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HomeMy WebLinkAbout056-170-059y i wd-:A r%t2- is:?#r >#y Xs t-sqna-'ji d i - r, ! Y # ,w t .trc ��,/."1 :`r• '" l 'tj''1 { 'r - ..s P _t'i. t• { : L #tt h, re}:}at.� •: -.'f f'i, Ykn S z #ayi'r !% s �°L# :St : t< tIS � } ..t:� + �t' 3 4 �' �' w j"tTi��ft� Fls.���l .y t 1 ✓ } P 'f.t .,.y ~f 4,.+K i;4;1� > "1� i{j�, �#) fF,.S f i ,Y ♦ :S.try._. '}7f Wa f `i i' 1 t4�• f �f.. t: t i t R 't` 't s:,:. .' i. 056-170-059 1 t�}>{r of •.iR'> s ' .: z s. c..' }f##t•. 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ENVIRONMENTAL HEALTH OCT 0 2003 CHICO,.CALIFORNIA 6/c�j 1B\ I►�7 8� . i (2)1/I•gA: 1l90U - 2X6 DECIONG - BOL75 WJ 4"EM1BED. t CSI X11■ Iw01 r. _ 4: .. 1'-0' I ���•� 1.1 3 IOiiJ 4 5 • �� Iii.\ -r ----._..._._._.._...7.- - , ---'--- I EXISTING HOUSE PREPARED BY SIERRA PP R4• — -�, __ 2 , i' CHICO, fro a' MAX. TYP. CALIFO11 IMIA ' aillaN a %Mfb • ,� . - .. .. Jog? PLAN 500499.2945 ' 6308934M PAX PER "uLUSWINGER DATE SCALE .. - GIRDER PER PLAN `- _ SHEET TITLE '. m&®fbf104431tfI1�01pJA"1 -i - - ,PORCH • ` ,. PLAN COPYRIGHT 2001 , - - SMRRA DESIGNGROUP • - - ` _ - -. ALL RIGHTS RESERVED. NO PARTS MIRY - BEREPRODUCEDINITMOUTD-ENIOTMN ` - - - PERSSSSION OF 91ERRA DESIGN GROUP. - A - PREPAREDFOR SERENITY HOMES - . 2490 BRUCE RD.. CHICO. CA 98928 .. �. ... .. ._......... ,.............. ..... _._..._ — — — PHONE (520)666.9480 FAX 030)66&4482 . -.----.---------------------- EXINGNdbE STI .•••.--.. .. - - - SIDING ON GABLE END AND SOFFIT 12- . EXISTING HOUSE - UNDERNEATH TO MATCH MOUSE $IgNG —� 4 , 12 - —i2 ATTACHROOF TO EXISTING DORM6t -- —-----------------------=--- =f_= - 1.� . h RAIlD4O IYP. p{+ e .. EXISTING ROOFUNE MOIL 7". WIMUFACTURED SCISSOR TFNSSES 24' OJ:.6'x 10• DR•, MEADEFI (h) M" EA. TRLSS1. DECKHEIGHTSELOINW. ND MUM REQUIRED. - USE S�S�nCPCIDADER ONWCTIONS _ . .. ENLISTING GRACE B2x CONRNUOUSBL000N0 COKER& BETWEEN TRUSSES00 • . - SIDECOVER ` i t • POSTPERPLAN -. -FRONT ELEVATION Y PROJECT INFORMATION ' ROOFFRAMING PLAN - GAINES q J RESIDENCE . • _ .. I*NON4MRlW GROUT SILPSON C8 ' . . ` - r N - Y PER POST" LOT2VMCENrLAIE ,. C0100.45ET, CA 95973 . - - - • .. ' ROOF LL: 30 _ ROOF OL: 10 PER PIAN DRAWING NOTESIREV]SIONS C -07121103-FOUNDATION UYouc _ _ • POST TO PIER .1 69p,A3-POROI PIAN EXIS11NO HOUSE -I . - ' _ _ - 9CAM:NTS. FN3414i pp - IROORNO F&ATERWL TO .. ' • ,'6' X TC FOOlINS,NY 2Y6• OF DECK JOISTIW WATCH 0131MM DOW,Ht - •• - - - - 4 X 4 POST TO 367!37! 16.O.C.IYP. 4X4 POSTAT GIRDER :2•x4•DECXING _ _DEIX RIMTYP. - APDCONDWE TO ROOF gUQ NA7ERML - 4 Y 8 BEAM TVP. — — — — — — — — — — — — L ' . F ' E14871NGDORMER i _ x POST TENDS PER ARCH. - - �$p pn '7q DECK FRAMING PLANRIGHT SIDE ELEVATION SHEET NUMBER DECK RIM TO POST DETAIL 2 P SCALE: NTS. STi80TA PP I►�7 8� . i (2)1/I•gA: 1l90U - 2X6 DECIONG - BOL75 WJ 4"EM1BED. t CSI X11■ Iw01 r. _ 4: .. 1'-0' I ���•� 1.1 OCT0 21NJ IOiiJ .,/ • - - 21 RAILING TW. .`/yp 07 • �� Iii.\ -r ----._..._._._.._...7.- - , ---'--- I EXISTING HOUSE PP R4• — -�, __ — _ CHICO, fro a' MAX. TYP. DECK FRAMING PLANRIGHT SIDE ELEVATION SHEET NUMBER DECK RIM TO POST DETAIL 2 P SCALE: NTS. STi80TA PP . i (2)1/I•gA: 1l90U - 2X6 DECIONG - BOL75 WJ 4"EM1BED. t _ 4: .. 1'-0' I EAdI POST : _ PER. ARdI OCT0 21NJ eq� •✓•. .,/ • - - 21 RAILING TW. .`/yp 07 w -r ----._..._._._.._...7.- - , ---'--- I EXISTING HOUSE PP R4• — -�, __ — _ CHICO, fro a' MAX. TYP. CALIFO11 IMIA - Jog? PLAN EXI9nNO SPADE W PER "uLUSWINGER DATE SCALE • • . .. / GIRDER PER PLAN 07/21103 1/4"=1':i - SHEET TITLE + ! POST PER PLAN.. .' - - ,PORCH • ` _ PLAN DECK FRAMING PLANRIGHT SIDE ELEVATION SHEET NUMBER DECK RIM TO POST DETAIL 2 P SCALE: NTS. STi80TA PP —� C R L.E. PL A N 141 R�:T�4Z�R� S�EIi#�%'f HCS'►5 ` ea •x .r�te �GJ ' rn �e s 44XSI -114, i `' � ��-�-s�...�" � fi• tr r.•=,., _ ""��- 1 .. • - - .� iii _ _ � � S 1 i - ti f ARD M ME 'FAMILY -iffir 001-1 BEDROOM2 PET _. r. CARPE CARPET —2' X 62•-4 _ 1 LINEN ' to t H !1 X- IT -116 Cf. 101 - , . . A,{ j •v _ i 3 - - •� .. : S- Lr Uf i.�'MS f - �V a- ,'� �4-4 '-,•¢. n :i<e 3 Q . i i6' BASE r _ UTA ITY w +�. a w • 7 4 _ ]li r _ ^ d.Y R Li[ 7 e ' 1 t � i t +• { — atm ---"u ; \ a; NO — — -- —— — 0 _� r 44M 31.4 40 31 ` APPROVED 1 ' • I ButteCounty ENVIRONMEf T {dL HEALTH' 1 • Environmental Health V t _ —as4-03 JUN 1 2 203 ` !-.1 Date _-l?l4?.��< 3n� ' CHICO, CALIFORNIA T 5 • 3 hd� NOTES PERMIT NO. — tY ` 1 'it c `RES ENTIAL it 056-170-059-- RO1. H, PATRICIA 03-3642 VINCENT LN, COHASSET CONT: PIERCE CONST + NEW SINGLE FAMILY 3 BDRM t - SPECIAL CONDITIONS,`. - t -- ', CHECKED BY XSRA FLOOD CERTIFICATE REQ: .>�F1RE SPRINKLERS REQ. _ SPECIAL INSPECTION ITEMS - VERIFY USE PE OFFICE COPY SUB -Sl _.� Address 1 GAS l Meter By Date jj J ELECTRIC Meter By Date fi i. r• C +4; JOB FINALED (Date) 311zlfl o7 Signature JS J=OK 0 = Not OK + = NotReadyable; Card B-1 Date, . Card B-1 MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. 1. Zoning Requirements -Setbacks -Easements Footings; Size -Spacing -Marriage Line . 2. Soils; Special MH Support Sketch 4. 3. Sewer; Location -Test -Fall -C/O -Concrete 6. 4. Water; Location -Test -Easement Needed (Sketch) Water and Sewer Connected 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 9. 6.. Gas; Location -Test -Wrap;-/ P' L 'ft. P Nat. or/ P' L "ft./ P LPG License Decals 7. Well Clearance & Disconnect 8. Utility Clearance 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing Date 11. Card B-1 Date Card B-1 Date 12. Braced Wall Panels Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Date 1. Zoning Requirements -Setbacks -Easements Date 2. Footings; Size -Spacing -Marriage Line . Date 3. Gas; MH Test -Demand -Valve -Connector. 1. 4. Electricity; MH Test -Crossovers -Breakers -Clearances 2. Soils; Compaction -Structure Stability 5. Drain; MH Test -Fall -Flex Connector - Pool Structure; Steel -Connections -Thickness Dead Men -Lining 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date, . Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line . 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged. 9. Exits, 10. License Decals 11. - Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 .. Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting; Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes -Enclosures -Panel boards -Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date • . :Card B-1 Date Card B-1. Date Card B-1 J=OK 0 = NotRESIDENTIAL - = Nol AAppplicable . = Not Ready Date UNIRFLOOR (Plans) OK except #'s V Zoning-Setbacks-Easeme -Flood-Slope 2. Ftg., Main; Soils- Ele rnd. Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. St?.mwalls, Main; Steel-Blockouts-Wrapped (Single & Duplex) Date 6. Xtemwalls, Garage; Steel- Blockouts-Wra ed Date Downs and Special Anchors lab Steel -Wrapped t 4kel iers Fire lace Ftq.;,c W.V.; Fall-Fittin Way C/O-SqAer Test N:CVUF, Gas Pipe; Size Anchors -Yard GK Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 5 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies •5s 15. Access & Ventilation Date 16. Insulation Date Card B-1 Date Card B-1 Dat n ,tq,( Card B-1 Date - Card B-1. Date Card B-1 V Date Card B-1 Date PLU ING (Permit) OK except #'s - . nsulation-Walls-Ceilings ter Htr.; Vent -A Combustion Air Baffle -' Infiltration -Walls -Windows 1 ater Pipe; Test &&nc_ftoPNail Protection 9: QA.; Test Fittings & Anchor -Nail Protection 71(ip Shower Pan; Test, First Floor -Tub Access ,24c Test Tub & Shower, Second Floor -Tub Access Gas Pipe; Sixe & Anchors 3. Fire Sprinkler; Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card 131 Date ELECTRICAL (Permit) OK except #'s - 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29.2 Appliance Circuits in Kitchen & Conductor Size GFI- bfeed Wire Size/ Cu or AI-A.C. Wire Size/ /ga Cu or Al 1 Range Circle/% ga�uJor AI -Oven Circ. / /ga Cu. or. Al Insulated Ne al O es O No 32. Service -Riser Conductors & Ground Main Disconnect -- 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 73T Smoke Detector V Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MEC NICAL (Permit) OK except #'s A.C. Ducts Insulation & Support int Fan, Exhaust above insulation ,Cdndensate Drain & Overflow, Size & Grade 5 39. F ace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet •5s 4 Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAW ING (Permit) OK except #'s GI,zing Area -Glass Protection -Skylights -Plastic hear Walls; Nailing -Bolts Sills Proper Materials & Anchors BSdce Interior/Exterior Wall Panels 4e,/Walls Studs -Nailing Spacing & Braces -Plates -Sound - . nsulation-Walls-Ceilings 4 earing Walls over Girders & Floor Nailing - Infiltration -Walls -Windows 4"raft Stop in Walls (rat proof) Card B-1 Date Card B-1 Ire Stops, Furred Ceilings-Stairs-Chasers-Tubs1 6. Headers & Beams -Size & Bearing 'r Date 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. Firepla `Ties or Type A Flue -Fireplace Throat Clearance 50. A ccess; Size & Romex Protection -Draft Stop -Ins. Baffles rm. Windows or Exiting Doors -Sill Ht. & Dimensions Gar a Fire Protection Framing -RC Channel r erty Line Firewall & Openings 5 Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits •5s -S rs; Width -Headroom -Rise -Run -Landing -Fire Protection _50 --Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 7. Siding -Nailing Veneer 613 SXcco Mesh -Drip Screed -Fd. Vents-Underflr. Access 'r GI,zing Area -Glass Protection -Skylights -Plastic hear Walls; Nailing -Bolts - ' 61. BSdce Interior/Exterior Wall Panels L. G p Z,_ . nsulation-Walls-Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINA tans) OK except #'s Ex teps- Door & Sidelight Protection -Landings ke Detector Furnace Vents -clearance -Comb, Air-Connector- lo,Garage; Above Floor-Ducts-Mech. Protection 69!G .I. & Bath Fixtures & Tub Access -Spa Elec. Trim & Subpanel, Breaker Sizes & Labels ±t.::S rs & Rails ire ace or Stove, Clearance -Hearth 142. eq eutlets at Wood Panel, Int. & Ext. 7�. i V.ixt. & Appliance; Ground -Air -Gap -Cooking Clearance le utlets & Receptacles at Kit. Counter Garage Fire Door; Swing -Landing -Closure -'9f>-A P Duct in Garage -Damper tr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection ; Elec. & Mech. Equip. Listed for Location Elpe, Receptacles in Garage (F.F.I.)-Romex Protection $D, -Foam -Looked in Attic 44. -Guard Rails & Deck Construction -Post Caps 82-Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth _ Clearance Looked under Floor O Yes 9W. - FollO in Instld./Drive O Yes O No/Walks O Yes O No/Planters O Yes O No 64- cco Brown -Finish . A . Unit Disconnect, Electrical -Plumbing . is Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings W�r Well, Disconnect, Electrical, Plumbing xterior Elec. Trim, G.F.I. Receptacle -Underground tilation Throughout House jPsS Protection 9r(ections from Previous Inspections Gas Test -Meters Tagged, Gas -Electric 93. ater & Sewer Connected -C/O to Gra -HD Approval 94. E er y Compliance Certificate -Other Certi icates . A ress Posted gto*fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: os INTER -DEPARTMENTAL MEMORANDUM TO: BUILDING DIVISION, OROVILLE FROM: G. i ENVIR. HEALTH, CFECO DATE: RELEASE ENV. HEALTH HOLD ON BUILDING FINAL FOR: OWNERNAME:' SEPTIC: WELL: AP#: 05't0 —/?70—'D5_qADDRESS/LOCATION: V14^ C'eyq-l— Comments: 0 3 3 to q Z GL/memos/releasehold �' I P��"'•Yro✓.__ .ya. _-s,.n-,r..t�."C` ..rr!� _y . *,S , ,ra:'a�g,o.;�.�,.,. gy.-�;.,;•.•tt'•.;:�YT- "i_j,".a`!E'..'s . 4 ;N."'�4:y.rP L ,.j t f � r' r r �, � ! Sy 3+'A � Ei G ] •3�i • , 't 't Y � ♦ a .ice-. _. .. -. rte•• t<. +' + - &l ... " :t .. Y F. r� 4. COUNTY OF BUTTE,- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT -NO. (Itev 12/96) APPLICATION AND PERMIT CPERMIT-NO. ASSESSOR PARCEL NUMBEAfir. S ZON J _ 5,- BUILDING PERMIT OWN E • ' 1 Ic I TELEPHONE SO• FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS .? YYlct�t � F Irl Ct • . C�j I� D Cc.. �/S2� CONTRACTOR'S NAME 1 �^ TELEPHONE CONTRAQTORS MAKING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Permit Fee $ , --, Plan Checking Fee $ / • BUILDINGADDRESs ! /,-�1 j • L 1 r 1 C L11 • � D {'164 SSf V Energy Plan Checking Fee $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF Duplex ❑ Mobilehomej7ther sPEDIFv y� Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utlrbes ❑ Installation ❑ Other Describe Work: VV►tft LC Wit q%rC •'^ � +� t { e �" Gas piping system 1- 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI GI W1 @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service EO.A OR LESS 2o0A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000 of Division 3 of *tJ a Bus* a d Professions Code, ( g )� and my license is ' trll for c and effect. 6 License Class -0 Lic. No. OWNER -BUILDER DECLARATION hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. g0 �S ❑ I, as owner of the property, am exclusively contracting with licensed ors to construct the project. A ❑ 1 am exempt under Sec. Business and Professions Code fo�h reason w� G WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: �e C' ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) •� I certify that in the performance of the work for which this permit is issued, I shall r not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation prQXisions of section 3700 of the Labor Code, I shall forthwith mply I Fj tho vise S. a X _ Date _ 1 ' 9 Signature Applicant - ❑ Owner U► ntractor ❑ Agent 9 over An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. � TO Main Service TO 46.00 NEW CONST. DWELL EL OCCUCUP. SO OR ADDNS. ( & ACC. BLDS. 3.5Q FT. NEW CONST. MULTI -OUTLET NON-RESID. @7.50 CIRCUITS POWER d SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FDTTUREs BAL @':005050 FIXI Ex. Occup. OUTLEDTsSREESID.DEA 5.00 Temporary Service 23.00 "Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 0 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ S • y7 :.AI FEES IMP FLOOD COF PARCEL PO HD ISSJJE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. Ma"") By �+D%a/t`e, /i7 PERMIT EXPIRES ON W All (Da te Receipt No. L 1 • -. L i '� % - f L �. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT NO SVC p 'MTS I L*.[ wp" ,.or 0- 064 .ZM51T 5D. 51DIN5 kV ♦ PATTERN HALF -ROUND Lh a w III WA -A IFALA EXPOSURE CEMEN'T BOARD 4NzTTT OFALL SIDES OVER �X,6 F*501A"E F R -N T E L E VAT 0-N' Installation Certificate: Residential CF -613 Use of this form to satisfy the requirements of the Administrative Code Is optional, but the Information must be provided and posted. Site Address c� Permit Number An installation certificate is required to be posted at the building site prior to the issuance of the occupancy permit. This form may be used to meet these requirements. All appliance categories listed below are the actual equipment installed. Note that the efficiency and type of the appliance installed must be equivalent or better than the appliance specified on the Certificate of Compliance (CF -1 R). This certficate (or its equivalent) shall be prepared and signed by the person(s) assuming overall responsibility for the appliance installation. I, the undersigned, verify that the equipment listed in the category above my signature is the actual equipment installed and that the equipment meets or exceeds the requirements of the Appliance Efficiency Standards. In addition, I have verified that the equipment is equivalent to or more efficient than the equipment specified on the Certificate of Compliance submitted to demonstrate compliance with the Energy Efficiency Standards for residential buildings. HVAC SYSTEMS Note: Hydronic boiler information is entered here. Other hydronic'or combined hydronic equipment is listed under Water Heating Systems. Heating Equip. Type (furnace, heat pump, etc CEC Certified Actual Manuf. Make & Efflclency Model Number (AFUE, etc. Distribution Duct or Type and Piping Location R-Valuc r CEC Certified Energy' External Factor or Tank Recovery Standby' � Insulation Eff Iciency Loss M R=Value Cooling Equip. Compressor Unit Actual Distribution Type (air cond., Manuf. Make & Efflclency Typeand heat pump, etc.) Model Number (SEER)Location Cy c For Instantaneous electric water heaters, list Rated Input. Duct or Piping R -Value - P13 Heating Load Heating Before Over- Equipment Slzlna (Btuh) Caoaclty (E The building design heat loss and design heat gain rate have been determined using a method specified in Section 150(h) of the Energy Efficie Standards, and are two of the criteria used for equipment sizing and selecti i oM .ate (\",AJel Signature' Date HVAC Subontractor (Co. Name) or General Contractor or Owner WATER HEATING SYSTEMS Water Heating CEC Certifled Rated' Tank System Type Manuf. Make & Input (kW Capacity (storage gas, etc. Model Number or Btuh(gallons) Energy' External Factor or Tank Recovery Standby' � Insulation Eff Iciency Loss M R=Value 1. For small gas storage (rated input 5 75,000 Bwfnr), electric resistance and heat pump water heaters, list Energy Factor. For large gas storage water heaters (rated input >75,000 Btulhr), fist Rated Input, Recovery Efficiency and Standby Loss. For Instantaneous gas water heaters, list Rated Input and Recovery Efficiency. For Instantaneous electric water heaters, list Rated Input. FAUCETS & SHOWER HEADS All faucets and showerheads installed are listed in the Commission's Directory of Certified Faucets and Showerheads, pursuant to Title 24, Part 6, Subchapter 2, Section 111. i Signature Date Plumbing Subcontractor (Co. Name) or General Contractor or Owner Revised January 1992 PAYLESS BUILDING SUPPLY 2600 N(TrRE MIME i+OULE V ARD CHICLE, Cri ',i:.i•326 N® g��Er38Rard�'i"�io•i• is-:4•M ` OLLI F-; ERCE C014STRUC;T I M4 S-H I P # 1 V It4:LENT L:J 2 T0: VET?4 Ih. F':EFLE 'TCI: CHICO, C(a p 26 BOX '746G. APOO56-1 ,0-r 5g t)B la r-) la Cl-41 co, CA 95913 M I 5C :: W ; e: COST NCI:0 C CL;S1�t: i2.00210 1)EL. OAT E.08/1`- 04- TEFHko SV)---T 10TH FRUIr;: G 4E37917.' - 87;�-L111? __ __�___-_•-------------- L OTY -DESCRIPTION__ ATALOG 0- +_ UNITS AMOUNT --_-------------- --1 -_- 19 -_ - 5-7/1b"X14" 3000'r BEAM GLGLSJLVLRJ 0 19 13, L9 349.41 2 1/19• .�r�� 24 4X:0-RL #2 1 BTR DOUG F S. 41ORLDF O 80 759.00m9F 60.72 0 619� ``' @OMBF 259 98 . 1 4 7@ 2X4 1®4 1/4 STD 8 BTR OF STUD 2410414 0 4� 3" PIN W/WASHER/IU'GER BOX PAF,Wl.320 0 2 6.139 EA 13.911 2 .27 CAL. RED 10-SNOT MAX P27SL5 0 2 5.99 EA i 4.98 7 D .40 518 BLACK F,IINDAT ION NIST 581IFN 0 40 : 10 EA 4.00 50 1/2"X5 I/2' WEDGE ANCHOR 0 • 50 .89 EA 44.50 b SUBTOTAL 744.57 U CA SALLS TAX 53•'31 TOTAL 798.55 0-7 1 / V •. � _ �s�- . ,g. � Vim; .w�',�--'- �� L `�Z-�1 te Via_ I Gr/ IE .TiiMM YOU FOR MMIC LIS YOUR MINES- 0" VM KV NAVE OAIQiNill PLEASE PAY p{NlIIM INVOICE n RM K 017H IN 38 OA/S OF KffDM. PLFABE ABM THIS AMOUNT: 798.55 RENRIB NYRE SiJBm in A 1911 Wm Lm pBtRHE �. REMIVED Its X .100 8 T Z • ON 19T 6268 F A ddFT 9N I a-1 I f18 SS3-l.lHd E9:80 Soo,-/To/E:0 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICEUILDING DIVISION 7 County Center Drive Oroville, California 95965 • Telepa 30) 538-7541 PER IT NO. (Rev. 12/96,) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER ©Sb —/70 _ U 5 7 ZONING _ s BUILDING PERMIT OWNER(/ 7-11,�� /�/� TELEPHONE 7Q qct �'7 SQ. FT. OCC. BUILDING VALUATION .OWNERS HARING ADDRESS/ — / ��/ L w , `/--'',(/J /a ' CONTRACTOR'S NAME /� ^ — A M TELEP E 1 C��J /� � L) CONTRACTORS MAILING ADDRESS _ D 8 U I 7 W X CONSTRUCTION LENDER LENDERS MAILING ADDRESSFireplace _ ?� Z Total Valuation $ </ 779 - X» ARCHITECT OR ENGINEER LICENSE NO. Fling Fee 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADD / / / VlNW1NT Plan Checking Fee $ .30 BUILDINGADDRESS CD/�w SS E"T Energy Plan Checking Fee $ . 0-0 $ PERMIT FEE $ /3 .3o LAT NO. SUBDN 5 NAME ...- �� M y/ PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE Q Z'IG SFY Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap Q 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 O C Each gas water heater or vent 15.00 , TYPE OF WORK New XAddition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: �!/ 5 h o W 6,04D: Zo 00 f -o ZSd 0 'c�' Gas piping system 1 - 5 outlets 15. 0 0 Building sewer 15.00 S X» Mobile Home I S I G I W 920.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 LES Main Service zo.A OR LESS 23.00 Z3. LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. -30117 License Class I ] Lic. No. OWN WILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors license Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO I//OA 46.00 NEW CONST. DWEwNG OCCUP. SO t� OR ADONS. a ACC. S.3.5¢,. / NOµaEOSD. MULTI. CYRCUITS @7,50 POWER APPARATUS a SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES BAS @';w Ex. Occup. oFunFrs PRM.oEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating 5-0-0 CoolingX7� Hood 6.50 SO Ventilation PERMIT FEIE $ i Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. p,{ b X /<�_ Date aZO 3 Signature of Applicant - ❑ Owner [IContractor [3Agent OSHA permit is required for excavations over 60" deep and demolit' n or constru tion of structures over 3 stories in height. Receipt No.!Dtib •X WHITE-D.D.S.- .D. ANA -ASSESS R PINKIINSFFECTOR LDENROD-APPLICANT Mobile Home Installation Fee $ Energy Inspection Fee $ r e� PKE '� ' TO AL FEE $l AZ. f D. FE IMP FLAOD CDF PARC HD ISS This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicate above for which fee have been paid. "IAn j date PERMIT EXPIRES ON 6 ale s !�.1 �.. E.H. USE ONLY Piot Plan Anachad �' w-.• _-.. .' �. ^ /\ Rool Plat Attached Sam to B.O. . TO: B ing Department FROM: Environmenta ealth A �7 SUBJECT: Sanitation Clearance ©h LCAT/ �r,ce� L� SIP—f'7d9---O�Qj Owner Location AP# Plan Approved for: Sewage Disposal ✓ Water 66 Supply: Public Private Well f Clearance for 3W dwelling. 94 -het tins/ f��acG�l' Qi aP_ Holii'ayrnai 'Fi clearance O.K. or: NOTE: ,�nvironme to He Ith Specialist 1-tZ-o Date 8/96 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 8 R PERMIT APPLICATION DATA SHEET OWNER:7Z4�ASSESSOR PARCEL NUMBER Proposed Building Use: Counter Technician: Date: Items required in order to apply fora permit. All boxes MUST be checked OR marked NA in order tujpply. 'k 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 4. Engineered truss details and layouts in duplicate. No faxes! ; .y 5. Energy compliance design and supporting documentation in duplicate.. ❑ 6. Manufactured homes: (A) Data`"sheets and installer n _1hst-(B) MarFiage line.,info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are ret:eiye'd"'` Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Site plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................... ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... FireSprinklers............................................................................................ 14. Agricultural Buffer clr and site plan apr from the Ag Commissioner. Sent by,... _ _•- __..--•..•. - ❑ 15. Othe[ ami g ite s needed to issue the permit. (May require additional. plan -review 1 es as hown on the attached Schedule of Fees Due Sheet....... .................. . . . tem .t of Intent for Non -heated and A/C Buildings ................................. 18. in n and site plan approval from the Environmental Health Department in LlY\,t r, ity�of Chico Plumbing permit ............................/.......................... �....... 0. California Department of Forestry pIa�n approval Lj paid. Sent by:.......�� ,;. Planning approval for (A) Use: C>)<,(B)Parking: (C) Parcel Ch ck: 22. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... NPDESForm............................................................................................. 24. Encroachment.Permit for driveway from the Public Works Dept ................................. ❑ 25. Pre -Inspection for required ................ ❑ 26. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 27. Worker's Compensation Carrier and Policy Number ............................................. ❑ 28. Owner -Builder Verification (❑ Given to owner, •❑ Mailed to owner) ..................... ett f Signature authorization.................................................................... ..1 30. Recor d copy of Agricultural Acknowledgment Statement .................................... f-00-❑ 31. Manactured home utility clearance `.y.....:t*.................................................... xisting violations and/or expired permits:...................................................... ❑ 0. ❑ Grant Deed, ❑ MSH. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ heck to 34. 0 0 Vhaen Telepho e pp — ( a dhold for pickup. inforrhf�fh -iib ste�regwreme s f ob a building ermit / ' ZD. $ K I Applicant: ► a Date: 1 ;Z - 6/D 1. Index permit application for ove item numbe Pl:Check7Letter 2. Additional items require )n:JN&Z)2) K� Contractor, designer, own w vised of the above a •a by o ail, ❑ counter, by Contractor, designer, owner as vised of the above data by ❑ phone, ❑ mail, ❑ counter, by --p Date: Plans reviewed by:�.. Date: Plans approved by: Date: ' `c Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division COUNTY OF BUTTE .DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 SCHEDULE OF RECEIPT OF FEES OWNER PROPROSED BUILDING US 41. BUILDING PERP --- Balance Due....... Additional Fees D, --- Revised Plan Checking Fee.... $ SCHOOL DISTRICT FEES (paid at School District Office) (form available after Plan Check) A.P. <) jr?o— I_70_0151� DATE RECEIPT # 3. SHERIFF FEES (paid at Building Division esidential............ X $360`0 % Units Commercial (sq. ftg.).....$�— Sq.Ftg. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit)..... X = $ # Units Amt. Commercial (Sq. Ftg.).... X = $ Sq. Fig. Amt. 5. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) . 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK FEE. W.00(paidat Building DivfA ' $: WASTER TENDER F TTALION It O� $200.00 (paid. at Building on) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X = $ Zone # Units Amt. Commercial (sq. ftg.) ......... X = $ Sq. Fig. Amt. 10. OTHER DATE REC. At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking process. APPLICANT �� ice— DATE [1/6z c o 3 Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 2/2003) COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DTVI I 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538 P RMIT NO. (Rev.12/Q6) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER1 –') �� !/ 20NIN _ (� J BUILDING PERMIT OWNER Edlylciirx LEPHONE SO. FT. OCC. BUILDING VALUATION Ca . OWNERS MAIUNG AD S 77 -o v la - IC R6CT0R'S NAME I T LEPH NE - TORS MAILING Eff J bONSTRUCTTON LENDER ' Fireplace 7 -&*0 JS 60 LENDER'S MAIUNG ADDRESS Total Valuation $ ARC CT ORE NEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ � O ARCHITECT OR EERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS ' Energy Plan Checking Fee $ � , Q Q $ PERMIT FEE S 3 0 1 Lor No. susory IONS NAME 7 CEL MAP � t.m.. r -t a 4! PLUMBING PERMIT Filing Fee 20.00 g USEOFSTRUCTURE �"j , (j?��, SF )1 Duplex ❑ Mobilehome ❑ Other • \ SPECIFY Each Trap 7.00 . Solar or heat um water heater 23.00 Water piping 15.00 a Each gas water heater or vent 15.00 TYPE OF WORK New ) Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Sltl ®�•�� '7"� Z5'1 - T> Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ P`A ELECTRICAL PERMIT ' Fling Fee 20.00 EGOV OR LESS Main Service . , OR LESS 23.00 A3. _ 0 . �� '�• - - _ - .. < -., '. f e _• ��. ----1 —�� -' O T�A�Hood 00 � O O • • ���� bC.'?L4+ � ��� 1 . - X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 10ooA 46.00 NEW CONST. ( DWELLING OCCUR 3.5Q s0. OR ADONS. 8 ACC. S. Fr. NEW CONST. MULTI.OUTLET NON-RESID. CIRCUITS @7.50 PBRANCH OWER APPARATUS 8 SINGLE OUREr U 20 Q 1.00 EX. OCCU OUTIEi OR FIXTURES BAL @ .50 ' Ex. Occu . OFlxur�s(RRESID.DE.A 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating IS - 00 Cooling oZO. 6.50 S Ventilation PERMIT FEE S Mobile Home Installation Fee $ Energy Inspection Fee $ D 17— DGS . PE TOTAPF" HA2. D. FEES IPj FLO I ZrP C pp SUE This permit is hereby issued under the of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON applicable provisions Resolutions to do work been paid. Date Date ReceiptNo. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 0 i COPY of Document Recorded 14 -May -2004 2004-0028755 Hae not been compared Frith original "BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance -of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including,.but not limited to herbicides, pesticides, and fertilizers; and from the pursuit•of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust,, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent .property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: ' s PARCEL 4 as shown on that certain parcel map being a portion of the S 1/4 , of section 34, T. 24 N., R.2 E., M.D.B. & M., filed in the.office of the recorder County of Butte, State Of California on -April 17,, 1997, in book 141 of maps, at pages 64, 65 and 66'. Date C.� y PROPERTY WNERS: State of California ) f C ounty of On It�h before me; personally appeared - - r — _L - - -- - -------personally - - known to me (or proved to me on the basis of satisfactoryevidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. Signature _ _ Seal:' STACEY L ATENCIO r COMM. #1390447 �. /� • RNA NOTARY�E CNINTY � A.P. #' 06ie- o • 05' My Cpnn. Expires Dec. 16, 2006 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive Oroville, California 95965 *.Telephone (530) 538-75P R T o. (F�ev.12/96) APPLICATION AND PERMIT b3 -SM ASSESSOR PARCEL NUMBERr Jr ZONING W —s BUILDING PERMIT OW NE TELEPHONE � SO. FT. OCC. BUILDING VALUATION 1 C-6 �/��� .OWNERS 1�N�ADOREr , 1n ,^��' ' �� . Gh iib Com- q f 49 ► , CO OR'S NAME nW (� ( G� U TELEPHONE CONTRAVS MAI NG ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ d� ARCHITECT OR ENGINEERS MAULING ADDRESS Plan Checking Fee $ BUILDINGADD s LA Energy Plan Checking Fee $ PERMIT FEE S Z . LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF LR Duplex ❑ Mobilehome§q\Jdther 1 SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ installation ❑ Other Describe Work: 1 �y1Ca� 0:. CApec {� 1 r 0 Q r C rh Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 Main Service ZaOA OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of a Busine and Prof ssions Code, and my license is and effect. License Class •'' Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permitis issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service zooA To 1000A 46.00 NEW CONST. DW %NG OCCUP. SO OR ADDNS. ( a Acc. BLAS. 3.50FT: NEW CONST. MULTI -OUTLET NON-RESID. C @7.50 a.OINWER GLE O.PUTLET APPARATUS zu p 1.00 Ex. Occup. OUTLET OR FIXTURES SAL. Q .SO Ex. Occu . oFlx�eEO�A R p) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE _ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation pr visions of section 3700 of the Labor Code, I shall forthv4"w th e ovis ns. X\."YVIIIVDate � Signature of Applicant - ❑ Owner ontractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ HAZ. D. FEES IMP I FLOOD I CDF PARCEL PD HD This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fee have been By D/ate PERMIT EXPIRES O S/ Da provisions to do work paid. /� V /�0 V 67 e Receipt No.191� WHITE-D.D.S CA A E OR PINK-INSPEC GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7-r; P� MIT NO. (Rev.12/96) APPLICATION AND PERMIT ASSESSORPARCELNUMBEA ZONING BUILDING PERMIT OWNER _ . i= jE � SO. FT. OCC. BUILDING VALUATION ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS ARCHITECT OR ENGINEER MARCHITECT OR ENGINEERS MAILING ADDRESS __ BUILDING ADDRESS LOT NO. I SUBDNISIONS NAME USEOFSTRUCTURE - SFX Duplex ❑ Mobilehome ❑ Other TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installatior Describe Work: C_ 66 ❑ Other X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 50" deep and demolition or construction of structures over 3 stories in height. Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT Each gas water heater or vent Gas piping system t - 5 outlets Building sewer Mobile Home I S I G I W PERMIT FEE $ ELECTRICAL PERMIT 800V OR LESS Main Service 200, OR LESS Main Service 200A TO 1000A NEW CONST. DWELLING OCCUP. OR AD DNS. 8 ACC. SLOS. 7.00 23.00 15.00 15.00 15.00 15.00 @20.00 ig Fee 23.00 46.00 3.5QFr. @7.50 20.00 20.00 20.00 Ex. OCCU . OUTLET OR FOnURES Total Valuation Is NO. Filing Fee $ Permit Fee $ 23.00 Plan Checking Fee $ 20.00 Energy Plan Checking Fee $ $ PERMIT FEE S MAP PLUMBING PERMIT Each Trap 7 Solar or heat pump water heater Water piping X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 50" deep and demolition or construction of structures over 3 stories in height. Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT Each gas water heater or vent Gas piping system t - 5 outlets Building sewer Mobile Home I S I G I W PERMIT FEE $ ELECTRICAL PERMIT 800V OR LESS Main Service 200, OR LESS Main Service 200A TO 1000A NEW CONST. DWELLING OCCUP. OR AD DNS. 8 ACC. SLOS. 7.00 23.00 15.00 15.00 15.00 15.00 @20.00 ig Fee 23.00 46.00 3.5QFr. @7.50 20.00 20.00 20.00 Ex. OCCU . OUTLET OR FOnURES 6,L @ .50 Ex. OCCU %DAPPLNS. OR OUTLETS REBID. Ea 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE 1 _ MECHANICAL PERMIT I Filing Fee 1 20.00 I Hood 1 1 6.50 1 1 PERMIT FEE S Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST'__ TOTAL FEE $ /a3 HAZ. I D. FEES I IMP I FLOOD I CDF I PARCEL I Pp I HD I ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Orovillei CA` 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL NUMBER D v(o (-70,- U Proposed Building Use: A I Counter Technician. Date: 6 �� Items. required in order to pply for a permit- All boxes MUST be checked OR marked NA in order to apply. ❑ 1. Site plans, 3 or 4 setY, signed by the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 9W14. Engineered truss details and layouts in duplicate. No faxes! , ❑ 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Detached Accessory Building Form filled out by the owner. ❑ 12. Hazardous Material Form. ❑ 13. Fire Sprinklers ❑ 14. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office ❑ 15. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 16. Fees as shown on the attached Schedule of Fees Due Sheet. ❑ 17. Statement of Intent for Non -heated and A/C Buildings. ❑ 18. Sanitation and site plan approval from the Environmental Health Department in ❑ 19. City of Chico Plumbing permit. ❑ 20. California Department of Forestry. plan approval ❑ paid. ❑ 21. Planning approval for (A) Use: (B)Parking: (C) Parcel Check:. ❑ 22: Contact Land Development about ❑ Improvements, ❑ Drainage. ❑ 23. NPDES Form ❑ 24. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 25. Pre -Inspection for required. ❑ 26. Contractor's license information. (Number, Name Style, Classification). ❑ 27. Worker's Compensation Carrier and Policy Number. ❑ 28. Owner -Builder Verification ( ❑ Given to owner, ❑ Mailed to owner). ❑ 29. Letter of Signature authorization. ❑ 30. Recorded copy of Agricultural Acknowledgment Statement. ❑ 31. Manufactured home.utility clearance. ❑ 32. Existing violations and/or expired permits. ❑ 33. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 34. Other: When issued Telephone and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: Date: EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Original -Applicant �- i. � � �'y. ''... y -� .. a iIM-.F .. . ♦ y . � � r l i Y _ .f •a.41.i'". '_ ,v .-COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION Y County Center Drive, Orovil t, CA 95965 Phone (5V)538-7541 Fax (530)538-2140 T.PERMIT APPLICATION ATA SHEET 0Wh1ELt`""` ASSESSOR PARCEL NUMBER DSS J 1-70.- �/� -Proposed Bailding Use: L Counter Technicia : Date: Items required in,order to pply fora per it. All boxes MUST be checked OR marked NA in order to apply. ' ❑ 1. 'Site plans, 3 or 4 set ,signed by the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. f ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets o/tamped and signed calculations. 93'14. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and talcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to,the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Site plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................... ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... ❑ 13. Fire Sprinklers............................................................................................ ❑ 14. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 15. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 16. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... _ ❑ 17., Statement of Intent for Non -heated and A/C Buildings ............................................. �..,.,,.-O-18. Sanitation and site plan approval from the Environmental Health Department in _ i. ❑ 19. City of Chico Plumbing permit........................................................................ _ ❑ 20. California Department of Forestry plan approval ❑ paid. Sent by: ...................... ❑ 21. Planning approval for (A) Use: (B)Parking: (C) Parcel Check: _ ❑ 22. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... _ ❑ 23. NPDES Form............................................................................................. _ ❑ 24. Encroachment Permit for driveway from the Public Works Dept ................................. _ O 25. Pre -Inspection for required ................ _ ❑ 26. Contractor's license information. (Number, Name Style, Classification) ...................... _ ❑ 27. Worker's Compensation Carrier and Policy Number ............................................. _ © 28. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... _ 6 29. Letter of Signature authorization.................................................................... _ ❑ 30. Recorded copy of Agricultural Acknowledgment Statement .................................... _ ❑ 31. Manufactured home utility clearance .....................:............................. ...:...... _ ❑ 32. Existing violations and/or expired permits......................................................... _ ❑ 33. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 34. Other: When issued Telephone and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: Date: 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counte y Date: Plans reviewed by: Date: Plans approved by: Date: 1116 Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: ., . Yellow: Building Division BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District ( %( S —1-1) Building Department No. A.P. Number t��l� 1761 Jurisdiction: City County Property Owner Property Location/Addres Subdivision Residential Development KU9 Q No, Mobile Home Units Installation Commercial/Industrial Q Q New Addition Lot No. .................. _....... _.................................. :..._................................. Sq. Footage Addition/ 'Supplemental to (Group R) Conversion Permit # :.................................................................................................... *(No foundation Inspection)a Deed Restricted Sq. Footage IAtt+7ch"a signed copy 'of Deed Restriction and Notice of Limited Use Facility document) Sq. Foota'gi (Including Exterior Roofed Areas) District Identification No. (O OU 5 School District certifies that (Street Address) Date (Applicant) i3 -36 3 (Phone Number) !>hi ao �� 95 oaf (City) (State) (Zip Code) has complied with the requirements of Resolution No. 9:5 �- OO by payment of $ '7 3 3tlj .representing square feet. i n f 1 School District Representative Paid by Check # & Remarks: PA 2926 $ FULL MITIGATION $. f � � Date Notlw: You may protest the Impoaltlon of the fess kfendfled above by subs ting a written protest to the District. In compliance with Got- n i me Code Section 66020(a), w@Mn 90 days from the dab two are paid. Failure to subrnit a timely written protest wMproldblt you from challenging the Imposition of the few In any court action. K, subsequent to the School District Representative signing this Bulb County Schools Impact Fee Celtlllatlon Form, the School Dktbkt Is rothfled by the applicable Local Planning Agency that this prejeet Is being reviewed under On California Emlronmsntal Quality Act (CEGA), thls project may be subject to addHloral school fen to fully mltlpate. o Impact on the school dkiblctle schools. White (applicant), Yellow (building department), Pink (school district) fwform.x4 (10/03)dmm 4 (Z:� Ll / (,9 Li PLANNING DIVISION MITIGATION MEASURES: 1. ALL DEVELOPMENT OF BUILDING PADS AND OTHER SITE PREPARATION SHALL_ BE SUBJECT TO A BEST MANAGEMENT PLAN UTILIZING STANDARD ENGINEERING PRACTICES FOR EROSION CONTROL SUCH AS STRUCTURAL BARRIERS//DI VERSIONS, BIOLOGICAL_ METHODS INCLUDING MULCH PROTECTION AND HYDRO SEEDING, AND LIMITING EARTHWORK TO THE DRY SEASON (APRIL 15 TO NOVEMBER 15). THE PLAN SHALL BE SUBMITTED TO, AND APPROVED AY THE DEPARTMENT OF PUBLIC WOF?I<; AND THE PLANNING DIVISION PRIOR, TO THE ISSUANCE OF BUILDING PE -RMI r S. 2. THE REMOVAL OF VEGETATION SHALL BE LIMITED TO WHAT IS NECESSARY FOR rHE CREATION OF A HOME SITE, ACCFSSORY HUILD!NGS, AND FIRE SAFETY REGULA TION ; OR THAT I'ERKlI rTED BY AN Aprr?. 1'✓F-D TI!.iBFR HARVF. ST F`I_AfI 3. STRUCTURES, DUMPING, FILL_ MATERIAL AND EXCAVATION SHALL NOT BE ALLOWED WITHIN THE NO DISTURBANCE SETBACKS AS DEPICTED ON TIIC FINAL. MAP. THE NO DISTURBANCE SETBACK SHALL BE MEASURED FROM THE CENTERLINE OF THE CREEK AND SHALT_ NOT BE APPLICABLE TO WFI..LS DRI!_I FAD UNDEF= PFRHII FROM THE ENVIRONMENTAL HEALTH DEPARTMENT. 4. DEVFLOPMFNT OF THE PARCELS IS SUBJECT TO THE PAYMENT OF DEER HERD IMPACT FEES AT THE TIME OF BUILDING PERMITS IF SUCH' FEES HAVE BEEN ADOPTED BY THE BUTTE COUNTY BOARD OF SUPERVISORS. ALL FENCING SHALL BE ERECTED IN ACCORDANCE WITH THE CALIFORNIA DEPARTMENT OF FISH & GAME RF.OUIREK.4FNTS LIMITING THE NUMBER OF WIRE STRANDS TO FIVE. THE LO\IVFR STRAND SHALL BE. AT LEAST 16 INCHES ABOVE THE GROUND AND THE UPur-, STRAND SHALL BE NO HIGHER THAN 48 INCHES ABOVE THE GROUND. 5. UNLESS THE PARCELS' CAN BE CONNECTED TO A PRESSURI7.ED COMMUNITY WATER SYSTEM, ALL NEW HABITABLE BUILDINGS SHALL HAVE AN .AUTOMATIC SPRINKI_ER SYSTEM PER NATIONAL FIRE PROTECTION ASSOCIATION (NEPA 13D) STANDARD FOR SINGLE FAMILY DWELLINGS. 6. DURING DEVELOPMENT OF PARCELS, SHOULD ANY PREHISTORIC SITES, FEATURES, ARTIFACTS, OR HUMAN SKELETAL REMAINS BE DISCOVERED, ACTIVITY SHALL CEASE UNTIL A QUALIFIED, PROFESSIONAL ARCHAEOLOGIST HAS BEEN CONSULTED TO ASSESc; THE ARCHEOLOGICAL OR HISTORICAL SIGNIFICANCE. THE PLANNING DIVISION SHALL ALSO BE PROVIDED THE ARCHAEOLOGIST'S FINPIN',,S AND F'ROVIOF CI.FARANCF REF ORC WORK CAN CONTINI..)F. ADDITIONAL MAP SHEET THIS ADDITIONAL MAP SHEET IS FOR INFORMATIONAL PURPOSES ONLY co DESCRIBING CONDITIONS AS OF THE DATE OF FILING AND IS NOT INTENDED O N TO AFFECT RECORD TITLE INTEREST LAND DlE--ELOPIvI=ENT CON,DITION'S: 1. MEET THE REQUIREMENTS OF THE, BUTTEakCOUNTY FIRE DEPARTMENT. 2. PROPERTY OWNERS . ARE RESPONSIBLE FOR MAINTENANCE OF. STOP SIGN. HEALTH DEPARTM, -ENT C0,14DITI.ONS: 1. MEET THE REQU;RE►uEENTS OF THE COiHASSET. SPECIFIC PLAN. 2. PROVIDE EVIDENCE OF .WATER TO THE' BOUNDARY LINE MODIFICATION PARCELS PRIOR TO THE ISSUANCE OF B,UILDIN-,G PERMITS. 3. WELLS DRILLED, F0 THE, PURPOSE OF PROVIDING ,DRINKI G WATER MAY HAVE TO BE DRILLED AS DEEP AS. 700 FEET TO 1.000 FEET IN ORDER TO PR-OVIDE AN ADEQUATE AND RELIABLE SOURCE OF DOMESTIC WATER. PLANNING DIVI`SLON CONDITIONS: k. T:. -A DEVELOPMENT IMPACT FEE .FOR SHERIFF FACILITIES SHALL BE PAID, PURSUANT TO THE PROVIS ONS•. OF 'CHAPTER,- 3, ARTICLE 11 Of THE BUTTE COUNTY CODE, PRIOR TO ISSUANCE OF; BUILDIN=G PERMITS. SAID FEE � AMOUNT WILL BE DETER`MIN=ED AND— CALCULATED AS OF THE `DATE OF APPLICATION 'FOR THE- BUI'LDI'NG P'ERMITS'. 2. DEVELOPMENT OF THESE PARCELS SHALL . COMPLY WITH ;THE COHASSET SPECIFIC PLAN, WHICH. CAN BE OBTAINED AT THE PLANNING DPVISION. 3. DEVELOPMENT O,,F THESE PARCELS ' MAY - REQUIRE THE PAYMENT OF BUTTE COUNTY FIRE DEPARTMENT WATER TENDER FEES AND ALL NEW STRUCTURES. MUST MEET THE. FIRE SAFE -REGULATIONS 0'F BUTTE COUNTY AND PUBLIC RESOURCES CODE 42-90. , 12' WME STRP DEEDED .TO BUTTE COUNTY FOR, R j ROAD. PURPOSES PER R.S,N._3�I'dY , Development policies for the Cohasset Area Building Constraints < Development shall be encouraged in areas where slope is 15% or less. Proposed , development located within areas identified as subject to known erosion hazards shall submit drainage and erosion control plans prior to clearing or grading work. 1. SETBACKS: - * +All buildings shall not be located closer than,thirty (30) feet from the parcel line. 2. SPACING: - All buildings located on a single parcel shall not be closer than sixty (60) feet to another building., - (The resPonsible re agency, may'accePt a lowfre- hazard landscaPa•ng" as an ` alternative to the requirement of sixty (60) foot spacing between buildings. In no.event will the spacing between buildings be less than thinty�(30) feet.) • All dead brush, construction debris created by building or road construction shall be removed or disposed of prior to the final inspection and approval by the Building Division. t 3. ROOFING MATERIALS: Used in high fire hazard areas must meet Uniform Building Code Standard 32.7 Class B. i . Used in extreme -'fire hazard areas must meet Uniform Building Code Standard 32.7 Class A. Building roofmg•materials should be fire resistant. Untreated shake or wood shingles shall not be allowed. Tile roofs shall be fire stopped with concrete or equivalent resistive material to prevent entry of flame. or embers.. Spaces between rafters, the wall platefine and the underside of the roof sheeting shall be filled with.solid blocking: , 4... Low-pressure sprinkler systems are recommended in all dwellings served by . community water system's: - owTT�o _ Department -of Development Services ° ° Building Division o 0 7 County Center Drive o _ _Y-:�z" o • Oroville, CA 95965 CO-y (530) 538-7541 (530) 538-2140 FAX UN April 8, 2004 Patricia Roth ' 2147 Mansfield Ct. F Chico, CA 95928 Assessor Parcel Number' 056-170-059 Building Permit Number: 03-3642 Thank you for submitting the plans for your building project. The plans have been reviewed; and • the plan examiner's .comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. N X -STRUCTURAL COMMENTS: . Please provide an erosion control plan to -the Land Development Division of Public Works. You provided a SWPPP report, not an erosion control plan. ' STRUCTURAL COMMENTS: 1. Please have the truss company or the architect address note 5 on truss AE, notes 7 and 8 on Al, note 8 on A3, note 8 on Al, note 6 on B, and Bl, note 8 on CP, note 10 on DP, note 8 on D, note 10 on DIP, note 5 on FE, and any other such truss noie that I may have missed. If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Linda._ Philo will Answer, your structural questions. Please refer to your Data Sheet for remaining non -plan check items. (You received this form . when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. inda Simpson Philo Hunt, P.E. Plans Examiner Plan Check Engineer cc: Greg Peitz, Architect I of l January 9, 2004 Patricia Roth 2147 Mansfield Ct. Chico, CA 95928 Department of Development Services- Building ervicesBuilding Division 7 County- Center Drive. Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 056-170-059. Building Permit Number: 03-3642 Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and.clear response will expedite the re -check and approval of this project. NON-STRUCTURAL COMMENTS: r 1 Please provide an erosion control plan to the Land Development Division of Public Works. Your energy calculations show the house faces northeast. It faces northwest. Please revise. Please eliminate the dormer windows from the energy calculations. (Unless the dormer windows will provide light into the house) Your energy calculations show that the ,building does not comply. It must comply. Please revise the energy calculations and show the correct orientation, window areas, and compliance. STRUCTURAL COMMENTS: 6K Please provide a new truss layout showing roof framing over what was the stairway area and eliminate truss A3 if necessary. (Truss A3 might be eliminated)'' Provide verification from the truss company that the trusses will support the fire sprinkler loads. Qt, Have the truss company show truss C3 on the layout, or eliminate the truss from the package. /The plans call for a cut roof with a vaulted ceiling over the foyer. The truss company shows flat ceiling trusses over the foyer and front porch. Please coordinate the plans with the trusses. ' 5. Please provide a complete cross, section through the living room/foyer portion of the house, front to back. Show the dormers on this section also. 8� Show bearing points for all multi -ply trusses on the floor plan. -Provide the drag trusses specified on the roof framing plan. et,Please provide calculations for all headers that have point loads from,multi-ply trusses on t4em. 6)/.�Please provide calculations for the 4x*10 beam at the foyer that supports the ridge beam and the E1 trusses. - 1 of 2 Aj-lease provide calculations for the garage door header using the loading from the trusses (including floor loads). Or provide trusses that do not show a floor load on them. rovide verification from the truss company that the trusses over the foyer are adequate to support the dormer above. WI -Provide a beam size in the garage over the opening between the garage and the ounter/sink/refrigerator area. (Supports floor trusses) rovide calculations for 2x4 studs over 10 feet tall at vaulted areas, or provide 2x6 studs in *hhe areas. ovide calculations for the header that supports the ridge over the living room French doors. ov' e 3.125 x 10.5 24F -V4 glulam entry beam to support the ridge beams as 'specified on ge 13 of the structural calculations. ' rovide calculations for the -3:125 x 13.5 24F -V4 glulam shown on the roof framing plan , een the living room and the kitchen. r lease key eave detail to the plans. ' P easeprovideshear transfer?detail of the roof diaphragm connection to the gable ends and ey to the plans.: If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items,' ask for Linda. Philo will answer your structural questions. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.): The counter staff will -answer any questions concerning the ' Data Sheet. Linda Simpson Philo Hunt, P.E. , Plans Examiner Plan Check Engineer cc: Greg Peitz, Architect 2 of 2 r PLAN REVIEW RESPONSE FORM In order to expedite the review of your plans, please complete the following information and return this form with your re -submits, If this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a valid response to every item requested in our plan correction letter. "By others" is not considered a valid response.- please indicate your response to each item and the location where the information can be found on the planstcalcs. _ ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORIGINAL PLANS. OWNERS NAME __ ..... _..-_. DATE: _:: ..... :..:..._ . ASSESSORS PARCEL NUMBER PERMIT NUMBER 17 o d 5'9 03 3 6e l Z RESPONSE FOR �PLAN CH(E�CK LETTER DATED: ria 1 V �"' 1 PLAN CHECK REM # RESPONSE BY: -- - LOCATION ON PLANS/CALCS: COMMENTS: �- COMMENTS:N-C w Ca /C�� V i a .� A L�OP D/P Ig L Y v 2 S Joi "S /x"12 f 1 o�V< & �� TT' CJS +-4 q n zoo . 5 �-loia vCi � rta PLAN CHECK REM #RESPONSE RIESPONR BY: b.eari vt q Cst�D�tc; . J BY: LOCATION ON PLANS/CALCS: ST(ZVC- �- COMMENTS:N-C w Ca /C�� V i a .� A L�OP D/P Ig L Y v 2 S Joi "S /x"12 f 1 o�V< & �� TT' CJS +-4 q n zoo . 5 �-loia vCi � rta OKI i -v t A t /(ori -V% ID b'% ✓`SAT AI —— I A2 • QAC " -mow . _ r,. I_ - PLAN CHECK REM # •�p�1 "'fC a✓tii ivr5 J RIESPONR BY: b.eari vt q Cst�D�tc; . J LOCATION ON PLANS/CALCS: . COMMENTS:, PLAN CHECK ITEM # REESS^PO-NS E BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM IT RESPONSE BY:- LOCATION ON PLANS/CALCS: COMMENTS: 0 RESIDENTIAL PLAN REVIEW GUIDE c SINGLE' FAMILY, DUPLEXAND �+Du IN,�.� MLA ISCELNEOUS ONZY 01.vner. Building Permit Number: 00- �� T Plans Examiner: ,L/ac%i A. P. Number: 6 � f -k --1,0 0 62 GENE PL- L: Zoning requirements - (number of permitted living units). Plans signed by the designer. Proper description of work on the application. Existing violations on the property. Recorded notice of violation. 40' Building permit valuation. PLOT PLA`: Complete parcel size and dimensions. Setbacks, side vard, easements, etc. Other buildings or structures. Grading. fills andior drainage. Flood hazard. Special conditions on Parcel Map: Noise Q SRA ❑ Fire SprinklersWater=Tender Trak and Drainage fns [3Federal Aid Route and/or Federal Aid Secon Route setbackenc Buildin; or utilities across lot lines (Lot merger approval by Butte County Land Development) LOOR PLA`: r . Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). Escape or rescue windows shall have a minimum net clear openable area of 5.7 square feet The minimum net clear openable height dimension shall be 24". The minimum net clear openable width dimension shall be 20". When «indo« s are provided as a means of escape or rescue, they shall have a finished sill height not more than 44" above the acor (Uniform Building Code section 310.4). Skylights (Uniform Building Code section 2409 & 2603.7). _ Glaring in Hazardous locations (Uniform Building Code section 2406). Habitable space shall have a ailing height of not less than 7 feet 6 inches except as otherwise permitted in this secuo n. Kitchens. halls. bathrooms and toilet compartments may have a ailing height of not less thea 7 het measured to the lowestyroiection from the ailing (Uniform Building Code section 310.6.1). -� All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less thaw 7 het in any dimension (Uniform Building Code section 310.6.2 & 310.6.3). GFCI in baths. garage, kitchen. wet bar. and exterior receptacles (NEC 210). _ Water heaters %%hich depend on the combustion of fuel shall not be installed in a room used or designed to be used for sleeping purposes, bathroom. clothes closets or in a closet or other confined space opening ho a bath or bedroom (uniform Plumbing Code section 509.0). Fuel burnin, equipment shall not be installed is a closet, bathroom or a room readily usable as abedroomk or in a room. compartment or alcove opening directly into any of these (Uniform Mechanical Code sttedan30�-�. Garage fire%%all separation • required on garage side including supporting walls and posts (UnilbtatluildmS Code section 302.4 exception #3). Under no circumstances shall a private garage have any opening into a room used for sleeping purposes (Uniform Building Code section 312.0. Wood Zove locltian •Alcove - UbIC section 203 confined space & 223 unconfined space & 304.2). Smok.- detectors (Uniform Building Code section 310.9.1). Pagel of 2 •eWater closet clearances (Uniform Plumbing Code 408.5). �l -Shower compartment minimum 1024 sq. in & 30" circle (Uniform Plumbing Code 412.7). 'j3. -Bearing %malls shall be supported on masonry or concrete foundations that shall be of sufficient size to support RU loads (Uniform Building Code section 1806.3). UCTURAL DETAILS: 1. Braced %%-J1 panels shall start at not more than 8 feet from each end of a braced waU line. Braced wall panels must be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shaU not exceed 34 feet on anter in both the longitudinal and transverse directions (UBC section 2320.4.1_) Braid wall lines must be continuous throughout the suucmm. � . A California licensed architect or registered engineer must prepare a lateral analysis for the areas of the building L J that do not comply with the Uniform Building Code. This must include the designees "`wet" stamp, signattre, reesuation number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. Clerestory requiring balloon framing and/or engineering. Foundation plans complete enough to construct building (Uniform Building Code Table 18 -I -C). Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. f construction details complete enough to construct building. Fireplace construction details and calculations if necessary. ge door header size(s): . Porch header size(s). . 1j-pical header size(s). . Stud heights. High expansive soil - special foundation design required_ Retaining %'alis requiring design. C*T;= wallboard nailing inspection required. If the area belowthe lowest floor is fully enclosed, than a minimum of two openings are required with a total net area of at least one square inch for every square foot of arca enclosed with the bottom of the openings no more than one foot above grade. Ahernatively. certification may be provided by a registered professional engineer or architect that the design will allow equalization of hydrostatic flood forces on exlerior walls. Building must be designed and anchored to prevent floatation, collapse or lateral movement. Construction design requirements must be shown on the building plans. Electric, heating, ventilation plumbing and air conditioning equipment and other serice facilities shall be designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. MISCELLAN-OUS ITEMS: Stairway details - landings, rise and run head clearance, handrails (Uniform Building Code section 1003). Guardrails (Uniform Building Code section 509). Bride or stone veneer (Uniform Building Code section 1403). Exterior plaster- weep screeds (Uniform Building Code section 2506.5). - Roof pitch for roof covering (Uniform Building Code Table 15-B-1 & 2, 15-13-1 & 2). Foam insulation - protection. ITUM14ELDING 6" halls and stairways (Uniform Building Code section 1004.3.3.2). %v exits on three - story dwellings (Uniform Building Code section 1004.2.3.2). Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). Attic access and ventilation (Uniform Building Code section 1505). Sound requirements. nergy design compliance and supporting documentation.DF responsible area requirements. PERMIT REQUIREMENTS: 1. ❑ SRA. 2. ❑ Flood elevation cenificate. 3. ❑ Fin Sprin1Jers required. 4. ❑ Special Inspection requirements. 5. ❑ Use Permit conditions. 6. ❑ Sub -Standard Housing lever. Pace -- ')f 2 RESPONSE FOR,PLAN CHECK LETTER DATED:- 9 - O y PLAN CHECK ITEM # 51-3 /3 RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: /5 e 4 751 ? ms �c.v e Ct PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: Is � - COMMENTS: % It q ' ca ! e ,� ✓ Iruvv untGK ITEM # IRESPONSE BY: I LOCATION ON PLANS/CALCS: PLAN CHECK ITEM # Zm BY: LOCATION ON PLANS/CALCS: AftA-, PLAN REVIEW RESPONSE FORM In order to expedite the review of your plans, please complete the following information and return this form with your re -submittal. If this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a valid response to every item requested in our plan correction letter. "By others" is not considered a valid response.-- please indicate your response to each item and the location where the information can be found on the plaudcalcs. . ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORIGINAL PLANS. OWNERS NAME - - - - - - -- ..... _ ..-_. DATE::.: , .... :..:... _ . Pah• G �a-1.,, 3� z o. ASSESSORS PARCEL NUMBER PERMIT NUMBER ' RESPONSE FOR PLAN CHECK LETTER DATED: O PLAN CHECK ITEM # RESPONSE BY: -- - LOCATION ON PLANS/CALCS: COMMENTS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS:✓. Q r c-- aCo ' - PLAN CHECK ITEM # 1 RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: csp LOCATION ON PLANS/CALCS: COMMENTS: COMMENTS: PLAN CHECK ITEM # S Co_ RESPONSE BY:-`'_-••�°�7--' P• LOCATION ON PLANS/CALCS: COMMENTS: Oh , 41� �1 Subdivision Map/Parcel Map: ' Map Date of Recording: Lot: • Book: Page:6y ❑ Use Pernmit/Minor Use .Permit Permit Number: .- - , , Date of Approval: x Parcel Map/Subdivision MapIUS6 Permit Conditions Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations -of Butte County and P.R.C. 4290 • Automatic -fire'suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire•Department specifications, -serves the parcel. _. . ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to, 'meet the emission requirements of the CaliforniaClean'Air_ Act of. 1988, as amended. . ` F1Provide an erosion control plan for building and land disturbance.-, "The Erosion Control Plan prepared—by-a-;registered """civil-engin"eer-or-gther=-:qualified".professioriah-and-"be -- " submitted to and approved by the Department of Public.Works. - ❑ In lieu of .a .pressurized water system .or water storage tank, payment into the appropriate. Battalion Water. Tender -Fund may be required, ❑ Measures shall be taken toconrol fugitive dust emissions from all driveway'and other civil constructionassociated 'with residential development.. Approved dust' control measures are found in the •fugitive dust control `plan for the site approved by the Butte County Air Quality . Management District, a copy of which can be obtaine&from the.Butte County Department - - ' of Development Services, Building Division." ' ` ❑ `Engineered foundations are required. } ❑ .Class A roofs are required. 4 ❑ Property owners responsible for road maintenance, and stop sign maintenance. Page 4 of 5 Applicable Development Fees: l Standard Fees Amount Formula ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Drainage Area ❑ Thermalito Urban Area ❑ Other ----------------------------------------------- ---------------------------------------- Subdivision Map Special Fees IN Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By Deeds: Date of Creation: Legal Access Provided: Deed of Reference: El No 11 Yes Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments: . ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access El Obtain a Certificate of Compliance El Provide Deed of Creation ❑ Obtain a Merger . ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 H—)`I-9—) PLANNING DIVISION MITIGATION MEASURES: 1. ALL DEVELOPMENT OF BUILDING PADS AND OTHER SITE PREPARATION SHALL BE SUBJECT TO A BEST MANAGEMENT PLAN UTILIZING STANDARD ENGINEERING PRACTICES FOR EROSION CONTROL SUCH AS STRUCTURAL BARRIERSjDIVERSIONS, BIOLOGICAL_ METHODS INCLUDING MULCH PROTECTION AND HYDRO SEEDING, AND LIMITING EARTHWORK TO THE DRY SEASON (APRIL 15 TO NOVEMBER 15). THE PLAN SHALL BF SUBMITTED TO, AND APPROVED BY THE DEPARTMENT OF PUBLIC WORK AND THE PLANNING DIVISION PRIOR. TO THE ISSUANCE OF BUILDING PERMITS. 2. THE REMOVAL OF VEGETATION SHALL BE LIMITED TO WHAT IS NECESSARY FOR THE CREATION OF A HOME SITE, ACCESSORY BUILDINGS, AND FIRE SAFET), RECULATIOrdr OR THAT PERMITTED BY AN A.PPR0VFD TIMR[R FIAR%,' ;T PI -Al' -.1 3. STRUCTURES, DUMPING, FILL. MATERIAL AND EXCAVATION SHALL NOT 9E ALLOWED WITHIN THE NO DISTURBANCE SETBACKS AS DEPICTED ON THE FINAL. MAP. THE NO DISTURBANCF SETBACK SHALL BE MEASIIRED FROM THE CENTERLINE OF THE CREEK AND SHALL NOT BE APPLICABLE TO WFI..LS [)RI!_I FD UNDER PFFRmll FROM THE ENVIRONMENTAL HEALTH DEPARTMENT. 4. DEVFLOPMFNT OF THE PARCELS IS SUBJECT TO THE PAYMENT OF OFER HERD IMPACT FEES AT THE TIME OF BUILDING PERMITS IF SUCH FEES HAVE BEFN ADOPTED BY THE BUTTE COUNTY BOARD OF SUPERVISORS. ALL FENCING SHALL BE ERECTED IN ACCORDANCE WITH THE CALIFORNIA DEPARTMENT OF FISH & GAME RF.QUIREMFNTS LIMITING THE NUMBER OF WIRE STRANDS TO FIVE. T14L LOWFR STRAND SHALL BE. AT LEAST 16 INCHES ABOVE THE GROUND AND THE Urr- FR STRAND SHALL BE NO HIGHER THAN 48 INCHES ABOVE THE GROUND. 5. UNLESS THE PARCELS CAN BE CONNECTED TO A PRESSURI7ED COMMUNITY WATER SYSTEM, ALL NEW HABITABLE BUILDINGS SHALL HAVE AN .AUTOMATIC SPRINKI_E-R SYSTEM PER NATIONAL FIRE PROTECTION ASSOCIATION (NFPA 13D) STANDARD FOR SINGLE FAMILY DWELLINGS. 6. DURING DEVELOPMENT OF PARCELS, SHOULD ANY PREHISTORIC SITES, FEATURES, ARTIFACTS, OR HUMAN SKELETAL REMAINS BE DISCOVERED, ACTIVITY SHALL CEASE UNTIL A QUALIFIED, PROFESSIONAL ARCHAEOLOGIST HAS BEEN CONSULTED TO ASSFS`� THE ARCHEOLOGICAL OR HISTORICAL SIGNIFICANCE. THE PLANr4ING DIVISION SHALL ALSO BE PROVIDED THE ARCHAEOLOGIST'S FINrlr4(,S AND F'ROVIDF CI.FARArJCF AEf ORC WORK' CAN CONTINIJF. ADDITIONAL MAP SHEET THIS ADDITIONAL MAP SHEET IS FOR INFORMATIONAL PURPOSES ONLY co DESCRIBING CONDITIONS AS OF THE DATE OF FILING AND IS NOT INTENDED 0 TO AFFECT RECORD TITLE INTEREST. int . LAND DEVELOPMENT CONDIT11O°NS: 1. MEET THE REQUIREMENTS OF THE BUTTE COUNTY FIRE DEPARTMENT. 2. PROPERTY' OWNERS ARE RESPONSIBLE FOR MAINTENANCE OF STOP SIGN. HEALTH DEPARTMENT CONDITI0NS:' 1. MEET THE REQUIREMENTS I OF THE COHASSET SPECIFIC PLAN. PROV'ID,E EVIDENCE OF WATER TO THE B0UNDAIY UNE MOD-IFICATION PARCELS . PRIOR TO THE ISSUANCE OF BULDWG PERMITS. 3. WELLS DRILLED FOR- THE PURPOSE OF PROVIDING DRINKING WATER MAY HAVE TO BE DRILLED AS DEEP AS 700, FEET TO 1000 FEET IN ORDER T0- PROVIDE AN ADEQUATE AND RELIABLE SOURCE OF .D,O-MESTIC WATER. PLAN- N NG DlNiSiON CONDITfON`S:• ' 1 '. A DEVELOPMENT IMPACT FEE FOR SHERIFF FACILITIES SHALL BE PAID PURSUANT TO THE PROVISIONS Of. CHAPTER 3, ARTICLE II OF THE BUTTE COUNTY CODE, PRIOR TO ISSUANCE 'OF BUILDING PERMITS. SAID FEE AMOUNT WILL BE DETERMINED AND CALCULATED AS OF THE DATE OF APPLICATION FOR THE BUILDiNG PERMITS: 2. DlEVELOFMENT OF THESE PARCELS SHALL COMPLY WITH THE CGHASSET SPECIFIC PLAN, - WHICH CAN B=E..OUTAINED AT THE PLANNING DIVISION. 3. DEVELOPMENT, OF THESE PARCELS MAY 'REQUIRE THE PAYMENT OF BUTTE COUNTY FIRE, DEPARTMENT WATER . TENDER FEES AND ALL NEW STRUCTURES MUST MEET THE FIRE SAFE R'EGULAT10NIS OF BUTTE'COUNTY AND PUBLIC RESOO RC ES CODE , . 4290 . 1.2' WOE STRIP DEEDED TO OUTTE COUNTY FOR R / ,ROAD PURPOSES PER R.S.N. ` 134'_ Development policies for the Cohasset Area Building Constraints Development shall be encouraged in areas where slope is 15% or less. Proposed development located within areas identified as subject to, known I erosion hazards. shall submit drainage and erosion control plans prior to clearing or grading work. 1. SETBACKS: All buildings shall not be located closer than thirty, (30) feet from the parcel line. 2. SPACING: All buildings located on a single. parcel shall: not be closer than sixty (60) feet to another building. (The responsible fire agency may accept a low fire, hazard landscaping as an alternative to the requirement of sixty (60) foot spacing between buildings. In no event ` will the spacing between buildings be less than 'thirty (30) feet.) All dead brush, construction debris created by building or road construction shall be removed or disposed of prior to the final inspection and approval by the Building Division. 3.- ROOFING MATERIALS: Used in high fire hazard areas must meet Uniform Building .Code Standard 32.7 Class B. Used in extreme fire hazard areas :must meet Uniform Building Code Standard 32.7 Class A. Building roofing materials should be fire resistant. Untreated shake or wood shingles shall not be allowed. Tile roofs shall be fire stopped with concrete or equivalent resistive material to prevent entry of flame or embers. Spaces between rafters, the wall plate" line and the underside of the roof sheeting shall be filled with solid blocking. 4. Low-pressure sprinkler systems are recommended in all dwellings served by community water systems. _ ALL ITEMS CHECKED APPLY. TO THE PROPERTY Parcel Is In: n ; ® Snow Load Area: r7Land Conservation Act Minimum Acreage: ❑ 'Verify. residence can be built per contract ❑ Nitrate Action Plan' (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone-. (See attached standards' and requirements) Expansive Soils (Test for expansive soils and if verified proper foundation design required)' ` ❑ SRA - (CDF to determine specific requirements) . ❑ loo -Year -Flood Plain: - (Se`e attached) t • Flood Zone: w • Flood Panel No.: - r 'O 22S'L . Index Date: i �— 8 ❑ Sacramento River Reclamation District (Approval must be *obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) '❑ North Chico Specific Plan (See Developiiient Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements)" Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: �, l ❑ Use Permit ❑' Minor Use Permit E] Administrative Permit ❑ Minor Variance' El Variance - ❑ Detached Building Use Form ❑ Encroachment Permit— ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement r " Zoning: , I— h'� - — *j T • . ---- �� , / ' �.. � ------ -Applicable Building Setbacks: � � � 4� • ❑ Setbacks drawn on site Plan. ❑ CDF approval needed'for encroachments into.SRA setbacks. Page 2 of 5 ' Zoning Code Streets & Highways , Fire Prevention Subdivision Map Front. 6 C 4 Side 4 u Side Street Rear Height Waterway .N/A.. = • N/A , _ . , , : , N/A .._ ., • ❑ Setbacks drawn on site Plan. ❑ CDF approval needed'for encroachments into.SRA setbacks. Page 2 of 5 ' TO LARRY PAINTER ETURN TO CHICO. EH ( J SITE PLAN REVIEW APPLICATIOl 4 Date: //- a L/ U �3 AP# 0 S(a - / 7o -n Permit Number (if applicable) O3 - 3i_..)L1 2 Bin Number AA APPLICANT INFORMATION Parcel Size: wK � Owners Name: Owners Address: 21 +''�t'+tN�-G'� -i) GT - &H i CO LA �SQi 2Pj Telephone No.: 8 9 3 - _�) 9*�) C) Situs Address: �. v �i ti �d Proposed Use: Re "dential New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family ❑ Single Family Remodel ----------------Non=resid-ential----------------- ---- ------ ---- — ❑ New Commercial ❑ Commercial Addition ❑ Commercial Remodel ❑ New Industrial ❑ Industrial Addition ❑ Industrial Remodel Other 11 Septic ❑ Agricultural Exempt Building ❑ Other: Xell ❑ Agricultural Buffer Form ❑ Applicable ® N/A Brief Explanation (if necessary): 0?, -0-2101V N G se j6S 1) DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) ❑ Approved Conditionally Approved ❑ Resolve Problems Prior to Approval ❑ Site Plan Stamped Approved By Date )� 1 Page 1 of 5 3 _ ^ f ` .. S0. 419.00' 48fi.04' BEACH' RfE �• N� AR� D/S p , O oo , N' ESE N N LO':�o 0 r p - `n �� j�C y � Y• N N �: PAR 3 - , f v 1 m 4.• �o \ o .5. 03 ACS f LLJ f / PAR : 2 50�, ;y ' ` I' 5.02 ACSt o UNSUITABLE ._. To ;N \SETNAGE`. N o ' 20' B.S. B.S L o S $9'32.'.10'.' E cn to — _.— _ — �DISPOSAL '50'9:57' o ATEA B.S.L. o B. & BRENDA L. PAR 4,,.- . W. & KATHY•, H fu o' 0 5.02 ACSt' � ; D2 ACS± Go G: C14 3 ' fi47.50'. ' , � 532.04' ,�. _ ' _ 1 F • STORM WATER POLLUTION PREVENTION PLAN Bum, FOR: COUNTY JAN 0 8.2004 BUILDING PERMIT I)EE VICES SERVICES APN 056-170-059 kevih py OWNER: (ICHAEL & PATRICIA ROTH - - _ - - 2147 Mansfield Court Chico, California 95928 CONTRACTOR'S STORM WATER POLLUTION PREVENTION MANAGER: Kevin Pierce Kevin Pierce Construction Phone - 530.895.1113 SWPPP PREPARED BY: GILBERT ENGINEERING - Wes Gilbert - Principal CU. Phone - 530.899.9503 70 Declaration Drive, Suite 101 - Chico, California 95973, J SWPPP PREPARATION DATE: January 6, 2004 ESTIMATED PROJECT DATES: Start of Construction -December 15, 2004 Completion of Construction - August 15, 2004 r • I. PROJECT INFORMATION Project Name: BUII;DINGPERMIT — APN 056-170-059 Project Location:- EAST END OF VINCENT LANE, COHASSET Project Owner:. MICHAEL & PATRICIA ROTH Contact Person: KEVIN PIERCE , Owner's Mailing Address: ' 2147 MANSFIELD COURT CHICO, CA 95928 4 The construction consists of the following features that pertain to the storm and surface water elements: , ➢ Clearing and grubbing of approximately 0.90 acres +/- for a -single-family home, leach field, septic tank and driveway construction. ➢ Supply, placement, and' compaction of approximately 360 tons of base rock aggregates as structural section,for driveway. ➢ Supply, placement, and compaction of approximately 125 tons of asphaltic concrete pavement for driveway. ➢ Installation of underground utilities, well; leach field and septic tank. II. SECTION A - STORM WATER,POLLUTION PREVENTION PLAN (SWPPP) A. Source Identification 1.. Enclosed herewith is a drainage basin map that shows the project location and its relation to the existing drainage basin. 2. General Descriptions: ➢ There are no existing site features that are known to contribute pollutants to stone water. s ➢ No toxic materials are to be treated, stored, disposed or spilled on the k construction site. All fueling of construction vehicles will be done from a fueling and lubrication truck on the construction site.' ' No fuel tanks will ; be placed on site. ➢ All equipment will be stored in an area clear of any storm water drainage systems... Page 1 of 7 A ➢ Other construction materials which are to :be utilized on site and how they will be handled is as follows: * Timber formwork:: Will be protected from, storm waters until constructed as formwork: When construction is completed the formwork will be removed from the site for disposal or re -use. * Timber roof trusses: Will be fabricated off-site, brought to the site and erected immediately. No on-site storage is anticipated for these trusses. * Concrete: All concrete will be mixed off-site, brought to the site by truck, and placed directly into the formwork. No on-site storage of cement, aggregate, sand, etc., utilized to • make concrete, is anticipated for this project. Left over concrete debris shall be allowed to set and will be disposed of with solid waste materials as described herein. Washing of concrete trucks will not be allowed onsite. *, Masonry: All masonry block will be stored on-site as required. This block will be protected by vinyl sheets from storm water until constructed in place. The grouting for masonry will be mixed on- site; however, this procedure will be in containers with a negligible amount of residue disposed of on-site. * Structural and -miscellaneous steel: It will be the basic approach to erect all structural and miscellaneous steel as it arrives on-site with a minimum of on -,site storage. The steel itself will not contain any . components which could pollute the storm water system. } * Wood siding: All siding be brought to the site and erected immediately. However,' if on-site storage is required, a storage area will be prepared within the staging area, which allows for -proper drainage of storm waters, to the storm water collection system. * Asphalt: All asphalt will be mixed off-site, brought to the site by truck and placed directly onto the roadway. * Sand and Gravel: All sand and gravel will be protected from storm waters until it is used. It will be stockpiled' in areas (such as staging area) that are outside of the storm drainage system'and will be encompassed using straw wattles or silt fences. T i Page 2 of 7 t ... Temporary "construction" roads will riot be utilized. In' this way, construction access, materials receiving, and storage areas will be limited to the areas on-site which are properly drained and which do not interfere with the proposed and existing site drainage. ➢ Solid wastes shall be loaded directly into trucks for off-site disposal. Hazardous wastes shall be store&in watertight shipping containers,. clearly marked, and segregated in an area away from nori-waste materials. See BMP's within Attachment "A" of these documents. ➢ Contractor .shall provide portable toilets that will be located and maintained in an area away from concentrated water and traffic flow paths for the duration of the project. Weekly maintenance will be provided. ' 3. Pollutants ➢ Due to the nature of excavations required for the construction of this project, no pollutants are expected to be present in any storm water discharges (other than sediment). . t 4. Site ➢ The project is located on 5.00 acres +/-. The site consists of gently sloping terrain with native vegetation (short grasses) and trees. consistent with ,area. It is estimated that before construction, the existing site hada run-off coefficient of approximately 0.55. ➢ After construction is completed, it is estimated that the site will have a runoff coefficient of approximately 0.56. Final impervious area including building roofs and paved surfaces will encompass 0.30 acres or 6% of the site' f 5. Preliminary Construction Activity Schedule: ➢ Clearing and Demolition —1/15/04 to 1/31/04 ➢ Rough Grading — 2/1/04 to 2/5/04 ➢ Septic Tank/Leach Line Installation — 5/1/04 to 5/31/04 ➢ Utility Installation — 4/1/04 to 4/30/04 Pour Building Foundation/Slab —2/15/04 to 2/29/04 ➢ Building Construction — 3/1/04 to 6/30/04 , ➢ Place Base Rock and Paving - 7/1/04 to 7/15/04 ➢ Install Landscaping = 7/15/04 to 8/15/04 . Page 3 of 7 11 'B. Erosion and Sediment Control The following erosion and sediment controls shall be installed in advance of predicted rainfall events and shall be maintained in place during the period between October 151h h and April 15`. each year until the building construction has been completed and the landscaping has germinated arid. is established: 1. Slope and Soil Stabilization: Fill and cut slopes shall be maintained at slope of 6:1 or , flatter during construction. Final grading shall conform to the grades and slopes specified on the construction drawings and shall be compacted immediately after construction. Loose material along .the slopes shall be removed and placed in non -cut or fill "areas as, directed by, the Owner. During the period between October 15 and April 15, all sloped areas and areas where land clearing has been performed, shall be stabilized using a hand broadcast layer of loose straw or a - grass seed mixture, or by hydroseeding. 2. Perimeter Protection: Prior to construction, -straw wattles; fiber rolls or silt fencing barriers are to be installed around the perimeter of all areas that will be disturbed on the site to minimize sediment from leaving project site. Careful attention shall be -practiced to minimize sediments from running off the•project site, onto adjacent public roads, and properties. All disturbed areas are to be protected with sand bags or straw wattles. 3. Stabilized Construction Entrance: A stabilized construction entrance shall be constructed at the ingress and egress point from the project site. It will be constructed of a filter cloth barrier under a gravel pad and will be placed over soil; up to the paved area. This construction entrance will aid in minimizing. mud and Y sediment from leaving the site: C. List of Contractors/Subcontractors The contractor responsible for the on-site construction will be as follows: 1. General contractor: Kevin Pierce Construction Phone — 530.895.1113 III. SECTION B - MONITORING PROGRAM AND REPORTING REQUIREMENTS A. General t Kevin: Pierce, the General Contractor, will be responsible for carrying out the SWPPP. i . i Page 4 of 7 Contact Information: Kevin Pierce, Kevin Pierce Construction P. O. Box 7468 Chico, California'95927 (530) 895-1113 - phone (530) 892-9161 - fax r B. Monitoring & Reporting Program 1. The General Contractor will, monitor and manage all phases of the construction. Therefore, in the. everyday construction operations, the General Contractor will be responsible for monitoring, all phases of the SWPPP. They will monitor before and after storm events, monitor the erosion control procedures outlined on the drawings and, in general, verify that no pollutants are entering the storm water system. The construction management staff will be trained to monitor the SWPPP, and also to make certain that the contractor(s) are fully aware of the program prior to the start of any construction. Training shall be both formal and informal and shall occur on an ongoing basis. 2. The contractor or qualified person in charge of overseeing BMPs shall have a copy of the SWPPP and _will have the documents onsite at all times and during all construction activities. 3. Construction site inspections should be conducted before an anticipated storm, during an extended event, and following the actual storm to identify areas contributing to a discharge of storm water associated with a construction activity. 4. For each required inspection, the discharger at a minimum, shall complete a checklist that includes the following information: - ➢ Inspection date. ➢ Best estimate of beginning, amount, duration of last storm event, including time elapsed. ➢ Description of inadequate BMPs. ' ➢ If it is possible to safely access during inclement weather, list observations of all BMPs: erosion controls, sediment controls, chemical and waste controls, and non -storm -water controls. Otherwise, list result of visual inspection at relevant outfall, discharge point, or downstream location and , projected required maintenance activities. ➢ Lists corrective actions required, including any changes to SWPPP necessary and implementation dates. ➢ Inspectors name, title, and signature. The checklist shall be prepared. using the inspection checklist form provided by the SWRCB or RWQCB, or on other forms with equivalent information. Page 5 of 7 C. Records and Certificates ` The Owner, or qualified ,personnel will 'be responsible for, keeping records of all. inspections, corrections required, follow-up actions, and verifying that the contractor is . utilizing the best management practices. They must annually certify (by July 1St of each year), that the project is in compliance. 1 • j. ` Page r6 of 7 Certification "I certify under penalty of law that this document and all attachments were prepared. under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system or those persons directly responsible for gathering the information, the information submitted is to the best of knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations." Name Title Signature ' Date 4 This SWPPP was prepared by: Weble✓ GAe r -f- in e-er' , Name Title" Signator Date egoFESSIO E. x No. 31689 M EXP. 1231/04 j CIVSL 1g y Op CALM r n k f Page 7 of 7 a Wat.er.:Conservation' Practices NS -1 Description and Purpose Water conservation practices are activities that use water during the construction of a project in a manner that avoids causing erosion and the transport of pollutants offsite. These practices can reduce or eliminate non-stormwater discharges. Suitable Applications Water conservation practices are suitable for all construction sites where water is used, including piped water, metered water, trucked water, and water from a reservoir. Limitations ■ None identified. Objectives EC Erosion Control ✓. SE Sediment Control ✓ TC Tracking Control WE Wind Erosion Control NS Non-Stormwater Management Control WM Waste Management and. Materials Pollution. Control Legend: ✓ Primary Objective ✓ Secondary Objective Targeted Constituents Sediment ✓ Nutrients Trash Metals Bacteria Oil and Grease Organics Potential Alternatives None Implementation ■ Keep water equipment in good working condition. ■ Stabilize water truck filling area: ■ Repair water leaks promptly. ■ Washing of vehicles and equipment on theconstruction'site is discouraged. ■ Avoid using water to clean construction areas. If water must be used for cleaning or surface preparation, surface should be swept and vacuumed first to remove dirt. This will minimize amount of water required. A S Q-A Callfornia Stormwater Quality Association , January 2003 California Stormwater BMP Handbook 1 of 2 Construction www.cabmphandbooks.com NS-1 Water conservation. Practices ■ Direct construction water runoff to areas where it can soak into the ground or be collected and reused. ■ Authorized rion-stormwater discharges to*. the storm drain system, channels, or. receiving waters are acceptable with the implementation of appropriate BMPs. ■ Lock water tank valves to prevent unauthorized use.. Costs The cost is small to none compared to the benefits of conserving water. Inspection and Maintenance ■ Inspect and verify that activity based BMPs are in place prior to the commencement of authorized non-stormwater discharges. - ■ Inspect BMPs subject to'non-stormwater discharges daily while non-stormwater discharges are occuring. ■ , Repair water equipment as needed to prevent unintended discharges. - Water trucks Water reservoirs (water buffalos) Irrigation systems Hydrant connections References Stormwater Quality Handbooks - Construction Site Best Management Practices (BMPs) Manual, State of California Department of Transportation (Caltrans), November 2000. , 2 of 2 California Stormwater BMP Handbook 3anuary.2003 Construction www.cabmphandbooks.com ' /k* u � ..5• ;T � F f: } . s�iA , r L u Y Y a *• , Nw t+ ,7• ,+ • � ! � +' ' •'. �. •v � Y y.y ' a �t t �+vT * �.. x to t: 1 . � f Via.' � : " '�¢ • _ � i - � � �,' ''a • � • v' �1'cS.4�,�ta � „` ,R' ;*0, xc v. a i � p �1• ,� . t � , ti Paving: an Gr�ndin`gOperat•i:oris.NS-3 t pS .. t. '", • s Objectives : ,_ ,• r , �f F� EC ' Erosion Control t 4 - u f =A SE ti -Sediment Control , 'TrackingCoritrol' 'WE ' Wind Erosioni Control' t }, 'Non-Stormwater x T t F ^ SNS , Management Control 'e WNI Waste Management and 1 Materials Pollution Control A Legend:'" 3 ' ✓• -Primary Objective ✓ Secondary Objective r.' '_ 12 1111 �111,1 .++, ' 4 w --•,z ((ch 'k' `, r+ _�,, 1 `. 77.7 ns+-.s..,k "•� » mkA; ..e..t,`#.s,wa�.,..,... J,rw w.n"r' ,-1�.. ' t. w. _ M _ Targeted , J' r• Y� � ,{ ► r � r ' Constituents •] Description and Purpose " ` # z Sediment.",', Prevent or reduce the discharge of pollutants from ' avin ' 1 v - $: �p g,��' Nutrients # J operations;.using measures to prevent runon and runoff osing of w ` Trash ' pollution, ro erl dis ` , P .. � P p , y p antes, and framing employees and subcontractors _ i<•; Metals , '. , k Bacteria " F , Suitable A , lice r * pp tions �., v •# t F, ,�4 9 ; -Oil and •Grease y ,✓ # $ Tliese`procedures aie implemented where paving, surfacing, , n} F� Organics `.resurfacing, or sawcutting, may.pollute; stormwater, ru doff of j. '• �- } , ; , * {` .. discharge to th"e storm "drain system or watercourses 1 '• ` �. ► Potential Alternatives ., Limitations ` None Finer:solids "are not effectively removed by filtiatian f I y .+ F, s stems , • i' ., ?'! ■ Paving opportunities maybe limited during wet weather.' >' ,'� 1 _ 4 t . ° ►. ' t � •'tom � Implementation.. - f�-� ,,; ` ' _t •,.,f o.� ;` r ,• + ,' General ' , F Avoid paving during the wet season when feasible. ■ Reschedule r e paving and grinding activities if rain is in the forecast: +. ,n• , ;, 1irJ T y 'ar, �`' a zt. • ;i S`r s }f x y u ■: Train employees and sub-c'ntractors in pollution prevention and reduction. ilk t.. . ■ Store materials away from drainage courses to present' �1 "- s ' + 'storrriwater runon see. California s ti . R ( WM=i, Material Delivery and Storage): , r f. ,t •,�7 `R?+ �,� . >� ' ` ,3 Stormwater s#sT ., }.i. r " Y..�. ' `_. •'"k,.• { - �SfY'Y99 .. v���M•,., r`- +,�.�...�_ Quality f ` -.- �i r• i., iP;.� ;7�',� p } ` , :y' .Association i �r,r •, January 2003 ` 4. ,. %,California Stormwater.BMF Handbook' Sof 4 Construction us'`" =F www.cabmphandb0'6i6 com fj IT +fie s., "a . .y•� , , •,� a� 3 y .'a et r ,:•-,t ,+; l ,g." ! r r Y .'1 ti.x •`` .. Ge''•:1.! , `I NS -3 Paving and Grinding Operations ■ . Protect drainage courses, particularly in areas with a grade, by employing BMPs to divert, runoff or to trap and filter sediment. ■ If paving involves an onsite mixing plant, follow the stormwater permitting requirements for industrial activities. ■ Stockpile material removed from roadways away from drain inlets, drainage ditches, and watercourses, These materials should be stored "consistent with WM-3, Stockpile Management. ■ Disposal of PCC and AC waste should be in conformance with WM-8, Concrete Waste Management. . Saw Cutting, Grinding, and Pavement Removal ■ Shovel orvacuum saw -cut slurry and remove from site. Cover or barricade storm drains during saw cutting to contain slurry. ■ When paving involves AC, the following steps should be implemented to prevent the discharge of grinding residue, uncompacted or loose AC, tack coats, equipment cleaners, or unrelated paving materials: AC grindings,.pieces,'or chunks used in embankments or shoulder backing. must not be allowed to enter any storm drains or watercourses. Install silt fence until structure is.. stabilized or permanent controls are in place. Examples of temporary perimeter controls can be found in EC -9, Earth Dikes and Drainage Swales; SE -i, Silt Fence; or SE -5, Fiber Rolls. Collect and remove all broken asphalt and recycle when practical. Old or spilled asphalt must be recycled or disposed. Any AC chunks and pieces used in embankments must be placed above the'water table and covered by at least 1 ft of material. ■ Do not allow saw -cut slurry to enter storm drains or watercourses. Residue from grinding operations should be picked up by means of a vacuum attachment to the grinding machine, should not be allowed to flow across the pavement, and should not be left on the surface of the pavement. See also WM-8, Concrete Waste Management, and WM-io, Liquid Waste Management. ■ Dig out activities should not be conducted in the rain. ■ Collect dig out material by mechanical or manual methods. This material may be recycled . for use as shoulder backing or base material. ■ If dig out material cannot be recycled, transport the material back to an approvedstorage site. Asphaltic Concrete Paving ■ If paving involves asphaltic cement concrete; follow these, steps: 2 of 4 California Stormwater BMP Handbook January 2003 Construction www.cabmphandbooks.com ,f . Paving. and Grinding Operations NS -3 - Do not allow sand or gravel placed over new asphalt to wash into storm drains, streets, or creeks. Vacuum or sweep loose sand and gravel and properly dispose of this waste by referring to WM-5, Solid. Waste Management. - Old asphalt must be disposed of properly. Collect and remove all broken asphalt from the site and recycle whenever possible. Portland Cement Concrete Paving Do not wash sweepings from exposed aggregate concrete into a storm drain system. Collect and return to aggregate base stockpile or dispose of properly. ■ Allow aggregate rinse to settle. Then, either allow rinse water to dry in a temporary pit as described in WM-8, Concrete Waste Management, or pump the water to the sanitary sewer if allowed by the .local wastewater authority._ Sealing Operations ■ During chip seal application and sweeping operations, petroleum or petroleum covered aggregate must not be allowed to enter any storm drain or. water courses. Apply temporary perimeter controls until structure is stabilized. ■ Drainage inlet structures and manholes should be covered with filter fabric during application of seal coat, tack coat, slurry seal, and fog seal. ■ Seal coat, tack coat, slurry seal, or fog seal should not be applied if rainfall is predicted to occur during the application or curing period. Paving Equipment ■ Leaks and spills from paving equipment can contain toxic levels of heavy metals and oil and. grease. Place drip pans or absorbent materials under paving equipment when not in use. Clean up spills with absorbent materials rather than burying. See NS-io, Vehicle and Equipment Maintenance, WM-4, Spill Prevention and Control, and WM-ro, Liquid Waste Management. ■ Substances used to coat asphalt transport trucks, and. asphalt spreading equipment should not contain soap and should be non -foaming and non-toxic. ■ Use only non-toxic substances to coat asphalt transport trucks and asphalt spreading equipment. ■ Paving equipment parked onsite should be parked over plastic to prevent soil contamination. ■ Clean asphalt coated equipment offsite whenever possible. When cleaning dry, hardened asphalt from equipment, manage hardened asphalt debris as described in WM-5, Solid Waste Management. Any cleaning onsite. should follow NS -8, Vehicle and Equipment Cleaning. January 2003 California Stormwater BMP Handbook 3 of 4 Construction www.cabmphandbooks.com NS -3 _ .Paving and Grinding Operations Thermoplastic Striping ■ Thermoplastic striper and pre -heater equipment shutoff valves should be inspected to ensure that they are working properly to prevent leaking thermoplastic from entering drain inlets, the stormwater drainage system, or watercourses. ■ Pre -heaters should be filled carefully to prevent splashing or spilling of hot thermoplastic. Leave six inches of space at the top of the pre -heater container when filling thermoplastic to allow room for material to move when the vehicle is deadheaded: ■ Do not pre -heat, transfer, or load thermoplastic near drain inlets or watercourses. ■ Clean truck beds daily of loose debris and melted thermoplastic.. When possible, recycle thermoplastic material. Raised/Recessed Pavement Marker Application and Removal ■ Do not transfer or load bituminous material near drain inlets, the stormwater. drainage system, or watercourses. ■ Melting tanks should be loaded with care and not filled to beyond six inches from the top to leave room for splashing when vehicle is deadheaded. ■ When servicing or filling melting tanks, ensure all pressure is released before removing lids to avoid spills. ■ On large-scale projects, use mechanical or manual methods to collect excess bituminous 3 material from the roadway after removal of markers. Costs ■ All of the above are low cost measures. Inspection and Maintenance ■ Inspect and verify that activity -based BMPs are in place prior to the commencement of associated activities. While activities associated with the BMP are under way; inspect weekly during the rainy season and at two-week intervals in the non -rainy season to verify continued BMP implementation. ■ Keep ample supplies of drip -pans or absorbent materials onsite. ■ Inspect and maintain machinery regularly to minimize leaks and drips. References Blueprint for a Clean Bay: Best Management Practices to Prevent Stormwater Pollution from Construction Related Activities; Santa Clara Valley Nonpoint Source Pollution Control Program, 1995 Hot Mix Asphalt -Paving Handbook AC 150/5370-14, Appendix I, U.S. Army -Corps of Engineers,. July 1991. Stormwater Quality Handbooks - Construction Site Best Management Practices (BMPs) Manual, State of California Department of Transportation (Caltrans), November. 2000. 4 of 4 California Stormwater BMP Handbook January 2003 Construction www.cabmphandbooks.com Siit : Fence ' SE-1 Objectives EC Erosion Control - SE Sediment Control ri TC Tracking Control j WE "Wind Erosion Control - k Non-Stormwater NS �y w Management Control Waste Management andWM . ........��_'' Z Materials Pollution.Control --.� �A< Legend: *w Primary. Objective V. Secondary Objective Description and Purpose.Sediment_ Targeted. Constituents AA silt fence is made of a filter fabric that has been entrenched, attached to supporting poles, and sometimes backed by a Nutrients plastic or wire mesh for support. The'silt fence detains Trash sediment-laden water,-promoting sedimentation behind the Metals , fence. Bacteria Suitable Applications Oil and. Grease _ Silt fences are suitable for perimeter control, placed below areas Organics where sheet flows discharge from. the site. They should, also be used as interior controls below disturbed areas where runoff Potential- Alternatives may occur in the form of sheet and rill erosion. Silt fences are, SE-5 Fiber Rolls generally ineffective-in locations where the flow is concentrated ,and are only applicable for sheet.or overland flows. ;Silt fences SE-6 Gravel Bag Berm are most effective when used in combination with erosion SE-8 Sandbag Barrier' controls. Suitable applications include:. SE-9 Straw Bale-Barrier . ■ Along the perimeter of a project.' • Below the toe or downslope of exposedand erodible slopes. ■ Along streams and channels. ' ■ Around temporary spoil areas and `stockpiles.' ■ . Below other small cleared areas. Limitations Q_ • Do not use in streams, channels, drain inlets, or anywhere flow' . California is concentrated. stormwater Quality Association January 2003 • . California Stormwater•BMP Handbook 1 6f'8 .' Construction `www<cabmphandbooks.com SE -1 Silt Fence ■ Do not use in locations where ponded water may cause flooding. ■ Do not place fence on a slope, or across any contour line. If not installed at the same elevation throughout, silt fences will create erosion. ■ Filter fences will create a temporary sedimentation pond on the upstream side of the fence and may cause temporary flooding. Fences not constructed on a level contour will be overtopped by concentrated flow resulting in failure of the filter fence. ■ Improperly installed fences are subject to failure from undercutting, overlapping, or collapsing. - Not effective unless trenched and keyed in. Not intended for use as mid -slope protection on slopes greater than 4:1(H:V). - Do not allow water depth to exceed 1.5 ft at any point. Implementation General A silt fence is a temporary sediment barrier consisting of filter fabric stretched across and - attached to supporting posts, entrenched, and, depending upon the strength of fabric used, supported with plastic or wire mesh fence. Silt fences trap sediment by intercepting and detaining small amounts of sediment -laden runoff from disturbed areas in order to promote sedimentation behind the fence. Silt fences -are preferable to straw bale barriers in many cases. Laboratory work at the Virginia Highway and Transportation Research Council has shown that silt fences can trap a much higher percentage of suspended sediments than can straw bales. While the failure rate of silt fences is lower. than that of straw bale barriers, there are many instances where silt fences have been improperly installed. The following layout and installation guidance can improve performance and should be followed: ■ Use principally in areas where sheet flow occurs. ■ Don't use in streams, channels, or anywhere flow is concentrated. Don't use silt fences to divert flow. ■ Don't use below slopes subject to creep, slumping, or landslides. ■ Select filter fabric that retains 85% of soil by weight, based on sieve analysis, but that is not finer than an equivalent opening size of 70. ■ Install along a level contour, so water does not pond more than 1.5 ft at any point along the silt fence. ■ The maximum length of slope draining to any point along the silt fence should be 200 ft or less. ■ The maximum slope perpendicular to the fence line should be 1:1. 2 of 8 California Stormwater BMP Handbook January 2003 Construction www.cabmphandbooks.com Silt Fence SE -1 ■ Provide sufficient room for runoff to pond behind the'fence and to allow sediment removal equipment to pass between the silt fence and toes of slopes or other obstructions. About 1200 ft2 of ponding area should be provided"for every acre draining to the fence. ■ Turn the ends of the filter fence uphill to prevent stormwater from flowing around the fence. ■ Leave an undisturbed or stabilized area immediately down slope from the fence where feasible. ■ Silt fences should remain in place until the disturbed area is permanently stabilized. Design and Layout Selection of a filter fabric is based on soil conditions at the construction site (which affect the equivalent opening size (EOS) fabric specification) and characteristics of the support fence (which affect the choice of tensile strength). The designer should specify a filter fabric that retains the soil found on the construction site yet that it has openings large enough to permit drainage and prevent clogging. The following criteria is recommended for selection of the equivalent opening size: 1. If 5o percent or less of the soil, by weight, will pass the U.S: Standard Sieve No. Zoo, select the EOS to retain.85 % of the soil. The EOS should not be finer than EOS 70. 2. For all other soil types, the EOS should be no larger than the openings in the U.S. Standard Sieve No. 7o except where direct discharge to a stream, lake, or wetland will occur, then the EOS should be no larger than Standard Sieve No. ioo. To reduce the chance of clogging, it is preferable to specify a fabric with openings as large as allowed by the criteria. No fabric should be specified with an EOS smaller than U.S. Standard Sieve No. ioo. If 85% or more of a soil, by weight, passes through the openings in a No. 200 sieve, filter fabric should not be used. Most of the particles in such a soil would not be retained if the EOS was too large and they would clog the fabric quickly if the EOS were small enough to capture the soil. The fence should be supported by a plastic or wire mesh if the fabric selected does not have sufficient strength and bursting strength characteristics for the planned application (as recommended by the fabric manufacturer). Filter fabric material should contain ultraviolet inhibitors and stabilizers to provide a minimum of six months of expected usable construction life at a temperature range of o T to 120 °F. ■ Layout in accordance with attached figures ■ For slopes steeper than 2:1 (H:V) and that contain a high number of rocks or large dirt clods that tend to dislodge, it may be necessary to install additional protection immediately adjacent to the bottom of the slope, prior to installing silt fence. Additional protection may be a chain link fence or a cable fence. ■ For slopes adjacent to sensitive receiving waters or Environmentally Sensitive Areas (ESAs), silt fence should be used in conjunction with erosion control BMPs. January 2003 California Stormwater BMP Handbook3 of -8 Construction www.cabtnphandbooks.com SE -1 Silt Fence Materials ■ Silt fence fabric should be woven polypropylene with a minimum width of 36 in. and a minimum tensile strength of loo lb force. The fabric should conform to the requirements in ASTM designation D4632 and should have an integral reinforcement layer. The reinforcement layer should be a polypropylene, or equivalent, -net provided by the manufacturer. The permittivity of the fabric should be between o.1 sec -1 and o.15 sec -1 in conformance with the requirements in ASTM designation D4491• ■ Wood stakes should be commercial quality lumber of the size and shape shown on the plans. Each stake should be free from decay, splits or cracks longer than the thickness of the stake or other defects that would weaken the stakes and cause the stakes to be structurally unsuitable. ■ Staples used to fasten the fence fabric to the stakes should be not less than 1.75 in. long and should be fabricated from 15 gauge or heavier wire. The wire used to fasten the tops of the stakes together when joining two sections of fence should be 9- gauge or heavier wire. Galvanizing of the fastening wire will not be required. ■ There are new products -that may use prefabricated plastic -holders for the silt fence and use bar reinforcement instead of wood stakes. If bar reinforcement is used in lieu of wood stakes, use number four or greater bar. Provide end protection for any exposed bar reinforcement. Installation Guidelines Silt fences are to be constructed on a level contour. Sufficient area should exist behind the fence for ponding to occur without flooding or overtopping the fence. ■ A trench should be excavated approximately 6 in. wide and 6 in. deep along the line the proposed silt fence. ■ Bottom of the silt fence should be keyed -in a minimum of 12 in. ■ Posts should be spaced a maximum of 6 ft apart and driven securely into the ground a minimum of 18 in. or 12 in. below the bottom of the trench. ■ When standard strength filter fabric is used, a plastic or wire mesh.support fence should be fastened securely to the upslope side of posts using heavy-duty wire staples at least 1 in. long. The mesh should extend into the trench. When extra -strength filter fabric and closer post spacing are used, the mesh support fence may be eliminated. Filter fabric should be purchased in along roll, then cut to the length of the barrier. When joints are necessary, filter cloth should be spliced together only at a support post, with a minimum 6 in. overlap and both ends securely fastened to the post. ■ The trench should be backfilled with compacted native,material. ■ Construct silt fences with a setback of at least 3 ft from the toe of a slope. Where a silt fence is determined to be not practicable due to specific site conditions, the silt fence may be constructed at the toe of the slope, but should be constructed as far from the toe of the slope as practicable. Silt fences close to the toe of the slope will be less effective and difficult to maintain. 4 of 8 California Stormwaier BMP Handbook January 2003 Construction www.cabmphandbooks.com Silt Fence SE_1 ■ Construct the length of each reach so that the change in base elevation along the reach does not exceed 1/3 the height of the barrier; in no case should the reach exceed 500 ft. Costs ■ Average annual cost for installation and maintenance (assumes 6 month useful life): $7 per lineal foot ($850 per drainage acre). Range of cost is $3.50 - $9.10 per lineal foot.' Inspection and Maintenance ■ Inspect BMPs prior to forecast rain, daily during extended rain events, after rain events,, weekly during the rainy season, and at two-week'intervals during the non -rainy season. ■ Repair undercut silt fences. ■ Repair or replace split, torn, slumping, or weathered fabric. The lifespan of silt fence fabric is generally 5 to 8 months. - ■ Silt fences that are damaged and become unsuitable for the intended purpose should be removed from the site of work, disposed of, and replaced with new silt fence barriers. ■ Sediment that accumulates in the BMP'must be periodically removed in order to maintain BMP effectiveness. Sediment should be removed when the sediment accumulation reaches one-third of the barrier. height. Sediment removed during maintenance maybe incorporated into earthwork on the site or disposed at an appropriate location. ■ Silt fences should be left in place until the upstream area is permanently stabilized. Until then, the silt fence must be inspected and maintained. ■ Holes, depressions, or other ground disturbance caused by the removal of the silt fences should be backfilled and repaired. References Manual of Standards of Erosion and Sediment Control Measures, Association of Bay Area Governments, May 1995• National Management Measures to Control Nonpoint Source.Pollution from Urban Areas, United States Environmental Protection Agency, 2002. .Proposed Guidance'Specifying Management Measures for Sources of Nonpoint Pollution in Coastal Waters, Work Group -Working Paper, USEPA, April 1992. Sedimentation and Erosion Control Practices, and Inventory of Current Practices (Draft), UESPA, 199o. Southeastern Wisconsin Regional Planning Commission (SWRPC). Costs of Urban Nonpoint Source Water Pollution Control Measures. Technical Report No. 31. Southeastern Wisconsin Regional Planning Commission, Waukesha, WI. 1991 Stormwater Quality Handbooks - Construction Site Best Management Practices (BMPs) Manual, State of California Department_of Transportation (Caltrans), November 2000. January 2003 California'Stormwater BMP Handbook Sof 8 Construction " www.cabmphandbooks.com SE- l Silt Fence Stormwater Management Manual for The Puget Sound Basin, Washington State Department of Ecology, Public Review Draft, 1991. U.S. Environmental Protection Agency (USEPA). Stormwater Management for Industrial Activities: Developing Pollution Prevention Plans and Best Management Practices. U.S. Environmental Protection Agency, Office of Water, Washington, DC, 1992• :Water Quality Management Plan for the Lake Tahoe Region, Volume II, Handbook of Management Practices, Tahoe Regional Planning Agency, November 1988. "I Max reach = 500' See note 1 Optional maintenance Cross barrier aper-- (See note 10) 8• Fabric Cross barrier Toe. of slope : PLA SILT FEI NOTES -.1. Construct the length of each reach so that the change in base elevation along .the reach does not exceed 1/3 the ,height of the linear barrier, in no case shall the reach length exceed 500'. 2. The lost 8'-0*' of fence shall be turned up slope. 3. Stake dimensions are nominal. 4. Dimension may vary to fit field condition. 5. Stokes'shall be spaced at 8'-0" maximum and shall be positioned on downstream side of fence. 6. Slakes, to overlap and fence fabric to fold around each stoke one full turn. Secure fabric to stake with 4 staples. 7. Stokes shall be driven tightly together to prevent potential flow-through of sediment of joint. The tops of the stokes Z LEGEND Tamped backfill Slope direction . ^� Direction of now Silt fence shall be secured with wire. Sandhogs 8. For end stoke, fence fobric•sholl be folded oround two stokes one full turn and secured with. 4 staples. 9. Minimum 4 staples per stoke. Dimensions shown are typical. 10. Cross barriers shall be a minimum of 1/3 and o maximum, of 1/2 the See note 10 W height of the linear barrier. 11: - Maintenance -openings shall be constructed in a manner to ensure sediment remains behind silt fence. .. 12. Joining sections shall not be placed of sump locations. SECTION C -C 13. Sandbag rows and layers shall be offset to eliminate gaps. n fL 0 g a v C1 0 30 n 3 CL '� M. Cr p o = ca 3 - 77, n O = a 3 a 0, O 0 x "I Max reach = 500' See note 1 Optional maintenance Cross barrier aper-- (See note 10) 8• Fabric Cross barrier Toe. of slope : PLA SILT FEI NOTES -.1. Construct the length of each reach so that the change in base elevation along .the reach does not exceed 1/3 the ,height of the linear barrier, in no case shall the reach length exceed 500'. 2. The lost 8'-0*' of fence shall be turned up slope. 3. Stake dimensions are nominal. 4. Dimension may vary to fit field condition. 5. Stokes'shall be spaced at 8'-0" maximum and shall be positioned on downstream side of fence. 6. Slakes, to overlap and fence fabric to fold around each stoke one full turn. Secure fabric to stake with 4 staples. 7. Stokes shall be driven tightly together to prevent potential flow-through of sediment of joint. The tops of the stokes Z LEGEND Tamped backfill Slope direction . ^� Direction of now Silt fence shall be secured with wire. Sandhogs 8. For end stoke, fence fobric•sholl be folded oround two stokes one full turn and secured with. 4 staples. 9. Minimum 4 staples per stoke. Dimensions shown are typical. 10. Cross barriers shall be a minimum of 1/3 and o maximum, of 1/2 the See note 10 W height of the linear barrier. 11: - Maintenance -openings shall be constructed in a manner to ensure sediment remains behind silt fence. .. 12. Joining sections shall not be placed of sump locations. SECTION C -C 13. Sandbag rows and layers shall be offset to eliminate gaps. R m oT' C O/ N W Setback varies (See note 4) _ Fabric section 8 - • Stoke B .(See notes 6. 7 & 12) .LEGEND Tomped bockfill Fabric 2" X 2' Wood stoke _ Stoke A 1 (See notes 3 & 5) Slope direction Toe of slope y �F'' Fabric section A '•""� Direction Of flow Slope I (See notes 6. 7 & 12) ' - 6-T See detail A JOINING SECTION DETAIL (TOP VIEW) o — n 2" x 2' wood stoke q� ) I 16� . _ Fabric (See note 3) diameter (See note8) adn l/2 - SECTION 2"SECTION A—A END STAKE DETAIL (TOP VIEW) STAPLE DETAIL (SEE NOTE 9) z Silt fence 2" 2'wood stoke fabric End stake - �(See note 2) - Fabric Stoke 'Stoke Fabric Silt fence ,La 45' 6' fi End stake Toe of slope _ DE TAIL A End stoke--/Sondbogs (2—foyers high) , N END DETAIL (SEE �N0TE 11) ' n RL C T 7. �< N a -n 0 .30 =r f N rtl CLte_ O O UD o 3 O X 3 a . O' O O oT' C O/ N W Setback varies (See note 4) _ Fabric section 8 - • Stoke B .(See notes 6. 7 & 12) .LEGEND Tomped bockfill Fabric 2" X 2' Wood stoke _ Stoke A 1 (See notes 3 & 5) Slope direction Toe of slope y �F'' Fabric section A '•""� Direction Of flow Slope I (See notes 6. 7 & 12) ' - 6-T See detail A JOINING SECTION DETAIL (TOP VIEW) o — n 2" x 2' wood stoke q� ) I 16� . _ Fabric (See note 3) diameter (See note8) adn l/2 - SECTION 2"SECTION A—A END STAKE DETAIL (TOP VIEW) STAPLE DETAIL (SEE NOTE 9) z Silt fence 2" 2'wood stoke fabric End stake - �(See note 2) - Fabric Stoke 'Stoke Fabric Silt fence ,La 45' 6' fi End stake Toe of slope _ DE TAIL A End stoke--/Sondbogs (2—foyers high) , N END DETAIL (SEE �N0TE 11) ' ,f i t• , _ = � +p �; 4 r$� M e�av ,� � .. 't,YF •� ti � a ,� •* • • " , y r ; '" J . t' t *+f� � � s '+ ' ..v tl F x'� J '� 4'{• a d fry';y, ` Fiber Rolls r �.� z �s! `* �: �- ' }SSE= SE -5 Fiber Rolls • Fiber rolls at the toe of slopes greater than 5:1(H:V) should be a minimum of 20 in. diameter or installations achieving the same protection (Le, stacked smaller diameter fiber rolls, etc.). ■ Difficult to move once saturated. . r ■ If not properly staked and trenched in, fiber rolls could be transported by high flows. ■ Fiber rolls have a very limited sediment capture zone. ■ Fiber rolls should.not be used on slopes subject to creep, slumping, or landslide. Implementation Fiber Roll Materials ■ Fiber rolls should be either -prefabricated rolls or rolled tubes of erosion -control blanket.' ' Assembly of Field Rolled Fiber Roll ■ Roll length of erosion control blanket into a tube of minimum 8 in. diameter. ■ Bind roll at each end and every 4 ft along length of roll with jute -type twine. Installation ■ Locate fiber rolls on level contours spaced as follows: Slope inclination of 4:1 (H:V) or flatter: Fiber rolls should be placed at a maximum interval of 20 ft. Slope inclination between 4:1 and 2:1(H:V): Fiber Rolls should be placed at a maximum interval of 15 ft. (a closer spacing is more effective). - Slope inclination 2:1(H:V) or greater: Fiber Rolls should be placed at a maximum interval of 10 ft. (a closer spacing is more effective). ■ _ Turn the ends of the fiber rollup slope to prevent runoff from going around the roll. ■' Stake fiber rolls into a 2 to 4 in. deep trench with a width equal to the diameter of the fiber roll. - Drive stakes at the end of each fiber roll and spaced 4 ft maximum on center. - Use wood stakes with a nominal classificatiori of 0.75 by 0.75 in. and minimum length' of 24 in. ■ If more than one fiber roll is placed in a row, the rolls should be overlapped, not abutted. Removal ■ Fiber rolls are -typically left in place. 2 of 4 California Stormwater BMP'Handbook January 2003 Construction www.cabmphandbook5.com . Fiber Rolls SE -5 ■ If fiber rolls are removed, collect and dispose of'sediment accumulation, and fill and compact holes, trenches, depressions or any other ground disturbance to blend with. adjacent ground. Costs Material costs for'fiber rolls range from $20 - $3o per 25 ft roll. Inspection and Maintenance ■ Inspect BMPs prior to forecast rain, daily during extended rain events, after rain events, . weekly during the rainy season, and at two-week intervals during the non -rainy season. ■ Repair or replace split, torn, unraveling, or slumping fiber -rolls. ■ If the fiber roll is used as a sediment capture device, or as an erosion control device to maintain sheet flows, sediment that accumulates in the BMP must be periodically' emoved in order to maintain BMP effectiveness. Sediment should be removed when sediment accumulation reaches one-half the designated sediment storage depth, usually one-half the distance between the top of the fiber roll and the adjacent ground surface. Sediment removed during maintenance may be incorporated into earthwork on the site of disposed at ari appropriate location. ■ If fiber rolls are used for erosion control, such as in a mini check dam, sediment removal should not be required as long as the system continues to control the grade. Sediment control BMPs will likelybe required in conjunction with this type of application: References Stormwater Quality Handbooks - Construction Site Best Management Practices (BMPs) Manual, State of California Department of Transportation (Caltrans), November 2000. } January 2003 California Stormwater BMP Handbook 3 of 4 Construction www.cabmphandbooks.com SE-5 Fiber Rolls y. + i Note: . Install fiber roll' y i i'i y , • �,�,, �.Iti,�,! I,I+ ,. along a level contour. , �, �i'i �i i�'i �i tri W y y . - ! /i�i�i, i III y y al y - ,L y I y Fiber rolls tt`o* y y f r, i i i i i ilii I Vertical- spocirlg ,�,�,�,�.,. I - measured along the � , , . hl y . face of the slope varies between y Install o filler roll neon 10' .and 20' i slope where it transitions y into o steeper slope TYPICAL FIBER ROLL INSTALLATION .+ • N.T.S. Fiber roll 8' min Slope �X E Ew!' _ N� N � E 3/4" x 3/4,, , wood_ stakes max 4' a • spacing ENTRENCHMENT DETAIL N.T.S. 4 of 4 California Stormwater BMP Handbook January 2003 . Construction www.cabmphandbooks.com R ,. § .y a . ■ >~.•'s apt ."6T.:5`�5.� r. � +�";►: F ,,,�` `x•,• ■ r�t Stabilized: Construdidn;�;En , ranee/.Exit STC -1.: a Objectives ' • ; EC 'Erosion Control ✓ 3 �; 1 ;R SE SedimentControlf ✓' . TC Tracking Control ✓ 3 'WE Wind Erosion Control y NS Non-Stormwater ` T s m Mana ement Control n Waste Management and WM Materials Pollution Control Legen'd:' s..r� ✓ 'Primary Objective ,/ 'Secondary.Otijecthe . a $ , 4 1 a[1 �R 4�S �4% ✓ v''�¢ y + . J t h ' $ V ,1 , +{ a y .yy i Targeted Constituents' Description and:Purpose • z"`'' a '� A stabilized construction access is defined by a point of Sediment ✓ ". entrance/exit to"a construction'site that is stabili'zed.to,reduce Nutrients t' t ;1 the tracking of.mud and dirt onto public roads by'constructionTrash vehicles. , r.':Yi ` -Metals Bacteria Suitable Applications OiI and Grease �,.• Use at.construction sites: I s + ; Orga'nicS ` t i ` x $ ` ■ dirt or mud can be tracked onto public roads' ' F .Where ' Potential Alternatives r ' . at '*• t ■' Adjacent to.watei bodies. I a J,None x= y i 4 + - : ■ Where'poor soils are encountered:.' , I L3 , t . ' ,. '�,`; '• 1 _, P ,,.... ■ Where'dust is a:problem"during dry weather -conditions. Limitations ■ ' Entrances`and exits require'peiriodic top dressing witH additional stones. r. n ,t4F r r ■ '-_This-BMP should be used iri conjunction'.with street' ' F4 S i sweeping on adjacent public right of way. a y F ■ Entrances and exits should be constructed onlevel :grounds only. - a �` is ' 4 r• .'k � ,s - ■ _' 'Stabilized construction entrances are rather expensive to ,y,; S t t construct and when a_ wash rack is included, I a'sediment trapof : ' 1 some kind must also be proyided'to collect wash water runoff. _ t California t s_ Stormwater . Quality ..� +'Assoclatlon iyy January 2003+ California Sto rn' iter+BMP Handbook= s r of 6 ' Y 4 Construction ..1 $; - f j www cabmphandbooks com i r r t Stabilized Construction Entrance/Exit TC -1 Implementation General A stabilized construction entrance is a pad of aggregate underlain with filter cloth located at any point where traffic will be entering or leaving a construction site to or from a public right of way, street, alley; sidewalk, or parking area. The purpose of a stabilized construction entrance is to reduce or eliminate the tracking of sediment onto public rights of way or streets. Reducing tracking of sediments and other pollutants onto paved roads helps prevent deposition of sediments into local storm drains and production of airborne dust. Where traffic will be entering or leaving the construction site, a stabilized construction entrance should be used. NPDES permits require that appropriate measures be implemented to prevent tracking of sediments onto paved roadways, where a significant source of sediments is derived from mud and dirt carried out from unpaved roads and construction sites. Stabilized construction entrances are moderately effective in removing sediment from equipment leaving a construction site. The entrance should be built on level ground. Advantages of the Stabilized Construction Entrance/Exit is that it'does remove some sediment from equipment and serves to channel construction traffic in and out of the site at specified locations. Efficiency is greatly increased when �a washing rack is included as part of a stabilized construction entrance/exit. Design and Layout ■ Construct on level ground where possible. ■ Select 3 to 6 in. diameter stones. ■ Use minimum depth of stones of 12 in., or as recommended by soils engineer. ■ Construct length of 50 ft minimum, and 30 ft minimum width. ■ Rumble racks constructed of steel panels'with ridges and installed in the stabilized entrance/exit will help remove additional sediment and to keep adjacent streets clean. ■ Provide ample turning radii as part of the entrance. ■ Limit the points of entrance/exit to the construction site. ■ Limit speed of vehicles to control dust. ■ Properly grade each construction entrance/exit to prevent runoff from leaving the construction site. ■ Route runoff from stabilized.entrances/exits through a sediment trapping device before discharge. ■ Design stabilized entrance/exit to support heaviest vehicles and equipment that will use it. ■ Select construction access stabilization (aggregate, asphaltic concrete, concrete) based on longevity, required performance, and site conditions. Do not use asphalt concrete (AC)' grindings for stabilized construction access/roadway. 2 of 6 California Stormwater BMP Handbook January 2003 construction www.cabmphandbo6ks.com Stabilized Construction Entrance/Exit TC -1 ■ If aggregate is selected, place crushed aggregate over geotextile fabric to at least 12 in. depth, or place aggregate to, a depth recommended by a geotechnical engineer. A crushed aggregate greater than 3 in. but smaller than 6 in. should be used. ■ Designate combination or single purpose. entrances and exits to the construction site. ■ Require that all employees, subcontractors, and suppliers utilize the stabilized construction access. ■ Implement SE -7, Street Sweeping and Vacuuming, as needed. ■ All exit locations intended to be used for more than a two-week period should have stabilized construction entrance/exit BMPs. -Inspection and Maintenance ■ Inspect and verify that activity—based BMPs are in place prior to the commencement of associated activities. While activities associated with the BMPs are under way, inspect weekly during the rainy season and of two-week intervals in the non -rainy season to verify continued BMP implementation. ■ Inspect local roads adjacent to the site daily. Sweep or vacuum to remove visible accumulated sediment. ■ Remove aggregate, separate and dispose of sediment if construction entrance/exit is,,dogged with sediment. ■ . Keep all temporary roadway ditches clear. ■ Check for damage and repair as needed. ■ Replace gravel material when surface voids are visible. ■ Remove all sediment deposited on paved roadways within 24 hours. ■ Remove gravel and filter fabric at completion of construction Costs Average annual cost for installation and maintenance may vary from $1,200 to $4,800 each, averaging $2,400 per entrance. Costs will increase with addition of washing rack, and sediment trap. With wash rack, costs range from $1,200 - $6,00o each, averaging $3,60o per entrance. References Manual of Standards of Erosion and Sediment Control Measures, Association of Bay Area Governments,'May 1995• 1 National Management Measures to Control Nonpoint Source Pollution from Urban Areas, USEPA Agency, 2002. . Proposed Guidance Specifying Management Measures for Sources of Nonpoint Pollution in Coastal Waters, Work Group Working Paper, USEPA, April 1992. January 2003 California Stormwater BMP Handbook 3 of 6 Construction www.cabmphandbooks.com I Stabilized'.Construdion Entrance/Exit TC -1 Stormwater Quality Handbooks Construction Site Best Management Practices (BMPs) Manual, State of California Department of Transportation (Caltrans), November 2000. Stormwater Management of the Puget Sound Basin, Technical Manual, Publication 491-75, Washington State Department of Ecology, February 1992• Virginia Erosion and Sedimentation Control Handbook, Virginia Department of Conservation And Recreation,'Division of Soil and Water Conservation, 1991. Guidance Specifying Management Measures for Nonpoint Pollution in Coastal Waters, EPA 840-B-9-002, USEPA, Office of Water, Washington, DC, 1993• Water Quality Management Plan for the Lake Tahoe Region, Volume II, Handbook of Management Practices, Tahoe Regional Planning Agency, November 1988. 61 4 of 6 California Stormwater BMP Handbook January 2003 Construction www.cabmphandbooks.com Stabilized Construction Entrance/Exit' TC=1 X i W r F� or four .times* the circumference of the largest construction vehicle tire, Match whichever is greater Existing Grade PLAN NTS ' 4 f January 2003 California Stormwater BMP Handbook 5 of 6 Construction www.cabmphandbooks.com Crushed. aggregate greater than. 3" 'but smaller than 6" Filter fabric Original aOQ OOoQ. QQOOoQO o00oQ grade 12 " Min, unless otherwise specified by o soils engineer SECTION B—B NTS NOTE: t Construct sediment barrier �S and channelize runoff to o I sediment trapping device B ° ogv v a 0 0 0 ° v$ o o 0 Width as �Oq,°o 00 required to 0 accomodote o� o $ $ O$ $ $� anticipated �Q°oO ��°UO�r�poQOr��°�11 ma, � . traffic o., o„ o„ oo Temporary pipe culvert LB as needed 50' Min 1 Stabilized Constructi:on Entrance/Exit TC -1 U Crushed aggregate greater than 3 but smoller than 6". Filter fabric Original oQ oQO, �oQ0 grade 12" Min, unless otherwise specified by a soils engineer SECTION B -B NTS Crushed' aggregate greater than 3" but smaller than 6". Coirrugoted steel panels Original grade 12" Min, unless otherwise specified .by a soils engineer Filter fabric SECTION A -A NOT TO SCALE NOTE: Construct sediment barrier Sediment trapping and chonne.lize runoff to pp g sediment trapping device device . L4 c DI 0I / UJ 0< i �I r zl, ' ~ r Ui / I �/ Match Existing Grade -Qr7IDW Leem Pune S •y�• •• •�• �• or • •n •�-I•��ili • -• -• • Milnom••. •�• . . ••. - W, V anticipated traffic, whichever �; �•11�; �•� greater. 24' 'min or tour times the circumference of the largest construction vehicle tire, whichever ;is greater PLAN NTS 6 of 6 California Stormwater BMP Handbook January 2003 Construction www.cabmphandbooks:com Wend. Erosion- -.Control WE 1, � .r EC f Erosion Control ' ' s �. 8E Sediment Control ✓ . TC Tracking Control., WEWind Erosion Control. ✓ . �' , g ..NS 4 Non-Stormwater j Management Control. " Waste Management andWIVI Materials Pollution Control • :y 'Legend: w " ✓. Primary Objective �` '' ✓ Secondary objective F .Targeted -Constituents ' Description; and 'Purpose , : Wind erosion or dust control consists of applying water or other Sediment 7 4 dust palliatives, as necessary to prevent or -alleviate dust ' - Nutrients . f nuisance generated by,construction activities.Covering small Trash stockpiles or.areas is an alternative to waer,oror Metals dust palliatives. , Bacteria r Oil and Grease . SuitableApplications Organics ' - Wind erosion control BMPs are suitable during the following construction activities: Potential Alternatives ' ■, Construction vehicle traffic on unpaved roads ,- None J ■ ' Drilling and blasting activities ;. • Sediment tracldng'onto,paved roads , - . ■ Soils and debris storage piles Batch drop from front-end loaders a ■ Areas with unstabilized soil Y, i ■ Final'grading/site stabilization Limitations. - s ■ .. Watering prevents dust only, for a short period and should be fi applied daily (or'mote(iften) to be effective ". : •. S`� - .. a' A. —.01 Over watering may cause erosion. rnia yt ,.. Callto a- Stormwater. . .• ' uallty Association ' January 2003 Ca llfornla'Stormwater..BMP Handbook 'I of.5 `. r Construction www.cabmphandbooks.com ' WE -1 Wind Erosion Control ■ Oil or oil -treated subgrade should not be used for dust control because the oil may migrate into drainageways and/or seep into the soil. ■ Effectiveness depends on soil, temperature, humidity, and wind velocity. ■ Chemically treated sub grades may make the soil water repellant, interfering with long-term infiltration and the vegetation/re-vegetation of the site. Some chemical dust suppressants . may be subject to freezing and may contain solvents and should be handled properly. ■ Asphalt, as a -mulch tack or chemical mulch, requires a 24-hour curing time to avoid adherence to equipment, worker shoes, etc. Application should be limited because asphalt surfacing may eventually migrate into the drainage system. ■ In compacted areas, watering and other liquid dust control measures may wash sediment or _ . other constituents into the drainage system. Implementation General California's Mediterranean climate, with short wet seasons and long hot dry seasons, allows the soils to thoroughly dry out. During these dry seasons, construction activities are at their peak, and disturbed and exposed.areas are increasingly subject to wind erosion, sediment tracking and dust generated by construction equipment. Dust control, as a BMP, is a practice that is already in place formany construction activities. Los Angeles, the North Coast, and Sacramento, among others, have enacted dust control ordinances for construction activities that cause dust to be transported beyond the construction project property line. Recently, the State Air Resources Control Board has, under the authority of the Clean Air Act, started to address air quality in relation to inhalable particulate matter less'than io microns. (PM -:lo). Approximately go percent of these small particles are considered to be dust. Existing dust control regulations by local agencies, municipal departments, .public works department, and public health departments are in place in some regions within California. Many local agencies require dust control in order' to comply with local nuisance laws, opacity laws (visibility impairment) and the requirements of the Clean Air Act. The following are measures that local agencies may have already implemented as requirements for dust control from contractors: ■ Construction and Grading Permits: Require provisions for dust control plans ■ Opacity Emission Limits:. Enforce compliance with California air pollution control laws. ■ Increase Overall Enforcement Activities: Priority given to cases involving citizen complaints. ■ Maintain Field Application. Records: Require records. of dust control measures from contractor; ■ Stormwater Pollution Prevention Plan: (SWPPP): Integrate dust control measures into SWPPP. 2 of 5 California Stormwater BMP Handbook January 2003 Construction www.cabmphandbooks.com Wind Erosion .Control WE -1 Dust Control Practices Dust control BMPs generally stabilize exposed surfaces and minimize activities that suspend or track dust particles. The following table shows dust control practices that can be applied to site conditions that cause dust. For heavily traveled and disturbed areas, wet suppression (watering), chemical dust suppression, gravel asphalt surfacing, temporary gravel construction entrances, equipment wash-out areas, and haul truck covers can be employed as dust control applications. Permanent or temporary vegetation and mulching can be employed for areas of occasional or no construction traffic. Preventive measures would include minimizing surface areas to be disturbed, limiting onsite vehicle traffic to 15 mph, and controlling the number -and activity of vehicles on a site at any given time. -Additional preventive measures include: ■ Schedule construction activities to minimize exposed area (EC -i, Scheduling). ■ Quickly stabilize exposed soils using vegetation, mulching, spray -on adhesives, calcium chloride, sprinkling, and stone/gravel layering. ■ Identify and stabilize key access points prior to commencement of construction. ■ Minimize the impact of dust by anticipating the direction of prevailing winds,. ■ Direct most construction traffic to stabilized roadways within the project site. ■ Water should be applied by means of pressure-type distributors or pipelines equipped with a spray system or hoses and nozzles that will ensure even distribution. ■ All distribution equipment should be equipped with a positive means of shutoff. ■ Unless water is applied by means of pipelines, at least one mobile unit should be available at all times to apply water or dust palliative to the project. January 2003 California Stormwater BMP Handbook 3 of 5 Construction. www.cabmphandbooks.com DUST CONTROIPRACTICES Permanent Mulching Suppression Chemical Dust Gravel or Slit Temporary Gravel Construction Haul Minimize Extent of SITE CONDITIONWet Vegetation 9 (Watering) _ Suppression Asphalt Fences Entrances/Equlpmen Truck Covers Disturbed Wash Down Area Disturbed Areas not Subject to X X X X X X Traffic Disturbed Areas Subject to TrafFlc X X X X X Materhl Stock Pile Stabilization X X X X Demolition X X X Clearing/ .Excavation X X X X Truck Traffic on Unpaved Roads X X X X X Mud/Dlrt Carty Out X X -Additional preventive measures include: ■ Schedule construction activities to minimize exposed area (EC -i, Scheduling). ■ Quickly stabilize exposed soils using vegetation, mulching, spray -on adhesives, calcium chloride, sprinkling, and stone/gravel layering. ■ Identify and stabilize key access points prior to commencement of construction. ■ Minimize the impact of dust by anticipating the direction of prevailing winds,. ■ Direct most construction traffic to stabilized roadways within the project site. ■ Water should be applied by means of pressure-type distributors or pipelines equipped with a spray system or hoses and nozzles that will ensure even distribution. ■ All distribution equipment should be equipped with a positive means of shutoff. ■ Unless water is applied by means of pipelines, at least one mobile unit should be available at all times to apply water or dust palliative to the project. January 2003 California Stormwater BMP Handbook 3 of 5 Construction. www.cabmphandbooks.com WE -1 Wind Erosion Control ■ If reclaimed waste water is used, the sources and discharge must meet California Department of Health. Services water reclamation criteria and the Regional Water Quality Control Board requirements. Non -potable water should not be conveyed in tanks or drain pipes that will be used to convey potable water and'there should be no connection between potable and non -potable supplies. Non -potable tanks, pipes, and other conveyances should be marked, "NON -POTABLE WATER - DO NOT DRINK." ■ Materials applied as temporary soil stabilizers and soil binders also generally provide wind erosion control benefits. ■ Pave or chemically stabilize access points'where unpaved traffic surfaces adjoin paved roads. . ■ Provide covers for haul trucks transporting materials that contribute to dust. ■ Provide for wet suppression or. chemical 'stabilization of exposed soils. a ■ Provide for rapid clean up of sediments deposited on paved roads. Furnish stabilized construction road entrances and vehicle wash down areas.' ■ Stabilize inactive construction sites using vegetation or chemical- stabilization methods. ■ Limit the amount of areas disturbed by clearing and earth moving operations by scheduling these activities in phases. For chemical stabilization, there are many products available for chemically stabilizing gravel roadways and stockpiles. If chemical stabilization is used, the chemicals should -not create any adverse effects on stormwater, plant life, or groundwater. . Costs. Installation costs for water and chemical dust suppression are low, but annual costs maybe quite high since these measures are effective for only a few hours to a few days. Inspection and Maintenance ■ Inspect and verify that activity -based BMPs are in place prior to the commencement of associated activities. While activities associated with the BMP are under way, inspect weekly during the rainy season and at two-week intervals in the non-rainyseason to verify continued BMP implementation. , ■ Check areas protected to ensure coverage. ■ Most dust control measures require frequent, often daily, or multiple times per day attention. References Best Management Practices and Erosion Control Manual for Construction Sites, Flood Control District of Maricopa County, Arizona, September. 1992• , California Air Pollution Control Laws, California Air Resources Board, 1992• 4 of 5 California Stormwater BMP Handbook January 2003 Construction www.cabmphandbooks.com ' Wind Erosion Control -'WE -1, Caltrans, Standard Specifications, Sections io, "Dust Control'; Section 17, "Watering"; and Section 18, "Dust Palliative". Prospects for Attaining the State Ambient Air Quality Standards for Suspended Particulate Matter (PM1o), Visibility Reducing Particles, Sulfates, Lead, and Hydrogen Sulfide, California Air Resources Board, April 1991. Stormwater Quality Handbooks Construction Site Best Management Practices (BMPs) Manual,. State of California Department of Transportation (Caltrans), November 2000. Construction www.cabmphandbooks.com Material Delivery and Storage WM-1 Description and Purpose Prevent, reduce, or eliminate the discharge of pollutants from material delivery and storage to the stormwater system or watercourses by minimizing the storage of hazardous materials onsite, storing materials in a designated area, installing secondary containment, conducting regular inspections, and training employees and subcontractors. This best management practice covers only material delivery and storage. For other information on materials, see WM-2, Material Use, or WM-4, Spill Prevention and Control. For information on wastes, see the waste management BMPs in this section. Suitable Applications These procedures are suitable for use at all construction sites with delivery and storage of the following materials: ■ Soil stabilizers and binders ■ Pesticides and herbicides ■ Fertilizers ■ Detergents ■ Plaster ■ Petroleum products such as fuel, oil, and grease ■ Asphalt and concrete components Objectives EC Erosion Control SE Sediment Control TC Tracking Control WE Wind Erosion Control NS Non-Stormwater Management Control WM Waste Management and Materials Pollution Control Legend: ✓ Primary Objective ✓ Secondary Objective Targeted Constituents Sediment ✓ Nutrients ✓ Trash Metals ✓ Bacteria Oil and Grease ✓ Organics ✓ Potential Alternatives None VCaSIItf.crnIa SQ4_ rmwater Quality Association January 2003 California Stormwater BMP Handbook 1 of 5 Construction www.cabmphandbooks.com WM-1Material Delivery and Storage. ■ Hazardous chemicals such as acids, lime, glues, adhesives, paints, solvents, and curing compounds ■ Concrete compounds ■ Other materials that may be detrimental if released to the environment Limitations ■ Space limitation may preclude indoor storage. ■ Storage sheds often must meet building and fire code requirements. Implementation The following steps should be taken to minimize risk: ■ Temporary storage area should be located away from vehicular traffic. m Material Safety Data Sheets (MSDS) should be supplied for all materials stored. ■ Construction site areas should be designated for material delivery and storage.. ■ Material delivery and storage areas should be located near the construction entrances; away . from waterways, if possible. Avoid transport near drainage paths or waterways. - Surround with earth berms. See EC -9, Earth Dikes and Drainage Swales. - Place in an area which will be paved. ■ Storage of reactive, ignitable, or flammable liquids must comply with the fire codes of your area. Contact the local Fire Marshal to review site materials, quantities, and proposed storage area to determine specific requirements. See the Flammable and Combustible Liquid Code, NFPA3o. ■ An up to date inventory of materials delivered and stored onsite should be kept. ■ Hazardous materials storage onsite should be minimized. ■ Hazardous materials should be handled as infrequently as possible. n-, During the rainy season, consider storing materials in a covered area. Store materials in secondary containments such as earthen dike, horse trough, or even a children's wading pool for non-reactive materials such as detergents, oil, .grease, and paints. Small amounts of material may be secondarily contained in "bus boy" trays or concrete mixing trays. ■ Do not store chemicals, drums, or bagged materials directly on the ground. Place these items on a pallet and, when possible, in secondary containment. 2 of 5 California Stormwater BMP Handbook January 2003 Construction www.cabmphandbooks.com Material Delivery, and -Storage WM-1 ■ If drums must be kept uncovered, store them at a slight angle to reduce ponding of rainwater on the lids to reduce corrosion. Domed plastic covers are inexpensive and snap to the top of drums, preventing water from collecting. . ■ Chemicals should be kept in their original labeled containers. ■ Employees and subcontractors should be trained on the proper material delivery and storage practices. . , ■ Employees trained in emergency spill cleanup procedures must be present when dangerous materials or liquid chemicals are unloaded. ■ If significant residual materials remain on the ground after construction is complete, properly remove materials and any contaminated soil. See WM-7, Contaminated Soil Management. If the area is to be paved, pave as soon as materials are removed to stabilize the soil. Material Storage Areas and Practices ■ Liquids, petroleum products, and substances listed in 40 CFR Parts 110, iii; or 302. should be stored in approved containers and drums and should not be overfilled. Containers and drums should be placed in temporary containment facilities for storage. ■ A temporary containment facility should provide for a spill containment volume able to contain precipitation from a 25 year storm event, plus the greater of io% of the aggregate volume of all containers or i00% of the capacity of the largest container within its'bouridary, whichever is greater. ■ A temporary containment facility should be impervious to the materials stored therein for a minimum contact time of 72 hours. ■ A temporary containment facility should be maintained free of accumulated rainwater and spills. In the event of spills or leaks, accumulated rainwater and spills should be collected and placed into drums. These liquids should be handled as a hazardous waste unless testing determines them to be non -hazardous. All collected liquids or non -hazardous liquids should be sent to an approved disposal site. ■ Sufficient separation should be provided between stored containers to allow for spill cleanup and emergency response access. ■ Incompatible materials, such as chlorine and ammonia, should not be stored in the same temporary containment facility. ■ Throughout the rainy season, each temporary containment facility should be covered during , .non -working days, prior to, and during rain events. ■ Materials should be stored in their original containers and the original product labels should be maintained in place in a legible condition. Damaged or otherwise illegible labels should be replaced immediately. January 2,003 California Stormwater BMP Handbook 3 of 5 Construction www.cabmphandbooks.com WM-1 Material Delivery and Storage ■ Bagged and boxed materials should be stored on pallets and should not be allowed to accumulate on the ground. To provide protection from wind and rain throughout the rainy season, bagged and boxed materials should be covered during non -working days and prior to and during rain events. ■ Stockpiles should be protected in accordance with WM-3, Stockpile Management. ■ Materials should be stored indoors within existing structures or sheds when available. ■ Proper storage instructions should be posted at all times in an open and'conspicuous location. ■ An ample supply of appropriate spill cleanup material should be kept near storage areas. ■ -Also see WM-6, Hazardous Waste Management,. for storing of hazardous materials. __.. Material Delivery Practices ■ Keep an accurate, up-to-date inventory of material delivered and stored onsite. ■ Arrange for employees trained in emergency spill cleanup procedures to be present when dangerous materialsor liquid chemicals are unloaded. Spill Cleanup ■ Contain and clean up any spill immediately. ■ Properly remove and dispose of any hazardous materials or contaminated soil if significant residual materials remain on the ground after construction is complete. See WM-7, Contaminated Soil Management. ■ See WMA Spill Prevention and Control, for spills of chemicals and/or hazardous materials. Cost ■ . The largest cost of implementation may be in the construction of a materials storage area that is covered and provides secondary containment. Inspection and Maintenance ■ Inspect and verify that activity—based BMPs are in place prior to the commencement of associated activities. While activities associated with the BMP are under way, inspect weekly during the rainy season and of two-week intervals in the non -rainy season to verify continued BMP implementation. ■ Keep an ample supply of spill cleanup materials near the storage area. ■ Keep storage areas clean, well organized, and equipped -with ample* cleanup supplies as appropriate for the materials being stored. ■ Repair or replace perimeter controls, containment structures, covers, and liners as needed to maintain proper function. 4 of 5 California Stormwater. BMP Handbook January 2003 ' Construction www.cabmphandbooks.com Material . Delivery and Storage WM-1 References Blueprint for a Clean Bay: Best Management Practices to Prevent Stormwater Pollution from Construction Related Activities; Santa Clara Valley Nonpoint Source Pollution Control•Program, 1995 Coastal Nonpoint Pollution Control Program: Program Development and Approval Guidance, Working Group Working Paper;'USEPA, April 1992. Stormwater Quality Handbooks - Construction Site Best Management Practices (BMPs) Manual,: State of California"Department of Transportation (Caltrans), November 2000. Stormwater Management for Construction Activities; Developing Pollution Prevention Plans and Best Management Practice, EPA 832-R-92005; USEPA; April 1992• January 2003 California Stormwater BMP Handbook 5 of 5 Construction www.cabmphandbooks.com „ Stockpile Management Description and Purpose Stockpile Management procedures and practices are designed- to esignedto reduce or eliminate air and stormwater pollution from stockpiles of soil, paving materials such as portland cement concrete (PCC) rubble, asphalt concrete (AC), asphalt concrete rubble, aggregate base, aggregate sub' base or pre -mixed aggregate, asphalt minder (so called "cold mix" asphalt), and pressure treated wood. Suitable Applications Implement in all projects that stockpile soil and other materials. Limitations None identified. Implementation Protection of stockpiles is a year-round requirement. To properly manage stockpiles: ■ Locate stockpiles a minimum of 50 ft away from concentrated flows of stormwater, drainage courses, and inlets. ■ Protect all stockpiles from stormwater runon using a temporary perimeter sediment barrier such as berms, dikes, fiber rolls, silt fences, sandbag, gravel bags, or straw bale . barriers. WM-3 Objectives EC Erosion Control SE Sediment Control TC Tracking Control WE Wind Erosion Control NS Non-Stormwater Management Control WM Waste Management and ✓ Materials Pollution Control Legend: ✓ Primary Objective V. Secondary Objective Targeted Constituents Sediment ✓ Nutrients ✓ Trash ✓ Metals ✓ Bacteria Oil and Grease ✓ Organics ✓ Potential Alternatives . None �S Q_ A CaiHornla Stormwater Quality Assoclation January 2003 California Stormwater BMP Handbook 1 of 3 Construction www.cabmphandbooks.com WM-3 Stockpile Management .S ■ Implement wind erosion control practices as appropriate on all stockpiled material. For .. specific information, see WE -i; Wind Erosion Control. ■ Manage stockpiles of contaminated soil in accordance with WM-7, Contaminated Soil Management. ■ Place bagged. materials on pallets and undercover. Protection of Non Active Stockpiles Non-active stockpiles of the identified materials should be protected further as follows: Soil stockpiles ■ During the rainy season, soil stockpiles should be covered or protected with soil stabilization measures and a temporary perimeter sediment barrier at all times. ■ During the non -rainy season, soil stockpiles should be covered or protected with a temporary perimeter sediment barrier prior to the onset of precipitation. Stockpiles of Portland cement concrete rubble, asphalt concrete, asphalt concrete rubble, aggregate base, or aggregate sub base ■ During the rainy season, the stockpiles should be covered or protected with a temporary perimeter sediment barrier at all times. ■ During the non -rainy season, the stockpiles should be covered or protected with a temporary perimeter sediment barrier prior to the onset of precipitation. Stockpiles of "cold mix" ■ During the rainy season, cold mix stockpiles should be placed on and covered with plastic or comparable material at all times. ` ■ During the non -rainy season, cold mix stockpiles should be placed on and covered with plastic or comparable material prior to the onset of precipitation. Stockpiles/Storage of pressure treated wood with copper, chromium, and arsenic or ammonical, copper, zinc, and arsenate ■ During the rainy season, treated wood should be covered with plastic or comparable material at all times. v ■ During the non -rainy season, treated wood should'be covered with plastic or comparable material at all times and cold mix stockpiles should be placed on and covered with plastic or'. comparable material prior to the onset of precipitation. Protection of Active Stockpiles Active stockpiles of the identified materials should be protected further as follows: ■ All stockpiles should be protected with a temporarylinear sediment barrier prior to the onset of precipitation. • Stockpiles of "cold mix" should be placed on and covered with plastic or comparable material prior to the onset of precipitation. 2 of 3 California Stormwater BMP Handbook January 2003 Construction www.cabmphandbooks.com Stockpile Management WM-3 Costs All of the above are low cost measures. Inspection and Maintenance ■ Inspect and verify that activity—based BMPs are in place prior to the commencement of associated activities. While activities associated with the BMP are under way, inspect weekly during the rainy season and of two-week intervals in the non -rainy season to verify continued BMP implementation ■ Repair and/or replace perimeter controls and covers as needed to keep them functioning properly. References Stormwater Quality Handbooks - Construction Site Best Management Practices (BMPs) Manual, State -of California Department of Transportation (Caltrans), November 2000. 1 0 Solid Waste Management Asm Sta M-5 BMP Objectives o Soil Stabilization o Sediment Control o Tracking Control o Wind Erosion Control • Non -Storm Water Management • Materials and Waste Management Definition and Solid waste management procedures and practices are designed to minimise or Purpose eliminate the discharge of pollutants to the drainage system or to watercourses as a result of the creation, stockpiling, or removal of construction site wastes. Appropriate Solid waste management procedures and practices are implemented on all Applications construction projects that generate solid wastes. Solid wastes include but are not limited to: ■ Construction wastes including brick, mortar, timber, steel and metal scraps, sawdust, pipe and electrical cuttings, non -hazardous equipment parts, styrofoam and other materials used to transport and package construction materials. ■ Highway planting wastes, including vegetative material, plant containers, and packaging materials. ■ Litter, including food containers, beverage cans, coffee cups, paper bags, plastic wrappers, and smoking materials, including litter generated by the public. Limitations ■ Temporary stockpiling of certain construction wastes may not necessitate stringent drainage related controls during the non -rainy season or in desert areas with low rainfall A* Caltrans Storm Water Quality Handbooks Section 8 Solid W Construction Site Best Management Practices Manual Waste Management WM-5 March 1, 2003 1 of 4 Solid Waste Management M-5 Standards and Education Specifications n The Contractor's Water Pollution Control Manager (WPCM) shallpversee and enforce proper solid waste procedures and practices. ■ Instruct employees and subcontractors on identification of solid waste and hazardous waste. ■ Educate employees and subcontractors on solid waste storage and disposal procedures. ■ . Hold regular meetings to discuss and reinforce disposal procedures` (incorporate into regular safety meetings). ■ Require that employees and subcontractors"follow solid waste handling and storage procedures. ■ Prohibit littering by employees, subcontractors, and visitors. ■. Wherever possible, minimize production of solid waste materials. Collection, Storage, and Disposal ■ . Dumpsters of sufficient size and number shall be provided to contain the solid waste generated by the project and properly serviced. ■ Littering on the project site shall be prohibited. ■ : To prevent clogging of the storm drainage system litter and debris removal from drainage grates, trash racks, and ditch lines shall be a priority. ■ Trash receptacles shall be provided in the Contractor's yard,.field trailer areas, and at locations where workers congregate for. lunch and break periods. ■ Construction debris and litter from work areas within the construction limits of the project site shall be collected andiplaced in watertight dumpsters at least.weeklyregardless of whether the litter wasgenerated by the Contractor, the public, or others. Collected litter and debris shall not be placed in or next to drain inlets, storm water drainage systems or watercourses. ■ Full dumpsters shall be removed from the project site and the contents shall be disposed of outside'the highway right-of-way in conformance with the provisions in the Standard Specifications Section 7-1.13. ■ Litter stored in collection areas and containers shall be handled and disposed of by trash hauling contractors. i Construction debris and waste shall be removed from the site every two weeks oras directed by the RE. Caltrans Storm Water Quality Handbooks Section 8 Construction Site Best Management Practices Manual Solid Waste Management WM-5 - ��,w March 1,.2003 2 of 4 Solid Waste Management M-5 ■ Construction material visible to the public shall be stored or stacked in an orderly manner to the satisfaction of the RE. ■ Storm water run-on shall be prevented from contacting stored solid waste through the use of berms, dikes, or other temporary diversion structures or through the use of measures to elevate waste from site surfaces. . I ■ Solid waste storage areas shall be located at least 15 m (50 ft) from drainage facilities and watercourses and shall not be located in areas prone to flooding or ponding. ■ Except during fair weather, construction and highway planting waste not stored in watertight dumpsters shall be securely covered from wind and rain by covering the waste with tarps or plastic sheeting or protected in conformance with the applicable Disturbed Soil Area protection section. ■ Dumpster washout on the project site is not allowed: ■ Notify trash hauling contractors that only watertight dumpsters are acceptable for use on-site. ■ . Plan for additional containers during the demolition phase of construction. m Plan for more frequent pickup during the demolition phase of construction. ■ Construction waste shall be stored in a designated area approved by the RE. " ■ Segregate potentially hazardous waste from non -hazardous construction site waste. ■ Keep the site clean of litter debris. ■ Make sure that toxic liquid wastes (e.g., used oils, solvents, and paints) and chemicals (e.g'., acids, pesticides, additives, curing compounds) are not disposed of in dumpsters designated for construction debris. ■ Dispose of non -hazardous waste in accordance with Standard Specification 7-1.13, Disposal of Material Outside the Highway Right of Way. ■ For disposal of hazardous waste, see BMP WM-6, "Hazardous Waste . Management." Have hazardous waste hauled to an appropriate disposal . and/or recycling facility. ■ Salvage or recycle useful vegetation debris, packaging and/or surplus building materials when practical. For example, trees and shrubs from land clearing can be converted into wood chips, then used as mulch on graded areas. Wood pallets, cardboard boxes, and construction scraps,can also be recycled. Caltrans Storm Water Quality Handbooks Section 8 j� Construction Site Best. Management Practices Manual , Solid Waste Management WM-5 March 1, 2003 3 of 4 Solid Waste Managements M-5 Maintenance and ■ The WPCM shall monitor onsite solid waste storage and disposal procedures. Inspection ■ Police site for litter and debris. f Ar*' %� Caltrans Storm Water Quality Handbooks Section 8 i. Construction Site Best Management Practices Manual Solid Waste Management WM-5 . March 1, 2003 y 4 of 4 Hazardous Waste Management M-6 r.� Y jl !Wry ZI phi -- Sv BMP Objectives o Soil Stabilization o Sediment Control o Tracking Control o Wind Erosion Control • Non -Storm Water Management • Materials and Waste Management Definition and These are procedures and practices to minimize or eliminate the discharge of Purpose pollutants from construction site hazardous waste to the storm drain systems or to watercourses. Appropriate ■ This best management practice (BMP) applies to all construction projects. Applications ■ Hazardous waste management practices are implemented on construction projects that generate waste from the use of- - Petroleum Products, — Asphalt Products, — Concrete Curing Compounds, Pesticides, — Acids, Paints, Stains, Solvents, — Wood Preservatives, — Roofing Tar, or — Any materials deemed a hazardous waste in California, Title 22 Division 4.5, or listed in 40 CFR Parts 110, 117, 261, or 302. Caltrans Storm Water Quality Handbooks Section 8 Construction Site Best Management Practices Manual Hazardous Waste Management WM-6 [x/ISt w March 1, 2003 1 of 5 Hazardous Waste Management WM-.61 Limitations ■ Nothing in this BMP relieves the Contractor from responsibility for compliance with federal, state, and local laws regarding storage, handling, transportation, and disposal of hazardous wastes. ■ This BMP does not cover aerially deposited lead (ADL) soils. For ADL soils . refer to BMP WM-7, "Contaminated Soil Management," and the project special provisions. Standards and Education Specifications n Educate employees and subcontractors on hazardous waste storage and disposal procedures. ■ Educate employees and subcontractors on potential dangers to humans and the environment from hazardous wastes. ■ 'Instruct employees and subcontractors on safety procedures for common construction site hazardous wastes. ■ Instruct` employees and subcontractors in identification of hazardous and solid waste. ■ ' Hold regular meetings to discuss and reinforce hazardous. waste management . procedures (incorporate into regular safety meetings). ■ The Contractor's Water Pollution Control Manager (WPCM) shall oversee and enforce proper hazardous waste management procedures and practices. ■ Make sure that hazardous waste is collected, removed, and disposed of only at authorized disposal areas. Storage Procedures ■ Wastes shall be stored in sealed containers constructed of a suitable material and shall be labeled as required by Title 22 CCR, Division 4.5 and 49 CFR Parts 172,173, 178, and 179. ii. All hazardous waste shall be stored, transported, and disposed.as required in Title 22 CCR, Division 4.5 and 49 CFR 261-263. ■ Waste containers shall be stored in temporary containment facilities that shall comply with the following requirements: Temporary containment facility shall provide for a spill containment volume able to contain precipitation from a 24-hour, 25 year storm event, plus the greater of 10% of the aggregate volume of all containers or 100% -of the capacity of the largest tank within its boundary, whichever is greater. Caltrans Storm Water Quality Handbooks Section 8 Construction Site Best Management Practices Manual Hazardous Waste Management WM-6 4V&a,wr March 1, 2003 2 of 5 Hazardous Waste : Management WM=6 Temporary containment facility shall be impervious to the materials stored there for a minimum contact time of 72 hours. — Temporary containment facilities shall be maintained free of accumulated .rainwater and spills. In the event of spills or leaks accumulated rainwater and spills shall be placed into drums after each rainfall. These liquids shall be handled as a hazardous waste unless testing determines them to - be non -hazardous. Non -hazardous liquids shall be sent to an approved disposal site. Sufficient separation shall be provided between stored containers to allow for spill cleanup and emergency response access. Incompatible materials, such as chlorine and ammonia, shall not be stored .. in the same temporary containment facility. Throughout the rainy season, temporary containment facilities shall be covered during non -working days, and prior to rain events. Covered facilities may include use of plastic tarps for small facilities or constructed roofs with overhangs. A storage facility having a solid cover , and sides is preferred to a temporary tarp. Storage facilities shall be equipped with adequate ventilation. ■ Drums shall not overfilled and wastes shall not be mixed. ■ Unless watertight, containers of dry waste shall be stored on pallets. 1 ■ Paint brushes and equipment for water and oil based paints shall be cleaned within a contained area and shall not be allowed to contaminate site soils, watercourses or drainage systems. Waste paints, thinners, solvents, residues, and sludges that cannot be recycled or reused shall be disposed of as hazardous waste. When thoroughly dry, latex paint and paint cans, used brushes, rags, absorbent materials, and drop cloths shall be disposed of as solid waste. m Ensure that adequate hazardous waste storage volume is available, . ■ Ensure that hazardous waste collection containers are conveniently located., ■ Designate hazardous waste storage areas on site away from storm drains or watercourses and away from moving vehicles and equipment to prevent accidental spills. ■ Minimize production or generation of hazardous materials and hazardous waste on the job site. ■ Use containment berms in fueling and maintenance areas and where the potential for spills is high. Caltrans Storm Water Quality Handbooks Section 8 construction Site Best Management Practices Manual Hazardous Waste Management WM-6 March 1, 2003 3 of 5 Hazardous Waste Managerment M-6 ■ Segregate potentially hazardous waste from non -hazardous construction site debris. ■ Keep liquid or semi-liquid hazardous waste in appropriate containers (closed drums or similar) and under cover. .■ _ Clearly label all hazardous waste containers with the waste being stored and the date of accumulation. ■ Place hazardous waste containers in secondary containment. ■ Do not -allow potentially hazardous, waste materials to accumulate on the ground. ■ Do not mix wastes. Disposal Procedures ■ Waste shall be disposed of outside the highway right-of-way within 90 days of being generated, or as directed by the Resident Engineer (RE). In no case shall hazardous waste storage exceed requirements in'Title 22 CCR, Section 66262.34. ■ Waste shallbe disposed of by a licensed hazardous waste transporter at.an authorized and licensed disposal facility or recycling facility utilizing properly completed Uniform Hazardous Waste Manifest forms. ■. A Department of Health Services (DHS) certified laboratoryshall sample waste and classify it to determine the appropriate disposal facility. ■ . Make sure that toxic liquid wastes (e.g., used oils, solvents, and paints) and chemicals (e.g:, acids, pesticides, additives, curingcompounds) are not disposed of in dumpsters designated for solid waste construction debris. ■ Properly dispose of rainwater in secondary containment that may have mixed with hazardous waste. ■ Recycle any useful material such as used oil or water-based paint when practical. ■ Attention is directed to "Hazardous Material", "Contaminated Material', and "Aerially Deposited Lead" of the contract documents regarding the handling and disposal of hazardous materials. Caltrans Storm Water Quality Handbooks Section 8 (� Construction Site Best Management Practices Manual Hazardous Waste Management WM-6 Qf✓lyzv� March 1, 2003 4 of 5 National Pollutant - Discharge Elimination System (NP DES) Phase _ II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN 1 ACRE1 Project Title: Pe rr.;� - - - By signing below, I, the project owner/owner's agent, certify that I am aware that a construction project that disturbs 1 acre -or more of land requires a Construction Storm Water Permit from the - State Water Resources Control. Board and that it is my responsibility, 'to submit a Notice of Intent (N.O.I.), a Storm Water Pollution Prevention Plan (SWPPP), and a check for $700.00 made payable to the .State Water Resources Control Board to obtain such a permit if my project disturbs 1 acre or more of land. I, further, certify that this project will not disturb 1 acre or more of land. I am aware that submitting false and/or inaccurate information may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: Co�►�-n��d or. . Date: u/a 6/g L Hazardous Waste Management M-6 Maintenance and ■ A foreman and/or construction supervisor shall monitor on-site. hazardous Inspection waste storage and disposal procedures. ■ Waste storage areas shall be kept clean, well organized, and equipped with ample clean-up supplies as appropriate for the materials being stored. ■ Storage areas shall be inspected in conformance with the provisions in the contract documents. ■ Perimeter controls, containment structures, covers, and. liners shall be repaired or replaced as needed to maintain proper function. ■ Hazardous spills shall be cleaned up and reported in conformance with the applicable Material Safety Data Sheet (MSDS) and the instructions posted at the project site. ■ • The National Response Center, at (800) 424-8802, shall be notified of spills of Federal reportable quantities in conformance with the requirements in 40 CFR parts :110, 117, and 302. n Copy of the hazardous waste manifests shall be provided to the RE. , Caltrans Storm Water Quality Handbooks Section 8 Construction Site Best Management Practices Manual Hazardous Waste Management WM-6 yiy March 1, 2003 5 of 5 Y AND WHEN RECORDED MAIL TO: ` BUTTE COUNTY BUILDING DIVISION ` 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 S ."IIII"III"III'I'II"I'II�I'I�II'I R -.2004—.0028755 Recorded I REC FEE 7.00 OfficialRecordsI CONFORM 1.00 Count oBUTTf E I CANDACE J. GRUBBSI Recorder .I ROSEMARY DICKSON 1 Assistant 'I Kathy 11:14AM 14 -May -2004 I Page .1 of i AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code, required this acknowledgment to be recorded prior to issuance of a building permit. 'The property described. herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides; and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from ,normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: PARCEL•-4_tias'shown on that certain parcel map being a portion of the S 1/4E_, of section 34, T. 24 N., R.2 E., M.D.B. & M., filed in the office of the recorder County of Butte, State Of California on'April 17, 1997, in book 141 of maps, at pages 64, 65 and 66. , Date: ��-% �' PROPERTY "ERS: Ll UT gk& cL4 State of California ) County of,CeJ ) On before me, L .b v-1 . personally appeared personally known to me (or proved to me on the basis of'satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their.signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. Signature )1Seal: "dam STACEY L. 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