WATER
PROPOSED) Jx3' I.D.
QUALITY POOL
PRFCAST CQUTLET
(ELEV 651.00)
STRUCTURLr
lJ'xJ'
(10-YR STORM ELEV. 654.52)
STORMWATER
EN TOP WEIREN TOP WEIR-zi
ALL RISERS TO HPAVE
TRASH RACK, SELL
(2-YR STORM ELEV. 653.36)
INLET
��
DETAILON SHEETT
BMP
3I .(ELEV 652.50)
ORIFICE - "D" 1 SIDE-
t
10:1
'.
DOWNSPOUT
12" BELOW PER1M.
L,
N o
e A.�
POOL ELE✓. (" "%) ,
(SEE DETAIL)
C -
o
c FOREBAY
10' VEGETATED SHELF h
IV
FILL TO BEJ
W
PLACED OVER
Pi-'E ONLY AT
'
OUTLET
(ELEV. 64&00)
PROVIDE RIP -RAP
TO BE FILLED W/
APMON FROM DISCHARGE
CONCRETE UP TO
5.0x 50 x 1.0'
PIRFE TO FOREBAY BOTTOM
PIPE INVERT
CONCRETE BALLAST PYAD
UNDER PRECAST STRCII TURF
EXTRA I" OF SEDIMENT
BOTTOM INVERT
(ELEV. INVERT
OF PERMANENT POOL
STORAGE AT BOTTOM
ANTI SEEP COLLAR (TYP.) *FOR
MAINTENANCE ACTIV177ES, UTILUIZE DRAIN PIPE
&
MUD PUMP WITH INTAKE/DISCHARGE FILTER
glyy rF4
x c«t;n marry
Cuis�.::
• � " mix «'rn:;umsrsu �
/$IjL1jFn'M'd:�
"k ':t t-= ^..�Ifilfil0
•'�^�i�'..
-ia :. ;. .e ryri '.fli^w i?i�'Mtltil 115t]
POND
A•
-3-
„C"
0"
"Ell,.
u
i F-„
u
G"
"H„
ELEV
I ELEV
ELEV.
SIZE
INV.
SIZE
INV..
)DEPTH
DEPTH
SIZE
SLOPE
INV. U/S
INV. D/S
2.00'
3.00'
24"
2.287
651,00'
650.00'
#200
556,00'
65 00'
654.00'
4.00"
652.00'
2.00"
C51.00'
yip jkMN' ' 3a7 §}'G {�StYil'Ya
Sh 7m -- -...... nn.r5w't Dmr._ -- !J

GENERAL NOTES - WET POND
1. THE INSIDE AND OUTSIDE OF THE WET DETENTION BASIN BERMS SHALL BE A MAX-3:1 SLOPE AND
STABILIZED WITH PERMANENT APPROVED SEEDING. THE INSIDE OF THE FOREBAY'IBELOW PERMANENT
POOL DEPTH SHALL BE A MAX. 2:1 SLOP[E
2. RIPRAP APRONS SHALL BE CONSTRUCTED AT ALL STORM DRAIN INLET LOCATIONS;IPER APRON SIZING
CHART. APRONS SHALL EXTEND DOWN SLOPE OF BERM FROM PIPE OUTLET TO FOIREBAY BOTTOM.
RIPRAP SHALL BE INSTALLED AT OUTLET OF POND DISCHARGE PIPE PER APRON SITING CHART.
3. TOP OF FOREBAY BERM SHALL BE CONSTRUCTED TO ELEVATION OF 1.5' ABOVE AND BE A MINIMUM 4' IN
WIDTH.
4. LOW FLOW ORIFICE SHALL BE CONSTRUCTED OF PVC WITH 90 DEGREE ELBOW THAT EXTENDS TO A
DEPTH OF 12" BELOW THE PERMANENT POOL ELEVATION. ANY ADDITIONAL ORIFICES SHALL UTILIZE
SOME FORM OF TRASH GUARD.
5. INCLUDE ADDITIONAL ORIFICES IN THE OUTLET STRUCTURE PER THE DETAILS TO RELEASE FLOWS FROM
LARGER STORM EVENTS.
6. CONSTRUCT OUTLET STRUCTURE ON PRECAST CONCRETE BALLAST PAD PER DESIIGN SPECIFICATIONS,
4.0'x 4.0'x 1.0'.
7. EMERGENCY SPILLWAY SHALL BE CONSTRUCTED OF CLASS 1 RIPRAP. GEOTEXTILE FABRIC SHALL BE
PLACED UNDER STONE. RIPRAP SHALL EXTEND DOWN THE OUTSIDE OF THE BERMIa PAST TOE OF
SLOPE TO NATURAL GRADE.
8. BOTTOM OF BASIN TO BE GRADED TO ALLOW MIN. 0.50% SLOPE TOWARD OUTLET 5rRUCTURE.
9. DUE TO THE DIFFERENCE IN THE DISCHARGE PIPE INVERT VERSUS THE BOTTOM OIF POND ELEVATION,
THE OUTLET STRUCTURE IS TO BE FILLED WITH CONCRETE TO AN ELEVATION EQUAL WITH THE
PERMANENT POOL
10. THE WET POND MUST BE CONSTRUCTED OF LOW PERMEABILITY SOILS TO MAINTAIN THE PERMANENT
POOL ELEVATION. THE USE OF A CLAY LINER, GEOMEMBRANE OR GEOSYNTHETICCLAY LINER WILL BE
REQUIRED SHOULD THE NATIVE SOILS (IN -SITU MATERIALS) DEMONSTRATE THE INABILITY TO MEET THE
REQUIRED LINER PARAMETERS - NATIVE SOILS AS TESTED BY A LICENSED GEOTEICHNICAL ENGINEER.
ALTERNATIVE LINERS SHALL BE APPROVED ON A CASE -BY -CASE. LINER SHALL BE CONSTRUCTED OR
COMPACTED SUCH THAT THE INFILTRATION RATE IS NO MORE THAN 0.01 IN/HR
11. IF "IN -SITU" SOILS ARE TO BE USED, THEN A SOIL ANALYSIS SHALL BE CONDUCTED BY A LICENSED
GEOTECHNICAL ENGINEER TO VERIFY THAT THE ONSITE SOILS (RESIDUAL AND FILL)) CONTAIN LOW
PERMEABILITY PROPERTIES SUFFICIENT TO RETAIN WATER WITHIN THE STRUCTURE. IT IS HIGHLY
RECOMMENDED THAT THE IN -SITU SOILS BE TESTED FOR HYDRAULIC CONDUCTIVIIITY & INFILTRATION
RATE.
12. ANY SOILS THAT ARE USED IN THE CONSTRUCTION OF THE BMP MUST MEET THE: FOLLOWING
REQUIREMENTS: -MIX MUST BE UNIFORM AND FREE OF MATERIAL GREATER THAN 2" (STONES. STUMPS,
ROOTS, ETC.) -TEXTURE SHOULD BE LOAMY SAND, WITH NO MORE THAN 10% CLAY(((EXCEPT LINER WHEN
REQUIRED) -MINIMUM ORGANIC CONTENT OF 10% BY DRY WEIGHT (WOODY SPECIE) AND 5%(TURF
AREAS)
BMP WET DETENTION POND MAINTENANCE PLAN
1. ONCE THE SITE AND CONTRIBUTING UPLAND DRAINAGE AREA HAS BEEN STABILIZED, ALL
CONSTRUCTION DEBRIS/SILT SHALL BE REMOVED FROM THE POND AND THE PERMANENT STORAGE
VOLUME/DEPTH SHALL BE ESTABLISHED AND VERIFIED IN ACCORDANCE WITH THE:/APPROVED
DESIGN (POND SHALL BE AS -BUILT VIA FIELD SURVEY AND VERIFIED BY THE DESIGN ENGINEER OR
EQUAL).
2. POND SHALL BE CONSTRUCTED, INCLUDING THE INSTALLATION OF ANY REQUIRED)ILINERS,
STRUCTURES AND VEGETATION PLANTINGS AS SPECIFIED WITHIN THE DESIGN DOCUMENTS.
3. UPON COMPLETION OF POND CONSTRUCTION, THE POND SHALL BE FILLED WITH WYJATER UP TO THE
PERMANENT POOL ELEVATION. FILLING OF THE PERMANENT POOL SHALL BE COORDINATED WITH
CITY OF MONROE, POOL CAN EITHER BE FILLED VIA NATURAL RAINFALL OR WITH POTABLE WATER.
4. POND SHALL BE MAINTAINED AS SPECIFIED AND MAINTENANCE IS THE RESPONSIBILITY OF THE
OWNER.
5. THE PROPERTY OWNER AND/OR HOA WILL BE RESPONSIBLE FOR THE ANNUAL INSPECTION OF
STORMWATER BMP'S. THEY WILL BE REQUIRED TO SUBMIT AN ANNUAL INSPECTIONPREPORT TO THE
CITY OF MONROE ENGINEERING DEPARTMENT.
6. THE GRASS SIDE SLOPES SHALL BE MOWED MONTHLY, OR AS NEEDED.
7. TREES AND INVASIVE SPECIES SHALL BE REMOVED FROM WITHIN THE POND AND ON THE
EMBANKMENTS ON A SEMI-ANNUAL BASIS.
8. TRASH SHALL BE REMOVED FROM THE INSIDE OF, AND AROUND THE POND OUTLEII`:STRUCTURE AND
THE STRUCTURE SHALL BE EXAMINED FOR DAMAGES ANNUALLY.
9. THE OUTLET STRUCTURE ORIFICES ARE TO BE CLEANED AND UNCLOGGED MONTHLY, OR
IMMEDIATELY FOLLOWING LARGER STORM EVENTS.
10, THE OUTLET PIPE IS TO BE INSPECTED, CLEANED, AND REPAIRED AS NEEDED ON/AN ANNUAL BASIS.
11. MONITOR THE ACCUMULATION OF SEDIMENTATION ANNUALLY. SEDIMENT IS TO BE REMOVED FROM
THE PERMANENT POOL WHEN THE VOLUME HAS BEEN REDUCED BY 25%. SIMILAR1 Y(, SEDIMENT IS TO
BE REMOVED FROM THE FOREBAY WHEN THE VOLUME HAS BEEN REDUCED BY 500/11.
12. THE POND BOTTOM SHALL BE MAINTAINED TO PROVIDE PROPER DRAINAGE TOWARDS OUTLET
STRUCTURE. (0.5% MIN BOTTOM SLOPE).
13. ENERGY DISSIPATORS ARE TO BE INSPECTED, CLEANED, AND REPAIRED AS NEEDED.
14. REPAIRS TO THE POND BERMS, SIDE SLOPES, OR ANY ERODED AREAS SHALL BE AIDDRESSED
ANNUALLY OR AS NEEDED.
15. MANAGEMENT OF ALL VEGETATION SHOULD BE MONITORED ON AN ANNUAL BASIS; TO ENSURE
PROPER PLANT LIFE IS MAINTAINED AT ALL TIMES.
16. UNION COUNTY MUST BE NOTIFIED IN WRITING OF ANY CHANGES IN MAINTENANCE RESPONSIBILITY
FOR THE STORMWATER DEVICES AT THE SITE.
17. OUTLET STRUCTURE MUST BE PROVIDED WITH A MANHOLE ACCESS AND STEPS.
T
I
I
II
i
DETENTION BASINPARREL
70.00 LF 18" RCP Q 0.51%
INV. IN: 64�.
INV. OUTC647.67
/
II E PRINCIPAL WEIR 6"i50.
l Jr�
RIP '. P APRON
LENGTH! = 10:0' MjN,..
WIDTH! = 11.5' MIN.
DEPTH', = 13.5" MIN. - ----
VAY
'30 WIDE RIP -RAP APRON.
ARMOR WITH FILTER FABRIC 1
AND EXTEND TO 5' PAST THE
TOE OF SLOPE. \
(SEE DETAILS) - , • I �� I (� :r
MP WET POND #300 PERM
200 OP OF BERM = 652.00'
...... SPILLWAY = 651.00'
INCIPAL WEIR r 650.00' -
B T. OF BASIN=644.00 201
202
y PG = 652.97
5 \ •
_ PAD 450, X 65'
652.47 !PAD = .
50'XB
�' �,....'��... t.,;a '•`tom V PG=652.725�.
F`�'"=!. . :4.��3t.•-e'.-�....�' ••',.Cam
L_128'.786 19+00
18+0 03 0 000 I _i �n� �._ •_„_; =•.:'.a_
GRAPHIC SCALE
( IN FEET )
I inch = 40 ft.
10' 1 VARIES
TO(p OF EMBANKMENT "A" '
EMERGENCY SPILLWAY "B" _
10' VEGETATED SHELF
(RIP- RAP APRON Oe
SEE SHEET BMP-5) �� n n
"H"
203
>61101 X66, / 204 -
�H�07� ''
BMP WEPT POND #300
DETAIL - N.T.S.
1,5 VARIES
I I 5, I 5, I 3` i 4
PERMANENT WATER
PROPOSED 2° x2' I.D.
QUALITY POOL
PRECAST OUTLET
(ELEV 648.00)
STRUCTURE
(70-YR STORM ELEV. 650.53)
A5'x4.5. OPEN TOP WEIR'-"C"
ALL RISERS TO HA_VIE
TRASH RACK, SEC
(2-YR STORM ELEV. 649.96)
DETAIL ON SHEET
-'---- -_
BMP-5
3: I
ORIFICE - `0" 1 SIDE_
70�
j0;1
',-
Asa
r � N•s �
Hf ,
DOWNSPOUT a
12" BELOW PERIM.
47
< 'sr
(sEE oErac)
^�• 10' VEGETATED SHELF
FILL TO BE
LACED OVER
PE ONLY AT
OUTLET
BE FILLED W/----------------- -- ' (ELEV 644.00)
VCRETE UP TO
PIPE INVERT 4.0' x 4.0' x 1.0'
CONCRETE BALLAST PAID
BOTTOM INVERT UNDER PRECAST STRUCTTURE EXTRA 1" OF SEDIMENT
(ELEV. 646.00) OF PERMANENT POOL
STORAGE AT BOTTOM
COLLAR (TYP.) *FOR MAINTENANCE ACTIVITIES, UTILIPZE DRAIN PIPE
& MUD PUMP WITH INTAKE/DISCHA'INGE FILTER
dA,.
B»
"Co »
,E»
F"
.,G»
»H»
POND
ELEV
ELEV.
ELEV. SIZE
IN
SIZE
I IN
!DEPTH
DEPTH
SIZE
I SLOPE
JINV U/S
INV. D/S
#300
652.00
65; 'J
650.00 5.50"
649.00'
2.50"
648,00'
3.00'
4.00'
18"
0.51%
648.00'1
647.64
VARIES
fSTOR
INLET
(ELEV. 649.50)
O
N
o FOREBAY
ail N
I
------- PROJWIDE RIP -RAP.
APRON FROM DISCHARGE
PIPE TO FOREBAY BOTTOM
ARY<. � : � -s�0> e.:s •)1sr<srnartrs
R3gui c h 't. 4, C.hrr.+Arns
iit�l:: f. ¢'.4 :; E ,) , :d+"+•�; :xe:''WKt�°i9 �Q1111%1
PlIw . ii a �. i CUaa Rtcywih
by_ Ph. 'AuioMle; Of . , d. Qom.d
Saes
1

7
ww
MAINTENANCE
SHALLOW WATER - UPPER HALF
SHALLOW WATER - LOWER HALF
SHALLOW LAND - LOWER HALF
SHALLOW LAND - UPPER HALF
10' VEGETATED SHELF
SHALLOW LAND
SHALLOW WAIRER
PI ANT IFFY
ARROW ARUM — Peltandra 'V!Mginica
Ll� SOFTRUSH — Juncus effusus;
THREE —SQUARE BULRUSH — Scirpus americanus
�I FLAT SEDGE — Cyperus aristetus
ROSE MALLOW — Hibiscus mm'scheutus
SEDGES - Corex spp.
DUCK POTATO Sagittoria &tifolio
SWAMP SUNFLOWER HelionAhus angustifolius
SHALLOW LAND - UP TO I' ABOVE PERMANLSNT POOL (TEMPORARY POOL)
(SPLIT INTO UPPER & LOWER HALVES)
SHALLOW WATER — 3"-6" DEEP (LOWER HA4TF OF VEGETATED SHELF)
(SPLIT INTO UPPER & LOWER HALVES)
NOTES
1. CHANGES TO AQUATIC VEGETATION LIST:
SUBSTITUTIONS DUE TO LACK OF PLANTING STOCK WILL BE CHOSSNI FROM THE 'APPROVED LIST
WITHIN THE NCDENR STORMWATER BMP MANUAL, JULY 2007 (REVbfiED 6-16-09).
2. PLANTS ARE TO BE PLACED IN ROWS, ALTERNATING: SPECIES BASED ON LAYOUTS SHOWN.
ALL PLANTS TO BE SPACED APPROXIMATELY 2' ON CENTER.
3. EMBANKMENT BETWEEN FOREBAY AND POND SHALL USE AQUAIfIC VEGETATION FROM UPPER
HALF OF SHALLOW LAND.
4. JUSTIFICATION FOR SPECIFIED PLANTS:
—ALL SPECIES EASILY OBTAINABLE
—PLANTS MAINTAIN LOW GROWTH HEIGHT, IDEAL FOR'RESIDENT;IVAL SETTING
—PLANTS PRODUCE RELATIVELY FAST GROUND COVERAGE
—LOW VEGETATIVE MAINTANENCE
5, ALL SLOPES ABOVE TEMPORARY POOL ELEVATION, ON OUTSIDE OF CONTAINMENT BERMS, AND
SURROUNDING AREAS TO BE PLANTED WITH TURF GRASS. (CENTIPEDE GRASS IS'' RECOMMENDED
BY DWQ)
6. DEVELOPER MAY ADD ADDITIONAL PLANTING TO BASE PLANTINTGS FOR AESTHETIC PURPOSES
SO LONG AS PLANTS ARE ON THE APPROVED LIST OF :SPECIES SNECIFIED IN THE BMP MANUAL
FOR WETLANDS.
SOIL MEDIA NOTES:
1. THE SOILS USED FOR THE DESIGN AND CONSTRUCTION OF A MET DETENTION BASIN MUST
HAVE A LOW PERMEABILITY. IF THIS IS NOT THE CASE THEN AI LINER (CLAY OR MANUFACTURED
MATERIALS) WILL BE REQUIRED TO MAINTAIN THE LEVEL OF WATERS NECESSARY IN THE
PERMANENT POOL, SPECIFICATIONS AS PROVIDED BY LICENSED GE(Q)TECHNICAL ENGINEER.
2. IF "IN SITU" SOILS ARE TO BE USED THEN A SOIL ANALYSIS WILL NEED TO '.BE CONDUCTED
BY A LICENSED GEOTECHNICAL ENGINEER TO VERIFY THAT THE ONFSITE SOIL IS ADEQUATE TO
ENSURE HEALTHY PLANT GROWTH AND PROPER INFILTRATION THRmUGH THE SOIL. THE FOLLOWING
ITEMS SHOULD BE CHECK AND INCLUDED IN A SOIL- ANALYSIS:
-SOIL pH
-SOIL TEXTURE
-SOILT TEST NCDA & CS
-CONTENT
-HYDRAULIC CONDUCTIVITY & INFILTRATION RATE (HIGHLY RECOMMfENDED)
3. ANY SOILS THAT ARE USED IN THE CONSTRUCTION OF THE BMfP MUST MEET THE FOLLOWING
REQUIREMENTS:
-MIX MUST BE UNIFORM AND FREE OF MATERIAL GREATER THEN V" (STONES, STUMPS, ROOTS,
ETC.)
-TEXTURE SHOULD BE LOAMY SAND, WITH NO MORE THEN 10%.CLIAY
-MIN. ORGANIC CONTENT OF 10% BY DRY WEIGHT (WOODY SPECIE.a;) AND 57. (TURF AREAS)
-pH SHOULD BE BETWEEN 5.5 AND 7.0
LEGEND:
IIIR11111 OVERALL LIMITS OF DISTURBANCE
STORM PIPE
OUTLET PROTECTION
Q CATCH BASIN
10' VEGETATED SHELF
SHALLOW WATER SHALLOW VAND
PERMANENT POOL
WATER

r
� � � r '7 �' � z , ., •. � � r i'. � � �', -

MAINTENANCE
INSTRUCTIONS
ACTIVITY
Replacement of
All dead plants should be remolded and disposed of, before vegetation that has failed on a large scale is replaced, the cause of
Dead Plants
such failure should be investigatted. If the cause can be determined, it should be eliminated before any reinstallation.
Fertilization
The objective of fertilizing at a BIMP is to secure optimum vegetative growth rather than yield (often the objective with other
activities such as farming). Inferrhile soils should be amended before installation and then fertilized periodically thereafter. Fertilizer,
can be composed of minerals, orgganic matter (manure), compost, green crops, or other materials.
Irrigation/ Watering
Watering of the vegetation can often be required during the germination and establishment of the vegetation, as well as
occasionally to preserve the vegetation through drought conditions. This can typically be accomplished by pumping water retained
in the BMP or from the stream, iimstalling a permanent irrigation system or frostproof hose bib, or using portable water trucks.
Mulching
Mulching should be used to maiinitain soil temperature and moisture, as Well as site aesthetics. A half inch layer is typically
adequate. Ideally, mulch shouldl The removed before winter to prevent an infestation of rodents.
Weeding
Weeding is often necessary in tliie first growing season, particularly if herbaceous grasses are outcompeting the young woody
vegetation growth. The need for:'�weeding may be largely eliminated by minimizing the amount of seed used for temporary erosion,
control. Weeding may also be regquired if, over time, invasive or undesirable species are entering the site and outcompeting plants,
that are specifically involved in tlhe treatment of the stormwater.
Disease Control
Based on monitoring observatiorms, either insecticides or (preferably) organic means of pest and fungal control should be used.
Mowing
Mowing of perennial herbaceous grasses and wildflowers, especially once seed heads have set, promotes redistribution of seed
for this selfsustaining system. Moowing should be carefully controlled, however, especially when performed for aesthetics. As
adjacent property owners and customers in general learn more about BMPs, their vision of what is aesthetically pleasing can
change. Grasses, in healthy herbaceous stands, should never be mown more than once per year.
BMP ELEMENT
POTENTIAL PROE;'LEMS
HOW TO REMEDIATE THE PROBLEM
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the wet
detention basin.
Areas of bare soil and/ur erosive
gullies have formed.
Regrade the soil if necessary to remove the gully, and then plant a ground cover andi
water until it is established. Provide lime and a one-time fertilizer application.
Vegetation is too short.ur too long.
Maintain vegetation at a height of approximately six inches.
The inlet device: pipe or swale
The pipe is clogged.
Unclog the pipe. Dispose of the sediment offsite.
The pipe is cracked or otherwise
Replace the pipe,
damaged.
Erosion is occurring in tlhe swale.
Regrade the swale if necessary to smooth it over and provide erosion control device,
such as reinforced turf matting or riprap to avoid future problems with erosion.
The forebay
Sediment has accumulLated to a
Search for the source of the sediment and remedy the problem if possible. Remove the
depth greater than the (original
sediment and dispose of it in a location where it will not cause impacts to streams or•nhe
design depth for sedimrent
BMP.
storage.
Erosion has occurred.
Provide additional erosion protection such as reinforced turf matting of riprap if needed
to prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by hand. If pesticide is used, wipe it on the plants rari;Uer
than spraying.
The vegetated shelf
Best professional practiices show
Prune according to best professional practices
that pruning is neededltto maintain
optimal plant health.
Plants are dead, diseasred or
Determine the source of the problem: soils, hydrology, disease, etc. Remedy the
dying.
problem and replace plants. Provide a onetime fertilizer application to establish the
ground cover if a soil test indicates it is necessary.
Weeds are present.
Remove the weeds, preferably by hand. If pesticide is used, wipe it on the plants ratter
than spraying.
The main treatment area
Sediment has accumullated to a
Search for the source of the sediment and remedy the problem if possible. Remove Vhe
depth greater than the (original
sedimem and dispose of it in a location where it will not cause impacts to streams or the
design sediment storage depth.
BMP.
Algal growth covers oveer 50% of
Consult a professional to remove and control the algal growth.
the area.
Cattails, phragmites or(other
Remove the plants by wiping them with pesticide (do not spray).
invasive plants cover 5t0% of the
basin surface.
The embankment
Shrubs have started toigrow on
Remove shrubs immediately.
the embankment.
Evidence of muskrat oir beaver
Use traps to remove muskrats and consult a professional to remove beavers.
activity is present.
A tree has started to glrcow on the
Consult a dam safety specialist to remove the tree.
embankment.
An annual inspection by an
Make all needed repairs.
appropriate professional shows
that the embankment weeds repair.
The outlet device
Clogging has occurredi.
Clean out the outlet device. Dispose of the sediment offsite.
The outlet device is daimaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs (of damage
Contact the local NC Division of Water Quality Regional Office, or the 401 Oversight,
have occurred at the outlet
Unit at 919-733-1786.
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