Minutes - 2001 - City Council - 01/09/2001 - RegularEAGLE CITY COUNCIL
MINUTES
January 9, 2001
ORIGINAL
PRE-COUNCIL AGENDA: 6:30 p.m. - 7:30 p.m.
l. Ada County Sheriff's Office: Sgt. Patrick Calley will present the December monthly report.
Sgt. Calley will be giving this report at the January 23, 2001 meeting.
2. Discussion of Senior Center request for funding suggestions for the gas stove replacement in
the Center. Geneva Trent. Council member Sedlacek would like to see the City fund the
entire amount. Discussion. This item is added to the agenda under new business for Council
action.
3. Discussion of Boise City letter dated December I9, 2000 regarding expansion of the Eagle
City Area of Impact. General discussion. Merrill feels that a point by point response to the
Boise City letter should be drafted and sent. Discussion.
Bastian arrives at the meeting at 6:40 p.m.
4. City Attorney Report: moved to end of meeting
5. City Engineer Report: moved to end of meeting
6. City Clerk/Treasurer Report: moved to end of meeting.
7. Zoning Administrator's Report: Discussion regarding the Blue Moose Cafe and their
continued lack of occupancy permit. They have done work on the trash enclosure, but the
materials used were not what was originally approved for by the Design Review Board.
Vaughan also has concerns with the upstairs being used as something other than storage space,
and notes the sidewalk is still not completed. Council agrees to accept the cedar trash enclosure
instead of the vinyl that was originally approved. Council also feels that if the sidewalk is
completed and the usable space issue is resolved then a certificate of occupancy can be issued.
Osborn requests clarification on Council's desire regarding the issuance of a liquor license.
Bastian states that if they have met the criteria established by the city and obtained their
Certificate of Occupancy, then the liquor license should be issued. Council also feels that ifa
certificate of occupancy cannot be obtained prior to the weekend, the Blue Moose Cafe may
obtain a one time only catering permit for the weekend event they have scheduled.
Reid Merrill 3073 Red Tail Dr. Eagle, Id. Discusses landscaping for Merrill Subdivision. Mr.
Merrill feels that the approval for the PUD he received from the City allowed the landscaping to
be installed as each lot was developed. Vaughan comments on the history of this application and
the approval language that Council adopted. Vaughan notes that the application which the
developer's representatives filled out for this project speaks to the "flexibility to install items"
whereas the site specific conditions do not speak to a lot by lot installation of landscaping. All
other applications require the landscaping improvements to be installed up front, so to speak.
The number of trees, spacing of trees and size of trees are the items that need to be addressed.
Discussion. Ms. Merrill notes that the entire PUD has a landscaping plan that was approved by
the Design Review Board, and then as each lot is developed, another Design Review approval is
needed for each lot. Generally the PUD's landscaping plan addresses the perimeter of the
development, whereas the individual lots landscaping is site specific. Bastian questions Mr.
Merrill if the individual property owners are aware of the fact that they are going to have to
provide substantial landscaping improvements in order to obtain final occupancy. Mr. Merrill
states that they are aware of the requirement. Mr. Merrill states that the requirement is stated in
their CC&R's. Bastian feels the surety should be returned to the Developer as long as the we
have letters that confirm that it is the responsibility of each individual property owner and that
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the City has clear communication that they have been noticed that they require Design Review
approval also, final occupancy will be withheld until the PUD landscaping requirements have
been met. The Council concurs with Mr.Bastian.
8. Mayor and Council's Report: moved to end of meeting
REGULAR COUNCIL AGENDA: 7:30 p.m.
1. CALL TO ORDER:
2. ROLL CALL: Bastian, Merrill, Sedlacek, Guerber. A quorum is present.
3. PLEDGE OF ALLEGIANCE:
4. CONSENT AGENDA:
· Consent Agenda items are considered to be routine and are acted on with one
motion. There will be no separate discussion on these items unless the Mayor, a
Council Member, member of City Staff, or a citizen requests an item to be removed
from the Consent Agenda for discussion. Items removed from the Consent Agenda
will be placed on the Regular Agenda in a sequence determined by the Rules of
Order.
· Any item on the Consent Agenda which contains written Conditions of Approval
from the City of Eagle City Staff, Plarming & Zoning Commission, or Design
Review Board shall be adopted as part of the City Council's Consent Agenda
approval motion unless specifically stated otherwise.
A. Claims Against the City.
B. Minutes of December 19, 2000.
C. DR-44-00 - Common Area Landscaping for Trolley Square Shopping Center -
Coulter Properties LLC: Per City Council request, all design review applications
are to be appealed by the Zoning Administrator to the City Council for their review
prior to the action taken by the Design Review Board on an application beingfinal.
Coulter Properties LLC, represented by Dakota Company Inc., is requesting design
review approval of the landscaping within the common areas of Trolley Square
Shopping Center. The site is located on the north side of State Street approximately
100-feet east of Palmetto Avenue. (WEV)
D. DR-53-00 - Professional Office Retail Building - Robert DeShazo, Jr.: Per City
Council request, all design review applications are to be appealed by the Zoning
Administrator to the City Council for their review prior to the action taken by the
Design Review Board on an application being final. Robert DeShazo Jr.,
represented by Douglas Landwer, is requesting design review approval to remove an
existing structure of 1,532-square feet and to construct a 5,944-square foot
professional retail building. The site is located on the north side of State Street
approximately 600-feet west of Eagle Road at 172 West State Street.(WEV)
E. DR-59-00 - Seven Oaks Elementary Classroom Addition - Meridian School
District No. 2: Per City Council request, all design review applications are to be
appealed by the Zoning Administrator to the City Council for their review prior to
the action taken by the Design Review Board on an application beingfinal. Meridian
School District No. 2, represented by Leatham-Krohn-VanOcker, is requesting
design review approval to construct a 4,900-square foot classroom addition to Seven
Oaks Elementary School. The site is located on the west side of Seven Oaks Way
approximately 450-feet north of Floating Feather Road at 1441 North Seven Oaks
Way. (WEV)
F. DR-60-00 - Office Building within Casa Escuela Subdivision - George Lund: Per
City Council request, all design review applications are to be appealed by the
Zoning Administrator to the City Council for their review prior to the action taken
by the Design Review Board on an application beingfinal. George Lurid, represented
by Steve Teed, is requesting design review approval to construct a 2,278-square foot
office building. The site is located on the east side of Academy Avenue
approximately 21 O-feet north of State Street at 244 South Academy Avenue (Lot 3,
Block 1, Casa Escuela Subdivision). (WEV)
G. DR-61-00 - Building Wall Signs for Sav-On Drugs - Albertsons Inc.: Per City
Council request, all design review applications are to be appealed by the Zoning
Administrator to the City Council for their review prior to the action taken by the
Design Review Board on an application being finaL Albertsons Inc., represented by
Don Cobb with Image National Inc., is requesting design review approval of five
building wall signs for Sav-On Drugs. The site is located on the northeast corner of
Chinden Boulevard and Eagle Road within The Marketplace at Eagle at 3212 East
Chinden Boulevard. (WEV)
H. DR-62-00 - Common Area Landscaping for Oakle¥ Estates Subdivision - Start
Ray: Per City Council request, all design review applications are to be appealed by
the Zoning Administrator to the City Council for their review prior to the action
taken by the Design Review Board on an application beingfinal. Start Ray is
requesting design review approval of the landscaping within the common areas of
Oakely Estates Subdivision. The site is located on the northeast corner of Floating
Feather Road and Ballantyne Road.(WEV)
I. DR-63-00 - Master Sign Plan for Eagle Forum Building - David Waldron and
Rod Graham: Per City Council request, all design review applications are to be
appealed by the Zoning Administrator to the City Council for their review prior to
the action taken by the Design Review Board on an application beingfinal. David
Waldron and Rod Graham, represented by Debbie Anderson with Idaho Electric
Signs, is requesting design review approval of a master sign plan for Eagle Forum
Building. The site is located on the southeast comer of Cedar Ridge Drive and 2nd
Street within Eagle Forum Subdivision at 408 South Eagle Road. (WEV)
J. DR-64-00 - Building Wall Sign for Pak Mail - Pak Mail: Per City Council request,
all design review applications are to be appealed by the Zoning Administrator to the
City Council for their review prior to the action taken by the Design Review Board
on an application beingfinal. Pak Mail, represented by Debbie Anderson with Idaho
Electric Signs, is requesting design review approval to construct an internally
illuminated building wall sign for Pak Mail. The site is located on the north side of
Plaza Drive within Eagle Plaza Shopping Center at 228 East Plaza Drive. (WEV)
K. Findings and Conclusions for PP-12-00 - Trolley Square Subdivision - Coulter
Properties LLC.: Coulter Properties LLC, represented by Tom Bauwens of the
Dakota Company Inc., is requesting a preliminary plat approval for Trolley Square.
The 26.9-acre, 23-1ot commercial subdivision is located on the north side of State
Street approximately 100-feet east of Palmetto Avenue. (WEV)
L. Findings and Conclusions for CU-12-00 - Trolley Square Subdivision - Coulter
Properties LLC.: Coulter Properties LLC, represented by Tom Bauwens with the
Dakota Company Inc., is requesting conditional use approval for Trolley Square
Shopping Center. The 26.9-acre shopping center site is located on the north side of
State Street approximately 100-feet east of Palmetto Avenue. (WEV)
M. Findings and Conclusions for RZ-12-00 - Trolley Square Subdivision - Coulter
Properties LLC.: Coulter Properties LLC, represented by Tom Bauwens of the
Dakota Company Inc., is requesting a rezone from A (Agricultural) to MU-DA
(Mixed Use with a Development Agreement). The 24.84-acre site is located on the
west side of Edgewood Lane approximately 2,000-feet north of East State Street.
(WEV)
DR-36-00 - Wireless Antenna at Eagle High School - U. S. West Wireless LLC:
West Wireless LLC, represented by Paul Hoffman with W & H Pacific Engineering,
is requesting design review approval to construct a wireless antenna on a
replacement light standard located at the baseball field of Eagle High School. The
site is located on the east side of Park Lane approximately V2 mile north of Highway
44 at 574 North Park Lane. (WEV)
DR-66-00 _ A-frame Sign for Total Attractions - Carol Bishop: Carol Bishop is
requesting design review approval to display an a-frame sign for Total Attractions in
front of her business within Bosanka Village. The site is located on the south side of
State Street at 391 West State Street, Suite A. (WEV)
Merrill removes 4C, D, F, I from the consent agenda.
Merrill moves to approve the Consent Agenda as amended. Seconded by Bastian. ALL
AYE: MOTION CARRIES...
4C DR-44-00 - Common Area Landscaping for Trolley Square Shopping Center - Coulter
Properties LLC: Per City Council request, all design review applications are to be appealed by
the Zoning Administrator to the City Council for their review prior to the action taken by the
Destgn Review Board on an application being,final. Coulter Properties LLC, represented by
Dakota Company Inc., is requesting design review approval of the landscaping within the
common areas of Trolley Square Shopping Center. The site is located on the north side of State
Street approximately 100-feet east of Palmetto Avenue. (WEV)
Merrill would like the buffer retained between the residential and the commercial development.
Merrill moves to approve DR-44-00 Common Area Landscaping for Trolley Square Shopping
Center with the following changes. Site specific condition #16: shall read that the 40' buffer
along the north boundary shall remain. Amend site specific condition to read: Perimeter
landscaping along State Street shall be planted from the centerline of the berm south. The north
side of the berm shall be completed except wherever the shrubs abut the building. Seconded by
Bastian. Discussion. Merrill withdraws the motion.
Merrill moves to approve Common Area Landscaping for Trolley Square Shopping Center with
the following changes. The center of the berm on State Street shall be landscaped complete
except where the buildings abut up. Item #10 on the findings of fact shall reflect the change that
it will be 40' buffer will be from the northwest comer to the east and not along the west
boundary. Seconded by Guerber. Discussion. Merrill withdraws her motion.
Merrill moves to approve DR-44-00 Common Area Landscaping for Trolley Square
Shopping Center with the following changes: The 40' buffer from the northwest corner
headed east shall remain. The landscaping on State Street shall be completed on all of the
berm except where buildings abut landscaping, and the landscaping surrounding the
building shall be done at upon building construction. Seconded by Sedlacek. Discussion.
THREE AYE...ONE NAY (Bastian). MOTION CARRIES.
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4L. Findings and Conclusions for CU-12-00 - Trolley Square Subdivision - Coulter
Properties LLC.: Coulter Properties LLC, represented by Tom Bauwens with the Dakota
Company Inc., is requesting conditional use approval for Trolley Square Shopping Center. The
26.9-acre shopping center site is located on the north side of State Street approximately 100-feet
east of Palmetto Avenue. (WEV)
Merrill moves to reconsider Findings and Conclusions for CU-12-00 - Trolley Square
Subdivision. Seconded by Sedlacek. ALL AYE...MOTION CARRIES.
Merrill moves that the findings and conclusions for CU-12-00 shall mirror the Design
Review approval for DR-44-00 Common Area Landscaping for Trolley Square Shopping
Center. Seconded by Sedlacek. ALL AYE...MOTION CARRIES.
4D. DR-53-00 - Professional Office Retail Building - Robert DeShazo~ Jr.: Per City Council
request, all design review applications are to be appealed by the Zoning Administrator to the
City Council for their review prior to the action taken by the Design Review Board on an
application beingfinal. Robert DeShazo Jr., represented by Douglas Landwer, is requesting
design review approval to remove an existing structure of 1,532-square feet and to construct a
5,944-square foot professional retail building. Thc site is located on the north side of State Street
approximately 600-feet west of Eagle Road at 172 West State Strect.(WEV)
Merrill notes that a letter has been received by Idaho Power stating their intent to meet with Mr.
DeShazo regarding power pole placement on this property. Merrill feels that it is an issue
between Idaho Power and Mr. DeShazo and is therefore making a motion for approval of this
Design Review application.
Merrill moves to approve DR-53-00 Professional Office Retail Building. Seconded by
Sedlacek. ALL AYE...MOTION CARRIES.
F. DR-60-00 - Office Building within Casa Escnela Subdivision - George Lund: Per City
Council request, all design review applications are to be appealed by the Zoning Administrator
to the City Council for their review prior to the action taken by the Design Review Board on an
application beingfinal. George Lund, represented by Steve Teed, is requesting design review
approval to construct a 2,278-square foot office building. The site is located on the east side of
Academy Avenue approximately 21 O-feet north of State Street at 244 South Academy Avenue
(Lot 3, Block 1, Casa Escuela Subdivision). (WEV)
Cerda reviews the Design Review action and discusses the reconsideration letter the applicant
has submitted.
Merrill moves to approve DR-60-00 - Office Building within Casa Escuela Subdivision with the
recommendations presented by staff regarding par!ding resulting in item #6 being deleted.
Seconded by Bastian. Discussion. Merrill withdraws the motion.
Merrill moves to continue item DR-60-00 Office Building within Casa Escuela Subdivision
to the next regularly scheduled council meeting so that staff can research city code
regarding the site. Seconded by Bastian. Discussion. ALL AYE...MOTION CARRIES.
4I. DR-63-00 - Master Sign Plan for Eagle Forum Building - David Waldron and Rod
Graham: Per City Council request, all design review applications are to be appealed by the
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Zoning Administrator to the City Council for their review prior to the action taken by the Design
Review Board on an application beingfinal. David Waldron and Rod Graham, represented by
Debbie Anderson with Idaho Electric Signs, is requesting design review approval of a master
sign plan for Eagle Forum Building. The site is located on the southeast comer o£Cedar Ridge
Drive and 2"4 Street within Eagle Forum Subdivision at 408 South Eagle Road. (WEV)
Merrill draws Council's attention to the size of the monument sign and requests Council be aware
of the visual impact numerous signs this size will have on the bypass.
Merrill moves to approve DR~63-00 Master Sign Plan for Eagle Forum Building.
Seconded by Sedlacek. ALL AYE....MOTION CARRIES.
5. FINAL PLATS:
A. FP-9-00 - Final Plat for Spring Creek III Subdivision - Spring Creek Associates LLC:
Spring Creek Associates LLC, is requesting final plat approval for Spring Creek III Subdivision,
a 4.6-acre, 20-lot (18-residential, l-commercial, and l-common) subdivision is located on thc
northwest comer of Eagle Road and Ranch Drive extended at 653 North Eagle Road. Thc site is
within the Eagle City Limits. (WEV)
Mayor introduces the item.
Vaughan briefly reviews the staff report.
Mark Butler states they have met several times with ACHD regarding road issues. Doug Pike
1091 N. Pinnacle Way Eagle, Idaho discusses the application. General Discussion.
Bastian moves to approve FP-9-00 Final Plat for Spring Creek III Subdivision modifying
condition #3 as proposed by the LCI document (attached to minutes) and delete condition
#4, modify condition #7 as proposed by the LCI document. Seconded by Guerber. ALL
AYE...MOTION CARRIES.
6. UNFINISHED BUSINESS:
A. Discussion regarding the Brookwood well and letter from Aries Development dated
December 12, 2000. This item was continued/rom the December 19, 2000 meeting.
Mayor introduces the item.
Veto Brewer, Holladay Engineering, discusses the status of the Brookwood well. Brewer notes
that the documents previously missing have been received.
Mike Hormachea 1101 W. River Street. Discusses letter dated December 12, 2000 regarding the
issuance of building permits for Brookwood #3. Letters have been submitted to the City from
Eagle Fire Department, Eagle Sewer District and United Water regarding their inspections on
this phase, he has also submitted a disclosure form to be signed by the lot owners regarding the
conditions placed on the lots in this phase.
Merrill moves to allow Mr. Hormachea to obtain building permits for phase 3 of
Brookwood Subdivision. Seconded by Bastian. ALL AYE...MOTION CARRIES.
B. Findings and Conclusions for RZ-9-00/PPUD-6-00/PP-9-00/CU-9-00 - Picadill¥ Village
Planned Unit Development - Stacia Patterson: Stacia Patterson, represented by Mark Butler
with Land Consultants Inc., is requesting a rezone from R-4 (Residential - four units per acre) to
MU-DA-P (Mixed Use - with Development Agreement-PUD), conditional use, planned unit
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development preliminary development plan, and preliminary plat approval for Pieadilly Village
Subdivision. The 6.87-acre, 19-lot (16-residential, 2-commercial, and 1-common) subdivision is
located on the southwest comer of State Highway 55 and Hill Road. This item was continued
from the December 19, 2000 meeting. (WEV)
Mayor introduces the item.
Mark Butler requests clarification of the findings.
Discussion.
Guerber moves clarify the original motion on the Findings and Conclusions for RZ-9-
00/PPUD-6-00/PP-9-00/CU-9-00 - Picadilly Village Planned Unit Development to stipulate
the 2000 sq. ft. limit as well as the 1500 sq. ft. limit as well as the requirement that
landscaping be provided in lieu of the actual wall construction. Seconded by Bastian.
Discussion. TItREE AYE...ONE NAY (Merrill). MOTION CARRIES.
C. Review and approval of the Jensen-Belts Contract for Merrill Community Park: The
City Attorney is requesting this item be continued to the January 23, 2001 meeting. (SEB)
Mayor introduces the item.
Guerber moves to continue this item to the next regularly scheduled meeting. Seconded by
Bastian. ALL AYE...MOTION CARRIES.
7. PUBLIC HEARINGS:
A. RZ-11-00 -Rezone from R-4 to CBD -Robert Runyan: Robert Runyan is requesting a
rezone from R-4 (Residential) to CBD (Central Business District). The 0.18-acre site is located
on the east side of Park Road approximately 200-feet north of State Street at 74 Park Road.
(WEV)
Mayor introduces the item.
Mayor opens the public hearing.
Mayor swears in Mark Butler.
Mark Butler 222 E. State Street Eagle, Idaho. Mr. Butler reviews the application.
Vaughan reviews the staff report.
The Mayor swears in Mr. Ditz.
Bill Ditz 673 W. Fordham Drive Eagle, Idaho. Is concerned with the restriction of the number of
employees that was placed by the Planning and Zoning Commission, he questions the legality of
that condition. He supports the project.
The Mayor swears in Ms. Quail.
Mary Quail 265 Park Road Eagle, Idaho. Concerned with the number of cars and the congestion
on the comer of State Street and Park Road. Would like the neighborhood to remain residential.
Also concerned with the narrowness of the street.
The Mayor swears in Mr. Ward.
Ken Ward 303 Park Road Eagle, Idaho. Draws Council's attention to the petition previously
submitted in objection to the rezone, those objections still apply. There are numerous long-term
residents who would like it to remain as is.
The Mayor swears in Mr. Adams.
John Adams 208 Park Road Eagle, Idaho. The traffic issues are real. It is a bottleneck and a
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dead end. All residents on this street have had either their fence or mailbox knocked over by
people trying to turn around. Believes limiting the number of employees is feasible. The traffic
problems need to be resolved before the zoning is changed to commercial.
Mark Butler rebuts testimony. Comments on the number of trips a day this use will generate.
Feels the use will be low intensity, and raise property values.
Ken Ward feels there are better property opportunities that would better accommodate this use in
town. A residential subdivision does not need to be sacrificed when there are other commercial
properties in town that could be utilized.
Mayor closes the public hearing.
General discussion. Buxton provides clarification on limiting the number of employees.
Discussion amongst the Council and Staff.
Sedlacek moves to deny RZ-11-00 Rezone from R-4 to CBD. Seconded by Merrill. ALL
AYE...MOTION CARRIES.
Mayor calls a five-minute recess.
B. PP-14-00 - Eagle River Subdivision - Eagle River, LLC: Eagle River LLC represented by
Bill Clark with Clark Development, is requesting preliminary plat approval for Eagle River
Subdivision. The 90-acre, 7-lot (5-commercial, 1-residential, 1-city park) subdivision is located
on the southeast corner of State Highway 44 and Eagle Road. (WEV)
Mayor introduces the item.
Mayor opens the public hearing.
The Mayor swears in Mr. Clark.
Bill Clark, 479 Main St. Boise, Idaho. Mr. Clark reviews the application.
Vaughan reviews the staff report.
Mayor swears in Mr. Leis
Stan Leis, 372 Woodlander Ct. Eagle, Idaho. Has concerns with how the public access is
identified on this preliminary plat. Notes the plat does not even identify the levee. Believes the
levee is access for the fire department. Also has concerns with development in the floodway,
and the subsequent negative impact on Island Woods homeowners. Encourages the Council to
obtain more information before approving these plans.
Clark rebuts testimony. States that in the FEMA maps the levee is not identified or recognized.
The grading plan, which has been reviewed and approved by the City Engineer, does show the
levee and the ponds.
General Discussion. Vaughan notes that the Council may want the pathway easement to be
reflected on the plat, as well as emergency access noted on the preliminary plat. There are
numerous requirements from the Development Agreement which are lacking in this application
and possibly Council will want to have them reflected on this plat. Brewer addresses questions
concerning roadway height, floodway storage, as well as the grading plan. Clark responds to
Council questions. Tim Mokwa, Toothman-Orton 977 Chinden Blvd. Boise, Idaho comments on
the ponds on site and their functions. Merrill expresses her concern with the application.
Discussion.
Mayor calls a 5 minute recess.
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Buxton requests the Council continue the public hearing to the first meeting in February to allow
the applicant and staff to meet to gather further information.
Guerber moves to continue this public hearing to February 6, 2001 at 5:00 p.m. Seconded
by Bastain. ALL AYE...MOTION CARRIES.
C. A-5-00 & RZ-13-00 - Annexation and Rezone From RT to R-l- Capital Development
Inc.: .Capital Development Inc., represented by Jim Howard with JJ Howard Engineering, is
requesting an annexation and rezone from RT (Residential - one unit per five acres) to R-1
(Residential - one unit per acre. The 78.87-acre site is located north of Chinden Boulevard
approximately 1-mile west of Locust Grove Road at 990 E. Chinden Boulevard.
D. PP-15-00 - Castlebur¥ Subdivision - Capital Development Inc.: Capital Development
Inc., represented by Jim Howard with JJ Howard Engineering, is requesting preliminary plat
approval for Castlebury Subdivision. The 78.87-acre, 89-1ot (77-buildable) residential
subdivision is located north of Chinden Boulevard approximately 1-mile west of Locust Grove
Road at 990 E. Chinden Boulevard. (WEV)
Mayor introduces items 7C and 7D. These items will be reviewed and public testimony taken on
both at the same time, but two separate motions will be made.
Mayor opens the public hearing.
Mayor swears in Mr. Howard.
Ramon Yorgason 2309 N. Cole Rd. Boise, Idaho. Mr. Yorgason reviews the application and
reviews the concerns they have as stated in a letter from Moffatt Thomas dated January 9, 2001.
Vaughan reviews the staff reports.
Mayor swears in Mr. Anderson
Darrel Anderson 1677 W. Spanish Bay Eagle, Idaho. Has concerns with safety issues with the
increased traffic. Is also representing the Spyglass Homeowners Association. They would like
to see meandering streets instead of straight roads. Encourages a deceleration and turn lane.
Mayor swears in Mr. Zavison
Bill Zavison 1965 W. Crooked Stick Ct. Eagle, Idaho. Would like to see sidewalks on both sides
of the street. Does not want his subdivision to incur fees for the completion of W. Crooked Stick
Court. Traffic flow is a concern as well as density and construction traffic. Concerned with an
easement which has been deleted which affects his property.
Mayor swears in Ms. Saunders.
Julie Saunders 168 E. Sugarberry Eagle, Idaho. Is concerned with the density, would like to see
larger lots in general. Access to Chinden will be a nightmare. Also expresses concerns with the
overcrowding at the schools, there should be more planning and working with the different
agencies.
Mayor swears in Mr. Chamberlain.
David Chamberlain 2636 W. Sugar Crest Drive Eagle, Idaho. Concerned with the high density
of this development. Would like it to have larger lots. Also expresses his concerns with traffic
on Chinden, would like to see a deceleration lane. Would like to see Crooked Stick not be a stub
street.
Mayor swears in Mr. Clammers
Jerry Clammers 238 S. Neskowin Eagle, Idaho. Is not opposed to the development per se, but
would like to see larger lots.
Mayor swears in Mr. Asbury.
Ray Asbury 555 E. Sugarberry Drive Eagle, idaho. Concerned with increased traffic within the
subdivision. Would like to see an interconnecting path.
Mayor swears in Mr. Ureta.
Steve Ureta 425 E. Sugarberry Drive. Concerned with access onto Chinden.
Mayor swears in Mr. Seyer.
Scott Seyer 1929 W. Spanish Bay Drive. Feels that a great deal of traffic will be diverted through
Spyglass subdivision via Crooked Stick.
Mayor swears in Ms. Bauchman.
Kay Bauchman 2963 Sugarberry Eagle, Idaho. Feels the size of lots in the proposed subdivision
will devalue surrounding properties. Would like speed bumps put in to deter people cutting
through subdivisions.
Vaughan clarifies the buffer area for the subdivision along Chinden.
Mr. Yorgason rebuts testimony. Comments on stub streets, notes they are concerned with the
access to Chinden and are looking forward to receiving ITD's comments with which they are
planning to comply with, also notes the easement mentioned by Mr. Zavison does need to be
deleted, comments on the proposed density. General discussion.
Mayor closes the public hearing.
Discussion amongst the Council.
Bastian moves to approve A-5-00 & RZ-13-00 Annexation and Rezone From RT to R-1 for
Capital Development Inc. Seconded by Sedlacek. ALL AYE...MOTION CARRIES.
Bastian moves to approve PP-15-00 Castlebury Subdivision Capital Development Inc.,
with the following conditions in addition to the standard conditions and keeping all other
site specific condition of Planning and Zoning. #12 shall remain and require deceleration
lanes, center lanes and acceleration lanes to the entrance of the subdivision. Delete #13, but
require a street stub-out to the west off of Westberry Way/Westberry Place to be
determined by the developer. Adding a condition: Eliminate the requirement for a
pedestrian/equestrian easement on the south east corner of the subdivision. Eliminate item
#14 which says meander Stansberry, Ashbury, Kingsbury, and Westberry roads leaving it
to the developers discretion. Eliminate item#15. Modify #16 to strike out '~even if it
requires a minimal amount of off-site improvements." Which would leave "Complete
transitional landscaping and road connections to Spyglass and Sugarberry Subdivisions."
Eliminate item#17 and #18. Include #19. Add a condition to create a common lot instead of
an easement along Chinden Boulevard in place of the 75 foot easement. Adding a condition
to require all construction traffic to use Castlebury subdivision streets. Seconded by
Merrill. Discussion. Bastian clarifies his motion to state that the common lot is to be a
berm of which shall meet the minimum berm height along an arterial. Second agrees.
THREE AYE...ONE NAY (Merrill). MOTION CARRIES.
Mayor calls a 5 minute recess.
E. ZOA-4-00 -Zoning Ordinance Amendment - David Rovlance and Ron Bath: David
Roylance and Ron Bath are requesting a zoning ordinance amendment to change the text within
Chapter 6 of Title 8 of the Eagle City Code for Planned Unit Developments. The substance of
Page I 0
//EAGLENT I/COMMON/COUNCILhMINUTES/Temporary MinuleS Work Area/CC 01 09 01mln doe
the amendment is to allow for increased residential densities for planned unit developments
designed for older person aged 55 and over. (WEV)
Mayor introduces the item.
Mayor opens the public hearing.
Mayor swears in Mr. Butler.
Mark Butler, 222 E. State Street Eagle, Idaho reviews the application.
Mayor swears in Mr. Bath.
Ron Bath 1729 Whitby Lane Eagle, idaho. Mr. Bath discusses other senior housing
developments he has been involved with as well as the fair housing act. Discussion.
Vaughan makes himself available for questions to the Council. Buxton has concerns with the
term "older person" that is in the proposed language
Mayor swears in Ms. Maile.
Colleen Maile, 885 Rush Road Eagle, Idaho. Notes the location of her property. She has
concerns with the ordinance. Laws are suppose to be for the common good of the people. The
potential impact is an additional 240 additional dwelling units city-wide. This ordinance has the
potential to increase the population of Eagle. The ordinance does not meet the needs of low
income seniors. What are the guarantees that these units don't evolve into multi-family units if
the demand for senior housing is not satisfactory. Feels that to draft legislation to meet the
specific needs of one developer does not seem democratic.
Mayor swears in Ms. Alder.
Marie Alder 651 W. Rush Eagle, Idaho. Notes the location of her property. Feels the additional
units will affect our infrastructure negatively. The ordinance will also go against the
Comprehensive Plan.
Mayor swears in Ms. Bratney.
Sylvia Bratney 669 W. Rush Ct. Eagle, Idaho. Notes the location of her property. The theoretical
development may not be harmonious with existing land use.
Mayor swears in Ms. Jerman
Sarah Jerman 633 W. Rush Ct. Eagle, Idaho. Agrees with previous testimony. Does not want the
density to increase.
Mayor swears in Mr. Vale.
Delmar Vale 725 W. Floating Feather Eagle, Idaho. Has no comment on the ordinance. He has
not objection to the "theoretical development".
Mayor swears in Mr. Lamberson
Greg Lamberson, 1230 N. Hiltonhead Eagle, Idaho. Feels that this is the type of concept that
would keep him in Eagle.
Colleen Maile, questions why notice was not given to surrounding property owners regarding a
change of use for adjoining properties.
Bath rebuts testimony. States that they had held a neighborhood meeting with adjoining property
owners to the Crandelmeir property. Also states that it can be enforce as to the age criteria,
specifically CC&R's could speak to this.
Mayor closes the public hearing.
Buxton provides comment on the enforceability of the age criteria and would like the
opportunity to research the matter further. Discussion amongst Council.
Guerber moves to assign an ordinance number to this item, and bring this item back to
another City Council meeting for another public hearing on the ordinance. Seconded by
Merrill. Discussion. Guerber clarifies his motion to include a minimum 5000 sq. ft.
recreation center and leaving it at a 20% increase. Second concurs. THREE AYE. ONE
NAY (Sedlacek). ALL AYE...MOTION CARRIES.
8. NEW BUSINESS:
A. Clear Creek Crossing Subdivision - Council Clarification of Condition of approval to
require a siphon tube. (WEV)
B. Resolution 01-01: A resolution for the City of Eagle requesting the reduction of the speed
limit on Eagle Road and Highway 44, and also requesting a traffic study from ITD. The City
Attorney is requesting this item be continued to the January 23, 2001 meeting.( SEB )
Guerber moves to continue 8A & 8B to the Jan. 23, 2001 meeting. Seconded by Merrill.
ALL AYE_MOTION CARRIES
C. Discussion of Senior Center request for funding suggestions for the gas stove replacement in
the Center.
Guerber moves to authorize the expenditure of up to $5000.00 for the installation a new
stove in the Senior Community Center kitchen, with the funds to come from City Hall
maintenance and operation. Seconded by Merrill. ALL AYE...MOTION CARRIES
9. EXECUTIVE SESSION:
A. Acquisitionofprivatepropert¥I.C. § 67-2345(c)
Item 9A is continued.
Page 12
/~EA GLENT I \CO MMON~COUNCI L/MIN U T ES/Temporary Minutes Work Area/CC 01 09 01min doc
10. AD]OURNt, IENT:
Merrill moves to adjourn. Seconded by Sedlacek. ALL AYE: MOTION CARRIES...
Hearing no further business, the Council meeting adjourned at 1:30 am.
R/~ectfully submitS)
DEPUTY ~/L ERK
APPROVED:
PaCi YZ UIPdm
MAYOR --
Page 13
//EAGLENTI XCO MMON\COUNCI L\MIN UT ES\Tempor ary Minutes Work Area/CC O 1 09 01mln doc
EAGLE CITY COUNCIL
PUBLIC HEARING SIGN -IN SHEET
Subiect: ZOA-4-00 Zoning Ordinance Amdnement - David Roylance and Ron Bath
January 9, 2001
7:30 P.M.
PLEASE PRINT LEGIBLY
NAME
) 7 1) i& &
7/gALL d(6,5 -
1
1.42 co'N
ADDRESS
Page 1 of 1
TELEPHONE PRO? CON?
7a?7,3 64,
?),9 -/yr
c't °1 - Cal 5
c:(7_ / Sc( (• i.,-7.
EAGLE CITY COUNCIL
PUBLIC HEARING SIGN -IN SHEET
Subiect: PP -15-00 Castlebury Subdivision - Capital Development Inc.
January 9, 2001
7:30 P.M.
NAME
PLEASE PRINT LEGIBLY
ADDRESS TELEPHONE PRO? CON?
Page 1 of 1
EAGLE CITY COUNCIL
PUBLIC HEARING SIGN -IN SHEET
Subiect:PP-14-00 Eagle River Subdivision - Eagle River LLC
January 9, 2001
7:30 P.M.
NAME
PLEASE PRINT LEGIBLY
ADDRESS TELEPHONE PRO? CON?
Page 1 of 1
EAGLE CITY COUNCIL
PUBLIC HEARING SIGN -IN SHEET
Subiect:RZ-11-00 - Rezone from R-4 to CBD - Robert Runyan
January 9, 2001
7:30 P.M.
PLEASE PRINT LEGIBLY
NAME ADDRESS
TELEPHONE PRO? CON?
C.' fir 1 %tel -736.1
Page 1 of 1
EAGLE CITY COUNCIL
PUBLIC HEARING SIGN -IN SHEET
Subiect:A-5-00 & RZ-13-00 Annexation and Rezone from RT to R-1
Capital Development Inc
January 9, 2001
7:30 P.M.
NAME
PLEASE PRINT LEGIBLY
ADDRESS TELEPHONE PRO? CON?
Page 1of2
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BROOKWOOD SUBDIVISION WELL
PROJECT PROGRESS REPORT
Holladay Engineering Company
Project No. PR 014100
TASK SCHEDULED TIME
1. Water Right Acquisition (not in workscope): 0 weeks
2. Review Local Well Logs: 1 week
3. Well Design & Specs: 2 weeks
4. Site Assessment Report and DEQ Approval: 4 weeks
5. Design Above Ground Appurtenances:
6. DEQ Review Designs and Approval:
7. Secure IDWR Drill Permit and Driller:
8. Well Drilling, Construction, Pumping Test:
9. Water Quality Testing:
10. Acquire and Place Pump:
11. Construct Above Ground Appurtenances:
1 week
4 weeks
2 weeks
4 weeks
5 weeks
8 weeks
8 weeks
Estimated Total Project Time: 28 weeks
r 0
RECEIVED & FILED
CITY OF EAGLE
JAN 0 5 2001
Fite*
Route tr+•
ACCOMPLISHED
N/A
yes
no*
Pending Approval*
no
no
no
no
no
no
no
Current: 9 weeks
*Notes: Project Task 3, well design, is complete but well specs and drill contractor
agreement in progress and pending completion of Task 4. Task 4 site assessment report
has been mailed to IDEQ on January 3, 01 and currently awaits their review approval and
site inspection. It should be noted that the site could be denied due to several drainage
setback problems with the selected well location. Steve Rae at IDEQ stated that we may
submit the report and their office may. consider waiving the problems. I informed Mike
Hormaechea of the possibility of considering an alternative site should this site fail.
Date: /4444tzr.vi / Project Manager:
Bill Strowd, P.G.
cc: Mike Hormachea, Aries Development, L.L.C.
Rick Yzaguirre, Mayor, City of Eagle
I :IENGRIHE\PR10141001PR
OGREP2.WPD
cei)glol
Land Consultants Inc.
222 E. State Street • Suite B • Eagle Idaho 83616 • Office 208.938.3812 • Fax 208.939.7321
Date: January 9, 2001
TO: City of Eagle
Mayor Yzaguirre and City Council Members
310 E. State Street
Eagle, ID 83616
RE: Final Plat for Spring Creek III Development
Dear Mayor and Council,
Please consider the following changes to the staff recommendation (underlined text proposed to be
added and strike-thru text proposed to be deleted):
Condition #3:
"Provide the City with a revised copy of the subdivision CC&R 's to be reviewed and
approved by staff prior to the City Clerk signing the final plat. The CC&R 's shall not be
required for Lot 1. Block 1. the assisted living facility "
Condition #4:
Please delete this requirement in its entirety.
The roadway is to be built by ACHD and negations between several effected property owners
and the District is underway regarding right-of-way acquisition and cost sharing. Final
completion of the roadway is likely to take quite some time. The fire department has approved
the site without the roadway connection and the site functions fine without that secondary
access point. The connection will be made when the District constructs the road.
Condition #6:
"The sidewalk shown .- .. along
Eagle Road abutting this site shall be installed prior to issuance of any occupancy permits for
the site."
NOTE: ACRD has required a $3200 surety for the sidewalk because they need to construct it
when they construct the road due to the fact that the road needs to be designed first.
Condition #7:
"All common area improvements (ie landscaping, irrigation, sidewalks) within Lot 2 (as shown
on the approved landscape plan date stamped by the City on June 8, 2000) shall be installed
prior to issuance of occupancy permits for any building within Lot 2. For purposes of this
condition it is understood that a sufficient area around each building site will be necessary for
construction vehicles and excavation equipment and that landscaping in that area shall not be
required until the individual building site is ready for an occupancy permit."
Page 1 of 2
C:wty Co unentstCAiabs 20004Lorgson 00168 FP CC fe.doc
Thank you for your consideration in this matter and we look forward to answering any questions you
may have.
Sine ely ov
Mark L. Butler
Page 2 of 2
c:w{y DocixnentssLCMUobs 20001Longsan 03168 FP CC le.doc
HHOLLADAY
E ENGINEERING CO.
DATE:
TO:
FROM:
SUBJECT:
MEMORANDUM
January 5, 2001
Vern
Elwin
Eagle Island bike path survey, missing and misplaced pins
RECEIVED & FILED
CITY OF EAGLE
JAN 0 21:1
File.
Route tn.
Some of the survey pins were missing and some were not in the correct location by
as much as 5 feet. Our question was, do we move the pins to match the land
description or change the description to match the pins? In a meeting held with the
Department of Lands on December 5th, Don Stockton advised to follow the
descriptions and not the location of the pins. Roy Johnson of Johnson Engineering
did the original survey for the Department of Lands. Colleen Marks was asked to
contact Roy Johnson to see if he would be willing to correct the pin locations.
Colleen Marks has been in contact with Roy Johnson and says he has agreed to
correct the pins. that are misplaced and place the missing pins. Colleen will keep
Holladay Engineering informed of his progress. Marks will complete the fence
survey as soon as Johnson completes the pin placement.
Holladay Engineering would like to be advised by the council to or not to proceed
with getting proposals for the fence construction. All of the survey pins are in
place for the first phase of the fence construction.
. IDAHO POWER COMPANY
PJI1ER P.O.
BOiSEBOX, IDA70HO 83707
January 8, 2001
Bill Vaughn, Zoning Administrator
City of Eagle
310 E. State St.
Eagle, ID 83616
Re: Jackson Square
Dear Bill,
ee}llglol
Layne M. Dodson
Community Relations Representative
Office (208) 388-6477
Fax (208) 388-6907
Htt%t1 LED
CITY OF EAGLE
JAN 08 2001
Filo: /R/) .o
Routs to:
Idaho Power would like to express concern over the proposed Jackson Square development at the old
Eagle Paint and Glass store. Drawings that have been reviewed indicate that structures are planned in
close proximity to power line facilities. The National Electrical Safety Code (NESC) specifies the
required clearances. Idaho Power would like to have the opportunity to review detailed plans of this
development to insure that the proposed facilities meet NESC required clearances.
Idaho Power is currently in contact with the property owner to discuss these issues as well.
Please address any questions concerning this to:
Darel Tracy
Idaho Power Project Management
P.O. Box 70
Boise, ID 83707
208-388-2462
208-388-6902 (fax)
208-866-5900 (cell)
dtracva,idahonower.com
Sincerely, /e.."..e..,..
Layne Dodson
01/E18/2001 12: bb 2U8 -b58 -'J2/8
RECEIVED & FILED
CITY OF EAGLE
JAN 0 8 2001
Flr.
Route to:
January 8, 2001
Hon. Mayor and City Council
City of Eagle
310 E. State Street
Eagle ID 83616
Re: DR -60-00
Dear Mayor and City Council,
5 I tF'HbN k I bill AkLHb2
(91 1 (Cf 54144% '61
This is to request that the referenced Design Review item be re-
moved from the Consent Agenda and placed on the Regular Agenda
to appeal deletion of condition No. 6 on the Design Review Board
approval of this project to be heard at your January 9 meeting.
Yours truly,
cc: Walt Morrow
ARCHITECTURE • PLANNING 7047 W. IRVING LANE BOISE ID 83704-8681 (208) 378-8788 FAX (208) 658-9278
Ulit18/2U111ii:bb'ARI-b51:1-2/1d
January 8, 2001
Barbara A. Cerda, Planner II
City of Eagle
310 E. State Street
Eagle ID 83616
Re: DR -60-00
Dear Barb,
SIU-'t1LN N IttU ANUV
JAN 08 Z001
Ric
Route to:
We are hereby requesting that item 6 of the Design Review Board
approval be deleted. This item requires that the building be
shifted 4 feet to the east. The reason for request is based on
the following:
The parking on the east side of the building will be used on a
regular basis by the employees to keep the west (front) parking
open and available for clients. By doing this, it will keep
the parking visible from the street to a minimum. This will
enhance the appearance of the project.
The east side parking requires a 360° turn to enter. By having
the additional 4 feet of distance available, it will make the
entry to the parking stalls much easier to negotiate. We feel
it is not good planning to make 7 spaces more difficult to use
just to improve one space in front which is already in excess
of the minimum number of spaces required. We are willing to
designate the south space on the west side as compact and in-
crease the width of the planting area to make the space narrower.
Please advise me as to what the procedure may be to appeal this
matter to City Council.
Yours truly,
cc: Walt Morrow
ARCHITECTURE • PLANNING 7047 W. IRVING LANE BOISE ID 837044881 (208) 378-8788 FAX (208) 658-9278
H HOLLADAY
E ENGINEERING CO.
MEMORANDUM
DATE: January 5, 2001
TO: Vern
FROM: Elwin
SUBJECT: Eagle Island bike path survey, missing and misplaced pins
RECEIVED & FILED
CITY OF EAGLE
JAN 0 o 2sv1
File
Route to -
Some of the survey pins were missing and some were not in the correct location by
as much as 5 feet. Our question was, do we move the pins to match the land
description or change the description to match the pins? In a meeting held with the
Department of Lands on December 5th, Don Stockton advised to follow the
descriptions and not the location of the pins. Roy Johnson of Johnson Engineering
did the original survey for the Department of Lands. Colleen Marks was asked to
contact Roy Johnson to see if he would be willing to correct the pin locations.
Colleen Marks has been in contact with Roy Johnson and says he has agreed to
correct the pins. that are misplaced and place the missing pins. Colleen will keep
Holladay Engineering informed of his progress. Marks will complete the fence
survey as soon as Johnson completes the pin placement.
Holladay Engineering would like to be advised by the council to or not to proceed
with getting proposals for the fence construction. All of the survey pins are in
place for the first phase of the fence construction.
E
HOLLADAY ERS ENGINEERING CO.
ENGINE • CONSULTANTS
32 N. Main P.O. Box 235 Payette, ID 83661
(208) 642-3304 • Fax # (208) 642-2159
January 3, 2001
Charles Ariss, P.E.
Manager of Permits and Certifications
Division of Environmental Quality
1445 North Hilton
Boise, ID 83706
Re: Well Site Evaluation - Proposed Brookwood Subdivision Well, City of Eagle
Project No. 014100
Dear Mr. Ariss:
Enclosed is a well site evaluation for the above referenced project for review by your office. I
have previously contacted Steve Rae by phone on this matter, as well as Rob Whitney of IDWR.
It is intended that ownership of this well while be transferred to the City of Eagle after its
completion. Online operation and maintenance will be conducted by United Water. A field
inspection of this site by your office is requested. Thank you in advance for your attention on this
matter. Please call me at the number above should you have questions.
Sincerely,
HOLLADAY ENGINEERING CO.
By:
Bill Strowd, P.G.
Enclosure
c: Mike Hormaechea, Brookwood Subdivision
Rick Yzaguirre, Mayor
WATER • WASTEWATER • SOLID WASTE • PUBLIC UTILITIES • STRUCTURES • PLANNING • STUDIES
SITE EVALUATION for the BROOKWOOD SUBDIVISION WELL
CITY of EAGLE and ARIES DEVELOPMENT, L.L.C.
Prepared by Holladay Engineering Company
Project No. 014100
To assure that a thorough well site evaluation has been prepared, the following information is presented in
the same format as requested in the April 1998, IDEQ well site evaluation checklist.
a The name of this project is the Brookwood Subdivision Well.
❑ Mr. Stephen Rae, representing IDEQ (State of Idaho Department of Environmental Quality), was
contacted by phone by Holladay Engineering Company, on December 27, 2000 to discuss the
proposed public water supply well, its location and the existing site conditions.
o The well site location was selected based on property ownership, proximity to the
Brookwood Subdivision, and existing agreements with and water rights owned by the City
of Eagle.
o The proposed site is located in the SW % of the SW % of Section 4, T4N, R1 E, Boise
Meridian. The location is depicted on Eagle, Idaho, 7'A -minute quadrangle, topographic
map, of which a copy is attached to this report. The site is accessed by traveling north on
Eagle Road from the City of Eagle, and hence to the west entrance of the Brookwood
Subdivision located near the northeast comer of the intersection with Floating Feather
Road. The proposed site is located near the entrance on the right (south).
❑ The well site is currently owned by Aries Development, L.L.C. (P.O. Box 6887, Boise, ID
83707), however ownership and title of the well lot and water system will be transferred to
the City of Eagle following completion of the system as stipulated within an existing
purchase agreement.
❑ The local terrain consists of low, undulating topography with the well site located atop a
small hill. The ground surface has been landscaped to slope away from the well site in all
directions affording good surface drainage. The site is accessible to a truck -mounted drill.
❑ The existing grade at the site has been raised by fill to an elevation above the base flood
as displayed on FIRM Mao. Panel 16001C0153 G (see attached map) and subsequently
removed from the designated floodplain by LOMR (Letter of Map Revision) on 4/25/00
according to Toothman - Ortman Engineering Company, Boise.
❑ Land use is mixed in the vicinity. Residential use predominates to the east, agricultural and
residential use to the south, agricultural use to the west, and open space to the north.
❑ Soils at the site are fill composed predominately of clay, sandy clay, and clayey silt with a
native hardpan horizon two to four feet below original ground surface. Below ten feet the
lithology is dominated by alternating beds of gravel, sand and clay extending to depths
exceeding 200 feet according to the attached driller's logs of local wells.
❑ The well's planned production capacity is 1,000 GPM based on the capacity of several
existing municipal wells in the vicinity of Eagle.
❑ The anticipated minimum depth to the well screen is 200 feet. A granular bentonite seal will
be poured from the surface to an anticipated depth of 160 feet. These planned depths are
nominal pending encountered subsurface conditions.
o According to IDWR and IDEQ, ground water contamination within this aquifer has not been
identified within one mile of the site. Laboratory test results on existing municipal supply
wells developed within the target aquifer indicate water quality should comply with current
public drinking water standards. Preliminary water quality testing is planned prior to well
completion.
o A review of well driller's Togs on file with the Idaho Department of Water Resources did not
indicate the occurrence of another well within 500 feet of the proposed site.
o According to IDWR, no aquifer recharge projects are identified within one mile of the site.
❑ The wellhead will be enclosed within a locked well house to restrict access to authorized
personnel. The well will be protected at the surface by a sanitary well cap located at a
minimum height of 18 inches above a poured concrete slab which is underlain by naturally
occurring clay soil extending to an approximate depth of ten feet. An annular bentonite seal
is planned to be placed from the surface (below the concrete floor) to an approximate depth
of 160 feet. No industrial activity involving hazardous waste is located in the area and uses
other than water supply will be prohibited at the well site. Potential contaminants will not be
stored at the site. According to United Water of Boise, a wellhead protection plan has not
been implemented in this area.
o Surface water bodies do not occur within a distance of 200 feet from the site. A small storm
water infiltration pond occurs approximately 250 feet south of the well site. A grazing
pasture across Eagle Road to the west of the site is no longer irrigated; the ditch diversion
from Dry Creek has been abandoned. Two surface water collection drains with infiltration
disposal structures are constructed within 100 feet to the northeast and northwest of the
well site. An 8" poly pipe connecting these drains is buried within 50 feet of the well location
(see Site Map). As well water will be supplied from an anticipated depth exceeding 200
feet, with probable multiple intervening clay strata, potential is low for direct surface water
influence. Subsurface lithology and groundwater conditions will be logged during drilling
for characterizing hydrogeologic conditions.
❑ Other locations within subdivision property boundaries were considered but the proposed
site was selected due to the combination of available property space, compatibility with the
development plan, proximity to existing municipal water distribution system, and drill rig
accessibility. Locating the well site outside subdivision property was not an option within
the existing terms of the agreement between the developer and the City of Eagle.
o In consideration of available information, with noted exceptions to surface water disposal
setback requirements, it is the opinion of this evaluator that the proposed location is suitable
for a public water supply well.
47‘
Bill Strowd, P.G.
Holladay Engineering Company
Date: 3 `" 0-0
A site map is attached displaying the information listed below:
o The minimum distance of the well to any property line is 50 feet.
o The slope of land is depicted by topographic contours.
o The assumed direction of ground water flow is displayed.
❑ There are no surface water bodies present within 50 feet of the proposed well. The closest
surface water is a storm water pond located approximately 230 feet south of the site which
is beyond the map borders.
o A septic tank was thought to have occurred somewhere within the area a number of years
ago but no septic tanks or drain fields are known to occur within 100 feet of the proposed
well (verbal communication with land owner).
o No sewer lines other non -potable mains or service lines have been identified within 50 feet
of the proposed well except for an irrigation/storm water pipe approximately 40 feet north
of the well site. This line is depicted on the site map.
o Location of buried utilities are shown on the well site map. Field verification by Dig Line will
be conducted prior to drilling.
o There are two subsurface storm water disposal facilities within 100 feet of the proposed well
(see Site Map).
o According to IDWR, there are no injection wells known to exist in the area.
❑ There are no fuel tanks known to exist within 50 feet of the proposed well.
o There are no roads or parking areas within 50 feet of the proposed well.
o There are no buildings Tess than 50 feet of the proposed well.
o There are no livestock within 50 feet of the proposed well.
o There are no other known sources of contamination within 50 feet of the proposed well.
I:IENGRIHE\PR10141001WELLSITE.WPD
\J) n FPRNERS �-r �r�`��••£•
257
4. �_,r�� aE acIIr� ,o4e •Nrdri �Roao — . {
PROJECT LOCATION
2660-
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‘1 17
VICINITY MAP
/16
MODIFIED FROM EAGLE, ID, 7 1/2 -MIN. TOPOGRAPHIC MAP
H HOLLADAY SITE EVALUATION
E ENGINEERING CO. BROOKWOOD WELL
VIEW
aPPROx1MATE SCALE IN FEET
Soo o soo
PROJECT LOCATION
IADA COUNTY
ZONE X
DEu2
CITY OF EAGLE
,t,
',OOPy If')ItP AQ'.O
ZONE X
IINATIONAL FLOOD INSURANCE PROGRAM
FIRM
FLOOD INSURANCE RATE MAP
ADA COUNTY,
IDAHO AND
INCORPORATED AREAS
PANEL 153 OF 875
SEE IMP ,NDER EOR PANELS NO. PPP0TED)
SOML4
CONMTT
NU.EIEfl P44L SLOT(
MILL OM1 ce •em OM
caP*r.
.......coAnsaarto Anal +m Pa.
N HOLLADAY
E' ENGINEERING CO.
G
1041O STAEEI
MAP NUMBER
16001C0153 G
EFFECTIVE DATE:
SEPTEMBER 22,1999
Federal Emergency Management Agency
1
FLOOD INSURANCE RATE MAP
MODIFIED FORM PANEL 16001C0153 G
SITE EVALUATION-BROOKWOOD WELL
F e.,eie .!:111•!•
1. WELL OWNER
Name
STATE OF IDAHO
DEPARTMENT OF WATER RESOURCES
WELL DRILLER'S REPORT
State law requires that this report Ixr filed with the Director, Department of Water Resources
• , within 30 days after the completion or abandonment of the well.
lio61 a Ranch Water Curr .
Aelehe!ss P.O. Bus 455, l:n;le , Idaho 816llr
Owner's Permit No.
2. NATURE OF WORK
N New well 1:1 Deepened C1 He:placcrnr-nt
[-1 Abandon,x1 (describe method of abandoning)
3. PROPOSED USE
L l Domestic C] Irrigation f7 Test W Municipal
0 Industrial 0 Stock 0 Waste Dlr.posal or Injection
U) Other (specify type)
4. METHOD DRILLED
E1 Rotary
• 0 Cable
O Air
O Dug
5. WELL CONSTRUCTION
LI Hydra::fic
0 Other
CI Reverse rotary
Casing schedule. D( Steel 0 Concrete 0 Other
Thickness Diameter
312 inches 16 inches
. 365. Inches __ inches
. 365 inches 10_ _ inches
inches �18 inches
From
i 2 feet
.160_ _ feet
228 feet
268. feet
-308--
. _
To
_,16Q_ feet
208 feet
248 feet
_itg_ feet
Was casing drive shoe used? 0 Yes at No
Was a packer or seal used? 0 Yes CX No
Perforated? 0 Yes Cx No
How perforated? 0 Factory 0 Knife 0 Torch
Size of perforation _ __ ___ inches by inches
Number nom
perforations feet
perforations -�� feet
.•.._._ -_ perforations _ _ ___ __ feat
Wt:tl screen installed? IS Yes 0 No
Ma.ufacturer's name _ _Johnson
T1 pe 304 - Model No.
Diameters Slot size Set from feet to-4lhd_„feet
Diameter 10 _Slot size f,Set from ?8A feet to _368... feet
To
feet
feet
feet
Gravel packed? Q Yes
Placed from
Surface seal depth 75!
Sealing procedure used:
Method of joining casing:
❑ No 0 Size of gravel 8 Send
feet to 328 feet
Material used in seal: CY)Cement grout
❑ Puddling clay 0 Well cuttings
❑ Slurry pit 0 Temp. surface casing
a Overbore to seal depth
v Threaded CA Welded 0 Solvent
Weld
❑ Cemented between strata
Describe access port __To. jv_cf.e_t_c_arkined
6. LOCATION OF WELL
Sketch map location must agree with written location.
N
_ Sutdivition Name
W X E
e e
Lot No. _. Block No.
S
County Ada_ _
SW - % NW e4 Sec. 9.� , T. 4N J. N/S, R.lE E/W.
USE ADDITIONAL SHEETS IF NECESSARY - FORWARD THE WHITE COPY TO THE DEPARTMENT
7. :'';ATCR LEVEL
USE TYPEWRITE r: OR
HALLPOINT Pi`J
Static water level 38 fent below hind sue lace.
Fleming? 1.1 Yes G3 No G.P.M. now
A, teslan e:lns,ut in pressure p.s.i.
Controlled by: 1.1 Valve: [J Cap IJ Plug
Temperature oF. Quality
8. WELL TEST DATA
fd Pump [:1 Bailer ❑ Air 1"3 Other
Discharge. G.P.M.
5611
9. LITHOLOGIC LOG
Hole Depth
Diem. From To
Pumping Level Hours Pumped
.62. .. 3
Materiel
.28-_..... 0_ _._5... To pcoLl _ ________ -• - _
... __7_._ Clay_ . • -.._.. - -- •---
_7 17
17. _ 25... Graved - - - --- - _...
.25.. .42-_.. Send.F_Gray.e1„Rive LAO ck._-__ _ ....._.
._..42. _45_ Brn._Clay ___ . _ ._._.. _ .-_... .. - _-
_.. B>n ._Sand___W_____..
_50. .58.. Brn�_Ciay_� .__.___ _.____.
. 58...69 . 9rn...Sund-_.....__..__. - .
-, .._ ._68.. .85....
---
--... _.1 'L 6. 10.. Bra. Clay___ _
-- _1.3P .Ub_ -Sand wJima.LLGrsucel-
_ _i_36_. L4 _ arn._CLay- wL and Streaks_._ • •
-- _
143 _148 rn- S.and::1 A -
. /48_.1Z(L_Bin- Sante rise.- wf.. all
--- .17QJ76-
,_--- 176_ 178 _. Bre,,_ Sissy --.._..-.._ _
_ _t}rn.Saild�►1ClaySCT�a3cs-•.--- _.
i. Q 2 205- firn,__Cj
_ __. 205_2 21_ _Dm _w/_small._Grayel
---- 228_ 2351}rn.._.S�c►d-F me_ Lo.. Me -
,- 23.5 24_3- i3n.^Cj,py,____.____ _ i
248296 -F}r;1. Sand wLsstme_Clay_St-eakka.____
296-ZQ$ @l��ia!3d-Fine. _----
324.301 3lm_Sand_tEi te_1dLC 2y._4treaks-
__-�4�...���B1�te Clay w/soiie Sani Streaks
Weser
Yes No 4
10.
Work started 6-2-80 finished
11. DRILLERS CERTIFICATION
I/We certify that a.!! minimum well construction standards were
complied with at the time the rig was removed.
Pete Cope Drilling Do. Inc.
Firm Name Firm o. 213 •
P.O. Box 561.
Address Meridian. ID
Signed by (Firm Official)
and •
(Operator)
ate 6.- /4-80._
MAY 2 it 1996
WATC11 Ro.;otincf3
1. DflIt.LI ;1;'•REfitVI1143/40'3
t ItI1.: 11)lVi t Ni1 6342147
WELL DRILLER'S REPORT
UP.r Typowritor or Ballpoint Pon
_94 W 848 _ 0
2. OWNER:
wA'rrra M. INC.
•�,bt►,..•,. P.o.BOX 455 -
City }IAUUL
3. LOCATION OF WELL by legal description:
:;1,0t1 h milli location must agiec with written location.
N
Twp.•_`t —_ North
Rrt. _LB___ East or
F COC. . 1/4 SW
i1) .iCinO 40 nuea
- - -- r_ lov't Lot _._. County_A
Lat: • Long:
:s
Address of Well Site Al 'Rox_14Q0..U/ ST1LTt'
gam__._— City—FACILE
��-.•. a wi w•rat .r raw M fu..} • C4)114n[e 10 Hood Or Lotounark)
j
83616-_--
al South I
West
1/4 AP. 1/4
160 4crvs
Lt.._
Bik. Snub. Name
4. USE: MUNIICIPAL
Domestic J( Municipal ;-; Monitor 0 Irrigation
Thermal !;: Injection L Other
S. TYPE OF WORK check all that apply NEW WEifeplacement etc.)
AL.. New Well El Modify J Abandonment G Other
6. DRILL METHOD REYER.sB CRRCULATION
Air Rotary : Cable ...1 Mud Rotary X Other
7. SEALING PROCEDURES
SEAUFILTER PACK
Material I From
AMOUNT
To Sacks or
Pounds
METHOD
--
- 3 --.-2OUREP
440•-- -356--6240011. ?MR=
Was drive shoe used? t Y !j( N Shoe DO,prh(s)
Was drive shoe seal tested? JY t- N How?
8. CASINO/LINER.
Domeier Frum To G;ugu Material Casing Liner Welded Threaded
16• +2 140 1230 8113H. X ; ; tX o
10' 240 245 230 $1'BEI. ix o rA o
10* 263 VI .250 MEM yt i ! VC 0
Length of Headpipe, Length of Tailpipe
9. PERFORATIONS/SCREENS
Perforations Method
Screens Screen Type ._tA(2. 63_03a__I>tA3 rii .See 1.
Fiore 10 Slot Size Number Diameter Material
Ur— -MY-35 31.14 1tr
2v1 "3''i 35 '.rill 10'
— i i s3 3l/r4 t u-
Casing Linn,
t
11. WELL TESTS:
X Pump
UIIICU 1J:.:: (jr31,
Inspected by
-rwp__..... Inge
1/4 _--w1/4.. _.._.1/4
Lat: _ Lr�rtrJ :
(3athr Air Flowing Artesian
?:,4ti 1:22 nn 1lnrwrt�r,rrn 1•1011111/11l.averl ter• r
pp c,?rn. _ —To -7471 moo r __1 b' _' fe s
Water Temp. rent
Water Quality test or cornments:
Bottom hole temp _ COI
GOOD, Cr FAP
Depth first Water Encountered
12. LITHOLOGIC LOG: (Describe repairs or abandonment) Water
pian rrom I To Remarks: Uthology, Water Ouallty & Temperature Y N
'---0--13----SAN"
1i! rti IT TkILTZSAND
-46-531---BROWN--CLAY
-- v
74 86 1 1W1-CLY
-98---405--BRo Y
405 111
111 1 Y
X
X
1-38 TJ� at?wfle Atow`{Nj
lid EC
— 165 17' =NAT awr
175--1-84--
187 194 BROWN -CLAY
1yTyr23
y./r---i
242-
•243— ! —
x
Cs„,
:iia
X
X
- 27o---275— LAY
--
-D-.'r-
:r
361 377 CR= QUAILTZMD
3,77-379—BRIT
Completed Depth 414j�rrr
x
X.
A
x
(Measurable)
Date: Started r4/19ygrt Completed— _,_.
13. DRILLER'S CERTIFICATION
i,Wc certify that all minimum well construction standards were complied with at
the time the rig was removed.
Firm Name____ME COPE DAi .D 03.,1 C. ---- Firm No. 213
10. STATIC WATER LEVEL OR ARTESIAN PRESSURE:
(21 It. twlnw ground Artesian pressure __0 !b. Firm Official __
[Depth Itow enccunternd -7_ . ti. ,nescribe access port 9• and
Control devices:.. ; _ t .. — r Supervisor or Qperalor_ -
1- C`/ r,IT�(-1\Y /t�J
t;i .r . At1'eV- I.'" }• I:;ig�d
-.1!;,, ,..nee On�r.:.' Op•rri',•n
) ° ' t-• 4
t FORWARD WHITE COPY TO WAT1 R RESOUfCES
Date -.
•liti
.1•.1•,
1. DRILLING
(�ttu:r ti t.Vl l Nu.
2. OWNER:
"I.litit�
Addiess
City
IDAHO DEPARTMENT OF WATEH RESOURCES
WELL DRILLER'S HEPOF-;T
Use Typewriter or Ballpoint Pon
Pr:lli'v1IT NO. (o � 9 - •Q �(Q -_QQO 11. WELL TESTS:
_ .........__._. Slate _
. ,
3. LOCATION OF WELL by legal description:
Sketch map location must agree with writtnn location.
Lt.
s
Rc,a. '
E ^
SCC.
North t74- or South
East 0( or West
1/4 ad 1/4 S( 1/4
10 aeras t epos 1ri0 acro,
Gov't Lot County ,a, _
Lat: • Long: •
Address of Well Site
1•:.+t: et ie...t name ot nVJ . Pala,. to Road rw t.endmbk)
Blk. Sub. Name;
4. USE:
J. Domestic
Thermal
C_t Municipal
yt Injection
City
Monitor
Other
E Irrigation
5. TYPE OF WORK check all that apply (Replacement etc.)
New Well i : Modify ;"" Abandonment 0 Other
6. DRILL METHOD
Air Rotary E Cable Mud notary E Other
7. SEALING PROCEDURES
SF.AUFILTEf PACK
Material From To
AMOUNT
Sac's or
Pounds
Was drive shoe used? C. Y :....44k1 Shoe Depth(s)
Was drive shoe seal tested? C:;Y ON How?
8. CASING/LINER:
ot,.matwr prom To Gauge
10' 331 367 .250
10' 317 383 .230
10' 403 1141 .230
Materthl i Cam,:
!7\
ma. tx
Length of Headpipe Length of Tailpipe
9. PERFORATIONS/SCREENS
Perforations Method
S'lnPn Tvrte •i-Eo�.l_,..ia ti ��t'r�_l�181� Tie(
Set tituil5
Liner
METHOD
Welded
Threaded
0
.1
Fti,rn ro Sint Site rhumbor Diameter MaMnaI
Ter— S.auc!"1.
Castny
ix
t-�
Liner
I .!
I .1
11
10. STATIC WATER LEVEL OR ARTESIAN PRESSURE:
. ft. below ground Artesian pressure Ib.
Depth flow encountered - . .11. Describe access port or
contra! 'Jwices:_ _. _. _._..
{Jt!tce U :r: Ont.
IrtspecterJ by .
Twp -- -._.. Rete . _ Sac
-- -
1/4 -- 1/4 _1/4
(.at: • 1_9s
Pump . ni.1110r Air Flowing Arte;:.,•
uriiwdown
Yiukl pat nun
Pi ltiotoll tow,:
L
Water Temp. Bottom hole !temp
Water Quality test or comments: _
Depth first \Vater Encountered
12. LITHOLOGlC LOG: (Describe repairs or abandonment) WO
Bolo Frorn
tJta.
4113
41 A
Tn Remarks: Llthology, Water Auatlty & 'Temperature
414 RCM CLAY
ATI—BROWN–CLAY
423 BATTfV Ht>`N CLAY
AIR PRM rs.pv
,q�,Ogcu 3A)U
4.79 _ x1 nom,/ MP"
433-711,Tm1.(RJ SAW
X134 R!.TF_(.&V
_4 _ 449BLUE CLA V
drn at _CLAv
Completed Depth.
Date: Started
SE"'
DeAArl r j
l of Water %du
i%
R ECEJ V
MA g
WAFER RE; .t1RCES
��'�'f+'•uilllu
•1
(Measurable)
Completed _ ___. ___...�.. _ _
13. DRILLER'S CERTIFICATION
I/We certify that all minimum well construction standards were comp::; d with
the time the rig was removed.
Firm Name____
Firm Official____,_ __._.. - _._._Date
;and
- cuporvisor or Operator_ ._._ _. _-- _..... - -- --.- Date
LS, to oven t Font ott.•,..s t ON".l• ")
FO. IWARD WHITE corn TO WATER RESOURCES
Firm No.
lUI\t-IU UhPAH 1 MENT OF WATER RESOURCES
WELL DRILLER'S REPORT
Use Typewriter or Ballpoint Pen
1. DRILLING PERMIT NO. _63799-1017 0281-000
uuwr li)WR No. tat;. 1/ 0009.764.____._._______
2. OWNER:
Nance. Joint School_ District 112
911 Meridian St
Meridian, ID State _Zip 83642
A Ielrnss
City
3. LOCATION OF WELL by legal description:
Sketch map location filum agree with written location.
N
Twp.__„_,.4 North XX or South
E Rge. 1 East X -X or West r•:?
Sec. 5 1/4 SZE 1/4 S/W 1/4
10 4..! HiQ j is 1b0 acres
Gov't Lot County (j
Lata Long: .•
Address of Well Site 1000 West Floating
Feather Rd City Eagle
,Gvr at wast name or roil . GSIMGe 1v RWd or landmark;
Blk.
Sub. Name Eagle Middle School
4. USE:
Domestic Municipal .; Monitor 3PcIrrigation
Thermal Injection IT, Other
5. TYPE OF WORK check all that apply
XX New Well Modify _.. Abandonment
6. DRILL METHOD
Air Rotary Cable XX Mud Rotary .. Other
11. WELL TESTS:
Office Use Only
Inspected by
Twp Rge_Sec
1 /4 1 /4 _...._1/4
Lit: Long.
• Pump Bailer : • Air
Yictd gal:inrn.
't 00
Drlwrtawn
75'
Flowing Artesian
Pumpinrl Love!
7/!
time
8-hrc
Water Temp. Bottom hole temp.
Water Quality test or comments:
Depth first Water Encountered
12. LITHOLOGIC LOG: (Describe repairs or abandonment)
Dia From
To Remarks: Llthoingy, Water (Nudity & Temperature
--0---6— slay top -sol -1
6 49 cement 3d gravel
—49 76 ca-ndy clay
74 100th lmcnt cd c nd--& dravcl
100 105 clay
105 112 cand
113 116 z...ay
11 133 sand
--1-33 142 clay & sand s tre,a! c
142 1-50 c and
15f1 152 slay
_152-.175 sand
(Replacement etc.) 175 178 slay
Other rcplaccmer_t 178 -2215 sari
215 -2.20 -gin t e --saws
220 -340---sated
1. SEALING PROCEDURES
SEAUFiLTER PACK
M..lerral From To
AMOUNT
Sacks or
Pounds
METHOD
out 0 1 5 4---2800 1 �. ♦ .,..w is d
-#8--12' -sand--- 154 360--4-300# poured
Was drive shoo used? ' Yxx N Shoe Depth(s)
Was drive shoe seal tested? ..:Y x�1 How?
8. CASING/LINER:
lharnetor From to Gaune Matenat Casing Liner Welded Threaded
.8—.- -'-2 185 .122 c
-8 245-22,5
xx
e ex XX XX
Length of Headpipe
xx
Length of Tailpipe
9. PERFORATIONS/SCREENS
Perforations Method
..J
•;x Screens Screen Type ohnson_vee_w4 res
From To Slot Site Number Diameter Material
1Qf
0
Casing Liner
_ 185- 20s 'tQ.__ R s rn 7 S XX
225 945 _30_ _8 crnLs_ XX:
10. STATIC WATER LEVEL OR ARTESIAN PRESSURE:
_ +9_It. below ground Artesian pressure lb.
Depth flow encountered
control devices:,
It. Describe access port or
;ECC1VED
JUL 1333
MOWED
popeyed d Water liesotxoes WATER RESOURCES
wttSll:tit�l tittiJUN
Water
Y N
X
X
X
X
Y
X
Y
Y
Y
Completed Depth 7551 (Measurable)
Date: Started 6.L21 /99 Completed 7/5/99
13. DRILLER'S CERTIFICATION
I/We certify that all minimum well construction standards were complied with at
the time the ng was remold:
Firm Name Stevens & Sons f ) ^ F: .,_ 153
Firm Official
and
Supervisor or Operator
Ron Stevens
99
FORWARD WHITE COPY TO WATER RESOURCES
(Sign once a m Ott ZI d potato'
•
, II.... • I :
11)1.7.PAP.TMEI-'..r OF r.-ESOURC,7.-1:3: ;7
D n
- 011 L
•
1...-
: • , :
.i. -/:;),3707
• I ! ;•.•,;$Liih 1.1.:
North X or SO
i •• ,
I ;
; ). 1, n 1
I
Wes:
...._1:- ',;•" - -- - .- Epnt X or
. • ,
1 !,,,!;:. .2-_, _Liii j___1,14 SW 1/4
_ :•,-•,,,t, 1.:‘, ;.,.1.•
I i .L.f.A I ....,. _ . _ .....0thlriY.5-±L. —
— --j. —1
Adzirf,v, Crandleraire site
i? t he r. citsy_2,22:__se
. .
' !
: I Thfornz,1 .
.T?PEOFWORX
F
!..haw :..4.,.•,41,f?C ra::
5. Lli111.1
At!' flotary
7. F..,EALING i)}10CEDUF-IZES
Mc;:itGr
tM —
11111:C.?Ili.t. 1.7...11,90 30.0; 1 Pour ram t
1 1 1 1
th1V0 !sht",;.! Y • N Shoo Dep:Ns)
ltj'as drive Y NCI Hew?
O. CASiNCtiLINER:
Abandcr.menz
0th ea e_y_ar_s_a.
Potary
1Ai 1. •;.;tif
mi.:1'1100
7.4-J ,,t. r,i 1. •7.112,1rj...
l_.
If !•!$4,..;:tt. .,....1:!..,..!.... _r. !......,.,,, j_2.12•21,.2$t 1 C,4:08,3 um., r W.:41$14
1 W.'__ _..4 - 2,_ .17 1 ,..37t,-.isteell ;4
...._.! 6 9 1S31„l'irts 1....E: E.... 1 1 ••. C K1
1.1.4 .... _J9.3_1204 . 37 r,F.; t: e (I-. I. ! X o X'
............... Lor,9th c!
U. Pi.:ERFOI1A1-i'MS/SCREENS
1-Ptrarrie4
0
0
011 - _
! irrme:tf,
1),•pe
. i
I .•,.,.. 1 ;,:, I 'N.ti :...-o No "r,:.,or iarni•lerl !..t!-;,
I CaN.ng
i
1 f.i, 3 --.11-93 -170-4-6 -----11p t_ a i. ri a
_
121.) i ..1 :::' ' 1_1_-_1__! "
1.4_ .1. ,010 _
X•
r, I ILI t• i : ; '. 1 ,
1 •‘/T.
I I••••I'f
LJ
1:;...#; ATITE.:.-1;AN PRESSURE:
.,.:1 At:or,int) pre5sur9 Ib.
. •. t. Der:c.;ibe acr-?ss port or
=
J U
11. '..VE.i.2... TF.:.81-f..-z:
Pump
. .:-.•::,!., ti •••.::, ri.....2.................•r...It....F.:.f.).wirig Ai
-iP; :r..izt..
...1
! .1 .1 0 U (/ P .1 ... • ) 1
541
I I 1; Ty!
• t
BaH
(),
1301;11
;
' :j
• -
r r
W.:et Temp. Bottom !tole temp._
Water Ouc,:ity les! •••=r comments:___
12. LITHOLOGIC: LOG: (Describe repairs or abandonment)
I a.,•,..(; i. 1 I
nom i -0 1 Ronerks: Utholo7.y, Water C-Adity & I-Impact:Iwo 1 Y : t•I
1 2 F;
1--
I ••. 01 .•:C.1D Tsoil
.."1 - ' 1 I _
!...(-Q11c.1,-•
c2,-:•!3,1 7..and ___.
128 15 •1911;ard pan, sand & gravel- i
_ _
128 19 27 Coarse sand _.1
%E.11 ,-, 47 Sand gravel & river ro:Rs.'
28 47 49 Fine tthite sand
2B 49 50 Ltgt brown clay
28 50 53 Fine white sand
--) A 59 1 1 3 Brown clay
l';T.T:3. 1 129ffine to medium white .-ar.41___..f
_ _
23.126. I 31(Drown clay ,
i.. 1
t-•.8 131 1321F i n e s i.t r ...i 1 II
; ___
123 132 138 Brown clay
I ?P. 1 -78-11 7 F ne to me.dium .and
•
i2;•3 1 5 4 Brown clay
.15_4_11-67 Pi ne to medium sand
L:12'): 16711771 Light brown clay
ro. 17411/6 Fine to coarse sand
12:5, 176 181 Brown clay
22 181 258 Fine to coarse sand
22.253 .252. ars.. w n clay
r2.2 267_279 um sand
12.42791_3_j_.? o._tpcoarse sand
22 31 "I 314 Brown clay
4)314 317! no to coarle sand
22 317 334 Fine to coars. sand
122 332 34 GU„rown c1 i•
_
te.L.71-.VEU ._ ,....._.!__11 !
,
4_4_
i-,„ !:. t- •-- • -•
El 1 —
135 -1111_11.. 1:16
. -..farP;r1StidlitElr-------1------I.'-- 1
....-
-WE47.RN-RF.r.110111 i 1
Comp:..:ted Depth 340
5 -TM "-; —
Cate: Started _
1 I
/ 9'
;
ComPleted___
13. DR;LLER'S CERTIFICATION
eorti;y that al! minimum welt cotr4;roction standards wen) com:".-1
the lime tho rid was removed.
/-
.
( ) (, --i----. /
...•ei
Firm 011ida1_ ,„.2 ••• • -*du linr.."4. 4 F: '''' .---=`------. Date--/ / •' /••
nr$ I _....,-.--''•• --- •-• • - ' -` - t %---/-7-
—
•
7,•,.1:e-vsr:r e, Ope‘ator_rf4:17,,.‘',;,•-4.•;-'/:!F:.1",_ __. ante _Z.!. f :.
is;;1‘,8c9 if 1,for,
Firm No. • '
ori-ivArit) wuir C'.?f,sc VJATE:1 ; iCSQl juicEr;
1 WELL OWNER
Name
A•Irloess
Uwner'sPermit No.
2. NATURE OF WORK
WELL DRILLER'S REPORT
State lase requires that this report be filed with the Director. Department of Water Resources
within 30 days atter the completion or abandonment of the well
7. WATER LEVEL
r:: Nosy wI;II i Deepened E Replacetnent
i Abandon •d Ide;c-ILe method of ahandonngl
3 PROPOSED 1.1::E
11 Dc.• astir
11 Industrial
IJ Irrigation 1 r Test U Municipal
J Stock LI Waste Disposal or Injection
(specify type)
4. METHOD DRILLED
I=I Rotary ❑ An 0 Hydraulic ❑ Reverse rotary
11 Cable 0 Dug 0 Other
5 WELL CONSTRUCTION
Casing schedule LX Steel (J Concrete LI Other
7 he kness Dlam•rter
▪ t .: inches _ 1 o inches
. 11 : Inches _ _1_ inches
▪ 1' 2 inches 1'1 inches
Inches inches
Was casing drive shoe used? 0 Yes
Was .. packer or seal used? 0 Yes
Perforated? 1.1 Yes
From To
• _ 2_ _ feet t 4-. feet
'
2 __ feet -_'z4_ feet
?' . feet 11" feet
- _ feet __ - feet
n No
I•'1 No
47 No
How perforated, 0 Factory 0 Knife 0 Torch
Si.e of perforation inches by _ inches
Number From To
perforations feet _- - _ feet
perforations feet feet
perforations _ reef -_ __-_ feet
Well M'reeI• metalled? C: Yes O No
Manufacttrr.,r's name .:...1.r s .-- -- - - -
Type _ Model No. ___ _ _ _
Diameter ! n Slot sire '0 Set from _ 144 feet to 2222x, feet
Diameter 1, Slot sire S. Se: hem :44 feet to _324 feet
Gravel packed? CJ Yes 0 No 0 Size of gravel _t/ ttl_i ttua
Placed from %0 feet to _3 •� _ feet
Surface seal depth 7!) Material used in seal_ 1: Cement grout
0 Puddling clay C We:' cuttings
Sealing procedure used• C Slurry pit 0 Temp. surface casing
❑ Overbore to seal depth
Method of joining casing' L Threaded ti! Welded 0 Solvent
Weld
1.1 Cemented between strata
Describe aecessport r" 1,Itr 1.:e1d.d on_sideof _eI�in•
Static water level feet below land cur face.
Flowing? U Yes U No G.P M. flow
Arteewn closed In pressure p s i
Ccnhnlled by• f_l Valve 0 Cap i1 Pete
Temperature of Duality
8. WELL TEST DATA
:.'] Pump C.: Railer 0 Air 0 Other
Discharge G P.M.
9. LITHOLOCIC LOG
Hole De th
Dam Ftnm To
. ) 1.
• 7
55
1';
L.3 !_L
.1_3:
':a 1;3
_ 123 19
i 91i .21_,
> 213
..24 - '4.
24 j 227
t�J
.t�j
Pumnine Level
_
Material
Hours Punned
Water
Yesl No
• 1 --------- — ---
urn, r„1 a1..YSand_--
�,eg.1, �rr,srL�_Hoc', -
Isco :OM; -------- - - --
dr.. Saar; ::ed -LC
Lcd) _ ,',1Lite Saud. CCs'_.
J r:t. L1.:) - - -
'•ialLL.C.::Bue-wiSia:vi_t__C as c..1
bc.n.._':_ay'_t,/.iu^t1..i x_c.11S5 --_
Jr :t. .a.t:'1 led.. _ . _. _.
r - — - --
-
c__ta_;4ed..__. --
]__.__________-_____•._:.:7::::-1.7_.-_____-___-__
1N4. '
fir.
10.
Work started ! 0- `,--S0 finished 10-13-31_
G. LOCATION OF WELL 11. DRILLERS CERTIFICATION
Sketch map location must agree with written location
- II I - Subdivision Name
WE
County
S
sc':r
- Y, Sec.
Lot No. Block No. _
r. N/S, R. 1.1 E^.V
1/We certity ti a: a:! minimum well construction stn -dards were
complied with at the time the rig was removed.
Firm Name y Firm NO. '11 1
5.,1
Address _- eridi.r tr.-1 L` 9��-.� mate
Signed by (Firm Official)
and ,
iOperatorl - %�. ,L,
USE ADDITIONAL SHEETS 1i• NECESSARY - FORWARD THE WHITE COPY TO THE DEPARTMENT
Furnt 238 7
not
STATE OF IDAHO
DEPARTMENT OF WATER RESOURCES
WELL DRILLER'S REPORT
USE TYPEWRITER OR
BALLPOINT PEN
Stale taw requires that this report be filed with the Director, Department of Water Resources
within 30 days after the completion or abcndonment of the well.
1. WELL OWNER
Name
..13 :3
Drilling Permit No.
Water Right Permit No.
2. NATURE OF WORK
New wets 1 Deepened . Replacement
; Well diameter increase Modification
1 : Abandoned (describe abandonment or modification procedures
such as liners, s :rcen, materials, plus depths, etc. in litholJr)ic
log, section 9.)
3. PROPOSED USE
Domestic
{ Industrial
' Oth,.r
! : Irrigation 1 : Monitor
' Stock 1 ; Waste Disposal or Injection
(specify type)
4. METHOD DRILL"_D
1 Rotary
)4 --Cable
! ; Air I ; Auger 1.1 Reverse rotary
1 1 Mud t ! Other
(backhoe. hydraulic, etc.)
5. WELL CONSTRUCTION
Casing schedule: jL Steel 1 1 Concrete 1 ! Other _
Ih,ckrwas Dutmutot From To
. O inches ___S — inches + feet J .1 feet
. ,1,,SC, inches _..f:_ inches __18)_ feet.13, feet
inches inches/ _j% feet __/21Z9 feet
Was casing drive shoo used? 4. Yes I' I No
Was a packer or seal used? )(Yes 1 ! No
Perforated? 1 1 Yes ,?( No
How perforated? 11 Factory 1.1 Knife 1::1 Torch 11 Gun
Size of perforation? inches by _ inches
Number From To
perforations feet feet
perforations ..___.___ __ feet _____... _._., feet
.. perforations ___ feet _______ foot
Well screen Installed? X Yes 1 1 No
Manufacturer —,f f ...ai AJ T�rpe JJ`L
Top Packer cr Hoadpipe 6
Bottom of Tailpipe J�
Diameter _G_ Slot size/L.-1A Sat from .%3 % feet to
Diameter Slot size Set from _ _ feet to
Gravel packed? 1 1 Yes 1:) NoI ; Size of gravel
Placed frorn feet 10
7. WATER LEVEL
Static water level ��� feet 'below land surface.
Flowing? 1 1 Yes );‹ No G.P.M. flow .__.
Artesian closed -in pressure p.s.i.
Controlled by: 1 1 Valve 11 Cap 11 Plug
Temperature _ .._._. °F. (Duality
O+i.cl+bo totes tin or tumpe'ilh+nI ,Qnos bctow
P. WELL TEST DATA
: Pi.mp 1 ; Bailer J! Air 1-; Other _ —
Discharge.G.19.1. t Pumping Level Hours Pumped
9. LITHOLOGIC LOG
Bore De th_
Diem. From To
L
—8— a 4 y �f .
„-
G�'A
63_a►. C._S
.,.Sh14-d2
/ 4./3 r
---- /03. toy_
.
/i, /.o
1_5412
L'SL
1 /_5 T 2.;v_ .jole 17
/ ./X' _
—� -
Material
•• C
Water
I Yes No
feet
tiotrz4n
Surface seal ddpth /3' Material used in seal: 11 Cement grout
)(Benton to X Puddling clay I
Sealing procedure used: I I Slurry pit
! Temp. surface casing J� Overbore to seal depth
Method of joining casing: I] Threaded )(Welded
: Solvent Weld ! ! Cemented between strata
Desc.:bo access port _
6. LOCATION OF WELL
Sketch map location must agree with written location.
County
Subdivision Name
Lot No. _ Block No.
,tt N !': E i i
_.11iFs:t'.-Sw_
1/4 Sec. , T...7N s n R. l_ w C:
tet! 1171""--.
10.
Work started _2.g1___9-1- finished .c210_41 -2X5-2--
11. DRILLER'S CERTIFICATION
I/We certify that all minimum well construction standards were
complied withh at the�time thee rig was removed.
Firm Nam o 4 1.-111 "l . Firm No. 2.s3—.)—
Address
._'--
Address _dle, .:A. '� Date 12
Signed by Dnlang Supervi • r 1
and
(Operator) —_ _-.
(If different than the •ri ing Supervisor)
USE ADDITIONAL SHEETS IF NECESSARY — FORWARD THE WHITE COPY TO THE DEPARTMENT
Hrr
I. WILL O'- rJi t(
'.I rstI Vt' I(_rl\(It) ie.:t. IYIrL'ry:il ILI(Uit
lf'1ENT OF WA EI, RC:;o1J Es
WBALLPOINT PEN;t`
i '�I \.. ; 1,1-11
WELL DRILLER'S REPORT
de low requires Ulit this report he f11r•d with the Duector, Department of Water Tf%ourcpsn-e 3 -en
maim 33) .lays alter the completion or ahandnnment of the well. - 'J..O
Nawe Roger Cranclelmi.t:e
1400 Floating Feather Road
Addl.'s.. Eagle, 1D 83616
()erne, s Pelnu( f•!.,
63-90-W-209
i WATtr. LEVEL Dep r1trtmllt 3t W6ief c ource3
'Lu,r w,d.•r Lwrl
32 feet below land sur race
Flowing? I.! Yes LI No (3 P.M. flow
Ar tesi.rn closed in pressure p.s.t.
Controller) by CJ Valve [! Cap I] Plug
I emperature of Ouahly _
U.••.... ,Irr.•..,,r v, rrrnp,.r,rturr /11,1,) l.;1.1,11;
2 NATURE. OF WORI(
s �L•sv we'I
01.1 11.`111..,1 Ilepld. e.•1. i•.
4'1'•11 1b,n1I. IN I u,. 1'.1'11.
/N1,111(11,11,11 pL:•.rula. dbandomrent Prot. -,'s Iy
1111111 1Iet111,S. ell. Ili Illholixln: loaf
3
FRC/POSED 11;;L•
1 11nmr'•:r,r• 1 X1114.3.10011 L'I Test I I Mlutir ip,d
1 Industrial 11 ytn,,l 11 VJaste. Disposal or Inlertum
I Other (specify type)
4 METHOD Df'LLED
! 1 Rnldry I I Ail 1' fhrlhaulic i4' Re•.r:rserotary
I , (.Ible I Dug 1.1 0 (nor _
8. WLLL TEST DATA
i I Pump ' ! 8adcr 1.1 Air Li Othe,
g LI f-OLOGIC LOG
Bore Oc,th
Diem. From To Material
_26 .. _..0 t.. _ _6 _Topsoil__
6I.__ 20 Coarse Sand
___ __2.0-._2.4 -_Coa.rse_Sanct&._Br-own_.Clay_
_.24 _32_Riv_erRvock_&-_Grae'_
._ 3.2 _._5.U._Rocktigr_ay.e1.,.sand_
C
50 52 _Med . Sand X
5 WELL C.ONS1 RUCTION 52 56 Med. to . _...-__- -..___-..._ __._.
---_ ..oarse_Sand-__- 2Y._
c.- 5(1 Su;e' L_1 Concrete 1- Other 56 75 Brown Clay
— -- -. - - 81 Fine Sand
Tlncknuss Diameter from Ta
.250 inc- 81 111 . Brown__C1-- -inchesay
16 inches 1- 181' feet 76 feet 111 _ 114 Fine Sand I -A
.250 o hl s 16 inches 316 feet 321 _ leer
lmhls inrhra feet feet 114 124 _Fine tc._:^_ed__Sdnd 't.
ill, hes inches _ - feet -- feet .- - 124 _131_Med.__ to_.Crse—__5. nd—
Was casu,y dnv.. serve use.)/ 1.1 Yrs l_'r No
1 31 134 Brown.Clay
Was a packer or sial Used' ❑Yes Li No --- 134 135 _Med—.to._Orse sa
Perforated? [3 Yes 0 No •--. 135 _144 Clay—w4stkG crse
How perforated . Factory . ' Knife Torch Gun 14.4._.15 Brn_Clay
Size of perinrd'uln inches by _ _ _ inches.. 151 .168 Med....to _arse.. sand__
__ 168 _174_.Brn. Clay_w/ism..s ks_._.
Nwl•r Frn.n
to _ 174 177 _Brn._Clay
prr!nrauons _ feet _
Icer feet feetI 177 194_Crse.._and-Gravel(3__& WJ 2
Petloiahnns
perforations feet fee[ 194 212 Crse. Sand_w/sm..amt,gra el);
Well sn ren ut;t.rllcd' ;1t Yrs f; No -- -- 212 214 rule 5;z na LGo1de a) __ y
a
1
Water
Yes No
•- _4 214 226Brn.Gray &dad—
Manulacturer's'lane Roscoe iro55 _ _- T______. T _ 2.26 _293_G01den Med.—Seed_
3
TvDe -_ -6 Slot -
Model Na _-- _ —__ _ 243 263_
FJ.ne.__to__M d.._White_
Diameter Slot s -ie• from 176 Icer to 316 feet --
Diameter Slot site Set (tomfeet to feet --263 27- _Golden._Sand _)Med-. to:C
Glavrl packc,l' f ;?(Yes L7 No 3 Size of gravel 3/8- _ ---- 273 27-White_Santl__
Placer from 64 feet to Bottom feet — 27.6-283 _-Srn._ Clay__
Surldrr, sea! 45(1(11 64 user 1 swl L3SCernent y.but •. 28.3 .29 . Med. Light_13.rn..Sand_
Bentnnrtl• I Puddling clay C1
293 _ 319_Light_ 13rn —Sand _____
pealing prnred.,e used. r._1 Slurry pit f3 Temp. surfdcr casing ' --- _319 32 _Br.n...._C,lay
I?:Overhore to seal depth _. •- - ' ._
Method of lowing casing `._i Threaded Xi Welded 0 Solvent - - -
Describe .0.rt•ss pun
[f LOCATION OF WELL
Weld
LI Cemented between strata
2"
Sketrh man Inedflon nunst agree with written locdtiun
N
w --.- -
I ; Y.
s
County Ada
. SE !. SE v. Ser..
Subdivision Name
t.ut No Bloc!. No.
4 • T -4N_._ .-1E__ w'
10.
Work started 9/13/90 finished 9118/90
11. DRILLERS CERTIFICATION
1/We certify that all minimum well construction standards were
complied with at the time the rig was removed.
PETE COPE DRILLING CO., INC.
Furn, Ndr ,. Firm No _213_ _
6505 West Chi.nden Blvd.
politeas Meridian Date 9/1919.0_—_
Signed by (Firm Official]
and
(Operatol) L
USE ADDITIONAL SHEETS IF NECESSARY - FORWARD THE WHITE COPY TO THE DEPARTMENT
�F .�. ,, 3 i=re : t ',•�'•°ir' r ;"'_R 4`?•'Z r :'.��..'.. �Pr"`.,'} '+ : 'k , ii 1"f'., N. es '•
C.. • •r.: 1 tit Fl 'c'•..
SUBDIVISION ENTRANCE
aq BARN ROAD
2.te-
2551111:
•c41
N N',%
1 11 ' li \ N
I POW) memo um'
/55, 3
\
3'1"
'4
\
,-r n --‘,. ....... UMW
/ 1 A 1i4 I" DWI rap \
744!0.11.1,1, _ 6%011E4 i 1 \
SlE.1.1 ,
5
42
E '5
50' RADIUS
LOT PROPERTY LINE
\
INFERRED DEEP
GROUNDWATER
FLOW DIRECTION
20 0 20 40
SCALL1 DOH -20 FEET
BROOKWOOD SUBDIVISION
WELL SITE MAP
N HOLLADAY ENGINEERING CO
001114$ • COCILLOS
E
Meridian, Idaho
January 2,2001
TO: City of Eagle
Bill Vaughn, Planner
121 East State St.
Eagle, Idaho 83516
From: Zinger Lateral
Subject: Castlebury and Wedgewood Subdivisions
661 I* e}
RECEIVED 8,/ FILED
CITY OF EAGLE
JAN 082001
Bio: /YI k
Route to:
There has been some discussion between the planners of the two
subdivisions that adjoin each other regarding a combined irrigation water
system. We believe this is a good idea that merits further study.
A combined water system from the standpoint of water delivery from the
Zinger Lateral would be much improved. It may even provide the opportunity
to construct a relief pond which would even out surges on the Lateral that
has been a problem in the past.
It is very possible that a combined system: would be less expensive to
constructand it would certainly be less expensive to maintain. It also has the
opportunity of providing a water amenity with the relief pond where other
water features could be added.
Please take this into consideration before final approval of these
subdivisions. Thank you.
Sincerely yours,
tiv Pr
5
Zinger Lateral
Jan 09 01 06:27p
January 9, 2001
RECEIVED &'
CITY OF EAGLE
JAN 0 9 221 DOBIE ENGINEERING, INC.
File- 777 Hearthstone Dr.
Route to -
Boise, ID 83702
. ' (208) 345-3290
Mayor Yzaguirre and Eagle City Council Members
City of Eagle
P.O. Box 477
Eagle, ID 83616
RE: Castlebury Subdivision Traffic Analysis
Dear Mayor and City Council Members:
This traffic analysis was prepared at the request of Capital Development to review the City
requirements for the Castlebury Subdivision.
Proposed Condition No. 13 requires the extension of Crooked Stick Court to the west property
line. This stub street will allow an interconnect to a future development west of Castlebury. This
interconnection may significantly increase traffic on Crooked Stick Court and impact the Spyglass
neighborhood.
Chinden Boulevard now carries a traffic volume of over 15,000 vehicles per day. During the PM
peak hour period eastbound traffic from Casdebury and lands to the west will experience Iess
delay at the Locust Grove signal than they will at their main entrances. The Locust Grove signal
is now scheduled for construction in the year 2002. As a result of the interconnection to the west,
Crooked Stick may function as a frontage road to the state highway and neighborhood traffic
impacts may result. This possibility should be avoided by not extending Crooked Stick Court.
Sufficient neighborhood interconnections will be provided with the road links to Sugarberry
Woods and Wedgewood to accommodate internal travel needs for subdivision residents.
Sincerely,
Patrick Dobie, P.E.
Dobie Engineering, Inc.
P.2
JAN- 9-2001(TUE) 16:44 MOFFATT THOMAS
Moffatt Thoma
MOFFATT THOMAS BARR.E X I" ROCK & FIELDS, CHTD.
Retum Mailing address:
PO Box 829
Boise ID 83701 0829
Retum Delivery address:
101 S Capitol Blvd 10th FI
Boise ID 83702
2083855350 P. 001
4 Pages (including this cover page) Sent: January 9, 2001
TO:
Organization:
Fax Number:
Voice Number:
CC:
Organization:
Fax Number:
Voice Number:
FROM:
Description:
Comment:
Mayor Yzaguirre and
City Council Members
City of Eagle
939-6827
939-6813
Susan Buxton
Moore Smith Buxton
331-1202
331-1800
Fax: 208 385 5350
Voice: 208 345 2000
Direct: 208 385 5404
File No.: 21-205.15
CC: Jeff Lowe
Organization: City of Eagle
Fax Number: 939-6827
Voice Number: 939-6813
CC:
JoAnn C. Butler
Castlebury
Please see the attached letter.
Ramon Yorgason
Dave Yorgason
Fax Number: 375-3271
Voice Number: 377-3939
PLEASE DELIVER IMMEDIATELY
RECEIVED & FILED
CITY OF EAGLE
JAN 0 3 2001
File_
Route to'
The information contained in this facsimile message is attorney privileged and confidential
information intended only for the use of the individual or entity named above. If you have
received this communication in error, please immediately notify us by telephone to arrange for
return of the original document to us. Thank you.
BOI MT1327856.1
JAN- 9-2001(TUE) 16:44 NOFFHTT THOMAS
Moffatt Thomas
2083855350 P. 002
Boise
Idaho Falb
Pocateib
MOFFATT THOMAS BARRE7'r ROCK dr FIELDS, CHID.
JoAnn C. Butler US Bunk Plata Building
2083853404 threct 101 S Capitol Blvd 10th FI
jabdamoffattcam Po Box 829
Boise Idaho 83701 0829
January 9, 2001
VIA FACS) II E
Mayor Yzaguirre and City Council Members
City of Eagle
310 E. State
Eagle, ID 83616
Re: Casdebury Subdivision
MTBR&F File No. 21-205.15
Dear Mayor and City Council:
2083452000
208.385.5384 fax
wwwrnoffattrcom
On behalf of the applicant for Castlebury Subdivision, we would like to make the
following comments in connection with the Site Specific Conditions of Approval to
be reviewed by the Council at its hearing on Tuesday, January 9, 2001.
12. ITD and/or the developer shall improve the center turn lane and acceleration
and deceleration lanes at the intersection of Chinden and Castlebury Streets.
No building permits shall be issued until this center lane is constructed.
As yet there is no indication as to the requirements of 1'TD including whether
1TD would insist upon a center turn lane with acceleration and deceleration
lanes. This condition could be revised to state that the applicant will comply
with any and all requirements of LTD.
13. Extend Crooked Stick Court to stub out to the property to the west.
The extension of Crooked Stick Court to the property to the west will not
serve this subdivision but will create, in essence, a frontage road completely
contrary to the concept of a frontage road in the Eagle City Subdivision
Ordinance. This stub street would serve to create a frontage road along
Chinden that will not serve to protect the residential properties of Castlebury
but create cut through traffic between Spyglass, Castlebury, and the
undeveloped property to the west. This issue has been addressed further in a
letter to the Council from the applicant's traffic engineer. As the traffic
engineer states, it would be best not to extend Crooked Stick Court to the
west.
B01 MT1:327648.1
JAN- 9-2001(TUE) 16:45 UOFFATT THOMAS
Mayor Yzaguirre and City Council Members
January 9, 2001
Page 2
2083855350 P. 003
14. Meander Stansbury, Ashbury, Kingsbury and Westbury Roads.
The applicant does not want to create an overly complex street pattern on these
relatively short streets. Some meandering has already been provided. We
request this condition be deleted.
15. Construct traffic calming landscape islands at all road connections to adjacent
subdivisions.
We are not aware that this is a requirement under the Subdivision Ordinance,
nor does the applicant believe that such a requirement has been imposed on
nearby subdivisions. We request this condition be deleted.
16. Complete transitional landscaping at road connections to Spyglass and
Sugarberry Subdivisions even if it requires a minimal amount of off-site
improvements.
The applicant will match existing roadway improvements and complete any
berm landscaping on its property at the connection to Spyglass and/or
Sugarberry, but off-site improvements in that vicinity would not be the
responsibility of this applicant.
17. Include a variety of lot sizes transitioning to the lot sizes in Creighton Heights
Subdivision and Sugarberry Woods Subdivision.
This subdivision, which is not a planned unit development, meets all subdivision
requirements and meets the zoning requirements for the lot sizes. There is no
requirement for the transitioning of lot size to adjacent subdivisions, and such
has not been required of nearby subdivisions.
18. Provide a mini -neighborhood park approximately one-half acre in size to serve
as a communal gathering area within this development.
Lot sizes in Castlebury are one acre and greater in size. In essence, private
parks are found throughout the subdivision in each homeowner's back yard.
This is not a planned development designed to shoulder the residents with
excessive costs over and above the costs of landscaping and maintaining their
own private lots. A one-half acre park would not be appropriate, nor is it
required, for a subdivision such as Castlebury.
BOL MT1 '327648.1
JAN- 9-2001(TUE) 16:45 IIOFFIH T THOMAS
Mayor Yzaguirre and City Council Members
January 9, 2001
Page 3
2083855350 P. 004
19. Construct sidewalks on both sides of all internal streets.
As noted in the staff report, Section 9-4-1-6 of the Eagle City Subdivision
Ordinance, where the average width of lots is over 100 feet, sidewalks on only
one side of the street may be allowed. The applicant is presently planning to
build sidewalks on both sides of the street. However, because the average
width of lots in Castlebury is over 100 feet, the applicant is requesting that the
condition be deleted. This deletion will allow the applicant the flexibility to
work with ACHD to determine the best storm water management practice that
could require sidewalks on only one side of one or more streets.
The applicant is looking forward to meeting with the Council this evening.
Sincerely,
JoAnn C. Butler
JCB:klwlia
cc: (via facsimile)
Ramon Yorgason
Dave Yorgason
Susan Buxton
Jeff Lowe
BOL MT1327648.1