HomeMy WebLinkAboutSLAS7112_PERMIT_INITIAL_20220114
January 14, 2022
Mr. Jonathan Pate
Coastal Septic Solutions
7814 Shiloh Road
Willard, NC 28478
RE: SLAS-71-12 Permit Issuance
Coastal Septic Solutions
SR 1121 in Pender County
Dear Mr. Pate:
The NC Division of Waste Management has reviewed your application for a permit to operate a Septage Land
Application Site in Pender County. Your application has been approved in accordance with NC Septage Management
Rules and your permit, SLAS-71-12, is enclosed. Please read all permit conditions carefully
This permit is for a 6.4-acre site that has been established in hybrid bermudagrass. The nutrient management and soil
erosion and runoff control plans you submitted have been included in your permit’s conditions. This site is only
permitted for land application of domestic and grease septage as per Permit Condition 6. As stated within Permit
Condition 7, the maximum annual application rate for this site is 50,000 gal/ac/yr. And finally, this permit shall
expire on January 14, 2023 as per Permit Condition 15. An application for permit renewal and your septage
application logs for the time that the current permit is valid should be submitted at least ninety (90) days prior to the
expiration of your permit.
Violations to NC Septage Management Rules or this permit could subject you to administrative penalties of up to
$15,000 per violation per day. If you have any questions concerning your permit or septage in general, please do not
hesitate to contact me at (919) 707-8283. When communicating to the Division about this permit, please refer to it
as "SLAS-71-12."
Sincerely,
Chester R. Cobb, Environmental Program Consultant
Division of Waste Management, NCDEQ
Enclosures
copies: Central File
John Rowe, landowner
John Farnell, Environmental Specialist II, WiRO
Pender County Health Department
Digitally signed by Chester R. Cobb
DN: cn=Chester R. Cobb, o=Solid Waste Section,
ou=DWM, email=chester.cobb@ncdenr.gov, c=US
Date: 2022.01.14 14:31:49 -05'00'
Facility Permit No.: SLAS-71-12Coastal Septic Solutions
Permit to Operate
January 14, 2022
Page 1 of 4
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF WASTE MANAGEMENT
SOLID WASTE SECTION
PERMIT TO OPERATE A SEPTAGE LAND
APPLICATION SITE
Coastal Septic Solutions
Jonathan Pate
7814 Shiloh Road
Willard, NC 28478
is hereby permitted to operate Septage Land Application Site with permit # SLAS-71-12 located on SR 1121 in
Pender County at approximate position 34.53610° N latitude and -78.09572° E longitude. This site is permitted
only for operations that are conducted in accordance with the representations made in the approved application,
with all conditions attached to this permit, and with all of the provisions of 15A NCAC 13B.0800 -- Septage
Management. Failure to operate as permitted may result in the Department suspending or revoking this permit,
initiating action to enjoin the unpermitted operation, imposing administrative penalties, or invoking any other
remedy as provided in Chapter 130A, Article 1, Part 2 of the North Carolina General Statutes.
This permit shall be reviewed annually to determine if soil test results and management activities are in
compliance with the Septage Management Rules and the conditions of this permit. Modifications, where
necessary, shall be made in accordance with rules in effect at the time of review.
____________________________
Adam Ulishney
Environmental Compliance Branch
Solid Waste Section
Division of Waste Management, NCDEQ
Adam
Ulishney
Digitally signed by
Adam Ulishney
Date: 2022.01.14
12:58:17 -05'00'
Facility Permit No.: SLAS-71-12 Coastal Septic Solutions Permit to Operate January 14, 2022 Page 2 of 4
CONDITIONS OF OPERATING PERMIT
1. This permit shall become void if the soils fail to adequately assimilate the septage and
shall be rescinded unless the site is maintained and operated in a manner which will
protect the assigned water quality standards of both surface and ground waters.
2. This site shall be operated and maintained in accordance with the nutrient management
plan submitted by Jonathan Pate and approved by the Division of Waste Management.
The 6.4-acre site has been established in hybrid bermudagrass and shall be managed as
one field. The hybrid bermudagrass shall be overseeded with a small grain around mid-
October of each year. The planting and harvesting of the crops shall follow the approved
nutrient management plan. Areas that fall below 80% in crop coverage shall be replanted
as covered in the nutrient management plan. The mandatory 30-day waiting period
between the last application of septage and the harvest of the crop shall be met by
utilizing an alternative approved disposal location. All discharges shall occur within the
permitted area and shall be consistent with the crop rotation in the approved plan.
3. This site shall be operated and maintained in accordance with the erosion and runoff
control plan submitted by Jonathan Pate in such a manner as to prevent the migration of
wastes off the designated waste receiving site. Any site improvements noted in the plan
must be installed within 30 days of plan approval. The installation of groundwater
monitoring wells shall be required as deemed necessary by the Division.
4. The issuance of this permit does not preclude the Permittee from complying with any
and all statutes, rules, regulations, or ordinances that may be imposed by other local,
state, and federal government agencies which have jurisdiction. It is the responsibility
of the Permittee to be in compliance with the Federal Regulations listed in the Code of
Federal Regulations, 40 CFR Part 503.
5. This permit may be modified or reissued at any time to incorporate any conditions,
limitations and/or monitoring requirements the Division deems necessary to adequately
protect the environment and public health.
Facility Permit No.: SLAS-71-12 Coastal Septic Solutions Permit to Operate January 14, 2022 Page 3 of 4
6. This site is only permitted for the land application of domestic and grease septage. The
pH of domestic septage shall be raised to 12 or higher by alkali addition and, without the
addition of additional alkali, shall remain at 12 or higher for 30 minutes prior to land
application as per 15A NCAC 13B .0842(c)(1). The pH of grease septage or grease septage
mixed with domestic septage shall be raised to 12 or higher by alkali addition and,
without the addition of additional alkali, shall remain at 12 or higher for 2 hours prior to
land application as per 15A NCAC 13B .0842(c)(2). Grease septage shall be diluted as
required by 15A NCAC 13B .0842(a)(14) when applied over perennial vegetation.
7. This site contains approximately 6.4 acres that are available for land application of
septage. The maximum annual application rate shall be 50,000 gallons per acre per
year. At this application rate, a maximum annual volume of 320,000 gallons may be
applied to this site. The maximum annual application rate assumes equal septage
distribution, on an annual basis, over the entire permitted area. Application rates to each
approved disposal field shall not exceed the maximum annual application rate or the
monthly application rates listed in the approved nutrient management plan.
8. An approved septage detention facility with a minimum design capacity of 6,400 gallons
shall be available prior to operation of this site as per 15A NCAC 13B .0838(a) unless an
approved wastewater treatment plant is available for use during periods of adverse
weather. The storage capacity may be adjusted if it is demonstrated during the operation
of the site that this volume of storage is inadequate.
9. Only the area designated on the attached site map shall be utilized for septage disposal.
Each load of septage discharged at the site shall be distributed from a moving vehicle in
such a manner that there is no standing water when the discharge is complete.
10. Septage shall not be applied during any precipitation event, or if there is standing water
on the soil surface, if the soil surface is frozen, or if the soil surface is snow covered. The
Permittee shall consider pending weather conditions when making the decision to land
apply in order to prevent any discharge of septage outside of the permitted boundary.
11. Septage shall not be applied during periods of high soil moisture. Septage applications
that will result in ruts greater than three inches in the soil surface are prohibited.
12. Any discharge of septage outside of the permitted boundaries via runoff, aerial drift, etc.
is prohibited.
Facility Permit No.: SLAS-71-12 Coastal Septic Solutions Permit to Operate January 14, 2022 Page 4 of 4
13. This permit shall become void unless the land application activities are carried out in
accordance with the conditions of this permit and in the manner approved by this
Division. No one other than the Permittee or an employee of the firm named in this
permit shall discharge septage at this site without prior appropriate notification and
written approval from the Division.
14. Prior to any transfer of this land, a notice shall be given to the new owner that gives full
details of the materials applied or incorporated at this site. The Division shall be notified
prior to site closure. This permit is non-transferable.
15. This permit shall expire on January 14, 2023. An application for permit renewal shall be
submitted at least ninety (90) days prior to the permit renewal date. When necessary,
an application for permit modification shall be submitted for any proposed change listed
in 15A NCAC 13B .0840(g). Along with the application for permit renewal or modification,
septage application records for the time this permit was valid shall be submitted.
16. Records shall be kept in accordance with 15A NCAC 13B .0842(e)(1) and the Code of
Federal Regulations, 40 CFR Part 503.17(b) to document all septage applications to the
site. These records shall be made available to a representative of the Division upon
request.
17. Any duly authorized officer, employee, or representative of the Division may, upon
presentation of credentials, enter and inspect any property, premises, or place on or
related to the disposal site and facility at any reasonable time for the purpose of
determining compliance with this permit; may inspect or copy any records that must be
kept under the conditions of this permit; or may obtain samples of groundwater, surface
water, or leachate.
18. Field separations in the nutrient management plan and all pertinent setbacks shall be
clearly located on the site. Boundaries of the permitted septage land application fields
shall be clearly marked on the ground.
19. The areas that can be used for land application of septage shall be maintained to meet
the minimum setback distances as described in 15A NCAC 13B .0841(d) such as 500
feet from any existing wells, residences, places of business, or places of public
assembly. Also, septage shall not be disposed of within 50 feet of any property line,
within 100 feet of any ditch, or within 200 feet of any surface water unless specified
otherwise.
Sources: Esri, HERE,DeLorme, USGS,Intermap,INCREMENT P,
SLAS-71-12
/
crc, Jan. 2022Vicinity Map
k
Pond
200 ft
500 ft 50 ft200 ft
50 ft
Field6.4 acres10 ft from woods edgewetSDTF Source: Esri,DigitalGlobe, GeoEye,
SLAS-71-12
/
Aerial Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community. Map created by NC DEQ, Division of Waste Management for permitting purposes only.
1 inch = 200 feet crc, Oct. 2021
Pender County
Planning and Community Development
Planning Division
805 S. Walker Street
PO Box 1519
Burgaw, NC 28425
Phone: 910-259-1202 Fax: 910-259-1295 www.pendercountync.gov
October 11, 2021
Jonathan Pate
7814 Shiloh Road
Willard, NC 28478
VIA EMAIL: coastalsepticsolutions@gmail.com
Re: Request for Approval Letter for Septage Land Application Site on Pender County PIN:
2278-26-0911-0000
Jonathan,
The Pender County Department of Planning & Community Development has reviewed your
request for a zoning approval letter regarding a proposed septage land application site on the
above-referenced parcel pursuant to 15A NCAC 13B .0840(c)(24). Assuming that the proposed
septage land application facility will be used to provide nutrients to crops located on the
above-referenced parcels, as contemplated 15A NCAC 13B .0840, the proposed use would be
exempt from Pender County’s Unified Development Ordinance as a bona fide farm, pursuant
to G.S. 153A-340(b)(1) & (2). Accordingly, the facility would not be subject to Pender County’s
zoning regulations.
If you have any questions, please do not hesitate to contact me at (910) 259-1408 or
cshaw@pendercountync.gov.
Sincerely,
Carlene Shaw
Current Planner
Pender County Department of Planning & Community Development
Needham Environmental Inc.
Robert N. Needham, PWS Tom Gulley, NCLSS#1256
9100 Charlestowne Rd. SE P.O. Box 960
Winnabow, NC 28479 Wilmington, NC 28402
Office/Fax (910)371-6082 Office/Fax (910)795-0319
needhambud@ec.rr.com tgulley@gmail.com
______________________________________________________________________
November 4, 2019
Jonathan Pate
Coastal Septic Solutions
7814 Shiloh Rd
Willard, NC 28478
RE:Soil Evaluation of a portion of PIN# 2278-16-0911-0000, located Bell Williams Road,
Pender County, North Carolina.
Dear Mr. Pate:
On September 12, 2019, I made a site visit to evaluate a portion of the above-mentioned tract to
help determine the suitability of the soils on site for the land application of septage. The North
Carolina Septage Management Rules, 15A NCAC 13B, Sections .0830-.0846 were used as a
guideline for making this evaluation.
The attached Preliminary Soil Suitability Map shows the location of features that require a setback
to septage land application sites on the subject tract and the adjacent properties. Shown is the
residence at 1864 Bell Williams Road, two ponds on the subject tract, adjacent wetland areas, and
a stream on the subject tract. A black line shown on the map shows the setbacks required to these
features in addition to the required 50' property line setback. Please note that a existing well was
located on the property at 1864 Bell Williams Road. If a well is on the property, it will require a
500' setback.
Wetlands were evaluated using the U.S. Army Corps of Engineers (C.O.E.) Wetlands Manual -
1987 edition and the Regional Supplement for the Atlantic and Gulf Coastal Plain Region.
Wetlands were identified using a three-parameter approach incorporating soils, vegetation, and
hydrological indicators. The edge of the wetland was located using my cell phone GPS. Also
located was the edge of the stream channel. Both are shown with Blue and Purple points on the
attached map. All other features that require a setback were located by using an aerial photo and
the GIS boundary for the property.
Hand auger borings were placed at multiple locations on the property to depths of two feet or
more. Based on these borings, the attached Preliminary Soil Map was created. This map shows
two different soil map units. The areas shown in “Green” contain the Autryville, Goldsboro, and
Norfolk Soil Series, with Group II soils textures and a soil wetness condition greater than 24"
and/or Group III soil textures with a soil wetness condition greater than 18" , as evident by the
presence of chroma 2 or less soil colors or mottles. The area shown in “Pink” contains the Rains
Soil Series, with seasonal high water table depths closer to the ground surface than required,
which is less than 18" or 24" given the soil texture at that boring location. Also shown on the map
are six soil boring locations, where detailed soil profile descriptions were performed
The detailed soil profile descriptions for boring locations X1 through X6 are attached, along with
an abbreviations sheet. Below is a summary chart of each boring.
Boring #Textural Group Soil Wetness Condition (in)
X1 I&III 42
X2 I&III >48
X3 III 26
X4 I&III 36
X5 I&III >48
X6 I 24
All of the areas shown in “Green” on the attached Preliminary Soil Map meet the requirements for
the land application of septage with respect to the depth of the soil wetness condition and required
setbacks.
A composite soil sample was collected for each location at X1 and X2 from the upper 3" of the
soil profile and sent to the NCDA&CS lab for a standard soil fertility analysis and heavy metals
analysis. The lab results are attached along with Nitrogen and Potassium recommendations for a
crop of coastal bermuda hay. Also, note that there was an elevated level of lead (Pb) at X2, but it
should not pose a concern for plant growth.
If your have any questions or concerns, please contact me at (910)795-0319, (910)297-1282, or by
e-mail at tgulley@gmail.com.
Sincerely,
J. Tom Gulley, Jr.
North Carolina Soil Scientist License# 1256
Attachments
NEEDHAM ENVIRONMENTAL, INC.
DRAWN BY: JTGC:\NEEDHAMENVIRONMENTAL03-19-074 COASTALSEPTICSOLUTIONS\SOILSUITMAP.CDR July 16, 2019
PRELIMINARY SOIL SUITABILITY MAP
OF
PIN: 2278-26-0911-0000
BURGAW AREA - PENDER COUNTY - NORTH CAROLINA
THIS IS NOT A SURVEY.
THIS MAP WAS CREATED USING GPS POINTS
FROM A CELLULAR PHONE AND THE ONXMAPS APP.
THIS IS NOT A SURVEY.
THIS MAP WAS CREATED USING GPS POINTS
FROM A CELLULAR PHONE AND THE ONXMAPS APP.
BASE MAP: ONXMAPS
SCALE: 1” = 200’BELL WILLMS RIADHOMEHOME
POND
POND
X4X4
X2X2
X1X1
X3X3
X6X6
X5X5
NEEDHAM ENVIRONMENTAL, INC.
DRAWN BY: JTGC:\NEEDHAMENVIRONMENTAL03-19-074 COASTALSEPTICSOLUTIONS\SOILSUITMAP.CDR July 16, 2019
PRELIMINARY SOIL SUITABILITY MAP
OF
PIN: 2278-26-0911-0000
BURGAW AREA - PENDER COUNTY - NORTH CAROLINA
LEGENDLEGEND
SOILS SUITABLE SEPTAGE APPLICATION. THESE AREAS CONTAIN GROUP II SOIL
TEXTURES AND A GREATER THAN 24” SOIL WETNESS CONDITION OR GROUP III SOIL
TEXTURES AND A GREATER THAN 18” SOIL WETNESS CONDITION (AUTRYVILLE,
GOLDSBORO, & NORFOLK SOILS) (APPROXIMATELY 7.53 ACRES)
SOILS THAT ARE UNSUITABLE FOR SEPTAGE APPLICATION. THESE SOILS HAVE A SOIL
WETNESS CONDITION CLOSER TO THE GROUND SURFACE THAN REQUIRED. THE SOIL
WETNESS CONDITION TABLE WAS DETERMINED BY THE PRESENCE OF CHROMA 2 OR
LESS SOIL MOTTLES (RAINS SOILS) (APPROXIMATELY 0.83 ACRES)
EDGE OF WETLAND
STREAM
EXISTING POND
EDGE OF FIELD
PROPERTY LINE
AREAS OUTSIDE OF THE REQUIRED 50’ PROPERTY LINE SETBACK, 50’ WETLAND SETBACK,
200’ POND SETBACK, 200’ STREAM SETBACK, & 500’ RESIDENCE SETBACK
X#X#SOIL PROFILE DESCRIPTION LOCATION
NEEDHAM ENVIRONMENTAL, INC.
DRAWN BY: JTGC:\NEEDHAMENVIRONMENTAL03-19-074 COASTALSEPTICSOLUTIONS\SOILSUITMAP.CDR November 11, 2019
PRELIMINARY SOIL SUITABILITY MAP
OF
PIN: 2278-26-0911-0000
BURGAW AREA - PENDER COUNTY - NORTH CAROLINA
THIS IS NOT A SURVEY.
THIS MAP WAS CREATED USING GPS POINTS
FROM A CELLULAR PHONE AND THE ONXMAPS APP.
THIS IS NOT A SURVEY.
THIS MAP WAS CREATED USING GPS POINTS
FROM A CELLULAR PHONE AND THE ONXMAPS APP.
BASE MAP: ONXMAPS
SCALE: 1” = 500’BEL WILLIA RDLMSHOMEHOME
POND
POND
X4X4
X2X2
X1X1
X3X3
X6X6
X5X5
Soil Map—Pender County, North Carolina
(Coastal Septic Solutions)
Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
9/27/2021
Page 1 of 3382508038251603825240382532038254003825480382556038256403825720382508038251603825240382532038254003825480382556038256403825720766280766360766440766520766600766680766760
766280 766360 766440 766520 766600 766680 766760
34° 32' 20'' N 78° 5' 55'' W34° 32' 20'' N78° 5' 35'' W34° 31' 57'' N
78° 5' 55'' W34° 31' 57'' N
78° 5' 35'' WN
Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 17N WGS84
0 150 300 600 900
Feet
0 50 100 200 300
Meters
Map Scale: 1:3,410 if printed on A portrait (8.5" x 11") 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: Pender County, North Carolina
Survey Area Data: Version 22, Jun 3, 2020
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Date(s) aerial images were photographed: Apr 22, 2015—Nov
28, 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—Pender County, North Carolina
(Coastal Septic Solutions)
Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
9/27/2021
Page 2 of 3
Map Unit Legend
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
AuB Autryville fine sand, 1 to 4
percent slopes
13.9 25.0%
McC Marvyn and Craven soils, 6 to
12 percent slopes
1.9 3.5%
Mk Muckalee loam, frequently
flooded
13.1 23.5%
NoB Norfolk loamy fine sand, 2 to 6
percent slopes
18.6 33.3%
Ra Rains fine sandy loam, 0 to 2
percent slopes, Atlantic
Coast Flatwoods
8.2 14.7%
Totals for Area of Interest 55.8 100.0%
Soil Map—Pender County, North Carolina Coastal Septic Solutions
Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
9/27/2021
Page 3 of 3