20021157 Ver 4_Pre-Filing Meeting Request_20210213

ID#* 20021157 Version* 4
Regional Office* Washington Regional Office - [phone]
Reviewer List* Robert Tankard
Pre -Filing Meeting Request submitted 2/13/2021
Contact Name *
Contact Email Address*
Project Name*
Project Owner*
Project County*
Owner Address:
Brian Rubino
[e-mail]
Lot 66 Beachside Extension
Sarah and Christopher Folliard
Hyde
Street Address
7751 Cheathams Rd.
Address Line 2
aty
Amelia Courthouse
Rbstal / Zip Code
23002
Is this a transportation project?* r Yes r No
State / Frovince / Region
VA
Country
USA
Type(s) of approval sought from the DWR:
W 401 Water Quality Certification - F 401 Water Quality Certification -
Regular Express
r- Individual Permit r- 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.*
401 Cert 02-1157
Do you know the name of the staff member you would like to request a meeting with?
Chris Pullinger
Please give a brief project description below.*

Chris,
This is a lot that had a prior 401 cert in 2006 for the previous owner.
Authorized 404 fill impacts for this lot at that time were 0.05 acres of
404 wetlands. The prior owner performed the permitted fill (but did
not build) after fulfilling mitigation requirements through NCEEP
(currently NCDMS). The 401 approval for this project included Lots
66 and 58 (both owned by Ann Warner at the time). Total permitted
fill was 0.09 acres in 2006 (0.05 acres for Lot 66 and 0.04 acres for
Lot 58). This also received a Nationwide 18 Permit.
Now, the owners of Lot 66 are Sarah and Chris Folliard. They would
like to build a residential home that has been designed, and in order
to do this, they propose to fill and additional 400 sq.ft. (.009 ac) of
404 wetlands as shown on the attached plan. I have been in
communication with Billy Standridge, USACE about this current
request. This is not a waterfront property and constitutes less than
0.1 ac of wetlands total (past and current permit request combined). I
believe this to be notification to DWR only, but am available to meet if
necessary.
Thanks,
Brian Rubino
Please give a couple of dates you are available for a meeting.
2/25/2021
2/15/2021
Please attach the documentation you would like to have the meeting about.
hines-pamlico point -lot 66-rev prelim-01 -31 - 625.09KB
21.pdf
USGS_OCRACOKE.pdf 1.14MB
NRCS_Soi I_Ma p. pdf 320.16KB
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 2/13/2021

PAMLICO SOUND
SILVER
LAKE
WEST END
ROAD
VICINITY MAP
OCRACOKE ISLAND
PAMLICO SOUND
CENTRAL DRIVE
N.C. HWY. 12�
IRVIN GARRISH HIGHWAY
SITE DEVELOPMENT NOTES
1. Subject Property:
Lot 66, Pamlico Point Beachside Extension
Ocracoke Island, Hyde County, North Carolina
Street Address: (not assigned) Lake Drive, Ocracoke, NC
Recorded: P.C. A SL. 69132 Hyde Co. Register of Deeds
PIN 9500-67-1939
2. Zoning: Article VIII — Ocracoke Development
3. Lot Area = 6,750 SQ. FT. (0.15 acres)
4. FEMA Data:
Hyde County CID 370133
Panel 9500 Suffix K
Map Number 3720950000K
Effective Date : 6/18/2020
Vertical Datum NAVD 1988
FIRM Zone AE (4') + 1 freeboard = 5'
1' Freeboard Required by Hyde County Ordinance Chapter 20
Reference Level is top of lowest floor
Flood Zones subject to change by FEMA
5. Area computed by coordinates
Elevations referenced to NAVD 1988 Vertical Datum
6. Building Setbacks (per Hyde Zoning X Chapter 36)
Hyde County Chop ter 36, Article Vlll)
Minimum Front Setback: 8'
Minimum Side Setback: 8'
Minimum Rear Setback: 8'
7. Lot Coverage Calculation:
Total Lot Area = 6,750 sq. ft.
Proposed Lot Coverage Summary:
Building and Decks = 1,661 sq. ft.
Concrete drive and parking = 740 sq. ft.
HVAC Stand = 30 sq. ft.
Total coverage = 2,431 sq. ft. (36.0%)
Maximum coverage = 50% of lot area
Maximum coverage = 3,375 sq. ft.
TREATMENT STANDARD PROPOSED — TS-1
(TERTIARY TREATMENT WITHOUT NITROGEN REDUCTION)
TREATMENT SYSTEM PROPOSED — Puraflo PEAT BIOFILTER SYSTEM
INNOVATIVE APPROVAL NO. IWWS-98-1—R3
IMPORTANT NOTICE TO OWNER FROM INNOVATIVE APPROVAL -
The Puraflo Peat Biofilter is a pre—engineered proprietary treatment system.
The containment modules are made of pre —assembled, UV —protected
polyethylene material, with approximate dimensions of 7.08 feet long by
4.58 feet wide by 2.5 feet deep. The modules are fitted with UV —protected,
removable polyethylene lids, which contain ventilation and drain holes. Each
module in the system is installed at the exact same elevation, with
effluent flow uniformly split between the separate modules.
The fibrous peat treatment media is residues of Eriophorum (Cotton Grass)
plants, extracted from raised bog peats (other natural residues and peat
fines are also present).
The estimated life of the peat media Is currently 15 years. The media may
need to be replaced, in part or in full, In order to maintain specified
treatment standards (see note below)
TREATMENT PERFORMANCE STANDARDS (TS-1): Tertiary treatment without
nitrogen reduction.
The Puraflo Peat Biofilter shall be designed, installed and operated to
meet the following standards:
1. Biochemical Oxygen Demand, 5—day (BOD5) < 15 mg/L
2. Total Suspended Solids (TSS) < 15 mg/L
3. Ammonium —nitrogen (NH4—N) <10 mg/L
4. Fecal coliform bacteria densities < 10,000 colonies/100 ml (MPN)
Standards are arithmetic means, except fecal coliforms is a geometric mean.
System classification, management and inspection shall be in accordance with
Rule .1961. Puraflo Peat Biofilters shall be classified at a minimum as a Type
Va system according to Table V(a) of Rule .1961(b).
System Inspections: Both the local health department and the
operator —in —Responsible Charge (ORC) must conduct monitoring inspections of
Puraflo Peat Biofilter Systems at a minimum frequency as specified in Table V
of Rule .1961(b) and the Operation Permit.
THIS SYSTEM REQUIRES REGULAR INSPECTIONS BY THE DARE COUNTY HEALTH
DEPARTMENT AND THE OPERATOR —IN RESPONSIBLE CHARGE ORC . THE OWNER IS
REQUIRED TO CONTRACT WITH A QUALIFIED ORC AND WILL B RESPONSIBLE FOR
FEES ASSOCIATED WITH THE CONTRACT AS WELL AS FEES ASSOCIATED WITH
ROUTINE WASTEWATER SAMPLING AND TESTING. THE DARE COUNTY HEALTH
DEPARTMENT ALSO CHARGES YEARLY INSPECTION FEES.
IN ADDITION THE OWNER SHOULD BE AWARE THAT THE TREATMENT MEDIA HAS A
LIMITED LIFESPAN AND MUST BE REPLACED AS NEEDED TO MAINTAIN THE SPECIFIED
TREATMENT STANDARDS.
DISCUSSIONS WITH SEVERAL LOCAL OPERATORS AND INSPECTORS INDICATE
THE LIFE SPAN OF THE PEAT IS SUBSTANTIALLY LESS THAN THE 15 YEARS
NOTED IN THE INNOVATIVE APPROVAL. THIS APPEARS PARTICULARLY IN SEASONAL
RENTAL PROPER77ES WHERE THE ACTUAL FLOW EXCEEDS THE DESIGN FLOW DUE TO
OCCUPANCY LEVELS EXCEEDING THE DESIGN STANDARD OF TWO PERSONS PER BEDROOM.
77-IE PROPERTY OWNER IS ADVISED TO S7RIC7LY ENFORCE OCCUPANCY STANDARDS
ESPECIALLY IF THIS PROPERTY IS USED AS A VACA77ON RENTAL.
/
/
/
/
/
/
/
LAKE DRIVE D
SITE Cn
PROPOSED CONCRETE
/ DRIVEWAY 6" THICK, 4,000 PSI)
/ 4 PROPOSED PARKING SPACES
\ / 10'x 20' EACH \
\ � w
3t,�w
PUMP,SANK n
"E61DGE C6ApED �
SEPTIC TANK `
BRIDGE LOADED_
4" SON 80 AT 1%\
PROPOSED
/ LOT 64 / M FILLED ELEVATIONS\
PAMLICO POINT
/ P.C. A SL. 6962 / i 5.0'
4.0'
3.0'
/ PROPOSED RESIDENTIAL DWELLING �
/ TWO STORY FRAME— 4 BEDROOM ;N
/ AVERAGE GROUND ELEVATION — 2.0' +/—
/ FILL BUILDING PAD 36" TO 5.0'
PROPOSED LOWEST FLOOR ELEV. = tbd' +/—
/ / LOT 65
PAMLICO POINT
\ / / P.C. A SL. 6962
\ / PROPOSED RETAINING WALL
\ / TOP OF WALL VARIES 5.0' TO 2.0'996' i
\ EXISTING ACOE WETLAND LINE
\ / i
/
/
/
/
/
/
/
/
/
/
/
/
\OAOWq Y
/
/
/
/
LOT 76 /
PAMLICO POINT /
P.C. A SL. 69B2
/
/
/ LO
/ PAMLI
P.C. A
/
/
/
/
/
/
/
CONTROL PANEL \`I 'I`
AND VENT \
2" SCH 80 PVC \
; FORCE MAIN
FENCE REQUIRED
`POST/ROPE MIN.
ELECTRIC
RON ROD
o '?o• 8' FRONT SETB
o• i / '�' ,�•W
EDGE OF GR4`VEL BED
PURAFLO POO (TYPICAL)
Ak
AIL AIL
AL
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T
/
77 /
CO POINT /
SL. 69B2 /
/
/
/
/
/
/
/
/ AL AL
AIL AL
aFck
�,00, i ,
4 REQUIRED i /
3.0, \
/'
4 0' PROPOSED WASTEWATER ACTIVE AND REPAIR SYST\
c
9 RFFN
��
50•
RURAFLO PEAT BIOFILTER SYSTEM — TYPE A
PQ poRCN
SYSTEM
WTS 98-1—R3
'
//INNOVATIVE
TREATMENTSTANDA D1
2' SECOND FLOOR CAN/.
DESIGN FLOW = 480 GPD (4 BEDROOMS)
4 PODS REQUIRED (1 PER BEDROOM)
LOADING RATE = 1.0 GPD/ SQ. FT. \\\
PROPOSED i
GRAVEL BED AREA = Q/LTAR = 480 SQ. FT.
%o
i;
FILLED ELEVATIONS
USE 25% BED REDUCTION <�
8' SIDE SETBACK
REQUIRED GRAVEL BED AREA — 360 SQ. FT. /
i;99j6•;'
i
REQUIRED GRAVEL BED PROVIDED = 360 SQ. FT.
4
HVAC STAND '17
3' 10'
�
5. •
SUBJECT PROPERTY
\ LOT 66
PAMLICO POINT
\ \ P.C. A SL. 6982
LOT 56
PAMLICO POINT
1
/ 1
= AL
`' AL
a RFC•,lalk
AL AL
EXISI ING
TROD
P.C. A SL. 6982
/ IRON
AL
/
EXISTING ACOE WETLAND LINE
/
LOT 57
/ PAMLICO POINT
/ P.C. A SL. 69B2
2
/
LOT 58
/
/
PAMLICO POINT
/
P.C. A SL. 69B2
/
/
/
/
/
/
/
/
/
/
/
j/
PAMLICO POINT
P.C. A SL. 69132
/
/ •-1�'.—.—.—.—.—.—.—.—.—
�
/
DDITIONAL FILL REQUIRED
i
AREA = 400 sq. ft.
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/
LOT 68
/
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/
PAMLICO POINT
/
P.C. A SL. 6962
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A
AILEXIS
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/ SUBJECT
AL /
/
PROPERTY
PAMLICO POINT
LL
P.C. A SL. 6962
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AL
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AL
ALLOT
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AL
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PAMLICO
/
P.C. A SL. 69B2
/
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/
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\ AL
LOT
\ PAML COOPOINT
AL
/ P.C. A SL. 6962
/
GRAPHIC
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DATE:
SCALE:
01-31-21
1 "=20
DRAWN:
APPROVED:
MWR
MWR
SHEET:
1
3
of
CAD FILE:
point—
lot 53
rROJhines—pamlico
ECT NO:
30416

SITE
Copyright (C) 2009 MyTopo
075° 59' 00.00" W
075° 59' 00.00" W
075° 58' 00.00" W
075° 58' 00.00" W
075° 57' 00.00" W
075° 57' 00.00" W035° 08' 00.00" N035° 08' 00.00" N035° 07' 00.00" N035° 07' 00.00" N035° 06' 00.00" N035° 06' 00.00" N035° 05' 00.00" N035° 05' 00.00" NSCALE 1:24000
0 1 MILE
0 1000 YARDS
0 1 KILOMETER
Declination
MN 10.43° W

MN
Location: 035° 06' 28.17" N 075° 58' 11.31" WName: OCRACOKE
Date: 02/09/21
Scale: 1 inch = 2,000 ft.
Copyright (C) 2009 MyTopo
Datum: NAD27
Soil Map—Hyde County, North Carolina
Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
2/9/2021
Page 1 of 338853603885390388542038854503885480388551038855403885360388539038854203885450388548038855103885540411520411550411580411610411640411670411700411730411760411790
411520 411550 411580 411610 411640 411670 411700 411730 411760 411790
35° 6' 31'' N 75° 58' 15'' W35° 6' 31'' N75° 58' 4'' W35° 6' 25'' N
75° 58' 15'' W35° 6' 25'' N
75° 58' 4'' WN
Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 18N WGS84
0 50 100 200 300
Feet
0 20 40 80 120
Meters
Map Scale: 1:1,360 if printed on A landscape (11" x 8.5") sheet.
Soil Map may not be valid at this scale.
MAP LEGEND MAP INFORMATION
Area of Interest (AOI)
Area of Interest (AOI)
Soils
Soil Map Unit Polygons
Soil Map Unit Lines
Soil Map Unit Points
Special Point Features
Blowout
Borrow Pit
Clay Spot
Closed Depression
Gravel Pit
Gravelly Spot
Landfill
Lava Flow
Marsh or swamp
Mine or Quarry
Miscellaneous Water
Perennial Water
Rock Outcrop
Saline Spot
Sandy Spot
Severely Eroded Spot
Sinkhole
Slide or Slip
Sodic Spot
Spoil Area
Stony Spot
Very Stony Spot
Wet Spot
Other
Special Line Features
Water Features
Streams and Canals
Transportation
Rails
Interstate Highways
US Routes
Major Roads
Local Roads
Background
Aerial Photography
The soil surveys that comprise your AOI were mapped at
1:24,000.
Warning: Soil Map may not be valid at this scale.
Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of soil
line placement. The maps do not show the small areas of
contrasting soils that could have been shown at a more detailed
scale.
Please rely on the bar scale on each map sheet for map
measurements.
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL:
Coordinate System: Web Mercator (EPSG:3857)
Maps from the Web Soil Survey are based on the Web Mercator
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Albers equal-area conic projection, should be used if more
accurate calculations of distance or area are required.
This product is generated from the USDA-NRCS certified data as
of the version date(s) listed below.
Soil Survey Area: Hyde County, North Carolina
Survey Area Data: Version 18, Jun 4, 2020
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Date(s) aerial images were photographed: Dec 31, 2009—Oct
30, 2017
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor
shifting of map unit boundaries may be evident.
Soil Map—Hyde County, North Carolina
Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
2/9/2021
Page 2 of 3
Map Unit Legend
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
CeA Carteret sand, 0 to 3 percent
slopes, occasionally flooded
4.8 92.7%
DuA Duckston sand, 0 to 2 percent
slopes, rarely flooded
0.4 7.3%
Totals for Area of Interest 5.2 100.0%
Soil Map—Hyde County, North Carolina
Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
2/9/2021
Page 3 of 3