HomeMy WebLinkAbout1222 ResolutionRESOLUTION NO. 1222
WHEREAS, the city of Pasco and Franklin County Irrigation
District No. 1 wish to enter into an agreement relating to the
granting of an easement, and
WHEREAS, the district historically has and does discharge
its excess water over the lands herein in Exhibit "A" described
and lands adjacent thereto, and
WHEREAS, the city desires to discharge certain storm sewer
waters from the Riverview Height Subdivision unto such land of
the district in common with the district all as hereafter more
particularly set forth, NOW, THEREFORE,
BE IT RESOLVED BY THE COUNCIL OF THE CITY OF PASCO:
That the city council does approve the attached agreement,
an original of which is attached hereto and by this reference
incorporated herein, and authorizes. the mayor and ex officio city
clerk of the city of Pasco to execute said agreement with Franklin
County Irrigation District No. 1.
of
PASSED by the City Council of the City of Pasco this
December , 1978 .
Chet Bailie, Mayor
4EvenW611s,
Deputy City Clerk
APP OVED AS TO FORM• J
Dennis J. De F lice, City Attorney
18 day
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LEAVY,TABER.SCHULTZ,
BERGDAHL & SWEENEY
ATTORNEYS AT LAW
117 SOUTH THIRD STREET
P. O. 60X 691
PASCO. WASHINGTON 99301
PHONE: (509) $4$'1434
399.-346 ,
R E S O L U T I O N
WHEREAS, the City of Pasco and Franklin County.Irrigaton
District No. 1 wish to enter into an agreement relating to
the granting of an easement, and
WHEREAS, the.District historically has and does discharge
as excess water over the lands herein in Exhibit "A" described
and lands adjacent thereto, and
WHEREAS, the City desires to discharge certain storm sewer
waters from the Riverview Heights Subdivision unto such land
of the District in common with the District all as hereafter
more particularly set forth, NOW, THEREFORE:
BE IT RESOLVED by Franklin County Irrigation District No. 1
as follows:`
That the District does approve the attached agreement,
an original of which is attached .hereto and by this reference
incorporated herein, and authorizes the president and secretary
of the District to execute said agreement with the City of
Pasco.
DATED this ` day of February, 1979.
President
Attest:
Secretary
RECORDED IN VOL '1�4 ..
OF OFF19tL RECORDS
pAG____.�REQUEST OF
City of rasoc
FEB 1.51980 8:OOA.M.
DOROTHY TOWNE AUDITOR
FRANKLIN COUNTY, WASH,
DEPUTY
MAIL TO:
City of Pasco
M4K TO,
399346
ry, ,
399346 5 ,.:• ;
� t
Ui ,I-, NON-EXCLUSIVE EASEI'_ENT
A
THIS AGREED?FIJI made and entered into this day of
1979 ,. ;.
�� 1-4-'8•. by and between FRANKLIN COUNTY IP,ZICATION
N �,•, .
DISTRICT NO. 1, a municipal. corporation, nereinaf ter referred
;+ins 4
to as the "DISl'RICT"; and the CITY OF PASCO, a municipal
` ?• corporation; hereinafter referred to as the "CITY", F
T4 I T N E S S E T H: ` +
7
8 WHFREAS. the DISTRICT historically has and does discharge
9. its excess water over the lands herein in Exhibit "A'- described
10 and lands adjacent thereto, and
t.
WHEREAS. the CITY desires to discharge certain storm sewer
-
12 waters from The Riverview.Height Subdivision unto such land of
13 the DISTRICT.in common with the DTSTRTCT all as hereafter more
14 particularly set forth, NOW, TIIEREFORE:
15 _
FOR AND TN CONSIDERATION of the premises, the parties do.
16 hereby agree as follows: '
17
1) The DISTRICT does Hereby grant. sell and convey unto
18 the CITY an easement over, across and upon the property of the ,...
19 DISTRICT as set forth and described in Exhibit "A" hereto attach d
�.
20
and incorporated herein by reference for the following purposes,
21 to -wit: 'I
22
For the construction, repairing, reconstruction and fully
23 mgintaining a catch basin system as outlined in red on Exhibit
24 A': and according to the specifications and drawings, Exhibit
25 "B" hereto attached, which design and specifications the CITY
26 warrants to be adequate to fit the needs of the parties as
i P
27 hereinafter rxuressed.
28 2) It is understood and agreed that such catch basin system !
29 shall be sufficient as to fully provide for the reasonable needs
30
of the DIST?ICT now and in the future as well as those of the My.
---
31 It understood that the new water containment facility ;gill
32 accommodate ap-)roximately twice the DISTRICT'S excess water
VY. TABER. SCHULTZ.
RGDAHL 3 SWEENEY (J �(//// •?iyL-�
ATTORNEYS AT LAW
7 SOUTH THIRD STREET
P. O. BOX' 891
SCO,OTON993399346
ONE,
(5091(5091 543.10344 � �/� � /� ✓
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39934£
discharge and accordingly; adequate to meet the reasonable needs
of the DISTRICT. Should the DISTRICT'S needs exceed this capacit
the DISTRICT shall bear such expense but may integrate same into
present facility. All costs and expenses of constructin(J.
operating, and maintaining such system shall be that of the
CITY except for the following:
T
The DISTRICT shall construct and maintain'the ditches set
forth in blue to the red line on Exhibit :'A` attached. The CITY
shall maintain all area within such red line and the concrete
structure situate in the ditch designated in red.
3) The CITY shall indemnify the DISTRICT and hold the
DISTRICT free and harmless from.and against any and all claims,
liability, penalties, losses, damages, costs; expenses, causes
of action and/or judgments arising by reason of any injury or
damage to any person or persons or property of any kind what-
soever arising out of the joint use of the catch basin system by
the CITY and•.DIST.RICT:regardless of the party using the system
or whose water is in the same at the time of such claim, it bein(
understood that the DISTRICT has and shall retain the first -
priority to the use of the system for its needs and may provide
for reuse .of the water in the facility in such manner as shall n(
interfere with its primary function as a catch basin.
Excepted from such indemnification is the portion of the
ditch outlined in blue requiredto be maintained by the DISTRICT
on Exhibit ",A" and as to which the DISTRICT shall maintain the
same and the responsibility of the parties for any claims..
etcetera shall be borne by the party or parties causing the same
4) The sole consideration for this agreement is the
construdtion and maintenance ofthe facility by the CITY for,.
the joint use of the parties as herein in this agreement set
forth.
5) This agreement is conditioned upon the DISTRICT
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�.�..,. * •fit. a�`�.
!`�Irze,
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discharge and accordingly; adequate to meet the reasonable needs
of the DISTRICT. Should the DISTRICT'S needs exceed this capacit
the DISTRICT shall bear such expense but may integrate same into
present facility. All costs and expenses of constructin(J.
operating, and maintaining such system shall be that of the
CITY except for the following:
T
The DISTRICT shall construct and maintain'the ditches set
forth in blue to the red line on Exhibit :'A` attached. The CITY
shall maintain all area within such red line and the concrete
structure situate in the ditch designated in red.
3) The CITY shall indemnify the DISTRICT and hold the
DISTRICT free and harmless from.and against any and all claims,
liability, penalties, losses, damages, costs; expenses, causes
of action and/or judgments arising by reason of any injury or
damage to any person or persons or property of any kind what-
soever arising out of the joint use of the catch basin system by
the CITY and•.DIST.RICT:regardless of the party using the system
or whose water is in the same at the time of such claim, it bein(
understood that the DISTRICT has and shall retain the first -
priority to the use of the system for its needs and may provide
for reuse .of the water in the facility in such manner as shall n(
interfere with its primary function as a catch basin.
Excepted from such indemnification is the portion of the
ditch outlined in blue requiredto be maintained by the DISTRICT
on Exhibit ",A" and as to which the DISTRICT shall maintain the
same and the responsibility of the parties for any claims..
etcetera shall be borne by the party or parties causing the same
4) The sole consideration for this agreement is the
construdtion and maintenance ofthe facility by the CITY for,.
the joint use of the parties as herein in this agreement set
forth.
5) This agreement is conditioned upon the DISTRICT
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!`�Irze,
3=46
4
CITY OF PASCO
BY_
C/c `� .---
President
Attest:
Secretary
399346
"P U,
11
, .-contracting
with thd developers of. the Riverview
'Subdivision, for the
construction of the ditches outlined
'J, ''V
`.blue.on Exhibit "A" according
to CITY specifications.
�'
V6) The CITY to have
and to hold this easement. unto itself;
,',its successors or assigns
in.perpet.uity.
IN WITNESS WHEREOF, the
parties have hereunto set forth
their hands and seals the
dayand year firs't above written.
8
FRANKLIN COUNTY IRRIGATION
DISTRICT 130. 1
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BY ��7��t�
President
12
Attest:
13
Secretary
14
CITY OF PASCO
BY_
C/c `� .---
President
Attest:
Secretary
399346
"P U,
11
KRUEGER - STRATTON, INC.
' ENGINEERING AND SURVEYING
PRE -DESIGN REPORT
Irrigation/Storm Water Retention Basin
for Plat of Riverview Heights
and
Franklin County Irrigation District
_ Prepared By:
Krueger -Stratton, Inc.
December, 5, 1978
t
1766 FOWLER RICHLAND, WASHINGTON 99352 PHONE (509) 735-2�5311����
1601 COLLEGE ST. LACEY, WASHINGTON 98503 PHONE (206) 456-1661
Irrigation Overflow/Storm Water Retention Basin 9
Purpose:
The purpose of this report is to define the design criteria used for
the location and design of the proposed irrigation overflow/storm
runoff retention basin. This basin is to be located on the .Franklin
County Irrigation District property immediately West of Road 36 and
North of Argent Rd. in Pasco, Washington.
Design Criteria:
The retention basin size is to be designed to meet one of the two
following criteria:
1) The storm runoff of a five-year frequency summer storm falling on
the plat of Riverview Heights plus the irrigation overflow nor -
orally associated with a summer storm.
2) A winter storm having a total runoff of 184 inches over the
80 acre Riverview Heights plat, with no irrigation water present.
Assimulation of Data:
The first problem facing investigation was to determine the maximum
volume of irrigation flow normally accummulating at any one time in the
existing pond. In order to determine this, the pond was surveyed to
determine the size and depth and a contour map was drawn. The volume
was then calculated using a maximum water surface elevation approximately
one foot above what appears to be the high-water mask and two feet above
the normal water surface.
The second problem was to determine the runoff associated with a five-year
storm. The Washington State Department of Transportation rainfall
3.99.3,
Irrigation Overflow/Storm Water Retention Basin nAM 3A§,
Purpose:
The purpose of this report is to define the design criteria used for
the location and design of the proposed irrigation overflow/storm
runoff retention basin. This basin is to be located on the.Franklin
County Irrigation District property immediately West of Road 36 and
North of Argent Rd, in Pasco, Washington.
Design Criteria:
The retention basin size is to be designed to meet one of the two
following criteria:
1) The storm runoff of a five-year frequency summer storm falling on
the plat of Riverview Heights plus the irrigation overflow nor-
mally associated with a summer storm.
2) A winter storm having a total runoff of 184 inches over the
80 acre Riverview Heights plat, with no irrigation water present.
Assimulation of Data:
The first problem facing investigation was to determine the maximum
volume of irrigation flow normally accummulating at any one time in the
existing pond. In order to determine this, the pond was surveyed to
determine the size and depth and a contour map was drawn. The volume
was then calculated using a maximum water surface elevation approximately
one foot above what appears to be the high-water mask and two feet above
the normal water surface.
The second problem was to determine the runoff associated with a five-year
storm. The Washington State Department of Transportation rainfall
3993,4.E
Irrigation Overflow/Storm Water Retention Basin
Purpose:
The purpose of this report is to define the design criteria used for
the location and design of the proposed irrigation overflow/storm
runoff retention basin. This basin is to be located on the Franklin
County Irrigation District property immediately West of Road 36 and
North of Argent Rd. in Pasco, Washington.
Design Criteria:
The retention basin size is to be designed to meet one of the two
following criteria:
1) The storm runoff of a five-year frequency summer storm falling on
the plat of Riverview Heights plus the irrigation overflow nor-
mally associated with a summer storm.
2) A winter storm having a total runoff of 184 inches over the
80 acre Riverview Heights plat, with no irrigation water present.
Assimulation of Data:
The first problem facing investigation was to determine the maximum
volume of irrigation flow normally accummulating at any one time in the
existing pond. In order to determine this, the pond was surveyed to
determine the size and depth and a contour map was drawn. The volume
was then calculated using a maximum water surface elevation approximately
one foot above what appears to be the high-water mask and two feet above
the normal water surface.
The second problem was to determine the runoff associated with a five-year
storm. The Washington State Department of Transportation rainfall
3s9��
E