HomeMy WebLinkAboutJimmie Cotton Limited Partnership-Garden Court 4 :-f
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AGREEMENT FOR MANAGEMENT OF ON-SITE SEWAGE DISPOSAL SYSTEM
(1) Contracting Parties .
This Agreement is between JEFFERSON COUNTY, acting by and
through its Board of Commissioners (COUNTY) ; Jimmie Cotton Limited
Partnership-Garden Court (OWNER) ; Jimmie Cotton, General
Partner for Carden Court (DEVELOPER) ;and Cotton Enterprise , Inc . (A
Development
Washington Corporation) (On-Site Waste Management, hereinafter
called MANAGER.)
(2) Purpose.
The purpose of this Agreement is to provide for the continuous
function of a septic waste disposal system on the real property
identified in Exhibit "A" as is required by WAC 248-96-070 and all
applicable Jefferson County ordinances . Exhibit "A", which by
this reference is incorporated herein, both identifies the real
property and shows the approved on-site waste disposal system.
Upon completion of the septic system, the as-built plans for this
system shall be provided to the HEALTH OFFICER by the DEVELOPER-
OWNER and shall be attached as Exhibit "B" .
(3) Definitions .
(a) HEALTH OFFICER - The local authority, including any duly
appointed representative, that possesses responsibility for estab-
lishing and maintaining health and sanitation regulations related
to on-site sewage disposal systems .
(b) OWNER - The legal owner of an interest in property served
by the on-site waste system including any subsequent purchaser of
such interest.
Cc) DEVELOPER-OWNER - The party that develops and builds the
unit and applies for septic approval prior to the units being rented
to other parties .
(d) ON-SITE WASTE MANAGER - That entity responsible for
maintenance and management of the on-site waste system. It is
understood that COTTON ENTERPRISES , INC. will be the initial
manager.
(e) COUNTY - Jefferson County, a municipal corporation,
acting by and through its Board of Commissioners .
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(4) DEVELOPER-OWNER.
(a) The DEVELOPER-OWNER shall install the septic disposal
system in accordance with WAC 248-96 and in conformance with
all applicable local rules and regulations .
(b) The DEVELOPER-OWNER shall pay to the COUNTY an amount in
United States dollars equal to the installation cost of the
on-site septic system identified in Exhibit "A" except the cost
of the septic tank may be excluded from this payment. This amount
shall be paid within thirty (30) days after receipt of
notification of the system installation cost .
(b) The DEVELOPER-OWNER shall pay when billed those amounts
required by the MANAGER to properly operate, maintain and repair
the septic system identified in Exhibit "A" . Failure to pay that
amount billed within ninety (90) days after mailing of the bill
to the last known address of DEVELOPER-OWNER shall constitute a
lien against the real. property in the same manner as provided for
by law for mechanics ' liens .
(d) The DEVELOPER-OWNER shall provide MANAGER an operation
and maintenance, for the septic system.
(5) On-Site Waste Manager.
(A) The MANAGER shall be responsible for taking all action
necessary to insure the septic system is properly operated and
maintained. The actual work may be contracted out to qualified
private or public parties where appropriate. As a part of the
MANAGER' S function, it shall make at least an annual inspection of
the septic system. All plans for repair and/or replacement of
the septic system shall be approved by the HEALTH OFFICER in ad-
vance of any work performed. The HEALTH OFFICER shall review all
plans submitted by the MANAGER within a reasonable time.
(b) The MANAGER shall arrange with a party, properly licensed
for septic tank inspection and pumping, for the inspection and
pumping of the 'on-site waste system. The MANAGER shall have the
septic system pumped at least every twenty-four (24) months and/or
more frequently if required to maintain the system in proper order.
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,
(c) The MANAGER shall maintain and keep a complete record
of all work performed on the septic system, including inspection,
maintenance, pumping and repair, and shall also keep a similar
record of all problems with the septic system, including reports
of any problems . A copy of these records shall be provided to the
HEALTH OFFICER every twelve (12) months and the. said records shall
be made available by the MANAGER during normal business hours to
any party to this Agreement.
Cd) The MANAGER shall determine what amounts shall be re-
quired to adequately provide for normal inspection and maintenance
of the septic system and shall bill and collect from the DEVELOPER-
OWNER that mount. The MANAGER shall keep accurate records of the
monies received and all expenditures of such funds. A copy of these
records shall be provided to the HEALTH OFFICER every twelve (12)
months and the said records shall be made available by the MANAGER
during normal business hours to any party to this Agreement .
(e) The MANAGER shall employ and contract with only those
persons who are familiar with the maintenance and operation of sim-
ilar on-site sewage systems , after conferring with the HEALTH OFFICER.
Cf) The MANAGER shall follow the requirements of the operation
and maintenance manual provided for the septic system by the
DEVELOPER.
(g) The MANAGER shall assist the HEALTH_ OFFICER in any
inspection of the on-site waste system.
(h} The MANAGER shall be authorized to enter upon the
property served by the septic system described in Exhibit "A"
to perform its duties as set out herein. Entry shall be in a
manner creating the least disturbance to the residents and to
the real property, but in a manner consistent with efficient
operation and maintenance of the system.
(6) Health Officer.
Ca) In conjunction with his other duties as HEALTH OFFICER,
the HEALTH OFFICER may inspect the on-site disposal system
at any time during normal business hours. In the event the
HEALTH OFFICER determines that the on-site waste disposal system
is not functioning properly, he will advise the MANAGER in writing
of the problem. The MANAGER shall, within fifteen (15) days of
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the date of mailing of the notice, initiate corrective action.
In the event the problem has not been corrected within sixty (60)
days of the date of mailing, the HEALTH OFFICER has the authority
under this Agreement to do two things : (1) The HEALTH OFFICER
may designate a new on-site manager; and/or (2) he may repair,
replace and/or provide any required maintenance for the on-site
waste disposal system. Action by the HEALTH OFFICER shall only
be taken after discussion and review by the COUNTY.
(b) The HEALTH OFFICER shall periodically review the work
being performed by the MANAGER. At any time when the MANAGER
has failed to fully comply with its duties as outlined herein,
the HEALTH OFFICER shall advise the MANAGER in writing of the
performance deficiency. Should the MANAGER fail to correct any
such deficiencies within fifteen (15) days after mailing of
notification, or should the MANAGER repeatedly fail to properly
perform after notification of performance deficiencies , the
HEALTH OFFICER may advise the COUNTY of the MANAGER' s failure
to perform and the COUNTY may then contract with a new MANAGER
for performance of the MANAGER's duties . Any such MANAGER
shall execute an agreement , similar to this Agreement, which shall
outline its duties and responsibilities.
(7) County.
The COUNTY shall hold and manage the emergency trust reserve
fund and shall pay from the fund those amounts required to repair
or replace the on-site waste disposal system. Should funds be
unavailable to perform required septic tank pumping or other simi-
lar, required maintenance operations , these trust funds may also
be used by the COUNTY to perform that work.
(b) The COUNTY may, also, manage or contract for management
of the on-site waste disposal system when the MANAGER fails to
fulfill its obligations and has been advised of that failure in
accordance with Section (6) above.
(c) At such time as the emergency reserve trust fund
equals an amount which is two (2) times the cost of the initial
installation of the septic system, excluding the cost of the
septic tank itself, the COUNTY shall review the replacement cost .
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of the septic system and determine whether or not interest
should continue to be accumulated or whether future interest
should be disbursed to the OWNERS.
(9) Termination of Agreement.
(a) This Agreement shall remain in force until all on-site
sewage systems covered by this Agreement have been abandoned
and the rental units or other buildings served by such system
or systems have been connected to an approved public or private
sewage treatment facility.
(b) At such time as this Agreement is terminated, the
MANAGER shall pay all outstanding debts incurred by authority of
this Agreement. The balance of any funds remaining from septic
system management assessments shall be divided equitably among
all OWNERS in proportion to their average monthly service charge
for the previous twelve (12) months .
(c) At such time as this on-site waste system is replaced
by a public or private sewage treatment facility, the funds accumu-
lated in the emergency trust reserve fund shall be paid to the
entity constructing the said sewage facility, provided that this
amount of trust funds is applied to the OWNER' s financial obliga-
tion for such sewage facility. In the event there is no financial
obligation for the OWNERS for such facility or in the event use of
the existing on-site waste system is discontinued and no replace-
ment facility of any kind required, and this agreement is terminated,
the. COUNTY shall distribute the balance of the emergency trust
reserve fund to the OWNERS in a manner proportionate to their
respective interests.
(10) Amendment of Agreement.
This Agreement may be amended by mutual consent of the
parties hereto; EXCEPT, that if such amendment affects the rights
or obligations of any OWNER not a party to this Agreement , in
any -manner other than fee schedules and fee collection provisions ,
concurrence must also be obtained from any such OWNER.
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JEFFERSON COUNTY BOARD OF COMMISSIONERS
0rep
CARROLL M. MERCER, !MM
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A.M. A�,Z`J'✓ P<it-6 tXi-d.2-i,%yr-u' _`,
B.G.BROWN, MEMBER
OWNER
JIMMIE COTTON LIMITED PARTNERSHIP GARDEN COURT
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JIMMIE COTTON, GENERAL PARTNER
DEVELOPER
JIMMIE COTTON GENERAL PARTNER GARDEN COURT
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JIMMIE COTTON, GENERAL PARTNER
ON-SITE WASTE MANAGER COTTON ENTERPRISES , INC.
A WASHINGTON CORPORATION
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JIMMIE Cr/OTTON, PRESIDENT
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N CY CO N, SECRETARY'
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SP►IEDULE I •
IN JEFFERSON COUNTY, WASHINGTON
THE EAST 17 . 5 ACRES OF THE NORTH THREE-QUARTERS OF THE SOUTHWEST QUARTER
OF THE SOUTHEAST QUARTER OF SECTION 2, TOWNSHIP 29 NORTH, RANGE 1 WEST,
. LYING EASTERLY OF THE EAST LINE OF COUNTY ROAD 18-16 . 32 (KNOWN AS THE
ANNIE CHRISTIE ROAD) AND LYING NORTHERLY OF THE FOLLOWING DESCRIBED LINE :
COMMENCING AT THE SOUTHWEST CORNER OF THE EAST 17 . 5 ACRES OF THE NORTH
THREE-QUARTERS OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID
SECTION 2;
THENCE NORTH ALONG THE WEST LINE THEREOF A DISTANCE OF 312 FEET TO THE NORTH':
WEST CORNER OF A TRACT CONVEYED TO LEWIS THOMAS BY DEED RECORDED APRIL 20,
1950, UNDER AUDITOR ' S FILE NO. 121842, AND THE POINT OF BEGINNING OF THIS
LINE DESCRIPTION;
THENCE EASTERLY ALONG THE NORTH LINE OF SAID THOMAS TRACT A DISTANCE OF
344 FEET TO AN INTERSECTION WITH THE WEST LINE OF A TRACT CONVEYED TO
ORVILLE R. CHEEVES BY DEED RECORDING MARCH 20, 1957 IN VOLUME 144 OF
DEEDS, PAGE 446;
THENCE NORTHERLY ALONG SAID WESTERLY LINE TO THE NORTHWEST CORNER OF SAID
CHEEVES TRACT;
THENCE EASTERLY ALONG THE NORTHERLY LINE TO AN INTERSECTION WITH THE EAST
LINE OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER AND THE TERMINUS
OF THIS LINE DESCRIPTION.
TOGETHER WITH AN EASEMENT FOR INGRESS, EGRESS AND UTILITIES OVER, UNDER
AND ACROSS THE SOUTH 30 FEET OF THE FOLLOWING DESCRIBED TRACT :
THAT PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION
2, TOWNSHIP 29 NORTH, RANGE 1 WEST, LYING WESTERLY OF THE WEST LINE OF
COUNTY ROAD 18-15 . 63, EXCEPT ANY PORTION WITHIN THE NORTH 350 FEET THEREOF
AND ALSO EXCEPTING THAT PORTION LYING SOUTHERLY OF THE FOLLOWING DESCRIBED
LINE :
COMMENCING AT A POINT NORTH 01° 14 ' 26" EAST A DISTANCE OF 410 . 00 FEET FROM
THE NORTHEAST CORNER OF THE PLAT OF MORRISSEY ADDITION (RECORDED VOLUME 2,
PAGE 69);
THENCE SOUTH 88° 11 ' 51" EAST TO INTERSECT THE WEST LINE OF COUNTY ROAD
NO. 18-15 . 63, AND THE TERMINUS OF THIS LINE DESCRIPTION. ;, !. ..
END OF SCHEDULE I
L
EFFERSON COUNTY HEALTH DEPAR' -NT
802 SHERIDAN AVENUE
INSTALLER Sam Swanson PORT TOWNSEND, WASHINGTON 98368 RECEIPT NO. y7y7
(385-0480 (206)385-0722
BUILDER Cotton Enterprises SEWAGE DISPOSAL PERMIT DATE July 30. 1979
Submit in Duplicate
Jimmie C. Cotton Limited Partnerships P.O. Box 205. Hadlock (206) 385-2912
Owner Address Washington 98339Phone r
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Directions for locating site r
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See attached 82" X 11" sketch plan titled "Well Location"
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INSTALL NEW SYSTEM DUREPLACE SYSTEM ElPARTIAL REPAIR El TANK/DRAINFIELD❑
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TYPE OF 40-Uni t NO. OF SITE
BUILDING Apartments BEDROOMS 76 BASEMENT - SIZE 5 acres cn cn
DRAW DETAILED PLOT PLAN BELOW. STUB OUT PLUMBING ABOVE FOUNDATION FOOTING C13 n
SOIL LOGS 5 - Q\ ' . v_
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See attached plans, sheet C-1 to C-6, inclusive.
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Dig two holes per site. (min.) °D
4' deep-2' dia. -50' apart & flag APPLIC � O
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ANY CHANGE IN BUILDING OR SEWAGE DISPOSAL PLANS (INCLUDING PLUMBING STUBOUT
LOCATION) AND/OR LOCATION OF HOUSE OR DRAINFIELD INVALIDATES THIS PERMIT_ UNLESS
PRIOR APPROVAL IS OBTAINED FRI)M ITHF HFAI TH I]FPARTMFNT
Drainfield Lengtha333 Width 3 Depth 5 # Lings Tank Size\\0,\54:3 Gal. c
COMMENTS: ' c ��c . \. � � (TWO COMPARTMENTS) r
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(72j; : ) ck \c\A'N
APPROVED DATE INSPECTED PARTIAUFINAL DATE
I certify that this system was installed in a manner approved by the Health Department.
INSTALLER'S SIGNATURE DATE DATE INSTALLED
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0"XT�t�i GENERAL NOTES: TEMPORARY ERD$ION/SEDIME NTATION CONTROL NOTES
'� J Co 2��-12 �� 1. All work and serviceshallI» performed in accordance ttr plpnr paid leandwa 1. Where peseati e, the contractor shall maintain natural vegetation for silt uontrpl.
Specifications for municipal works construction (APWA 1977), ardsas reed willsor- 2. The contractor shall construct temporary siltation and retention ponds by piecing
wits on this plans. In case of esetlltct, the standard tpadnsstloeis for municipal straw bah+ around +wales.
10+28A- - works construction (APWA 19") thane take praeadence.
I _ . _. 3. The contractor shall provide and maintain ail temporary siltation and retention
�� - 2. The existing and approximate locations of underground utJfitles or sirredsne shows ponds in a satisfactory condition until such time that clearing and/or construction
VJNG AND DRA GE NOTED on these plans wen determined by a search of aysilablo public nations. The owner, is completed and the permanent drainage facilities are operational.
Gi'� I�� I'70AI�J1 t� 1. Finish gre4o4elervatims sticeem on ground or pavement, union otherwise noted on the and Land Planning and Management expressly disclaim any nsponelbNhy fora the 4. The contractor shell return siltation control areas to original ground conditions.
A pITeN TO ptpn, 0.50' for t f curb elevations accuracy or complenness of the information shown. Ths, contractor stall take two
nedsssery precautionary mossures to protect the utilities a ftrucla" dawn, and 5. The contractor shall rip rap base (both sides) of bales for erosion control at required.
I�AYL I GNT - 2. AN storm drain - shall be helical corrugated alum. pipe, 14 gauge, with gakets any other utilities or structural on the site. It shall be the responsibility of the
- /conforming AASHO M38, M-197, M211, and M-219 n approved by the ownar.
contractor to notify the ovnters of the utilities or structure rnacented before
3. The IC catch basins and type IV-C inlets shall conform to APWA 1977 catch starting work. TOA-1 t� P' Irl �r1Q�/ LE�3
-battles and inlets as specified in section 64 and as shown on standard plan nest. 52 TO i"iAI I`1TAI P1 A�J t�l(= Q L?
/ 59 respectively Inlet frame and grate shall be in aceordanp with standard GRADING NOTES. t�aIT101�1
plan ne_ 49. h excavated, rl�Qb )
1. The contractor shall and grub all areas+ to oxravad, firedaod/x pared to
4. All structure top and/or grades not conforming or fitting the now pavement surfed the satisfaction of the owner. \
shall be adjusted attadingly \
2. The contractor shall strip the surfs" organic material within the parking, roadway,
_ 5. All storm drainage pipe shall be bedded using native trenching materialand building areas only and dispose of the unsuitable matxial a directed by the \
•' i 6. Asphalt concrete pavement shall be Class 8 in accordance with the APWA Standard owner.
Specifications. 3. Prior to the placement of structural fill or base rode for the building often, paved
7. Crushed surfacing base course shall be 518" minus in accordance with the APWA areas and concrete flatwork corridors, the contractor shall scarify too asvpa to be
Standard Speciftcaticns. filled or rocked to a depth of six (6) inch". Once scarified, the souls sfsall be eon
i itionsed to the proper moisture content for compaction and rI- Is - - a at lesat
8. Ths contractor shall provide and maintain temporary sedimentation collection ninety five (95) pordnt of the maximum dry density a datermilso l by *4 ASTM
�. ir)��� TOT,ciL facilities, if necessary, to insure sediment Loden water does not enter the natural compaction procedure D 1157.70.
drainage system.
I�a. I 15 Vly 1 TS 9. An soft, s and/or unstable foundation malarial shall be removed and replaced 4. The littonsedcontracto than roper mothe structural fill material in omit reed coonch loon lihl
Y Poni91' PI isssnditioned to the proper moisture content for compaction end eornOeeMd t0 ar
with other suitable fill material lose ninety five t95) percent of the maximum dry density a dateremiwesl►y drs
�-F 10. The too of fill slopes and top of cut slopes shall be located one (11.toot maids the ASTM compaction lost procedure 0-1557-70. L ��VI��� �•� ��� ���p'
-2 8 property line of tt.o parcel. 5. The contractor shall prepare and hydro -seed all disturbed serum, i.e., regiiiitlon
�% _ than be damaged, destroyed
estroy of�.nniao dearer cm fill tlopa, pascals, etas. The panic
4 �% 8 mixteerre pas bluegrass toad appoed b► ra ownw.
LPM Land Planning & Managernent
1'!5 8 �_ 22627 152nd S.E. Kent, Wn.
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SANI I ARy SEWEH NOTES / �� r ABOVE P1PE U611-1G
,•� - - I All work and service shill he performed InF�iot�I
accordance with she plan. Jefferson / V.hATI�E
County Health Dept Standards and Specifications, and Standard Specifications for L EXO-
,numclpal works construction (APWA 1977). unlea noted otherwise on the plan \ N T1�1�:`i�i F••If FI�IEE O�
In case of conflict, the Jefferson County Health Dept Standards and Specifications
shall t,%r precedence. L U" rI
2 Sewer pipe shall be P V C pipe. SOR 35 PASTa4DJ0341 ¢ PI P� �� t" lA7 L
/ 3. The sewer shall be installed in accordance with the requirements of th
te e. Jefferson
�`.JtELEGT f-1ATIVE o
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GENERAL NOTES
P`p�1 -it
THE O��En
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1 The existence and approximate location of underground utilities or structures shown
(AG ta—I ro ff�)
on these plans were determined by a search of available public records. The owner
-�
,ind registered design professionals disclaims any responsibility for the accuracy or
completeness of the mtnrmation shown The contractor shall take the necessary
precautionary measures to protect the utilities or structures shown and any other
utilities or structures on the site. It shall be the responsibility of the contractor to
e�•-,� 1� r��/��s-•.0 s�--��T^
n the owner of the or structures concerned before starting work.
fitting the surlacr•
tDn^1 s 1AC5E— �W aI I i
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f grades
G Ali ttructure tops and, or grades not conforming or new pavement
Ali tr
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ANC:) eL���^� LlI-t�S
.VA TER NOTES
1 All work :hall he perlornned m accordance with the plan, City of Port Townsend
Standards and Specifications and Standard Specifications for municipal works
construction (APWA.1977) unless noted otherwise on the plan. In ease of conflict.
City of Port Townsend Standards and Specifications shall take precedence
2 Water pope shall be Asbestos Cement pipe, Class 200 (ASTMD- i with rubber
ring joints.
3. All fittings shall be cast iron conforming to the class of pipe used.
4. The watermains shall have a minimum of 36' cover.
- �I —1
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5. The fire hydrant (w/guard posts if reguiredf shall be installed in accordance with
the City of Port Townsend standard plan
6. Contractor will provide and install meters and boxes in accordance with the City of
Land Planning &Management
Port Townsend requirements.
22627 152rid. S.E. Kent, Wn.
7. 2" services shall meet the uniform plumbing code requirements
Planning e Design e Management
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