WQ0013969_Final Permit_19970731

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
July 31, 1997
Mr. and Mrs. Kenneth Van Staalduinen
1000 Van Dorp Road
Pantego, North Carolina 27860
Dear Mr. and Mrs. Van Staalduinen:
I LT1.9;TA
T 0
A&, *
1�EHNR
Subject: Permit No. WQ0013969
Mr. and Mrs. Kenneth Van
Staalduinen
Single Family Wastewater
Spray Irrigation Facility
Beaufort County
In accordance with your application received June 6, 1997, we are forwarding herewith Permit
No. WQ0013969, dated July 31, 1997, to you for the construction and operation of the subject single
family wastewater treatment and spray irrigation facilities.
This permit shall be effective from the date of issuance until July 31, 2002 and shall be subject to
the conditions and limitations as specified therein. Please pay particular attention to the monitoring
requirements in this permit. Failure to establish an adequate system for collecting and maintaining the
required operational information will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within thirty (30) days following receipt of
this permit. This request must be in the form of a written petition, conforming to Chapter 150B of the
North Carolina General Statutes, and filed with the Office of Administrative Hearings, P.O. Drawer
27447, Raleigh, NC 27611-7447. Unless such demands are made this permit shall be final and binding.
One set of approved plans and specifications is being forwarded to you. If you need additional
information concerning this matter, please contact Rick Moore at [phone] extension 527.
Sincerely _
12—A. Preston Howard, Jr., P.E.
cc: Beaufort County Health Department
Washington Regional Office, Water Quality Section
Training and Certification Unit
Facilities Assessment Unit
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

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES
RALEIGH
SINGLE FAMILY SPRAY IRRIGATION PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Mr. and Mrs. Kenneth Van Staalduinen
Beaufort County
FOR THE
construction and operation of a 360 GPD spray irrigation wastewater treatment and disposal system
consisting of a 1,200 gallon baffled septic tank, two 55 ft2 subsurface sand filters, a tablet chlorinator, a
2,400 gallon storage/pump tank, and a 22,124 ft2 spray irrigation area to serve the Van Staalduinen
Residence, with no discharge of wastes to the surface waters, pursuant to the application received June 6,
1997, and in conformity with the project plan, specifications, and other supporting data subsequently filed
and approved by the Department of Environment, Health and Natural Resources and considered a part of
this permit.
This permit shall be effective from the date of issuance until July 31, 2002 and shall be subject to
the following specified conditions and limitations:
I. PERFORMANCE STANDARDS
Upon completion of construction and prior to operation of this permitted facility, a
certification must be received from a professional engineer certifying that the permitted _
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting materials. Mail the Certification to the Water Quality
Permits and Engineering Unit, P.O. Box 29535, Raleigh, NC 27626-0535.
2. The Washington Regional Office, telephone number [phone], 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.
3. The spray irrigation facilities shall be effectively maintained and operated at all times so that
there is no discharge to the surface waters, nor any contamination of ground waters which
will render them unsatisfactory for normal use. In the event that the facilities fail to
perform satisfactorily, including the creation of nuisance conditions or failure of the
irrigation area to adequately assimilate the wastewater, the Permittee shall take immediate
corrective actions including those actions that may be required by the Division of Water
Quality, such as the construction of additional or replacement wastewater treatment and
disposal facilities.

4. The issuance of this permit shall not relieve the Permittee of the responsibility for damages
to surface or groundwaters resulting from the operation of this facility.
5. The sand media of the dual subsurface sand filters must comply with the Division's sand
specifications. The engineer's certification will serve as evidence that these specifications
have been met.
6. 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)
hours per 1,000 gallons of tank capacity. The engineer's certification will serve as proof of
compliance with this condition.
7. If excavation into bedrock is required for the installation of the septic tank or sand filter, the
pit shall be lined with a 10 mil synthetic liner.
8. A sanitary tee shall be installed on the effluent pipe of the septic tank. The engineer's
certification will serve as evidence that these specifications have been met.
9. The residuals generated from these treatment facilities must be disposed in accordance with
General Statute 143-215.1 and in a manner approved by the North Carolina Division of
Water Quality.
10. Diversion or bypassing of the untreated wastewater from the treatment facilities is
prohibited.
11. The following buffers shall be maintained:
a) 400 feet between wetted area and any residence or places of public assembly under
separate ownership,
b) 150 feet between wetted area and property lines,
c) 100 feet between wetted area and wells,
d) 100 feet between wetted area and drainageways or surface water bodies,
e) 50 feet between wetted area and public right of ways,
f) 100 feet between treatment/storage units and any wells, and
g) 50 feet between treatment units and property lines.
H. OPERATION AND MAINTENANCE REQUIREMENTS
1. The facilities shall be properly maintained and operated at all times.
2. Upon classification of the facility by the Certification Commission, the Permittee shall
employ a certified wastewater treatment plant operator to be in responsible charge (ORC) of
the wastewater treatment facilities. The operator must hold a certificate of the type and
grade at least equivalent to or greater than the classification assigned to the wastewater
treatment facilities by the Certification Commission. The Permittee must also employ a
certified back-up operator of the appropriate type and grade to comply with the conditions
of Title 15A, Chapter 8A, .0202. The ORC of the facility must visit each Class I facility at
least weekly and each Class II, III, and IV facility at least daily, excluding weekends and
holidays, and must properly manage and document daily operation and maintenance of the
facility and must comply with all other conditions of Title 15A, Chapter 8A, .0202. Once
the facility is classified, the Permittee must submit a letter to the Certification Commission
which designates the operator in responsible charge within thirty days after the wastewater
treatment facilities are 50% complete.
3. A suitable vegetative cover of fescue shall be maintained.
4. Irrigation shall not be performed during inclement weather or when the ground is in a
condition that will cause runoff.

5 . Adequate measures shall be taken to prevent wastewater runoff from the spray field.
6. The application rate shall not exceed a cumulative loading of 26 inches over any twelve (12)
month period at an instantaneous application rate not to exceed 0.35 inches per hour.
7. The facilities shall be effectively maintained and operated as a non -discharge system to
prevent the discharge of any wastewater resulting from the operation of this facility.
8. No type of wastewater other than that from the Van Staalduinen Residence shall be sprayed
onto the irrigation area.
9. In the event that the sprinkler heads fail to achieve the design diameter of 54 feet due to
obstructions, the obstructions shall be removed or the sprinkler heads shall be raised and
supported to such height that the design diameter is achieved.
10. No traffic or equipment shall be allowed on the disposal area except while installation
occurs or while normal maintenance is being performed.
11. The spray irrigation field shall be fenced with at least a two strand wire fence.
12. The Permittee is responsible for the operation and maintenance of the entire treatment and
disposal system including, but not limited to, the following items:
a. The septic tank shall be checked annually and pumped out as needed.
b. The tablet chlorinator shall be checked every week. Tablets shall be added so as to
provide proper chlorination.
c. The storage, pump, and alarm systems shall be inspected weekly. The scum layer shall
be removed at the same interval as the septic tank is cleaned out.
d. The spray system shall be inspected weekly to make certain of the sprayers proper
operation, that the vegetative growth allows a proper spray pattern, that the soil is
assimilating the disposed treated wastewater with no surface runoff, and that no
objectionable odors are being generated.
III. MONITORING AND REPORTING REQUIREMENTS
1 _ Any monitoring deemed necessary by the Division of Water Quality to insure surface and
ground water protection will be established and an acceptable sampling reporting schedule
shall be followed.
2. The Permittee shall maintain records of all maintenance performed on the system and
irrigation area, as required in Condition II 12 for a minimum of five years. This
information shall be provided to the Division of Water Quality upon request.
3. Noncompliance Notification:
The Permittee shall report by telephone to the Washington Regional Office, telephone
number [phone] as soon as possible, but in no case more than 24 hours or on the
next working day following the occurrence or first knowledge of the occurrence of any of
the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility
incapable of adequate wastewater treatment, such as mechanical or electrical failures of
pumps, spray heads, etc.; or

b. Any failure of a pumping station or treatment facility resulting in a by-pass directly to
receiving waters without treatment of all or any portion of the influent to such station or
facility.
Persons reporting such occurrences by telephone shall also file a written report in letter
form within five (5) days following first knowledge of the occurrence. This report must
outline the actions taken or proposed to be taken to ensure that the problem does not recur.
IV. INSPECTIONS
1. Adequate inspection, maintenance, and cleaning shall be provided by the Permittee to
insure proper operation of the subject facilities.
2. Any duly authorized officer, employee, or representative of the Division of Water Quality
may, upon presentation of credentials, enter and inspect any property, premises or place on
or related to the disposal site or facility at any reasonable time for the purpose of
determining compliance with this permit, may inspect or copy any records that must be
maintained under the terms and conditions of this permit, and may obtain samples of
groundwater, surface water, or leachate.
V. GENERAL CONDITIONS
1. This permit shall become voidable unless the facilities are constructed in accordance with
the conditions of this permit, the approved plans and specifications, and other supporting
data.
2. This permit is effective only with respect to the nature and volume of wastes described in
the application and other supporting data.
3. This permit is not transferable. In the event there is a desire for the facilities to change
ownership, or there is a name change of the Permittee, a formal permit request must be
submitted to the Division of Water Quality accompanied by an application fee,
documentation from the parties involved, and other supporting materials as may be
appropriate. The approval of this request will be considered on its merits and may or may
not be approved.
4. Upon the availability of a municipal or regional sewerage collection system, the subject
wastewater treatment facilities shall be abandoned and all wastewater discharged into the
municipal or regional sewerage system.
5. Failure to abide by the conditions and limitations contained in this permit may subject the
Permittee to an enforcement action by the Division of Water Quality in accordance with
North Carolina General Statute 143-215.6(a) to 143-215.6(c).
6. The issuance of this permit does not preclude the Permittee from complying with any and
all statutes, rules, regulations, or ordinances which may be imposed by other government
agencies (local, state, and federal) which have jurisdiction.
7. This permit may be revoked if the Permittee fails to abide by the conditions of the
"Operation and Maintenance Agreement" previously signed by the Permittee.
8. A set of approved plans and specifications for the subject project must be retained by the
Permittee for the life of the project.
9. The Permittee, at least six (6) months prior to the expiration of this permit, shall request its
extension. Upon receipt of the request, the Commission will review the adequacy of the
facilities described therein, and if warranted, will extend the Permit for such period of time
and under such conditions and limitations as it may deem appropriate.
4

Permit issued this the thirty-first day of July, 1997.
NORTH CAR INA EN
YIR NTAL MANAGEMENT COMMUSSiON
�A. Preston Howard, Jr., P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0013969

Permit No. WQ0013969
July 31, 1997
ENGINEER'S CERTIFICATION
1, , as a duly registered Professional Engineer in the State of North
Carolina, having been authorized to observe (periodically, weekly, full time) the construction of the
project,
Project Name
Location
for the
Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation
of the construction such that the construction was observed to be built within substantial compliance and
intent of this permit, the approved plans and specifications, and other supporting materials.
Signature
Date
GI
Registration No.

pale. 9
,M1 - , h•"✓ rVr fir,•
•r
_elf— _ _�-- 4G -�Iw_-•a.�_y` �Y► .
Ir - I. - - � fir II • %// l �-IM ,y. •�'- ����_-rr---a►�-Yf• '•Y►'�`-'�'- G'-
w
NZ
s• ` Qr ! 'J i f /
.Tx r ," ,_►YR_ 1!; ti -• RMC �' 'KR7• s .•�� f
14
P3���ae. _ 16
0.7
-;, �❑ a •4/ / • /•
: - m / X2r
+o HOKE, N.C.
�. N3537.5—W 7645/7.5
j}i pvl�� 1978
4 ' Cam: 1 h=f
AMS 5655 111 NE—SERIES V84'
Iy 38
A.
20
- 32 6 rr � • � � i l� _�
� hiSi, V t
)WN) ACRE 22 Mi 331 47'30" 338 339 0 INTERIOR—GEOLOGICAL 6VRVEY, RESTON,I
SE r E Mr. TO u.S. 264 J V G 340
.24000 ROAD CLASSIFICATIO'
I WU Primary highway Lioht•&U
} 4000 5000 6000 7000 FFET

OPERATION AND MAINTENANC9,U3 Agf+l' LMOR THE
DIVISION OF WATER QUALITY
Name: g- i iA 1 r�
Address: ktir, r A
City: " a © _ Stage: _ Qc— _ ZIP: (S (0-0
Single Family Residence Wastewater Treatment System
Final Disposal by Spray Irrigation
Permit No. -W(�C7 13 q (A
? a Lk % ; County
I agree to operate and maintain the wastewater treatment system as follows:
1. The Permittee is responsible for the operation and maintenance of the entire treatment and
disposal system including, but not limited to, the following items:
a. The septic tank shall be checked every six (6) months and pumped out as required.
b.The tablet chlorinator shall be checked every week until the actual usage rate is established
and thence on a monthly basis. Tablets shall be added so as to provide proper chlorination.
c. The storage system, pump system, and alarm system shall be inspected monthly. The
scum layer shall be removed at the same interval as the septic tank is cleaned out.
d. The spray system shall be inspected monthly to make certain of the sprayers proper
operation, that the vegetative growth allows proper spray patterns, that the soil is absorbing
the disposed treated wastewater with no surface runoff, and that no objectionable odors are
being generated.
2" Failure of the Permittee to properly operate this system is subject to a penalty up to $10,000 per
day.
3. Failure to meet permit conditions or violation of the State's surface or groundwater regulations
will require cessation of occupancy of the residence.
I understand that failure to comply with these conditions along with Me permit 0011 LMUrls 11MY rtsuit iu
voiding the permit.
Signature: � Date: r ��
Notary Seal 44�tL
Notary Signature: �!�_ c� -� — �' C�._ i��n U Date: - -`l'�

Name o
Owner c
Mailing
County:
Present Classification: New Facility ✓ Existing Facility
NPDES PeT,4o. NCOO Nondisc. Per. No.koo1'?�'ti R Health Dept. Per. N
Rated by: elephone: 33-5 �_-� Date: q
Reviewed by: Health Dept. Telephone:
Regional Office Telephone:
STALE FOR CLASSIFICATION OF WATER POLLUTION CONTROL SYSTEMS
Central Office Telephone:
ORC: Grade; Telephone:
Check Classification's): Subsurface ✓ Spray irrigation LandApplication
Waslevraler Classification: (Circle One) I II III IV Total Points:
1tiP ':T PRQCESSE Alv"J RE ATfD QOJ 4T IPMENT WHO -i ARE AN INT PART OF N ' STR I Ppo t r -D t I
T LIZ ")cREQ W6S 17' 'NTr P' SE P cFEC TAW, =EPAS 00-N-SISTING'
\' l' FM" n( tit. 4 f T-1.^ =� Ec FI P ppr-yj
SJACJRPAC EC,1, lFY,-ATK)N
SPRAY IRRIGATION CLASSIFICATION
(check aP units that apply)
(check all units that apply)
1, septic tanks
1. preliminary treatment (definition no. 32 }
2. pump tanks
2. lagoons
s:phcn or pum,rdosing systems
3. septic tanks
4. sand filters
4. pump tanks
E. -crease trapfnterceplor
5. pumas
E.—olw'aier separators
F.. sand litters
7. subsurface treatment and disposal:
7. grease trapilnterceplor
— gravity
8, oil/water separators
pressure
9. disinfection
10. chemical addition for
nuirienllaloae control
1 tr spray irrigation of wastewater
Freirestrnenl of westewster in excess
of these 'Lomponents shall be rated using the point rating
s}•stem and will require an operator
with an appropriate duel certification.
LAN„ AFPLICATIC.'VRESIDUALS CLASWICATION (Applies only to permit holder)
1. _ Land a- plication of biasoiids, residuals or contaminated soils on a desionaled s4e.
FACILITYCLASSIFICATiCN
7n5 fc::o+ring SvVemis steal? be assioned a Class I classification, unless the flow is of a sionificanl quanlity or the technology is
c'n sca;'y ce-r'er, to require consideration by the Commission an a case-by-case basis: (Check it Appropriate)
OWl,42:er Separator Systems consisting only of physical separation, pumps and disposal;
2 Sep:ic TanklSand Filler Systems consisline only al septic tanks, dosing 'apparatus, pumps,sand filters, disinfection
ang direct discharge;
Lacon Syssems consisfinc only o! preliminary treaimeni, lagoon;, pumps, csinlecOon, necessary che:nicaf
Irea:rnen; for algae or nulrienl control, and direr: discharge;
4. Closed-loop Recycle Systems:
S Grcundwater RemedWion Systems consisting only of pumps, air -stripping, ca:ion adsorption, disinfection and
disF_sal:
6 Fish tams with discharge to surface waters:
Wa;e• Pian; sludge handlinc and bags. -wash wale- Treatment;
F Sea'c- d proccessinc consisting of screening and disposat,
c S-^_'e-lami!y discharg:oc systems w;tt the exception o! Aerobic Treaimen: Unils, wilt bL, classllied i' permitted after
Jt . t>r_3 o, if upor: insoechon by the Division it is lound that the system. is no; beinc adequa'e'y o:erated or
-.a nc:.' Svch sys,c s will be no:ihed c' :hc G3551hCa!i0^: or eec:zssi:,Ca:;on b� ;tie Commission,_ Fn writing.

She follcv;i lg scale is used for rating waste;,rater trealmian. fn%i:iii25: (GirGie appropriate
poirlts)
REM POINTS
{ 1 } frdusfrlal Prelrawmanl Units or Industria! Pretreatment Program (see definNon No. 33) ...................................................4
(2) ❑E -;GN FLOW OF PUNT IN gpd (not applicable to non-contamina(ed cooling waters, sludge handling
laciiities for water puri malion plants, totally closed cycle syslems'sas deEn.No^ No. 11), and faci:aias
canstsang only oll item (4)(d) or Items (4)(d) and (11)(d)]
0 . 20,000 ..................................... ........................................................ :.... ..........
....... _ ....1
20,001 • 50,000................. ..........................................................
50,001 - 100.000 ............................................. .....................--.................................................................3
100,001 250,000 ......... ................................. ........................................4
250,001 - 500.000.............................................................................._.......5
...........................................
500.001 - 1.000,000...... ..................... ............................................................ ...................................
A
1,000.001 - 2.000.000........ ........................ ...................................................... ....... — ............... .......... 1 0
2,000,001 (and up) rate 1 paint additional for each 200,000 gpd capacity up to it
m.ulntum of ........................................................................3 0
Design Flow {gpd)
(3) PRELIMINARY UNr1'SrPROCESSES(seedefinition No.32)
(a) Bar Screens ...................... ............................................... «.................... .............. .......... ......................... .1
or
(b) Mechanical Screens, Static Screens or Cantminuling Devtcas.................................. .......... .....
_.._......--...2
(c) Gra Removal .................................. ................................................ ,.._.............. I ......... I ...............
.. _.......1
or
(d) MethanicalorAerated GreRemoval .............................................................................................................2
(e } Flow Me asurirg Device .............................................................................1
or
(fJ Instrumented Flow Measurement...........................................................................................-..2
..................
(g) Preaarallon................................... ............................................................................................................2
(h) lnlluert FewEqualizallors..................... .................................................... ............. ...................................
{IJ Grease or Oil Separators - Gravily._................... ...................................................................... ...............
Mechanical.........................................................................................................................3
Dissoh4sd Air Flotation..........................................................................-.-......._..................................15
()) Prachlo.final)on..........................................................................................................................................5
(4) PAVARYTREEATMENT LNiTWROCESSES
{a) Septic Tank (see definilion No. 43)............................................................................................................2
(b) Imhoff Tank ...................... .................................------...........................................................5
(c) Primary Clarifiers ................... ...................................................................... ................................................. 5
(d) Settling Ponds or Sonling Tanks �or Inorganic Non-toxic MAlariats (sludge handling facilities lot
walar puriltica.ion plana, sand, gravel. stone, and other mining operations etcapt recreational
activitiessuch as gam cr gold mining)........................................................................................................2
(5) SECDtiDAF:r+TF?AT7.'.ENTLINTTS?Fc7CESSES
(a) Carbonaceous Stage
{() Aeration -High Purity Oxygen System...............................................................................20
Dirused Air Systom..........................................:,............................................................1 0
Mechanical Air Syslen (fixed, iloafing or rotor)..........„......................................................8
Separate Sludge Reaermion........................ ..................................................................... 3
{li) Trickling Filer
HighRate .................................................... _.................................................. ............... 7
StandardRata................................................................................................................5
PackedTower..............................................................................................-...-..............5
(rid] BiologicalAerateclFlherorAeratad
BiologicalFIIer............................................................................................................10
{iv) Aerated Lagoons ......... t................................................................................................0
(v) Rotating Biological Contactors......................................................................................10
{vi) Sand Fillers -intermittent biological ..................................................................................2
ReclrCalatingbiological.....................................................................................................3
(viiJ Stabilization Lagoons.....................................................................................................5
{viii} Clairiar...............................---...........................................---...-...........-...........................5
(it) Single stage system for combined carbonaceous removal of HOII and nitrogenous
ramo-ral by nitrilicairon (see definition No. 12)(Poinls for this nem have 10 be in
addition to Items (5)(a)(i) through
U tiWing Shp extended aeration process (see de'iniaion No.2a)_.........................................2
utilising other than the extended asraticn procass............................................................B
(x1 Nutrient add:iicns to enhance BOO rammal......... __ .......................................................5
(xi) Biological Culture (-Super Hugs•)addition........................................................................5
(b) N isogenous Stage
(i} Aeration - High Purity Oxygen System, .......... I ................... I ......... I ...... .......................
DiffusedAir System.......................................................................................................10
Mechanical Air System (fixed. floating or-rotor)....................n,....... .................. ... ............ B
Separate Sludge Reaeration.............................................................................................3
(ii) Tric}.hng Filler -High Rate .......................................... ......................................................... 7
StandardRate................................................................................................................5
PackedTower.................................................................................................................5
Biological Aerated Filter or Aerated Brologicai Filter. ........................................................_....10
(iv) Rotating Biciogical Conianors......................................................................................70
(v) Sand Filter E fnterminem biological..................................................................................2
Recirculating biological ............. __............................. -...... __........................................... 3
(vr) Clan or..................... ..............................................................................................5
(6) TER". gYCcADVk. CEDTREATIVIerTLIVfiS'?r"iocEssES
(a) Ac;vated Carbon Beds
wi;hOpl Carpon regeneration..................................r--.................--............................................ 5
with Carbon re 3^.e ration .................... .............. I ......................... -................................... -......
1 S
(b } s owosred or Granular ActNalec Carbon Feed.
wrhoul canon regeneration ........... .......... _.......................... .. I ....... .,.............. ,.I— ...... 5
w4h carbon rage"oradon............................................................... ...... ........-..........15
(c; a. s,., ..,.......5
( C) 7-r..:r.•,cai,on Puacos... ................................... ... .1.... 1..... ., ... .. I ..... 1 0