HomeMy WebLinkAboutApplication.pdfGARFIELD COUNTY GRADING PERMIT APPLICATION
108 8'” Street, Suite 401, Glenwood Springs, Co 81601
Phone: 970-945-8212 / Fax: 970- 384 -3470 / Inspection Line: 888 - 868 -5306
www.Qartield -count '.cote
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Parcel No: (this information is available at the assessors office 970-945 -9134)
2393 -283 -16 -009
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Job Address: (if an address has not been assigned, please provide Cr, Hwy or Street Name & City) or and legal description
Midland Point Drive
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Lot No: Block No: Subd./ Exemption:
M -9 Midland Point Dubdivision
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Owner: (property owner)
Jenifer Callaway & Burt Jacobs
Mailing Address
832 Donegan Rd, Unit C Glenwood Sp
Ph:
(303) 350 -8200
Alt Ph;
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Contractor:
Odisea
Mailing Address
PO Box 1809
Ph:
(970) 948 -5744
Alt Ph:
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Architect / Engineer:
Odisea
Mailing Address
PO Box 1809
Ph:
(970) 948 -5744
Alt Ph:
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Sq. Ft. of Grading:
8000
Cu. Yd. of Grading:
178
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Describe Work:
Excavation for a new residence that includes a driveway and fill against the foundation,
Net volumes are 636 cy cut, 457 cy fill, net 178 cy
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ALL UTILITIES MUST BE LOCATED PRIOR TO ANY GRADING
Authorit',.
This application for a Grading Permit must be signed by
letter of authority, signed by the Owner, must be provided
A Grading Permit cannot be issued without proof of legal
NOTICE
the Owner of the property, described above, or an authorized agent. If the signature below is not that (Attie Owner, a separate
with this Application.
and adequate access to the property for purposes of inspections by the Building Department.
Electrical Pennit, (2) County ISDS Permit, (3) another permit required for use on the property identified above, e.g. State or
Discharge Permit.
is not commenced within 180 days of the date of issuance and if work is suspended or abandoned for a period of 180
CERTIFICATION
contained above is true and correct. I understand that the Building Department accepts the Application, along with the plans
based upon my certification as to accuracy.
a Pennit will be issued granting permission to me, as Owner, to construct the structure(s) and facilities detailed on the
agents will comply with provisions of any federal, state or local law regulating the work and the Garfield County Building Code,
I acknowledge that the Pennit may be suspended or revoked, upon notice from the County, if the location, construction or
with County Regulation(s) or any other applicable law.
described above, to inspect the work. I further acknowledge that the issuance of the Permit does not prevent the Building
if any, discovered after issuance; or (2) stopping construction or use oldie structure(s) or facility(ies) if such is in violation of
work by the Building Department do not constitute an acceptance of responsibility or liability by the County of errors, omissions
compliance with federal, state and local laws and County Regulations rest with me and my authorized agents, including without
THE NOTICE & CERTIFICATION ABOVE: 6A2Sig 0 6
DATE
Leval Access.
Other Permits. Multiple separate permits may be required: (1) State
County Highway/ Road Access or a State Wastewater
Vold Permit. A Permit becomes null and void lithe work authorized
days after commencement.
thereby certify that 1 have read this Application and that the information
and specifications and other data submitted by me or on my behalf (submittals),
Assuming completeness of the submittals and approval of this Application,
submittals reviewed by the Building Department.
In consideration of the issuance oldie g Permit, I agree that I and my
ISDS regulations and applicable land use regulations (County Regulation(s)).
use of the structure(s) and facility(ies), described above, are not in compliance
hereby grant permission to the Building Department to enter the property,
Official from: (1) requiring the correction of errors in the submittals,
County Regulation(s) or any other applicable law.
Review of this Application, including submittals, and inspections of the
or discrepancies. As the Owner, 1 acknowledge that responsibility for
limitation my architect designer, engineer and/ or builder.
1 HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND
h-
o S GNATURE
STAFF USE ONLY
Special Conditions: �} 071-561\2)1-19 „,\ 1-19 5 . f I c & -
I/311411)3 .
Fees Paid & Date: 6.d18,0
\b0. -. '-fl--
Permit Fee:
\M-,
Balance Due:
Grading Permit:
1 ✓� 69.
ssue Date: fj
d V
Buildin & Plept:
6'18 Z°8
Al' I'll YVA1 DATE;
The Building Division will collect a Plan Review fee at time of application submittal. The permit fee, as
well as any Septic or Road Impact fees will be collected when the permit is issued.
The permit application must be signed by the owner or by person having written authority from the owner
to act as their representative.
Building cannot be occupied until a Certificate of Occupancy (CO) is issued. Using the building without a
CO will be considered an illegal occupancy and may be grounds for vacating the premises. (Final /CO
inspection requirements will be attached to your approved field set of plans.)
I hereby acknowledge I have read, understand, and will abide by the requirements of this
checklist.
P,r'opertq Owner Print an
67)47)/2(
Date
1. GENERAL
Garfield County
SECTION 02254
TEMPORARY EROSION CONTROL
1.1. Scope. Work to be performed under this section shall include all labor, materials, equipment, tools
and accessories required to construct, install, maintain, and remove when required, erosion control
measures during the life of the Contract to prevent or minimize erosion, sedimentation, and
pollution of waterways.
1.2. Related Work Specified Elsewhere.
1.2.1. Section 02200 - Earthwork
2. MATERIALS
2.1. Erosion Bales: Material for erosion bales shall consist of Certified Weed Free hay or straw. The hay
or straw shall be certified under the Colorado Department of Agriculture Weed Free Forage
Certification Program and inspected as regulated by the Weed Free Forage Act, Title 35, Article
27.5, CRS. Each certified weed free erosion bale shall identified by one of the following: (1) one of
the ties binding the bale shall consist of blue and orange twine or (2) one of the ties binding the
bale shall consist of specially produced galvanized shiny wire or (3) the bale shall have a regional
Forage Certification Program tag indicating the Regional Forage Certification Program Number.
2.1.1. Erosion bales shall be inspected for and Regionally Certified as weed free based on the
Regionally Designated Noxious Weed and Undesirable Plant List for Colorado, Wyoming,
Montana, Nebraska, Utah, Idaho, Kansas, and South Dakota.
2.1.2. The Contractor shall not remove the identifying twine, wire, or tags until the Engineer has
inspected and accepted the erosion bales.
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2.1.3. The Contractor shall provide a certificate of compliance showing the transit certificate
number or a copy of the transit certificate as supplied from the forage producer.
2.1.4. Bales shall be approximately 5 cubic feet of material and weigh not less than 35 pounds.
2.2. Silt Fence: Silt fence geotextile material shall conform to the Colorado Department of
Transportation, Standard Specifications for Road and Bridge Construction, 1999, subsection
712.08(b). Geotextile shall be attached to posts with three (3) or more staples per post. Wood
posts shall have minimum diameter or cross section of 2 inches. Metal posts shall be studded tee
or U type with a minimum weight of 1.33 pounds per lineal foot. The minimum length of the posts
shall be 42 inches.
2.3. Temporary Berms: Temporary berms shall be constructed of compacted soil.
2.4. Temporary Slope Drains: Temporary slope drains shall consist of materials suitable to carry
accumulated water down the slopes.
3, METHODS AND PROCEDURES
3.1. General.
3.1.1. Provide permanent and temporary erosion control measures to minimize erosion and
sedimentation during and after construction according to contract erosion control plan and
contract permits. Contract permits amend the requirements of this Section. Do not modify
the type, size, or location of any control or practice without approval.
3.1.1.1. The contract erosion control plan reflects special concerns and measures to
protect resources. An alternate erosion control proposal, with all necessary permits,
may be submitted for approval. Submit alternate erosion control proposals at least
15 days before their intended use.
3.1.1.2. When erosion control measures are not functioning as intended, immediately take
corrective action.
3.1.2. Controls and Limitations on Work. Before grubbing, clearing, and grading, construct all
erosion controls around the perimeter of the project including filter barriers, diversion, and
settling structures. Construct erosion control and sediment control measures as follows:
3.1.2.1. Construct temporary erosion control in incremental stages as construction
proceeds.
3.1.2.2. Construct temporary slope drains, diversion channels, and earth berms to protect
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disturbed areas and slopes.
3.1.2.3. Construct outlet protection as soon as culverts or other structures are complete.
3.1.2.4. Construct permanent erosion controls including waterways linings and slope
treatments as soon as practical or upon completion of the roadbed.
3.1.2.5. Construct and maintain erosion controls on and around soil stockpiles to prevent
soil loss.
3.1.2.6. Following each day's grading operations, shape earthwork to minimize and control
erosion from storm runoff.
3.1.3. Filter Barriers. Construct silt fences and bales for filtering sediment from runoff and reducing
the velocity of sheet flow.
3.1.4. Sediment Retention Structures. Construct sediment retention structures of the following
types:
3.1.4.1. Temporary sediment traps. Construct temporary sediment traps to detain runoff
from disturbed areas and settle out sediment.
3.1.4.2. Sediment basins. Construct sediment basins to store runoff and settle out sediment
for large drainage areas.
3.1.5. Outlet protection. Construct riprap aprons or basins to reduce water velocity and prevent
scour at the outlet of permanent and temporary erosion control measures.
3.1.6. Water crossings. Construct temporary culvert pipe at temporary crossings where
construction vehicles cross a live waterway.
3.4.7. Diversions. Construct temporary channels, temporary culverts, earth berms, or sandbags to
divert water around disturbed areas and slopes. Use temporary channels, temporary
culverts, pumps, sandbags, or other methods to divert the flow of live streams for
permanent culvert installations and other work.
3.1.8. Maintenance and Cleanup. Maintain temporary erosion control measures in working
condition until the project is complete or the measures are no longer needed. Clean erosion
control measures when half full of sediment. Use the sediment in the work or dispose of it
accordingly. Replace erosion control measures that cannot be maintained and those that
are damaged by construction operations. Remove and dispose of temporary erosion control
measures when the turf is satisfactorily established and drainage ditches and channels are
lined and stabilized. Remove and dispose of erosion control measures accordingly.
4. QUALITY CONTROL - FIELD
4.1. Inspection and Reporting. Inspect all erosion control facilities at least every 7 days, within 24 hours
after more than 0.5 inches of rain in a 24 -hour period. Within 24 hours, furnish inspection reports to
the Engineer which includes all of the following: (1) summary of inspection; (2) names of personnel
making the inspection; (3) date and time of inspection; (4) observation made; and (5) corrective
action necessary, action taken, and date and time of action.
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5. MEASUREMENT AND BASIS OF PAYMENT
5.1. Measurement
5.1.1. Measurement for payment of silt fence, temporary berms, temporary diversions, and
temporary culvert pipe will by the lineal foot constructed and accepted.
5.1.2. Measurement for payment of erosion control bales and check dams will by the unit
constructed and accepted.
5.1.3. Measurement for payment sediment traps and sediment basins will be by the lump sum
basis. Measurement for payment will include all work associated with excavation and
embankment required to construct sediment traps and sediment basins.
5.2. Payment
5.2.1. Payment for silt fence, temporary berms, temporary diversions, and temporary culvert
pipe will be by the applicable unit prices per lineal foot quoted therefore in the Bid
Schedule. The prices quoted shall include full compensation for furnish, install, maintain,
remove and disposal.
5.2.2. Payment for erosion control bales and check dams will be by the applicable unit prices
per each quoted therefore in the Bid Schedule. The prices quoted shall include full
compensation for furnish, install, maintain, remove and disposal.
5.2.3. Payment for sediment traps and sediment basins will be by the applicable unit prices per
lump sum quoted therefore in the Bid Schedule. The prices quoted shall include full
compensation for furnish, install, maintain, remove and disposal.
5.2.4. Progress payment for erosion control measures will be as follows: (1) 75 percent of the
unit price for each item will be paid upon installation and approval; and (2) 25 percent of
the unit price for each item will be paid when the temporary erosion control measures are
removed from the project.
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5.2.5. In the case of repeated failures on the part of the Contractor in controlling erosion,
sedimentation, or water pollution, the Engineer reserves the right to employ outside
assistance or to use County forces to provide the necessary corrective measures. Such
incurred direct costs, plus project engineering costs, will be charged to the Contractor,
and appropriate deduction will be made from the Contractor's monthly progress estimate.
End of Section
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