20070156 Ver 4_More Info Received_20080303

LA McDAVIDAssOCUTES, INC.
INC. Engineers•Planners•Land Surveyors
CORPORATE OFFICE GOLDSBORO OFFICE
[phone]•Fax[phone] [phone]•Fax[phone]
E-mail:[e-mail] E-mail:[e-mail]
3714 N.Main Street•P.O.Drawer 49 109 E.Walnut Street•P.O.Box 1776
Farmville,NC 27828 Goldsboro,NC 27533
February 29,2008 �'j F _ O ( 5'A_'P v
Mr. Ian McMillan
401 Oversight/Express Review Permitting Unit
NC Division of Water Quality
2321 Crabtree Blvd.
Suite 250
Raleigh,NC 27604
SUBJECT: Request for Culvert Design Approval
DWQ No.2007 0156;USACE
Action ID No. SAW-2007-02828
Cutter Creek Subdivision
Greene County,NC
Dear Mr.McMillan:
Please find attached 2 sets of plans for subject culvert installation. Condition 11 of the DWQ 401
Water Quality Certification requires written approval of the culvert design prior to installation. The
purpose of this correspondence is to request the written approval required by condition 11.
If you have any questions,please do not hesitate to call me.
Sincerely,
McDAVID ASSOC ES,INC.
.1
F. ynda 1 ewis,P.E.
Goldsboro Office
FTL:
Attachment
cc: Kyle Barnes,DWQ Washington(w/attach)
Kim Williams,Land Management Group(w/attach)
Buzz Shackelford,MRDG(w/o attach)
Simon Cox, McDavid Associates,Inc. (w/attach)
MAR 3 2008
DENR•WATER QUAUTY
WETLANDS AND STORMWATER BRANCH
\\G-PC I\D1 005\FTL\2008 1 080229
GREEN-CO-CUTTER-CK-SUB-CULVERT-DES IGN-LTR.doc

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XC� 4) \�\\ 111!i 111 J//�7/ \���,,111 I 1 / NO. DATE DESCRIPTION
rI C1q ''% \ 1, C ''% MCDAVID ASSUCtATES IN PLAN PROFILE - CLUB HOUSE DRIVE (0+00 TO 10+00) CAD DWG FILE NAME: 2004-6050-4703-CN03-P10-CLUB-00-10.DWG N
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4) , �Rq '':S 0�'�ti CAD PLOT FILE NAME: 2004--6050-4703-CN03-P10-R01.P T
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ti. = _ SEAL =n= S L ter'" MAP FILE REFERENCE:
_� _ =• _ - = CUTTER CREEK PLANTATION ' �� S
�, 1972 ; = _ 74 9 C CORPORATE OFFICE BRANCH OFFICE PROJECT NO.: 2-04--6050--4703 SURVEYED BY: �"
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�*wf � . � � ;�` �'�% . 3714 Notch 11Aain Street 109 East Walnut Street
'0 -� i't1 '''.,, �',� ;ti''!>GIN ��� P 0 Dnrwer 49 P O. Box 1776 MILL RUN D EVE Lo p M E N T R P DRAWING NO.: COMPUTED BY: 10-
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a♦.j 0- I ��/ VtLt'�' ��� 'i// YND�' �\�� T hone: 252 753-2139 Te hone: 919 736-7630 SCALE. HOR. 1 =40, VERT. 1 =4 DRAWAV BY: W
��1111�11+,,>,� �������„���� ) ( ) GREENE COUNTY NORTH CAROI.INA
Facsantie:[phone] Facsurtrle.[phone] DATE: F'EBRUARY 15, 2�8 APPRt)VED 8Y:
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Q�Vi A jQ MicAaN F Easzley,Governor
Mr Buzz Shackleford and Mill Run Development Group. Mr Buzz Shackleford and Mill Pun Development Group.
William 0.Ron Jr,Secretary Page 2 of 6 Page 3 of 6
s•- North Carolina Department of Environment and Natural Retounms December 20,2007 December g0,�W 7
wow� y
p -� Colon K Sullins,Dirawr Z
Divisim of water Quality NORTH CAROLINA 401 WATER QUALITY CERTIFICATION minimum of 30 percent of total nitrogen.This BiN1P must be properly designed,constructed and -�—__ ______ __�______ __-__ gg 84� _ ___� o
maintained. A diffused flow plan for this project shall be provided to this Office before any of S
December 20,2007 THIS CERTIFICATION Is issued in conformitywith the requirements of Section 401 Public Laws 92- W
q the impacts approved herein are conducted.The plan shall specify all stormwater discharge
500 and 95-217 of the United States and subject to the North Carolina Division of Water Quality(DWQ) points, level spreader worksheets,plan details of level spreaders,and calculations to indicate that / z
M' Buzz Shack ford Regulations in 15 NCAC 2H,Section .0500 to Mr. Buzz Shackleford and Mill Run Development Group, to diffuse flow through the protected buffers. If one or more BMPs is used in lace of providing TW=59.60 /� 72"0 12 GA. CORRI_,iGATED --r a
Mill Run DevelopaQrani ,, P P g , s0 0-
fill or otherwise impact 0.025 acres of 404/wetland,..,550 linear feet of stream(fill 496 linear feet of stream dim flow,then appropriate BMP worksheets,plan details and calculations must be provided BW=52.60 ALUMININUM PIPE /J 0.20% py o
P.O.Box 68 and flood 2,054 linear feet of stream),0.17 acres of open water,and 27,008 square feet of Zone 1 Neuse
Hookerton,NC 28538 for the BMPs. __` W
River basin protected riparian buffers and 436 square feet of Zone 2 Neuse River basin protected riparian �; o
buffers to construct proposed Cutter Creek subdivision which located northeast of the intersection of �t '• a <
Re: Cutter Crock Subdivision,Cireerne Coed o the p po ich is locat no leas Scdinncc�and Erosion Control: � _ _, s,; _ �� W County
NC Highway 58 and NC Highway 123,in Greene County,North Carolina,pursuant to an application dated - TW 61. 8 TW=59.78 W
No SAW-2007-02828 ; �, B W=52 78 Bw=52.78
DWQ g20070156;USA Action July I3,2007 and received by the DWQ on July 17,2007,by Public Notice by the U.S. Army Corps of 3. Erosion and sediment control practices must be in full compliance with
APPROVAL of 111 Water Qwty C.et#lkatioa and Authorization Certificate per the Meuse River Engineers issued on the 30'`da of Au of 2007 received b DWQ on Au 31 2007),and a!1 P P all spec�fications o TW=61.60
8 y S ( y Q � governing the proper design, installation and operation and maintenance of such Best BW=52.60 PIPE INV=53 78
BofBtr P Rues(1SA NCAC Y$d�33)wry Additional Cotditioat additional in�'ormation received from you on October 15,2007,December 6,2007 and December 17, 2007 �
Management Practices in order to protect surface waters standards: �
•
Dw Mr•� �• The application and supporting documentation provides adequate assurance that the proposed work will a. The erosion and sediment control rinstalled', N
• measures for the project must be designed, o .�
not result in a violation of applicable Wager Quality Standards and discharge guidelines. There ore,the operated,and maintained in accordance with the most recent version of the North Carolina
Attached hereto is s copy of Certi�on No.3718 issued to Mr.Buzz Shackleford and Mill Run . State of North Carolina certifies that this activity will not violate the applicable portions of Sections 301, Sedi,nsnt and Erosion Control Pisani � _ - � � Toz -
0 Developsttent Group,dated 20,2007. This lettier shall also act as your approved A ion 302 303 306 307 of PL 92-500 and PL 9S•217 if conducted in accordance with the lication,the rig avid Design Manual. �__ \,- PiPE INV - 53.60 TW=61., 8 � -apP b. The design, installation,operation,and maintenance of the sediment and erosion control � BW=52 78Certificate for to thepotect0d riparian buffers per 1 SA NCAC 2B.0233. In addition,you should supporting documentation,and conditions hereinafter set forth. o
measures must be such that they equal,or exceed,the requirements specified in the most �` T1H-61.6U �.
get any other fisdsrat, or local pantile before you go ahead wrtb your project including(but not recent version of the North Carolina Sediment and Erosion Control n � �
limited to)S*M Waft,Sediment and Erosion Control,Stormwster,Darn;Safa�ty,Non-discharge and This oval is on valid for the and design submitted in the lication materials and as ontro Manual. The devices BW=52.60 `v
application shall be maintained on all construction sites,borrow sites,and waste pile(spoil)projects, sue, Q
O
Water Supply W ngulatioas. described in the Public Notice. If the project is changed,prior to notification a new application for a new including contractor-owned or leased borrow its associated with project.
• Certification is required. If the property is sold,the new owner must be given a copy of the Certification g � P � � r W=5 9.6 0 � Z � o
If we can be of! ,aaxx do teat beait�da m contact us. . • c. Sufficient materials required for stabilization and/or repair of erasion control measures and —��
and approval letter and is thereby responsible for complying with all conditions of this Certification. Any stormwater routingand treatment shall be n site t B W=52.60 ��
new owner must notifythe Division and nest the Certification be issued in their name. Should wetland o s a all lines. u� w u
S' lY
LL r- N �M
or stream fill be i in the future,additional compensatory mitigation may be required as described � TW=59.78 c �.. �
. . $ 4. No waste, solids,or fill of any kind shall occur in wetlands,waters,or riparian areas beyond �P. BW=52.78 W o � v a, �,
m t SA NCAC 2H.OS06(h)(6)and('�. If any plan revisions from the approved site plan result in a the footprint of the impacts depicted in the 404/401 Permit Application. All construction activities, _ M 0 V-
Cb
chan a in stream or wetland impact or an increase in impervious surfaces,the DWQ shall be notified in O� �`" m o 1 v)
oleen H.Sullins 8 Q including the design, installation,operation,and maintenance of sediment and erosion control Best a • i ; o
writing and a new application for 401 Certification may be required. For this approval to be valid, Q o .o
Management Practices,shall be performed so that no violetions of state water quality standards, w a .; E
C e 1:m compliance with the conditions listed below is required. statutes,or rules occur, u
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Conditions of Certification: 0 c �' `L'
Attsrch�atnta: Certificate of Completion 5. Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum C
extent practicable. If placement of sediment and erosion control devices in wetlands and waters is w a
l. Impacts Approved unavoidable,they shall be removed and the natural grade restored within six months of the date that
cc. Becky Fox,EPA, 1307 Fire ,NC 28789 the Division of Land Resources has release e
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U.S.Array Corps of ,Washington Regulatory Field Office,Wilmington District,USACOE The following impacts are hereby approved as long as all of the other specific and general d the project;
Kyle Banes,DWQ W Reg�i 1W conditions of this Certification(or Isolated Wetland Permit)are met. I�io other impacts to
6. Protective FencingThe outside buffer,wetland or water boundary and along the construction PLAN VIEW — CULVERT
DLR�iY Regional C►f�3ce wetlands,streams,and/or buffers,are approved including incidental impacts: �Y g 2 �
corridor within these boundaries roved under this authorization shall be clean marked with "
File Y 1 20 c
orange warning fencing or similar hi visibilitymaterial for the areas that have been approved to Q ._
Central Files T of Ian act Amount A roved Uelts Pico Location or Reicreace 8 g g( ) PP
Kim Williams,LbiG,Inc.,P.O.Box 2522,Wilmington,NC 2W2 404/Wetland 0.025(acres lication and Public Notice
infringe within the buffer,wetland or water prior to any land disturbing activities; Q W
Stream 2,530[(linear feet)fill 496 linear feet of stream Application and Public Notice V Cn N
Filenum:�•r0isfver2C*IkrCntl&(Gren/z}Ni HSA_iC and flood 2 054 linear feet of stream Continuini Co pli_ante: v N t- "
n Water 0.17 acres Application and Public Notice LL � 0) con
Buffer-Zone I 2 7,008 uare ft. Beaton and Public Notice 7. Mr.Buzz Shackleford and Mill Run Development Group shall conduct construction activities in a w v N�.
Buffer-Zone 2 436 uare ft. Iication and Public Notice manner consistent with State water quality standards(including any requirements resulting from F" o ?N N
compliance with section 303(d)of the Clean Water Act)and any other appropriate requirements 0
Or
2. Diffuse Flow of State law and federal law. If the Division determines that such standards or laws are not being a Z 9 o
met(including the failure to sustain a designated or achieved use)or that State or federal law is O , a _
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U M to
All stormwater conveyance outlets must discharge to a properly designed,constructed and being violated,or that further conditions are necessary to assure compliance,the Division may = oil
--- •• - �,�°�` Caro maintained level spreader. If site conditions arc not appropriate for a level spreader due to site reevaluate and modify this Certification to include conditions appropriate to assure compliance "
401 Rwvisw l�Nb Usti ,/V�t1111 Hr �
t�1�sue , �Caste -i$N topography or high stormwater flow,then a stormwater BMP must be provided that will remove a with such standards and requirements in accordance with I SA NCAC 2.H.0507(d). Before
Z821 C,tsbrsc Sold,8u ?SQ,Wi�rlte Nvr�+Canoiw 27ao4
ft w:919-MITIS/FAX 914 U4M!bama
An�O000rkg"Al�lnlaiwl Arhm Fft*#vW-q t.pw wiamn%o"ro"w+r r Phew
-v CLUB HOUSE DRIVE STREAM CROSSiN
SCHEDULEOF CONSTRUCTION ACTI_VITII: o
,p Mr.Buzz Shackleford and Mill Run Development Group. Mr.Butt Shackleford and Mill Run Development Group. Mr. Butt Shackleford and Mill Run Development Group. 1. Work consists of installation of approximately 90 LF of 72" diameter corrugated
0
Page 4 of 6 Page 5 of 6 Page 6 of 6 aluminum pipe with 9 ft. high headwalls 31.5 ft. long on each pipe end and 9 ft. m
d v 20,2007 g December 20,200� wingwalls at all four headwall ends. The proposed alignment of the 90 LF of culvert is J �
1 December 20,2007
in general outside the existing streambed. Work within the existing streombed is limited, U -'
0 I a.
modifying the Certification,the Division shall notify Mr.Buzz Shagkleford and Mill Run
except as otherwise described herein, to tie-ins to the proposed 90 LF culvert of each 0 Q Q
tl. Development�irou ,and the US y Co of E ,prove public notice m accordance must be designed to treat the runoff from the ex&e project,unless otherwise explicitly approved end of the culvert. r 0 0
i P w' A by the Division of Water Quality. Also,before any permanent building is occupied at the The establishment of native,woody vegetation and other soft stream bank stabilization techniques j a a m ;~
with 1 SA NCAC 2H.0503 and pro opportunity fix'public basing in accordancewith 15 must be used where practicable instead of rip or other bank hardening methods. If rip-rap ra is 2. All construction activities shall be in full and complete com lion(a with Item 11 0 1 1 °D OD
M► subject site,the iseitiRles(as approved by this Office)shall be constructed and operational, P P mP g P- P
p NCAC 2H•0504. Any new or rev conditions shall be provided to Mr.Buzz Shackleford and access it shall not be laced in the stream bed unless specifically approved b the Division of "Culvert Installation" included in the NC D "A P P o 0 0 0 0 >- o
Z . , and the stormwater mamVement plan(as approved by this Office)shall be implemented. necessary, P Pe Y PP Y n DWQ PPROVAL of 401 Woter Quality 0 z 0 M
Mill Run Development Group ua lung,shall be provided to the United States Army Corps of Water i Certification and Authorization Certificate per the Meuse River Buffer Protection U v
U fog reference in an P iti assured t to Section 404 of ttxi Clean Water Act,and The structural stormwater practices as approved by this Office as well as patterns must Quality. P on Rules d I I � a � mp
I Engineers y P be maintained in perpetuity.No changes to the structural stormwater practices shall be made (15 A NCAC 2B.0233) with Additional Conditions.* 0 "1 in C Q
M shall also become conditions of 404 Permit for the project; Installation of culverts in wetlands must ensure continuity of water movement and be designed to / 0 0
p without written authorization from the Division of Water Quality. - 3. Flow diversion as described in Section 5.2 of the NCDOT "Best Management Practices � � � to v 0
adequately accommodate high water or flood conditions. " I I
Mitisifign: Additionally, in watersheds within o�mile and dr ' to 303 d listed waters as well as for Construction and Maintenance Activities shall be accomplished d as necessary to j 0 0
y' ai i O Upon completion of �. accommodate installation of the proposed culvert. In the event the CONTRACTOR utilizes 0 if) 0
0Compensatory .e ion watersheds that are c as nutrient sensitive wa�Ott,s(NSW),water supply waters(WS),trout po omplc the project,the Applicant shall complete and return the enclosed Certificate of temporary piping to cross the existing streombed, installation of the temporary piping a 0 t0 �
0 8. Mitigation Using 0e Preservation and Offset R� waters Tr),hi quality waters(HQW),and o resource wafers ORS,the Division Completion form to notify NCDWQ when all work included in the§401 Certification has been " I I
( high q ty ( shall be accomplished in dry conditions utilizing an impervious Dike. Fill material on d I cQ
(D shall require that extended detention wetlands,bio-retention areas,and ponds followed b completed. The responsible party shall complete the attached form and return it to the side slopes associated with tem oror piping shall be stabilized �tilizin P amote , 0 0 0
1 Mit 'on must be provided for proposed as specified in the table below. Wepo Y oP P Y P P 9 g �' / N N a)o 8
•4• . irnp cts forested filter strips(designed according to latest version of the NCDENR Sto�rmwater Best 401!%Vetlands [,snit of the NC Division of Water Quality upon completion of the project. Please Permonet Reinforcing Matrix or Rip Rap. In event Rip Rap•is utilized, placement shall be �
p U11derstand that you will be i ng 33.65 acres of onsite 404/wetland and 13,450 linear feet of send loin a hs u stream and of cuh►trt site to document correct installation limited to the side slopes es and not in the streombed. 6ridin is another type of I
0 Management Practices Manual)be constructed as part of the stormwater ffuumpment plan when P 8r• P P _ P 9 yp .. w W
onsite sirsam per the wetland and mitigation plan dated July 13,2007,and received by the aloe with the Certi/icate o Completion form"
acceptable tem oror stream crossing. All temporary piping sho I be removed at the � W X. U 'e'
N • • N •V�, a site-specific stormwater management plan is required. S .T P f eP P Y 9 P Y P P 9 tY Q Z 0
DWQ on July 17,2007. ly,you have agreed to restore Buse River basin riparian Z w
• conclusion of construction. O Z N o �
bu r(Zone I and Zone 2)around too onsit+e I 1-a+cre impotent,and restore 12. Deed Notifications � � <
p Where a State Stormw►ater Permit(tin accordance with 15 A NCAC 2H .1000)is required, 4 -The existing stream channel cross-section shall be modified of each culvert end to W W � � 0 0
Q 252,648 sgwu�e feet of offsite River basin n�patian buffer per your restoration plan dated this resit may be coas�red to meet this condition. _ conform to the 72" culvert. Channel cross-section operations shall transition to the � � � � o o Z a
Decendw y a Z Z ( m
4,2007,and received the DWQ on December 6,2006. These aforementioned Deed notifications or similar mechanisms shall be placed on all retained jurisdictional wetlands, undisturbed channel cross-section within 6 LF of each culvert er d. Side slopes at <
W V0 ►- 0
methods have been de by DWQ to be a suitable to meet the mitigation 11 Culvert Installation waters and protective buffers in order to assure compliance for future wetland,water and buffer each culvert end shall be no steeper than 2:1. Class 1 Rip Rap (18" thickness) over =J -J •- U Z
Orequirement. impact. These mechanisms shall be put in place at the time of recording of the property,or of filter fabric shall be used to "armor" all disturbed side slopes. TRIP RAP SHALL NOT BE W o a W J
U individual lots,whichever is ate. A sample deed notification can be downloaded from PLACED IN THE STREAMBED Q Q o < 0 < Q
All work in or adjacent to stream waters shall be conducted in a work area. Approved BMl' appropriate. �P Q o✓ oc U <
T of Impact Co■ don ed River aed Sub-bass•Number j P the 401/Wetlands Unit web site at http://h...�l.o.enr.state.ne.us/wwedands. The text of the le 0 0 0 2 a 0 (n 0
C� measures from the most current version of NCDOT Construction and Maintenance Activities manual samp 5. The work site shall be maintained at all times duringconstruction to prevent, or
Z Sirean�i 496 Neus�03020203 •/ deed notification may be modified as appropriate to suit to this project. minimize t o the extent possible, on sediment fromentering
W Z,one i I4eais�e� S 1 024 beet Newe/�03020203 P ,
a to g the -Areambed.
© Zone 2 Meuse Bu#flt+r 6S4 Ne�use/03020203 such as sandbags,rock berms,cofferdams and other diversion structures shall be used to prevent
p excavation in flowing water. 13. Certificate of Completion
� 9. Stormwatec Permit N 10000 Z
Cosauctuoau Upon completion of all work approved within the 401 Water i Certification or applicable
/ Culverts required for this project shall be installed in such a manner that the original stream profiles p° P Quality PP ,t
Upon the approval of an Erosion d Sedimetstation Control Plan issued b the Division of Land are not ahered.Existing stream dimensions(including the cross section dimensions,pattern,and Buffer Rules,and any subkquent modifications,the applicant is required to return the attached W
CaPP'ro y longitudinal profile must be maintained above and below locations of each culvert. Culverts shall certificate of completion to the 401 Oversight/Express Review Permitting Unit,North Carolina Q
0 Resources(DLR)or a DLR dele local wosion and•seadi nentation controi�Program,an Division of Water Quality, 1650 Mail Service Center,Raleigh,NC,27699-1650. U
�„� NPDES filet: J stormwater peraai (NCt3010000)adm by DWQ is automatically issued be designed and innstalled to allow for aquatic life movement as well as to prevent head cutting of _
to the projwL This General Permit allows som water to be discharged during land disturbing the streams. ff any of the existing papas are or become perched,the appropriate stream grade shall F-- �.-
0 • • • • be re-established or,if the i installed in a perched manner,the pipes shall be removed and re- Also,tkis approval to proceed witli your proposed impacts or to conduct impacts to waters as
e construe as by m dw partnit. If your protect is covered by this P P P depicted in our• licatioo shall a re upon expiration of the 404 or CAMA Permit. Z o
installed correct . P r PP Po ZP u,J Z
j le to letion dW deb one(1)or more acr+ea],full compliance lY i--
If this Certification is unacceptable to you,you have the right to an adjudicatory hearing upon written
� with permit ' • ns including control plan,self-monitoring,record keeping request within sixty(60)days following receipt of this Certification.This must be in the form of a �
and reporting requirements are r�eq treed. A copy of this permit and monitoring report forms may Culvert(s)shall not be installed in such a manner that will cause aggradation or erosion of the • • � W W
I found .� stream up or down stream of the culvert(s). Existing stream dimensions(including the cross section written petition conforming to Chapter 1 SOB of the North Carolina General Stares and filed with the >
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Office of Administrative Hearings,6714 Mail Service Center,Raleigh, N.C. 27699-6714. If
dimensions,pattern and longitudinal profile)shall be maintained above and below locations of each � �
4 modifications are made to an original Certification,you have the right to an ad judicatory hearing on the 0 Z
0 10. Written Stormwater at Jan(Final Plan Needed) culvert.Therefore,you must provide plans with adequate details that indicate that the current T U
stability of the stream will be maintained or enhanced.You must receive written approval from this modifications upon written request within sixty(60)days following receipt of the Certification. [unless 0
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Office for the above plans before the culvert(s)s is installed. Culverts must be installed according such demands are made,this Certification shall be final and binding. 0
�- A final,written stormwater inan.ag anent plan(including a signed and notarized Operation and P nC ) ( ) 8 S �—
•�% Maintenstice A ement shall be bm tted to the 401 Oversi t and Pa ittin Unit to approved plans. t� — Q
.� 8 This the 20 day of ember 2007 tJ) �-- Z
(2321 Blvd.,Susie 250, igb,NC,27604)and the stormwoter•snaosigement plans D SION F QUALITY 0 W Z W
U shag be approved in writing by Of im Won the impacts s is this Certification Placement of culverts and other structures in Beaters,streams,and wetlands must be placed below � F—
O occur have then 'on of us' true Pro for ex approval of the elevation of the streombed by one foot for all culverts with a diameter greater than 48 inches, U
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� • You vie option g �li,,evtew gram ped�ed appro and 20 rcent of the culvert diameter for c 4 rhea to allow
O these pleas. If you propose to use +t Express ,i emeanber to include the Pe a diameter less than 8 in Co Teen H. Sullins Cn
appropriate fee with the plan. The c rmw w ma®ageasent plan must include plans, low flow passage of water and aquatic life. Design and placement of culverts and other structures Q � O
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specifications,and worksheets for toirrnwater t facilities that are a for the including temporary erosion control measures shall not be conducted in a manner that may result in 3,,18 W J
E dis uilibrium of wetlands or streambeds or honks,adjacent to or upstream and down stream of the
0 o surface waxer classification and designed to remve at least 95%TSS according to the most � j P
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U recent version of the NC DENR Storm,water Best Management Practices Manual. These facilities above structures.The applicant is required to provide evidence that the equilibrium shall be U)
maintained if requested in writing b y DWQ. CHSicbk;,ijrn
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