20121146 Ver 1_Email copy with paper to follow_20130308

Strickland, Bev
From: Higgins, Karen
Sent: Wednesday, March 13, 2013 10:37 AM
To: Strickland, Bev
Subject: FW: Parkwood SDIP - Response to NCDWQ Comments
Attachments: Response to DWQ Comments.pdf
Bev,
Again, not sure if you've already scanned this, but this is the add -info for 12 -1146.
Thanks -
Karen
Karen Higgins
Wetlands, Buffers, Stormwater - Compliance & Permitting Unit
NCDENR - Division of Water Quality
1650 Mail Service Center, Raleigh, NC 27699 -1650
Phone: [phone]
Email: karen.higgins @ncdenr.gov
Website: http: / /Portal.ncdenr.org /web /wq /swp /ws /webscape
E -mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.
From: Thomas Blackwell [mailto:tomCa)cws- inc.net]
Sent: Friday, March 08, 2013 9:09 AM
To: Higgins, Karen
Cc: Jones, Amanda D SAW
Subject: Parkwood SDIP - Response to NCDWQ Comments
Ms. Higgins,
Please find attached response to your request for more information regarding the Parkwood SDIP project (DWQ
4 12- 1146). Hard copies will be sent out today via fedex. Please let me know if there is any additional
information that you require.
Thanks,
Thomas I Blackwell, PWS
Senior Scientist

Carolina Wetland Services, Inc.
....72cv�vvtae i�vrovvtae !/ooNSvtt'�cvev�2
550 E. Westinghouse Boulevard
Charlotte, NC 28273
Phone: 704 - 527 -1177 x.114
Mobile: 803 - 530 -2688
Fax: 704 - 527 -1133
WWW.CWS- INC.NET

r
JI CWS
" . Garolha eZ[and Services
March 8, 2013
550 E WESTINGHOUSE BLVD.
CHARLOTTE, NC 28273
704 - 527 -1177 (v)
704 - 527 -1133 (fax)
Ms. Karen Higgins
NCDWQ — Wetlands and Storm Water Branch
512 N Salisbury St
9th Floor Archdale Building
Raleigh NC 27603
Subject: Response to Request for Additional Information
Parkwood Storm Drainage Improvement Project
Charlotte, North Carolina
Carolina Wetland Services Project No. 2011 -2877
USACE Action ID. No. SAW- 2012 -01562
DWQ #: 12 -1146
Dear Ms. Higgins:
Thank you for your letter dated February 22, 2013 requesting additional information regarding the
Parkwood Storm Drainage Improvement Project (SDIP). A copy of your letter is attached for your
reference. Your questions /requests have been addressed in the same the order they were presented in
your letter.
1. Provide documentation from an appropriate mitigation bank indicating willingness to
accept your request to purchase 195 linear feet of stream credits.
Charlotte Mecklenburg Storm Water Services will utilize 195 stream mitigation credits from
the City of Charlotte Umbrella Stream and Wetland Mitigation Bank ( "Umbrella Bank "). A
letter of acceptance from the Umbrella Bank is attached.
2. Provide a monitoring plan for the stream enhancement and stream relocation portions of
the project.
A monitoring plan has been prepared for the enhanced and relocated stream reaches.
Monitoring shall consist of Level II Monitoring as required by the USACE and NCDWQ
Stream Mitigation Guidelines for North Carolina. A copy of the Stream Enhancement
Monitoring Plan is attached.
Provide a schedule for the work including measures that will be taken to ensure that all
work in or adjacent to stream waters is conducted so that the flowing stream does not
come in contact with the disturbed area.
All channel work shall be conducted in the dry. Coffer dams and rock check dams shall be
used to create a pump around so as to prevent flowing water from contacting work areas. An
erosion control plan is included in the plan set for the project. Sheet EC -3 of the erosion
control plan gives details of the proposed pump around. Copies of the erosion control plan
sheets are attached.
NORTH CAROLINA . SOUTH CAROLINA
WWW.CWS- INC.NET

Parkwood SDIP March 8, 2013
Additional Infromation CWS Proiect No. 2011 -2877
Please do not hesitate to contact Isaac Hinson at 704 - 336 -4495 or ihinson@ charlottenc.gov should
you have any questions or comments regarding these findings.
IQZ
Isaac J. Hson, PWS
Wetland Specialist
Thomas J. Blackwell, PWS
Senior Scientist
Enclosures: City of Charlotte Umbrella Stream and Wetland Mitigation Banks Acceptance Letter
Stream Enhancement Monitoring Plan
Construction Plan Sheets — Including Erosion Control Plan with Pump Around Details
NCDWQ Request For Additional Information Letter
cc: Ms. Amanda Jones, USACE Asheville Regulatory Field Office

oklisoburg
....... .. ... ........ .
Services =°
February 27, 2013
David Perry
City of Charlotte
Storm Water Services
600 East Fourth Street
Charlotte, NC 28202
Subject Project: Parkwood SDIP
HUC #: 03050103 (Lower Catawba)
600 F. 1 ourth Street
Charlotte, NC: 128202,
Farr 704.336.6586
The purpose of this letter is to notify you that the City of Charlotte Umbrella Stream and Wetland Mitigation Bank
( "Umbrella Bank") is willing to accept the mitigation responsibility associated with the subject project. Please note that the
decision by the Umbrella Bank to accept this responsibility does not ensure acceptance by the U.S. Army Corps of Engineers
or the North Carolina Division of Water Quality. It is the responsibility of the applicant to coordinate with these agencies to
determine if payment to the Umbrella Bank for impacts associated with this project is appropriate.
This acceptance is valid for six months from the date of this letter. The following documents must be submitted to the
Umbrella Bank within this time frame for this acceptance to remain valid:
1. 404 Permit Verification
2. 401 Water Quality Certification
3. Executed Departmental Transfer Invoice (DTI) between Flood Control cost center and the Mitigation Bank
cost center detailing the use of and payment for the credits described in the table below.
Based on the information supplied by your office, the stream and wetland credits that are necessary to satisfy the
compensatory mitigation requirements and the total mitigation credits available for this for this project are detailed in the
table below.
The stream and wetland mitigation will be provided as specified in the Section 404 Permit or corresponding 401 Water
Quality Certification for impacts associated with the subject project in Hydrologic Unit 03050103 of the Lower Catawba
River Basin. The mitigation will be performed in accordance with the Agreement to Establish the City of Charlotte
Umbrella Stream and Wetland Mitigation Bank in Mecklenburg County, North Carolina, dated June, 16, 2004.
If you have any questions or need additional information, please contact me at (704) 432 -0966 or jkarl'cicharloltenc.,y.
Sincerely,
Jarrod J. Karl
Mitigation Administrator
pollution or drainage problems, call: 311
http : /Jstorinwater.charineek.org
Stream
(linear feet)
Wetlands
(acres)
Credits Requested for This Project
195
N/A
Credits Available for This Project
195
N/A
Mitigation Project Name(s)
Dairy and Sedgefield Park Branch
The stream and wetland mitigation will be provided as specified in the Section 404 Permit or corresponding 401 Water
Quality Certification for impacts associated with the subject project in Hydrologic Unit 03050103 of the Lower Catawba
River Basin. The mitigation will be performed in accordance with the Agreement to Establish the City of Charlotte
Umbrella Stream and Wetland Mitigation Bank in Mecklenburg County, North Carolina, dated June, 16, 2004.
If you have any questions or need additional information, please contact me at (704) 432 -0966 or jkarl'cicharloltenc.,y.
Sincerely,
Jarrod J. Karl
Mitigation Administrator
pollution or drainage problems, call: 311
http : /Jstorinwater.charineek.org

Stream Enhancement Monitoring Plan
Parkwood SDIP
Charlotte, North Carolina
CW S Proj ect No. 2011 -3116
March 6, 2013
Prepared by:
�CWS
Carolina Wetland Services, Inc.
550 E. Westinghouse Blvd.
Charlotte, NC 28273
Gregg Antemann, PWS
Thomas Blackwell, PWS

Parkwood SDIP March 6, 2013
Stream Enhancement Monitoring Plan Proiect No. 2013 -3116
Table of Contents
ExecutiveSummary ................................................................................................ ..............................1
MonitoringPlan ...................................................................................................... ..............................4
MonitoringLevel II ............................................................................................. ............................... 4
SuccessCriteria ................................................................................................... ............................... 5
RemedialAction .................................................................................................. ............................... 5
List of Figures
Figure 1 — Site Location Map
Figure 2 — Mitigation Location Map

Parkwood SDIP March 6, 2013
Stream Enhancement Monitoring Plan Project No. 2013 -3116
Executive Summary
The Parkwood Storm Drainage Improvement Project (SDIP) is approximately 117 acres in extent.
The project area encompasses a portion of the Parkwood Neighborhood in Charlotte, North
Carolina. The project is located northeast of East Brookshire Freeway between East 13th and East
15th Streets (Figures 1 and 2, attached). The purpose of the proposed project is to alleviate
flooding caused by an unnamed tributary to Little Sugar Creek that flows through the center of
the project area.
As part of this project approximately 595 linear feet of stream channel will be enhanced and an
additional 215 linear feet of stream channel will be relocated (Figure 2, attached). As requested
by the North Carolina Division of Water Quality ( NCDWQ) a Stream Enhancement Monitoring
Plan has been prepared. Monitoring shall consist of Level II Monitoring as required by USACE
and NCDWQ Stream Mitigation Guidelines for North Carolina ( USACE, 2003).

Parkwood SDIP March 6, 2013
Stream Enhancement Monitoring Plan Proiect No. 2013 -3116
Monitoring Plan
The proposed stream enhancement will be monitored for a period of five years from the
completion of the work as required by USACE and NCDWQ Stream Mitigation Guidelines for
North Carolina ( USACE, 2003). The purpose of this monitoring is to ensure the success of the
proposed mitigation and to enable remedial action to be undertaken in a timely fashion if
necessary. Level II Monitoring will be enacted. This monitoring level includes vegetation
survival monitoring and photo documentation. Channel stability will also be monitored by
utilizing the Bank Erosion Hazard Index (BEHI) method.
Upon completion of the project, as -built documentation of the enhanced stream reaches will be
conducted. The as -built documentation will include the establishment of vegetation monitoring
plots, photo location points, and BEHI analysis of each enhanced reach. The selection of
locations will include areas that may be predisposed for potential problems. Stem counts of
planted vegetation within the monitoring plots will be recorded as a baseline for the plant survival
monitoring. The as -built documentation will include a plan view diagram showing the location of
vegetation monitoring plots and photo location points.
Monitoring Level II
The required monitoring will be performed each year for the 5 year monitoring period and two
bankfull flow events will be documented through the monitoring period. If less than two bankfull
events occur during the first 5 years, monitoring will continue until the second bankfull event is
documented. The bankfull events must occur during separate monitoring years.
Monitoring data collected will include the following:
• reference photos
• plant survival analysis
• BEHI analysis
Yearly data will be collected during the same season. Annual reports will be sent to the USACE
and NCDWQ following the completion of each annual monitoring event. The monitoring events
will be conducted at the same time of year during mid - growing season. The report will include
photographs, vegetation survival counts, BEHI Analysis, and a narrative describing current site
conditions. Photographs will be taken from no fewer than eight established monitoring positions.
4

Parkwood SDIP March 6, 2013
Stream Enhancement Monitoring Plan Project No. 2013 -3116
The exact locations will be determined, marked with a stake, and recorded with a GPS receiver in
the field during the first monitoring event and used in each of the following monitoring events.
Vegetation survival counts will be collected from established plots within each monitored area.
The plot locations will be randomly determined in the office using GIS. The plots for stream
enhancement sites extend from the toe of bank to the furthest edge of the outside planting zone.
The total area of the vegetation sampling plots will equal 5% of the planted area. Within these
vegetation plots, all planted vegetation will be counted, identified to the species level, and
survival rate will be calculated
Success Criteria
As described above, this guidance requires three forms of monitoring to evaluate the success of
the project; photo documentation, ecological function, and channel stability measurements. These
criteria will be used to evaluate success by considering the following data:
Photo documentation
• Bank erosion
• Success of riparian vegetation
• Effectiveness of erosion control measures
• Success of in- stream structures
Ecological Function
• Health and survival of vegetation (80% survival of planted species required after 5 years)
Channel Stability
• There should be insignificant change from the as -built BEHI scores. If changes are
present the changes should represent an increase in stability (e.g. increased root depth and
density). BEHI analysis will be used to assess channel stability.
Remedial Action
If the success criteria are not met remedial action will be taken to ensure that any instability is
corrected.
5

EROSION AND SEDIVENTAT,ON CON TOOL NOTES,
AL I'Pr (' 71,1 FTT AL RF IN ACCOR)ANOF Al: H ftiE
3U I I I N I S, S 1 AN1) ARDS AN IC J HE SI A II- OF
NORTH .CAROLINA AS SET :N THE 'EROSION AND
SFDI I N I CON IR01 ':ANN:NG ANT, DFS.IGN h ANUA "
l 'HE C NIRACIOR S'HAI. H. RES'ONS:BL. OR HI P?OPER
KSIA : ATION, MAIN I -N ANC- AN _ MOV L O ALL UNION
1 O P,
AS �CNT L VI�AS,RWn ,_ DESIGNATED �N 1W L SANS.
3. CONTROL PLANS EROSION`. CO`vTROL
MEAS, S FOR TlEE ENTIRE -ROJ THESE DEVICES SHALL
3E P ACED IN FAOCORDANCE WIT- T HE CONSTRUCTION
SCHEDU z_ OU H NE`) HEREIN AS ,ACIU =.L CONSIRU FCN WITHIN
HT._ I WORK AS TA F(GR E, LS. PEE h l c I E :C (.ON , - RO:,_
AN S FAIR DF IAII D SFQ_FNCF OF
4. THE ROSION CONTROL V ASURES SPECIFIED ON THESE PLANS
ARE N CN DED TO REPRESENT HIT VINIM CJ RE,JIREM NTS FOR
PHIS PPOJ -CT. ADDITIONAL `EMRDRARY MEASURES ANDEAN
TJC TDFJT OF TlFOST SHOWN CRY 9F- RFQU F -D AS FFLD
;:N[I11 )NS D I I 1FES- MAY INCLUDE, B:L NO HE
MITED 0: D V ,ION`. U hUPO,A .Y PIP hJr, ADDI I„FA_
SEDIMENT FENCE ANDjCP INCIDENTALL STONE.
5. THE CONTRACTOR IS ADVISED TO, EX RC.:SL ;6E DI_IGENCE AND
CARE N . AOE °VI _R. 1 OF E R, 5 ,:N CON ROW,_ A .A,: NT -0
AND/OR AFF'=CING PRIVATE PROPERTY. vEASURES SHALL BE
?LACE J TO PERMIT DRIVEWAY ACCESS AND TO P _O [v'E
E'DE S < AN SAF ETY AT ALL TLVES.
E. DJRINC CONST RUCTION, THE CONTRACTOR SHALT_ MAKE EVERY
=FORE 0 DIRT C1 AND /FOP ✓i R f PO II N TAE
�l DlMi \ 1 ,l E IJ �NJ 1 � IJN ., )h 1 CL � bL LS IN
AC. AS I AND DIS I_R,3 N. AC1 V Y PR0r'1 I )S.
7. EROSION CONTROL MEAS RES SHALL BE N =EKLY
AND AFTER RAINFALL EVENTS. SEC MENT SHE: E BE
SISICALLY NFMOVED AND PROPERLY DI S, O ,ID OF AS
��QL IR D DEV S SHr L BE MAIN ATNFD AND /"CR REPLACED
AS N A SSAINY TO N .0 N "HA I HEY O RM AS
NT'ENDED.
8. EROSION CONTROL A1_AN SHEETS ARE INTENDED FOR THE
MPLEM NT.ATICN OF EROS :ON CON -FRO: MEASURES ONLY
REFER TO ROADWAY PLANS FOR AC -UAL DETAILS Cr ROADWAY
,GSA T RU: :ION.
9 WREFAHRICAI� D Sh I FEN, IS NOT AC(­ AC ON -:S
PRO . ST POST S ODUD HE USED INS'EAD OF
✓OODEN POSTS, BURIED CR DRIVEN TO A DEPTH OF DNO rEFT
:N T1 E RO-ND.
FRO FCT DESCR 'TION
H a rl,H Ci, LOCA E D IN �H! __0 _ NORTH OAROJNA, CONS STS
01 STORM DSAINAG. IM PR07. U. NTS W TIN PLE OD[IM:ST PACK
AND 5 : MON' N ICI 30 t 10005.
THESE VPP,OVEMEN S NC:__DE GRAD N , DRAINAGE, PAVING, NEW
CONCRETE CHAIR AND CUTTER NEW S WALK, i LLVENT
CONSTRuCTON, CHANNEL _ON., Y:_. N AND FRS, SANITTARY
SEWER RE OC., ION, WATER IINE REI OCATCN, ERO�JION „CJNTROE,
AND TRAFPC CONTRA AND DI'IURBI G ACIIV1FS REI ED 10
TI S OJ NCI A GR. � NG OR W PAVI MI NT, 1 S
AND :TORN DI:ATN:A:, -.
SII� JI- SCDIPTON
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`ROV IWO EN "IRCITN I L PRC'P'SED v l'F J'_\ EN U
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ENr,O_N -FRED INCUJW_ -OPSOL AND ROD TMAI. f LL VAIJ IALS
BELOW TIE S_,RFICIAL MA ERAS GENERA: LY CONSISTED OF SANDY
SILT S L iY SAND AND GRAVEL. WI IICH GENERAL Y CLASS FY AS MI__
SiV AND GM RESIDUA_ SOILS ENCOUNTERED CONSISTED O SANDY
,'LT AND _I Tf c„tiN WHICH IH A� ML AND �V. P R IALLv
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RANRN� '-ROM 9.8 FEE: TO 21.4 F -- 'ROM :-L GROUND
SJREACT,
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:EE I AND DI .I,.RBIRC A C1 VI1 E S ' OJ ]HE r i N 1RU LO ' [PIS
PRO ECI A -& I;; "A ACE N I--RILL lHASTS. SOME X "ING
SVLVENT LL B'�= �L A NED WI II RESUIRf -ACIKG AND WEDGING.
Al: _SING AT GENERALLY TAKE PLACE ON BO` SDES C THE
EX NC RC 'iAY (AL IlJ_G11 NOT CONCURRENTLY WITHIN THE
SAME AREA) DENUDED AREAS BALL AV RAGP 1 N 10 E GHIY FEET
IN 1r1D11.
OVERLAY AND WIDI TNI NG WI: TAKE PLACE ON T ER SIDE AS
\ACATED. A: SLOES WI; : VARY - W­ N 2:1 TO 4: 1 AND
RANGE BETWEEN 2 TO V FEE I IE IGHT.
EROSION CON 40L Al ASURFS OR TAI., O. EC, .AR _ VOIiFRA T,
CO -'11S ING GTNDRA Y OF SI ENCE 13 OCA1TD AI ONG T HE
[OF 0' 'l',_ ONES AND NI_ rROTEC,[ION FOR (RAPPING
SL. ULN " A ..A 13AS N HOIN'S.
THE S _CIFI M .ASLR USED N THIS PROJECT AN-- DEMOTED ON
T E PLANS
AND B� CF Y �a rIZ�D AS FOLLOWS:
S.
V ORA ° SILT FENCE PRACTICE x.62 FROM ITHE NCDENR
V PU . SEDIMENT.,CONTFROI _ OR SI FEND., S HALL 5- PLACED
AI0`' G I--E I All OE I:- I SI OWES, DOWN GRA>ENT CE U TI: IIY
OR STORM DRAINAGE r XCAVATIOiNS, AND IN „PFCIFIC
CS 0 N Q, AS IN h GA 0 O PEA R S. 1 T T 'I I EN, I V LL
IP TO K.. P S. JIV. N T 1 ROM CIRAD. � SI SHEA .;ON 1RAI N ED
10)IFLIHd THE PROJECT AREA. PLACEMENT OF SI FEN IS
�STRICTED TO A E E T F u ,,'v SOU DRAINAGE AS A A NOT
XCEE ; fRO '%n
AC E.°. 100 FEET OF FENCE.
2 =IONS IN I "W O C JON ?A.0 „L E.�2 1 <'OV L NCDENN
V"AtiU THIS TYPE LE N CT RFo rOTIO v ^BI BE OTILI ED
TC PREVENT T117 INA'_ES OF SEDIMENT INTO THE STTORV
SEWER SYSTEM AND PERM :T THE OPERATION OF PROPOSED
EWER SYSTEM TO HERMAN NT STABILIZA -ON OF THE GRADED
,,IT IS A ='� TED FDA DRAINAGE . i SS
, CTC
X ; z N ONE ACRE IN SIZE. DU' 10 [HE I OCA T TONS,
SE N S A IF REAL I Y ,CCE_I., B F FOR ' :MFNT
RLVOVAI_ AND \CAIN `NANCL_. :PIS MF-ASURL WI : H 9 r A'pl _D
3A S RUC RJRI S AS SF OWN ON 11 li ROS O A CAN TROL
AN S.
CONS .C;ION SEQJEN',
nW AN PISA. A'pROvAI AN' Al 01 HER „ = p: C ' RVIIS AS
RI C.,INED.
2 1 OLD PRECCNETRUCTION CONFERENCE AS DIRECTED PRIOR TO
BEGINNING CONSTRUCTION.
3. LAND DIST RBINC ACT r T'ES ONSIS` OF -ONS T'ON OF URB
CONS r
ANC AL f �F, .> f,Lvl+u:, I AV yiFN , C,1 V 3 F (7_.�,RJC I,�,R AND
CU R 1 CONS SUCI c NC[ a) NG
ROADWAY AND RAINA (,E IV,,ROVLVENIS NEAR .U�.�.
CON I RUCI10N, 'R, EI V,L1 u E 0' J 1 L OU,J.
DU R NS OTHER AREAS OF CONSTRUCTION, RAFFTC IS SHIFTED
USING THE W.AT.C.1I AGRAVS AND NCDIOT ROADWAY SIFANDARD
DR AN: N 01 S. HNAL y :RK WII_ CONSIST OF PLAC. VEN OF FINAL
PAVEMENT FT, PAJOVEN MARK NC, ETC.
HL LE ;SON CON 7RO: VFASIIRES 70 BE IV) FMF_N ED ARE AS
& Cw. .
PL C_ SL "J °✓LN h CON I t'JL F CL A CDC E E' ,CPJSLD I OIL OF
FIL AT THE LOCATONS INDI A -D 'IN PLANS.
2. PLACE TNI_ T ROTE, ION UEASJRES AS SOON AS EACH ST1RUCTURE
IS CONSTRU^TED TO PREVENT FOMENT INGRESS, TEM °ORARILY
DITCH OR DIVERT R JNOFF TO PROTECT D LOCA �IrNS UNT :I ATL
ALAS JRES A. ' 'N ACE.
S FD Al NU) J AREAS _S IN ACCORDANCE ORD! NC E WI H F ✓ NF3
I DUI E. 1I MPORA,Y F MUST l- „CE D ON
EXPOSE:) SL PS W T IN 13 WORKING DAYS OR 3U CALENDAR DAYS
'W ,CHEVER IS SHORTER) FCLLCiVING CCMP ETON OF ANY PHASE
l J
0 CPA -:`C: MAN T a U - OV R MUST BE ACED ON AI_L
DI T ,RRFD AR ! 'r T 1 RK' :NG Y OR PC CAI FNT)A R
DAYS (W�EIC L`✓ 2 SI I.: < E 0: : GOING C01 L ON 01-
CCNSTRUCTICN OR dELOF'MFNT.
4. REMOVE DEVICES AFTER THE
PROJECT HAS BEEN PERMANENT I ATARI: IZED
INSLC R) SIGN CONIROI DEVICES V ; RLY AND F I I ING rINFAEL
A NT RI MO JI 11 1 AND S 0:V1 N' RIODIC'ALLv A'S -QU R D TO
N _P Tl VI­r _.J 1 1NICHONING AS IN NDF_D.
rON STABI ZATOT. REMOVE ALL TEMPORARY MLA ES AND
ERMAN X _Y BEER AS REQ,RED
MA:NT =NANCE PLAN
. CHECK AI_L EROSION CONTRCL tEASURES WEEKLY AND AFTER EACH
RA NFALI_.
2. REMOVE SEDIMENT FROM BETTOR SEDIMENT FENCE TIAIIHEN THE
ASCU IJI AI ; VAIPRINI IS C.,J FEE- J P, BE SF AND /OR
REPLACE_ `r NCE AS REQ_IRED HIE0_:G JUT CCNSTS CTION.
3 HARDWARE CLOTH AND ARAVELIN E- [D- OT -TON ?RACTICE
6.51 FROM THE NCDENR MANUAL. HARDWARE CLOTH AND 3. SEES NEWLY CRADED .AREAS AS EARLY AS POSSBI_E. RESEED, AS
GRAVE_ INLET PROTECT1_:N WALL BE USED TO PREVENT NECESSARY, ANY REMAINING OR NEWLY DISTURBED AREAS AS WORK
E V N H _; c
l Rh1 SLWER SYAT 1 f RGR PROGRESSES TROUG Cu, T CONSTRUCTLON PERIOD.
S;AH IZAHO ACEM OF HAODWAR C1,31H AND
GRAVE. IN. ET PRO L ::ON S DI 1 TO DRAIHAGE AREAS
No� EXCLEDINi ONE ACRE "HIS MEASURE W LL 8' APPI IF_ D
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1 OVEN FiTER YLBRO BE USED W RE SI I F N I iO PERMS OR A 4 ERIOL OF
MCIF FUNAI O L 1
AN LY Ef'R A-i. FOLLOW RF v1FNDA'ION OF SOI T STS OR r 2,000 .YACRE GROUND AG31Cll URA IN`FSTCNFF
l 111, ICI IS SHALL SIT S 11 W , I F, C LET ANC R OF TH SELF - FA •M1•R ANG_L STF:
'YPf
LAAMTA,Fl NOTES
3 TURN FENCE U1 ELOF7 AT ENDS
1, FLUTEI 3A -ER FILL AF'
_ INS E L �� DH F NP WL Y H V( S 3 F Y
T OR.AF. FF Y FEN( S RI 2L(RED SACK OF 5 FNCF WHEN I'NG I
DR F R ENT (MME VALE Y AFTER EACF PAT, k k D AT LFA 1Al DL JNG
PROLONGED 1ANCHI, RANCH ANY REPAIX JF C D SHAII WE UA1F d- )IA'FL.
AMAC \ J SWIM Hl FFRS S —AM. OR NE TANS SRITHIR TO SWIM UJIFFIR
'-"'IF VCS) HE OTHER ( PANG- IS RESERVED FOR V AL DENTCCA ION OF
2, IOU _D THE FA2f C -0M C E 4 PECOME NECIECTEF PI AR TO THE END
ENV40NMCNTALHY SENSTIFV .AREAS,
OF {E IFEliTCC USABLE LIFE AND T4',E DARRIC4 T L IS N_C_SSArc HE
EA3RIA SHpJ1 BE REPLACED PRGIMPTLY.
ERA J AREA CAN N r BE C-:ATFR FHAN 14 ACRE PER 100 F OF .F.NCE.
I
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GICNITIAL NOTES:
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Norte
Pat McCrory
Governor
Charlotte-Mecklenburg fiorm Water Services
Attn. Isaac Hinson
600 East Fourth Street
Charlotte, NC 2 202
REQUEST ADDITIONAL INFORMATION
Parkwood Storm Drainage Improvement Project
x
rr
John E, =. kv rl , III
Secretary
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NoilhCarolina
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File name: 121146CMSWS' ark ood tormDr era improvements (Mecklenburg )_4fl1yC _Hold.docx