HomeMy WebLinkAbout20071101.tiff FLOOD HAZARD DEVELOPMENT PERMIT APPLICATION
FOR PLANNING DEPARTMENT USE DATE RECEIVED:
RECEIPT/AMOUNT# /$ CASE#ASSIGNED:
APPLICATION RECEIVED BY PLANNER ASSIGNED:
Parcel Number(s):146912000014, 146912000023, 146912000026,146912000039, 146912000040. 146912000041,
146912000012, 146912000013, 146924000022, 147107000008, 147118000001, 147118000002, 147119000003,
147119000006, 147119000007 and 147119000008
(12 digit number—found on Tax I.D.information,obtainable at the Weld County Assessor's Office,or www.co.weld.co.us).
Legal Description: Located in the South '/2 of Section 1, Section 12; the North 'A of Section 13; and the
Northeast '/.of Section 24,Township 1 North, Range 67 West, of the 61h P.M. Also located in the
Southwest % of Section 7; the West 1/2 of Section 18; and Section 19,Township 1 North, Range 66 West, of the
hub P.M.
FEE OWNER(S)OF THE PROPERTY:
Parcel Nos: 146912000014, 146912000026, 146912000039, 146912000040, 146924000022, 147118000002
Name: Lafarge West, Inc. Address: 10170 Church Ranch Way, Suite 200Phone:303-657-4000
Westminster, CO 80221
Parcel Nos: 146912000023, 14691200041, 147107000008)
Name: City of Thornton Address: 9500 Civic Center Drive Phone:
Thornton, CO 80229
Parcel Nos: 147119000006, 147119000007, 147119000008
.Name: Donald &Suzanne Rittenhouse Address: 205 N Patit Road Phone:
Dayton,WA 99328-8724
Parcel No: 147119000003
Name: Steven McWilliams Address: 12236 WCR 8 Phone:
Fort Lupton, CO 80621
Parcel No: 146913000012, 146913000013, 147118000001
Name: Chikuma Family, LLC Address: 3550 County Road 23 Phone:
Fort Lupton, CO 80621
APPLICANT OR AUTHORIZED AGENT(See Below:Authorization must accompany all applications signed by Authorized Agent)
Name: Lafarge West, Inc.,Attention: Eric Reckentine
Work Phone#303-657-4000 Home Phone# Email Address Eric.ReckentinePlafarge-na.com
Address: 10170 Church Ranch Way, Suite 200
City/State/Zip Code:Westminster, CO 80221
2007-1101
General Description of Proposed Development: (Check when applicable)
Residential Non-Residential Manufactured of Mobile Home
New Construction New Construction On Single Lot
Addition or Improvements Addition or Improvements In Mobile home Park
In Subdivision Fill Material Fill Material
Fill Material Watercourse Alteration In Mobile Home
Subdivision
Other non-residential development—sand and gravel mine
2. Brief Narrative Description of Proposed Development: The total permit area is 1184 acres with mining
activities disturbing approximately 700±acres of the site. The maximum size of the active mine at any
one time is 112 acres with a total disturbance of 225 acres. There will be a processing plant, concrete
and asphalt batch plants,an office and scale house during the life of the mine. The anticipated mine life
is 34 years.
3. Property located in designated FW (Floodway) District? Yes No X . (If yes,certification
shall be provided by a registered professional engineer that the property 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 X No
Signature: Owner or Authorized Agent Date Signature: Owner or Authorized Agent Date
(If an Authorized Agent signs, a letter of authorization from all fee owners must be included with the application. If a
corporation is the fee owner, notarized evidence must be included showing the signatory has to legal authority to sign
for the corporation.)
FLOOD HAZARD DEVELOPMENT PERMIT CERTIFICATION
I certify that the following standards have been met: (Check applicable sections only)
X 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: 4935 feet above MSL at the building site.
Elevation of the lowest floor of the proposed structure is 4936 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:
X 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.Elevated bottled
water supply within scale house trailer.
X 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. The
elevation of the ISDS vault will be at least one foot above the water surface elevation for the 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.
Due to floodplain storage and conveyance created by pit mining.
FLOOD HAZARD DEVELOPMENT PERMIT CERTIFICATION-Continued
X 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. Elevated trailer skirting or roofing mounted/ceiling
routed systems.
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.
X 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. Stockpiles adjacent
to open pits indicate erosion trapped/captured in mine.
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.
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.
Date:
Property Owner
Date:
Registered Professional Engineer
State of Colorado
FLOOD HAZARD DEVELOPMENT PERMIT (FHDP)PROCEDURAL GUIDE
..-. APPLICATION FEE HEARINGS/MEETINGS PROCESSING TIME
$180.00 Department of Plan ning Services 60 days
Administrative Staff Review*
`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 Perm it.
An additional investigation fee shal be added to the cost of the permit application when specific land, uses,buildings,
manufactured homes, mobile homes, and structures that require a perm it by the Weld County Code are located,
moved, operated,orconstructed prior to obtaining a permit. The investigation feeshall be 50%of the fee estabished
by separate actbn by the Board of County Commissioners for land-use appications. The payment of such
investigation fee shall not relieve any persons from fully complying with the requirements of the Weld County Code,
nor from any other penalties.
PURPOSE
The purpose of this packet is to provide an applicant with information on the Flood Hazard Development Permit
(FHDP)application process. It is the responsbilly of the applicant to be knowledgeable of the specific requirem ents
of the FHDP application process. Specific requirements regarding Flood Hazard Development Permits may be found
in Chapter 23 of the Weld County Code. A copy of the Weld County Code is avaiable ovine at www.co.weld.co.us
(Quick Link - Policies and Ordinances)
INTENT
The purpose of the application is to give the applicant an opportunity to demonstrate through written and graphic
information how the proposed buiding sites,developments and/or structures are safe from flooding if they are to be
located within the FW(Floodway), FP-1 and FP-2(Fbodprone)Districts and that the proposal complies with the Weld
County Code.
A corn pleted application form and supporting m ateria Is will enable the Planning Staff to process and reach a decision
within the tine frame established for the Flood Hazard Development Permit process.
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 23-2-470 of the Weld County Code.
-2-
SUPPLEMENTAL REQUIREMENTS
The submission requirements are explained 1i Section 23-2-490 of the Weld County Code. 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 23-2-480 of the Weld County Code, have been or will be met.
These standards are fisted on page 3 of this guide.
3. A Flood Hazard Devebpment Permit map shall be submitted as part of the application requirements. The map
shall be drawn and certified bya registered professional engineer and shal meet the folowing specifications
and show the folowing hformation:
Dimensions shall be a minimum of eight and one-half (8%) inches wide by eleven (11)inches high or
another suitable size when approved by the Department of Planning Services.
The name and address of the property owner.
A legal description which describes the Section, Township and Range of the property under
consideration.
A scale and a north arrow.
- 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 (Floodprone) 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.
The location, shape, exterior dimensions, and distance from lot or property lines of each existing or
proposed structure.
The proposed vehicular access to the property.
Any fill, storage of materials, and drainage facilities located on the property.
4. Copy of the deed or legal instrument by which the applicant obtained an interest in the property.
5. Flood Hazard Devebpment Permit Certification.
6. Any other relevant hformation which may be required by the Department of Planning Services.
FLOODPLAIN MANAGEMENT STANDARDS
The Department of Planning Services shall not issue a Flood Hazard Developm ent Permit until it has been determined
that all appicable standards specified in Section 23-2-480 of the Weld County Code, have been met by the applicant.
The following floodplain management standards apply:
1. The applicant has met all applicable conditions listed in Section 23-5-250 or 23-5-260 of the Weld County Code.
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,orabove,the regulatoryflood datum. The certificate shall include the elevation
of the ground and the existing(for substantially improved structures)or proposed(for new structures)elevation
-3-
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 elevatbn 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 fbor
of the structure.
4. A registered professional engineer shal certify that all new or replacement domestic water wells or water
supply,treatment,or storage systems are designed to prevent inundation or infitration 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 infitration of floodwater
into such system and to prevent discharges from such systems into the floodwaters of an intermediate regional
flood.
6. No encroachments,including fill,new construction, substantial improvements,and other development shall be
permitted unless certification by a registered professionalengineer orarchitectis provided demonstrating that
encroa chments shall not result in any increase in flood levels during the occurrence of an intermediate regional
flood.
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 linit or restrict the flow capacity of
the floodway.
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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 com ply 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 akeratbn or relocation of a watercourse compliance will 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 shal certify that the flood carrying capacity within the altered or relocated
portionof the watercourse will remain the same after the alteration or relocation as existed priorto the aleratbn
or relocation. The certification shal also provide evidence which substantiates that the alteration or relocation
shall not adversely affect landowners upstream or downstream from the alteration or relocation.
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-4-
IMPORTANT NOTICE
When an applicant has obtained approval of a Flood Hazard Devebpment permit and has been issued a building
perm it for new construction or substantial improvement to existing structures in the Fbod 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 perm it.
-5-
EXPLANATION OF HOW THE STANDARDS OF SECTION 23-2-480 OF THE WELD
COUNTY CODE, HAVE BEEN OR WILL BE MET
1. The applicant has met all applicable conditions listed in Section 23-5-250 or 23-5-260 of
the Weld County Code.
The applicant will meet all applicable conditions listed in Section 23-5-250 and 23-5-260
of the Weld County Code.
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, 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 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.
All new structures placed on the property will be built at lease one foot above the
regulatory flood datum. Once the structures have been placed on the property, a licensed
surveyor will certify that the lowest floor is at least one foot above the regulatory flood
datum.
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.
All structures will be raised above the regulatory flood datum. Stockpiles will be located
so that any sediment released will be trapped within an adjacent open pit. Stockpiles
which are intended to be placed for longer than six months will be stabilized with
vegetation.
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.
The commercial water well which is proposed to be used for the mine will be designed to
prevent inundation or infiltration offloodwater into the system. The potable water
supply will be elevated bottled water within the office and scale houses.
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.
The individual sewage disposal system will be designed to prevent inundation or
infiltration offloodwater into this system. Access to the vault will be raised at least one
foot above the regulatory flood datum.
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.
The encroachments that are planned as part of the mine include building berms and
stockpiles as well as elevating the office, employee trailer, and scale house out of the
100-year floodplain. These encroachments will not result in any increase in flood levels
during the occurrence of an intermediate regional flood due to the floodplain storage and
conveyance into the open pits.
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.
No structures are proposed within a floodway district.
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.
Fill placed on the site will be certified as it is placed to ensure that it will be able to
withstand the erosional forces associated with an intermediate regional food.
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