HomeMy WebLinkAbout03.0 Relevant Section 4-203 and 5-402 SubmittalsRELEVANT SECTION 4-203 AND 5-402 SUBMITTALS
COSTANZO MINOR SUBDIVISION
4-203E. GRADING AND DRAINAGE PLAN/ GROUNDWATER DRAINAGE REPORT.
Because the existing structures and roadway are already in existence, no grading or changes to
drainage or stormwater runoff are anticipated. Accordingly, no grading and drainage
plan/groundwater drainage report is necessary.
4-203L. TRAFFIC STUDY/ROAD ENGINEERING REPORT. The access to the property is
from Colorado Highway 6&24. A 20 foot wide private driveway easement shown on the site
plan/preliminary plat map provides access to the two proposed lots from Colorado Highway
6&24.
Colorado Highway 6&24 is a State maintained highway and is visually shown on the plat of
Costanzo Minor Subdivision. The actual driveway is over 18 feet in width and is surfaced with
gravel.
Because this is a fairly simple two lot split, the cost of an engineering study or a traffic study for
impacts would be an undue burden given the small size of the project and limited complexity.
Furthermore, applicate has provided an email dated May 23, 2017 from Colorado Department of
Transportation indicating a grandfathered access from Colorado Highway 6&24. Accordingly,
the Applicant has requested a waiver of the engineering report for the roadways and the traffic
study.
4-203M. WATER SUPPLY AND DISTRIBUTION PLAN. The source of water for the
proposed subdivision is a shared well which has served both existing buildings since 2013 when
the newest building was completed. The legal availability of the water is demonstrated by the
well permitted by CDOWR 76013-F for drinking and sanitation for commercial use, the
irrigation of not more than 9,000 square feet of gardens and lawns, and the water of two head of
domestic animals. The well is augmented by West Divide Water Conservancy District Contract
No. 120309KC(a). The physical supply of the water will be demonstrated by a four hour pump
test, but Owner would request this test to performed after initial approval of the Minor
Subdivision by the County as to limit out of pocket expenses. The well will be shared between
the two proposed lots pursuant to a declaration of water well use and maintenance obligations. A
copy of the well permit, augmentation contract, and draft declaration shall be included in the
application materials.
Because this is a fairly simple two lot split, the cost of an engineering study for the water supply
would be an undue burden given the small size of the project and limited complexity. Because
the well has served both existing buildings since 2013, the physical supply of water and quality
of the water can be assessed as adequate without engineering review. The well permit
demonstrates legal supply.
4-203N. WASTEWATER MANAGEMENT AND SYSTEM PLAN. Onsite wastewater
treatment systems currently serve both existing buildings. No additional buildings are
anticipated on the proposed lots. Copies of both septic permits are included in the application
materials.
Because this is a fairly simple two lot split, the cost of an engineering study for the wastewater
management plan would be an undue burden given the small size of the project and limited
complexity. Because the buildings on both proposed lots are currently served by existing and
permitted onsite wastewater treatment systems, the wastewater system can be reviewed without
and engineering report.
5-402F. FINAL PLAT. A copy of the proposed Final Plat is included in the application
materials.
5-402I. CODES, COVENANTS, RESTRICTIONS. The proposed subdivision is not
governed by any covenants or restrictions, other than those occurring by County ordinance.
Accordingly, no additional CC&Rs are proposed. The well and water system are governed by a
Declaration between the two proposed lots. The private driveway and utility easement is
governed by a separate Declaration between the two proposed lots. Drafts of the Declarations
are included in the application materials.