NCG550018_Regional Office Historical File Pre 2018

Arai
NCDENR .
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue,GovernorR E ee r
• e Sull s, re or
CERTIFIED MAIL ITEM 7002 0860 0006 5836 1844—RETURN RECEIPT RWESTED
January 22, 2009
Mr. Timothy L. Smitherso".. UCNn
921 Forestbrook Drive DWQ-Surface Water Protection
Gastonia, N.C. 28056-0666
Subject: Certificate of Coverage NCG550018
106 Eastwood Drive
Gaston County
Dear Mr. Smithers:
The subject Certificate of Coverage under General Permit NCG550000 expired on July
31. 2007. You no longer have a permit to discharge wastewater.
A recent site inspection showed that no system was ever installed at 106 Eastwood Drive. Given
the lack of any installed components and the lack of any residence at the site, the Division is
closing the file on this expired CoC.
If in the future you wish to discharge wastewater to the State's surface waters, you must first
apply for and receive a new Certificate of Coverage. Discharge of wastewater without a valid
NPDES permit could subject you to a civil penalty of up to $25,000 per day.
If you have questions about this matter, please contact Charles Weaver of my staff at the
telephone number or address listed below.
Sincerely,
���Z�U/�cloy?
en H. Sullins
cc: entral Files
ooresville Regio y • a �„; it, /
NPDES Permit file
Fran McPherson,DWQ Budget Office
1617 Mail Service Center,Raleigh,North Carolina 27699-1617 One
512 North Salisbury Street,Raleigh,North Carolina 27604 NorthCarolina
Internet:www.ncwaterquality.org
Phone: [phone]/FAX [phone] Naturally charles.weaver@ ncmail.net
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NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Michael F. Easley, Governor Willi "^' 4 VE
u or
CERTIFIED MAIL ITEM 7002 3150 0003 7052 6645 JAN 2 9 2008
RETURN RECEIPT REQUESTED
January 24, 2008 NC DENR MRO
Mr. Timothy L. Smithers DWQ-Surface Water Protection
921 Forestbrook Drive
Gastonia, NC 28056-0666
Subject: Wastewater disposal at 106 Eastwood Drive
Certificate of Coverage NCG550018
Gaston County
Dear Mr. Smithers:
Gaston County tax records list you as the owner of the subject property. We are contacting you to
determine the status of a wastewater disposal system at the site. That system was previously covered under a
state NPDES discharge permit.
An audit of expired/unresolved files noted that coverage for your system expired in July 2007. The
Division needs information from you to determine if coverage under NCG550000 [the General Permit for
domestic wastewater] is still necessary.
➢ If your property has a wastewater system like the ones described in the enclosed Technical
Bulletin, you must renew the subject CoC. Complete the enclosed form and submit it to me at the
address on the form.
➢ If you are not sure what type of system your property has, contact Michael Parker in the NC
DENR Mooresville Regional Office at 704 663-1699. He [or other staff members] can help you
determine if you should renew your CoC.
➢ If you know that your property no longer discharges wastewater, contact me at the address or
phone number listed below to request rescission of the CoC.
I have enclosed the pages from our files that describe the system. The last Certificate of Coverage was
issued in September 2001. If you have any questions concerning this matter, please contact me at the
telephone number or e-mail address listed below. Thanks for your attention to this matter.
Sincerely,
Charles H. Weaver, Jr.
NPDES Unit
cc: Central Files
NP S file
1617 Mail Service Center,Raleigh,North Carolina 27699-1617 One
512 North Salisbury Street,Raleigh,North Carolina 27604 NorthCarolina
Phone: [phone],extension 511/FAX [phone]/[e-mail] Naturally
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NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Michael F. Easley, Governor January 5, 2006 William G. Ross,Jr., Secretary
Alan W. Klimek, P.E., Director
Timothy Lee Smithers
4521 Regal Oaks Road V
Gastonia,NC 28056
(� 1 .,- ( Subject: NPDES Permit NCG550018
�•'or Gaston County
Dear Mr. Smithers <or> Current Occupant:
Our files indicate that a domestic wastewater discharge permit was issued to Timothy Lee
Smithers for a domestic wastewater discharge from the subject single family residence. The
Surface Water Protection Section requests that you contact our staff if you do not have a copy of
the current permit, if a change in property ownership has occurred, or should you have any
questions regarding system operations and monitoring requirements.
Pursuant to the conditions of North Carolina General Permit NCG550000, the following
documentation is required to be maintained, and readily available for inspection for a period of at
least three (3) years:
O All operation and maintenance activities relating to the wastewater treatment system
O Analytical monitoring results for the parameters listed in Part I, Section A — "Effluent
Limitations and Monitoring Requirements — Final" to be performed annually by a North
Carolina Certified Laboratory
O Inspections of septic tank and disinfection/dechlorination apparatus (if applicable)
Thank you in advance for your cooperation. Should you have any questions concerning
this matter, please contact me at [phone].
Sincerely,
4,
J nes B. Bealle III
Environmental Technician
enclosures
cc: Gaston County Environmental Health Department
Mooresville Regional Office One
610 East Center Avenue,Suite 301,Mooresville,North Carolina 28115 North rot•Phone: [phone]/Fax:[phone]/Internet:h2o.enr.state.nc.us
An Equal Opportunity/Affirmative Action Employer—50%Recycled/10%Post Consumer Paper Naturally

OF W Al 9 t v Michael F.Easley
�0 pG Governor
. William G.Ross Jr.,Secretary
Department of Environment and Natural Resources
Greg J.Thorpe,Ph.D,Acting Director
Division of Water Quality
September 28,2001 : 2001
Mr.Timothy Lee Smithers
4521 Regal Oaks Road
Gastonia, NC 28056
Subject: General Permit NCG550000
Cert. of Coverage NCG550018
Authorization to Construct
Timothy Lee Smithers Residence
Gaston County
Dear Mr. Smithers:
In accordance with your request for an authorization to construct received June 25,2001 by the Division,
authorization is hereby granted by this letter for the construction of a 480 GPD wastewater treatment system consisting of
a 1500 gallon capacity septic tank, adjustable cap distribution box, 484 square foot(22'X22') primary sandfilter,with a
loading rate of not more than 1.15 GPD/square foot, 216 square foot (18'X 12') secondary sandfilter with a loading rate of
not more than 2.30 GPD/square foot, chlorinator, chlorine contact tank, and rip rap aeration with a discharge of treated
wastewater into an unnamed tributary to Catawba River classified WS-V waters in the Catawba River Basin. All elbow
piping must be of the long sweeping type. All cleanouts are to be housed in meter boxes below the surface. This system
must be at least 10 feet from the dwelling and property lines and at least 100 feet from water supply wells on and off the
site. The system must also be constructed and located above a 100 year flood. Sandfilters must be lined with a minimum
30 mil polyethylene liner.
If any parts, measurement frequencies or sampling requirements contained in this general permit are
unacceptable to you, you have the right to submit an individual permit application and letter requesting coverage under an
individual permit. Unless such demand is made, this decision shall be final and binding. Please take notice this permit is
not transferable. Part II, E.4. addresses the requirements to be followed in case of change of ownership or control of this
discharge.
The Authorization to Construct is issued in accordance with Part III, Paragraph 2 of NPDES Permit No.
NCG550000, and shall be subject to revocation unless the wastewater treatment facilities are constructed in accordance
with the conditions and limitations specified in Permit No. NCG550000.
In the event that the facilities fail to perform satisfactorily, including the creation of nuisance conditions, the
Permittee shall take immediate corrective action, including those as may be required by this Division, such as the
construction of additional or replacement wastewater treatment or disposal facilities.
The Mooresville Regional Office,telephone number 919/663-1699, shall be notified at least forty-eight(48) hours
in advance of operation of the installed facilities so that an in-place inspection can be made. Such notification to the
regional supervisor shall be made during the normal office hours from 8:00 a.m. until 5:00 p.m.on Monday through Friday,
excluding State Holidays.
Upon completion of construction and prior to operation of this permitted facility, a certification must be received
certifying that the permitted facility has been installed in accordance with the NPDES Permit,the Certificate of Coverage,
this Authorization to Construct and the approved plans and specifications. Mail the Certification to the Stormwater and
General Permits Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617.
A copy of the approved plans and specifications shall be maintained on file by the Permittee for the life of the
facility.
A trim
NMENR
Customer Service Division of Water Quality 1617 Mail Service Center Raleigh,NC 27699-1617 [phone]
1 800 623-7748

�O� M
W AT
Michael F.Easle
O
Governor
William G.Ross Jr.,Secretary
>_ Department of Environment and Natural Resources
• Greg J.Thorpe,Ph.D,Acting Director
Division of Water Quality
The sand media of the sandfilters must comply with the Division's sand specifications. The engineer's certification
will be evidence that this certification has been met.
A leakage test shall be performed on the septic tank and dosing tank to insure that any exfiltration occurs at a rate
which does not exceed twenty (20) gallons per twenty-four (24) hour per 1,000 gallons of tank capacity. The engineer's
certification will serve as proof of compliance with this condition.
Failure to abide by the requirements contained in this Authorization to Construct may subject the Permittee to an
enforcement action by the Division of Water Quality in accordance with North Carolina General Statute 143-215.6A to
143-215.6C.
The issuance of this permit does not preclude the Permittee from complying with any and all statutes, rules,
regulations,or ordinances which may be required by the Division of Water Quality or permits required by the Division of
Land Resources,the Coastal Area Management Act or any Federal or Local other governmental permit that may be
required.
If you have any questions or need additional information, please contact Mack Wiggins, telephone number
919/733-5083.
Sincerel
t IF•
. .a.` :;Y
.,i1LLS
Gregory J.Thorpe, Ph.D
cc: Central Files
.Qyahty
Roosevelt Childress, EPA
Point Source Compliance Enforcement Unit
Gaston County Health Department
Jerry W. Cook, P.E., Delta-Tek, Inc.
ALTA
KDENR
Customer Service Division of Water Quality 1617 Mail Service Center Raleigh,NC 27699-1617 [phone]
1 800 623-7748

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IF
State of North CarolinaRONMENT, rTIR
r NATURAL RESOURCE!
Department of Environment Ai
A
and Natural Resources w� DEPT. CAN
�nnf
Division of Water Quality =-__
......... ......
linuON OF FNVOIONIMITAI MANA6ErE NcDENR
James B. Hunt, Jr., Governor VONE9VIllt lifUnic ()met
Bill Holman, Secretary
Kerr T. Stevens, Director NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
January 2,2001
Mr.Timothy Lee Smithers
4521 Regal Oaks Road
Gastonia,North Carolina 28056
Subject: NPDES Permit Modification—Name/Ownership Change
Permit NCG550018
Timothy Lee Smithers
(Formerly Thomas A Grizzle)
Gaston County
Dear Mr. Smithers:
In accordance with your request received December 29,2000,the Division is forwarding the subject permit
modification. This modification documents the change in name at the subject facility. All other terms and conditions in the
original permit remain unchanged and in full effect. This permit modification is issued under the requirements of North
Carolina General Statute 143-215.1 and the Memorandum of Agreement between North Carolina and the U. S.Environmental
Protection Agency dated December 6, 1983.
If any parts,measurement frequencies or sampling requirements contained in this permit modification are
unacceptable to you,you have the right to an adjudicatory hearing upon written request within thirty(30)days following
receipt of this letter. This request must be a written petition conforming to Chapter 150B of the North Carolina General
Statutes,filed with the Office of Administrative Hearings,Post Office Drawer 27447,Raleigh,North Carolina 276 1 1-7447.
Unless such demand is made, this decision shall be final and binding.
This permit does not affect the legal requirement to obtain other permits which may be required by the Division of
Water Quality,the Division of Land Resources,Coastal Area Management Act,or any other Federal or Local government
permit that may be required. If you have any questions concerning this permit,please contact Valery Stephens at the
telephone number or address listed below.
Sincerely,
rKerr T. Stevens
(4
cc: Central Files
itatmewilleRetitynglaffidotaVaterQualitygadimi
NPDES Unit
Point Source Compliance Enforcement Unit
1617 Mail Service Center,Raleigh,North Carolina 27699-1617 919 733-5083,extension 520 (fax)919 733-0719
VISIT US ON THE INTERNET @ http://h2o.enr.State.nc.us/ [e-mail]

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
GENERAL PERMIT NO.NCG550000
CERTIFICATE OF COVERAGE No. NCG550018
TO DISCHARGE DOMESTIC WASTEWATERS FROM SINGLE FAMILY RESIDENCE AND OTHER
DISCHARGES WITH SIMILAR CHARACTERISTICS UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1,other lawful standards and
regulations promulgated and adopted by the North Carolina Environmental Management Commission,and the
Federal Water Pollution Control Act,as amended,
Timothy Lee Smithers
is hereby authorized to operate a wastewater treatment facility which includes a septic tank,sand filter,and
associated appurtenances with the discharge of treated wastewater from a facility located at
Eastwood Drive-Residence
Belmont,North Carolina
Gaston County
to receiving waters designated as an unnamed tributary to Catawba River, in the Catawba River Basin in accordance
with the effluent limitations,monitoring requirements,and other conditions set forth in Parts I,II,III and IV hereof.
This certificate of coverage shall become effective January 5,2001.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day January 5,2001. err T. Stevens,Director
ivision of Water Quality
By Authority of the Environmental Management Commission

State of North Carolina
Department of Environment, •Health and Natural Resources 1 • •
Division of Water Quality
James B. Hunt, Jr., Governor • p E H N
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director ti; ''1R' July 21, 1997
fir NA?:Ia. • J Y
Thomas Andy Grizzle APR r
1205 Dennis Blvd
Moncks Corner,SC 29461 omo - V_31*
Subject: Certificate of Coverage No. NCG550018
Renewal of General Permit
Grizzle, Thomas A. - Residence
Gaston County
Dear Permittee:
In accordance with your application for renewal of the subject Certificate of Coverage, the Division is forwarding
the enclosed General Permit. This renewal is valid from the effective date on the permit until July 31, 2002. This
permit is issued pursuant to the requirements of North Carolina General Statute 143-215 .1 and the Memorandum of
Agreement between North Carolina and the U.S. Environmental Protection Agency dated December 6, 1983. If any
parts,measurement frequencies or sampling requirements contained in this permit are unacceptable to you,you have
the right to request an individual permit by submitting an individual permit application. Unless such demand is
made, this Certificate of Coverage shall be final and binding.
The Certificate of Coverage for your facility is not transferable except after notice to the Division. Use the enclosed
Permit Name/Ownership Change form to notify the Division if you sell or otherwise transfer ownership of the
subject facility. The Division may require modification or revocation and reissuance of the Certificate of Coverage.
If your facility ceases discharge of wastewater before the expiration date of this permit, contact the Regional
Office listed below at [phone]. Once discharge from your facility has ceased, this permit may be rescinded.
This permit does not affect the legal requirements to obtain other permits which may be required by the Division of
Water Quality, the Division of Land Resources, Coastal Area Management Act or any other Federal or Local
governmental permit that may be required.
If you have any questions concerning this permit,please contact the NPDES Group at the address below.
Sincerely,
•
1.),-tel:44—
fie17 A. Preston Howard,Jr., P.E.
cc: Central Files
11r ooxesvi1
NPDES Group
Facility Assessment Unit
P.O. Box 29535, Raleigh, North Carolina 27626-0535 [phone] FAX[phone] p&[e-mail]
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STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT, HEALTH, AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
GENERAL PERMIT NO. NCG550000 .
CERTIFICATE OF COVERAGE NO. NCG550018
TO DISCHARGE DOMESTIC WASTEWATERFROM SINGLE FAMILY RESIDENCES
AND OTHER DISCHARGES WITH SIMILAR CHARACTERISTICS UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful standards
and regulations promulgated and adopted by the North Carolina Environmental Management
Commission, and the Federal Water Pollution Control Act, as amended,
Thomas Andy Grizzle
is hereby authorized to operate a wastewater treatment facility which includes a septic tank, sand filter
and associated appurtenances with the discharge of treated wastewater from a facility
located at
Grizzle,Thomas A. -Residence
Eastwood Dr.-Beechbrooksub.
Belmont
Gaston County
to receiving waters designated as subbasin 30836 in the Catawba River Basin
in accordance with the effluent limitations, monitoring requirements, and other conditions set forth
in Parts I, II, III and IV of General Permit No. NCG550000 as attached.
This certificate of coverage shall become effective August 1, 1997.
This certificate of coverage shall remain in effect for the duration of the General Permit.
Signed this day July 21, 1997.
•
•
1.),f,;4 -4 �a�1kLGlt�
fel/A. Preston Howard, Jr., P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission

pirf North Carolina
ment of Environment,
Health and Natural Resources T3scir, • A.
Division of Environmental Management
...N r
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary p E H N F .
A. Preston Howard, Jr., P.E., Director
•
N.C.DEFT. OF
ENVIRONMENT. HE�'t�rch 31, 1994
& NATURAL RF.BOUR
APR 6 1994
Thomas Andy Grizzle
3 Cassamia Place IpITAI MAt 1i
Belmont, NC 28012 IMO 9 ma OBE
Subject: General Permit No. NCG550000
Grizzle Residence
COC NCG550018
Gaston County
Dear Mr. Grizzle:
In accordance with your application for discharge permit received on January 5, 1994, we are
forwarding herewith the subject certificate of coverage to discharge under the subject state - NPDES general
permit. This permit is issued pursuant to the requirements of North Carolina General Statute 143-215 .1 and the
Memorandum of Agreement between North Carolina and the US Environmental Protection agency dated
December 6, 1983.
If any parts, measurement frequencies or sampling requirements contained in this permit are
unacceptable to you, you have the right to request an individual permit by submitting an individual permit
application. Unless such demand is made, this certificate of coverage shall be final and binding.
Please take notice that this certificate of coverage is not transferable except after notice to the Division
of Environmental Management. The Divsion of Environmental Management may require modification or
revocation and reissuance of the certificate of coverage.
This permit does not affect the legal requirements to obtain other permits which may be required by the
Division of Environmental Management or permits required by the Division of Land Resources, Coastal Area
Management Act or any other Federal or Local governmental permit that may be required.
If you have any questions concerning this permit, please contact Mr. Mack Wiggins at telephone number
919/733-5083.
Sincerely,
Original Signed By
David A. Goodrich
A. Preston Howard, Jr.,P. E.
cc: Fran McPherson
e
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
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STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT, HEALTH,AND NA AI:••! '!- Tel#CES
DIVISION OF ENVIRONMENTAL MANA� I+lE► 7�ENT'
Qu ,
CERTIFICATE OF COVERAGE AP/4 6 1994
GENERAL PERMIT NO. NCGi 18
et �'fAi MA#
TO DISCHARGE DOMESTIC WASTEWATERS FROM SINGLE FAMILY membpyipliefigiirHER
DISCHARGES WITH SIMILIAR CHARACTERISTICS UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful standards and
regulations promulgated and adopted by the North Carolina Environmental Management Commission, and the
Federal Water Pollution Control Act,as amended,
Thomas Andy Grizzle
is hereby authorized to construct and operate a 360 GPD wastewater treatment facility consisting of a septic tank,
dual sand filters,chlorination,post aeration and associated appurtenapces with the discharge of treated wastewater
from a facility located at the
Grizzle Residence
on Eastwood Drive
Gaston County
to receiving waters designated as an unnamed tributary to Catawba River in the Catawba River Basin
in accordance with the effluent limitations,monitoring requirements, and other conditions set forth in Parts I,II,III
and IV hereof.
This certificate of coverage shall become effective March 31, 1994
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day March 31, 1994
Original Signed By
David A. Goodrich
A.Preston Howard,Jr.,P.E.,Director
Division of Environmental Management
By Authority of the Environmental Management Commission

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roan 1 Page 1 of 2
Gaston County, NC
Office of the Director of Revenue, GIS Division
Disclaimer:The information provided is not to be considered as a Legal Document or Description.The Map and Parcel Data is
believed to be accurate,but Gaston County does not guarantee its accuracy.Values based on last general reappraisal-2003
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PARCEL INFO
Parcel# PIN# Physical Address
186878 3574-37-6699 4521 REGAL OAKS RD
ACREAGE Deed Book Deed Page Plat Book Plat Page
0.410 4070 0970 037 041
TAX DISTRICT LEGAL DESCRIPTION
NEW HOPE FD 380 COUNTRY MEADOWS BLK B L 9
Structure Info OWNER INFO
STRUCTURE TYPE YEAR BUILT HEATED SF BASEMENT BEDROOMS BATHS OWNER
Residential 1 Story 1983 1068 N 3 2.0 TORRES VILMA
VALUATION INFORMATION 4521 REGAL OAKS LN
LAND VALUE IMPROVEMENT VALUE TOTAL VALUE
GASTONIA NC 28056-0000
$22,500 $82,980 $105,480 JANUARY I OWNER
Parcel Data History TORRES VILMA
TAX DEED DEED DATE INDICATED SALES REVENU
YEAR BOOK PAGE INSTRUMENT RECORDED AMOUNT STAMPS DEED NAME
http://egov 1.co.gaston.nc.us/website/ParcelDataSite/PrintPage/PrintPage.aspx?ParNum=18... 1/13/2006

/Selection Results Page 1 of 2
Parcel Information
Effective Date of Value 01/01/2005
Tax Parcel Metadata
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186878
Click to enlarg_e image!
Tax Field Name Tax Information
PID# 186878
PIN# 3574-37-6699
NEIGH HOOD# 7788
NEIGH HOOD NAME COUNTRY MEADOWS 15-40/41
OWNER ID# 1430084
CURRENT OWNER 1 TORRES VILMA
CURRENT OWNER 2
MAILING ADDRESS 1 4521 REGAL OAKS LN
MAILING ADDRESS 2
CITY GASTONIA
STATE NC
ZIP CODE 28056-0000
JAN1 OWNER 1 TORRES VILMA
JAN1 OWNER 2
PROPERTY ADDRESS 4521 REGAL OAKS RD
DEED BOOK 4070
DEED PAGE 0970
DEED TYPE WD1
SALES AMOUNT $87,500
DEED RECORDING DATE 10/14/2004
PLAT BOOK 037
PLAT PAGE 041
LEGAL DESC 1 COUNTRY MEADOWS
LEGAL DESC 2 BLK B L 9
STRUCTURE CODE# R1
STRUCTURE TYPE Residential 1 Story
YEAR BUILT 1983
SQ FT 1068
BASEMENT NO
#BEDROOMS 3
#BATHS 2
MULTI-STRUCTURES NO
ACREAGE 0.41
DISTRICT CODE 380
TAX DISTRICT NEW HOPE FD
http://egov 1.co.gaston.nc.us/servlet/com.esri.esrimap.Esrimap?ServiceName=MS2003 Parc... 1/13/2006

/Selection Results Page 2 of 2
TOWNSHIP CODE 15
TOWNSHIP DESC SOUTH POINT TOWNSHIP
VOLUNTARY AG DIST No
LAND VALUE $22,500
IMPV.VALUE $82,980
TOTAL VALUE $105,480
PRESENT USE VALUE ASSESSMENT NO
Your search criteria: Physical Address regal oaks
All 0 values are pending notification Values based on last general reappraisal-2003
http://egov l.co.gaston.nc.us/servlet/com.esri.esrimap.Esrimap?ServiceName=MS2003Parc... 1/13/2006

Map of McAdenville,NC by MapQuest Page 1 of 2
MAp Free Credit Scores! See Your
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Excellent 750-840
Good 660-749
Fair 620-659
Poor 450-619
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Yes x No If No, explain:
8 . Topography (relationship to flood plain included) : Sloping
toward the creek at the rate of 8 to 10%. The site is not
located in a flood plain.
9. Location of nearest dwelling: The nearest dwelling is
approximately 200 feet from the site.
10. Receiving stream or affected surface waters: Unnamed
tributary to Catawba River.
a. Classification: WS-V
b. River Basin and Subbasin No. : Catawba 030836
c. Describe receiving stream features and pertinent
downstream uses: The receiving stream flow was
approximately 5 feet wide and 3 to 4 inches deep at the
time of investigation. There are no known users
downstream.
PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1. a. Volume of wastewater to be permitted: 0. 000450 MGD
(Ultimate Design Capacity)
b. What is the current permitted capacity of the
wastewater treatment facility? N/A
c. Actual treatment capacity of the current facility
(current design capacity) ? N/A
d. Date (s) and construction activities allowed by previous
Authorizations to Construct issued in the previous two
years: N/A
e. Please provide a description of existing or
substantially constructed wastewater treatment
facilities: N/A
f. Please provide a description of proposed wastewater
treatment facilities: The proposed wastewater
treatment facilities will consist of a septic tank, a
sand filter, chlorination and contact chamber.
g. Possible toxic impacts to surface waters: None other
NPDES Permit Staff Report
Page 2

h. Pretreatment Program (POTWs only) : N/A
2 . Residuals handling and utilization/disposal scheme:
a. If residuals are being land applied, please specify DWQ
Permit No. : N/A
d. Other disposal/utilization scheme (specify) : Waste
sludge to be removed by a septic tank contractor as
needed.
3. Treatment plant classification (attach completed rating
sheet) : Class I
4 . SIC Code (s) : 9999
Wastewater Code (s) of actual wastewater, not particular
facilities, i.e. , non-contact cooling water discharge from a
metal plating company would be 14, not 56.
Primary: 04 Secondary:
Main Treatment Unit Code: 44007
PART III - OTHER PERTINENT INFORMATION
1. Is this facility being constructed with Construction Grant
Funds or are any public monies involved (municipals only) ?
N/A
2 . Special monitoring or limitations (including toxicity)
requests: N/A
3. Important SOC, JOC or Compliance Schedule dates: (please
indicate)
4 . Alternative Analysis Evaluation: Has the facility evaluated
all of the non-discharge options available. Please provide
regional perspective for each option evaluated.
Spray Irrigation: Space is very limited for such activity.
Connection to Regional Sewer System: There is no sewer line
in the vicinity.
Subsurface: Soil condition is poor. Application for a
septic system has been denied.
NPDES Permit Staff Report
Page 3

Other Disposal Options: N/A 111111
5. Air Quality and/or Groundwater concerns or hazardous
materials utilized at this facility that may impact water
quality, air quality, or groundwater: N/A
6. Other Special Items: The original permit was issued to a
former owner of the property. However, the previous owner
did not construct any wastewater treatment facilities.
PART IV - EVALUATION AND RECOMMENDATIONS
Mr. Smithers has applied for a permit to construct a surface
sand filter system for one residence on lots 23 and 24 .
This office obtained a letter from the Gaston County Health
Department stating that lots 17, 18, 23, and 24 in Beechbrook
Subdivision, Block 3, are not suitable for any type of ground
absorption wastewater system.
The discharge for the facility is proposed to be into a dry
ditch tributary to the creek. It is recommended that the
discharge pipe be extended to the creek which borders the
property.
Pending receipt and approval of the waste load allocation,
it is recommended that the NPDES permit be issued with the above
condition.
•
Vignature of R- .o t Preparer
D
Water Quality R ional Supervisor
g l7 0/
Date
NPDES Permit Staff Report
Page 4

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--- -•. - _. _ ^cn. nr_ICAL SURVEY.WASHINGTON. D.C. 20242 - _

WATER POLLUTION CONTROL SYSTEM OPERATORS
CERTIFICATION COMMISSION
CLASSIFICATION
RATING SHEET FOR WATER POLLUTION CONTROL SYSTEMS
FACILITY INFORMATION:
NAME OF FACILITY: 7-7/-to i hy Z Sr>,jff04°f
MAILING ADDRESS: 4 2 / IF -G o 4-,C d.
7b,v, , ar_ c . 2
COUNTY: 6,19.„-
CONTACT PERSON: %//'oily S/yi/7/ J TELEPHONE: (7a •) yZ.4_g 3 /
PERMIT NO: A/C o/S- Check One: NC WQ HEALTH DP
ORC: TELEPHONE: ( )
RATING INFORMATION: (Before completing this section,please refer to pages 2-4)
PERMITTED FLOW: o , a o 4�� MGD BNR? YES NO
CHECK CLASSIFICATION: WASTEWATER: 1 ✓ 2 3 4.
COLLECTION: 1 2 3 4
SPRAY IRRIGATION SUBSURFACE LAND APPLICATION
PHYSICAL/CHEMICAL GRADE I GRADE II
RATED BY: S9rl. 26u-4i ( REGION: HA:0 DATE: S—/7—a 1
REGIONAL OFFICE TELEPHONE NUMBER: (P4) 6&?-/(q°j EXT: 7 Z r

O°\I A T / Michael F. Easley
Or V Governor
(JD 1SC))61 William G. Ross,Jr.,Secretary
Department of Environment and Natural Resources
Kerr T.Stevens
Division of Water Quality
June 25, 2001
Jerry Cook, P.E. �, I
Delta-Tek, Inc.
PO Box 1195
Gastonia, NC 28053
Subject: Application No. NCG550018 NC DEPT.OF ENVIRONMENT
Timothy Lee Smithers ResidenceAND NATURAL RESOURCES_,
A/REBVILL:,f -"'
Gaston County <.i3,c .�bLfFlC
Dear Mr. Jerry Cook:
This is to acknowledge receipt of the following documents on June 20, 2001: JUL 0 2 2001
Completed Notice of Intent (Application form),
Engineering Proposal (for proposed control facilities),
Request for certificate of coverage
Application processing fee of $00.00. WATER a'.yf 't SEC 'ON
Engineering Economics Alternatives Analysis,
X Engineering Plans and Specifications
Local Government Signoff,
Source Reduction and Recycling,
Interbasin Transfer,
X Other: Authorization to Construct request.
_�(7W
The items checked below are needed before review can begin: G1 �r✓' 1" C-- 2c O 5
Completed Notice of Intent (Application Form),
Engineering proposal (see attachment),
Application Processing Fee of$00.00,
Delegation of Authority (see attached), 1 �Jv
Biocide Sheet (see attached),
Engineering Economics Alternatives Ana �_lysis, �C (✓C ©
Engineering Plans and Specifications
Local Government Signoff,
Source Reduction and Recycling,
Interbasin Transfer,
Other:
If the application is not made complete within thirty (30) days, it will be returned to you and may be resubmitted when
complete.
'Mi
NCDENR
Customer Service Division of Water Quality 1617 Mail Service Center Raleigh,NC 27699-1617 [phone]
1 800 623-7748

WATF r
\O�� 9pG Michael F. Easley
Governor
rWilliam G. Ross,Jr.,Secretary
>_ Department of Environment and Natural Resources
T Kerr T.Stevens
Division of Water Quality
This application has been assigned to Mack Wiggins (919/733-5083) Ext. 542 of our Permits Unit for review. You will be
advised of any comments, recommendations, questions or other information necessary for the review of the application.
I am, by copy of this letter, requesting that our Regional Office Supervisor prepare a staff report and recommendations
regarding this discharge. If you have any questions regarding this application, please contact the review person listed
above.
Sincerely,
•
its
;71/14 '
ck Wiggins
Stormwater and General Permits Unit
cc: Mooresville Regional Office
Permit Application File
RICDENR
Customer Service Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 [phone]
1 800 623-7748

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P.O. Box 1195
Gastonia,N.C. 28053

NPDES Submittal Requirements and Design Criteria
for New Single Family Discharges
(for single pass sand filters)
•
In addition to the design requirements found in the regulations,
the following criteria must be met
•Y I. Certificate of Coverage (COC)and Authorization to Construct(ATC)Submittal Requirements.
For a COC/ATC package to be considered complete it shall include:
a) Letter requesting a Certificate of Coverage and an Authorization to Construct.
Opr lrb) Initial General permit application fee of $50.00. No AtoC fees.
l ) Completed original COC Application with two copies.
IA) Three sets of plans and specifications of proposed treatment system (See Part II).
�J fp) Existing septic tank to be used must be pumped and serviced. Copy of service receipt must be
A submitted with application submittal.
tI. Plan Submittal Reauirements
�To be considered complete each set of Plans shall:
►' a) Include a scaled Site Plan showing the following:
1/ 1) Property boundaries, residence, system layout and the point of discharge.
✓2) Mark the distance from the closest treatment component to:
✓ a) the property line.
V b) the dwelling or residence.
'#c) any existing or proposed wells on the site. 4
-d) any wells on adjacent properties. p/.
✓e) any lake, stream, canal, marsh, reservoir or drainageways.
3) Meet all buffer requirements of 2H .0219 which (for subsurface systems) include:
, (-4.a) any Class I or II impounded reservoir used as a source of drinking water dlA 100 feet
✓b) any other lake, stream, canal, marsh, or coastal waters(except class SA&SB) 50 feet
Vc) any building foundation or upslope drainage systems 10 feet
Vd) any downslope drainage system (drains or surface water diversions) 25 feet
( ) any basement or swimming pool 15 feet
f) any property line 10 feet
N p►g) any potable well and adjacent property wells 100 feet
/ /h) any top of slope embankments 15 feet
" b) Include a Detail of each major treatment component(septic tank, distribution box, sand filters,
,chlorinator, chlorine contact and rip rap or cascade aeration). Show the following:
1) scaled plan and sectional views of each component.
A? size, capacity, and material of construction of each component.
Inlet and outlet elevations of the septic tank, distribution box, sand filters and disinfection
units or relative elevations.
41 .c) Include Specifications for each manufactured or off-the-shelf unit (i.e. the tablet chlorinator,
precast units). lb $C c4.sm)-ft'D Af 'rest H$, men gY Coi‘r'l,4 7 oit
" III. Wastewater Treatment System Design
e esgn Criteria o
a) t m i FI
System design flow must be based on a minimum 120 gallons per day (GPD) per bedroom. The
minimum design will be 240 GPD and not greater than 1000 GPD.
A. z 7
ATC criteria for SFRs. 10/19/00

. /
V b) Distribution Box
Distribution box must be shown in detail and insure equal distribution of wastewater into parallel
sand filters or distribution lines. DWQ recommends the adjustable cap type.
C) Septic Tank(septic tanks shall be designed in accordance with 18A NCAC .1952& .1954)
�1) The septic tank shall be sized to provide a minimum of 1 day detention time at design flow.
Minimum capacity of a 1000 gallons is required.
% 3) The recommended size for homes with garbage disposals is 1250 gallons. — i50O y oG
IA) Soil cover over all access ways(tanks, etc.) shall not exceed 3 inches.
) The tank shall be baffled to ensure no short circuiting of the flow.
Vd) Single Pass Sand filters
Sand filters must have an application flow rate not to exceed:
`� 1) Hydraulic Loading -Subsuface primary sandfilter 1.15 gpd/ft2
-Subsurface secondary sandfilter 2.30 gpd/ft2
-Surface sand filters 3.40 gpd/ffz
/2) Filter media shall meet the following specifications:
a) Effective size 0.35-0.50 mm
b) Uniformity Coefficient less than 3.0
4 c) Dust content less than 0.5%
Plan and section views of sandfilter must be shown to scale in the design with length(s)
and width(s)designated on the plans.
✓) Clean washed gravel and clean washed crushed rock must be useds in sandfilters.
--i 5) Geo-cloth must separate the top soil cover from the filter gravel and crushed stone.
le) Disinfection
/ Easy access to the unit must be provided for periodic inspection and maintenance.
t/ 1) Chlorination
a) Tablet chlorinator must be provided and shown in detail with proper size designated.
b) Chlorine contact tank must be baffled and have at least 30 minutes detention time.
Plans of the contact tank must be submitted to show section views with dimensions.
2) O e methods of disinfection (such as'ultraviolet disinfection)
jai bi XPla and specifications must clearly show operation, maintenance, repair procedures,
siz s, etc. Include manufacturer's specifications.
f) Dechlorination-(Required if using chlorination and discharging to trout class waters)
Tablet type with proper size designed to ensure contact with all of the flow.
g) Post Aeration
Cascade aeration can be achieved by effluent flowing over rip rap.
/h) Pipes and lines
i/ 1) The slope of the pipe connecting the house to the septic tank shall be equal to or greater
than 2%, but not more than 5%.
�2) The discharge pipe must be covered to a minimum depth of 18 inches.
3) Flow from the receiving stream back into the system shall be prevented.
V) Distribution lines and filtrate collection lines in sandfilters must not be less than 3 inches in
diameter, 4 inches in diameter (4 inch PVC schedule 40) is recommended (smaller if
/ pressure dosed).
v 5) Filter distribution lines shall have a slope of <2%. Underdrain lines shall have a slope of 0 to
1%.
�6) Filters must be vented to the surface from the underdrain line for additional aeration and
snaking.
Po. 3/7
ATC criteria for SFRs. 10/19/00

V 7) The filters shall be lined with an impermeable membrane which will be a minimum of as 30
mil in thickness.
V
A Miscellaneous
1) The wastewater treatment system must be constructed and installed in a manner to be
• protected from a 100 year flood.
2) Sta d y power is required when both a and b apply:
a) omes which may generate wastewater during a power outage, and
b) mes where power is required for disinfection.
•
•
. 4, 1
ATC criteria for SFRs. 10/19/00

Sand filter images*
Yvw W /N 4- f .
•
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_j" fit► 4 ; • Sand filter pit.
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tfl
''"'`` '' ' ' ''''' ''w'- Lined with sand.
•- Add a thick liner. Recirculating sand filters can also be constructed in large septic tanks
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3/27/01

Sand filter images$
r
p x.: ' Layer gravel.
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- Smoothing the gravel.
•
3/27/01

Sand filter images/
1111\oak, ,
•
•
•
A finished sand filter. They should not be covered with soil and turf because they require air circulation
and maintenance. This type of landscaping is more appropriate.
3/27/0l

t
SINGLE PASS SAND FILTER
FOR
TIM SMITHERS
106 EASTWOOD DRIVE
BELMONT,. N.C. 28012
BY:
DELTA-TEK, INC.
P.O. BOX 1195
GASTONIA, N.C. 28053
(-1;2
-g ei, Cot4.
JE W. COOK, PE
ENGINEER
'FAH CAROM
'
'VIM/NA'� S; �
; <:
: SEAL t
• 21066 •
,,,,QR N•••. .Coo,,, y a J

SPECIFICATIONS
FOR
SINGLE PASS SAND FILTER
Tank Specifications
All tanks and containers used in a sand filter system must be watertight, otherwise the sand
filter systems will not function properly. Leaks will allow groundwater to infiltrate into tanks
and be pumped onto filters, subsequently overloading them. Similarly, under deep groundwater
conditions, wastewater leaking out of a septic tank will not be dosed to the sand filter and
treatment will be short circuited.
All septic,recirculation and pump tanks should be either vacuum tested or water tested with
their access risers in place before use. It is recommended that any tank used in a sand filter
system be guaranteed watertight by the tank manufacturer, the installer, or the designer doing
construction oversight. All tanks shall have a watertight riser to grade at both the inlet and
outlet end for servicing. All seams or joints in, and between, the septic tank and riser shall be
watertight. The risers should be mechanically bonded to the tank in a way that provides both
structural integrity and watertightness_All inlet and outlet pipes to the tank shall also have
strong mechanical bonds that are watertight.
•
To water test a tank,seal the tank inlet and outlet.Next,fill the tank with tap water to 2 to 4
inches above the joint between the riser and tank and let stand for 24 hours. If there is a water
loss,refill, mark the water level and stand for two more hours. There should be no
additional water loss.
Vacuum testing of tanks should be done by a gnalified contractor or tank manufacturer
experienced in performing this procedure. It is recommended that the tanks be constructed,
installed and tested in accordance with American Society for Testing and Materials (ASTM)
Standard C-1227-97A.
To help achieve the maximum level of primary treatment, two compartment septic tanks
(divided in a 2/3 and 1/3 configuration) shall be used with all sand filter systems.
OVA GARR
?�pFESS/O% \
fQ e:
= SEAL coy, _
1.1 21136
4
GINS •0
Psi178

Sand Filter Specifications
Filter Enclosure
A. It is essential that the enclosure containing the sand media is watertight to prevent
groundwater from flooding the system and to prevent untreated effluent from leaking out of the
filter. The enclosure shall be a monolithic concrete slab and walls or a 30 mil PVC liner with all
boots, patches, repairs and seams having the same physical properties as the parent material. If
n ingPVC liners all seams shall be factory welded or secured with the appropriate resilient
sealant.
B. Any penetrations in concrete enclosures must be formed with the appropriate precast
knockout. To assure a watertight connection it is recommended that an appropriately-sized
PVC coupling or watertight rubber boot be cast into the concrete wall and the underdrain pipe
be glued or clamped into the coupling/boot. An alternate method would be to utilize a core and
flexible rubber expansion seal. Likewise,all transport pipes delivering wastewater to the filter
should also be glued. Gasketed PVC pipe may be used to minimize thermal expansion and
contraction problems on long pipe runs of over 300 feet.
C. Any penetration through the PVC liner wall shall be done with a PVC boot attachment
glued to the liner with the appropriate resilient sealer. Two (2) inches of fine sand shall be
placed beneath the bottom of the liner to bed and protect it against sharp objects.
D, When using a PVC liner, the support walls shall be rigid and made of plywood (or
equivalent) and 2x4 construction to hold the liner in place during installation. The points of all
screws and fasteners used in construction shall face away from the liner. Alternately, if the soil
on site will support vertical walls of an excavation, wooden support walls may not be needed.
However, a wooden top frame structure (such as landscape timbers) is still needed to hang and
hold the liner while sand is placed in the filter. Care is needed not to stretch the liner during the
filling procedure.
E. The outside of the liner walls shall be backfilled evenly as the filter sand is placed into the
enclosure. This will prevent the walls from bowing outward as the filter is filled with sand
media. When backfilling the enclosure, avoid fill material with sharp stones which can penetrate
the PVC liner after the plywood rots away. Overdigging the hole should be avoided; minimal
backfilling on bottom and sides provides a more stable enclosure.
P4. 2/9

Underdrains
A. A four(4) inch diameter PVC Schedule 40 slotted underdrain collection pipe shall be placed
directly on the bottom of the enclosure. Underdrain slots should be '/o" wide, 2 '/z" deep and
spaced 4" apart. To avoid the slots being pushed down into the liner and covered by liner
material,the slots shall be faced upwards (vertical). The distal end of the pipe shall be brought
to grade and covered with a removable cap. This shall serve as a vent/cleanout and observation
port. In a filter with a pump basin located in the center of the sand filter where two underdrain
pipes converge, only one(1) of the underdrain pipes needs to be brought to the surfaced and
capped. The underdrain pipe can lay level or have no more than a 0.5% grade towards the
drainfield or separate or incorporated pump chamber. In larger filters, underdrain pipes shall be
spaced apart a maximum of ten(10) feet on center.
B. The underdrain pipe shall exit the enclosure through a precast exit hole when using a
concrete container. The interface between pipe and exit hole shall be sealed and made
watertight. A cast-in place PVC coupling is recommended (see Filter Enclosure section above).
Appropriate stainless steel clamps (two clamps are recommended) shall seal the PVC boot
around the underdrain pipe when using a PVC liner.
C. A minimum of four(4) inches of to 3/." clean washed stone is placed over and
immediately around the underdrain pipe only. Avoid angular and sharp stone which could
damage a PVC liner.
•
D. Eight (8) inches of 3/8" clean washed pea stone shall be placed at the inside bottom of the
enclosure. This should be mounded over the washed stone covering the underdrain.
E. Care should be taken to make certain that the above mentioned layers are installed properly.
This layering sequence will prevent sand filter media from washing into the underdrain pipe of
the filter.
F. Install an observation port consisting of a vertical four(4) inch perforated or slotted PVC
pipe wrapped in filter fabric with a fixed cap on the bottom end. This shall be brought to
finished grade and have a removable cap to facilitate observation of water level in the filter.
The bottom cap shall be placed directly on the filter liner. This observation port shall be located
approximately two (2) feet in from the filter perimeter.
Pq. 31g

Installation of Sand Filter Media
A. Sand media shall be selected for the appropriate application based on the enclosed sand
filter media guidelines(see Table 2).
B. No filter fabric of any kind shall be placed around the filter underdrain pipe(s) or between
the 3/8" pea stone covering the filter base and the overlying sand media (Figure 9, Underdrain
Detail).
C. Sand should be a minimum of twenty-four(24) inches deep and be thoroughly washed and
as free of fines as possible.
D. It is recommended that the sand media be placed in level eight (8) inch lifts in the filter and
wetted slightly during installation to promote even settling. It is important not to wet the sand
too much because particle stratification may occur.
E. As the filter is filled with sand, the edges of the filter should be "walked down" by installer
to make sure sand is tight along filter perimeter, and no voids exist. The installer should watch
that the liner is not stretched during the filling process.
F. After the required amount of filter sand has been added to the filter, place three (3) inches of
3/8" washed pea stone over the filter sand. After the distribution laterals have been installed
atop the pea stone and pressure tested, install shields on each orifice on the distribution laterals,
add two (2) more inches of pea stone to cover the distribution laterals. No filter fabric of any
kind should be placed between the sand and overlying pea stone layers.
Distribution Laterals
A. Septic tank effluent applied to a sand filter is distributed over the sand surface using small
diameter, pressure rated PVC pipe. Generally, for the sand filters in this guideline the
distribution manifold is typically 1 to 1 '/z inch PVC (Class 200 minimum) and the distribution
laterals are usually 3/4 to 1 inch Schedule 40 PVC. Size will vary depending on design and site
conditions. (Note: Small lateral and orifice sizes are recommended to provide the highest
possible scouring velocity in the laterals, minimize orifice clogging, and provide as even
distribution of wastewater as possible.)
B. A_series of V8 inch diameter holes (orifices) shall be made in the top of the distribution
laterals (12 o'clock position) and spaced according to the dosing requirements of the system
(see Figure 9). Generally, the orifice spacing is based on a 2 to 2 '/z foot grid pattern to best
utilize the filter surface. This grid will be smaller(typically 14 inches to 18 inches) when using
the high rate filters. Holes should be drilled downward through both the top and bottom of the
pipe(12 and 6 o'clock positions) at every fifth orifice along a lateral to allow drainage after a
dose and to prevent lateral freezing in cold weather. Alternately, the laterals can be installed
with all orifice holes pointing down (6 o'clock position) using orifice shields with slots or holes
to provide free draining(usually referred to as cold weather orifice shields).
�� I/8

C. Designs should account for a minimum of five (5) feet of head (pressure) at the distal end of
each sand filter distribution lateral.
D. The high rate single pass sand filter should be dosed a maximum of 0.25 gallons per orifice
per dose. Single pass sand filters should receive 18-24 equal wastewater doses per day.
Recirculating sand filters should receive 24-48 equal wastewater doses per day. Pump
manufacturers will usually help provide pump calculations to assist with this design
requirement.
E. Orifice shields, placed over each of the orifices, shall be used to protect the orifices from
being blocked by pea stone. Alternately, distribution pipes can be placed in a continuous
perforated, drilled, or slotted sleeve(3 to 6 inch PVC or corrugated agriculture or foundation
drainage pipe). If orifice shields are used with orifices in the 6 o'clock position (facing down),
the shields must be free draining.
F. Schedule 40 PVC or equivalent sweep elbows (also called turnups) shall be attached to the
distal end of each buried single pass sand filter lateral to facilitate maintenance and inspection.
A standard ninety(90) degree elbow should not be used here. The sweep elbow end should be
closed off with either a ball valve or a threaded cap. The threaded end should accommodate
attachment of a ten foot length of clear PVC pipe to be used to determine initial head at the
distal lateral ends and subsequent head measurement during routine future
inspection/maintenance visits. Difference in head relative to the initial reading will signal
maintenance requirements during subsequent visits. The sweep end is also the location through
which lateral maintenance will occur(see Operation and Maintenance section).
G. In the case of buried single pass sand filters, the ends of the sweep elbows shall be readily
accessible by means of an access box or port brought to the ground surface. High density
plastic irrigation valve access boxes/ports are often used for this purpose.
H. The distal ends of laterals in a recirculating sand filter,which are readily accessible by
pushing aside a small amount of pea stone, do not need sweep elbows (turnups). These lateral
ends should have threaded ball valves onto which a distal head measurement pipe can be
attached. This ball valve will also be the location through which lateral cleaning will occur(see
Operation and Maintenance section).
Cover Material
A. For buried single pass sand filters, a light-duty non-woven filter fabric shall be placed on
top of the uppermost layer of pea stone, between the pea stone and the topsoil cover material.
This will eliminate fine soil particles from clogging the pea stone. Do not use heavy weight
filter fabrics because they can limit gas/oxygen movement into and out of the sand filter.
B. A maximum of eight (8) inches around the center pump basin and six (6) inches on the filter
edges of loamy sand or sandy loam topsoil and a grass cover are recommended to comjidte the
buried single pass filter installation. The finished grade for any sand filter should be slightly
higher than the surrounding grade and crowned, if possible, to prevent surface water from
flowing onto the filter.

Sand Filter Media Specifications
Sand filter media specifications are shown in Table 2 It is
important to remember that using good quality sand media is essential. Not all sand and
gravel operations will have the ability to produce sand with these specifications. A sieve
analysis of the sand media to be used should be conducted to assure that its effective size and
uniformity coefficient are appropriate for the intended use. When sampling the stock piled sand
media, samples should be taken from several locations within the pile to assure a representative
sample for analysis. The standard method to be used for performing particle size analysis
should comply with one of the following:
1. The sieve method specified in ASTM D-136 and ASTM C-117.
Important Note: To prevent clogging in the filter, all sand media must be well washed
and as free of fine particles and dust as possible.
Table 2. Sand Filter Loading Rates and Media Specifications
Sand Filter Type Design Loading' Uniformity Coefficient Effective Size Acceptable
(gal/ft2/day) (D60 D1o) (Di& mm Sand Specifications
Single pass low rate 1,1$ <3 0.33 (Figure 10)
Maintenance
Because sand filter effluent is low in BOD and TSS, accumulation of biosolids or slime material
in drainfield lateral pipes is fairly minimal. Over time, however, biosolids will accumulate,
blocking orifices and creating uneven wastewater distribution along the trench. To unclog the
orifices locate the trench access port and open the lateral sweep end. Open each lateral end,
manually engage the pump and purge any loose solids out the lateral end into the access port.
A bottle brush(appropriately sized for the lateral) attached to a plumbers snake is then pushed
down each lateral to unplug the orifices. With the bottle brush removed, the pump should be
manually engaged and each lateral line can be flushed out through the lateral end onto the
drainfield surface. This minimal amount of biosolids will usually decompose within two days.
Alternatively, a pressure power washer with appropriately sized tubing can be sent down each
lateral to flush accumulated solids.
Usually a shallow- narrow drainfield following a sand filter in continuous use will require
lateral flushing/bottle brush treatment once a year or every two years. Systems operating
above their daily design flow may require more frequent lateral flushing; the frequency based
upon the results of the distal lateral head pressure test. Seasonally-used systems may not need
yearly lateral flushing, but their lateral head (pressure) should be checked once per year.
PG. 6/8

Figure 10: Low rate single pass sand filter media specifications. (Design loading rate= 1.25 gallsq.ftiday)
100
90 on.
B0
70
60
50
Effect.
D10=0.33m
lo 40 Uniformity .Max ,
Coefficient:
30
20
10
0 ~`
100 10 1
Grain Size(mm)
fl (7 . # 10

Precautions
The home landscape immediately above and adjacent to any septic drainfield should be
protected from heavy vehicle traffic and excessive weight loads, before, during and post-
construction. This is especially important when using shallow and narrow drainfields, because
they are located close to the ground surface and especially susceptible to damage after
construction. It is recommended that the proposed drainfield location be staked and
flagged/fenced to prevent encroachment during home construction. If vehicle encroachment is
expected to be a problem after construction, some structure such as garden timbers, fences, or
walls should be used to protect the drainfield area.
The drainfield area should be kept debris free and planted to grass. Impermeable materials
should not be installed or stored over the shallow- narrow drainfield. Trees and shrubs should
be kept a minimum distance of ten(10) feet from the drainfield. Roots from nearby moisture-
loving trees such as willows, black locust, and red maple may cause problems with root
clogging drainfield lateral orifices. Greater setback distances are recommended from these tree
species.
Precautionary Notes:
D. Sand filters should not be placed in a depressional area on a property, where
stormwater is likely to collect during rainfall events.
E. Care should be taken to not bury the filter too deeply or cover the filter top with soil
material that could compact excessively (especially when moist). This could limit the
gas/oxygen diffusion through the filter surface and cause filter hydraulic failure.
F. Avoid placing buried single pass sand filters in a traffic area where they would receive
excessive foot traffic.
G.A minimum buffer of ten (10) feet should be maintained between sand filters and
neighboring trees and shrubs. Water-loving trees and shrubs shall not be placed
adjacent to sand filters, because their root systems can cause system damage.
H. Under no circumstances should heavy equipment, vehicles, or impermeable
surfaces/materials be allowed over a finished sand filter. At a minimum, this would result
in poor treatment. More likely system failure, broken components, and financial expense
to the homeowner will result.
I.Under wet site conditions, it is recommended that the sand filter elevation be raised to
avoid having the filter enclosure sitting directly in groundwater. A raised filter can be
crowned at the surface and blended into the surrounding surface grades, which will help
keep the filter isolated from surface water runoff also.

SOC PRIORITY PROJECT: Yes No x
If Yes, SOC No.
To: Permits and Engineering Unit
Water Quality Section
Attention: Mack Wiggins
Date: March 17, 1994
NPDES STAFF REPORT AND RECOMMENDATION
County: Gaston
Permit No. NCG540018
PART I - GENERAL INFORMATION
1 . Facility and Address : Thomas Andy Grizzle
3 Cassamia Place
Belmont, North Carolina 28012
2 . Date of Investigation: February 8, 1994
3 . Report Prepared By: Samar Bou-Ghazale. Env. Engineer I
4 . Persons Contacted and Telephone Number: Mr. Thomas Grizzle,
Tel# (704) 827-7903
5 . Directions to Site: Travel South on I-85 to Belmont and exit
at Highway 273 South. Travel on Highway 273 South for
approximately 0 .45 mile to the intersection with Highway 74 .
Travel on Highway 74 west for approximately 0 . 8 mile to the
intersection with Highway 7 . Travel on Highway 7 west for
approximately 1.55 miles to the intersection with SR 2099 . On
SR 2099 make a right and travel approximately 250 feet to
Hillcrest Drive. On Hillcrest Dr. make a right and travel
approximately o.4 mile to the intersection with Eastwood
Drive. The proposed treatment plant site is on the right
(South) side of Eastwood drive approximately 200 feet East of
the intersection of Hillcrest Drive and Eastwood Drive.
6 . Discharge Point(s) . List for all discharge points:
Latitude: 35°15' 46" Longitude: 81°03' 38"
Attach a U.S.G.S. map extract and indicate treatment facility
site and discharge point on map.
U.S.G.S. Quad No. : F 14 SE U.S.G.S. Name: Mount Holly, N.C.
7 . Site size and expansion are consistent with application?
Yes x No If No, explain:

8 . Topography (relationship to flood plain included) : Sloping
toward the creek at the rate of 8 to 10% . The site is not
located in a flood plain.
9 . Location of nearest dwelling: The nearest dwelling is
approximately 200 feet from the site.
10 . Receiving stream or affected surface waters : Unnamed
tributary to Catawba River.
a. Classification: WS-V
b. River Basin and Subbasin No. : Catawba 030836
c. Describe receiving stream features and pertinent
downstream uses : The receiving stream flow was
approximately 5 feet wide and 3 to 4 inches deep at the
time of investigation. There are no known users
downstream.
PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1 . a. Volume of wastewater to be permitted: 0.000480 MGD
(Ultimate Design Capacity)
b. What is the current permitted capacity of the wastewater
treatment facility? N/A
c. Actual treatment capacity of the current facility
(current design capacity) ? N/A
d. Date(s) and construction activities allowed by previous
Authorizations to Construct issued in the previous two
years: N/A
e. Please provide a description of existing or substantially
constructed wastewater treatment facilities : N/A
f. Please provide a description of proposed wastewater
treatment facilities: The proposed wastewater treatment
facilities will consist of a septic tank, dual sand
filters, chlorination and post (cascade) aeration.
g. Possible toxic impacts to surface waters : N/A
h. Pretreatment Program (POTWs only) : N/A
2 . Residuals handling and utilization/disposal scheme:
NPDES Permit Staff Report
Version 10/92
Page 2

a. If residuals are being land applied, please specify DEM
Permit No. : N/A
d. Other disposal/utilization scheme (specify) : Waste
sludge to be removed by a septic tank contractor as
needed.
3. Treatment plant classification (attach completed rating
sheet) :
4 . SIC Code(s) : 9999
Wastewater Code(s) of actual wastewater, not particular
facilities, i .e. , non-contact cooling water discharge from a
metal plating company would be 14, not 56 .
Primary: 04 Secondary:
Main Treatment Unit Code: 44007
PART III - OTHER PERTINENT INFORMATION
1 . Is this facility being constructed with Construction Grant
Funds or are any public monies involved (municipals only) ?
2 . Special monitoring or limitations (including toxicity)
requests : N/A
3 . Important SOC, JOC or Compliance Schedule dates : (please
indicate)
4 . Alternative Analysis Evaluation: Has the facility evaluated
all of the non-discharge options available. Please provide
regional perspective for each option evaluated.
Spray Irrigation: Space is very limited for such activity.
Connection to Regional Sewer System: There is no sewer line
in the vicinity.
Subsurface: Soil condition is poor. Application for a septic
system has been denied.
Other Disposal Options : N/A
5 . Air Quality and/or Groundwater concerns or hazardous materials
utilized at this facility that may impact water quality, air
quality, or groundwater: N/A
6 . Other Special Items: N/A
NPDES Permit Staff Report
Version 10/92
Page 3

PART IV - EVALUATION AND RECOMMENDATIONS
Mr. Thomas Andy Grizzle has applied for a permit to
construct a surface sand filter system for one residence on lots 23
and 24 .
This office obtained a letter from the Gaston County Health
Department stating that lots 17, 18, 23, and 24 in Beechbrook
Subdivision, Block 3, are not suitable for any type of ground
absorption wastewater system.
It is recommended that the permit contain the following
condition: If in the future, a discharge system is constructed on
Lot 17 and/or 18 (located to the south of lots 23 and 24)
monitoring may be required on each individual system, including the
subject facility.
Pending receipt and approval of the waste load allocation, it is
recommended that the NPDES permit be issued with the above
condition.
Ta&
Signature of✓fteport Preparer
n--16
Water Quality Reg' nal Supervisor
7//7/7,4--
Date
NPDES Permit Staff Report
Version 10/92
Page 4

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ihr g •:• ,`,1 1-a-Q r \\Ofi -`\ - I iy _ 6;`'..Cem-- 6� -Tr' 7 21
•� .�, \ or ' '�• -�" .3tbera 1[emy�/ �. • e33
V
�Y,i/ ./a •.. 1� / ij.\F RadpI T6'ers C r - of the ",� ONI' '.r\ i/'Y .••.s_,'7"++j-•_. •• /c me of / \\� ••••`• II G� • •iY,. •• �� �A. Cbi : r-�"•►,Sacre. earl' a ,
493 i 494(CLOVER 1:62 5001 495 496 I 2'30" •97 CHARL
4754 II
SCALE 1:24000
1 0 1 MILE
1---- -- 1
1000 0 1000 2000 3000 4000 5000 6000 7000 FEET
I--1 I"--( 1--1 ,- . I I I
1 5 0 1 KILOMETER
f--♦ 1.--1 I- 1 I—+ I---, I I
CONTOUR INTERVAL 20 FEET
DATUM IS MEAN SEA LEVEL
FIL1SE
., G
)
---,. N
L� L
QUADRANGLE LOCATION
THIS MAP COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS
--.-_. .............. .uA r.u.unto of r1 t' 9A9d9

RATING SCALE FOR CLASSIFICATION OF WATER POLLUTION CONTROL SYSTEMS
Name of Facility: T OMAS AIA/DY G•�/���c
Owner or Contact Person: SANF ,180l/6
Mailing Address: 3 CA SSA 49'49 PL/9CE MO//'/ / A/C c2 &O/ Z-
County: ( sib'/ Telephone: (704-) Z/2 790 3
Present Classification: New Facility v Existing Facility
NPDES Per. No. -1609 MC&510018Nondisc. Per. No.WQ Health Dept.Per No.
Rated by: 66W/K 23011-G//41.02i1C Telephone:(] t)663- /Gqg Date: e2— 9s—414
Reviewed by: Health Dept. Telephone:
Regional Office Telephone:
Central Office Telephone:
ORC: Grade: Telephone:
Check Classification(s): Subsurface Spray Irrigation Land Application
Wastewater Classification: (Circle One) O II III IV Total Points: /Q
KPLANT PROCESSES AND RELATED CCN1TiOL EOUIPMENT WHICH ARE AN INTPGRAL PART OF INDUSTRIAL PRODUCTION 9iALL MDT IE
CONSIDERED WASTE TREATMENT FOR THE PURPOSE OF CL.ASSIFICATiON,ALSO SEPTIC TAN(SYSTEMS CONSISTING ONLY OF SEPTIC TAM'
AND GRAVITY NITRF1 ATION LINES ARE EXEMPT FROM CLASSIFICATiC .
SLBSURFACE CLASSIFICATION SPRAY IRRIGATION CLASSIFICATION
(check all units that apply) (check all units that apply)
1, septic tanks 1, preliminary treatment (definition no. 32 )
2. pump tanks 2. lagoons
3. siphon or pump-dosing systems 3. septic tanks
4. sand filter; 4 pump tanks
E. grease trap/interceptor 5. pumps
6 oi/water separators 6, sand filters
7, gravity subsurface treatment and disposal: 7, grease trap/interceptor
8. pressure subsurface treatment and disposal: B. oil/water separators
9, disinfection
10. chemical addition for nutrient/algae control
11. spray irrigation of wastewater
In addition to the above classifications, pretreatment of wastewater In excess of these components shell
be rated using the point rating system and will require an operator with an appropriate dual certification.
LAND APPLICATION/RESIDUALS CLASSIFICATION(Apples only to permit holder)
1. Land application of biosolids,residuals or contaminated soils on a designated site.
WASTEWATER TREATMENT FACLLRY CLASSIFICATION
The following systems shall be assigned a Class I classification,Yni8Ss the flow is of a significard quantity or the technology is unusually
complex,to require consideration by the Commission on a case-by-cast basis: (Check II Appropriate)
1, Oilwater Separator Systems consisting only of physical separation,pumps and ;
2. if Septic Tank/Sand Filter Systems consisting only of septic tanks, dosing apparatus, pumps,sand filters,disinfection
and direct discharge;
3, Lagoon Systems consisting only of preliminary treatment, lagoons,pumps,disinfection, necessary chemical treatment for
algae or nutrient control, end direct discharge;
4. Closed-loop Recycle Systems;
S, Groundwater Remediation Systems consisting only of o0/water separators, pumps, air-stripping,carbon adsorption, disinfection
and disposal;
6. Aquaculture operations with discharge to surface waters;
7. Water Plant sludge handling and balk-wash water treatment;
11. Seafood processing consisting of screening and disposal.
9, Single-family discharging systems,with the exception of Aerobic Treatment Units,wId be dassified /permitted after July 1.
1993 or if upon inspection by the Division,it is found that the system is not being adequately operated or maintained. Such
systems will be notified of the dasslrication or reclassification by the Commission, in witting.

The following scale is used for rating wastewater treatment facilities: (circle appropriate points) ,
-
REM POINTS
(1) Industrial Pretreatment Units or industrial Pretreatment Program(sae definition No.33) 4
•
(2) DESIGN FLOW OF PLANT IN gpd[rot applicable to non•oontaminated cooing waters,sludge handing facilities for
water purification plants.totally dosed cycle sysems(see definition No. 11),and facilities consisting only of item
(4Xd) or Items (4)(d) and (11)(d))
0 - 20,000 1
20,001 - 50.000
60.001 - 100,000 3
100,001 - 250,000 4
250,001 • 500,000 .5
600,001 - 1,000,000 2
1.000,001 - 2,000,000 10
2.000,001 (and up) rate 1 palm additional or each 200.000 gpd capacity up to a maximum of ____ 30
Design Flow ( )
(3) PRELIMNARY UNITS/PROCESSES(see definition No.32) 1
(a) Bar Savors
or
(b) Mechanical Screens, Static Screens or Comminuting Devices......_..........._...._......._.».»._.».»....».» 2
(d) Grit Removal 1
or
(d) Msdsrical or Neared Gra Removal 2
(a) Flow Measuring Devbe I
or 2
(I) Instrumented Flow Measurement
(g) Preasratlon 2
(h) influent Flow Equalization 2
(I) Grease or Olt Separators • Gravity......_...»...._..._...»....».........»..._...»...._...»...._...»...»...._...»........._ 2
Mechanical -- 3
Dissolved AM Flotation .f!
(I) Prechortnatbn .5
(4) Pf1MARYTREATMBJTLNITSIPRZCESSES
(a) Septic Tank (sea definition No. 43)...... . 2
(b) Imhoff Tank. -.- .5
(a) Primary Clarifiers
(d) Sealing Ponds or Seeing Tanks for Inorganic Nontoxic Matarials(sludge handling facilities for water
purification plants,sand,gravel.Bone,and other mining operations except recreational activities such as gem
agold mining) - 2
(6) SEOON3ARYTFEATh 4T WTS'PROCESES
(a) Carbonaceous Stage
(I) Aeration-High Purity Oxygen System. 20
Diffused air System » 10
Mechanical Air System (fixed. floating or rotor)_...»...-»..»..-..»---.•.-----••--•••-•--_..._ d
Separate Sludge Raaera ion 3
(II) Trickling Filter 7
Nigh Rate »»
Standard Rate .. »......».....».»_...... -.. ...»». 5
Packed Tower 5
PH) Biological Aerated Filler or Aerated Biological Filter_----------_».»_.-_»...»-.__.-»10
(Iv) Aerated Lagoons 10
(v) Rotating Biological Contactors
1
(v1) Sand Fitters -intermittent biological -...»...........» 2
Recirculating biological..»...»....... .... .....»..«......» S
(vii) Stabilization Lagoons ..._»........»...» ».»-..»»._».».». ..�........_.............
(via) Clarifier 5
lb) Single stage system for combined carbonaceous removal d BOD and nitrogenous removal by
rarilcatbn (see definition No. 12XPoints for INs kern have to be In addition to items
(6)(a)(I) through (5)(a)(v1ll).
Writing the extended aeration process(see definition No.3a) »».»...«.»...».....» 2
Writing other than the extended aeration process..........».».....--».»-.—.-...._._...0
(a) Nutrient additions to enhance BOO removal.....»...»......» .. .»....«...........»...».........5
(xl) Biological Culture ('Super Bugs'►addition.» »» «.»-.»....».».».»...».»•.» »».6
(b) I)
(I)
Aeration - High Purity Oxygen System.». —. .«....«».-....-....-.»._..20
Diffused AM ..».»»»».»»» »
Mechanical Air System (fixed. floating or mice)»..._»-. -«.--.»...»»...-.....»..—..._...». d
Separate Sludge Reaenation.».»...»....»». »»....»...»..»..- »...» 3
(II) Trickling Frier-High Rate.....»......»»...»»._...... .». ........»..... ... 7
Standard Rata...._. ...»_..».... .. . .».»»»» .».»...»«-...»............»» AA
PackedTower....».». ._ »»_...- ..» » .. . .».... .»...»»»».».. .......
(II) Biological Aerated Filter or Aerated Biological Flier._..._ -«. ----.-...--.-10
(Iv) Rotating Biological Contactors...» »».........«..«.» .«.»».»......».»" _'..12
(v) Sand Flier-Intermittent bbbglcat...» ».
Recirculating boogoal._»»» »-...--..»—..._..»»..»�. .......... —A(6) TECMARYO73.
RADVANCEDTFEATMENT� .»_. ».»_«.....«._......».»...».».....»»..».»»»....
(a) Arxlva»d Carbon Beds- 3
without carbon rageneratbrt....»»..»«.—.»».-- "»-- »».»»16
withcarbon regeneration._.. ..» _....-»........»_....»M«..-- .».»...«.
(b) Powdered or Granular Activated Carbon Feed- _
Feed-
without carbon regeneratlon..»»..»......... -..-.......-»..........,.»....-.-»-...........»»».....�..» 6
with carbon regeneration. »....»_....-...«.___...-..--.-.»» «b
(a) At stripping » .. »..»«.» - .»«10
ld) Generflcadon Nooses».»..»».» « « ».».»».»..».»-_-.«.« A
e) Electrodlayek..._ --------------------------5-5
f) Foam Separatb....._....... .».... .. ..«.......»»».._...»»........»«...»...«.........»-»...-.. .ion .a
A) Land Application W Treated Effluent(sea definition No.22b)(not applicable for sand,gravel,doer
and other similar mining operations)by high rate Hiftratfon.-...--._»..-...-.»-...-...-........-....-..--...-..._...d
I ) Ptosphorous Removal by Biological Processes(See definition No.2d). ...20
) PollsNng Ponds - without aenaon.»._......--....«...._.....---........»....._......»....».-.........--...... -2
withaeration...._.............. . .......».....»..»......»....»..............».»...»».....r.......,..-....»i

, I 2
diffused or mechanical
(m) Reverse Osmosis 5
' (n) Sand or Mixed-Media Filters - low rate 2
. Mph rate 5
(o) Treatment processes for removal of metal or cyanide 15
(P) treatment processes for removal of toxic material other than metal or cyanide....._ 1 5
(7) SLLAGE TFiSATMENT
(a) Sludge Digestion Tank - Heated (anaerobic) 10
Aerobic .5
Unheated(anaerobic) 3
(b) Sludge Stabilization(chemical or thermal) .5
(c) Sludge Drying Beds-Gravity 22
Vacuum Assisted
(d) Sludge Elutrtation $
(e) Sludge Conditioner (chemical or thermal) .5
(I) Sludge Thickener (gravity) 5
(g) Dissolved Air Flotation Unit (not applicable to a unit rated as (3)(i)) 8
(h) Sludge Gas Utilization (including gas storage) 2
(I) Sludge Holding Tank - Aerated 5 •
Non-aerated 2
(j) Sludge incinerator(not including activated carbon regeneration) 10
•
• (k) Vacuum Filter,.Centrifuge.or Filter Press or other similar dewatering devices..----.................................. 1 0
(8) RESIDUALS LrTILIZATIOWDISPOSAL(nduding incinerated ash)
(a) Lagoons 2
(b) Land Application (surface and subsurface) (see definition 22a)
by contracting to a land application operator or landfill operator who holds the land application permit
or lanai)permit 2
(c) Dedicated Landfill(burial) by the pernittes of the wastewater treatment facility .5
(9) . CISINFECTON
(a) Chlorination 5
(b) Dechlorination
(c) Ozone 5
(d) Radiation .5
(10) CHEMICAL ADDITION SYSTEM(S)(see definition No.9)(not applicable to chemical additions rated as item(3)(j),
(5)(a)(xi). (6)(a), (6)(b). (7)(b). (7)(e), (9a), (9)(b) or (9)(e) 5 points each:
Ust 5
.5
.5
5
(11) MISCELLANEOUS UNTSrPROCESSES
(a) Holding Ponds,Holding Tanks or Settling Ponds for Organic or Toxic Materials including wastes from mining
operations containing nitrogen or phosphorus compounds In amounts significantly greater than Is common
for domestic wastewater A
(b) Effluent Flow Equalization(not applicable to storage basins which are inherent In land application systems) 2
(c) Stage Discharge (not applicable to storage basins Inherent In land application systems).....__.__.__._..._..._..5
(d) Pumps 3
(a) Stand-By Power Supply 3
(I) Thermal Pollution Control Device .3
TOTAL POINTS ---/0
C A9SFiGTICN
Cie s I 5-25 Points
• II 28.50 Points
Cass II 61-85 Points
Class N 86-Up Points
Facilities having a rating of one through four points,Inclusive,do not require a certified operator.
Facilities having an activated sludge process will be assigned a minimum classification of Claes IL
Facilities having treatment processes for the removal of metal or cyanide will be assigned a minimum classification of Class II.
Facihies having treatment processes for the biological removal of phosphorus veal be assigned a minimum desatieatbn of Class III.
4 DEFINITIONS
The following definitions shal apply throughout this Subchapter.
(1)Activated Carbon Beds. A physiaVchemical method for reducing soluble organic material from wastewater effluent;The column-type beds used In this
method will have a flow rate varying from two to eight galore per minute per square foot and may be either upfbw or downfbw carbon beds. Carbon may or
may not be regenerated on the wastewater treatment plaid sits;
(2)Aerated Lagoons. A basin in which all solids are maintained in suspension and by which biological oxidation or organic matter is reduced through artificially
arxeierated transter of oxygen on a flow-through basis;
(3)Aeration. A process of bringing about intimate contact between air or high purity oxygen In a iquid by spraying, agitation or dliuslon(3a) Extended
Aeration. M activated sludge process utilizing a minimum hydraulic detention time of 18 hours.
(4)Agriculturally managed site. Any she on which a crop Is produced,managed,and harvested(Crop Includes grasses,grabs.trees,etc.);
(5)Ak Stripping. A process by which the ammonium ion is first convened to dissolved ammonia(pH adjustment)with the ammonia then released to the
atmosphere by physical means;or other similar processes which remove petroleum products such as bertzene,ethane,and xylem;
(e)Carbon Regeneration. The rageneratbn of exhausted carton by the use of a furnace to provide extremely high temperatures which volatilize and oxidize the
absorbed impurttiaii;
Carbonaceous tags. A stage of wastewater treatment designed to achieve 7acondary'effluent limbs;
(8)Certnugs. A mechanical device in which centrifugal force is used to separate solids from liquids or to separate liquids of afferent densittas;
(9)Chemical Mdltbn Systeme-The addition of chemical(s)to wastewater at an application point for purposes of improving coeds removal,pH adjustment,
alkalinity control,etc.;the capability to experiment with different chemicals and different application points to achieve a specific result wilt be considered one
system;the capability to add chemical(s)to dual units will be rated as one system;capability to add a chemical at a different application points for different
purposes wit result in the systems being rated as separate systems;
(10)Chemical Sludge Conditioning. The addition of a chemical compound such as lime,ferric chloride,or a polymer to wet sludge to coalesce the mass prior to
Its application to a dowelering device;
(11)Closed Cycle Systems. Use of holding ponds or holding tanks for containment of wastewater containing Inorganic,non-toxic materials from sand,gravel,
crushed stone or other similar operations.Such systems shall carry a maximum of two points regardless of pumping facilities or any other appurtenances;
(12)Combined Removal of Carbonaceous SOD and Nitrogenous Removal by MUfficatbn-A single stage system required to achieve permit effluent Omits on SOD
and ammonia nitrogen within the same biological reactor,
(13)Dechlorination. The partial or complete reduction of residual chlorine in a liquid by any chemical or physical process;
(14) Denitri cation Process. The conversion of nitrate-nitrogen to nitrogen gas;

•
(15)ENctrodaysis. Process for removing Ionized salts from water ttvough the use of ion-selective ion-exchange membranes; .
(16)Fitter Press. A process operated mechanically for partially dewaterirg sludge;
(17) Foam Separation. The planned frothing of wastewater or wastewater effluent as a means of removing excessive amounts of detergent materials through
the introduction of air In the form of fine bubbles;also caked loam fractionation;
(18)Grft R.moval. The process of removing grit and other heavy mineral matter from wastewater;
(19) lrrthoff Tank. A deep two story wastewater tank cornicing of an upper sedimentation chamber and a lower sludge digestion chanter.
(20)instrumented Flow Measurement. A device which Indicates and records rate of flow;
(21)ion Exchange. A chemical process In which tors from two different molecules are exchanged;
(22) Land application:
(a)Sludge Disposal. A final sludge disposal method by which wet sludge may be applied to land either by spraying on the surface or by subsurface injection
(i.e..chisel plow);(not applicable for types of sludge described In(11)of this Rule);
p)Treated Effluent. The process of spraying treated wastewater onto a land area or other methods of application of wastewater prim a land area as a
nears of final disposal or treatment;
(23)Mkroscreen. A low speed,continuously back-washed,rotating drum filter operating under gravity conditions as a polishing method for removing
suspended solids from effluent;
(24)Nitrification Proemsa. The biochemical conversion of unoxidbed nitrogen(ammonia and organic nitrogen)to oxidized nitrogen(usually nitrate);
(25)Nitrogenous Stage. A separate stage of wastewater treatment designed for the specific purpose d converting ammonia nitrogen to nitrate nitrogen;
(2E) Phosphate Removal,Biological. The removal of phosphorus from wastewater by an oxldanoxic process designed to enhance luxury uptake of phosphorus
by the microorganisms;
(27) Polehrlg Pond. A holding pond following secondary treatment with sufficient detention time to allow settling of finely suspended solids;
(28) Poe Aeration Aeration following conventional secondary treatment units to increase effluent 0.0.or for any other purpose;
(29) Post Aeration. (Cascade) A polishing method by which dissolved oxygen is added to the effluent by a nonmechanicat,gravity means of flowing down a
series of steps or weirs; The flow occurring across the steps or wets moves in a tally thin layer and the operation of the cascade requires no operator
adjustment;thus, zero points are assigned even though this is an essential step to meeting the limits of the discharge permit;
(30) Powdered to Granular ActNated Carbon Feed. A biophysical carbon process that utilizes biological activity and organic absorption by using powdered or
granular activated carbon; Virgin or regenerated carbon is feed controlled Into the system;
(31) Preaeration. A tank constructed to provide aeration prior to primary treatment;
(32) Preliminary Unit. Unit operations in the treatment process,such as screening and comminution,that prepare the liquor for subsequent mayor operations;
(33) Industrial Pretreatment.
(a) Pre-treatment Uric, industrial. The conditioning of a waste at its source before discharge,to remove or to neutralize substances Injurious to sewers and
treatment processes or to effect a partial reduction In load on the treatment process which is operated by the same governing body as the wastewater
treatment plant being rated:
b)Pr►treatr ent Program,Industrial-must be a State or EPA required program to receive points on the rating sheet;
(34) Primary Clarifiers. The first settling tanks through which wastewater is passed In a treatment works for the purpose of removing settleable and suspended
solids and BOO which k associated with the solids;
(35) Pumps. AS influent.effluent and inn-plant pumps;
(36) Radiation Disinfection or sterilization process utilizing devices emitting ultraviolet or gamma rays;
(37)Reverse Osmosis. A treatment process in which a heavy contaminated liquid is pressurized through a membrane Iormktp nary pure liquid free from
suspended solids;
(36) Rotating Biological Contractors. A flied biological growth process In which wastewater flows through tanks In which a series of partially submerged circular
surfaces are rotated;
(39)Sand Rules:
(a) intermittent Biological. Flitration of effluent following septic tanks, lagoons.or Some other treatment process In which further bbdecomposition is
expected to produce desired effluents;Hydraulic loading rates on these filters (30)(a)ofin thisRcMand have resultinginp low gprrirsl(less than one);
b)Recirculatirg biological-the same type of sand filter as defined In Sy to recycle effluent back
through the sand filter;
(40)Sand or Mixed-Media Filters. A polishing process by which effluent limits are adieved through a further reduction of suspended solids;
(a)low rate —gravity,hydraulically loaded filter with loading rates in the one to three lomat range;
(b)high rate—a pressure,hydraulically loaded filter with loading rates In the five gprl/d range;At any rate,the loading rate will woad three g rrvsf;
(41)Secondary Clarifiers. A tar&which follows the biological unit d treatment plant and which has the purpose of removing sludges associated with the
biological treatment units;
(42) Separate Sludge Reaeration. A pan of the contact stabilization process where the activated sludge Is transferred to a tank and aerated before returning it
to the contact basin;
(43) Septic Tank. A si gl•story settling tank In which settled sludge is In contact with the wastewater fbwlrg through the tanks;shell not be applicable for
septic tanks systems serving single family residences having capacity of 2,000 gallons or less which discharge to a nitrification field;
(44)Sludge Digestion. The process by which organic or volatile maner and sludge is gashed,liquefied.mineralized or converted Into more stable organic matter
through the activity of living organisms, which Includes aerated holding tanks;
(45)Sludge Drying Beds. M area comprising natural or artificial layers d porous materials upon which digested sewage sludge its dried by drainage and
evaporation;
(46)Sludge ElutriatlorL A process of sludge conditioning In which certain constituents are removed by successive washings with fresh water or plant effluent;
(47)Sludge Gas Utilization The process of using sewage gas for the purpose of healing bulidngs,driving anoint*,etc.;
(48)Sludge Hoick);Tank(Aerated and Nonaerated). A tank utilized for small wastewater treatment plants not containing a digester In which sludge may be
kept fresh,and supernatant wlthdravm prior to a drying method(i.e.sludge drying beds);This may be done by adding a small amount of air simply to keep the
sludge fresh,but not necessarily an amount the would be required to achieve stabilization d organic matter. A nonaerated tank would dopy be used to
decant sludge prior to dewatering and wouid not allow icing periods (several days of detention) without resulting odor problems;
(49)Sludge incinerators. A furnace designed to bum sludge and to remove all moisture and combusble materials and reduce the sludge to a sterile ash;
(50)Sludge Stabilization(Chemical or Thermal). A process to make treated sludge less odorous and putreseble,and to reduce the pathogenic organism
content;This may be done by pH adjustment,chlorine dosing, or by heat treatment;
(51)Sludge Thickener. A type of sedimentation tank in which the sludge is permitted to settle and thicken through agitation and gravity;
(52)Stabilization Lagoon. A type of oxidation lagoon in which biological oxidation of organic matter is effected by natural bander of oxygen to the water from
air (not a polishing pond);
(53) Stand-By Power Supply. On site or portable electrical generating equipment; solids and SOD
(54)Static Screens. A stationary screen designed to remove solids.Including non-biodegradable particulate(fbatabl solids,suspended
abduction)from municipal and Industrial wastewater treatment systems;
(55)Tertiary Treatment A stage of treatment following secondary which is primarily for the purpose of effluent polishing;A settling lagoon or said or coal liter
night be employed for this purpose;
w6�meansmalPP of Pollution
liquid Device.temporality's;
providing for the transfer of hest from a fluid flowing In tubes to another fl utd outside the tubes,or vice versa;
( 7)Thermal Sludge Conditioner. A conditioning process by which heat Is added for a protracted period of time to improve the dewaterabiky 10 sludge by the
sokubllzing and hydraulzl g of the smaller and more highly hydrated sludge particles;
(58)Toxic Materials. Those wastes or combkniiors of wastes,including ales.-ausklp agents which after dscharge and upon exposure.Ingestion,inhalation
or assimilation kto amp organism,either directly from the environment meat or indirectly by Ingestion through food chains,will cause death,disease,behavioral
abror aities,cancer,genetic mutations,physiological maffurxtiors (Including malfunctions In reproduction)or physical deformations.In such organisms or their
O Norobenzene
ffspring;Toxic porychlonmaterials gedphenyl biphenyl&PCBs and of Illustration and rot odipherryt VicNoroethane(DDT);and any other materirriltatiorc lead,cadmium,chromium, ials Thal dum,have or may,hereafterb determined to have
kale properties;
(50)Trickling Flier. A biological treatment unit corslskg of a material such as broken store or rock over which wastewater k distributed;A high rate trickling
liter is one which operated at between 10 and 30 mgd per acre. A low rate trickling filer it one which is designed to operate at one to bur mgd per acre;
(so)Trickling F11ter(Packed Tower). A plug flow type of operation in which wastewater flows down through successive layers d media or filtrate material;Organic
material Is removed conhuafy by the active biological Brad growth in each successive layer. This method may produce'secondary'quality effluent,or may be
adapted to produce a dinned effluent;
(61 Vacuum Filer.Centrifuges,or Filter Presses. Devices whichdigested are designed to remove excess water from either or urtdigest elute
ed slue prior to disposal
Of further treatment.

coves
} pr� ,g ,� GASTON COUNTY ENVIRONMENTAL HEALTH
b 991 West Hudson Boulevard - Gastonia,North Carolina 28052 - Phone(704)
84
(-4; •
/Ni4 Nx. DtPT. C '
(� ENVIRONMENT, 853-5200
fs NATURAl. R88OURG
r\
`3 MA1 18 1994
March 3 , 1994 pot p fli4IR8*d N?A! MANACEYEI
YOORESVILLE REGIONAL OFFICE
Mr. Tom Grizzle RE: Beechbrook Subdivision
3 Cassamia Place Lots 17, 18, 23 & 24
Delmont, N. C. 28012 Block 3
Dear Mr. Grizzle :
The above referenced lots have been evaluated for possible
installation of ground absorption wastewater systems . It is the
opinion of this office that these lots are unsuitable for any type
ground absorption wastewater system as determined by state and
local rules . Unsuitable topography, shallow soils to saprolite,
and mixed mineralogy clays are the limiting factors involved.
Enclosed is a copy of the report for lots 17 and 18 submitted by
Joe Lynn; Regional Soil Specialist with the state of North Carolina
On-Site Wastewater Section, Division of Environmental Health.
If you have further questions regarding this matter, please feel
free to call me at 853-5233 , Monday-Friday 8 : 00-9 :00 A.M.
Sincerely,
Curtis Hopper, R. S.
Environmental Health Specialist
NCH:lp
c:\wp51\nch\evaluati\grizzle.tom

sG State of North Carolina
(9
Department of Environment \✓
,,17:11yrr
01 �0 t ''
Health and Natural Resources 4 •
Division of Environmental Management
James B. Hunt, Jr., GovernorAimiimmumik
\���. ��- Jonathan B. Howes, Secretary p E H N F:
A. Preston Howard, Jr., P.E., Director
N.C. DEPT. OF
,\A
ENVIRON`\1E.` 'i'. 7-IE.\LTH.
NATUR;yL i= .:3:ii;Ir:Xl'S
January 12, 1994
Mr. Thomas Andy Grizzle
3 Cassamia place DIVISICt? Ti
Belmont, NC 28012 f�Cs i�lU9YiLL m ;i iL 8F�1LE
Subject: NOI Application
NPDES: NCG540018
Gaston County
Dear Mr. Grizzle:
This letter is to acknowledge receipt of your application dated January 5, 1994 for
coverage under General Permit for single family discharges. The permit number highlighted
above has been assigned to the subject facility. By copy of this letter,we are requesting that
our Regional Office Supervisor prepare a staff report and recommendations regarding this
discharge.
If you have questions regarding this matter,please contact Mack Wiggins at(919)
733-5083.
Sincerely,
,
• r
Coleen Sullins, P.E.;
Supervisor, PermitslandEngineering Unit
cc: Mierrerritie Regional Office(with attachments)
Permits and Engineering Unit
Central Files
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50%recycled/10%post-consumer paper

State of North Carolina
Department of Environment, Health and Natural Resources
Division of Environmental Management
512 North Salisbury Street • Raleigh,North Carolina 27611
James G.Martin,Governor A.Preston Howard,Jr.,P.E.
William W. Cobey,Jr., Secretary Acting Director
NOTICE OF INTENT
National Pollutant Discharge Elimination System
Application for Coverage under General Permit NCG540000; Single Family Domestic Units
1. Name,Address,location,and telephone number of facility requesting Permit. ' /VA T`=
A. Official Name: T//o'77A5 4?A/D i2/ZZ/� L/gin, 4 L/NEle
B. Mailing Address:
(1)Street Address; 3 CfJ..55i9/r9/!9
(2)City; 23 Er,/friaA1"7—
(3)State; /�C
(4)Zip; ZcgO/Z
(5)County; STo�
C. Location. (Attach map delineating general facility locatioIn�})
(1)Street Address; rl'T 5 �� 2`7` Ako a D.
(2)City; _/-3c/ncsAr
(3)State;
(4)County; 7/4 S Td"/
D. Telephone Number; (7DO' 37—Z- 79a 3 (/"aM a)
c99,?—do0.2 (CJofik)
2. Facility Contact:
A. Name; 7 Ncim P,5 /9 A/D e�zZL�"
B. Title;
C. Company Name;
D. Phone Number; (_) - (ASoctE)
3. Application type (check appropriate selection):
A. New or Proposed;
B. Existing; If previously permitted,provide permit number
and issue date
C. Modification; •
(Describe the nature of the modification):
4. Description of discharge.
A. Please state the number of separate discharge points.
1,[t 2,[l; 3,[]; 4,[ ONE
B. Please describe the amount of wastewater being discharged per each separate discharge point.
(Dep4i1 flow is based on 120 GPD/bedroom with a minimum of 240 GPD/home)
l: gallons per day (gpd) 2: (gpd) 3: (gpd) 4: (gpd)
ice. SlJE/Jcc Pagel
,}/APR ' V/? r2 3 73,e S CUN9 C loin ice.

C. Check the duration and frequency of the discharge, per each separate discharge point
1.Continuous:
2.Intermittent(please describe):•
3.Seasonal: (check the month(s)the discharge occurs):January[];February [ ];March[];April [],
May[];June[];July[];,August[];September[];October[];November[];December[].
4.How many days per week is there a discharge?(check the days the discharge occurs)
Monday[], Tuesday[], Wednesday[], Thursday[],Friday[], Saturday[], Sunday[].
•
AZ
5.How much of the volume discharged is treated? (State in percent) /OO
D. Describe the type of wastewater being discharged. (please list any known toxants being
discharged from this residence); it:Pec,S/ ENT/f7 G. "A i9.5T'$
mace. E� /Z)dWCg
E. Check the appropriate type of treatment being used to treat the wastewater,
1. Septic Tank;
2. Dual Sand Filters; _y
3. Recirculating Sand Filters;
4. Chlorination;
5. Other form of disinfection(specify);
6. Aeration(specify type); .5— :Le7='
7. Other(de crib€, be specific);
8. Please describe in detail the information checked above. (Include specifics for each check;to
include:type,dimensions,treatment amounts,design volumes,retention times for each
system,manufacture's specifics and contractor's specifics) Existing treatment facilities
should be described in detail and design criteria or operational data should be provided
(including calculations) to ensure that the facility can comply with requirements of
the General Permit.The following are the minimum design requirements needed for each of
the treatments listed above:
a.Septic Tank; Minimum tank septic tank size shall be 750 gallons for two bedrooms and
900 gallons for three bedrooms. The Division recommends the use of a 900 gallon tank for
a two bedroom and a 1200 gallon tank for a three bedroom unit. If excavation into
bedrock is necessary for the septic tank or sand filter then a liner of at least 10 mm
thickness shall be provided for the septic tank and/or sand filter.
b.Sand Filters(dual sand and recirculating sand filters); These shall be used to provide
secondary treatment. For the dual sand filters, the first filter shall be able to handle
1.15 GPD per square foot of filter and the second filter shall be able to handle 2.3 GPD
per square foot. These dual sand filters shall be in series. The Recirculating Sand Filter
should be able to handle 5.0 GPD per square foot with no more than a 3:1 recirculating
ratio. Sand shall conform to the Division's standards of 0.35 to 0.5 mm effective size,3.0
uniformity coefficient,and 0.5%dust content.
c. Chlorination; The chlorine contact chamber shall have at least a 30 minute detention
time. The volume should be calculated as follows: Volume(gallons)=(design flow x
• 0.5)/ 24 hours. Discharge pipe from the chlorinator shall be perforated.
d.Cascade.aeration should consist of a 5 step concrete trough but may also be made of rip
rap.
NOTE: Construction of any wastewater treatment facilities require submission of three(3)sets of plans
and specifications along with their application. Design of treatment facilities must comply
with requirement 15A NCAC 2H .0138. If construction applies to the discharge, include the
three sets of plans and specifications with the application.
5. Name of receiving water: C/N 414 J D Classification: L—
g. (Attach a USGS topographical map with all discharge point(s) clearly marked)
?Ert 6.05741-1 aDuNsL.f SotC c GJptiF IC Co9., s -
Page 2

"Iry _
6. Is the discharge directly to the receiving water?(Y,N) Y
If no, state specifically the discharge point. Mark clearly the pathway to the potential receiving
waters on the site map. (This includes tracing the pathway of the storm sewer to its discharge point,
if a storm sewer is the only viable means of discharge.)
7. Please address possible non-discharge alternatives for the following options:
A.Connection to a Regional Sewer Collection System;
B. Subsurface Disposal;
C. Spray Irrigation;
8. I certify that I am familiar with the information contained in the application and that to the best of
my knowledge and belief such information is true,complete,and accurate.
%/{O/'Yl AS /7/V9 5'� �ie1ZZ14
L
Printed Name of Person Signing /
Title ar a / 4e
Date Application Signed Zr •-+T�E.C, /'9 93
Signature of Applicant a..4'
NORTH CAROLINA GENERAL STATUTE 143-215.6 B (i)PROVIDES THAT:
Any person who knowingly makes any false statement, representation, or certification in any
application,record,report,plan or other document filed or required to be maintained under Article 21 or
regulations of the Environmental Management Commission implementing that Article,or who falsifies,
tampers with or knowingly renders inaccurate any recording or monitoring device or method required to
be operated or maintained under Article 21 or regulations of the Environmental Management
Commission implementing that Article, shall be guilty of a misdemeanor punishable by a fine not to
exceed$10,000,or by imprisonment not to exceed six months,or by both.(18 U.S.C.Section 1001 provides
a punishment by a fine of not more than$10,000 or imprisonment not more than 5 years, or both, for a
similar offense.)
flNotice of Intent must be accompanied by a check or money order for$400.00 made payable to the North
Carolina Department of Environment, Health, and Natural Resources. Mail three (3) copies of entire
package to:
Division of Environmental Management
NPDES Permits Group
Post Office Box 29535
Raleigh, North Carolina 27626-0535
I
Page 3

NORTH CAROLINA DEPARTMENT OF NATURAL RESOURCES AND COMMUNITY DEVELOPMENT
ENVIRONMENTAL MANAGEMENT COMMISSION
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
APPLICATION FOR PERMIT TO DISCHARGE - SHORT FORM D-SFR FOR AGENCY USE
+c_-,_r___ -�_.R
It ( TT
DATE RECEIVED
I I
YEAR MONTH DAY
TO BE FILED B SINGLE FAMILY RESIDENCES ONLY
FEES: EW APPLICATION $240 r
PERMIT MODIFICATION $240
PERMIT RENEWAL $240 PERMIT NAME CHANGE $50
1. Mailing address of applicant:
A. Name //0i114,5 ANas'i _ e,zzLE
B. Street Address Cic15$ ,41, 1,4
C. City - 3EG/2iA/7-f /‘/C° .�BG/2
D. County -')i9'S'TO•f•/
E ZIP Code /,Z
F. Telephone No. (Home)7 e ��7- 7963 (Work) 761
6'-Clara
EA
CODE CODE
2. Location of residence producing discharge:
A. Street Address and State Road # --i9.5-TLt/OO.t7 De.
A(1) Parcel/Lot # Z3 ?ezi Deed Book #/Page# /5/�"V
B. City Z3 E - ani-5 �/ G' 28a i2
C. County 6:9S7-2,�c,/
D. ZIP Code ,26G
3. This NPDES Permit application applies to which,of the following (check appropriate space): '
A. New or Proposed j/ �,ecir v r L c S 0.3 .07"/
B. Existing Unpermitted
C. Existing Renewal
D. Modification
E Renewal w/ Modification
Description of Modification
4. Number of bedrooms at residence: Number of Homes on System:
5. Type of system being used to treat wastewater (check appropriate space): -p
A. Septic Tank and Sand Filter
O B. Septic Tank, Dual or Recirculating Sandfilters, Cascade Reaeration
Vico C. Conventional Septic Tank _
D. Other (describe treatment)
6. Does your treatment system have chlorination? Yes _j No
(continued on back)
Short Form D-SFR 4 73)/2 OF 77 'Jc7 # 9r 2c' /7523/
Revised 3/93

11111111
7. Name of receiving water or waters which will accept the discharge, .,Vo &i m C
C/A is 3 9E2 G',Is'rab-) el:e0 NT cf So , l F A r 7-4-� G'or►-+c
8. Is any activity being performed at the residence which would generate wa)tes other than domestic wastes,
such as photographic processing? Yes ,
If yes, please explain;
I certify that I am familiar with the information contained in the
application and that to the best of my knowledge and belief such
information is true, complete and accurate.
Th-tr/n.9 s /47K/2 Y ���zz L-
Printed Name of Person Signing
Title (homeowner, etc.)
/993
Date Application Signed
a
Signature of Applicant
Mall copies of the completed application,ppIlcation, map or drawing showing the location of
di:.;barge, is long with the appropriate processing` fee to:
DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION - PERMITS & ENGINEERING UNIT
ATTENTION: NPDES GROUP
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
North Carolina General Statute 143-215.6(B) provides that: Any person who knowingly mg
any false statement, representation, or certification In any application, record, report,
or other document filed or required to be maintained under Article 21 or regulations of
Environmental Management Commission Implementing that Article, or who falsifies, tarr
with, or knowingly renders inaccurate any recording or monitoring device or method rec
to be operated or maintained under Article 21 or regulations of the Environmental Manage
Commission implementing that Article, shall be guilty of a misdemeanor punishable by a
not to exceed $10,000, or by imprisonment not to exceed six months, or by both, (18 U.!
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment
more than 5 years, or both, for a similar offense).
•
Short Form D-SFR

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PROFESSIONAL ENGINEERING SERVICES
P.O. Box 1468
Belmont, NC 28012
Phone: ( 704) 822-0002
DATE / F445. 9 Fax: (704) 822-1234
FAX COMMUNICATION
To: /1,e4F, - 5 . Ane 2 G4., - f/AZ
eF/4 6 — at"ie46-5 vf�c d sic _
FAX NU :("74") 6o 7~'o
FROM: Tom Grizzle - Thomas _Enaineering
ADDRESS: P. O . Box 1468 cr 3 Cassamia Place , Belmont , NC 28012 _
TOTAL PAGES INCLUDING COVER SHEET: q
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FEB-09-94 WED 19 :24 P. 02
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SOIL AND SITE REPORT FOR A GROUND ABSORPTION
WASTEWATER SYSTEM
by
JOE LYNN , REGIONAL SOIL SPECIALIST
ON-SITE WASTEWATER SECTION
DIVISION OF ENVIRONMENTAL HEALTH
Submitted to :
CURTISS HOPPER , ENVIRONMENTAL HEALTH SPECIALIST
GASTON COUNTY HEALTH DEPARTMENT
AUGUST 20 , 1993
Joe Lynn
Regional Soil Specialist

FEB-09-94 WED 19 :27 P. 06
•
SUMMARY
This site is UNSUITABLE for a ground absorption wastewater
treatment and disposal system under current laws and rules 15A.
NCAC 18A . 1900 . No ground absorption wastewater (septic tank)
system can be permitted on this site .
Conventional systems NO
Shallow conventional systems NO
Large Diameter Pipe systems NO
Prefabricated Porous Block Panel systems NO
Low Pressure Pipe Systems NO
Fill Systems NO
Aerobic Treatment Systems NO
This report gives a brief summary of the findings , conclusions ,
and recommendations .
If you have any questions or I can be of assistance contact me at
the Mooresville Regional Office ( 704 ) 663-1699 .
INTRODUCTION
COUNTY: Gaston
OWNER/APPLICANT: Tom Grizzle
LOCATION: Cassamia Place , lots # 17 & 18
TYPE OF FACILITY: Residence
DESIGN UNIT: 360 gpd
PROPOSED WATER SUPPLY : Community well
EVALUATED BY: Joe Lynn assisted by Curtiss Hopper using back hoe
pits
DATE OF EVALUATION: July 23 , 1993
OTHER(S) PRESENT : Mr . Grizzle and William Lanier
SITE INFORMATION
AREA/PRESENT USE: 1 . 6 Acres / wooded
TOPOGRAPHY: 5 to 15 percent

' PEB-09-94 WED 19 :27 P. 07
LANDSCAPE POSITION: Linear , foot , and nose slopes
SITE LIMITATIONS: Stream / steep slopes / cut area
SOIL INFORMATION
SOIL TEXTURE: ( surface) Loam and sandy loam
( subsoil ) Clay
SOIL STRUCTURE: (subsoil ) Blocky
CLAY MINERALOGY: Expansive and slightly expansive
SOIL DEPTH: 12 to 30 inches to unsuitable soil condition
SOIL WETNESS: N/A
RESTRICTIVE HORIZONS : None
SAPROLITE: 12 to 30 inches to unsuitable saprolite
AREA of S or PS SOIL: None found
CONCLUSIONS
This site is unsuitable for the installation of a conventional
ground absorption wastewater system due to :
1 . Unsuitable Topography and Landscape Position Section . 1940
Drainage features (gullies ) and depressions
2 . Unsuitable Soil Characteristics Section . 1941
Expansive clay mineralogy
3 . Insufficient Soil Depth Section . 1943
Soil depths of less than 36 inches
4 . Insufficient Available Space Section . 1945
Not enough area for an initial sewage system and a repair if
needed .
The site is Unsuitable under Rule . 1956 Modifications to Septic
Tank Systems . Neither shallow trenches , large diameter pipe , nor
porous block panel systems are options for this site . The
saprolite is unsuitable by this rule . Drainage will not be
needed on this site .
The site is Unsuitable under Rule . 1957 Alternative Sewage
Systems . Neither a fill system nor an aerobic treatment unit are
options for this site . A small area has sufficient soil depth for
2 Low Praa,,irc Pir,.,, mti : _
bedre,ntii crr 0 two bedroom system_

FEB-09-94 WED 19 :28 P. 08
RECOMMENDATIONS
The owner has the following options that might allow the use of
this property as desired :
1 . The applicant may purchase other Suitable or Provisionally
Suitable property to place the ground absorption sewage system
on .
2 . The applicant may obtain an easement on a Suitable or
Provisionally Suitable property to place the ground absorption
sewage system on .
3 . The Division of Environmental Management in Mooresville , N . C .
at ( 704) 663-1699 may be contacted to pursue options available
through that office .
4 . A sewage system can be pursued under Rule 1948 (d) . Written
documentation must be submitted to your office showing that the
proposed sewage system can be expected to function properly .
The data must contain the following :
A . The effluent must be non-pathogenic , non-infectious , non-
toxic , and non-hazardous .
B . The ground water and the surface water must not be
contaminated by the effluent .
C . The effluent must not be exposed to the ground surface or
discharged to surface waters where it could come into
contact with people , animals , or vectors .

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GASTON COUNTY ENVIRONMENTAL HEALTH
Are
j t,, 991 West Hudson Boulevard - Gastonia,North Carolina 28052 Phone(704)
8i8
653-5200
I
March 3 , 1994
Mr. Tom Grizzle RE: Beechbrook Subdivision
3 Cassamia Place Lots 17, 18, 23 &.24
Belmont, N. C. 28012 Block 3
Dear Mr. Grizzle : •
The above referenced lots have been evaluated for possible
installation of ground absorption wastewater systems. It is the
opinion of this office that these lots are unsuitable for any type
ground absorption wastewater system as determined by state and
local rules. Unsuitable topography, shallow soils to saprolite,
and mixed mineralogy clays are the limiting factors involved.
Enclosed is a copy of the report for lots 17 and 18 submitted by
Joe Lynn, Regional Soil Specialist with the state of North Carolina
On-Site Wastewater Section, Division of Environmental Health.
.If you have . further questions regarding this matter, please feel
free to call me at 853-5233, Monday-Friday 8 : 00-9s00• A.M. '
sincerely,
Curtis Hopper, R. S.
Environmental Health Specialist
NCH:lp
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��1 :2 1 „.. '_, P. 0 2
;v .�;I Cjr `? O N COUNTY_ ENVIRONMENTAL HEALTH
4
v ii ,
$48 G-.
991 West Hudson Boulevard Gastonia,North Carolina 28053 Phone(704)
853-5200
march 3 , 1994
Mr. "Torn Grizzle RE: Beechbrook Subdiva.sion
3 Cassama-a Place Lots 17, 18, 23 & 24
4elmont, N. C. 28012 _ Block 3
i. . ,, Mr. Grizzle :
;%- The above referenced lots have been evaluated for possible
, installation of ground absorption wastewater systems. It is the
opinion of this office that these lots are unsuitable for any type
ground absorption wastewater system as determined by state and
local rules. Unsuitable topography, shallow soils to saprolite,
and ],fixed mineralogy clays are the limiting factors involveth
' _ Enclosed is a copy of the report for lots 17 and 18 submitted by
s 'ae, Lynn, Regional soil Specialist with the state of North Carolina
1''° On-Site Wastewater Section, Division of Environmental Health.
f- .If you _have further questions regarding this matter, please feel
tree to call me at 853-5233, Monday-Friday 8 : 0019:O0. A:M.
iy
sincerely,
;,- C‘,77..t.44,‹ R-5-
Curtis Hopper, R. S. c ,
Environmental Health Specialist
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