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HomeMy WebLinkAboutPermit Land Drainage Alteration 1998-5-14 This Side To 8e Filled Out by Applicant / (;~__ -:- -<""' op.:.....:" tIIII I Q" ~6; ~ - This permit is required for any site activity in ~he flood plain and everywhere site alteration co;;;ists of .--... ~ fifty (50! .cubic yards of material or more and/or if a drainageway is affected, within City limits and - ~ .... ", ~. '.- ~ - ~ ~ L.U c.. Z o - ~ ~ L.U ~ --J <( U.J LJ <( Z - ~ o o z <( o z :s Oate of A~~lii:~tjo~ . . ... 19-\ if f - {~ Property Owner --r- Ov.>-..,. 4 (' a. , ~_ ~ ,. "\._ Address: .I"(,S /J,ACI<LJ{N~ PL. I II -.- -. -,.-- Site Address: tb'D"t;,?LL-f '5V/ Permit Expiration Date: Phone: (cY;l.t- nl./ 010 Citv.JPLJ'" L-State:~ii~ . I^: \ \s TL<t.,-\M-ngfield, Oregon 5:,J tL o UGB Tax Map No: 1([, 0).... 111.. "2-a.., Journal number applicable Land Use Application Tax Lot: I 0 ~cT() o (pO yl105 ~ f I;ource Location , Material 5&1L f-L tA It. A,.U CL / ~() (It.D<V- FILL, Quantity \/00 Supplier GRADING, Quantitv EXCAVATION, Quantity Supplier: Address (? t;; ~,1 '-:::/ / Destination: / Project Supervisor , Phone o o )( SITE PLAN Required Data:Quantity of material, Property lines and descriptions, Tax map and lot number, Site address, Existing contour lines, Proposed contour lines, Existing drainage ways, Prollosed drainage ways, Significant trees and foliage, Ground cover, Soil types, Buildings, Septic systems, Sewers, Areas subject to flooding, Utilities, Areas subject to land slides, Proposed site improvements. . o o ~ o o CROSS SECTIONS, . . SeiLS & GEOLOGY PLAN, . \... DRAINAGE, POLLUTION. AND EROSION CONTROL PLAN REPLANTING PLAN ADDITIONAL INFORMATION, COMPANY NAME: PROJECT SUPERVISOR: ADDRESS: COMPANY NAME: PROJECT SUPERVISOR: ADDRESS: NorlCE: , PHONE THIS PERMIT SHAll F)(PIRI" Ie TLI= \' '~':K AUTHOR/ZEn 11lllDEP TLI'S rEFlMlflsY;",- COMMFN~~D C'91€: .~DArJDONEiJ rUN ,PHONE AMY 10n ~." ~E-'-- -- _.'1 I IIIVLI. STATE STATE CITY CONT,RACTOR NAME: PROJECT SUPERVISOR: ,. Registration Number: ADDRESS: STATE: , ZIP: MOBILE PHONE: .-r--: .'<. ... .' J,.... /' I Y,t!?WI/V.: -..,' .. "U'rJ../,,- 14.//1 ,...-, . \ 1..1'1 / '-r. ., ...... C> \ L '..JoA1 /1A,u.! PHONE . , Expiration Date: , CITY: #0<,1.-/ co <:" t fr ~ ()/~ (p OFFICE PHONE EMERGENCY PHONE: . ,. 1 FAX I understand that I or my successors may have future plans for my property which may be anticipated or unanticipated at this time. I understand that such future plans may require permits and developement approvals from the City of Springfield. I understand that notwithstanding any approval of this Land and Drainage Alteration Permit (LOAP), that at the time of application of future permits or approvals the City may review and reconsider all actions which I or my successors have undertaken persuant to this LDAP. I understand that the City may as a condition of any future approval, require the undoing, changing, or modification of any actions which I have undertaken as a result of the City's approval of this LDAP. . . By signature, I state and agree, that I have carefully examined the completed application and do hereby certify that all , information herein is true and correct, and I further certify that any and all work performed shall be done in accordance with the Ordinances of the City of Springfield. applicable City Standard specifications and Drawings, and the laws of the State of Oregon pertaining to the work described herein. I further certify that only contractors and employees who are in compliance with ORS 701.055 will be used on this project. .. The City may inspect the work site described in this permit at any time during a one year period fOllowing the receipt by the City of notice of completion of the described work and specify, at the City's sole desecration. any additional restoration work required to return the site to a standard acceptable to the City. The permittee will be notified in writing of any work required and will have thirty (30) days from the date of the notice to complete the work. Work not completed at the end of the thirty days will be performed by the City and the costs will be billed to the permittee. I further agr 0 en ure that all re . d inspections are requested at the proper time. that project address is readable from and the pproved 8 of I os will remain on the site et all times during con~ion. '9 ~ ...... Date.) - /V-/8' .:...--- I- - ~ ~ UJ c.. Z o - ~ UJ ~ <( UJ CJ <( Z - ~ o o z <( o z ::s 1/6/1 998 ',0' DRAINAGE, 0 Stonn, 0 Ditch, 0 Culvert, 0 Natural o WETLANDS, Description No-... o FLOOD PLAIN, Zone: ('1 , FEMA Community Panel No.: ~/f"n2oo"vA o FlOODWAY, FEMA Community Panel No.: I./IS"S'"?~ ct:'04f'n,"Date: 9/.2 7'/;.s- PLAN CHECK FEES: UP TO 100 CU81C YAROS 101 TO 1,000 CU81C YAROS 1.001 TO 10,000 CU81C YAROS 10.000 TO 100.000 CU81C YAROS 100,001 TO 200,000 200,001 CU81C YARDS OR MORE , . ,\ .: $20.00 $30.00 $40.00 $40.00 For the first 10,000 cubic yards. plus $20.00 for 8ach additional 10,000 cubic yards or fraction thereof. .' ...$2'20.00'Forthe first 100.001 cubic yards, plus $20.00 for 8ach additional 10,000 cubic yards or fraction thereof. $340 For the first 200,001 cubic yards. plus $6.00 for 8ac;h additional 10,000 cubic yards or fraction thereof. GRADING PERMIT FEES: UP TO 100 CU81C YARDS 101 TO 1.000 CU81C YARDS 1,00; TO 10,000 CU81C YARDS 10,000 TO 100,060 CU81C YARDS 100.001 TO 200,000 $30.00 $30.00 For the first 100 cubic yards, plus $14.00 for 8ach additional 100 cubic yards or fraction thereof. $156.00 For the first 1,000 cubic yards. plus $12.00 for 8ach additional 1,000 cubic yards or fraction thereof. $264.00 For the first 10,000 cubic yards. plus $54.00 for 8ach additional 10,000 cubic yards or fraction thereof. $750.00 For the first 100.001 cubic yards, plus $30.00 for 8ach additional 10,000 cubic yards or fraction thereof. .~,.. ...~..... Estimated Volume: Plan Check Fee: Receipt No: Date: Received By: Date: Grading Permit fee: J4JJ. - Receipt No: '3D 3 7 ~ Date: Received by: Date: ~~ h-?l.C/Cdlt:? /'R/l/hi./eU///6 '\ "" 'l ,_., /,-. , . , , , !, j', ,1_' ll"j , ,. .' ., o a- [3- o ~/;('-r;~/ hie -< oI:1ZJ // r/ 9?J,~ , v Date: Date: Date: Date <~~s <~r/1r t,/o/'5'~ Plannin~ Engineering Building: . Maintenance: Permit Number~~ Issued by: . Date: RAQlIirAd Final InspAr.tions' Planning: Date Engineering: Date Building: Date Maintenanc'e: Date: o o o land and Drainage activity as outlined in this permit has been completed in accordance with the provisions of this permit. . land and Dralnaoe ac.tivitv as outlined in this permit has not been completed in accordance With the prOVIsions Of thiS permit. land and Drainage activity was performed prior to application for this permit. Accepted by: Date: r/ .. . . \ Engineering Comments & Conditions . . By Bob Kettwig Date: May 18, 1998 Conditions This document is an extension to the conditions of the Land and Drainage Alteration Permit. These conditions must be carried out in addition to and as a part of any other conditions or requirements listed on this permit application and shall be in addition to any current or pending permit application(s) or land use decisions. The owner shall be required to be in compliance with federal, state and local ordinances and codes, and sound engineering practices. Specific conditions include but are not limited to the following; ] . Sediment from the construction must be trapped and prevented from leaving the project site or entering streams, drainage ways, wetlands, or other environmentally sensitive areas. Private and public property down gradient of the project site shall be protected against erosion during construction. Runoff from the project site during construction shall be protected so that sediment-laden water will be filtered before leaving the site or entering the conveyance system. 2. Temporary erosion control facilities must be designed for the 2-year, 24-hour storm event unless otherwise specified in the design guidance. 3. Stabilization of all exposed areas will be required within 48 hours after reaching finished grade. 4. Sediment and erosion control measures shall be in place and functioning before clearing and grading begins. 5. Construction site entrances are egress points for vehicles onto paved roadways. All projects, which will have vehicular traffic, shall have a means to prevent vehicles from tracking soil from the site. The owner shall maintain the entrance(s) as necessary to ensure proper functioning of pad. The inspector may require stabilization of interior roadways and car parks to keep,sediment contained. If sediment is tracked offsite, sediment shall, on a daily basis, be swept or shoveled !Tom the paved surface before washing. Runoff from construction entrances shall be directed to sediment ponds or traps where these have been otherwise provided on development sites. 6. Erosion control facilities shall not be allowed to fall into disrepair. The owner shall inspect facilities during and after rainfall events to ensure that they continue to function effectively. Repairs shall be made as soon as possible during rainfall events. . 7. Temporary erosion control measures may not be removed until the site is permanently restored to the satisfaction of the inspector. For projects that contain or adjoin drainage ways or environmentally sensitive areas, or occur on slopes over 15 percent, the Director may require a restoration plan that shall consider vegetation types, mulching/armoring, and/or maintenance to affect the following: . Erosion and sediment control . Soil and slope stability . Protection of drainage ways and environmentally sensitive areas. 8. All temporary erosion control measures shall be removed within 30 days after final site stabilization has been achieved or after the measures are no longer needed. Sediment collected in traps, ponds, or silt fence shall be removed and disposed in an approved manner or stabilized on site. Disturbed soil areas resulting from sediment removal shall be permanently stabilized within seven days. 9. Straw bale barriers are temporary and have a life expectancy of two months or less. The purpose of straw /hay bale barriers is to I) intercept and detain small amounts of sediment !Tom disturbed areas of limited extent in order to prevent sediment from leaving the site, and 2) decrease the velociry of sheet flows and low level channel flows . Straw/hay bale barriers are not a substitute for filter fabric fences as they are short-lived and provide very little filtration of sediment. Straw and hay bales may be used below areas subject to sheet an.d fill erosion. The . . size of the drainage area is to be no greater than 0.25 acre and the length of the slope behind the barrier should be no greater than 100 feet. If the slope has a gradient greater than 10 percent, slope length should be no more than 50 feet.] . There shall be no concentration of water or possibility of a washout in a channel above the barrier. 10. If drainage problems to adjacent properties are caused by or as a result of activity on this site then the applicant/owner/developer may be required place additional storm drainage to remedy the situation. I I. The owner/contractor shall be responsible to prevent any soil or materials from leaving the site. He/she shall anticipate the worst case weather conditions and place adequate erosion control measures prior to an event. Failure to provide control or prevent materials form entering the street or drainage system may result in a stop work order and additional fines and penalties as well as liability for any cleanup or costs. CONTROLS AND LIMITATIONS FOR STORM WATER DISCHARGES I. Issuance of this permit does not relieve the permittee all other permitting and licensing requirements. Prior to hev;'I1I;IlP cOllstruction activities, all oth,,-, "ece.~.mrv uODrovals shall be obtained. 2. The approval of the LDAP does not constitute compliance with this permit. The permittee shall be responsible for complying with all permit conditions and Federal, State and local laws and codes. 8. A copy of the LDAP shall be retained on-site and made available to the City of Springfield or its Agent upon request. During inactive periods of greater than seven (7) consecutive calendar days, the LDAP shall be retained by the permittee. 9. The LDAP shall be developed and implemented to prevent the discharge of sediment to surface waters. The following observations should be considered: a) Earth slides or mud flows that leave the construction site and are likely to discharge to surface waters. b) Evidence of concentrated flows of water causing erosion when such flows are not filtered or settled to remove sediment prior to leaving the construction site and are likely to discharge to surface waters. Evidence includes the presence of rills, rivulets or channels. Flow to storm water inlets or catch basins located on the site will be considered "leaving the site" if there are no sediment control structures downstream of the inlets or catch basins that are under the permittee's control. c) Turbid flows of water that are not filtered or settled to remove sediment prior to leaving the construction site and are likely to discharge to surface waters. Flow to storm water inlets or catch basins located on the site will be considered "leaving the site" if there are no sediment control structures downstream of the inlets or catch basins that are under the permittee's control. d) Deposits of sediment at the construction site in areas that drain to unprotected stonn water inlets or catch basins that discharge to surface waters. Inlets and catch basins with failing sediment controls due to lack of maintenance or inadequate design will be considered unprotected. e) Deposits of sediment from the construction site on public or private streets outside of the permitted construction activity that are likely to discharge to surface waters. 1) Deposits of sediment from the construction site on any adjacent property outside of the permitted construction activity that are likely to discharge to surface waters. 10. The City of Springfield or its Agent may require modifications to the LDAP at any time if the LDAP is ineffective at preventing the discharge of significant amounts of sediment to surface waters. 1 I. Significant amounts of sediment that leave the site shall be cleaned up immediately and placed back on the site or properly disposed. Any in-stream clean-up shall be coordinated with the Oregon Division of State Lands. 12. Under no conditions shall sediment from the construction site be washed into storm sewers or drainageways. r . . CONTROLS AND PRACTICES - The following controls and practices are required: i) Each site shall have "raveled", paved, or constructed entrances, exits and parking areas to reduce the tracking of sediment onto public or private roads. ii) All unpaved roads located on-site shall be "raveled". Other effective erosion and sediment control measures either on the road or down gradient may be used in place of "raveling". iii) When trucking saturated soils from the site, either watertight trucks shall be used or loads shall be drained on-site until dripping has been reduced to minimize spillage on roads. iv) A description of procedures for correct installation or use of all erosion and sediment control measures. v) A description of procedures for prompt maintenance or repair of erosion and sediment control measures utilized on-site. ADDITIONAL CONTROLS PRACTICES - Additional controls and practices shall be developed that are appropriate for the site. At a minimum the following shall be addressed: i) A description of clearing and grading practices, including a schedule of implementation, that will minimize the area of exposed soil throughout the life of the project. Whenever practicable, clearing and grading shall be done in a phased manner to prevent exposed inactive areas from becoming a source of erosion. ii) A description of vegetative erosion control practices, including a schedule of implementation, designed to preserve existing vegetation where practicable and re-vegetate open areas when practicable after grading or construction. In developing vegetative erosion control practices, the following shall be considered: temporary seeding, permanent seeding, mulching, sod stabilization, vegetative buffer strips, and protection of trees with protective construction fences. iii) A description of additional erosion control practices, including a schedule of implementation, designed to protect exposed areas and prevent soil from being eroded by stonn water. In developing additional erosion control practices, the following shall be considered: mulching with straw or other vegetation, use of erosion control blankets, and application of soil tackifiers. iv) A description of sediment control practices, including a schedule of implementation, that will be used to divert flows from exposed soil, store flows to allow for sedimentation, filter flows, or otherwise reduce sediment laden runoff. All temporary sediment control practices shall not be removed until permanent vegetation or other cover of exposed areas is established. In developing sediment control practices, the following shall be considered: use of straw bale dikes, silt fences, earth dikes, brush barriers, drainage swales, check dams, subsurface drains, pipe slope drains, rock outlet protection, sediment traps, and temporary or permanent sedimentation basins. v) A description of erosion and sediment control practices that will be used to prevent stockpiles from becoming a source of erosion. Stockpiles located away from the construction activity but still under the control ofthepermittee shall also be protected to prevent significant amounts of sediment from discharging to surface waters. In developing these practices, the following shall be considered: diversion of uncontaminated flows around stockpiles, use of cover over stockpiles, and installation of silt fences around stockpiles. vi) A description of the best management practices that will be used to prevent or minimize storm water from being exposed to pollutants from spills, cleaning and maintenance activities, and waste handling activities. These pollutants include fuel, hydraulic fluid, and other oils from vehicles and machinery, as well as debris, leftover paints, solvents. and glues from construction operations. vii) In developing these practices, the following shall be considered: written spill prevention and response procedures; employee training on spill prevention and proper disposal procedures; regular maintenance schedule for vehicles and machinery; and covered storage areas for wastes and supplies. . . viii) The pennittee shall manage abandoned hazardous wastes, used oils, contaminated soils or other toxic substances discovered during construction activities in a manner approved by the Depanment of Environmental Quality. INSPECTION REQUIREMENTS FOR ACTIVE SITES 1. All erosion and sediment control measures shall be inspected at least once every seven (7) calendar days and within 24 hours after any storm event of greater than 0.5 inches of rain per 24 hour period. 2. A II erosion and sediment control measures shall be inspected daily during periods when storm water runoff or snowmelt runoff occurs. 3. Storm water runoff discharges shall be visually monitored at the above frequency to evaluate the effectiveness of the erosion and sediment control measures. (fsignificant amounts of sediment are leaving the property, corrective action shall be taken to reduce the discharge of sediments and the LDAP amended accordingly. STANDARD CONDITIONS I. Dutv to Comolv The permitted must comply with all conditions of this permit. Any permit noncompliance constitutes a violation and is grounds for enforcement action; for penn it tennination, suspension, or modification; or for denial of a penn it renewal application. 2. Prooenv Ri.hts The issuance of this permit does not convey any propeny rights of any son, or any exclusive privilege. OPERA T10N AND MAINTENANCE OF POLLUTION CONTROLS I. Proner Oneration and Maintenance The permittee shall at all times properly operate and maintain all facilities and systems of treatment and control (and related appunenances) which are installed or used by the permittee to achieve compliance with the conditions of this permit. Proper operation and maintenance also includes adequate laboratory controls, and appropriate quality assurance procedures. This provision requires the operation of back-up or auxiliary facilities or similar systems which are installed by a permittee only when the operation is necessary to achieve compliance with the conditions of the permit. 2. Dutv to Halt or Reduce Activitv Upon reduction, loss, or failure of the treatment facility, the permittee shall, to the extent necessary to maintain compliance with its permit, control production or all discharges or both until the facility is restored or an alternative method of treatment is provided. This requirement applies, for example, when the primary source of power of the treatment facility fails or is reduced or lost. It shall not be a defense for a permittee in an enforcement action that it would have been necessary to halt or reduce the permitted activity in order to maintain compliance with the conditions of this permit. 3. Removed Substances Solids, sludges, filter backwash, or other pollutants removed in the course of treatment or control of wastewaters shall be disposed of in such a manner as to prevent any pollutant from such materials from entering public waters, causing nuisance conditions, or creating a public health hazard. 4. Insoection and Entrv r . . The penniltee shall allow the Director, or an authorized representative upon the presentation of credentials to: a) Enter upon the penniltee' s premises where a regulated facility or activity is located or conducted, or where records must be kept under the conditions of this pennit; b) Have access to and copy, at reasonable times, any records that must be kept under the conditions of this pennit; c) Inspect at reasonable times any facilities, equipment (including monitoring and control equipment), practices, or operations regulated or required under this penn it, and d) Sample or monitor at reasonable times, for the purpose of assuring penn it compliance or as otherwise authorized by state law, any substances or parameters at any location.