Nesbitt Farms Subdivision Phase I - 2018-07-19-NCDEQ SW Resubmittal Docs

Mailing Address: P.O. Box 5432, Asheville, NC 28813

168 Patton Avenue Asheville, NC 28801 52 Walnut Street – Suite 9, Waynesville, NC 28786
Phone [phone] Fax [phone] Phone: [phone] Fax: [phone]

Transmittal

Date: June 17, 2018
Project Name: Nesbitt Farms Subdivision – Phase 1
CDC Project: 21802
HENDE 2018-01

To: Corey Anen
Environmental Engineer
Asheville Region DEMLR Office
2090 U.S. Highway 70
Swannanoa, NC 28778

Via : Mail Overnight ___ Hand Delivered __ Pick up @ CDC Office ___

Copies Date Description
1 2018-07-17 Comment Response Letter
1 2018-07-17 Revised Application
2 2018-07-17 24x36 Engineering Plans
1 2018-07-17 Calculation Book

REMARKS:

By: Warren Sugg, P.E.

Mailing Address: P.O. Box 5432, Asheville, NC 28813
168 Patton Avenue, Asheville, NC 28801 52 Walnut Street – Suite 9, Waynesville, NC 28786
Phone [phone] Fax [phone] Phone: [phone] Fax: [phone]

June 17, 2018
Corey Anen
Environmental Engineer
Asheville Region DEMLR Office
2090 U.S. Highway 70
Swannanoa, NC 28778

Re: Nesbitt Farms Phase 1 – Mills River, NC
CDC # 21802
HENDE 2018-014
ATC Project No. SWA000028

Dear Corey Anen,

On behalf of the developer, The Farm at Mills River, LLC, we are pleased to submit revised
stormwater plans for your review and approval. Please find the responses (in red) to your plan
review comments dated July 10, 2018 below.

1. The Contact Information Section of the application was filled out incorrectly. The
applicant (The Farm at Mills River, LLC) should be listed under 1. Applicant/Financially
Responsible Party. Part 2 should contain the name of the individual who is listed as a
registered agent with the NC Department of the Secretary of State.

As requested, please see the updated application included with this resubmittal.

2. The amount of piping proposed is in excess of what is allowed under the low-density
regulations (15A NCAC 02H .1003(2)).

Acknowledged. Please see the updated stormwater plan sheet. Where necessary, piping
has been replaced by swells.

3. The Division recommends that all swales be trapezoidal to promote the infiltration of
runoff into the subsoil and reduce the potential for erosion.

Acknowledged. Please see the updated stormwater plan sheet showing the revised swales
and cross section.
Mailing Address: P.O. Box 5432, Asheville, NC 28813
168 Patton Avenue, Asheville, NC 28801 52 Walnut Street – Suite 9, Waynesville, NC 28786
Phone [phone] Fax [phone] Phone: [phone] Fax: [phone]

4. Provide pdfs of all revisions, 2 hardcopies of revised plan sheets, and 1 hardcopy of other
documents. Pdfs must be uploaded using the form at:
https://edocs.deq.nc.gov/Forms/SW_Project_Submittal

Acknowledged.

If you should have any questions or comments regarding this submittal, please do not hesitate to
call our office.
Sincerely,

Warren Sugg, P.E.
Civil Design Concepts, P.A.
Mailing Address: P.O. Box 5432, Asheville, NC 28813
168 Patton Avenue Asheville, NC 28801 52 Walnut Street – Suite 9, Waynesville, NC 28786
Phone [phone] Fax [phone] Phone: [phone] Fax: [phone]

TABLE OF CONTENTS

1. Erosion Control and Stormwater Narrative
I. General
II. Erosion Control
III. Storm Drainage
2. Permanent Ditch Calculations
3. Storm Pipe Calculations

4. Drainage Area Maps

5. Parcel Impervious Report

6. NRCS Soil Report
7. Figures
I. USGS Topo Map
II. FEMA FIRMette Map
III. NOAA Precipitation Tables
IV. Surface Water Classifications

Mailing Address: P.O. Box 5432, Asheville, NC 28813
168 Patton Avenue Asheville, NC 28801 52 Walnut Street – Suite 9, Waynesville, NC 28786
Phone [phone] Fax [phone] Phone: [phone] Fax: [phone]

Project Name: Nesbitt Farms
Project Location: Mills River, NC
CDC Project No. 21802
Date: July 17, 2018

EROSION CONTROL & STORM DRAINAGE NARRATIVE

General

The Farm at Mills River, LLC is proposing a single family subdivision with 79 lots. The parcels
(PIN# 9641-28-9849, 9641-28-1805, 9641-38-7847, 9641-17-9991, 9641-38-5701, 9641-19-4560,
9641-49-0022) is a total of 82.02 acres located at 294 Nesbitt Drive, Mills River. The existing site
has a house, old barns and sheds with asphalt driveways. Most of the site is pasture land with a small
portion of the site wooded. The site can be found on the “Skyland” USGS map as well as FEMA
firm maps 3700964100J dated 10/3/2008.

The project will consist of demolition and removal of some of the existing structures and one on the
asphalt driveways. The property will be lotted off in 79 single family lots. The site will consisted of
superelevated roads with permeant ditches with driveway connections for lot access. Low impact
measures and methods will be performed to maintain minimal disturbance throughout the site. Water
infrastructure will be extended along Jeffress Road and run throughout the site with fire hydrants and
air release valves at the appropriate locations. The sewer infrastructure will connect at two locations.
One will connect at an existing manhole east of the site along Jeffress Road and run though the site
to provide gravity sewer services. The second connection will convey wastewater to the west of the
site and connect to the existing sewer along Jeffress Road. Individual septic systems will be installed
as needed if gravity services are not possible. Refer to construction plans for further details of site
plan.

Erosion Control

Proposed erosion control measures consist of a construction entrance, silt fence, clean water
diversion ditches, temporary diversion ditches, temporary and permanent seeding, and stone inlet
protection and a skimmer basin to prevent sediment from leaving the site. The project consists of 20
acres that will be disturbed by grading and construction activities. The majority of disturbance will
be due to road construction. Skimmer basins and temporary diversion ditches have been design to
caught and treat areas that will be disturbed. Clean water diversion ditches have been placed to
caught and direct drainage that is either offsite or areas/lots that are not disturbed. Refer to
construction plans for further detail.

Storm Drainage

Stormwater runoff will be collected and conveyed through permanent ditches/swales and driveway
pipes. The site is a low impact development and will not exceed the maximum 24% impervious at
full build out. A parcel impervious report is included showing the impervious calculations for the
site.

Mailing Address: P.O. Box 5432, Asheville, NC 28813
168 Patton Avenue Asheville, NC 28801 52 Walnut Street – Suite 9, Waynesville, NC 28786
Phone [phone] Fax [phone] Phone: [phone] Fax: [phone]

Permanent stormwater conveyance pipes and ditches were sized based on the 25-year storm. The
runoff will be maintained and discharged offsite with appropriate sized energy dissipaters

Refer to construction documents and storm calculations for further details of the storm drainage.

Hydrology Report
Hydraflow Express Extension for Autodesk® AutoCAD® Civil 3D® by Autodesk, Inc. Monday, Jul 16 2018
TRAPEZOIDAL DITCH 1 HYDROGRAPH
Hydrograph type = Rational Peak discharge (cfs) = 8.902
Storm frequency (yrs) = 10 Time interval (min) = 1
Drainage area (ac) = 6.090 Runoff coeff. (C) = 0.35
Rainfall Inten (in/hr) = 4.176 Tc by TR55 (min) = 21
IDF Curve = Nesbitt.IDF Rec limb factor = 1.00
Hydrograph Volume = 11,217 (cuft); 0.257 (acft)
0 5 10 15 20 25 30 35 40 45
Q (cfs)
0.00 0.00
2.00 2.00
4.00 4.00
6.00 6.00
8.00 8.00
10.00 10.00
Q (cfs)
Time (min)
Runoff Hydrograph
10-yr frequency
Runoff Hyd - Qp = 8.90 (cfs)
TR55 Tc Worksheet
Hydraflow Express by Intelisolve
Rational
TRAPEZOIDAL DITCH 1 HYDROGRAPH
Description A B C Totals
Sheet Flow
Manning's n-value = 0.150 0.011 0.011
Flow length (ft) = 300.0 0.0 0.0
Two-year 24-hr precip. ((in)) = 2.20 0.00 0.00
Land slope (%) = 5.60 0.00 0.00
Travel Time (min) = 18.85 + 0.00 + 0.00 = 18.85
Shallow Concentrated Flow
Flow length (ft) = 613.34 0.00 0.00
Watercourse slope (%) = 6.20 0.00 0.00
Surface description = Unpaved Paved Paved
Average velocity (ft/s) = 4.02 0.00 0.00
Travel Time (min)
= 2.54 + 0.00 + 0.00 = 2.54
Channel Flow
X sectional flow area ((sqft)) = 0.00 0.00 0.00
Wetted perimeter ((ft)) = 0.00 0.00 0.00
Channel slope (%) = 0.00 0.00 0.00
Manning's n-value = 0.015 0.015 0.015
Velocity (ft/s) = 0.00 0.00 0.00
Flow length (ft) = 0.0 0.0 0.0
Travel Time (min) = 0 + 0 + 0 = 0.00
Total Travel Time, Tc .............................................................................. 21.00 min
Channel Report
Hydraflow Express Extension for Autodesk® AutoCAD® Civil 3D® by Autodesk, Inc. Monday, Jul 16 2018
TRAPEZOIDAL DITCH 2
Trapezoidal
Bottom Width (ft) = 3.00
Side Slopes (z:1) = 3.00, 3.00
Total Depth (ft) = 1.50
Invert Elev (ft) = 2087.00
Slope (%) = 7.50
N-Value = 0.240
Calculations
Compute by: Known Q
Known Q (cfs) = 8.13
Highlighted
Depth (ft) = 1.04
Q (cfs) = 8.130
Area (sqft) = 6.36
Velocity (ft/s) = 1.28
Wetted Perim (ft) = 9.58
Crit Depth, Yc (ft) = 0.52
Top Width (ft) = 9.24
EGL (ft) = 1.07
0 2 4 6 8 10 12 14 16
Elev (ft)Depth (ft)Section
2086.50 -0.50
2087.00 0.00
2087.50 0.50
2088.00 1.00
2088.50 1.50
2089.00 2.00
Reach (ft)
Hydrology Report
Hydraflow Express Extension for Autodesk® AutoCAD® Civil 3D® by Autodesk, Inc. Monday, Jul 16 2018
TRAPEZOIDAL DITCH 2 HYDROGRAPH
Hydrograph type = Rational Peak discharge (cfs) = 8.134
Storm frequency (yrs) = 10 Time interval (min) = 1
Drainage area (ac) = 2.740 Runoff coeff. (C) = 0.44
Rainfall Inten (in/hr) = 6.747 Tc by TR55 (min) = 6
IDF Curve = Nesbitt.IDF Rec limb factor = 1.00
Hydrograph Volume = 2,928 (cuft); 0.067 (acft)
0 5 10 15
Q (cfs)
0.00 0.00
2.00 2.00
4.00 4.00
6.00 6.00
8.00 8.00
10.00 10.00
Q (cfs)
Time (min)
Runoff Hydrograph
10-yr frequency
Runoff Hyd - Qp = 8.13 (cfs)
TR55 Tc Worksheet
Hydraflow Express by Intelisolve
Rational
TRAPEZOIDAL DITCH 2 HYDROGRAPH
Description A B C Totals
Sheet Flow
Manning's n-value = 0.000 0.011 0.011
Flow length (ft) = 0.0 0.0 0.0
Two-year 24-hr precip. ((in)) = 0.00 0.00 0.00
Land slope (%) = 0.00 0.00 0.00
Travel Time (min) = 0.00 + 0.00 + 0.00 = 0.00
Shallow Concentrated Flow
Flow length (ft) = 1249.00 0.00 0.00
Watercourse slope (%) = 5.10 0.00 0.00
Surface description = Unpaved Paved Paved
Average velocity (ft/s) = 3.64 0.00 0.00
Travel Time (min)
= 5.71 + 0.00 + 0.00 = 5.71
Channel Flow
X sectional flow area ((sqft)) = 0.00 0.00 0.00
Wetted perimeter ((ft)) = 0.00 0.00 0.00
Channel slope (%) = 0.00 0.00 0.00
Manning's n-value = 0.015 0.015 0.015
Velocity (ft/s) = 0.00 0.00 0.00
Flow length (ft) = 0.0 0.0 0.0
Travel Time (min) = 0 + 0 + 0 = 0.00
Total Travel Time, Tc .............................................................................. 6.00 min
Channel Report
Hydraflow Express Extension for Autodesk® AutoCAD® Civil 3D® by Autodesk, Inc. Monday, Jul 16 2018
TRAPEZOIDAL DITCH 1
Trapezoidal
Bottom Width (ft) = 3.00
Side Slopes (z:1) = 3.00, 3.00
Total Depth (ft) = 1.50
Invert Elev (ft) = 2090.00
Slope (%) = 7.50
N-Value = 0.240
Calculations
Compute by: Known Q
Known Q (cfs) = 8.90
Highlighted
Depth (ft) = 1.09
Q (cfs) = 8.900
Area (sqft) = 6.83
Velocity (ft/s) = 1.30
Wetted Perim (ft) = 9.89
Crit Depth, Yc (ft) = 0.54
Top Width (ft) = 9.54
EGL (ft) = 1.12
0 2 4 6 8 10 12 14 16
Elev (ft)Depth (ft)Section
2089.50 -0.50
2090.00 0.00
2090.50 0.50
2091.00 1.00
2091.50 1.50
2092.00 2.00
Reach (ft)
Project Name: Nesbitt Farm
Project #: 21802
Total Project Area:82.03 Acres 3,573,078 SF
Total Maximum Impervious:19.69 Acres 857,539 SF
24 %
Parcel Name Square Feet Acres Perimeter
(FT)
Impervious
Area (SF)Impervious %
Roadway 70,639 1.62 N/A 70,639 100%
Parcel : 1 58,989 1.35 1,078 9,100 15%
Parcel : 2 52,582 1.21 1,032 9,100 17%
Parcel : 3 102,126 2.34 1,268 11,708 11%
Parcel : 4 68,643 1.58 1,249 9,100 13%
Parcel : 5 68,817 1.58 1,155 9,100 13%
Parcel : 6 42,072 0.97 859 9,100 22%
Parcel : 7 38,792 0.89 882 9,100 23%
Parcel : 8 31,605 0.73 715 9,100 29%
Parcel : 9 44,104 1.01 894 9,100 21%
Parcel : 10 54,843 1.26 1,219 9,100 17%
Parcel : 11 30,184 0.69 711 9,100 30%
Parcel : 12 33,739 0.78 815 9,100 27%
Parcel : 13 31,729 0.73 735 9,100 29%
Parcel : 14 30,039 0.69 709 9,100 30%
Parcel : 15 30,039 0.69 709 9,100 30%
Parcel : 16 30,100 0.69 710 9,100 30%
Parcel : 17 30,100 0.69 710 9,100 30%
Parcel : 18 30,100 0.69 710 9,100 30%
Parcel : 19 30,100 0.69 710 9,100 30%
Parcel : 20 36,103 0.83 759 9,100 25%
Parcel : 21 30,100 0.69 710 9,100 30%
Parcel : 22 47,020 1.08 949 9,100 19%
Parcel : 23 43,739 1.00 895 9,100 21%
Parcel : 24 36,599 0.84 1,016 9,100 25%
Parcel : 25 31,240 0.72 729 9,100 29%
Parcel : 26 83,762 1.92 1,592 9,100 11%
Parcel : 27 36,387 0.84 826 9,100 25%
Parcel : 28 37,596 0.86 835 9,100 24%
Parcel : 29 30,450 0.70 730 9,100 30%
Parcel : 30 30,100 0.69 710 9,100 30%
Parcel : 31 32,420 0.74 712 9,100 28%
Total Parcel Area 1,384,859 31.79 N/A 355,347 26%
Total Phase I Area 1,475,543 33.87 N/A 355,347 24%
PHASE I
PARCEL IMPERVIOUS REPORT
Date: 05/21/2018
Total Maximum Impervious Percentage:
Parcel Name Square Feet Acres Perimeter
(ft)
Impervious
Area (SF)Impervious %
Roadway 68,850 1.58 N/A 68,850 100%
Parcel : 32 30,041 0.69 710 9,100 30%
Parcel : 33 30,455 0.70 715 9,100 30%
Parcel : 34 31,179 0.72 726 9,100 29%
Parcel : 35 31,904 0.73 736 9,100 29%
Parcel : 36 32,816 0.75 753 9,100 28%
Parcel : 37 34,356 0.79 790 9,100 26%
Parcel : 38 38,331 0.88 852 9,100 24%
Parcel : 39 37,684 0.87 835 9,100 24%
Parcel : 40 36,911 0.85 793 9,100 25%
Parcel : 41 37,764 0.87 820 9,100 24%
Parcel : 42 49,319 1.13 1,035 9,100 18%
Parcel : 43 32,057 0.74 790 9,100 28%
Parcel : 44 39,166 0.90 807 9,100 23%
Parcel : 45 32,426 0.74 726 9,100 28%
Parcel : 46 30,100 0.69 710 9,100 30%
Parcel : 47 30,100 0.69 710 9,100 30%
Parcel : 48 30,100 0.69 710 9,100 30%
Parcel : 49 30,100 0.69 710 9,100 30%
Parcel : 50 30,100 0.69 710 9,100 30%
Parcel : 51 30,100 0.69 710 9,100 30%
Parcel : 52 30,100 0.69 710 9,100 30%
Parcel : 53 30,100 0.69 710 9,100 30%
Parcel : 54 37,320 0.86 774 9,100 24%
Parcel : 55 35,970 0.83 801 9,100 25%
Parcel : 56 30,100 0.69 710 9,100 30%
Parcel : 57 33,933 0.78 792 9,100 27%
Parcel : 58 59,272 1.36 1,130 9,100 15%
Parcel : 59 71,759 1.65 1,239 9,100 13%
Parcel : 60 30,100 0.69 710 9,100 30%
Parcel : 61 32,095 0.74 770 9,100 28%
Parcel : 62 47,463 1.09 945 9,100 19%
Parcel : 63 32,284 0.74 782 9,100 28%
Parcel : 64 32,284 0.74 782 9,100 28%
Parcel : 65 32,311 0.74 783 9,100 28%
Parcel : 66 30,100 0.69 710 9,100 30%
Parcel : 67 30,100 0.69 710 9,100 30%
Parcel : 68 30,100 0.69 710 9,100 30%
Parcel : 69 30,100 0.69 710 9,100 30%
Parcel : 70 31,975 0.73 779 9,100 28%
Parcel : 71 44,648 1.03 851 9,100 20%
Parcel : 72 38,895 0.89 1,049 9,100 23%
Parcel : 73 115,658 2.66 1,710 9,100 8%
Parcel : 74 72,499 1.66 1,132 5500 8%
Parcel : 75 44,011 1.01 921 9,100 21%
Parcel : 76 46,599 1.07 944 9,100 20%
Parcel : 77 46,340 1.06 940 9,100 20%
Parcel : 78 44,560 1.02 921 9,100 20%
Parcel : 79 45,137 1.04 928 9,100 20%
OPEN SPACE 73,744 1.69 1,272 0 0%
Total Parcel Area 2,003,416 45.99 N/A 502,050 25%
Total Phase II Area 2,097,535 48.15 N/A 502,050 24%
PHASE II
Phase I Area 1,475,543 33.87 N/A 355,347 24%
Phase II Area 2,097,535 48.15 N/A 502,050 24%
Total Project Area 3,573,078 82.03 N/A 857,397 24%
Total Project Area - Impervious Calculations
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29
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000
NORTH
CAROLINA
QUADRANGLE LOCATION
SKYLAND QUADRANGLE
NORTH CAROLINA
7.5-MINUTE SERIES
SKYLAND, NC
2016
ROAD CLASSIFICATION
Check with local Forest Service unit
for current travel conditions and restrictions.
FS Primary Route FS High
Clearance Route
FS Passenger
Routeª«-▬Interstate Route State RouteUS RouteWX./H
Expressway Local Connector
Ramp 4WD
Secondary Hwy Local Road
U.S. DEPARTMENT OF THE INTERIOR
U.S. GEOLOGICAL SURVEY

1 Enka
8 Hendersonville
2 Asheville
3 Oteen
4 Dunsmore Mountain
5 Fruitland
6 Pisgah Forest
7 Horse Shoe
ADJOINING QUADRANGLES
123
45
678
This map was produced to conform with the
National Geospatial Program US Topo Product Standard, 2011.
A metadata file associated with this product is draft version 0.6.19
CONTOUR INTERVAL 20 FEET
NORTH AMERICAN VERTICAL DATUM OF 1988
SCALE 1:24 000
1000 500 0 METERS 1000 2000
21KILOMETERS00.51
10.50
MILES
1
1000 0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000
FEET
North American Datum of 1983 (NAD83)
World Geodetic System of 1984 (WGS84). Projection and
1 000-meter grid: Universal Transverse Mercator, Zone 17S
Produced by the United States Geological Survey
10 000-foot ticks: North Carolina Coordinate System of 1983
This map is not a legal document. Boundaries may be
generalized for this map scale. Private lands within government
reservations may not be shown. Obtain permission before
entering private lands.
Imagery.............................................NAIP, October 2014
Roads................................ U.S. Census Bureau, 2015 - 2016
Roads within US Forest Service Lands.............FSTopo Data
with limited Forest Service updates, 2012 - 2016
Names...............................................................GNIS, 2016
Hydrography....................National Hydrography Dataset, 2014
Contours............................National Elevation Dataset, 2008
Boundaries............Multiple sources; see metadata file 1972 - 2016
Wetlands.........FWS National Wetlands Inventory 1977 - 2014
U.S. National Grid
100,000-m Square ID
Grid Zone Designation
LV
17S
^
ØMN
GN
UTM GRID AND 2016 MAGNETIC NORTHDECLINATION AT CENTER OF SHEET
0° 54´
16 MILS
6° 31´116 MILS
*7643016379224*NSN.7643016379224NGA REF NO.USGSX24K41640Project Site:
Nesbitt Farms