HomeMy WebLinkAbout14.0 Completeness Review Response Letterr8
BOOKCLIFF
Survey Services, Inc.
November 28, 2017
Patrick Waller
Garfield County Senior Planner
108 Eighth Street, Suite 401
Glenwood Springs, CO 81601
RE: Completeness Review Wilde Minor Subdivision (File No. MISA 08-17-8572)
Mr. Waller:
In response to your letter dates September 11, 2017, please see the following:
1. Tri J LLC has been added to the Amended Property Owners within 200' per attached list.
2. Completed Colorado Geological Survey Submittal Form and check for $600 enclosed.
3. Shared driveway Traffic Engineering Study prepared by River City Consultants Inc. attached. The traffic
engineer has determined that the shared driveway should be classified as Semi -Primitive Access per
Table 7-107. Both the shared driveway and single residence portions of the driveway meet the
respective County standards.
4. The shared driveway access road repair improvements recommended by the Traffic Engineering
Study, including repair and extension of the damaged culvert ends, were completed Nov. 3, 2017. The
gravel travel surface at Sta 0+07 is now approx. 28 feet running width.
5. Amended Water Supply Plan prepared by Colorado River Engineering Inc., which addresses the water
distribution system to serve Amended Parcel D attached. The water distribution system was completed
and fully operational Nov. 7, 2017.
6. The shared driveway access road improvements and Amended Parcel D water distribution system are
complete in place as noted above.
7. The Rifle Canon Ditch is not located on the property and would therefore not be a referral
agency. The property is served by the private underground irrigation pipeline which derives its source of
irrigation water rights from the Rifle Canon Ditch diversion headgate located approx. 4,200 feet north of
the property and provides a gravity -feed supply.
136East Third Street Rifle, Colorado 81650
Tel.• 970/625-1330 ' Fax: 970/625-2773
Survey Services, Inc.
8. Please again refer to the Amended Water Supply Plan prepared by Colorado River Engineering
Inc. The existing water storage tank on Parcel C was determined to be undersized (from the original plat
requirements) at 550 gallons. Due to the location of the tank in the crawl space of the residence, the
tank capacity could not be expanded and was abandoned in place. To meet the existing plat
requirement for on-site storage, an underground 2,500 gallon tank was installed in proximity to the
shared well and is equipped with a constant pressure, submersible pump serving both Amended Parcels
C & D. The shared water storage and distribution systems were completed and fully operational Nov. 7,
2017. Also attached is the Amended Well Sharing Agreement which omits the prior language regarding
6 gpm flow restrictors as said initial concern by the engineer has been resolved by the upgraded water
system.
9. Please again refer to the Amended Water Supply Plan prepared by Colorado River Engineering
Inc. The existing water storage tank on Parcel C was determined to be undersized (from the plat
requirements) at 550 gallons. Due to the location of the tank in the crawl space of the residence, the
tank capacity could not be expanded and was abandoned in place. To meet the existing plat
requirement for on-site storage, an underground 2,500 gallon tank was installed in proximity to the
shared well, which shared water storage and distribution systems were completed and fully operational
Nov. 7, 2017.
You will find three copies of the above items for the submittal packet along with three copies of the
updated Minor Subdivision Plat showing the change in the Shared Well Easement to include the Shared
Water Storage Tank.
Please feel free to contact me with any comments or concerns.
Sincerely,
WI( c,kt,td La4tA (46(14, ---
Michael Langhorne
Bookcliff Survey Services, Inc.
136East Third Street o Rifle, Colorado 81650
Tel: 970/625-1330 Fax: 970/625-2773