HomeMy WebLinkAbout940163.tiff RESOLUTION
RE: APPROVE FLOOD HAZARD DEVELOPMENT PERMIT APPLICATION FOR GEISERT GRAVEL PIT
AND AUTHORIZE CHAIRMAN TO SIGN
WHEREAS, the Board of County Commissioners of Weld County, Colorado,
pursuant to Colorado statute and the Weld County Home Rule Charter, is vested
with the authority of administering the affairs of Weld County, Colorado, and
WHEREAS, the Board has been presented with a Flood Hazard Development
Permit Application for the Geisert Gravel Pit, with the applicant being the
County of Weld, State of Colorado, by and through the Board of County
Commissioners of Weld County, and
WHEREAS, said application concerns property being described as SW* and part
of the SE, Section 31, Township 6 North, Range 65 West of the 6th P.M. , Weld
County, Colorado, and
WHEREAS, after study and review, the Board deems it advisable to approve
said application, a copy of which is attached hereto and incorporated herein by
reference.
NOW, THEREFORE, BE IT RESOLVED by the Board of County Commissioners of Weld
County, Colorado, that the Flood Hazard Development Permit Application for the
Geisert Gravel Pit, with the applicant being the County of Weld, State of
Colorado, by and through the Board of County Commissioners of Weld County, be,
and hereby is, approved.
BE IT FURTHER RESOLVED by the Board that the Chairman be, and hereby is,
authorized to sign said application.
The above and foregoing Resolution was, on motion duly made and seconded,
adopted by the following vote on the 7th day of February, A.D. , 1994.
/ V 1/ / / BOARD OF COUNTY COMMISSIONERS
ATTEST: WELD COUNTY, COLORADO
Weld County Clerk to the Board
H.
p W. Webster Chairman
BY: �CGc�f 4j// �G d
Deputy Clerk to the Boa Dale K Hall, Pro-T
APPROVED AS TO FORM: C-t 7-6-4
eorge E Baxter
ounty Atto iey C/oonnJsta/nce L. Har/beerrt
Barbara J. Kirk aaSfeyer
940163
C I ivm2 2 ec ; EC
DEPARTMENT OF PLANNING SERVICES
WELD COUNTY ADMINISTRATIVE OFFICES
1400 N. 17th Avenue
Greeley, Colorado 80631
Phone: (303) 353-3845 , Extension 3540
FLOOD HAZARD DEVELOPMENT PERMIT
PROCEDURAL GUIDE
The purpose of this packet is to provide an applicant with information on the
Flood Hazard Development Permit application process .
APPLICATION FEE HEARINGS/MEETINGS
Flood Hazard $k65-.00 Permit issued by the
` 1IS-1) 00 Department of Planning
Services*
*As soon as practicable after a decision has been reached, the Department of
Planning Services shall notify the applicant of the action taken on the Flood
Hazard Development Permit.
AN ADDITIONAL INVESTIGATION FEE SHALL BE ADDED TO THE COST OF THE PERMIT
APPLICATION WHEN SPECIFIC LAND, USES , BUILDINGS, MANUFACTURED HOMES, MOBILE
HOMES, AND STRUCTURES THAT REQUIRE A PERMIT BY THE ZONING ORDINANCE ARE LOCATED,
MOVED, OPERATED, OR CONSTRUCTED PRIOR TO OBTAINING A PERMIT. THE INVESTIGATION
FEE SHALL BE 50% OF THE FEE ESTABLISHED BY SEPARATE ACTION BY THE BOARD OF COUNTY
COMMISSIONERS FOR LAND-USE APPLICATIONS. THE PAYMENT OF SUCH INVESTIGATION FEE
SHALL NOT RELIEVE ANY PERSONS FROM FULLY COMPLYING WITH THE REQUIREMENTS OF THE
ZONING ORDINANCE, NOR FROM ANY OTHER PENALTIES .
INTENT
The purpose of the application is to give the applicant an opportunity to
demonstrate through written and graphic information how the proposed building
sites, developments and/or structures are safe from flooding if they are to be
located within the FW (Floodway) , FP-1 and FP-2 (Floodprone) Districts and that
the proposal complies with the Weld County Zoning Ordinance.
A completed application form and supporting materials will enable the Planning
Staff to process and reach a decision within the time frame established for the
Flood Hazard Development Permit process.
The applicant shall submit the following:
''1. A total of three packets of the required Flood Hazard Development Permit
application materials and map (the original plus two copies) ;
✓2. Flood Hazard Development Permit Certification; and
✓3. Flood Hazard Development Permit application fee.
1
940163
Based upon the number of referral entities, the planning staff may request
additional copies of the packets and maps.
The Weld County Department of Planning Services shall be responsible for
processing a Flood Hazard Development Permit in the unincorporated areas of Weld
County in accordance with Section 26 . 3 of the Weld County Zoning Ordinance.
APPLICATION REQUIREMENTS
The submission requirements are explained in Section 26.5 of the Weld County
Zoning Ordinance. The following items shall be submitted with an application for
a Flood Hazard Development Permit:
✓ 1. A completed application form (form attached) .
✓2. Explanation of how the standards of Section 26.4 of the Weld County Zoning
Ordinance have been or will be met. These standards are listed on page 3
of this guide.
/ 3. A Flood Hazard Development Permit map shall be submitted as part of the
application requirements. The map shall be drawn and certified by a
registered professional engineer and shall meet the following
specifications and show the following information:
✓ 0. - Dimensions shall be a minimum of eight and one-half (81) inches wide
by eleven (11) inches high or another suitable size when approved by
the Department of Planning Services.
✓ S - The name and address of the property owner.
J t - A legal description which describes the Section, Township and Range of
the property under consideration.
✓ - A scale and a north arrow.
v 2 - Existing ground elevations, above mean sea level, at the building
site.
- Water surface elevations of the Intermediate Regional Flood at the
building site.
- The boundaries of the FP-1, FP-2 ood rone Fl( p ) or FW (Floodway)
districts on the property. The boundary of the FW (Floodway) District
need be shown only if the information is available on the Official
Weld County Flood Hazard Overlay District Zoning Maps .
v k - The location, shape, exterior dimensions, and distance from lot or
property lines of each existing or proposed structure.
1 '
- The proposed vehicular access to the property.
2
J - Any fill, sturage of materials , and drainage facilities located on the
property.
V 4. Copy of the deed or legal instrument by which the applicant obtained and
interest in the property.
7 5. Flood Hazard Development Permit Certification.
6. Any other relevant information which may be required by the Department of
Planning Services .
FLOODPLAIN MANAGEMENT STANDARDS
The Department of Planning Services shall not issue a Flood Hazard Development
Permit until it has been determined that all applicable standards specified in
Section 26.4 of the Weld County Zoning Ordinance have been met by the applicant.
The following floodplain management standards apply:
1. The applicant has met all applicable conditions listed in Section 53.6 or
53.7 of the Weld County Zoning Ordinance.
2. If a structure is to be elevated in order to meet the floodproofing
requirements, the property owner shall certify that the lowest floor is
elevated (for existing structures which are being substantially improved)
or will be built (for new structures) to the level, or above, of the
regulatory flood datum. The certificate shall include the elevation of the
ground and the existing (for substantially improved structures) or proposed
(for new structures) elevation of the lowest floor of the structure. The
ground elevation and elevation of the lowest floor of any existing
structure shall be certified to be accurate by a licensed surveyor or
registered engineer. The regulatory flood datum is identified as being one
foot above the water surface elevation of an intermediate regional flood.
3. A registered professional engineer shall certify that all structures which
are not elevated in order to be floodproofed are designed so the structure
is watertight below the elevation of the regulatory flood datum and that
the structures are designed to be capable of resisting the hydrostatic and
hydrodynamic forces expected at the building site during an intermediate
regional flood. The certification shall include the elevation above Mean
Sea Level of the regulatory flood datum at the building site and the
proposed elevation of the lowest floor of the structure.
4. A registered professional engineer shall certify that all new or
replacement domestic water wells or water supply, treatment.,. or storage
systems are designed to prevent inundation or infiltration of floodwater
into such system by an intermediate regional flood.
5. A registered professional engineer shall certify that all new or
replacement sanitary sewer treatment systems, including individual sewage
disposal systems, are designed to prevent inundation or infiltration of
floodwater into such system and to prevent discharges from such systems
into the floodwaters of an intermediate regional flood.
>lc 6. No encroachments, including fill, new construction, substantial
improvements, and other development shall be permitted unless certification
by a registered professional engineer or architect is provided
demonstrating that encroachments shall not result in any increase in flood
levels during the occurrence of an intermediate regional flood.
3 9401{;
7. If the proposed use or structure is to be located in the FW (Floodway)
District, a registered professional engineer shall certify that the
proposed use or structure, when built, will not limit or restrict the flow
capacity of the floodway.
X 8. If fill material is to be used in the FP-1 or FP-2 (Floodprone) Districts ,
a registered professional engineer shall certify that the FILL material is
designed to withstand the erosional forces associated with an intermediate
regional flood.
ALTERATION OR RELOCATION OF A WATER COURSE
Any use or development which causes or results in an alteration or relocation of
a water course shall comply with the requirements listed below. If the use or
development does not include any new construction or substantial improvement of
structures and it only includes the alteration or relocation of a watercourse
compliance with the following standards is the only requirement which needs to
be met before the Department of Planning Services may issue a Flood Hazard
Overlay District Development Permit. The applicant shall provide evidence that:
1. Municipalities within a three mile radius of the proposed alteration or
relocation have been notified in writing of the proposed alteration or
relocation.
2. The Colorado Water Conservation Board has been notified in writing of the
proposed alteration or relocation.
3. The office of Insurance and Mitigation of the Federal Emergency Management
Agency has been notified in writing of the proposed alteration or
relocation.
4. A registered professional engineer shall certify that the flood carrying
capacity within the altered or relocated portion of the watercourse will
remain the same after the alteration or relocation as existed prior to the
alteration or relocation. The certification shall also provide evidence
which substantiates that the alteration or relocation shall not adversely
affect landowners upstream or downstream from the alteration or relocation.
IMPORTANT NOTICE
When an applicant has obtained approval of a Flood Hazard Development permit and
has been issued a building permit for new construction or substantial improvement
to existing structures in the Flood Hazard Overlay District, an elevation or
floodproofing certificate is required to be certified by a registered
professional engineer, architect, or surveyor after construction. This
certificate is required to be completed and submitted to the Building Inspection
Department prior to approval of the final inspection of the building permit.
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940163
FLOOD HAZARD DEVELOPMENT PERMIT
PROCEDURAL GUIDE
INTENT Application shall submit the following:
1. Total of three packets
2. Certification - see sheets
3. Application fee; in-house transfer fee
REQUIREMENTS
1. Application form - attached
2. Any material such as earth, sand, concrete, rubble or waste of any
kind which is placed or stored upon the surface of the ground shall
not result in any increase in flood levels during the occurrence of
an intermediate regional flood. The stockpiled material will be
placed within the FP-1 (100 yr) or FP-2 (500 yr) area only. No
material will be in the floodway (FW) . The piles will be placed the
same direction the flood will run to discourage damming if there is
flooding.
3. See map - attached
a. 8 1/2 x 11 sheet
b. Weld County Government, Box 758, Greeley, CO 80632
c. SW 4 & part of the SE 4, Sec 31, T6N, R65W
d. See sheet
e. No building in the FP-2 or FW Elevation 4652 at site
f. Approximately 4647
g. See flood map - attached
h. See map for shaped area
i. See map for vehicular access
j . See map for locations - storage of material only - no permanent
stockpile
4. Copy of deed/legal - attached
5. Certification - sign by chairman, P.E.
•
s'i0163
Receipt No. Date FIRM MAP# FHDP No.
WELD COUNTY
FLOOD HAZARD DEVELOPMENT PERMIT APPLICATION
Name of Applicant WELD COUNTY GOVERNMENT Date 01-25-94
Address Box 758, 933 North 11th Ave. , Greeley, CO 80550
Home Phone Work Phone 356-4000 ext 3750
Legal Description of the Property SW4 & part of the SE4, Section 31
T6N, R65W of the 6th P.M.
Zoning District 2nd AM SUP-A Total Acreage 87.5
1. General Description of Proposed Development:
(Check when applicable)
Manufactured
Home or
Residential Non-Residential Mobile Home
❑ New Construction ❑ New Construction 0 On Single Lot
❑ Addition or O. Addition or 0 In Mobile home
Improvements Improvements r-� Park
C3 In Subdivision 0 Fill Material ❑ Fill Material
❑ Fill Material ❑ Watercourse Alteration El In Mobile Home
Subdivision
Other Offices and a gravel pit operation.
2. Brief Narrative Description of Proposed Development: Stockpiling sand
and gravel within the 100 year flood plain limit on a portion of the pit.
3. Property located in designated FW (Floodway) District?
Yes No xx
IF ANSWERED YES, CERTIFICATION SHALL BE PROVIDED BY A REGISTERED PROFESSIONAL
ENGINEER THAT THE PROPOSED USE OR STRUCTURE, WHEN BUILT, WILL NOT CAUSE ANY
INCREASE IN FLOODWATER LEVELS DURING AN INTERMEDIATE REGIONAL FLOOD (100-YEAR
FLOOD) OR WILL LIMIT OR RESTRICT THE FLOW CAPACITY OF THE FLOODWAY.
4. Property located in a designated FP-1 or FP-2 (Floodprone) District?
Yes XX No
FLOOD HAZARD DEVELOPMENT PERMIT
CERTIFICATION
I certify that the following standards have been met:
Check applicable sections only
The lowest floor, including the basement floor, is elevated (for existing
structures which are being substantially improved) or will be built (for
new structures) to the level, or above, of the regulatory flood datum.
Water Surface Elevation of the Intermediate Regional Flood is :
feet above MSL at the building site.
Elevation of the lowest floor of the proposed structure is feet above
MSL at the building site.
The mobile home pad is elevated (for existing structures which are being
substantially improved) or will be built (for new structures) to the level,
or above, of the regulatory flood datum.
Water Surface Elevation of the Intermediate Regional Flood is:
feet above MSL at the building site.
Elevation of the mobile home pad is feet above MSL at the building
site.
The lowest floor of the manufactured home, including the basement floor, is
elevated (for existing structures which are being substantially improved)
or will be built (for new structures) to the level, or above, of the
regulatory flood datum.
Water Surface Elevation of the Intermediate Regional Flood is:
feet above MSL at the building site.
Elevation of the lowest floor of the manufactured home is feet
above MSL at the building site.
Source of Information:
Structures which are not elevated in order to be floodproofed are designed
so the structure is watertight below the elevation of the regulatory flood
datum and the structures are designed to be capable of resisting the
hydrostatic and hydrodynamic forces expected at the building site during an
intermediate regional flood.
Water Surface Elevation of the Intermediate Regional flood is: feet
above MSL at the building site.
Elevation to which structure is to be floodproofed and watertight:
feet above MSL at the building site.
Source of Information:
940162
Flood Hazard Development
Permit Certification
Page 2
All new or replacement domestic water wells or water supply, treatment, or
storage systems are designed to prevent inundation or infiltration of
floodwater into the system by an intermediate regional flood.
_ All new or replacement sanitary sewer systems are designed to prevent
inundation or infiltration of floodwater into the system and to prevent
discharges from the systems into the floodwater of an intermediate regional
flood.
X The encroachments, including fill, new construction, substantial
improvements, and other development shall not result in any increase in
flood levels during the occurrence of an Intermediate Regional Flood.
Electrical, heating, ventilation, plumbing, and air-conditioning equipment
and other service facilities will be designed and/or located so as to
prevent water from entering or accumulating within the components during
conditions of flooding.
_ All new construction and substantial improvements will be constructed using
methods and practices that minimize flood damage. Improvements will be
constructed with materials and utility equipment resistant to flood damage.
All new construction and substantial improvements will be anchored to
prevent flotation, collapse or lateral movement of the structure and to
withstand hydrodynamic loads.
The proposed use or structure is to be located in the FW (Floodway)
District, and when built will not cause any increase in floodwater levels
during an Intermediate Regional Flood and will not limit or restrict the
flow capacity of the floodway.
Fill material will be used in the FP-1 or FP-2 (Floodprone) Districts, and
the fill material is designed to withstand the erosional forces associated
with an Intermediate Regional Flood.
The use or development causes or results in an alteration or relocation of
a water course. Evidence is attached to this certification that:
1. Municipalities within a three-mile radius of the proposed alteration
or relocation have been notified in writing of the proposed alteration
or relocation.
2. The Colorado Water Conservation Board has been notified in writing of
the proposed alteration or relocation.
3. The Office of Insurance and Mitigation of the Federal Emergency
Management Agency has been notified in writing of the proposed
alteration or relocation.
4�n � srl
Flood Hazard Development
Permit Certification
Page 3
_ The flood carrying capacity within the altered or relocated portion of the
watercourse will remain the same after the alteration or relocation as
existed prior to the alteration or relocation. Evidence is attached which
substantiates that the alteration or relocation shall not adversely affect
landowners upstream or downstream from the alteration or relocation.
Pfopefty-Owner /0v/qv
Date: DcR/bV971
? E. kA0 0€715
Registered Professkonal Engineer
State of Colorado Date: �Cz c. ;.� 3 (I 1S\G I4A Y
940163
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MARY ANN I E11ENSTE rN, CLERK h RECORDER, WELD COUNTY, CO '„ , F„f
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All that part of the NE 1/4 SW 1/4 and the NW 1/4 SE 1/4 and the NE 1/4 SE 1/4 sn ,.,
Section 31, Township 6 North, Range 65 West of the 6th Principal Meridian, Weld
y County, Colorado. more specifically described as follows: Considering the East ten c“,
line of said Section 31 to bear South 00°00'00" East and with all other bearings A" VK
described herein being relative thereto, and beginning at the E 1/4 corner of : ,,E'
? y
YA^nh 3
said Sect ton 31, thence South 00°0U'00" East along the East line of said Section y .
31 a distance of 881.33 feet to a point, thence North 89°32'30" West a distance 7 ;t��
of 653.72 feet, along the line described in Book 414 at Page 484 of the Weld gir
--
County Records, thence South 0°13'50" East a distance of 197.38 feet, thence x 4._
'gT South 73°12'52" West a distance of 162.50 feet, thence North 5S°42'00" West a � + S}.
�gqM distance of 300 feet, thence North 13°37'00" West a distance of 335 feet; thence 1:-417 .F1.(,
North 30°39'00" West a distance of 353 feet, thence South 52°33'00" West a •_
"
Y�_ distance of 270 feet, thence South 36°23'00" West, a distance of 478.07 feet;
-
`'° thence South 44°51'10" West, 278.53 feet to a point where said line intersects r{ .,,.
s the North bank of the existing channel of the Cache La Poudre River; thence `
South 71°07'20" West a distance of 222.20 feet; thence South 82°21'20" West a
distance of 262.48 feet until said line intersects the North line of that parcel z�� '
. ;
of land described in Book 373 at Page 463 of the Weld County records, thence sa 41.t t
North along the North line of said parcel North 85°53'00" West a distance of ii9, ,
k 687.85, thence North 55°22'10" West a distance of 77.24 feet, thence North Y ,
65°16'30" West, a distance of 129.80 feet, thence North 87°57'50" West a distance x r
of 208.50 feet, thence South 75°35'50" West a distance of 170.90 feet, thence r:P'a;�s
- South 89°18'50" West a distance of 271.80 feet to a point where said line inter-
., sects the West line of the NE 1/4 SW 1/4 of said Section 31, thence North 4,
t•mss •
01°11'10" East a distance of 1073.76 feet along the West line of the NE 1/4 " -.
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, SW 1/4, thence South 89°53'40" East a distance of 3970.88 feet along the North nl$
firms.
line of the NE 1/4 SW 1/4, and the NW 1!4 SE 14, and the NF. 1/4 SE 1/4 to the rct9aW
point of beginning. ""L `
Said parcel includes Irrigation Well Reg. 129-11874, R.F. 200", forming a part :. ._,
of the Larimer-Weld Augmentation Plan. py�{r.
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5 � a portion of said description is also known as a part of Lot 1, Block 178, , Y,�•.
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4-stiThin mEmoRAnDum
WilkTo Clerk to the Board Date February 1, 1994
COLORADO From Drew Scheltinga, County Engineer
subjectAgenda Item
Please add the following to the Board's agenda:
"Approval of Flood Hazard Development Permit for the Geisert Gravel
Pit"
Appropriate documentation is attached.
DS/pds:ctbl0
Attachment
cc: Commissioner Kirkmeyer
File
940163
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