HomeMy WebLinkAboutWQ0011030_Final Permit_2002093017 %2.
o� W A7-E? Michael F. Easley. Governor
ti William G. Ross Jr.. Secretary
j[ North Carolina Department of Environment and Natural Resources
-i
f3 C Alan W. Klimek, P.E., Director
Division of Water Quality
September 30, 2002
Hilton Soba
Caswell Sewer Service Inc,
Box 862
Caswell Beach, NC 28465
Subject: Permit No. WQ0011030
Caswell Sewer Service Inc.
Hilton Soba
Wastewater Rotary Distributor Facilities
Brunswick County
Dear Mr. Soba:
In accordance with your application received April 2, 2002, we are forwarding herewith Permit No.
WQ0011030, dated September 30, 2002, to Caswell Sewer Service Inc. for the continued operation of the subject
wastewater rotary distributor facilities. Please note Condition 1:.1 which requires resolution of current
generator problems within sixty days.
This pe,=t shall be effective from the date of issuance until August 31, 2007, shall void Permit No.
WQ0011030 issued October 31, 1996, 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 perry it. 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, 6714 Mail Service Center, Raleigh, NC 27699-
6714. Unless such demands are made this permit shall be final and binding.
If you deed additional information concerning this matter, please contact Sue Homewood at (919) 733-
5083 extension 502.
I
SincereiX5
,; --Alan W. Klimek, P.E.
cc: Brunswick County Health Department
Wilmington Regional Office, Water Quality Section
Wilmington Regional Office, Groundwater Section
Groundwater Section, Central Office
Technical Assistance and Certification Unit
Non -Discharge Compliance/Enforcetnent Unit
Water Quality Central Files
NDPU Files
Non -Discharge Permuting Unit
16I7 Mail Service Center, Raleigh, NC 27699-1617
Internet hnp://h2o.cnr.srmte.nc.us/ndpu
Telephone (919) 733-5083 Fax (919) 715-6W
Telephone 1 800 623-7748
50% recycled/] 0% post -consumer paper
AaS'Qa
NCDENR
DENR Customer service Center
An Equal Opportunity Action Employer
NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
HIGH RATE INFILTRATION SYSTEM PERMIT
In accordance with the provisions of Article 21 of Chapter 14a, General Statutes of North Carolina as amended,
and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Caswell Sewer Service Inc.
Brunswick County
FOR THE
continued a 75,000 GPD wastewater rotary distributor facilities consisting of a 15,000 gallon equalization basin,
two (2) 37.500 gallon aeration tanks, two (2) 6,100 gallon clarifiers, a 8,400 gallon sludge digestion and holding
tank, dual 52 ft2 high rate tertiary sand filters, two (2) tablet chlorinators, a 1,550 gallon chlorine contact chamber,
effluent flow meter, a 1,520 gallon effluent dosing chamber with dual 100 GPM submersible pumps, two (2) 100
foot diameter rotary distributors with a total of 15,700 ft2 of disposal space, and a stand-by power generator, to
serve OceanGreens and the Arboretum; with no discharge of wastes to the surface waters, pursuant to the
application received April 2, 2002, and in conformity with the project plan, specifications, and other supporting
data subsequently filed and approved by the Department of Environment and Natural Resources and considered a
part of this permit.
This permit shall be effective from the date of issuance until August 31, 2007, shall void Permit No.
WQ0011030 issued October 31, 1996, and shall be subject to the following specified conditions and limitations:
PERFOP-MA.NCE STANDARDS
Within sixty days of permit issuance the standby generator will be permanently replaced or repaired
to ensure reliability within the wastewater treatment and disposal system.
2. In the event that the facilities fail to perform satisfactorily, including the creation of nuisance
conditions, the Permittee shall take immediate corrective actions, including those actions that may be
required by the Division of Water Quality (Division), such as the construction of additional or
replacement wastewater treatment or disposal facilities.
This permit shall become voidable if the soils fail to adequately assimilate the wastes and may be
rescinded unless the facilities are installed, maintained, and operated in a manner which will protect
the assigned water quality standards of the surface waters and ground waters. 'The ponding of
wastewater on the surface of the distribution field when the dosing cycle commences shall be
considered as evidence of failure of the soils to adequately assimilate the wastewater. Additionally,
such failure shall be interpreted as a violation of this permit condition.
4. 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 Division.
5. Adequate measures shall be taken to divert stormwater from the high rate infiltration area and to
prevent wastewater runoff.
5. Diversion or bypassing of the untreated wastewater from the treatment facilities is prohibited.
7. 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.
8. The following buffers shall be maintained:
a_ 400 feet between high rate infiltration unit and any habitable residence or place of public
assembly under separate ownership or which is to be sold,
b. 200 feet between high rate infiltration unit and any private or pubIic water supply source and any
streams classified as WS or B,
c. 200 feet from mean high water between high rate infiltration unit and any "SA" or "SB" classified
surface waters,
d. 200 feet from normal high water between high rate infiltration unit and any other stream. canal,
marsh, or coastal waters,
e. 200 feet from normal high water between high rate infiltration unit and any Class I or Class II
impounded reservoir used as a source of drinking water,
f. 200 feet between high rate infiltration unit and any other lake or impoundment,
g. 200 feet between high rate infiltration unit and any Drainage systems (ditches, drains, surface
water diversions, etc.) and from any groundwater lowering and surface drainage ditches,
h. 100 feet between high rate infiltration unit and property Iines,
i. 50 feet between treatment units and property Iines, and
j. 50 feet between high rate infiltration unit and other treatment units and public right of ways.
Some of the buffers specified above may not have been included in previous permits for this waste
treatment and disposal system. These buffers are not intended to prohibit or prevent modifications,
which are required by the Division, to improve performance of the existing treatment facility. These
buffers do, however, apply to modifications of the treatment and disposal facilities which are for the
purpose of increasing the flow that is tributary to the facility. These buffers do apply to any
expansion or modification of the high rate infiltration areas and apply in instances in which the sale of
property would cause any of the buffers now complied with, for the treatment and disposal facilities,
to be violated. The applicant is advised that any modifications to the existing facilities will require a
permit modification.
A usable green area shall be maintained for wastewater disposal. The green area shall have the
capability of accommodating the average daily flow of the facility being served without exceeding
the loading rates of the green area. A "green area", as defined in 15A NCAC 2H .0404 (g)(7), is an
area suitable for waste disposal, either in its natural state or which has been modified by planting a
vegetative cover of grasses or low growing shrubbery.
II, OPERATION AND MALNTENANCE REQUIREMENTS
The facilities shall be properly maintained and operated at all times.
2. Upon classification of the facility by the Water Pollution Control System Operator Certification
Commission (WPCSOCC), 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 WPCSOCC. The Permittee must also employ a certified
back-up operator of the appropriate type and grade to comply with the conditions of 15A NCAC SG
.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 15A NCAC SG .0202.
3. Daily visits by the ORC shall be done Monday. Wednesday, Friday, Saturday, and Sunday during the
months of April through October, including holidays which may fall on these days.
4. The facilities shall be effectively maintained and operated as a non -discharge system to prevent the
discharge of any wastewater outside of the high rate infiltration disposal area, which result from the
operation of this facility.
5. No traffic or equipment shall be allowed on the disposal area except while installation occurs or
while normal maintenance is being performed.
6. The rotary distribution fields shall be raked twice weekly during the months April through October
and once a week during the months of November through March.
7. The screenings removed from the wastewater treatment plant shall be properly disposed in a sanitary
landfill or by other means which have been approved by this Division.
S. Vegetative growth must be kept out of the rotary distribution areas at all times. All vegetation must
be removed manually so that minimal disturbance will occur to the disposal area.
9. The application of chemicals to the distribution field(s) is expressly prohibited.
10. An automaticaIIy activated standby power source shall be on site and operational at aII times. If a
generator is employed as an alternate power supply, it shall be tested weekly by interrupting the
primary power source.
11_ Diffusers shall be cleaned as needed to ensure that adequate aeration is provided. Records of this
maintenance shall be maintained by the Permittee.
12. The chlorine tablets used in the disinfection facility shall be of the kind and type specified in the
plans and specifications approved by the Division.
III. MONITORING AND REPORTING REQUIREMENTS
1. Any monitoring deemed necessary by the Division to insure surface and ground water protection will
be established and an acceptable sampling reporting schedule shall be followed.
2. Influent flow shall be continuously monitored and daily flow values shall be reported on Form
NDM _
3
The Ptrn-Littee shall install an appropriate flow measurement device consistent with approved
engineering and scientific practices to ensure the accuracy and reliability of influent flow
measurement. Flow measurement devices selected shall be capable of measuring flows "'ith a
maximum deviation of less than 10 percent from true flow, accurately calibrated at a minimum of
once per year, and maintained to ensure that the accuracy of the measurements is consistent vxith the
accepted capability of that type of device. Records of flow measurement device calibration shall be
kept on file by the Perrnittee for a period of at least three years. At a minimum, data to be included in
this documentation shall be:
a. Date of flow measurement device calibration
b. Name of person performing calibration
c. Percent from true flow
3. As an indicator of proper operation and maintenance, the facility shall produce an effluent in
compliance with the following limitations:
Parameter Monthlv Averaes
g-Daily Maximum
Flow 0.75 GPD
BODS (5-day, 20°C) 10 mg/1
NH3 as N 4 mg/1
TSS 20 mg/l
Fecal Coliform 14 per 100 ml b 43 per 100 ml
The effluent pH shall not be less than 6-0 standard units nor greater than 9.0 standard units.
a
Monthly averages for all but fecal coliform shall be the arithmetic mean of all samples collected
during the reporting period.
b
Monthly average for fecal coliform shall be the geometric mean of all samples collected during the
reporting period.
Daily maximum shall be the maximum value of all samples collected during the reporting period.
T The effluent from the subject facilities shall be monitored, by the Permittee, at the point prior to
discharge to the rotary distributor for the following parameters:
Parameter
Sam ling Point
Sampling Frequency
Tv e of Sample
Flow
Influent or Effluent
Continuous
Recording
BODS (5-day, 20°C)
Effluent
2/Month
Composite
NTH, as NI
Effluent
*2/Month
Composite
TSS
Effluent
*2/Month
Composite
Fecal Coliform
Effluent
2/Month
Grab
Settleable Matter
Effluent
Daily
Grab
Residual Chlorine
Effluent
Daily
Grab
NO3
Effluent
* *Triannually
Grab
TDS
Effluent
Triannually
Grab
TOC
Effluent
Triannually
Grab
Chloride
Effluent
x*Triannually
Grab
PH
Effluent
TriannualIy
Grab
* 2/Month sampling frequency only during the months of April through October. During the
remainder of the year, these parameters shall be monitored monthly.
* Triannually sampling shall be conducted during March, July and November.
4
If Groundwater sampling indicates or predicts problems with compliance with of the Groundwater
Standards, this permit will be modified to include additional and/or more restrictive limitations.
Adequate records shall be maintained by the Permittee tracking the amount of wastewater disposed.
These records shall include, but are not necessarily limited to the following information:
a. date and time of irrigation,
b. volume of wastewater irrigated,
c. zone irrigated,
d. length of time zone is irrigated,
e. continuous weekly, monthly, and year-to-date hydraulic (inches/acre) loadings for each zone,
f. weather conditions, and
g. maintenance of cover crops.
Three (3) copies of all monitoring data (as specified in condition ill 2 and Hl 3) on Form NDMR-1 1
and three (3) copies of all operation and disposal records (as specified in condition Ill 4) on Form
NDAR-2 shall be submitted on or before the last day of the following month. All information shall
be submitted to the following address:
NC Division of Water Quality
Water Quality Section
Non -Discharge Compliance/Enforcement Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
7. A record shall be maintained of all residuals removed from this facility. The record shall include the
name of the hauler, the permit authorizing the disposal or a letter from a municipality agreeing to
accept the residuals, the date the residuals were hauled, and the volume of residuals removed.
8. A maintenance log shall be maintained at this facility including, but not limited to, the following
items:
_ a. Daily sampling results including residual chlorine, settleable matter, and dissolved oxygen in the
aeration basin and at the clarifier weir;
b. Visual observations of the plant and plant site;
c. Record of preventative maintenance (changing of filters, adjusting belt tensions, alarm testing,
diffuser inspections and cleanings, etc.);
d. Date of calibration of flow measurement device;
e. Date and results of power interruption testing on alternate power supply; and
f. Dates fields were raked and arms inspected.
9. Noncompliance Notification:
The Permittee shall report by telephone to the Wilmington Regional Office, telephone number (910)
395-3900, 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 occurrence at the wastewater treatment facility which results in the treatment of significant
amounts of wastes which are abnormal in quantity or characteristic, such as the dumping of the
contents of a basin or tank. the known passage of a slug of hazardous substance through the
facility, or any other unusual circumstances;
b. 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, aerators,
compressors, etc.;
c. Any failure of a pumping station, sewer line. or treatment facility resulting in a by-pass of all or
any portion of the influent to such station or facility; or
Any time that self -monitoring information indicates that the facility is not in compliance with its
permit limitations.
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. GROUNDWATER REQUIREMENTS
Monitor wells MW-1, MW-2, and MW-3 shall be sampled every March, July, and November for the
parameters listed below. The measurement of water levels must be made prior to sampling for the
remaining parameters. The depth to water in each well shall be measured from the surveyed point on
the top of the casing. The measuring points (top of well casing) of all monitoring wells shall be
surveyed relative to a common datum.
Nitrate Nitrogen (NO;-N) Total Ammonia Nitrogen (NH3-N)
TDS TOC
pH Water Level
Chloride Fecal Coliforms
Total Phosphorous
Volatile Organic Compounds - In November only.
If TOC concentrations greater than 10 mg/l are detected in any downgradient monitoring well,
additional sampling and analysis must be conducted to identify the individual constituents comprising
this TOC concentration. If the TOC concentration as measured in the background monitor well
exceeds 10 mg/1, this concentration will be taken to represent the naturally occurring TOC
concentration. Any exceedances of this naturally occurring TOC concentration in the downgradient
wells shall be subject to the additional sampling and analysis as described above.
For Volatile Organic Compounds (VOCs) sampled in November, use only one of the following
;- nethods:
(A) Standard Method 6230D, PQL at 0.5 µg/L or less
(B) Standard Method 6210D, PQL at 0.5 µg/L or less
(C) EPA Method 8021, Low Concentration, PQL at 0.5 µg/L or less
(D) EPA Method 8260, Low Concentration, PQL at 0.5 µgfL or less
(E) Another method with prior approval by the Groundwater Section Chief
Any of the referenced methods used for VOCs must at a minimum. include all the constituents Iisted
in Table V1I1 of Standard Method 6230D. Any method used must provide a PQL of 0.5 µg/L or less.
which must be supported by laboratory proficiency studies as required by the DWQ Laboratory
Certification Unit. Any constituents detected above the Method Detection Limit (MDL) but below
the PQL of 0.5 µg/L must be qualified (estimated) and reported.
2. Any laboratory selected to analyze parameters must be Division certified for those parameters.
All reports and documentation (GW-59) shall be mailed to the following address:
Groundwater Section
Permits and Compliance Unit
1636 Mail Service Center
Raleigh, NC 27699-1636
I
Updated blank forms (GW-59) may be downloaded from the Groundwater Section's website at
htip:f/Q",ehnr.state.nc.us1 or requested from the address mentioned above.
4. The results of the sampling and analysis must be received on Form GW-59 (Groundwater Quality
Monitoring: Compliance Report Form) by the Groundwater Section on or before the last working day
of the month following the sampling month. The data of all groundwater sampling analyses required
by the permit conditions must be reported using the most recent GW-59 form along with attached
copies of the laboratory analyses.
Any additional groundwater quality monitoring, as deemed necessary by the Division, shall be
provided.
6. The COMPLIANCE BOUNDARY for the disposal system is specified by regulations in 15A NCAC
2L, Groundwater Classifications and Standards. The Compliance Boundary is for this disposal
system is 50 feet within the property boundary for the east and west property boundaries, and at the
northern and southern property boundaries. An exceedance of Groundwater Quality Standards at or
beyond the Compliance Boundary is subject to immediate remediation action in addition to the
penalty provisions applicable under General Statute 143-215.6A(a)(1).
In accordance with 15A NCAC 2L, a REVIEW BOUNDARY is established around the disposal
systems midway between the Compliance Boundary and the perimeter of the waste disposal area.
Any exceedance of standards at the Review Boundary shall require remediation action on the part of
the permittee.
1'. INSPECTIONS
1. Adequate inspection, maintenance, and cleaning shall be provided by the Permittee to insure proper
operation of the subject facilities.
2. The Permittee or his designee shall inspect the wastewater treatment and disposal facilities to prevent
malfunctions and deterioration, operator errors and discharges which may cause or lead to the release
of wastes to the environment, a threat to human health, or a nuisance. The Pen-ittee shall maintain
- an inspection log or summary including at least the date and time of inspection, observations made,
and any maintenance, repairs, or corrective actions taken by the Permittee. This log of inspections
shall be maintained by the Permittee for a period of three years from the date of the inspection and
shall be made available to the Division or other permitting authority, upon request.
Any duly authorized officer, employee, or representative of the Division may, upon presentation of
credentials. enter and inspect any property, premises or place on or related to the disposal site 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.
NZ. GENERAL CONDITIONS
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
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. The subject wastewater treatment and disposal facilities shall be connected to an operational publicly
owned wastewater collection system within 180 days of its availability to the subject facilities, if the
subject wastewater treatment or disposal facilities are in noncompliance with the terms and
conditions of this non -discharge permit or the governing statutes or regulations. Prior to the initiation
of these connection activities, appropriate approval must be received from this Division.
The annual administering and compliance fee must be paid by the Permittee within thirty (30) days
after being billed by the Division. Failure to pay the fee accordingly may cause the Division to
initiate action to revoke this permit as specified by 15A NCAC 214.0205 (c)(4).
6. Failure to abide by the conditions and limitations contained in this permit may subject the Pennittee
to an enforcement action by the Division in accordance with North Carolina General Statute 143-
215.6A to 143-215.6C.
7. The issuance of this permit does not exempt 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, including but not limited to applicable river buffer rules in 15A
NCAC 213.0200, erosion and sedimentation control requirements in I5A NCAC Chapter 4 and under
the Division's General Permit NCG010000, and any requirements pertaining to wetlands under 15A
NCAC 2B .0200 and 211.0500.
A set of approved plans and specifications for the subject project must be retained by the Permittee
for the life of this 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.
10. The Operational Agreement between the Permittee and the Environmental Management Commission
is incorporated herein by reference and is a condition of this Permit. Noncompliance with the terms
of the Operational Agreement shall subject the Permittee to all sanctions provided by North Carolina
General Statute 143-215.6(a) to 143-215.6(c) for violation of or failure to act in accordance with the
terms and conditions of this Permit.
Permit issued this the 30"' day of September, 2002
NORTH/CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0011030
STATE OF NORTH Ct,ROL2tiA
COUNTY OF --< ,ems XI-".e. perniiti4o.
Tris AGRFE?YE_N7 =ade pursuant to G.S. 143-215.1 (dl) a ,u entered into tits
day of
C%C i 04 , 19f -by wrid between the ?ro;trl Camara Emiront�nt3; )ti�a^�age�en�
Car^.�ssior�, an agency of tlic State of North Carolina, krnov.-n as Lhe CO'.WNESSION; and
a non-profit co.taiZtion oTEamZCd and
existing undtr and by %tripe of Lhe lak s of the State of NDrih Carolina, hereinafter lmou r as the ASSOCLMON.
RTI'NESSETri_
k��:Tr' � • S�rs.�v
1. The ASSOCLATION wa formed for the propose, L,. ; of handling the prop:.ny, affairs and
business of the deveiopmcnksown as 711' 1114'•'4 r" M .'e "v
(hcminaftez the DYvelopment); of opt. acing, mmtraining, -rc-constnlcting and repairing _ nts
of a dS-ate�:g the Disposal Svst= and of colle':iing
dues and assessment to provide funds for such operation, iraintmance, rt-construction and repair.
2. The ASSOCIA-MN desires, to corstract andlcr, operate a was*ww-ater collection system wit;, pumps,
wastewater• trio meet works and/or disposal facilities (h�reinaftc, Disxsal systc*r.) to pr o,, ide sanitary
stwage disposal to se-ve the Development on said lands.
?. ed to the CONMSSION for the iSSU nc- of a pmmit pursuant to G.S. 143-
i ne ASSOCI4Ti0'�' has app}i215.1 maintain, and/or operate the Disposal Sysre:n.
4. The Devcloprneni wzs ^7',-,amd subject to unit ou-nrrsh,ip in the dwellings units, othm improv=n.cnis and
lan- • ahm,.agh firing of a Dtclanration of Unit &A'tiership (herLi.,z ter Dtclar2tion}, pursuant to Chapter 47C
of The N o-m Caro? it a G.- nera1 Statutes.
C0-\;EM SS1ON desires to £ssu G � a; the Disposal System of th_ Developmemt is properly con5mlct:d,
J:`.^in^d zm rr�zt in aceordar±ce with lam a:nd pe, nit provisions in order m pno=t the quoin- of the
wa-t s of S:.:c _,nd Lilt pubiSc ini:.;'Cr$t therein.
N O)+', THEREFORE, in consideration of the proms-_s and Lhe benefit to be derived b, each of the pa.- ties
i:e:cto, Lt;e CONLIYUSSION and ASSOrALTION do hcreb�y mutual]}• ag•:-eoas follows:
p • i o- Tti�nr:i Civ ems.,,. _,,.71., ql. ., •hn r
� . � 4 .4 -�T1O� 5t7aii ::A�z'�=�z -° � — .r_ ,' II]..t.0 ..�:�' �:Llols o: *j'7odLFrca,iv..5 to L ..
Disposal Sysi-=. Ln accardancc ,�xzth the permit and plans and sp tcifications hei-X-ter issued and approved
by Lhe. CO' iNPISSJO ; aid shad thereafter properly operate. and mein -min such, systt= and fariiiries in
accordance Ai:h. applicable pc:mit prc,'isions and law.
2. The .y5SOt.`L4iTDti sha?1 provide in the d Association By1av��s Lttat Lhe Disposal systeua and
appear nances therero _ - ` - shall thereafter be properly tzi.rnained and
ope meted in confo:r=r A i0h lam• and tape proti isions of the permit for ; , operation, repair, and
maintenancx of the system and facilities. The _- - Bylaws shall identify the enure vu2stewatcr
irea='ni, coTle::tion xid disposal system as a eo i son element -which AU =ClivC The highest prionry Tor
experditt es by tine Association except for Federal, State and locoll taxes, and it:surance.
:. + 1lG ASSOCIATION sisal: pro�7d: ir: the _� ASSocie�On BvlBws ti'itt the Disposal 51'SLer21 u'iIi
be main incd taut of Lire common exposes. In order to assure thai Lie-e shall b- funds readily Evailablc w
repair, mairimirl or cDn:,r'u=L the Dispose System, beyond the routine operation and maintenance expenses,
the "- i �-=d Associadon Bylaw°s shaL provide that a fund br created out of the common cx}rr.scs.
Such fund shay b: sepLme from Lbt routine maimenanct allccat:.d for the faciiin• and shall bi part of nc�
vearlN- budzet.
�. L�. the event the cmi=nn expense alloca-bon and separate fund art not adequate fcc the corsmiction, Ttpair,
and maLmenance of the D?iTo&al Syss Association Byla-ws shall proN ide far special
aS S5L7eryt5 to c0%'er such necesSary Costs. Tbert shall be no Umii on the amount of such asscssmems, anL
t'it --' Bylaws shall provide that such spc ial asscss=nts can be made as necessary' at any
time. u .
5. if a w•astcwatc.r co',?e; tSon system and Wastewa= treatment and/or disposal facibzy provided by any city,
tt�wm, wtllage, counry, w'atc; and sewer authorities, or other un;t of govemncnt shall her einafler become
available to nerve the De` tlopment, the ASSOC—TkTION shall take such action as is necessary tc, cause the
existing and futL7e wastewater of the Development to be acetpted and discharged into said govcmmental
system, and shall convey or transfer as much of the Disposal System, and such ntccssx-y casements as the
govern-ovnta; uni7 may reauin as condition of accepting the Deve,opmcnfs wastewater.
6. RrcoLnizing that it would be contrary to the public interest and to the public health, safery and welfare for
the ASSOCIATION to enter into voluntary dissolution wvrhout having rye a.decuau provision for the
continued grope: mair_tena-me, mpair and opema on of its Disposal System, the ASSOCLATION shall
_ r ,side. in the ASSOC%ATTON Bvlaws that the ASSOCIATION shall not enter into voluntary dissolution
wi hout first hay nng tra.*tsferre.d its. said s-,'stam and faciliries to sow ; con, : or po.ntion o: o:hcr entity
c-ptable to and approved by the CO'N%NL15SI0N bytrlc issuanceof a permit'.
r . he .ASSOCLA'1T0N shall not transfer, convey, assign or othcrv,ist relinquish o- release iss responsibilin'
fo: the oreratior. 2-nd ma.intenancc of its Disposal Systmn until a p : has tr-cn rc:ssued to the
ASSOCLA IO s su;.ces�or.
S_ :fit zPecments stt fo; �:�t in numfcred paragmphs 1, 2, 3, 4, S, 6, and 7 abc,ve shO k Conditions of any
per t issued COI�'MIISSION to the ASSOCIATION for the consz; c;.rion, qv mmnance, repair and
emno ± of the Dsposa S}°stem.
9. .=t copy of this ate--mcnt shall filed at the Register of Deeds in the Coann'(ics) whe; ` the Declar-dtion is fi]e4
and ir t'�e of`ices of the Se.yretan, of Su-ne of'�orLh Cam ina with the ATdcles of lncorperation of the
Associztion:
P-+ V,TF.\ SS Vt —1-DI.OF, tas agmtniem w•as executed in duplicate o ig r cells by the dully authorized
rep�e; r:.�' \'C c?f i2?4 �.?.��$ her4Io or, Lh�• dal' and yt r wrirmn as indicat-utby each of tl'tc pardcs-named lclow:
�f- Y
r n i�. '� �'1 R O'-`\"�tiTA? .
M L-N.AGL'.21'•T CO'W'NES SION
0
r gl'7k
,) �4 rr)c5 /7 O uS c
?~;amt�f ASS0Ct ATION ?resident
Rr
S:grlan re
(A uthm zed by _A SSOC"iAiON Board of Directors
Daz•r
M-1 1 L 1F ` P 1.9') FOR f
EH
�'I r Y! {, l� t' E, e / (� f'7 ! '� 5 p/fr' + C'M M1E AA1L0 OF PIitGA440 AS
14tx f'i -5';r .S+ „ :rl wrctrYS .•l il}(ll ri�A,l1 , L1. ( il. L 1- f Gcv ! PALw,OLS BY LA fI{UUE /AT UE-
- � PAII TUAES 15 lD,llpp' }; 71{AT 711E
s✓'tl TN vie 11 I"ANwj IY. BRf.rislYiCA C.m'ffl I OCAANIMds flul NVETT ME M10YH
AS DHOKC11 LHAS PLOIlEO tRLU 114- r
i.lialf l l lie •1,.1, N'VU1 L .1x.11 INN IM, 1 UIM1.U1 OD LEALf[m%TI'p
ALllll55 YT VAIN Nlp SEAL RMS AY:
30 0.1 I.SI. CANts IiIA Yf1YCN i l Ifuk[ Cfilil'AIIY
.. .._ Zr 14 - ../ Au. 7
-- IA:LH HIRH. :luu hi fuS7 H£.R.
11txw[ Yl l l a I rh'AII L 101 U 0'4J Y-II IJ2 �77 latip SiNiV[Ytll ItF 571
r'7 lnt ! rl M W-3 A a„RD
.,..
S 02•DE•II' L 29/[6' P,�CARU(++'+.
31t'IIA
,� • 2• JEtl LPIL FEIR:L 121.%i'SEAL
... ..,. . tl If:IA V , ay L-4571 d
2' U[LL m 4 g
C1RHi rll11A1 CS' yO SUR'I�i A'
II'.r'71101 `'y'M� F
60012.2 SU Fl. r'2eota7tl-76 •, @ MdS���..A'
Lash ACh'LS ....,
lbw t NW-3 "
2'AWELL �f 1 STATED OR
SX1 ow1h17t h ICA SAS YSURt[Y uttS
Il IIOi YUPONf 10 RfrLECf my Ui Big
YtYtp41U.RG . UOik MAY 1 Art%XA&t
. i•r Lam$ _ 4 wCttl S. allifft RUU1 Y06 E99t 7USdAS9-
p •'� l Rry "n.TwOHE
WAM xsl&.E AT AL nuE Of
V 1R£A 1NE N7 BAfN IlNES: RllwclRVE CE atti"a I CFl
PL AIIf DD{II'NMIUI USE NE4ag1W4& A1aDmv
G.-6, FACTS RIAf NI Accm4TT. N10
0"ILMI TMIL $EAA141 MAY OlSOlOSC.
CEl1E f.£1C Bl G.K I 'U rilE kwmion Of UtiOACACI" OTK-
i CLY1CRCTE BLOCK . A lTIC5 AS SI10YRt L"oel ARE PALM 011
" S1kix:TuRC I STRUCfuRC ABOVE rkwNO S7NUCTURCS AND
25' IIU1 2.5• I11L�t NCOLYIDCW DRAYANGS pROV1DCD TIIC N s .�a. S,A�E rPR. LOCAU[YIS u L."Aca0rN10
•1 T Ulll111E s/S ltitlClIINES MAY VMY [ROM
'-" .Irr' xA,a �� 1 lOCARp116 YId1M1 HCRIl1H, AprlllialAL
m '+,AU e• "Quo Y1R171ES/S11LuCBUAES WAY CIE
1 \ YgIEk r FIICOWADEL1tITL'RFDRIKO. tU)lie CACAVATIhIS EOrMERE
NE ]LR " SWRVEYWfO LOCA.tEPuuAI[.D UR—SIpl1TCS/
SIAUCWHIE .
I
• aJ .. 1ry +
1,w1 ILLhl 1n If � 1 . au ! W
..a.
Or
Yf�u�`�-L
�Y C.i1 — �� �L• �•�„_"_._— �-.«� \ �•. �_ 1�_1]!a. _ lir%—�'17:L2.-�_iu9f 1
- •*ti Nni4�'_ — Ufa �—..._ .nrf " :mar-.--r�'. w .uo, E! d7'19'Oi:' Y 2yi L�• �-_._ � II ---mot wiE ._.__�.....
rbl of uAuuaur
vA1EN ,�' •.IAY1
S01LLL 1 Y1LI -50 If17
-Y r`I `� L7 2 ui• -�•� ��' lruRlLO vAl1N "LIi �.,r
N. -r------^'-W�1STUtlI 11- L117E ,Z.0 li wL 1: U1-0170
•^VAI�I R'i' -A N - y .-_A{St-ire-- v�u 1 `'f IlE.L 19' I'AV(KIOI 1NI0 L' E. EV-I1
a YI
- 11Cf.AN lsEtC FiI% I hllf 411' iO4
- Y FIGURE 2
CnSWI:IJ., SI?WI?It SI_R.VICI?
I11GII--RA'I'Ix ROTARY SYS'I'IiM
I3RUNSWICK COUN 1 Y
WQ0
0-E y /'y ^ W 2050
., J'r'4YLU1 SI`I/I? Dfrl� . MAI)
" ' 11rk ISI ANH uIR t -- �
.. 4 llRl111N1 1i11u. IlN