20201662 Ver 1_Meeting Request Review_20201102

ID#* 20201662 Version* 1
Regional Office* Raleigh Regional Office - [phone]
Reviewer List* Stephanie Goss
Pre -Filing Meeting Request submitted 11/2/2020
Contact Name * Scott J. Frederick
Contact Email Address* [e-mail]
Project Name* Novozymes, N.A. PWW Direct Discharge Outfall
Project Owner* Novozymes, N.A.
Project County* Franklin
Owner Address: Street Address
PO Box 576
Address Line 2
77 Perry Chapel Church Road
City
State / Province / Fegion
Franklinton
NC
Postal / Zip Code
Country
27525
USA
Is this a transportation project? * r Yes r No
Type(s) of approval sought from the DWR:
W 401 Water Quality Certification - F- 401 Water Quality Certification -
Regular Express
r- Individual Permit F- Modification
r- Shoreline Stabilization
Does this project have an existing project ID#?*
r Yes r No
Please list all existing project ID's associated with this projects.*
NC0089621
Do you know the name of the staff member you would like to request a meeting with?
Please give a brief project description below.*

The proposed utility line project and corresponding NPDES permit allows
for a direct discharge to Cedar Creek for the Novozymes, N.A. permit
(NC0089621). An impact map showing anticipated Tar -Pamlico buffer and
jurisdictional wetland impacts is provided along with supporting
USGS/USDA-NRCS Figures.
Please give a couple of dates you are available for a meeting.
12/2/2020
12/8/2020
12/15/2020
Please attach the documentation you would like to have the meeting about.
FTC98B30003_U502986_NEW.pdf 707.14KB
Figure 1_USGS_2019_Franklinton.pdf 1.75MB
Figure 2—USDA NRCS_2004_Novozymes.pdf 2.19MB
pdf only
By digitally signing below, I certify that I have read and understood that per the Federal Clean Water Act Section
401 Certification Rule the following statements:
• This form completes the requirement of the Pre -Filing Meeting Request in the Clean Water Act Section 401 Certification
Rule.
• I understand by signing this form that I cannot submit my application until 30 calendar days after this pre -filing
meeting request.
• I also understand that DWR is not required to respond or grant the meeting request.
Your project's thirty -day clock started upon receipt of this application. You will receive notification regarding meeting location
and time if a meeting is necessary. You will receive notification when the thirty -day clock has expired, and you can submit an
application.
Signature
Submittal Date 11/2/2020
Reviewer Meeting Request Decision
Has a meeting been scheduled?* r Yes r No

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SILT FENCE TO BEREMOVED ONCE SITE ISSTABILIZED (TYP)E 2179900E 2180200E 2180100E 2180000N 847500N 847400N 847300N 847200N 847100N 847000
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N 845900E 2180300E 2180400E 2180500E 2180600E 2180000E 2180100E 2180200E 2180400E 2180300E 2180500N 847500E 2179900E 2179800E 2180600OUTFALLSTRUCTUREN 846156.17E 2180395.5316" HDPE PROCESS WASTE WATERLINE, TYP (SEE NOTE 3)LIMITS OFDISTURBANCE (TYP)EX 8" PVC IRRIGATIONLINE (TYP)CONTRACTOR TO RESTOREROAD TO PRE EXISTINGCONDITION AFTERINSTALLATION OF PROCESSWASTE WATER LINEEND OF 2" HDPEINV: 250.62N 846126.18E 2180368.81EX 30" RCP~CEDAR CREEK~E 21798002" HDPE OUTFALLSTRUCTUREDRAIN PIPE6" D50 RIPRAP (18" THICK)OUTLET PROTECTIONCONTRACTOR TO RESTORE GRADES TOPRE EXISTING CONDITION AND MAINTAINPOSITIVE DRAINAGE AFTER INSTALLATIONOF UNDERGROUND PROCESS WASTEWATER GRAVITY LINE (TYP)N 846800
100-YRFLOODPLAIN (TYP)100-YRFLOODPLAIN (TYP)100-YRFLOODPLAIN (TYP)EX WETLANDEX WETLANDEX TOP OF BANKEX WATER SURFACEEX TOP OF BANKEX WATER SURFACE50' BUFFER50-FT BUFFER FROM TOP OF BANK50-FT BUFFER FROMTOP OF BANKSTAKED SEDIMENT TUBE TO BE REMOVEDONCE SITE IS STABILIZED (TYP)DOUBLE ROW SILT FENCE TO BEREMOVED ONCE SITE IS STABILIZED (TYP)STAKED SEDIMENT TUBE TO BEREMOVED ONCE SITE ISSTABILIZED (TYP)240250260270280240250260270280137+23138+00139+00140+00141+00142+00143+00144+00145+00146+00147+00148+00149+00150+00151+00152+00153+00154+00PROCESS WASTE WATER LINE PROFILE ST 137+23 TO 154+00-H: 1" = 50'V: 1" = 5'I3' MIN COVER (SEE NOTE 3) (TYP)2.39% SLOPE0.00% SLOPE-9.04% SLOPEEX GRADE (TYP)16" HDPE PROCESSWASTE WATER LINE,TYP (SEE NOTE 3)AVERAGE1.00% SLOPEOUTFALLSTRUCTUREOUTFALL STRUCTUREDRAIN PIPE -1.8% SLOPEEX IRRIGATION LINEEX GRAVEL ROADLOW POINTDRAINEX 30"CULVERT1.57% SLOPE-1.20% SLOPE-2.39% SLOPE51.41% SLOPE-29.35% SLOPE2" STUB UP(AIR RELEASEVALVE)LOW POINTDRAIN45° VERTICALBEND45° VERTICALBEND45° VERTICALBEND0.00% SLOPEFLEXIBLE VERTICALBEND UNO, TYP45° VERTICALBEND6" WEIR (TYPALL SIDES)WORK SAFELYCOPYRIGHT © 2020NOT FORCONSTRUCTIONPLANPROFILENOTES:1.ALL REQUIRED PERMITTING FOR THE SITE SHALL BE IN PLACEPRIOR TO THE START OF ANY LAND DISTURBANCE ACTIVITIES.PERMITTING AS REQUIRED BY THE STATE OF NORTH CAROLINAAND FRANKLIN COUNTY FOR STORM WATER, RIGHT-OF-WAYENCROACHMENT, JURISDICTIONAL FRESHWATER WETLAND,AND GENERAL CONSTRUCTION SHALL BE OBTAINED BY THEOWNER AND/OR CONTRACTOR PRIOR TO THE START OFCONSTRUCTION. ALL PERMIT CONDITIONS SHALL BE ADHEREDTO, AND ANY PERMIT CONDITIONS RESULTING IN AMODIFICATION TO AND/OR CONFLICT WITH THE CONSTRUCTIONDOCUMENTS SHALL BE RESOLVED WITH ENGINEER PRIOR TOSTART OF CONSTRUCTION.2.ALL EXISTING PIPES MATERIAL, LOCATION, SIZE, ANDELEVATION SHALL BE FIELD VERIFIED. NOTIFY ENGINEER IFINFORMATION IS DIFFERENT FROM WHAT IS SHOWN IN THEDRAWING.3.PROCESS WASTE WATER LINE SHALL BE BURIED WITH MINIMUM3' OF COVER. CONTRACTOR MAY FIELD ROUTE PROCESSWASTE WATER LINE AS REQUIRED AND WITH PRIOR APPROVALFROM THE ENGINEER TO AVOID ANY EXISTING UNDERGROUNDUTILITIES THAT ARE NOT SHOWN HEREIN.*THE LIMITS OF DISTURBANCE IS SHOWN TO HAVE CONSTRUCTIONFLEXIBILITY DUE TO INTERFERENCES AND CONSTRAINTS THATMAY BE ENCOUNTERED IN THE FIELD DURING THE INSTALLATIONOF THE UNDERGROUND PIPE AND OTHER PROPOSED ITEMS.CONTRACTOR SHALL KEEP THE LIMITS OF DISTURBANCE ASMINIMAL AS POSSIBLE IN ORDER TO SAFELY AND EFFECTIVELYCOMPLETE THE INSTALLATION OF THE UNDERGROUND PIPE ANDOTHER PROPOSED ITEMS.(DOING BUSINESS AS AMEC NORTH CAROLINA, INC.)1979 LAKESIDE PARKWAY, SUITE 400, TUCKER, GA 30084 [phone]LOCATION MAPAPPROX 1" = 700'CASCADEAERATION BASINOUTFALLCEDAR CREEKHIGHWAY 56APPROXIMATEPIPELINE ROUTE (TYP)TO EXISTINGPLANTCREEKCROSSING ATEXISTINGCULVERTLOCATIONSEE PLAN VIEWFOR IMPACTSEXISTINGCREEKBUFFER IMPACTAREAHATCH PATTERNAREA (SQ FT)A1602WETLAND IMPACTAREAHATCH PATTERNAREA (SQ FT)1900
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