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HomeMy WebLinkAboutApplicationGarfield County Community Development Department 108 gth Street, Suite 401 Glenwood Springs, CO 81601 (970) 945-8212 www.garfield-countv.com I TYPE OF GRADING 0 MAJOR i INVOLVED PARTIES ID MINOR Property Owner: .... R........,. ........ J_..__--=-____._ .......... _ _,, ____ _ I Mailing Address : 7 --""--+---=--"-'-"'-'---'-~----..........""'--"---"'--'--"-'"--=., .......... .......,. .......... '-"-'-"""-~-- Contractor: Mc\, c C0z h .s r""' ct .-ez 1"\ Phone:(07D l 50G -LJGCJ() Mailing Address: I i; l) l S + e J) fi-d'" P J . J1<iv J rC?<IZ-. C ('2 p; / ll tz J > Architect: H ~•FI< e v Oe j ,· c; '"' ::; Phone: 6 7 t> ) 3 0 t] -L.J Y 2 <6 Mailing Address: _______________________ _ Engineer: Vt) . · t / : c. ~ s. G n :J .-"'ee r ( i \ o. ::::J Mailing Address: _______________________ _ PROJECT NAME AND LOCATION Project Name: " C e.... Describe Work: __....A)_.e ........... M.:;;.../_.........,.. ___________________ _ Job Address: 1 f5 I 7 3 C? (., Assessor's Parcel Number: -# Ll,/ 0 q ) 5 3 f>t? J 2. b Sub. / '/" W ) Lot .+t _L Block _____ _ Earthwork (square feet): h Earthwork (Cubic Yards): L I-DC> ALL UTILITIES MUST BE LOCATED PRIOR TO ANY GRADING NOlJIGE Authority. This application for a Building Permit must be signed by the Owner of the property, described above, or an authorized agent. If the signature below is not that of the Owner, a separate letter of authority, signed by the Owner, must be provided with this Application. Legal Access . A Building Permit cannot be issued without proof of legal and adequate access to the property for purposes of inspections by the Building Division. Other Permits. Multiple separate permits may be required: (1) State Electrical Permit, (2) County OWTS Permit, (3) another permit required for use on the property identified above, e.g. State or County Highway/ Road Access or a State Wastewater Discharge Permit. Void Permit. A Building Permit becomes null and void if the work authorized is not commenced within 180 days of the date of issuance and if work is suspended or abandoned for a period of 180 days after commencement. €ERiTIFl~lil0N I hereby certify that I have read this Application and that the information contained above is true and correct. I understand that the Building Division accepts the Application, along with the plans and specifications and other data submitted by me or on my behalf {submittals), based upon my certification as to accuracy. Assuming completeness of the submittals and approval of this Application, a Building Permit will be issued granting permission to me, as Owner, to construct the structure{s) and facilities detailed on the submittals reviewed by the Building Division. In consideration of the issuance of the Building Permit, I agree that I and my agents will comply with provisions of any federal, state or local law regulating the work and the Garfield County Building Code, OWTS regulations and applicable land use regulations {County Regulation(s)). I acknowledge that the Building Permit may be suspended or revoked, upon notice from the County, if the location, construction or use of the structure(s) and facility(ies), described above, are not in compliance with County Regulation(s) or any other applicable law. I hereby grant permission to the Building Division to enter the property, described above, to inspect the work. I i further acknowledge that the issuance of the Building Permit does not prevent the Building Official from: (1) · requiring the correction of errors in the submittals, if any, discovered after issuance; or (2) stopping construction or use of the structure(s) or facility(ies) if such is in violation of County Regulation(s) or any other applicable law. Review of this Application, including submittals, and inspections of the work by the Building Division do not constitute an acceptance of responsibility or liability by the County of errors, omissions or discrepancies . As the Owner, I acknowledge that responsibility for compliance with federal, state and local laws and County Regulations rest with me and my authorized agents, including without limitation my architect designer, engineer and/ or builder. I hereby acknowledge that I have read and understand the Notice and Certification above as well as have proyide~ ~he requir information which is correct and accurate to the best of my knowledge. !~1;ff~ff) ~ . ( / ~ /; c Property Owner Print and Sign Date Qfffl€1AL t:JSE C>Nl!Y Special Conditions: ~~ ~»11~e/ ~ ~~~-1~<1>? ~r~H~.,1,4tt>t W 5/H~A ~,,;f /?~$/b//(~, ./'f'7-0t:U;llr'/ j /{2.1i.A- Permit Fee : fb2. /tJo. Misc Fees : Fees Paid: CC; ~00 · 00 Balance due: Grading Permit: Zoning: 00 Date Garfield County Community Development Department 108 9th Street, Suite 401 Glenwood Springs, CO 81601 (970) 945-8212 www.garfield-countv.com GRADING PERMIT REQUIREMENTS A permit is required for any excavation, grading, or earthwork construction including fills and embankments. A grading permit does not permit the construction of retaining walls or other structures . EXEMPTION FROM GRADING PERMIT: • Agricultural Land: Grading, excavation and earthwork, including fills and embankments that are constructed solely for agricultural purposes on lands that are farms or ranches . Small Projects : Grading that does not exceed 50 cu. yds of earthwork material or 6000 sq.ft . of graded area as long as grading does not change drainage patterns with respect to adjacent properties. See Amended 2009 IBC Appendix J for other Exemptions. TYPES OE GRAPING PERMITS AND FEES: • Major grading: over 20,000 sq. ft. or over 5000 cu.yds .......................... $400.00 • Minor grading: Jess than 20,000 sq. ft. and under 5000 cu. Yds ............. $100.00 PERMIT APPLICATION & SUBMITTAL REQUIREMENTS (1 copy required): • Complete application (a one page from is available from the County) • Vicinity Map indicating section, township and range of site, proposed location of grading , and the site's relation to surrounding roads , municipal boundaries, and water bodies. Site plan that shows the following within 100 feet of the proposed grading: i . Existing and proposed contours (see exemption below for pipelines) ii. Delineation of area to be disturbed by grading activities iii. Existing structures iv. Existing and proposed roads and driveway v. Property boundaries, right-of-ways and easements vi. Floodplains, intermittent streams, wetlands and other bodies of water • Erosion Control Plan and Details. Plan shows the location of all erosion control measures. • MAJOR GRADING PERMIT ONLY: i. Revegetation and Reclamation Plan. See attached requirements ii. Financial security for site reclamation. Please allow County to review reclamation cost estimate before providing security. iii. For major grading permits, the plans must be prepared and stamped by a qualified Colorado Professional engineer. • PIPELINES ONLY: The site plan does not need to show topographic contours if the Installation of pipeline will not result in changes to the surface grade. • Approve State Stormwater Permit if area disturbed by grading is greater than one acre. Soils Report: A soils report may not be required if the maximum depth of cut or fill depth is less than 15 feet and native slopes are less than 25%. • Drainage Report: will be required if the County believes that grading may change drainage patterns with regard to adjacent properties. wetlands/water bodies or slopes greater than 25% • Grading Permit Fee: See fees above for amount. (Make Check payable to: Garfield County Treasurer). PAYMENT IS REQUIRED AT SUBMITTAL. ALL PERMITS MUSJ COMPLY WJTH THE FOLLOWING REOU!BEMEtlmi • Appendix J-2009 International Building Code amended. • Garfield County Land Use Code. (Applicant's Copy) Applicable Colorado Department of Public Health and Environment , Water Quality Control Division requirements . Utility location is required prior to any grading . Garfield Coynty Yegetatjon & Sjte Reclamatjon Regyjrements (Long- Term Disturbed Areas, One Acre or More) Overview: Grading Permits typical require the submission of: • A Site Specific Inventory and Map of county and State Listed Noxious Weeds. • A Weed Management Plan. • A Revegetation and Reclamation Plan . A Cost Estimate A Financial Security. The purpose of the plan is to ensure that the development does not result in: (i) erosion and dust generation, (ii) the propagation of noxious weeds, (iii) the excessive loss of wildlife habitat and food sources , and (iv) long-term visual eyesores . The financial security allows the County to perform reclamation in the case that the developer abandons the project or does not perform adequate reclamation . Reqyjred Elements of Vegetation and Reclamation Plan: Section 1 -Soil Handling. Includes : (i) provisions for salvaging on-site topsoil, (ii) a timetable for eliminating topsoil and/or aggregate piles, (iii) plan that provides for soil cover if any disturbances or stockpiles sit exposed for a period of 90 days or more, and (iv) erosion control barriers and dust suppression measures. Section 2 -Weed Management Plan. Includes: (i) a site specific weed inventory along with a site plan showing County Listed Noxious Weeds and Colorado Listed A & B Noxious Weeds (Contact Garfield County Vegetation Management for updated list), (ii) weed management plan that addresses inventoried weeds in a timely and effective manner. (Note: Garfield County may require the submittal for treatment records .) Section 3 -Site Revegetation and Restoration . Includes: (i) plant material list (be specific , scientific and common names requ ire), (ii) planting schedule (to include timing , methods, and provisions for watering, if applicable .) Section 4 -Cost Estimate. Cost estimate is used to determine the amount of the financial security. Line items within the cost estimate include: (i) mobilization, (ii) earthmoving , (iii) seed and planting, (iv) weed- free mulch, erosion control, and dust suppression, (v) irrigation, and (vi) weed management. ~For pipelines and projects in which existing grade is the same as final grade, a cost of $2,500/acre can used to determine the financial security.) Ejnancjal Securjty: Bonds, letter of Credit valid for a minimum of 2 years or cash. Coynty Inspection and Release of Ejnancjal Secyrjty: When grading has been completed and vegetation reestablished, the developer (permit holder) phones County Vegetation Manager (970-945-1377 Ext. 4305) and requests an inspection. If restoration is determined to be adequate, the county will inform the development and release the financial security. (Applicant's Copy) APPENDIXJ GRADING ADOPTED AMENDMENT See IBC sections 43, 44, and 45 in Resolution 2012-59 for amendments to J103.1, J103.2 (1), and J103.2 addition The pr01•isio11s co11tai11ed i111/1is app1mdix are 1101 nm11dato1:i • 1111/ess specifical~v referenced in the adopti11g ordi11a11ce. SECTJONJ101 GENERAL I JIOl.l Scope. The provisions of this chapter apply to grading. exca\'ation and earthwork construction. including lilts and embankments. Where conflicls occur between the technical requirements of this chapter and the geotcchnical report, the gcotechnical report shall go\·ern. J 101.2 Flood hazard areas. ll1e pro\•isions of this chapter shall not apply to grading. excavation and eaithwork conslruction. including fills and embankments, i11jlood1mys within.flood ha=- ard areas established in Section 1612.3 or b!flood ha=ard areas where designf/ood elevations arc specified but llood\\U>S have not been designated, unless it has been demonstrated through hydrologic and hydraulic analyses performed in accordance with standard engineering practice that the proposed \\ ork \\ ill not result in any increase in the level of the base llood. SECTIONJ102 DEFINITIONS JI02.I De11nitions . for the purposes of this appendix chapter, the terms, phrases and words listed in this section and their derivati\'es shall have the indicated meanings. BENCl-1. A relatively level step excavated into earth material on which fill is to be placed. COMPACTION. The densification of a fill by mechanical means. CUT.Sec Excav ation. DOWN DRAIN. A device for collecting water from a swale or ditch located on or above a slope, and safely delivering it to an approved drainage facility EROSION. The wearing away of the ground surface as a result of the movement of wind, \\ater or ice. EXCAVATION. The removal of earth material by rutificial means. also re fen cd to as a cut. FILL. Deposition of earth materials by artificial means. GRADE. The vertical location of the ground surface. GRADE, EXISTING. The grade prior to grading. GRADE. FINISHED. The grade of the site at the conclusion of all grading efforts. GRADING. An excavation or fill or combination thereof. KEY. A compacted fill placed in a trench excavated in earth mateiial beneath the toe of a slope. SLOPE. An inclined surface. the inclination of which is expressed as aratio o fhorizontal distance to vertical distance. 2009 INTERNATIONAL BUILDING CODE® TERRACE. A relatively level step constructed in the face of a graded slope for drainage and maintenance purposes. SECTION J103 PERMITS REQUIRED Jlu3.I Permits required. EJC(.-ept-itS-t.-,C e lfl~t e~ to-~o-cfi 9n­ .H<t3:-2; TIO" -grad ing-~hnH -he 1'eNOrtfl ed-wi+hot1 t•l+rs t-ha,,.iA,%- pht<1ine~ .. iwi:m!(L !~.~f!!{Qr.fo . .>m J~~ .~!!Wf ng .'lfllf:igf .. .l.\_grap !n_g permit docs not include the construction of retaining walls or atba Gl PJWt~l'CSr JI 03.2 Exemptions. A gradingper111i1 shall not be required for the folio\\ ing: I. Gmding-m-an-i-!lmnted;--sel f.L"t>Ht ttin etl -itreu;-"f>l'O'l'itl~ ~er ~ i5-oo -dim~~ kl-the-public.. OllW -tllal .5ucb ..gcadic g W ifl ~l-atlYL'f~ly o(l #f ~.f. adjoifling;>1=op:f-4ic;s , 2. Excavation for construction of a structure pcrmiucd under this code. 3. Cemetery gra\'es. 4. Refuse disposal sites controlled by other regulations. 5. Excavations for wells. or trenches forutilitics. 6. Mining. quarrying. excavating. processing or stockpil- ing rock. sand. gra\'cl. aggregate or cla) controlled by other regulations. pro\'idcd such operations do not alkct the lateral support of, or significantly increase stresses in. soil on adjoining properties. 7. Exploratory excavations performed under the direction of a registered design professional. Exemption from the permit requirements of this appendix shall not be deemed to grant authorization for any '' ork to be done in any manner in violation of the provisions of this code or any other laws or ordinances of this jurisdiction. SECTION J104 PERMIT APPLICATION AND SUBMITT ALS JI 04.1 Submittal requirements. In addition to the prov isions of Section I 05.3. the applicant shall state the estimated quanti- ties of excavatiou and fill. Jl04.2 Site plan requirements. lnaddition to th-isions of Section 107, a grading plan:shall sho\\ the existin c and fin- ished grade in contour intervals of sufficient clarity to indicate the nature and extent of the work and show in detail that it com- plies with the requirements of this code. The plans shall show the existing grade on adjoining properties in sufficient detail to iden- tify how grade changes will conform to the requirements of this code. 637 APPENDIXJ JIO.J.3 Geotechnical report. A geotcchnical report prepared by a registered design professio11al shall be provided . The report shall contain at least the following: I. Thenatnre and distribution of existing soils; 2. Conclusions and recommendations for grading procc· dures; 3. Soil design criteria for any structnrcs or embankments required to accomplish the proposed grading ; and 4. Where necessary , slope stability studies, and recommcn· dations and conclusions regarding site geology . Exception : A gcotcchnical report is not required where the building code official detennincs chat the nature of the work applied for is such that a report is not necessary . JI04.4 Liquefaction study . For sites with mapped maximum considered earthquake spectral response accelerations at short periods (S,) greater than O .Sg as determined by Section 1613 , a stndy of the liquefaction potential of the site shall be provided , and the recommendations incorporated in the plans. Exception: A liquefaction stndy is not required where the building official determines from established local data that the liquefaction potential is low. SECTIONJ105 INSPECTIONS JIOS.I General. Inspections shall be governed by Section I 09 ofthiscode. JI05 .2 Special inspections . The special inspection require· ments of Section 1704.7 shall apply to work perfonned undera grading pennit where required by the building official. SECTION J106 EXCAVATIONS JI 06.1 Maximnm slope. The slope of cut surfaces shall be no steeper than is safe for the intended use, and shall be no steeper than two units horizontal to one unit vertical (SO-percent slope) unless the owner or authorized agent furnishes a gcotcchnical rcportjustifying a steeper slope. Exceptions : I . A cut surface shall be pennined to be at a slope of l.S units horizontal to one unit vertical ( 67-percent slope) provided that all of the following arc met: 6)8 I.I . It is not intended to support shuctures or sur- charges. 12 It is adequately protected against erosion. 13. ltisno more than 8 feet(2438mm) in height . 1.4. ltis approved by the building code official. IS. Ground water is not encountered . 2. A cut surface in bedrock shall be permincd to be at a Slope of one unit horizontal to one unit vertical (IOO·perccnl slope). SECTION J107 FILLS JI07.I General. Unless otherwise recommended in the gcotcchnical report, fills shall comply with the provisions of this section. JI072 Surface preparation. The ground surface shall be pre- pared to receive fill by removing vegetation, topsoil and other unsuitable materials, and scarifying the ground to provide a bond with the fill material. J I073Bcnching. Where existing grade is at a slope steeper than five units horizontal to one unit vertical (20·pcrcent slope) and the depth of the fill exceeds S feet (I S24 mm) benching shall be provided in accordance with Figure J I07.3. A key shall be pro- vided which is atieast I Ofcel (3048 mm) in width and 2 feet (610 mm) in depth. JI 07.4 Fill malcrial. Fill material shall not include organic, frozen or other deleterious materials. No rock or similar irre- ducible material greater than 12inches (30S mm) in any dimen- sion shall be included in tills. I JI 07.S Compaction. All fill material shall be compacted to 90 percent of maximum density us determined by ASTM D ISS7, I Modified Proctor, in lifts not exceeding 12 inches (30S mm) in I depth. J I07.6 Maximum slope. The slope of fill surfaces shall be no sleeper than is safe for the intended use. Fill slopes steeper than two units horizontal to oneunil vertical (SO-percent slope) shall be justified by a geotcchnical report or engineering data . SECTION J 108 SETBACKS JI08 . I General. Cut and fill slopes shall be sci back from the property lines in accordance with this section . Se1back dimen- sions shall be measured perpendicular lo the property line and shall be as shown in Figure J 108.1, unless substantiating dala is submittcdjustifying reduced setbacks. J 108.2 Tup of slope. The setback at the top of a cut slope shall not be less than that sho\\n in Figure JI08 . I, or than is required to accommodate any required interceptor drains, whichever is greater. J 108 .3 Slope protection , Where required to protect adjacent propcities at the loe of a slope from ad\crse effects of the grad· ing, additional protection , apprO\ ed by the b11ildi11g official, shall be included . Such protection may include but shall not be limited to: I. Setbacks greater than those required by Figure JI 08.1. 2. Provisions forrclaining walls or similar construction. 3. Erosion protection of the fill slopes. 4. Provision for the control of surface waters . 2009 INTERNATIONAL BUILD ING CODE® lll l Ml':i.tllnlP".a'¥1 rli"'l'll\ Wi I 111'1 11111 1i11 111 RESOLUTION 2012-59 Rec:•pt ion#: 821496 07/ 18/2012 08 :28 :44 Alf Je•n Alberico 31 of 46 Rec Fea:$0.00 Doc Fee:0 .00 GARFIELD COUNTY CO 3412.6 Evaluation process. The building owner shall cause the existing building to be evaluated in accordance with the provisions of this section by a design professional( s) licensed to practice in the State of Colorado. The evaluation process specified herein shall be followed in its entirety to evaluate existing buildings. Table 3412. 7 shall be utilized for tabulating the results of the evaluation. References to other sections of this code indicate that compliance with those sections is required in order to gain credit in the evaluation herein outlined. Jn applying this section to a building with mixed occupancies, where the separation between the mixed occupancies does not qualify for any category indicated in Section 3412 .6.16, the score for each occupancy shall be determined and the lower score determined for each section of the evaluation process shall apply to the entire building. Where the separation between the mixed occupancies qualities for any category indicated in Section 3412 .6 .16, the score for each occupancy shall apply to each portion of the building based on the occupancy of the space. The following Appendixes are adopted: Appendix G Flood-Resistant Construction Appendix I Patio Covers Appendix J Grading 43 . Section JI03.I is amended to read as follows : J103.1 Permits required. Except as exempted in Section Jl03.2, no grading shall be performed without first having obtained a permit from the Garfield County Building and Planning Department or designee . A grading permit does not include the construction ofretaining walls or other structures . Security deposits in a form and amount approved by the Building Official or designee, based upon recommendations from the County Vegetation Management Office and the county's designated engineer shall be established prior to issuance of any major grading permits. 44 . Section J 103.2 (I.) is amended to read as follows : I. Grading, excavation and earthwork construction, including fil Is and embankments that are constructed solely for agricultural purposes on lands that are farms or ranches. 45. Section Jl03 .2 is amended to add an 8th exemption from permit as follows: 8. Grading that does not exceed 50 cubic yards of earthwork material or 6000 square feet of graded area whichever is greater. JV . 2009 JNTERNATIQNAL MECHANICAL CODE (J.M .C.) A . Additions and Modifications: The Sections of the l.M .C. are adopted subject to the