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Home My WebLink About029-240-003M BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (630) 638-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BP060764 B. C. Building Permit 01-16-04 pg 1 LICENSED CONTRACTORS 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 I Issued Date: 05/16/2006 APN: 029-240-073-000 the Business and Professions Code, and my license is In full force and effect. Site Address: 1193 RICHVALE HWY RIC License Class License Number: Map Index: Date: _ Contractor: Description: RICE STORAGE BIN (6400) OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: BUTTE COUNTY RICE GROWERS ASSN permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of C/O JACK WILLSON the Contractors State License Law (Chapter 9 commencing with Section BOX 128 7000) of Division 3 of the Business and Protessions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any RICHVALE, CA 95974 violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): 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 (Sec. 7044, Business and Professions Code: The Contractors' State License Law -does not apply to an Applicant: BUTTE COUNTY RICE GROWERS ASSN owner of property who builds or improves there on, and who does such work himself or herself or through his or her own employees. provided that such improvements are not intended or offered for C/O JACK WILLSON sale. If however, the building or improvements are sold within one BOX 128 year of completion, th.e owner -builder will have the burden of proving that he or she did not build or improve for the purpose of RICHVALE, CA 95974 sale.). . (530) 882-4261 1, as owner of the property, am exclusively contracting with licensed, contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). Contractor: 0 & M INDUSTRIES 5901 ERICSON WAY I am Exempt under Article 3 of the Business and Professions Code ARCATA,CA Date: :"/, /Oc, Owner: 95521 (707) 822-8800 WORKERS'COMPENSATION DECLAffA—TION 1 hereby affirm under penalty of perjury one of the following declarations: 0 1 have and will maintain a certificate of consent to self -insure for License #: 284930 workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 13 1 have and will maintain workers' compensation insurance, as Architect: required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation Engineer: insurance carrier and policy number are: Carrier: Total Square Ft: 6400 S.F. Policy #: 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 Valuation: $153,600.00 Ce nsus Code: AD become subject to the 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 those V comply with provisions. Date: Applicant: WARNING: Failure to secure wohers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit i ere issu undert applicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the Resolution o work i icated a ve for ch fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) -- Date: Name: By:_ PERMIT EXPIRES ON: Address: (Date) 13 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code. which regulate the storage, handling and use of hazardous materials. • Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. • Attached are copies of the required E. P.A. notification forms. I hereby certify that I have read this application, that the above information Is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize reprtseritatives of Butte C I t enter upon the above mentioned property for inspection purposes. Print Name: Signature: Date: 0 Owner IZI Contractor Agent for Owner El Agent for Contractor B. C. Building Permit 01-16-04 pg 1 10 * r) LKI '7. or) BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 - CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REOUrRED AT TIME OFAPPLICA TION **PLEASE PRINT CLEARbY�>*, -2, 00 0 111K"P iS.':Zrft ) C_ CONTRACTOR FAWOM-40-, M Name Addres City 4 qlate Zip Phone Fax 0 acia 707 "'79 LV� 0 E-mail '2jk_q q 3 0 1 Class ) C_ CONTRACTOR Name 001 Name Addres City 4 qlate Zip Phone Fax 0 acia 707 "'79 LV� 0 E-mail '2jk_q q 3 0 1 Class APPLICANT SIGNATURE t -n — "�7 1 / X vg–)c For office use only: ARCHITECTIENGINEER Name Flood Zone Address Address P0 &A a! i �' _Fp city ulty e14 State Statecc-, zip I Page J CC) E-mail Approved: Phone ax E-mail State License Number APPLICANT SIGNATURE t -n — "�7 1 / X vg–)c For office use only: APPLICANT NAME Name &A Flood Zone WL Address P0 &A a! i �' _Fp city Occ. State va Book I Page Fax E-mail Approved: APPLICANT SIGNATURE t -n — "�7 1 / X vg–)c For office use only: Zoning A Flood Zone WL SRA I Yes Carrier Occ. Toe -Const Subdivision Name Map !:[7DOate Book I Page Planner Approved: PERMIT NO. - I BIN # 6-� � I LOCATION AP# e�r Property Address z2 9S _SRA Cross Str �et WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: Sq. Footage • Structure Built without Permits • Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expireone year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR SUBMITTAL REQUIREMENTS p n- 4 �4r) Received by: V.6, Amount� �1�131dg _SRA Receipt #Aq9M Sheriff vae - 0S 1 (0 Date: q-G-0� _SMIP rEmA I Oct ther I 107. !jq—Total D1=%/A_19Z_r1A SUBMITTAL REQUIREMENTS The following drawings and specifications must be submitted'to the Building Division in order to apply forapermit. INCOMPLETE SUBMITTALS WILL NOT BEACCEPTED. ALLPLANSMUSTBE LEGIBLE AND IN.INK. Residential, New, Remodels, Additions, and Accessory Structures: 0 1 3 Site Plans, signed by the preparer. NO GRAPHPAPER! o 2. 3 Complete sets of plans, signed by the preparer. NO GRAPHPAPER! OR 3 Sets Engineered plans (if required) with wet signature on plans -AND'2 sets of stampqq.p4 �igned calculations. El 3. 2 Engineered truss details and layouts (if required) (NO FAXES!). o 4. Letter from Engineer or Architect for truss design review. Ei 5. 2 Energy compliance design �nd stipporting documentation'(7Vote: Not requiiedfor additions to' mobile or modular homes.) 0 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). o 7. Detached Accessory Building Form, filled out by the property owner (if required). 11 8. Sanitation and site plan approval from the Environmental Health Department * Ei 9. Metal Buildings: (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 sj�!Wed and wk -signed by the engineer. Mobile, Manufactured, or Modular Homes: 0 1 . 3 Site Plans, signed by the preparer. NO GRAPH PAPER! ci 2. 2 Data sheets and installation instruction manual. o ' 3. 2 Marriage line information. o 4. 2 Floor plans. o 5. iEngine�red Tie Downs or Foundation plans. o 6. Sanitation and site plan approval from the Environmental Health Department. o 7. 2 Flood Elevation Certificate, wet -stamped and signed (if required). Commercial, New, Additions and Remodels: 0 1 4 Site Plans, signed by the preparer. NO GRAPH PAPER! o 2. 4 Engineered plans with wet signature on plans AND 2 sets of stamped and signed calculations, with code analysis. . o 3. 2 Engineered truss details and layouts (if required) (NO FAXES!). ci 4. Letter from Engineer or Architect for truss design review. E] 5. 2 Energy compliance design and supporting documentation (if required). * 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). * 7. Statement of Intent for Non -heated and A/C (if required). * 8. Metal Buildings: (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. ci 9. Letter of intent. 11 10. ' Hazardous Material Form. 0 11. Sanitation and site plan approval from the Envirom-nental Health Departmenf. If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530) 538-7541. OVER FOR BUILDING PERMIT APPLICATION KAFORMSSUILDING F0RMS\B1dgApp1SubRqmts.doc Page 2 of 2 REV 6-16-04 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA.95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: b4f� Nur*ti Rim Gr ASSESSOR PARCEL NUMBER Proposed Building Use: Rice- S'f'orclot �Slo Permit Technician:K,6* Date: IteIns required in order toapply for a permit? All boxes MUST be checked OR marked NA lin order to apply. \0'-W 1. Site plans, 3 o� jAets, signed by the preparer of thb plans. \Z0 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. U 3. Engineered plans, 3 ousets, with-wet-signatum-o"lans AND 2 sets of stamped and signed calculations. —Planow.koniq 0 4. Engineered truss details and layouts in duplicate. No faxesl 0 -5. Letter from Engineer or Architect for truss design. review. 0 6. Energy compliance design and supporting documentation in duplicate. 0 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. 0 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. 0 9. Metal bIdgs: (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. 10. Flood Elevation Certific6te',"w'et-stamped and signed, in-duplieate. I so tA 11. Hazardou . s I Material Form 12. Acknowledgement of building permit application without required clearances. M J>H sinnm dm)-, f-nqiln�ia 13. Other 0 R 1 lingnems needed to issue the permit. (May require addit�qnaol plan review upon receipt of the following ite I'le (Z1 Sanitation and site plan approval from the Environmental Health Department in 0 Chico 0 Oroville, as appl�ica .."Fire'Sprinklers ............................................................................................ 0 16. Agricultural Buffer cIr and site plan apr from the Ag Commissioner Sent by—.. 0 17. Soils Report and/or Engineered Foundation required ............................................ ,,Erosion Control Plan Required .......... ; ............................................................. Fees as shown on the attached Schedule of Fees Due Sheet .............................. 0 City of Chico Plumbing permit ........................................................................ 0 21. Site_,plan and business license approval from the City of Biggs .............................. . its California Department of Forest� ppl n approval 0 paid. Sent by: . ............. Planning approval for (A) Use: — (B) Parking: _(C) Parcel Check: ............ =S -I,- 06 Contact Land Development about Improvements, Drainage ........................ 11 -5//J/rZ"VC A Ae 2�5.. Fire Marshall Review (commercial projects only). Sent by: __K-_-_ a& ................. 26. NPDES Form ............................................................................ El 27. Encroachment Permit for driveway from the Public Works Dept ........................... 0 28. Contractor's license information. (Number, Name Style, Classification) ................... 0 .29. Worker's Compensation Carrier and Policy Number ..................................... ** ... 0 30. Owner -Builder Verification (_ Given to owner, —Mailed to owner) ..................... 0 31. Letter of Signature authorization ..................................... " ...... ....... - 0 32. Recorded copy of Agricultural Acknowledgment Statement.. ....... 0 33. Existing violations and/or expired permits ................................. ........ """ 0 34. Deed Restriction ......................................................... ** .... ** * ....... -- 0 35. 0 Legal description, 0 M.H. Title, title search, registration or MCO ......................... El 36. Other: 0 37. Other: When issued Telephone (5M)%S2-1k9(nJ SttVe_' —and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: 1. Index permit applica 2. Additional re , L Contractor, design r, 6 Contractor, designer, o Contractor, designer, o Plans reviewed by: — Structural reviewed by: Note transfer by: — for Date: Plan Check 0 counter, by --7\ 7V Date: wkadvis�ptke abov�fiata 15�_O' phone. Omail. I J \J was 07rs-ed of the-Zbaqe data by 0 phone, 0 mail, 0 counter, by Date: -was advised of the ab e dat by 0 phone, 0 mail, 0 counter, by Date: el I M"Ir �7 T Date: (a 4? - Plans approved by: zte —_ Date: —Date: Structural approved by: Date: Yellow: Building Division K/Building/Plan Check/Data Sheets/data sheet page 2 9.27.05 06 M� COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES — BUIELDING DIVISION 7 COUNTY CENTER DRIVE, OROVIILLE, CA 95965 PHONE (530)538-7541, FAX (530)538-2140 SCHEDULE OF RECEIPT OF FEES Website: www.buffecounty.net/dds OWNER C,011n�'q J PROP,RQSED BUILDING USE eic_e"�-40[nx \Wl. BUILDING PERMIT FEES -- Balance Due ..................... $ POL i A- FEMA Flood elevation review ... $ ---Additional plan checking Fee .... $ 2. SCHOOL DISTRICT FEES (paid at School District Office) (form available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Commercial (s*q. ftg.)..... X $0.03 = $ Sq.Ftg. WA 4. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 5. RESIDENTIAL DEVELOPMENT IMPACT FEES COUNTY WIDE (per dwelling) $ CHICO URBAN AREA (per dwelling) S EL MEDIO FIRE DISTRICT (per dwelling) S NORTH CHICO SPECIFIC PLAN (per dwelling) Zoning 6. SRA FIRE INSPECTION AND PLAN CHECK FEE $204.98 (paid at Building Division) 7. WATER TENDER FEES BATTALION # $200.00 (paid at Building Division) 8. SMIP* 15� 5 6 A.P.# ON -IF) DATE +5-QC0 RECEIPT # DATE REC. C/ -�-Q -5-/ 7 �5-- /6 _OG q-5-06 9. DRAINAGE FEE 10. OTHER_Yiy± 0(lMho I I '�qmw 5--/4;-0 11. OTHER 0QrnrntrC_jQ I TO D04 2<R'33_.S? 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 checkin process. APPLICANT z DATE t. 41 _N11 Pursuant to Government Code Section 66020, you areYereby notified that items, 2, 3, 4, �, 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. 7/05) * -) L10- '7, nri, ro �fo' BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR rNSPECTION#: OROVILLE: (530) 538-7636 - CHICO: (530) 891-2834 OFFICE 4: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICATION "PLEASE PR1NT CLEARLY" <: k" P &> -0 q N. - S - 1 %.1 CONTRACTOR OWNER Last Nam Address E rirst Name Address I city City Ph o n e . �' I 11ale" L Phone lhq Phone Fax — SOB rJ E-mail E-mail 6z) A ui_� A Cnn N. - S - 1 %.1 APPLICANT SIGNATURE X For office use only: -,Z=y CONTRACTOR Name ame I Flood Zone Address E SRA City I city Ty�e Const. Ph o n e . �' I Fax E-mail Phon� lhq Phone APPLICANT SIGNATURE X For office use only: -,Z=y ARCHITECTIENGINEER Name I Flood Zone Address SRA Address I city Ty�e Const. State ccl . �' I ��K! co Phon� I Date Approved: Phone E-mail Fax M — , e E-mail State License Number APPLICANT SIGNATURE X For office use only: -,Z=y APPLICANTNAME Name I Flood Zone JXA I SRA Address I Occ. I Ty�e Const. city �' a . �' I State rn Zip Phon� I Date Approved: Fax E-mail APPLICANT SIGNATURE X For office use only: -,Z=y Zoning Property Address a I Flood Zone JXA I SRA I Yes I Occ. I Ty�e Const. Subdivision Name Map I Book . Page I Lot # I Planner I Date Approved: OVER FOR SUBMITTAL REQUIREMENTS PERMIT NO. BINN6r, _y_ LOCATION AP# Property Address a city - Cross Street 41'1"'Jaz - - __ WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: x rn� Sq. Footage cwym_ El Structure Built without Permits 0 Proposed Change of'Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must �e made prior to the expiration of the pen -nit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. -4 Received by: Amount Bldg SRA Receipt #11T� Sheriff 19 (r 0 r:, _SMIP FE -1.4p, Date: r- loci, Other q- i 107.71 L --Total Plot Plan AftacheT Floor Plan Attached Sent to BDIDS TO: Building Division -�- Development Services FROM: Environmental Health SUBJECT: Sanitation Clearance U CA,644 061,�J�14 IjC,?3"IAwI Owner L Location AP# Plan Approved for: Sewage Disposal: Water Supply: Clearance for dwelling. Other Hold final for: Final clearance O.K. for: NOTE: Environmental Health -S-p-ecialist Building Clearance 9/2005 ic Private Well Date Butte County Fire Department Fire Marshal Building Plan Review Building Permit #: 06-0764 Date or Review: April 22, 2006 Reviewed by: Stew& F&W&4-, Rm Captai*v L4h-/Sajity Offix" No fire department requirements. ,;�,O Tre Butte CourityDepartmei2tof-Developiyle]2tSel-TII'Ces 0 7 County Center Drive oroville, CA 95965 (530) 538-7601 Telephone 0 ljj JR4 1 (530) 538-7785 Facsimile BUILDING PERMIT APPLICATION WITHOUT REQUIRED CLEARANCES I request and authorize the Building Division to process this building permit application through the plans examination process WITHOUT first obtaining all necessary, related permits and clearances from other regulatory entities, including but not limited to, Planning, Environmental Health, Land Development, County Fire, and Agriculture. I hereby acknowledgd: I need to submit applications for septic andlor well to Butte County Environmental Health immediately. I am required to bring the approved Environmental Health site plan and approved sanitation clearance to the Building Division as soon as clearance is obtained. I am responsible for notifying Development Services, in writing, to stop proCeSSLng Of the application and to arrange for'disposition ofplans. The Building Division will process the application through the plans examination process, as submitte(:l, without input from other regulatory entities that could prohibit issuance of the b Alding permit or require submission of amended buildin plans to the Building Divisio - Once the plans examination process begins, there will be no refund of plans examination fees. Any changes requiring submission of amended plans to the Building Division will incur additional fees. Within one year from the date of application for a building permit, all other required permits and clearances from other.. entities must be obtained for the permit to be issued. Failure to obtain these permits/clearances will void the application. Typically other required permits/clearances include, but are not limited to, verification the parcel was legally created, adherence to. all 'Mitigations and conditions imposed on the parcel at time of creation, as well as zoning requirements, legal access, and applicable set -backs and environmental issues (fire, agriculture buffer zones, and habitat/speries). Please print: ApplicantName* 9*k1re 12 APN: is jcn I ick if PerrnitNo.: Building site address: 4(9.3 ZdVaJ L4L— DLCV4-- I have read, understood and accept the terms and conditions as expressed herein as indicated by my submission of the above -referenced building permit application and my signature below: --%A bl� T DA E sid!��TURE4-0f APP BUTTE COUNTY ENVIRONN1ENTAL HEALTH DEPARTNIENT HAZARDOUS MATERULS AND EMISSIONS QUESTIONNAIRE (A BUILDrNG PERNIIT CANNOT BE APPROVED WITHOUT THIS CONIPLETED FORM) PROJECT ADDRESS 1113 Arlt)96- IAOY�A.P.#O -155-003 BLDG.PERNUT# 060769 TIRM NAME ADDRESS > CITY, STATE, Z pn 06 NATURE OF BUSINESS CONTACTPERSON PHONE NUMBER _216aue- 1. Does your. business or that of your tenants handle, store, or transport hazardous materials? N YES( NOTE: Hazardous materials are defined as any material that, because of its quantity, concentration, or physical or chemical characteristics, poses a significant present or potential hazard to human health and safety or to the environment if released into the workplace or the environment. "HAZARDOUS MATERIALS" include, but are not limited to: hazardous chemicals, hazardous waste, paints, oils, lubricants, fuels, flammables, combustibles, corrosives, gases, and any material which a handler or the administering agency has a reasonable basis for believing to be injurious to the health and safety of persons or harmful to the environment if released. - 2. Do you or,,Aril] your future tenants handle, store, or transport 55 gallons, 500 pounds, or 200 cubic feet (at standard temperature or pressure), of formulation containing hazardous material? N YE S If you answer YES to I or 2, contact the'Butte County Environmental Health Department at (530) 891-2727. for a review of the project. 3. Is the business/facility/operation to be located within 1,000 feet of the outer boundary of a school or a school site? N0114 YES IF YES, Name of school: 4. Does the business/facility/operation have the potential to emit any air pollutants: e.g. dust, soot, odors, fumes, vapors, or other volatile compounds? NO YES bd IF YES, contact the Butte County Air Quality Management District at (530) 891-2882 for permit requirements. Owner or Authorized Company Representative 9J, -,J, Date BCEHD BCAQMD F-1 F-1 BCEHD Signature BCAQMD Signature The applicant has met or is meeting the applicable requirements of Section 25505, �5533, and 25534 of the Health and Safety Code and the requirements for a p ermit from the Butte County Air Quality Management District. The above regulations DO NOT apply to this facility. Date Date 03/02 White -Bldg. Div. Yellow-BCEFID Pink-BCAQNM Goldenrod -Fire Dept. BUTTE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT HAZARDOUS MATERIALS AND EAUSSIONS QUESTIONNAIRE (A,BUILDING PERNHT CANNOT BE APPROVED WITHOUT THIS COWLETED FORM) PROJECTADDRESS ltq3 BLDG.PERNUT# n607(fig FIRM NAME h�- ADDRESS 4,-)x Uo Z�_jos�t,_ CITY, STATE, ZIP 9-65 IVY NATURE OF B�SINESS R1 . . cq!� j) it %,,4A_'SG CONTACTPER .'Ck SON. gle PHONE NUMBER —41 IL NJ 1. Does your business or that of your tenants handle, store,.or transport hazardous materials? NOX,, YES( NOTE: Hazardous materials are defined as any material that, because of its quantity, concentration, or physical or chemical characteristics, poses a significant present or potential hazard to human health and safety or to the environment if released into the workplace or the environment. "HAZARDOUS MATERIALS" include, but are not limited to: hazardous chemicals, hazardous waste, paints, oils, lubricants, fuels, flammables, combustibles, corrosives, gases, and any material which a handler or the administering agency has a reasonable basis for believing to be injurious to the health and safety of persons or harmful to the environment if released. 2. Do you or will your future tenants handle, store, or transport 55 gallons, 500*pounds, or,206 cubic feet (at standard temperature or pressure), of formulation containing hazardous material? NOV YES( If you answer YES to I or 2, contact the'Butte County Environmental Health Department at (530) 891-2727 for a review of theproject. 3. Is the business/facility/operation to be located within 1,000 feet of the outer boundary of a school or a school site? NO YES /X IF YES, Name of school: 4. Does the business/facility/operation have the potential to emit any air pollutants: e.g. dust, soot, odors, fumes, vapors, or other volatile compounds? NO YE S A IF YES, contact the Butte County Air Quality Managemeni�bislt�& at (530) 891-2882 for permit requirements. Owner or Authorized Company Representative E Date Itz BCEHD BCAQMD The applicant has met or is meeting the applicable requirements of Section 25505, �5533, and 25534 of the Health and Safety Code and the requirements for a p ermit from the Butte County Air Quality Management District. F-1 F-1 The above regulations'DO NOT apply to this facility. 14 BCEHD Signature Date BCAQMD Signature Date 03/02 Wiite-Bldg. Div. Yellow-BCEHD Pink-BCAQNM Goldenrod -Fire Dept. BUTTE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT HAZARDOUS MATERIALS AND EMISSIONS QUESTIONNAIRE (A, BUILDING PERNUT CANNOT BE APPROVED WITHOUT THIS CONPLETED FORM) PROJECT ADDRESS /113 Atclu414�- /A�/A.P.#09-q-155-00'b BLDG. PERNUT # FIRM NAME A C', A ADDRESS 46 CITY,STATE,ZIP NATURE OF BUSINESS wire A -Nr- S 4ril A CA 11! CONTACT PERSON to ccNeaft PHONE NUMBER 1. Does your business or that of your tenants handle, store, or transport hazardous materials? N 0 YES( /Y-�) NOTE: Hazardous materials are defined as any material that, because of its quantity, concentration, or physical or chemical characteristics, poses a significant present or potential hazard to human health and safety or to the environment if released into the workplace or the environment. "HAZARDOUS MATERIALS" include, but are not limited to: hazardous chemicals, hazardous waste, paints, oils, lubricants, fuels, flammables, combustibles, corrosives, gases, and any material which a handler or the administering agency has a reasonable basis for believing to be injurious to the health and safety of persons or harmful to the environment if released. 2. Do. . you or will your future tenants handle, store, or transport 55 gallons, 500 pounds, or 200 cubic feet (at standard temperature or pressure), of formulation containing hazardous material?" NO YES If you answer YES to I or 2, contact the Butte County Environmental Health Department at (530) 891-2727 for a review of the. project. 3. Is the business/facility/operation to be located within'1,000 feet of the outer boundary of a school or a school site? N 94 YES IF YES, Name of school: 4. Does the business/facility/operation have the potential to emit any air pollutants: e.g. dust, soot, odors, fumes, vapors, or other volatile compounds? NO YES IF YES, contact the Butte County Air Quality Management District at (530) 891-2882 for permit requirements. Owner or Authorized Company Representative slyv 4 1-11K CA -Y4 Date BCEHD BCAQMD F-1 F-1 BCEHD Signature BCAQMD Signature The applicant has met or is meeting the applicable requirements of Section 25505, �5533, and 25534 of the Health and Safety Code and the requirements for a permit from the- Butte County Air Quality Management District. The above regulations DO NOT apply to this facility. Date Date 03/02 Wbite-Bldg. Div. Yellow-BCEI-ED Pink-BCAQM[D Goldenrod -Fire Dept. $ BUTTE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT ELAZARDOUS MATERIALS AND ENUSSIONS QUESTIONNAIRE (,�,BUILDING PERNUT CANNOT BE APPROVED WITHOUT THIS CONPLETED FORM) PROJECTADDRESS Aiciueifif- - I 1'�` Q 0 *b BLDG. PERNUT #. IV C11 6 FIRMNAME ADDRESS Dr,)i g, -;,k 0 CITY,STATE,ZJP NATURE OF BUSINESS CONTACT PERSON !R�'41C I C C"Aj ro PHONE NUIVMER 1. Does your business or that of your tenants handle, store, or transport hazardous materials? N 0 YES( NOTE: Hazardous materials are defined as any material that, because of its quantity, concentration, or physical or chemical characteristics, poses a significant present or potential hazard to human health and safety or to the environment if released into the workplace or the environment. "HAZARDOUS MATERIALS" include, but are not limited to: hazardous chemicals, hazardous waste, paints, oils, lubricants, fuels, flammables, combustibles, corrosives, gases, and any material which a handler or the administering agency has a reasonable basis for believing to be injurious to the health and safety of persons or harmful to the environment if released. 2. Do'you or will your future tenants handle, store, or transport 55 gallons, 500 pounds, or 200 cubic feet (at standard temperature or pressure), of formulation containing hazardous material? NON<)" YES If you answer YES to I or 2, contact the Butte County Environmental Health Department at (530) 891-2727. for a review of the project. 3. Is the business/facility/operation to be located within 1,000 feet of the outer boundary of a school or a school site? NO YES IF YES, Name of school: 4. Does the business/facility/operation have the potential to emit any air pollutants: e.g. dust, soot, odors, fumes, vapors, or other volatile compounds? NO ( ) YE SIN, IF YES, contact the Butte County Air Quality Management District at (530) 891-2882 for permit requirements. Owner or Authorized Company Representative S-,�,, Qc7 Date BCEHD BCAQMD F-1 , -1 -1 , F F BCEHD Signature BCAQMD Signature The applicant has met or is meeting the applicable requirements of Section 25505, �5533, and 25534 of the Health and Safety Code and the requirements for a permit from the Butte County Air Quality Management District. The above regulations DO NOT apply to this facility. Date Date 03/02 White-Bidg. Div. Yellow-BCEHD Pink-BCAQN1D Goldenrod -Fire Dept. 01 N V 14, 0 UC Department of Public Works .-C 0 U n t Y o f B U t. -t e J. Michael Crump, Direetor LAND DEVELOPMENT DrVUION Stcr.rn Water Management Pra%rarn 7 Caunry Center Dd.ve Oroville, CA 95965 (530) 538-7-266 (FAX) 53S-7171 National Pollutant DiscMrge Elimination System (NPDES) Phase 11 Construction Storm Water Permit and Storm Water Po'llution Prevention Plan (SWPPP) Acknowledgement rLESS THAN I ACRE Project Description: Project Location and/or Parcel Number: C_ ff-c-lix - le, I 14LL By sig�ing below, L -the project owner/owner's agent, cerffy that this project WILL NOT DISTURB I acre or more of land- and that L therefore, do not nee4i to apply for a Construction Storm Water Permit &o.ra the State of California Regional Water Quality Control Board. Phased projects that contain multiple site -build -outs of less than odeacre but when combined with subsequent phases total more than one acre of distuibed soil will reqidre a C.onstruction Storm Water Permit from the State of California Regional Water Quality Control Board - I am aware that submittincr false and/or inaccurate information or. failure to apply for a Construction Storm Water Pen -nit from the State of California Regional Water Quality Control Board for a project. that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: v� 4w� Ili Title: r,__hW/5 1 *6 -ALh -wr bate: —p6 BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES COUNTY CENTER DRIVE - CROVILLE, CALIFORNIA, 95965 - TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT PERMIT NO. Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This strubture shall not be a place . of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PA,RCEL NQ.- A66EG6G42rPAf1eEt-NQ. /L�rf-- F1 .,QWNW PHONE 10 6q #&- BEa. - Y�gc I OWNFR'SADNRESS yo. 412& L AT)ONOFBUILD 6 12.3 ZcAfaie 4ASU, 41'r A 60 USE OF BUILDING R I SIZE OF STRUCTURE A,452C—r SO. FT. TYPE OF CONSTRUCTION: WOOD FRAME — STEEL CONCRETE — OTHER (Specify) TYPE OF SIDING S'1--1aiF L ROOF COVERING S =- C 4. 1 1 FLOOR TYPE 746 -17727--7EL zinc-&�erc ESTIMATED COST OF CONSTRUCTION $ r,= 4 Mo AG Buildings'shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: FRONT /P"44*",, SIDES REAR AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. I declare under penalty of perjury that the building will be used as stated about, and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. Date ;� Signature of Owner Permit Fee - $60.00 The above described AG Building is exempt from a building permit. /< PA�El- .70 1 R Receipt No. Manager Building Division By White — DPW, Yellow — Assessor, Pink — B.-I..-Gold.enrod — Applicant Date Z - BUILDING DIVISION COUNTY OF BUTTE -DEPARTMENT OF,DEVELOPMENT SERVICES 7 COONTY CENTER DRIVE'- OROVILLE, CALIFORNIA 9596*5 - TELEPHONE: (530) 538-75414 AGRICULTURALBUILDING EXEMPTION PERMIT PERMIT NO. Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm impI6., ments, hay, grain, poultry, livestock, or"other horticultural products. This structure shall not �Pea place of human ha ita#tion or a place of employment wheire'.agricultural products are processed, treated, or packaged, nor shall it be a placefused by th6 public. . �A ASSESSOR PARCEL NO. oc) Egg - 1 &5 ASSE-SSE)R-PARC-EL-N&. /1V _PW N4.1 PHONE 1`40. ( e.Dr JAN -k/ f,�OJC_Rw me I A!M a OWNE 'S ADDRESS Rcak- - LOC,ATIONOFBUILDN,G Ile �Ila U SE OF BUILDING eg_ SIZE OF STRUCTURE C) X icr SQ. FT. TYPE OF CON STRUCTION: I �� WOOD FRAME STEEL CONCRETE OTHER (Specify) TYPE OF SIDING ROOF COVERING FLOOR TYPE ESTIMATED COST OF CONSTRUCTION $ , �24;71) , = AG Buildings'shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: . 4U4 FRONT SIDES REAR Ad6uildings shall be a min.imurn of five (5) feet from any septictank or leach fields. AG Buildings less than 1600 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1'000 sq . ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, an"d 40Jeet from a commercial building. I declare under,,penalty of perjury that the building will be used as stated about, and the purposed use confirms with the I I AG Building definition. If any chang-ein use or occupancy of the building is made, I will contact the Building Division and �r - 6b,tain any njecessary per m*its, inspections, and approvals to comply with the requirements in effect at that time and before occupancy./ Date Signature of Owner (Permit Fee':. $60.00 The above described AG Building is exempt from a building permit. 'or I , I FL;VD I PARGEL I P popgai t Kin 7 ROOFING ISSUE] Manager Building Division By White — DPW, Yellow — Assessor, Pink B. (d&�_gnrod — Applicant Date BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE — OROVILLE, CALIFORNIA 95965 — TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT PERMIT NO. Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall notpe a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NO. A-SSESS9R-PAR@EL-NQ 1-5 .,QWNER (-.:tcr Y� PHONE 90. OWNER'S ADDRESS Oc-.,. Ac>k / I LOCATION OF BUILDING '* J/9 .000, USE OF BUILDING '<'rc SIZE OF STRUCTURFZ. SO. FT. TYPE OF CONSTRUCTION: I WOOD FRAME — STEEL. CONCRETE OTHER (Specify) TYPE OF SIDING f ROOF COVERING FLOOR TYPE S7ket ESTIMATED COST OF CONSTRUCTION AG Buildings'shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: FRONT SIDES REAR AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor areashall be located a minimum of 6 feet from a resid6nce, 10' feet from a mobilehome, and 23 feet from a commercial building. I AG Buildings greater than 1000 s�. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, an'd 40 feet from a commercial building.. I declare under penalty of perjury that the building will be used as stated about, andfhe purposed'use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. Date s: Signature of Owner Permit Fee - $60.00 The above described AG Building is exempt from a building permit. FLOOD I PARCEL I PQ ROOFING [ISSUI 0. -? - I & v� 10 1 Receipt N 70 Manager Building Division By White — DPW, Yellow — Assessor, Pink — B. [::-Qoldenrod — Applicant Date BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT PERMIT NO. Ab Z015 Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NO. Ccl)3 ASSESSORPAReEL-NG- OWNER y AAe PHONE NO. OWNER'S ADDRESS 10e . t -?CA /I LOCATION OF BUILDING 9-3 .4,11 /1 oel USE OF BUILDING � ir r Sw ey-LA qC SIZE OF STRUCtU RE. 1-1 V /. q -C7 SQ. FT. TYPE OF CONSTRUCTION: WOOD FRAME — STEEL CONCRETE OTHER (Specify) TYPE OF SIDING ROOF COVERING FLOOR TYPE S77!i6t Sm E -1 - ESTIMATED COST OF CONSTRUCTION $ eno AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: ji�5 SIDES 2, REAR FRONT I i" 1.4. AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. I declare under penalty of perjury that the building will be used as stated about, and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. Date— Signature of Owner Permit Fee - $60.00 The above described AG Building is exempt from a building permit. FLOOD I PARCEL I P.D. I ROO ING Receipt No. 'S�tl/��7 I I A' V V ISSUE Manager Building Division By White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant Date TO: Building Departmerit FROM: Environmental Health SUBJECT: Sanitation Clearance Z93 Owner Location Plan Approved for: Siewaqe Disposal Wate Su ly: Public Clearance for 4vveft(y Other Hold final for: Final clearance O.K. for: NOTE: E.H. USE ONLY Plot Ran Attached. VA::* Root Plan Attached Sent to S.D. 0 *7 AP# Private Well Environ M BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (630) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BP050321- PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS 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 Issued Date: 04/18/2005 APN: 029-240-044-000 the Business and Professions. Code, and my license Is in full force and effect. License Class : q 66 1 6(-j n' License Number: Site Address: 1119 RICHVALE HWY. RIC Date: Contractor: r, /, ". Map Index: Description: STEEL BIN -STORAGE FOR RICE 60 FTX80 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I ain exempt from the FT Contractors' State License Law for the following, reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior BUTTE COUNTY RICE GROWERS to its issuance, also requires the applicant for -such p6rmit to file a Owner: signed statement that he or she is licensed pursuant to the provisions of ASSOCIATION the Contractor's State License Law (Chapter 9 commencing with Section P 0 BOX 128 7000) of Division 3 of the -Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any RICHVALE, CA violation of Section 7031.5 by any applicant for a permit subjects the 95974 applicant to a civil penalty of not more than five hundred dollars ($500).): El 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 (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, Applicant: BUTTE COUNTY RICE GROWERS provided that such improvements are not intended or offered for ASSOCIATION sale. If however, the building or improvements are sold within one 0 BOX 128 year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of RICHVALE, CA sale.). 95974 1. as owner of the property. am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and P(ofessions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for.such projects with a contractor(s) licensed pursuant to the Contra6tors' State License Law.)., Contractor: 0 1 am Exempt under Article 3 of the Business and Professions Code L& Date: -5-12A5- Owner- - WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: C3 I have and will mainiain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the License #: Labor Codejor the performance of the work for which this permit is issued. Q I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation Architect: insurance carrier and policy number are: Engineer: Carrier: Policy #: I certify that in the performance of the work for which this permit is Total Square Ft: 14103 S.F. issued, I shall not employ any person in any manner so as to Valuation: $380,781.00 become subject to the 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 Census Code4 fo� , "ith comply with hose provisions. zce- Date: - , LA Applicant: WARNING: Failure to secure workers' compensation coverage is unlawful' and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), In addition to the- cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit is h by is�ydd r the plicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the of the work for which thispermit is issued (Sec 3097 Civ.) R asolutions 1 0 w 0 Ic abo for w0h fees have been paid. performance B Date: Name: . S7- 9 -D Address: PERMIT EXPIRES ON: (Date) 0 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage. handling and use of hazardous materials._ Cl 11 Notification In accordance with Section 1 �827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. 0 Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with 911 county and state laws relating to building construction. I acknowledge it Is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes. Print Name: I r1t- Lki-lN Signature: _Q Date: Z !2 Lo /19 ,Q Owner El Contractor /,K_Agent for Owner 0 Agent for Contractor L7 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES — BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 SCHEDULE OF RECEIPT OF FEES ;ED BUILDING USE &Zp; � 1. UILDING PERMIT FEES 0- Balance Due ................. "" V V- Additional Fees �ue*�..$ --- Revised Plan Checkin—gTu-- HOOL DISTRICT FEES IL�)i at School District Office) (form availaMe After Plan Check) 3. SHERIFF FEES (paid at Building Division) A.P. # DATE RECEIPT # DATE FEC. Residential ............ X $360.00 =$ Units Commercial (sq. ftg.)..... X $0.03 = $ 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 $89.00 (paid at Building Division) 8. WATER TENDER FEES BATTALION # $200.00 (paid, at Building Division) - 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone x = $ Zone # Units Amt. Commercial (sq. ftg.) ......... x $ Sq. Ftg. __ Amt. C4 -1 L4 10. OTHER At time of permit application, I was advised 1he above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking process. 2, V- / — . APPLICANT '5e�� DATE 42�0!5 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 Yel low-Appl i cant Pink -Owner (rev. 2/2003) M, 1�� COUNTY OF BUTTE-DEPARTM�NT OF DEVELOPMENT SERVICES -BUILDING DIYISION 7 County Center Drive, Oroville, C 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: 6.0 c- ASSESSOR PARCEL NUMBER ()(9-49 0 Counter Technicianokw/�� Date: Proposed Building Use: AA4 ,, &�� Items required in ordei to apply for a permit./All bbxes MUST be checked OR marked NA in brde-r io appl.. 0 1 . Site plans, 3 or 4 sets, signed by the preparer of the plans. 0 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. 0 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 0 4. Engineered truss details and layouts in duplicate. No faxes! 0 5. Letter from Engineer or Architect for truss design review. 0 6. Energy compliance design and supporting documentation in duplicate. 0 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. 0 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. 0 9. Metal bldgs: (A) Med 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. 0 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate 0 11. Site plan and business license approval from the City of Biggs 0 12. Letter of intent for non-residential buildings 0 13. Detached Accessory Building Form filled out by the owner cl/ 14. Hazardous Material Form j 15. Sanitatioh and site plan approval from the Environmental Health Department in 0 Chico 0 Oroville, as applicable. 0 16. Other j; ke m*aining it . em , s� , n - eeded to issue the permit. (May require additional plan review upon receipt of the following items.) 0 1 7� Fire Sprinklers ............................................................................................ 0 18. Agricultural Buffer dand site plan apr from the Ag Commissioner Sent by-.. 0 19. Soils Report and/or Engineered Foundation required ........................................... ........ 20. Erosion Control Plan Required ........................................................................ ........ Fees as shown on the attached Schedule of Fees Due Sheet .............................. 0, Q-22" City of Chico Plumbing permit ......................... : ............................................. 0 23. California Department of Forestry plan approval 0 paid. Sent by: ............. 0 24. Planning approval (A) Use: -(B)Parking: _(C) Parcel Check: 0149,o'" (75)Contact Land Development about Improvements, - Drainage ......................... 0 ."26� NPDES Form ............................................................................................. 0 27. Encroachment Permit for driveway from the Public Works Dept ........................... 0 28. Pre -inspection for required ....... j/ 0 29. Contractor's license information. (Number, Name Style, Classification) .................... 0 30. Worker's Compensation Carrier and Policy Number ............. 0 31. Owner -Builder Verification (_ Given to owner, -Mailed to owner) ................ 0 32. Letter of Signature authorization ............................................................... 0 33. Recorded copy of Agricultural Acknowledgment Statement ........................... 0 34. Manufactured home utility clearance ..................................................... 0 -35. Existing violations and/or expired permits ............................................... ......... 0 36. Deed Restriction .......................................................................................... 0 37. 0 Grant Deed, 0 M.H. TitleZ tatement of Facts, 0 Letter from Legal Owner, 0 Che to HX.D. Xe- 0-3T�Other(_JnQ,1x,�,/7 A 100 01 -,m �-Z --;,2 V 0 (-39� Otl�er: When issued Telephone �S sa.,;)L and hold for pickup. I have been informed of the aropvg%em��uire;��t�o?o'btaining 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 0 phone, 0 mail, 0 counter, by Date: Contractor, designer, owner, was advised of the above data by 0 phone, 0 mail, 0 counter, by Date: Plans reviewed by: Date: Plans approved by: t A �,- Date: Structural reviewed by: Date: Structural approved by: kAit Note transfer by: Date: /0- .5- I V.11_- School District A.P. Number Property Owner BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) U V 0 0�? —D q0 — Qq�-Jurisdlctlon: Cip Property LocationlAddress Subdivision Building Department No. Lot No. County Residential Development No of Living Mobile Home Addition/ *Supplemental to Units Installation Conversion Permit # .......................................................... *(No foundation Inspeclion) . ..... Commercial/Industrial k Now [Yuildiiig Department Represintative F=__ DS -030L t Sq. Footage (Group R) Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Sq. Footage (Indluding Exterior f Roofed Areas) Date District Identification No. "-School District certifies that �'Ifrx A (Applicanti— (Street Address) (City) (Phone Number) lZip Code) has complied with the requirements of Resolution No. by payment of $ .* kf , 67 1 - representing sqUare i6et., School District Oaid-by Chock # Remarks: L 2926 $ FUL.L. MMGATION $ Date Nofte: You may protest the. Imposition of the too* Identified above by submititIng a written pr~ to #0 District, In con Lance with Government Code Secthm 66020(a), wffldn 90 days from the date Wes am paid. Failure to submilt a timely written protest wln,prohlblt youffomchalliengingthel ipn Ition afthe few In any court actlon. ff. subsequent to the School District Representative signing this Butte County Schools Impect Fee certification Form6 the School . Disbid Is notified by the applicable Local Planning Agency thei this project Is being revIewed under the California Environments! Quality Act (CE04 Mis 1p -1 "may be subled to additional school fees to fully milligaile. Its Impact on the school distrieft schools. White (applicant), Yellow (building department), Pink (school district) feefonn.xIs 110103)dmT "ep I I Irq j -P, - C'j This map may or may not be a survey O�L�Iand depicted hereon, You should not rely uk!Lhjl for any purpose other than orientation to the . general location Of the Parcel or parcels depIcted. BIDWELL TITLE & ESCROW Co., expressly disclaims any liabifity for alleged loss or damage which may result from reliance on this map. T. 19 N. R-2 E. M.D.B.& M. 15 RIGHVALE d6LONY Na I KO.R. 8K. 6 06- 92 ,57-56 Tax Area Cad* 57 37 ?9- 24 57:50 .57-65 1'- 400' 7. 10 A . . . . . . . . . . . . . J4.8AC J8.619 AC! NOTE—ASSESSOJrS PARCEL ALOCX & LOT NVAaERS SHOWN IN CbX1ES Assl'�.ssor's Map Na. 29 -24 ,,:,County of Butte, Cofif. nEVISEX 10- 90 TS AC t: r'0 T9 66 V.!4 Az: 4 Zy. 3'j AC. 9 @EA,-: PW81.55 652" NQ 13 14 15 Is RIGHVALE d6LONY Na I KO.R. 8K. 6 06- 92 ,57-56 Tax Area Cad* 57 37 ?9- 24 57:50 .57-65 1'- 400' 7. 10 A . . . . . . . . . . . . . J4.8AC J8.619 AC! NOTE—ASSESSOJrS PARCEL ALOCX & LOT NVAaERS SHOWN IN CbX1ES Assl'�.ssor's Map Na. 29 -24 ,,:,County of Butte, Cofif. nEVISEX 10- 90 W S+ 12 ca Cd U) 0 F Richvale Rice Drier Two Water Capture Sump Holes Rice Field tn 0 ch :3 0 9 /12 Pit #3 '8E Pit #4 0 L7E4) 5E- 0 0 CO Warehouse #2 car loading i - Warehouse #7 Warehouse #11 4 —_ F - co Warehouse CL E m 0 4) >1 > Richv�a 0 Cm Repair Sh PUTTE COUNTY Ritt GR WERs MsoclATION 1 Richvale Highwag 93 :(Drier/Mai� Office) t .1,12,1-Ri6hvaleiHig��ay�-su�ply/F-e,r-t./Chem.: OX ""128 O -,B Richvale:CA'195974�01281., Fax 530/862�4�80 - Tel:'530/882,4261 Sb 530/882!4522,Fii�Z30/882-4376 pply't6l.i --WkfW&v -------------------- Richvale Cafd 4 F �Dl S 0;a k�i 6 Slab it #2 040 Warehouse #9 Warehouse #10 Richvale ICIA 1�5 Irrigation District Pq r" Lundbe CCO Butte D 00000 Union Pacific Railroad E 0 2 CY) Pits CO) it 91 0 -C Drier #1 M it #2 040 Warehouse #9 Warehouse #10 Richvale ICIA 1�5 Irrigation District Pq r" Lundbe CCO Butte D 00000 Union Pacific Railroad N SITE PLAN REVIEW APPLICATION Date:, V -/C--) 106 AP# C) 0 Permit Number (if applicable)AS 0/,�S_- Bin Number Parcel Size: Telephone No.: Proposed Use: Zone: Residential E] New Single Family Residential E] Single Family Addition E] Single Family Remodel Fj Mobile Home Residential Accessory Permanent Second Dwelling F1 Temporary Mobile Home (Aunt Minnie) R Temporary Travel Trailer F1 Multi -family Non-residential F] New Commercial F1 Commercial Addition F] New Industrial ;Klndustrial Addition Other F� Septic F� Agricultural Exempt Building F� Other: R Commercial Remodel F-1 Industrial Remodel F-1 well F1 Agricultural Buffer Form Brief Explanation/Issue: IU4_� n't C��JL, ( �'- 1-1 4� /-7 C-1 'e DEVELOPMENT SERVICES INFORMATION (For Staff Use) GP: ��pproved Conditionally Approved El Resolve Problems Prior to Approval El Resolved ZBy Date ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: F-1 Williamson Act Minimum Acreage: F] Residence can be built per contract F-1 Watershed Protection Overlay Zone F-1 SRA - (CDF to determine specific requirements) F-1 100 -Year Flood Plain: Flood Zone: Flood Panel No.: Index Date: 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 Chapman/1\4ulberry Cohasset Area Use Requires: a. Zoning: /7 General Plai . Applicable Building Setbacks: N -- Use Permit Streets & Highways Variance Subdivision Map Agricultural Worker Affidavit ce) Administrative Permit Minor Use Permit Side Minor Variance a. Zoning: /7 General Plai . Applicable Building Setbacks: N -- Setbacks identified on site Plan. El CDF approval needed for encroachments into SRA setbacks. F-1 Use Permit/Minor Use Permit Permit Number: Date of Approval: 2 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front ce) Side Side Street Rear Height Waterway N/A N/A N/A Setbacks identified on site Plan. El CDF approval needed for encroachments into SRA setbacks. F-1 Use Permit/Minor Use Permit Permit Number: Date of Approval: 2 Parcel Created By: F -I Deeds: Date of Creation: Legal Access Provided: El No R Yes Deed of Reference: Legal Access Required El No [—] Yes Parcel Frontage on Publicly Maintained Road: El NoEl Yes, Road Name: Complies with unty Standards for Deed Creation:F� No Yes 9Z 6q '90 Comments: A—'—,"'ft 9, CPA /' F -I Parcel Deemed to be legal E] Verify Legal Parcel E] Verify Legal Access El Provide Deed of Creation F -I Obtain a Certificate of Compliance F� Obtain a Merger [:] Obtain a Lot Line Adjustment Construct road to: E] Meet Parcel size required by zone Meet current Environmental Health Department requirements El Subdivision Mai)/Parcel MaR: Map Date of Recording: Lot: . Book: Page: Z, � BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BPO50321 LICENSED CONTRACTORS 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 Issued Date: 04/18/2005 APN: 029-240-044-000 the Business and Professions Code, and my license is in full force and effect. License Class License Number: Site Address: 1119 RIC'HVALE HWY RIC Date: Contractor: Map Index: Description: STEEL BIN -STORAGE FOR RICE 60 FTX80 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law the following reason (Sec. 7031.5 FT- FNDN ONLY -for Business and Professions Code: Any city or county which requires a permit to construct, after, Improve, demolish, or repair any structure, prior to its Issuance, also requires the applicant for such permit to file a Owner: BUTTE COUNTY RICE GROWERS signed statement that he or she Is licensed pursuant to the provisions of ASSOCIATION the Gontractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or P 0 BOX 128 she is exempt therefrom and the basis for the alleged exemption. Any RICHVALE, CA violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than rive hundred dollars ($500).): 95974 C3 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 (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of properly who builds or improves thereon, and who does such work himself or herself or through his or her own employees, Applicant: BUTTE COUNTY RICE GROWERS provided that such Improvements are not Intended or offered for ASSOCIATION sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of P 0 BOX 128 proving that he or she did not build or improve for the purpose of RICHVALE, CA sale.). 95974 1. as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or Improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). 1 am Exempt under Article 3 of the Business agd Code Contractor: 'Pro[jasslons Date: V4_� Owner: WORKERS'COMPENSATION DECLt;AI70N I hereby affirm under penalty of perjury one of the following declarations: 0 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 License #: Is issued. 0 1 have and will maintain workers' compensation Insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit Is issued. My workers' compensation Architect: insurance carrier and policy number are: Engineer: Carrier: Policy , certify that in the performance of the work for which this permit Is Total Square Ft: 14103 S. F. issued, I shall not employ any person in any manner so as to Valuation: $380,781.00 become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' Census Code: compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: Applicant: WARNING: Fallurd to secure workers' compensation coverage Is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), In addition to the cost of compensation, damages as provided. foQn Section .3706.of the Labor code, interest, and attorney's fees. boo CONSTRUCTION LENDING AGENCY This permit Is hereroy Issued under the applicable provisions of the Butte County Code and/or I hereby affirm that there Is a construction lending agency for the 3097 Civ.) Resolullo d ork Indil ated above for vyhich fees have been paid performance of the work for which this permit Is Issued (Sec By: Date: Name: PERMIT EXPtq ON: Address: (Date) 0 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. 0 Notification In accordance with Section 19627.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. 0 Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information Is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with to the substance of any official form or document of Butte County. I hereby all county and state laws relating to building construction. I acknowledge it Is unlawful alter authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes. Print Name N_.r�_/J1,9 jl� Signature: . . .............. _1WO-5- Date: Owner 0 Contractor El Agent for Owner 0 Agent for Contractor I I r nA BUTT COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 - CHICO: (530?)891- 4 g2 OFFICE #: (530) 538-7541 a 3 Tj X�� A FEE WILL BE REO UIRED A T TIME OF APPLICA N: Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY" APPLICANTSIGNATURE X _W�- &L�v For office use only: qz:z;,;;o OWNER Name CA' Last Name Address irst N r city (21 ;i6qc- a Zip oc Address lc� 6�, ) E-mail Ci"d-IC-4"�- Lic. State G "I zi, qiwn Phone Name Fax E-mail Phone Fax W1 q_9 910 E-mail &CZA '. ccq'n APPLICANTSIGNATURE X _W�- &L�v For office use only: qz:z;,;;o CONTRACTOR Name CA' city ;�C� ux-'L Address 10 city (21 q1 State Zip Phone N, 1601 Fax E-mail etc! Lic. APPLICANTSIGNATURE X _W�- &L�v For office use only: qz:z;,;;o ARCHITECTIENGW�ER Name city ;�C� ux-'L Address 10 City ' aL_e-_> Stat� if -'7 I zi§m 7-!� Phone N, 1601 Fax E-mail etc! State License Number APPLICANTSIGNATURE X _W�- &L�v For office use only: qz:z;,;;o APPLICANT NAME Name city ;�C� ux-'L Occ. IL (� )-- .&�Js Address Map Book 7�7 CA C_ City I Date Approved: State C, Zip etc! qiq ov— Phone Name Fax E-mail APPLICANTSIGNATURE X _W�- &L�v For office use only: qz:z;,;;o Zoning Flood Zone 1 ,4 1 SRA I Yes city ;�C� ux-'L Occ. IL Type Const. Subdivision Name Map Book 7�7 Lot # Planner I Date Approved: OVER FOR SUBMITTAL REQUIREMEN T5 K:\FORMS\BUILDING FORMS\BldgAppISubRqmts.doc Page 1 of 2 PERMIT NO. BIN # a - Description or Scope of Work: k6w �R" -'skow )�7)c RL!'�2 Sq. Footage �00 �q ;Pav4d' W) )47A/I • Structure Built without Per it 100 m"s • Proposed Change of Occupancy TUi( �00061f4 (Note previous use): - sl? -e :::, EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. _Q_ Qm C_ 0 _ _ Received by.. Amount: Bldg _T �_ Receipt#* Sheriff C110 SMIP —Other Date: 60 Total REV 7-27-04 LOCATION AP# Property Addre�s 9-3 city ;�C� ux-'L Cross Street WOOkER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: k6w �R" -'skow )�7)c RL!'�2 Sq. Footage �00 �q ;Pav4d' W) )47A/I • Structure Built without Per it 100 m"s • Proposed Change of Occupancy TUi( �00061f4 (Note previous use): - sl? -e :::, EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. _Q_ Qm C_ 0 _ _ Received by.. Amount: Bldg _T �_ Receipt#* Sheriff C110 SMIP —Other Date: 60 Total REV 7-27-04 SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. 0 1 . Site plans,,3 or 4 sets, signed by the preparer of the plans. No graph paper! 11 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. M 3. Engineered truss details and layouts in duplicate (if required). No faxes! 0 4. Energy compliance design and supporting documentation in duplicate. (Note: Not required for additions to mobile or modular homes.) 0 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. E] 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. El 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 enginee . El 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). 0 9. Site plan and business license approval from the City of Biggs. 0 10. Letter of intent for non-residential buildings. 0 11. Detached Accessory Building Form filled out by the owner (if required). 0 12. Hazardous Material Form (for Commercial Buildings only). M 13. Sanitation and site plan approval from the Environmental Health Department. Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) El 1 . Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office. (if required). 0 2. Impact Fees. 0 3. California Department of Forestry plan approval (if required). El 4. NPDES Form. 0 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). El 6. Contractor's license information. (Number, Name Style, Classification). 0 7. Worker's Compensation Carrier and Policy Number. 0 8. Owner -Builder Verification (if required). 0 9. Letter of Signature authorization (if required). El 10. Recorded copy of Agricultural Acknowledgment Statement. 0 11. 0 Grant Deed, 11 M.H. Title/Statement of Facts, El Letter from Legal Owner (for 433A's). If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530)538-7541. 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. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\B1dgApp1SubRqmts.doc Page 2 of 2 REV 7-27-04 T� N CY) C) I L0 C) Butte County Department ofDevelopment Services YVONNE CHRISTOPHER, DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile TO: FROM: W I SUBJECT: 001 DATE: WILLDAN Scott Rutherford (530) 538-7160 %3 T 0 0 0 0 0 0 0 UN srutherfordCaMuttecounty.ne Plans Transmittal For Review Per Contract 2/11/2005 Applicant: BUCRA, Steve Permit: No: 05-0321 Project Type: New Stell Bin Storaqe for Rice APN: 029-240-044 100% 70% Plan Check Fees $ - 4,478.84 $ 3,135.19 $ 4,478.84 $ .3,135.19 Copies Attached: Qty IWILLDAN Fee $ 3,135.19 Chk Application Site Plan Review FEMA Elevation Certificate Building Plans Truss Calculations Energy Calculations Structural Calculations Residential Plan Review Guide Residential Construction Requirements Other ENOther COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET ASSESSOR PARCEL NUMBER OWNER:�&?Z6 � I �_ 6(6kj� Proposed Building Use: 111014 5;)w2ga 4�741-,WQ InWXJ) -Counter Technician: -TP '-Date: 11P Items required in orderto-aplily for a perlift.-All 1�6xes MUST be citfecked OR marked NA in orde-rto apply. 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. 1p, 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 0 4. Engineered truss details and layouts in duplicate. No faxes! 0 5. Letter from Engineer or Architect for truss design review. 0 6. Energy compliance design and supporting documentation in duplicate. 0 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. 0 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or frid plans, all in duplicate. 0 9. Metal bldgs: (A) Metal Bldg Plans, (8) Frid 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. 011- 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate 0 11. Site plan and business license approval from the City of Biggs 0 12. Letter of intent for non-residential buildings 13. Detached Accessory Building Form filled out by the owner Hazardous Material Form Sanitation and ite plan approval from th Environmental Health Department in 0 Chico 0 Oroville, as applicable./_ efie on 16. Other do 14 'r- rif )a - Z:Isj -= LeHer Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) 0 17. Fire Sprinklers ............................................................................................ 0 18. Agricultural Buffer cIr and site plan apr from the Ag Commissioner Sent by_.. 0 19. Soils Report and/or Engineered Foundation required ........................................... . ........ 0 20 Erosion Control Plan Required ........................................................................ ........ (D Fees as shown on the attached Schedule of Fees Due Sheet .............................. 12. City of Chico Plumbing permit ........................................................................ 43,,Pdifornia Department of Forestry plan approval 0 paid. Sent by: Y 01'r kff4 Planning approval (A) Use: QJCjB)Parking: ..... WOr )P;!e _(C) Parcel Check: V25' Contact Land Development about - Improvements, - Drainage ....................... 6." NPIDES Form ............................................................................................. 0 27. Encroachment Permit for driveway from the Public Works Dept ........................... 28. Pre -inspection for required ....... 29. Contractor's license information. (Number, Name Style, Classification) ................... 30. Worker's Compensation Carrier and Policy Number .......................................... 31. Owner -Builder Verification (_ Given to owner, -Mailed to owner) ..................... 0 32. Letter of Signature authorization ..................................................................... 0 33. Recorded copy of Agricultural Acknowledgment Statement ................................. 0 34. Manufactured home utility clearance ............................................................... 0 '35. Existing violations and/or expired permits ......................................................... 0 36. Deed Restriction ............................................................. 0 37. 0 Grant Deed, 0 M.H. Title/Statement of Facts, 0 Letter from Legal Owner, 0 Check to H.C.D. $ 0 38. Other: M-' 39. Other: (%mgCl"J" f 6�o_� All I S;�e� �-bas 'PC When issued Telephone -47)4,1 and hold for pickup. , _42 4ge ;j?2!2 I have been informed of th4bloag i�rm?J1j'TrqtX;nts for obtaining a building permit. Applicant: - ac_ J?,_ 11_1-e� I - Date: 1�1 4K 1. Index permit application for tg-e ab� mbered: Plan Check Cetrer 2. Additional items required 6�o�ntractor esigner, owner, was advised of the above data by M --`phone, 0 mail, C3 counter, by -JL_ bate-�-0,5- ffA&,4 of 7 �j eek 62 Co_nti�adtor, designer, owner, was advised of the above data by 0 phone, C3 mail, 0 counter, by Date: Plans reviewed byi Date:- Plans approved by: Date Structural reviewed by: Date: Structural approved by: Date: Note transfer by: -Date: Yellow: Building Division 10 ?WTMF-N?- ()A, 0 0 0 0 0 --ftwolow— rJ `tklc ;�Ov�� Department J. Michael Crump, Director Public Works LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville. CA 95965 (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase 11 Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN I ACRE - Project Description: – 63C � Project Location and/or Parcel Number:. 6ject-WWIL-L�NQT DISTURB -By signing below, 1, the project owner/owner's -agent 'certify that-thig pf J I- � .. -of land �Afid.t11at,1--;J-heref6r d `6t ��,-apply-jfp� d#s rm"Mater-Pennit -acre'. or,mi ore 6,.n. At '66m - the State 'of Califomid"Regional Water.-. zQuality7Y..Co tf dl n roj;ects..that contain multiple site build -outs of Jess -than one acre but-.-w.he*ft- cornbitied,�,w.-itb:.�,§.ubseq.;uent�phases total more than one acre of disturbed -soil will require -a Construction Storrn-Water�_Permit. from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Si gned: SEL - A — - Z, e" C� — 1-1/ Title: vel P1d(;5iQ?o> Date: Less than I Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/24/04 k %. Butte Cou-iityDepartrneiitof'Develop.,jieiitSei-t4ces %)Tr 7 County Center Drive 0 0 0 Oroville, CA 95965 0 0 0 (530) 538-7601 Telephone 0 0 (530) 538-7785 Facsimile ou 14 BUILDING PERMIT APPLICATION WITHOUT REQUIRED CLEARANCES I request. and authorize the Building Division to process this building permit application through the plans examination process WITHOUT first obtaining all necessary, related permits and clearances from other regulatory entities, including but not limited to, Planning, Environmental Health, Land Development, County Fire, and Agriculture. ,I hereby acknowledge: • I need to submit a lications for septic andlor well to Butte County Environmental Health immediately. • I am required to bring the approved Environmental Health site plan and approved sanitation clearance to the Building Division as soon as clearance is obtained • I am responsible for notifying Development Services, in writing, to stop processing of the application and to arrangefor disposition ofplans. The Building Division will process -the application through the plans examination process, as submitted, without input from other regulatory entities that could J)rohibit issuance of the building permit or require submission of amended building plans to the Building Division. Once the plans examination process begins, there will be no refund of plans examination fees. Any changes requiring submission of amended plans to the Building Division will incur additional fees. Within one year from the date of application for a building permit, all other required permits and clearances from other entities must be obtained for the permit to be issued. Failure to obtain these permits/clearances will void the application. Typically other required permits/clearances include, but are not limited to, verification. the parcel was legally created, adherence to. all mitigations and conditions imposed on the parcel at time of creation, as well as zoning requirements, legal access, and applicable set -backs and environmental issues (fire, agriculture buffer zones, and habitat/species). Please print: - q -; �, o -,! �-114 Applicant Name: APN: Building site address: Z(? -5- 'aLcao4k hLy )q Permit No.B�'At5-= I I I have read, understood and accep t the terms and conditions as expressed herein as indicated by my submission of the above -referenced building permit application and my signature below: lo -4 SIGgATURE Of APPE4GAT DATE - Ll - Copy to Applicant/EH/File K:Fonns/BldgPennitwithoutC]earances 020705 j This map may or may not be a survey qLftbp land depicted hereon. You should not r* uo�! Al 10 1 any purpose other than 6rientaffon to the general location of the parcel or parcels depIcted. BIDWELL TITLE & ESCROW CO., expressly disclaims any liability for alleged loss or damage which may result from reliance on this map. n T19 N.R.2 E. MABA M. 4, Ir 6 A -C 60 004-,Cz: 29. 33AC. 0 ?n I:Q'6 Ac.: 13 14 F, _8� RIGHVALE COLONY Na I KO.R. 8K. 6 PG- 92 7.40 Ac J$.6.9 AC� (16) &�IAC NOTE—ASSESSOKS PA-RCEL BLOCK & LOT NUMBERS SHOWN rN CRCLES 67-,56 Tox Area Code 57- 37 29-2-4 57-50 57-65 [TO-] 1*- 400' F 4. 1Z Assissor's Map No. 29 -24 ...-�..,'-'County of Butte, Cofif. REV)SEX )0- 90 ZL 4L Mi 4d 14T ALA OD W S+ E (D 0 C . T + Pit Two Water Capture Sump L Holes Rice Field 0 cc Pit #3 8E, Pit #4 (1) 0 E EL Warehouse #2 car loacling house #11 Warehouse #7 Ot " Warehouse 11R41 I CL= E �i t t m � ca 4) 7,� RichvaN Repair Sh 4& 5BOTT&C 21 T NTY' RICE(j46-� ;f�.Qlefi ighw&yj�D - I - *a16'HiAl� �j6hV@&:tk 95T �OM�2--4261.Fai(! lWWW&V --------------------- SO;a,k%JnX', Slab c1r) Pits 0 it 91 Drier #1 Y/ 1� 2" Richvale Cafd -------------- --------- - it #2 Ab S S Warehouse #9 Warehouse#10 Richvale `4 Irrigation i -,� f District Pq f 1z, e- . . I mmmvma Union Pacific Railroad P T 19 N. R.2 E. MABA M. M j RIGHVALE 66LoNy Na i KO.R. BK. 6 0d. 92 Tax Area Code 57- 37 29- 24 57-50 57-65 1* 400' 4.76AC 6 6 O.NAz: 4 29. 23 A C. C" This map may Or may not be a survey 04f1b.@,land c" depicted hereon. You should not r* U#�Aji for any Purpose other than Orientation to the general -4 — — — — — — location Of the Parcel or Parcels depicted. BIDWELL TITLE & ESCROW Co., expressly disclaims any liability for alleged loss or damage P" Bi -J" Lj which may result from rerjancg on this map. -If- I RIGHVALE 66LoNy Na i KO.R. BK. 6 0d. 92 Tax Area Code 57- 37 29- 24 57-50 57-65 1* 400' (16 RIAC NOTE—ASSESSOirS PARCEL BLOCK & LOT NUMBERS SHOWN nq CbxUS Assl'�Ssor's Map No. 2.9 -24 ,,:,County of B.utte, Caiif. J?EV)SEX)G- 90 J8.6'9 Act (16 RIAC NOTE—ASSESSOirS PARCEL BLOCK & LOT NUMBERS SHOWN nq CbxUS Assl'�Ssor's Map No. 2.9 -24 ,,:,County of B.utte, Caiif. J?EV)SEX)G- 90 W S I+N E Lr - Sh CO (0 Cd (0 0 Two Water Capture Sump Holes Rice Field Pit q3 I I L! Warehouse #2 0 E 0 E 0 car loading 4) Warehouse #7 Warehouse #11 —1 1 Warehouse E Repair Sh %1& Richvale Cafd 1� F Soakii6 Slab it #2 A m I Lundbe Warehouse #9 Warehouse#10 COO Butte D CC= Union Pacific Railroad Ri ale c I igati rr istrict D P Or) Pits (1) :3 it 91 0 Drier #1 it #2 A m I Lundbe Warehouse #9 Warehouse#10 COO Butte D CC= Union Pacific Railroad Ri ale c I igati rr istrict D P ZL J"Jry fir '90 U..4 .. AC# Al 8 At 2525 Dominic Drive, Suite J Chico, CA 95928 (530) 891-2882 (530) 891-208 Fax Steve Birdsong Dryer Division Manager Butte County Rice Growers Association P.O. Box 128 Richvale, CA 95974 Dear Mr. Birdsong: February 17, 2005 W. Jame ' s Wagoner Air Pollution Control Officer Robert McLaughlin Asst Air Pollution Control Officer The District is contacting Butte County Rice Growers Association (BUCRA) regarding the Authority to Construct application filed with this office to add four (4) (75,000 CWT) MFS YORK Bins with two (2) 50 hp fans each to the existing South Dryer System. This equipment will be installed at 1193 Richvale Hwy, Richvale, California. Based upon the information submitted with the application, an Authority to Construct Permit (A/C) has been approved and is enclosed with this ' letter. Please carefully review the equipment, terms and conditions of the A/C and contact the District if clarification is needed. Please note that the Authority to Construct permit is only effective upon payment of the attached invoice fees (see Condition #11). Also note that Condition #5 of the permit requires that the Air Pollution Control Officer be notified at least 24. hours prior to the initial start-up of the facility to allow staff to conduct an inspection to verify compliance. If you have any questions concerning this matter, please telephone me at (530) 891-2882. Thank you. Sincerely, Jim Culc Air Pollution Control Inspector/Engineer Enclosures: Authority to Construct Permit #BCR -81 -02 -AC Invoice t:\appsjile.,�,.ac\con-es�ac penniLs issued -fee letters\bucruouthdryer93 let 2-05.doe Butte County AIR QUALITY MANAGEMENT DISTRICT 2525 DOMINIC DRIVE, SUITE J CIUCO, CALIFORNIA 95928 TELEPHONE: (530) 891-2882 FAX: (530) 891-2878 AUTHORITY TO CONSTRUCT NO. BCR -81 -02 -AC IS HEREBY GRANTED TO Butte County Rice Growers Association 1193 Richvale Hwy Richvale, CA 95974 FOR THE EQUILPMENT LISTED BELOW Rice Cleaning, Drying, and Storage Equipment - South Dryer (New) Four (4) 75,000 CWT NTS YORK Bins with Eight (8) 50 Hp fans. (Existing) Two (2) Receiving Pits; Two (2) Screen Scalpers, Two (2) Aspirators and Ten (10) 10,000 CWT Storage Silos with One (1) CFI -40K Baghouse Control-, Two (2) Natural Gas -Fired Screen Dryers and One (1) 270,000 CWT and Two (2) 165,000 CWT Rice Storage Flathouses; and Eight (8) 19,000 CWT, Four (4) 17,000 CWT Rice Storage Bins and Two (2) Natural Gas -Fired Banco Dryers; SUBJECT TO THE FOLLOWING CONDITIONS GENERAL CONDITIONS I . An Authority to Construct Permit and/or Permit to Operate is required before any person, including any contractor or subcontractor, builds, erects, alters or replaces any article, machine, equipment or other contrivance, the use of which may cause the issuance of air contaminants or the use of which may eliminate or reduce or control the issuance of air contaminants, including any soil or water contamination or remediation activity that has the potential to emit any air contaminant. 2. Operation of this equipment listed on this permit must be conducted in compliance with all data and specifications submitted with the application under which this pen -nit is issued unless otherwise noted below. 3. This Authority to Construct shall be posted in a conspicuous location at the site and shall be presented to the Air Pollution Control Officer (APCO), or his appointed representative, upon request. 4. This Authority to Construct permit shall be valid from the effective date pursuant to condition #11, until a permit to operate for the equipment for which the application was filed is granted or denied or the application is canceled. In the event a permit to operate is not issued within one (1) year from the effective date of this permit, the permit to operate shall be deemed denied. Notwithstanding, upon wnitten request to the APCO, this Authority to Construct permit may be extended by written authorization of the APCO. 5. The APCO shall be notified twenty-four (24) prior to the commencement of the permitted activity, to allow for an inspection to determine if the equipment has been constructed according to the design specifications submitted and approved by the APCO. Permission to operate will be granted upon demonstration that the system is in operation and in compliance with the Butte County Air Quality Management District (District) Rules and Regulations, and has been constructed in full compliance with all conditions specified herein and all other applicable requirements. 6. Acceptance of this permit is deemed acceptance of all conditions as set forth herein. Failure to comply with any condition of this permit or the Rules and Regulations of the District or State law is grounds for revocation of this permit. 7. Any violation of any condition of this permit is a violation of District Rules and Regulations and State law. REVOCABLE AND NON -TRANSFERABLE „.PAGF0 2 OF 3 PERMIT NO.'BCR-81-02-AC DATE: 2-17-05 8. This permit may be amended in writing at any time by the APCO, with or without cause, to insure compliance of this facility, or to mitigate or abate any public nuisance, such amendments may include, but are not limited to, requirements for additional operating conditions, testing, data collection, reporting or other conditions deemed necessary by the APCO to ensure compliance with. District Rules and Regulations or State law. 9. This permit is not transferable from one location to another, from -one piece of equipment to another, or from one person to another without prior written consent from the APCO. A transfer of ownership shall be granted as authorized pursuant to Condition # 12 of this permit. 10. If any provision or condition of this permit is found invalid, such finding shall not affect the validity or enforcement of the remaining provisions. 11. This permit is only effective upon payment of the Authority to Construct application and preliminary engineering fees due in accordance with District Rules and Regulations, including cost of staff time required to verify compliance with this pen -nit assessed in accordance with District Rule 501. The person to whom this permit is issued shall be responsible for payment of the annual emission fees. In the event of facility closure or change in ownership or responsibility, said person shall be assessed fees for those emissions generated prior to the afore- mentioned change in status. 12. In the event the control of the subject facility is assumed by a new owner or operator, the APCO shall be notified of such transfer by the submittal of a written request for transfer of this permit by the new owner or operator within thirty (30) days of the transfer. 13. The "Right of Entry”, as delineated by the California Health & Safety Code Section 41510 of Division 26, shall apply at all times, and during any time when the equipment is in operation, and during reasonable daylight hours when the equipment is not in operation. OPERATIONAL CONDITIONS 14. The facility to which this permit is issued is sit -icily liable for assuring that the operating staff are advised and familiar with all conditions contained in the permit. 15. Permit requirements apply to the facility owner and/or operator(s) and any contractor or subcontractor performing any activity authorized under this permit. Any person(s), including contractor(s) and/or subcontractor(s), not in compliance with the applicable permit requirements are in violation of State and local laws and subject to appropriate civil and criminal penalties. The facility owner and/or operator, and all contractor(s) or subcontractor(s) are strictly liable for the actions and violations of their employee(s). Any violation committed by a contractor or subcontractor shall be considered a violation by the facility owner and/or operator, and the contractor and/or any subcontractor(s). 16. The Physical integrity of all process and air pollution control equipment shall be maintained as necessary to insure compliance with District Regulations and emission limitations set forth in the permit. 17. Modification or alteration of the equipment or operations described in this permit, including a change in the method of operation or a change in location, may occur only when approved in writing by the APCO prior to the implementation of such modification or change. For the purposes of this condition, the term "modification" shall be defined as set forth in District Rule 430. Unless otherwise specified by the APCO in writing, any and all alterations shall require submittal and approval of an Authority to Construct permit application. 18. The APCO shall be notified immediately, and in no event later than two (2) hours from the time of discovery, of any upset or breakdown or malfunction which occurs with the equipment under permit, or emissions exceeding any of the limits established in District Rules and Regulations or the level of emissions for which a permit or variance was granted. Excess emissions shall be reported in accordance with the requirements of District Rule 266 and failure to do so constitutes a willful violation of District Rules. 19. Upon detection, an upset or breakdown condition, which causes or may cause a violation of the emissions limitations as set forth in District Rules, or as a condition of this permit, shall be corrected immediately. In the event that corrective action cannot remedy the emissions violation, the operation of the subject equipment shall be terminated. 20. The APCO shall be provided, upon request, with any and all emissions related data collected as a result of the permitted activity, including data collected or obtained as required by other regulatory agencies. 21. The facility shall maintain the permitted equipment in compliance with federal and State Occupational Safety and Health Administration requirements so as to insure the health and safety of District representatives performing a site REVOCABLE AND NON -TRANSFERABLE PA.GV 3 OF 3 PERMIT NO. BCR -81 -02 -AC Z 4 PATE: 2-17-05 inspection. 22. For each baghouse, the facility shall store on the premises and maintain in good working condition, one-half of one full set of replacement bags. FUGITIVE EMISSIONS CONDITIONS 23. All transfer process involving a free -fall of grain or similar dust -generating materials shall be constructed in such a manner as to minimize the free -fall distance and fugitive emissions. 24. Fugitive emissions shall be controlled at all times such that a public nuisance is not created at any point beyond the plant property lines. 2.5. All unpaved roadways and work areas shall have water or other dust surfactant applied as needed to abate dust emissions caused by wind, vehicles, or equipment. 26. All outside surfaces, including, but not limited to, the main building, collection devices, bins, rooftops, road areas, etc., shall be cleaned on a daily basis to prevent the buildup of fugitive emissions. 27. In the event tfiat any exposed surfaces become littered with fugitive emissions due to an upset condition, a cleaning procedure shall be implemented within four (4) hours following the upset to remove the ftigitive debris. If the upset condition occurs at night, said surfaces shall be cleaned by 10:00 a.m. the following day. EMISSIONS LIMITATIONS CONDITIONS 28. The emissions from the generator set shall not exceed 40% opacity (Ringelmann #2) for a period or periods aggregating more than three (3) minutes in any one (1) hour. 29. In order to avoid the need to comply with requirements under Title V of the Federal Clean Air Act, the following limitations shall apply. The sum of the actual emissions from each emissions unit at the stationary source, for each regulated air pollutant, as defined in District Rule I 10 1, except Hazardous Air Pollutants (HAP), shall not exceed 25 tons per calendar year. The sum of the actual emissions of HAP ftom all emissions units at the stationary source shall not exceed 5 tons per calendar year of a single HAP or 12.5 tons per year of two or more HAPs. 30. Notwithstanding the requirements above, for compliance with the requirements of District Rule 430, the sum of the Potential(s) to Emit from all emissions unit(s) at the stationary source, of non -attainment pollutants or their precursors shall not exceed 25 tons per calendar year. RECORD KEEPING REQUIREMENTS 3 1. The source shall designate a responsible person to certify that District -requested production and throughput data is accurate and timely. 32. The permit holder shall maintain adequate production records to verify the actual air emissions of each regulated air pollutant. Production records shall include, but not be limited to, a monthly log of the total hours of operation of the engine for both emergency and non -emergency purposes. Production records shall be maintained on-site for a period of 5 years, shall be submitted to the APCO on an annual basis, and shall also be made available for inspection within 24 hours of request by the APCO, or his designated representative. 33. Annually, within thirty (30) days after the first day of each year, the permit holder shall provide the APCO with any and all production inforniation requested by APCO, and upon request, provide a written summary of any and all equipment malfunctions (upset or breakdown conditions) that may have resulted in an increase in air emissions during the previous calendar year. The annual operating summary shall itemize equipment upset or breakdown conditions by the date, time and duration of the upset or breakdown condition, and shall also include the estimated emission release of primary air pollutants. End of Permit W. James Wagoner AIR POLLUTION CONTROL OFFICER By: JM4— (2jLe TS—_42e=2 REVOCABLE AND NON -TRANSFERABLE I- I Ij Bufte-;Co.' r Quality Management District Butte Co. Air Quality Management District 2525 Dominic Drive, Suite J Chico, CA 95928 ' SOLD TO Butte County Rice Growers Assn Steve Birdsong P.O. Box 128 Richvale, CA 95974 Sales Receipt PAYMENT METH... REP DATE SALE NO. 2/16/2005 11246 \,&./K y- �-6 0�� CHECK NO. PAYMENT METH... REP ISSUED BY 17917 Check JjC TB DESCRIPTION QTY RATE AMOUNT Application for Authority to Construct for Four (4) Bins 1 65.00 65.00 Thank you for your payment. Total $65.00 \,&./K y- �-6 0�� SITE PLAN REVIEW APPLICATION D . ate: ql�p 105- AP# Vo 0 L/ Permit Number (if applicable) APPLICANT 17VFORMA TION Parcel Size: Owners Name: �� Kt r4 42 Owners Address: Telephone No. Situs Address Proposed Use: a_ Residential F] New Single Family Residential F1 Single Family Addition F� Single Family Remodel Mobile Home Residential Accessory Permanent Second Dwelling Temporary Mobile Home (Aunt Minnie) Temporary Travel Trailer' EJ Multi -family Non-residential F� New Commercial F] Commercial Addition Commercial Remodel New Industrial El Industrial Addition Industrial Remodel Other Septic Well F� Agricultural Exempt B ildin Other:_ a,�U -A V Brief Explanation (if necessary): IZe-d DO NOT WRITE 13ELOW TFHS LINE DEVELOPAfENT SERVICES EVFORMATION (For Staff Use) I (!!�* �5-9 7,/ Approved Conditionally Approved Resolve Problems Prior to Approval Site Plan Stamped Approved' 41 -4�� )U�l 6 By C4,64L Date —Y /I 17 Page I of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: F1 Snow Load Area: F1 Land Conservation* Act Minimum Acreage: El Verify residence can be built per contract F1 Nitrate Action Plan (See Environmental Health for standards) El Watershed Protection Overlay Zone (See attached standards and -requirements) El Expansive Soils (Test for expansive soils and if verified proper foundation design required) SRA - (CDF to determine 'specific requirements) 100 -Year Flood Plain: (See attached) Flood Zone: Flood Panel No.: Index Date: Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) El Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) El North Chico Specific Plan (See Develop ment Fees Section and attached standards and requirements) E] Chapman/Mulberry (See attached standards and requirements) E] Cohasset Area (See attached standards and requirements) E] Grading Zone (See attached handout) Use Requires: El Use Permit El Minor Use Permit El Administrative Permit E] Minor Variance El Variance -------- — ------------------- — ---- — ---- — ----------- — — — ---- — ------ — -- — ----- — -- — -------------------- — E] Detached Building Use Form El Encroachment -Permit E] Agricultural Worker Affidavit E] Agricultural Acknowledgement Statement Zoning:_ A —c/o 6POFC., Applicable Building Setbacks: F] Setbacks drawn on site Plan. El CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 i Zoning Code Streets & Highways Fire Prevention Subdivision Map Front Side Side Street Rear Height Waterway N/A N/A N/A F] Setbacks drawn on site Plan. El CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 i Applicable Development Fees: Standard Fees Amount Formula F] Fire School* F-1 Parks/Recreation El Roads Sheriff Drainage NCSP/CSA 87 Chico Urban Area — Road Thermalito Impact Other ------------------------------------------------------------------------------------------------------------------------- Subdivision Map Special Fees F] Water Tender [I Road Improvement F1 North Oroville Area El 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 F-1 Deeds: Date of Creation: / Legal Access Provided: Iq [-I No Yes Deed of Reference: 7 7W Legal Access Required No Yes Parcel Frontage on Publicly Maintained Road: 0 No 11 Yes, Road Name: &o4vt6 //tZ Complies with Cq=ty S't.andard for Deed Creation:E] No El Yes Comments: F1 Parcel Deemed to be legal E] Verify Legal Parcel Verify Legal Access ElProvide Deed of Creation F] Obtain a Certificate of Compliance F]. Obtain a Merger El Obtain a Lot Line Adjustment El Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). El Construct road to: El Meet Parcel size required by zone El Meet current Environmental Health Department requirements Page 3 of 5 F� Subdivision Map/Parcel Map: Map Date of Recording: Lot: F] Use Permit/Minor Use Pen -nit Permit Number: Book: Pager: Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions Fj Comply with the following Conditions of Approval: F-1 Meet the Fire Safe Regulations of Butte County and P.R-C. 4290 El 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. F -I Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. Provide an erosion control plan for building and land disturbance. . The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. El In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. El Measures shall be taken to control fi�gitive dust emissions from all driveway and other civil construction associated 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 obtained from the Butte County Department of Development Services, Building Division." Engineered foundations are required. Class A roofs are required. El Property owners responsible for roa MI Page 4 of 5 F -I 0 0 Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. C:V-arrYs\Buildin,& Pennit Site Plan Reviewl.doc Page 5 of 5 117 C Street WILLDAN Marysville, California 95901 Serving Public Agencies 530/749.2373 fax 530/749.2199 www.Wilidan.com April_ 5, 2005 Scott Rutherford Butte County Building Department 7 County Center Drive Oroville, CA 95965 (530) 538-7169 (530) 538-2140 FAX BUTTE COUNTY PLAN REVIEW REPORT Status: Approved, FOUNDATION ONLY Willdan Project No: 14353-1386 Jurisdiction Job No: 05-0321 Assessor's Parcel No: 029-240-044 Description: Bucra-New Steel Bin Storage Dear Mr. Rutherford: Willdan has completed a plan review of submitted plans and documents for the above referenced project and recommends your approval for the foundation only. The plans and documents provided for this review that have been found in compliance with the applicable codes are: * Plans: Two (2) copies sheets A-1, S-1 and S-2, dated 1/2004 byNorthstar Engineering Structural Calculations: Two (2) copies foundation -specific sheets dated 3/22/05, revised 04/21/05, by Northstar Engineering The plans have been stamped with the Wilidan approval stamp and dated. According to our previous letters relating to this project the superseded plans and documents will be discarded within 10 days unless we receive other instructions. On the pages to follow is the identification of the codes and standards applicable to the project, a code analysis, conditions -of -approval and identification of any deferred submittals. WILLDAN Serving Public Agencies APPLICABLE CODES Our review was based on requirements of the 2001 California Building Standards Code found in the California Code of Regulations, Title 24: • Part 2, known as the California Building Code and abbreviated herein as "CBC". • Part 3, known as the California Electrical Code and abbreviated herein as "CEC". • Part 4, known as the California Mechanical Code and abbreviated herein as "CMC". • Part 5, known as the California Plumbing Code and abbreviated herein as "CPC". • Part 6, known as the California Energy Code, and Energy Commission Standards, and abbreviated herein as "CECS". CODE ANALYSIS Typeof Occupan Typeof Const uction Sprinklers Stories ist Floor Sq t 2 nd Floor Sq Ft Total Sq Ft R-3 Usable Attic Space V -N No I NA 753 753 U- I Shop V -N No 1 1040 NA 1040 CONDITIONS OF APPROVAL I Approval is contingent upon the review, requirements and approval of other departments and/or agencies that have jurisdiction over this project. 2. Revisions and/or notes as red -lined on the plans. SPECIAL INSPECTION NEEDS Our plan review reveals the following special inspection needs pursuant to CBC 1701: • Concrete bolts, refer to I/A- 1. • Geotechnical Engineer to be present to inspect site preparation and treatment of subgrade DEFERRED SUBMITTALS The full plan review is deferred pending resolution of comments in separate letter. This letter is for the FOUNDATION -ONLY portion of the review. Sincerely, Ricardo Guzman, S.E. Structural Engineer Cc: Alice Mefford, amefford@buttecounty.net NorthStar Engineering, 20 Declaration Drive, Chico, CA 95973 FAX 530-893-2113 Steve Birdsong, 1193 Richvale Highway, Richvale, CA 95974 .Page 2 of 2 Butte County 05-032 1. Will.dan. 14353-13386 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 539-7541 (530) 538-2140 FAX SPECiAL INSPECTION NOTE Special Inspections — Uniform Building Code section 1701: In addition to the inspections required by Section 108, the owner or the engineer or architect of record acting as* the owner's agent shall employ one or more special inspectors who shall provide inspections during construction"on the types of work listed under Section 1701.5. The special insp�ector shall be a qualified person who shall demonstrate competence, to the satisfaction of the building official, for inspection of the particular type of construction or operation requiring special inspection. Duties and Responsibilities of the Special Inspector: I The special inspector shall observe the work assigned for conformance with the approved design, drawings and specifications. 2 The special inspector shall furnish inspection reports to the building official and the engineer or architect of record. All discrepancies shall be brought to the immediate attention of the contractor for correction, then, if uncorrected, to the proper. design authority and to the �uilding official. I The special inspector shall submit a final signed report- to the, Butte County Building Division statin whether the work requiring special inspection was, to the best of his knowled'e, in 9 . .. 0 conformance with the approved plans and specifications and the applicable provisions of this code. 4. The special inspector shall advise the contractor that Butte County Building Division inspections cannot be delegated to him, so inspections must also be made by the Butte County Building Division 5. Any change in special inspection firms made after permit issuance shall be approved by the Butte County Build.ing Division prior to the new firm performing any inspections. 6. Special inspections are in addition'to the regular inspections performed by the Butte County Building Division. Butte County in.spection approval and sign off is not -to be construed as authorization to proceed with work which obscures, covers or otherwise prevents proper special. inspection. Special Inspection is required for the following items: Reinforced Concrete (raking of test specimens. placement of reinforcing and placing of concrete). Structural Masonry Ifigh Strength Bolting El Welding E] Botts installed in Concrete El Other: Name of Special Inspection company: BUTTE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT HAZARDOUS MATERIALS AND EMMISSIONS QUESTIONNAIRE (A Building Permit cannot be approved -without this completed form.) Firm Narr 'Address Nature of Contact F BUILDING PERMIT NUMBER APN 11;4�A 1. jp_ges your business or that of your tennants handle, store, or transport hazardous materials? �KJNO 0 YES NOTE: Hazardous materials are defined as any material that, because of its quantity, concentration, or physical or chemical characteristics, poses a significant present or potential hazard to human health and,safety or to the evironment if released into the the workplace or the environment. "Hazardous Materials" include, but are not limited.to, hazardous chemicals, hazardous waste, paints, oils, lubricants, fuels, flammables, combustibles, corrosives, gases, and any material which a handler or the administering agency has a reasonable basis for believing to be injurious to the health and safety of persons or harmful to the environment if released. 2. Do you or will your future tenants handle store, or transport 55 gallo ' ns, 500 pounds, or 200 cubic,feet (at Pt ndard temperature 4 pressu,re), or formulation containing hazardous material? NO DYES ' If you answered YES to 1 or 2, contact the Butte County Environmemtal Health Department (916-538-7281) for a review of the project. 3. Is the business/facility/operation to be located within 1000 feet or the outer boundry of a school or ,school site? - D&NO 1:1 YES /_ 1 IF YES, name of school. 4. Does the business/facility/operation have the potential to emit any air pollutants; e.g., dust, soot, odors, fumes, vp ,yors, or other volatile compounds? 0 NO VkYES IF YES, contact the Butte County Air Pollution Control District (916-891-2882) for permit requirements. Owner or Authorized Company Representative x'/ (Date) BCEHD. BCAPCD The applicant has met or is meeting the applicable requirements of Section 25505, 25533, and 25534 of the Health and Safety Code and the requirements for a permit from the Butte County Air Pollution Control District. El13 The Above Regulations Do Not Apply To This Facility. BCEHD Signature ::fA Date BCAPCD Signature xd 1_0,16� Date :!� —)g WHITE- Building Dept .0 YELLOW- Env. Health 0 PINK-APCD 0 GOLDENROD- Fire Dept. BUTTE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT HAZARDOUS MATERIALS AND EMMISSIONS QUESTIONNAIRE (A Building Permit cannot be approved without this completed form.) 'R APN BUILDING PERMIT NUMBE Firm Name Ati Address Nature of Business CW gt A eg�. A '40 Contact Person Phone # *je— SAS" -kA — w — I s yo ur business or that of your tennants handle, store, or transport hazardous materials? NO DYES NOTE: Hazardous materials are defined as any material that, because of its quantity, concentration, or physical or chemical characteristics, poses a significant present or potential hazard to human health and safety or to the evironment if released into the the workplace or the environment. "Hazardous Materials" include, but are not limited to, hazardous chemicals, hazardous waste, paints, oils, lubricants, fuels, flammables, combustibles, corrosives, gases, and any material which a handler or the administering agency has a reasonable basis for believing to be injurious to the health and safety of persons or harmful to the environment if released. * 2. Do you or will your future tenants handle store, or trarisport 55 gallons, 500 pounds, or 200cubic feet (at standard temperature 4 pressure), or formulation containing hazardous material? NO 11 YES If you answered YES to I or 2, contact the Butte County Erfvi ronmemtal Health Department (916-538-7281) 1 or a review of the project. 3. Is the business/facility/operation to be located within 1000 feet or the outer,boundry of a sc,hool,or ,S(;hool site? D6-1NO 11 YES IF YES, name of school. 4. Does the business/facility/operation have the potential to emit any air pollutants; e.g., dust, soot, odors, fumes, vapors, or other volatile compounds? 0 NO' 'YNYES IF YES, contact the Butte County Air Pollution Control District (916-891-2882) for permit requirements. Owner or Authorized Company Representative a /ZACL-K: (Date) BCEHD BCAPCD ZThe applicant has met or is meeting the applicable requirements of Section 25505, LZ 25533, and 25534 of the Health and Safety Code and the requirements for a permit from the Butte County Air Pollution Control District. The Above Regulations Do Not Apply To This Facility. BCEHD Signature !t�� Date BCAPCDSignature 46",(Oysolld- - Date WHITE- Building Dept 0 YELLOW- Env. Health 0 PINK-APCD 0 GOLDENROD- Fire Dept. BUTTE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT ---HAZARDOUS MATERIALS AND EMMISMONS QUESTIONNAIRE (A Building Permit cannot be approved without this completed form.) Firm Narr Address Nature of Contact F BUILDING PERMIT NUMBE 5:6-3-2 1 A PN 1. I�o es our business or that of your tennants.handle, store, or transport hazardous materials? YES ;L -L NI j E NOTE:. Hazardous materials are defined as any material that, because of its quantity, concentration, or physical or chemical characteristics, poses a significant present or potential hazard to human health and.safety or to the evironment if released into the the workplace or the environment. "Hazardous Materials" include, but are not limited to, hazardous chemicals, hazardous waste, paints, oils, lubricants, fuels, flammables, combustibles, corrosives, gases, and any material which a handler or the administering agency has a reasonable basis for believing to be injurious to the health and safety of persons or harmful to the environment if released. 2. Do you or will your future tenants handle store, or transport 55 gallons, 500 pounds, or 200cubic feet (at standard temperature 4 pressure), or fo`rmulation containing hazardous material? NO El YES If you answered YES to 1 or 2, contact the Butte County EKvironmemtal Health Department (916-538-7281) for a review,of the project. 3. Is Ahe business/facility/operation to be located within 1000 feet or the outer boundry of a sc,hool.,or ,,�qhool site? vW�,NO 0 YES IF YES, name of school. 4. Does the. business/facility/operation have the potential to emit any air pollutants; e.g., dust, soot, odors, fumes, vq,,p ors, or other volatile compounds? 0 N 0' LIN ', YES IF YES, contact the Butte County Air Pollution Control District (916-891-2882) for permit requirements. Owner or Authorized Company Representative Z 4( ignature) (Date) BCEHD BCAPCD M/�he applicant has met or is meeting the applicable requirements of Section 25505, 25533, and 25534 of the Health and Safety Code and the requirements for a permit from the Butte County Air Pollution Control District. The Above Regulations Do Not Apply To This Facility. BCEHD Signature Date BCAPCD Signature Date WHITE- Building Dept 0 YELIOW- Env. Health 0 PINK-APCD 0 GOLDENROD- Fire Dept. W1 r �, BUTTE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT �HAZARDOUS MATERIALS AND EMMISSIONS QUESTIONNAIRE (A Building Permit cannot be approved without this completed form.) BUILDING PERMIT NUMBER APN Firm Name f, Li Addr6ss Nature of Business Contact Person — Z 0 M a WA -P -AXON, U � 1. [�oes your business or that of your tennants handle, store, or transport hazardous materials? i E9 ,,,,NO 0 YES NOTE: Hazardous materials are defined as any material that, because of its quantity, concentration, or physical or chemical characteristics, poses a significant present or potential hazard to human health and safety or to the evironment if released into the the workplace or the environment. "Hazardous Materials" include, but are not limited to, hazardous chemicals, hazardous waste, paints, oils, lubricants, fuels, flammables, combustibles, corrosives, gases, and any material which a handler or the administering agency has a reasonable basis for believing to be injurious to the health and safety of persons or harmful to the environment if released. 2. -Do you or will your future tenants handle store, or transport 55 gallons, 500 pounds, or 200 cubic feet (at �Jandard temperature 4 pressure), or formulation containing hazardous material? NO OYES If you answered YES to I or . 2, contact the Butte County Environmemtal Health Department (916-538-7281) f or a review,6f the project. 3. Is -the business/facility/operation to be located within 1000 feet or the outer boundry of a school or school site? Ni�NO 0 YES Z IF YES, name of school. N., + �N 4. Does the business/facility/operation have the potential to emit any air pollutants; e.g., dust, soot, odors, fumes, vapors, or other volatile compounds? 11 NO* 13S%YES IF YES, contact the Butte County Air Pollution Control District (916-891-2882) for permit requirements. Owner or Authorized Company Representative & (Ss�gn�afure I (Date) BCEHD BCAPCD /The applicant has met or is meeting the applicable requirements of Section 25505, Ur25533, and 25534 of the Health and Safety Code and the requirements for a permit from the Butte County Air Pollution Control District. The Above Regulations Do Not Apply To Thi's- Facility. El 1:1 BCEHD Signature _�A Date BCAPCD Signature cj. )to Date :1 _)Isp WHITE -Building Dept 0 YELLOW- Env. Health 0 PINK-APCD 0 GOLDENROD- Fire Dept. Butte County Department ofDevelopment Services YVONNE CHRISTOPHER, DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile ADMINISTRATION * BUILDING * GIS * PLANNING April 18, 2005 Steve Birdsong 1193 Richvale Hwy Riclivale, CA 95924 Subject: APN — 029-240-044; Approval of building permit 05-0321 for rice storage bins with agreement for Merger Dear Mr. Birdsong, The Butte County Department of Development Services, Planning Division ha's reviewed the building permit for new steel bins for storage of rice. According to the site plan, these steel bins will be built over the property line between parcels 029-240-044 and 029-240-046. A Certificate of Merger application must be applied for and approved for this proposed project. Yvonne Christopher, the Director of Development Services, has agreed that the Planning Division can approve the permit; however the building permit will not be finaled until the Certificate of Merger is approved and recorded. Attached, please find an application for the Certificate of Merger and a Fee Schedule for this application. Please submit this application as soon as possible. Should you have any questions please feel free to call Lana Adler, Assistant Planner, between the hours of 8:00 a.m. and 4:00 p.m. Monday through Friday at (530) 538-7601. Sincerely, Dan Breedon Principal Planner December 30, 2004 Butte County Rice Growers Association 1193 Richvale Highway Richvale, California 95974 Attn: Steve Birdsong / Carl Hoff A N D 0. ANDERSON A S S 0 C I A T E S Subject: Geotechnical Investigation Amendment Concrete Tilt -up Warehouse Our Job Number: SG04-320 Dear Steve / Carl: GEOTECHNICAL ENVIRONMENTAL INSPECTIONS & TESTING LABORATORY SERYICES POOL ENGINEERING POST TENSION DESIGN Neil 0. Anderson & Associates performed a Geotechnical Investigation for the subject project and published -a report dated �4ovember 30, 2004 (our job number SG04-320). At the time of the investigation the proposed construction consisted of a single -story concrete tilt -up structure founded on spread footings. It has come to our attention that three to four pre -fabricated metal storage bins will be constructed instead of the concrete tilt -up. Construction will include bucket pit retaining walls and truck access. The storage bins will be 60 feet in diameter and approximately 60 to 80 feet tall. Foundation. loads will be moderate to heavy. 6ased on the currently planned construction, we are providing the following revised foundation recommendations. Subsurface conditions encountered at foundation levels consist of.highly plastic clay soil that will settle under the proposed foundation loads. Consolidation testing _�6rfbrmed by L'Rk Engineering as part of a 1998 investigation for a similar project (LRA Job No. 98034G, report dated March 3, 1998) indicates the foundations may settle 6 inches under the center of the storage bins, and 3 inches under the edges with a total differential settlement of 3 inches. We believe a reinforced concrete mat foundation, designed to distribute the settlement evenly across the mat, will likely perform best. Reinforced Concrete Mat Foundation Recommendations Reinforced mats are typically designed as industrial floors using a modulus of subgrade reaction. We recommend use of a modulus of 75 pounds per square inch per inch of deflection (pci) for the subgrade at this site. It is recommended that the mat be constructed on at least 6 inches of Class H aggregate base compacted to a minimum 95 percent relative compaction as determined in the ASTM D1557 compaction test. The reinforced mat should be constructed with continuous perimeter footings. The footings should have a minimum width of 12 inches and should be carried to a minimum depth of 18 inches below surrounding.grade. Footing reinforcement should be designed by the structural engineer. LODI 91 SACRAMENTO a MODESTO S A CRAM ENT C) OFF ICE 600 North Market Blvd., Suite 5: Sacramento, CA 95834 a 916.929.9267 a FAX 916.929.9269 a www.noanderson.com BCjtGA Bin Footing SG64320 T Page 2 Foundations loaded in this manner may be loaded to a bearing capacity of 3,000 pounds per square foot total load. Bearing capacity may be increased to 4000 psf for temporary wind and seismic loads. A passive soil pressure of 350 pounds per square foot equivalent fluid pressure may be used to resist lateral forces in the footings. A coefficient of friction of 0.30 between the soil and the concrete footing may be used to resist basal sliding. Footing excavations should be observed by a representative of our office to verify that suitable bearing material has been encountered. Retaining WaUs Bucket pit retaining walls will be subject to lateral earth pressures. Site retaining walls may be constructed on spread footings on native soil or well compacted engineered fill and should be designed for a maximum allowable bearing pressure of2,500 psf. We recommend separating footing supported walls into panels on the order of 20 feet in length to control cracking due to differential movement. The lateral earth pressure on a retaining wall depends on the height of the wall, type of backfill, slope of the backfill surface, and allowable horizontal movement of the top of the wall. An at rest earth pressure calculated using 60 pcf equivalent fluid density should be used for retaining walls that are restrained. A lower earth pressure calculated using 50 pcf equivalent fluid density can be used for site retaining walls which are free to rotate. We have assumed the backfill will be on-site soils and have a level backfill surface. The recommended equivalent fluid densities do not include allowances for surcharge loads or hydrostatic pressures. For lateral load resistance, footings can be designed with a coefficient of friction between the base of footing and on-site soils of 0.30. A passive earth pressure of 350 pcf can be used in design if the soil or backfill in front of the footing is compacted to at least 90 percent of ASTM D1557 maximum dry density and will not be removed. The hydrostatic pressure on retaining walls can be relieved using weep holes or drains. All other recommendations provided in our November 30, 2004 report should be incorporated in the design and construction of this project. Very truly yours, NEIL 0. ANDERSON & ASSOCIATES, INC. Bob Kim, Staff Engineer BSCE cc: Michael Main, NorthStar Engineering Robert E. Holmer, Project Manager RCE No. 62542 O'OEOL 0. ANDERS,-ON I A N '34 A I 1 0 C A `60 E 5 0 GEOTECHNICAL INVESTIGATION BCRGA WAREHOUSE TILT -UP 1193 RICHVALE HIGHWAY RICHVALE, CALIFORNIA PREPARED FOR: Butte County Rice Growers Association OUR JOB NUMBER: SG04320 November 30, 2004 GEOTECH1'41CAL INVESTIGATION BCRGA WAREHOUSE TIULT-UP TABLE OF CONTENTS 1.0 INTRODUCTION ............................................................. 1 2.0 SUMMARY OF CONCLUSIONS ................................................ 1 3.0 GENERAL SITE CONDITIONS ................................................ 2 4.0 GEOLOGIC CONDITIONS ..................................... ................ 2 5.0 FIELD EXPLORATION AND LABORATORY TESTING ............................. 3 6.0 SOIL CONDITIONS ........................................................... 4 7.0 DESIGN STUDIES AND RECOMMENDATIONS .................................. 5 7.1 Optionl: Moisture Conditioning & 18" Non -Swelling Fill ...................... 5 7.1.1 Building Pad Grading ................................................ 5 7.1.2 Building Pad Foundations ........................................... 6 7.1.3 Building Pad Slabs ................................................ 6 7.2 Option 2: 12" Lime Treatment .............................................. 7 7.2.1 Building Pad Grading ............................................... 7 7.2.2 Building- Foundations/Slabs ......................................... 7 7.3 Surface Drainage ......................................................... 8 7.4 Tests and Inspections ..................................................... 8 8.0 PAVEMENT RECOMMENDATIONS .......................................... 8 9.0 UTILITY CONSTRUCTION ................................................... 10 10.0 LIMITATIONS .............................................................. 10 LABORATORY TESTING .............................................. Appendix A ENGINEERED FELL SPECIFICATIONS ................................ Appendix B LIME TREATMENT ..................................................... Appendix C' LOCATION MAP PLATE NO. I LOG OF TEST BORINGS PLATE NOS. 2 THROUGH 7 SOIL PROFILE LEGEND PLATE NO. 8 NEIL 0. ANDERSON A N D A S S 0 C I A T E S November 30, 2004 GEOTECHNICAL INVESTIGATION BCRGA WAREHOUSE TILT -UP 1193 RICHVALE HIGHWAY RICHVALE, CALIFORNIA. OUR JOB NUMBER: SG04320 1.0 INTRODUCTION GEOTEC H'N [CAL E -NV I RON MENTAL INSPECTIONS a TESTING LABORATORY SERVICES POOL ENGINEE'RING POST TENSI-ON DESIGN Neil 0. Anderson & Associates, Inc., is pleased to present the results of our Geotechnical Investigation for the subject- project. The project will consist of a 15,000 square foot warehouse constructed at the existing Butte County Rice Growers Association facility at 1193 Richvale Highway, Richvale, California. Development will include utility construction, drives, and associated landscaping. We anticipate construction will consist of a single -story concrete tilt -up structure founded ori spread footings with a concrete slab -on -grade floor system. Foundation loads will be moderate. Two possible locations for the new warehouse are being considered at this site. Both locations were investigated accordingly. The investigation was conducted in general conformance with our proposal dated October 29, 2004. A preliminary site plan of the proposed development was provided by the Butte County Rice Growers Association. In a pre -site meeting with Steve Birdsong on November 5, 2004, proposed locations were located at the existing facility. The geotechnical study conducted at this site was prepared for the use of the architect and engineer for application to the design of the. building and grading plans in accordance with generally accepted geotechnical engineering practices.The recommendations contained in the report were developed based upon our understanding of the planned construction. Ifplans change or differ from the assumptions presented herein, we should be contacted to review our recommendations. A brief summary of our conclusions and recommen- dations is presented below, with a more detailed description of our findings and recommendations contained in the report. 2.0 SUMMARY OF CONCLUSIONS I The primary geotechnical concern that will affect the development of this site is the presence of highly expansive surficial clay soils. We are providing two options for LODI - SACRAMEN TO - MO DESTO ISACRAMENTO OFF IKE 600 North Market Blvd., Suite 5; Saicramebto, CA 95834 - 91.6.929.9267 - FAX916.929.9269 a www.noanderson.com BCRGA Warehouse Tilt -up Job Number SG04320 Page 2 site grading and building pad preparation. The options are designed to reduce the risk of heave due to the expansive clay subgrade. The options *include constructing on either an 18 inch layer of non -expansive engineered fill over moisture conditioned subgrade or on 12 inches of lime treated subgrade. Detailed design and construction criteria are presented in -the report. .2. The soils encountered in our test holes were relatively consistent in the borings. Subgrade soils consisted of 3.5 to 5.0 of very stiff sandy clay underlain by silty sand to the maximum depth explored of 15.0 feet. Groundwater was encountered in our -test holes at the time they were excavated at depths ranging from 3.5 to 4.5 feet. 3. We recommend the proposed -buildings be founded on -spread footings. Detailed design and construction criteria are presented in the report. 4. Good surface drainage should be constructed to provide rapid removal of runoff away from the structures and off of pavements. 5. Flexible (asphalt) and rigid (concrete) pavement sections have been provided for various traffic indices. 3.0 GENERAL SITE CONDITIONS The site is located at the existing Butte County Rice Growers Association facility. Proposed location # I is just south of existing warehouse MA and 6B. The site is covered with brush and areas of standing water. Proposed location #2 is south. of existing warehouse #2; the site is covered with miscellaneous debris and a small storage shed located at the northwest end. Rice fields were located south and west across Midway Road. The foundations of the surrounding structures appear to be performing well.- The site is relatively flat and the surrounding area is generally agricultural development. 4.0 GEOLOGIC CONDITIONS The surficial geology of the site is composed of Holocene age alluvium basin deposits. The sediment consists of fine-grained deposits of silt and clay in flood basins between modem water courses. . 1 Regional Geologic Map Series, 1981, Geologic Map of the Chico Quadrangle, California, 1:250,000, DMG Map No. 7A. BCRGA Warehouse Tilt -up Job Number SG04320 Page 3 The site is located in Seismic Zone 3' and all structures should be designed accordingly. The closest fault system thought capable to generate earthquakes'is the Foothills Fault System located approximately 10.0 km (6.2 mi) to the east of the site. Due to the relative proximity of the Foothills Fault System and other faults to the site, there is a reasonable possibility that the site will be subjected to a moderate amount of shaking from a seismic event during the life of the structures. The California Division of Mines and Geology assigns a probabilistic (10% probability of exceeding that motion in a 50 year period) peak horizontal ground acceleration for surface soil at the subject site of 0. 1 g to 0.2g based on an interpretation of color patterns of the Butte County area plotted on a seismic hazard map of California. A detailed analysis of earthquake induced liquefaction for the proposed site was outside the scope of our investigation; however, the underlying subgrade is very dense and we believe the potential for liquefaction at this site is low. Following is a table of the 2001 Uniform Building Code (UBC) Soil Parameters which may be used for design of structures at the subject site. The 2001 UBC does not consider near source factors for Type C faults like the Foothills Fault System. The closest fault that could qualify for near source accelerations is the Type B Huntington Creek - Berryessa Fault located 90.1 km (56.0 mi) to the west of the site. No near source factors should be applied for faults whose distance is greater than 15 km (9.3 mi). 5.0 FIELD EXPLORATION AND LABORATORY TESTING The field investigation conducted at this site consisted of drilling six exploratory test holes. Test holes were drilled with a B-24 truck -mounted drilling rig with solid stem auger. These test holes were drilled on November 12, 2004 and were carried to depths ranging from 5.0 to 15.0 feet. The test holes were drilled in the proposed building and drive areas. The locations of the test holes are shown on the Location Map, Plate No. 1. The locations of the test holes were determined by pacing hence accuracy can be implied only to the degree that this method warrants. 2 Uniform Building Code, 2001 Edition, International Conference of Building Officials, Whittier, CA. ' California Division of Mines and Geology, 1999, Seismic Shaking Hazard Maps of California, CDMG Seismic Shaking Hazard Map Sheet 48. Seismic Zone 3, Z 0.30 Soil Type, Sd Sd Closest Seismic Source Type B Seismic Co -efficient, Ca 0.36 Seismic Co -efficient, Cv 0.54 Distance to Huntington Creek - Berryessa Fault 90.1 Ian (56.0 mi) 5.0 FIELD EXPLORATION AND LABORATORY TESTING The field investigation conducted at this site consisted of drilling six exploratory test holes. Test holes were drilled with a B-24 truck -mounted drilling rig with solid stem auger. These test holes were drilled on November 12, 2004 and were carried to depths ranging from 5.0 to 15.0 feet. The test holes were drilled in the proposed building and drive areas. The locations of the test holes are shown on the Location Map, Plate No. 1. The locations of the test holes were determined by pacing hence accuracy can be implied only to the degree that this method warrants. 2 Uniform Building Code, 2001 Edition, International Conference of Building Officials, Whittier, CA. ' California Division of Mines and Geology, 1999, Seismic Shaking Hazard Maps of California, CDMG Seismic Shaking Hazard Map Sheet 48. BCRGA Warehouse Tilt -up Job Number SG04320 Page 4 Sampling of test holes was ped6rmed at various depths by a California Modified 2.5 inch o.d. split spoon sampler with stainless steel tube liners. The sampler was driven by a 140 -pound hammer with a 3 0 -inch drop. Blow. counts required to drive the sampler every 6 inches for a total depth of 18 inches were recorded and a summary of the blow counts for the last 12 inches is presented on the Log of Test Boring sheets, Plate Nos. 2 through 7. Relatively undisturbed soil samples obtained from the test holes were taken to the laboratory of Neil 0. Anderson & Associates, Inc., Sacramento, California and used for performing laboratory tests. Tests performed consisted of natural moisture content, gradation, pocket penetrometer, expansion index, and Atterberg limits. A summary of the test results is shown on the Log of Test Borings, Plate Nos. 2 through 7. Two grab samples of the subgrade soil in the drive areas were obtained for performing Hveem-Stabilometer (R -value) tests. Due to similar soils, the samples were combined and one R - value test was performed. The test rendered an R -value of 5. A graphical representation of the laboratory testing is presented in Appendix A. For. the approximate location of the samples, see the Location Map, Plate 1. 6.0 SOIL CONDITIONS Visual classification according to ASTM D2488 (Visual - Manual Procedure) of each soil stratum encountered in the test holes was made in the field by an engineer at the time the test holes were excavated. A classification, in-situ description, and graphical representation of each soil encountered, is presented on the Log of Test Boring Sheets. The Test Boring Legend is presented on Plate No. 8. The soils encountered in our test holes were relatively consistent in the borings. Subgrade soils consisted of 3.5 to 5.0 of stiff to very stiff sandy clay underlain by silty sand to the maximum depth explored of 15.0 feet. The sand was fine, very dense and saturated. Groundwater was encountered in our test holes at the time they were excavated at depths ranging from 3.5 to 4.5 feet. . Two samples of the sandy clay were tested for Atterberg Limits and exhibited liquid limits of 55 and 62, plasticity indices of 33 and 38, and contained 61 and 84 percent silt and clay -sized particles (passing the No. 200 sieve) respectively. One sample of the sandy clay was also tested for an Expansion Index and rendered a value of 9 1; testing indicates the sandy clay soils across the site have high expansion potential. Three samples of the underlying silty sand were tested for Atterberg Limits and deemed non -plastic with 22 to 33 percent silt and clay -sized particles (passing the No. 200 sieve). For a more detailed description of the soils encountered in the test holes see the Log of Test Borings, Plate Nos. 3 through 7. The Log of Test Borings show subsurface conditions at the date and locations indicated; it is not warranted that they are representative of subsurface conditions at other locations and times. BCRGA Warehouse Tilt -up Job Number SG04320 Page 5 7.0 DESIGN STUDIES AND RECOMMENDATIONS I From a soil engineering standpoint, it is our opinion that the site is suitable for development of the proposed, project; however, all of the conclusions and recommendations presented in this report should be incorporated in the design and construction to ' avoid soil and foundation problems. The primary geotechnical concerns that will influence development of this site is the presence of highly expansive clay soils. 'The main item of consideration that will influence the construction of this site is the expansive nature of the surficial clay soils. Foundations should extend below the point of seasonal moisture fluctuations and special measures should be taken to protect the slabs from the swelling pressures of the clay. We are providing two options to help protect the building slabs. Following is a summary of the options: Option 1: Over excavate the building pad to a depth of 18 inches, moisture condition the resulting subgrade, and replace the over -excavated native soil with a non - expansive fill. Option 2: Construct the building pad with moisture conditioned on-site clay soils and lime treat the top 12,inches of the building pads with a percentage of high calcium quick lime. 7.1 Option 1: Moisture Conditioning and 18" Non -Swelling Fill 7.1.1 Buildine Pad Gradina The site should initially be cleared of any surface organic growth, loose soil, and miscellaneous debris. Existing structures and associated foundations on the site should be completely removed. Any voids resulting ftom removal should be cleaned out of all loose soil and debris and then scarified, moisture conditioned, and re -compacted as specified in Appendix B. Voids should then be backfilled with engineered fill as specified in Appendix B. After the area is cleared and any required cuts are made, the native clay should be cut to a depth of 18 inches below finished subgrade. -The subgrade thus exposed should be scarified, moisture conditioned, and re -compacted as specified in Appendix B with the following miodification: All on;..site clay soil that is either scarified and re -compacted or utilized for fill shall be placed and compacted to a minimum 90 percent relative compaction, at a minimum of 4 percent above optimum moisture content as determined in ASTM D1557. If compaction or the required minimum moisture content has not been achieved, the fill or re -compacted subgrade will be considered unacceptable and reworking of the fill or subgrade shall be required. BCRGA Warehouse Tilt -up Job Number SG04320 Page 6 The depth of moisture conditioning and scarification of the subgrade is highly dependent upon the time of year of construction and the site conditions that exist immediately prior to construction. If construction is occurring during the summer or fall and the subgrade soils have been allowed to dry out, the depth of scarification and moisture conditioning may be as much as 12 to 18 inches. A representative from our office should be present to observe the exposed subgrade and specify the depth of scarification and moisture conditioning required. Moisture conditioning of the pads should extend at least 5 feet beyond the footing line and under any attached perimeter sidewalks. After scarification and re -compaction of the subgrade, the building pad should be topped with 18 inches of non -expansive engineered fill meeting the specifications provided in Appendix B. The engineered fill should be placed and compacted to at least 90 percent relative density in accordance with Appendix B. Any imported fill should be approved by our office prior to placement. Engineered fill should extend a minimum of 5 feet beyond proposed foundation lines or under any perimeter sidewalks or other exterior concrete flatwork. A representative of our firm should be present during construction to observe site grading and test compaction. 7.1.2 Building Pad Foundations If grading is accomplished as specified for this option, the foundation may consist of conventional spread footings and a concrete slab -on -grade floor. Footings should extend through the engineered fill and bear on the underlying native soil. Footings should have a minimum width of 12 inches and should be carried to a minimum depth of 24 inches below surrounding grade. Footing reinforcement should be designed by the structural engineer. However, as a minimum, footing reinforcement should consist of 244 bars top and bottom (total of 4 bars). Foundations constructed in this manner may be loaded to a bearing capacity of 2,500 pounds per square foot total load. Bearing capacity may be increased by 1/3 for temporary wind and seismic loads. Potential settlement, either immediate or long term, of foundations constructed and loaded in this manner should be less than I -inch total and V2 - inch differential. A passive soil pressure of 350 pounds per square foot equivalent fluid pressure may be used to resist lateral forces in the footings. A coefficient of friction of 0.30 between the soil and the concrete footing may be used to resist basal sliding. Passive pressure and friction may be combined to'resist sliding provided the passive pressure is reduced by V2. Footing excavations should be observed by a representative of our office to verify that suitable bearing material has been encountered. 7.1.3 Building Slabs Four inches of clean gravel should be placed beneath the slabs'on-grade. This gravel should' be well graded between a maximum size of 1 inch and a minimum size of %4inch with zero percent passing the No. 4 sieve. The gravel should be covered by an impervious vapor barrier such as 10 mil visqueen or equivalent. The visqueen should be covered by I to 2 inches of sand to protect it during construction and to aid in curing the concrete. It is recommended BCRGA Warehouse Tilt -up Job Number SG04320 age 7 that the slabs be a minimum of 4 inches thick in office areas and 5 inches thick in warehouse areas, and be reinforced with fibermesh, 6 x 6 x I-Amm x 1.4min (6x6x 1 Ox 10) wire mesh, or #3 bars at 18 inch centers both ways. ', If welded wire fabric is chosen, sheets should be specified in lieu of rolls to ensure more accurate placement within the concrete slab. in slab areas without floor coverings (i.e. warehouse areas) 4 inches of class H aggregate base should be placed beneath the slab on grade in lieu of the clean gravel. The aggregate base should be compacted to 95 percent of a modified proctor dry density (ASTM D1557). Industrial slab floors bearing heavy loads are often designed using a modulus of subgrade reaction. We recommend use of a modulus of 100 pounds per square inch per inch of deflection (pci) for slabs bearing on 4 inches of aggregate base. 7.2 Option 2: 12" Chemical Treatment 7.2.1 Buildine Pad Gradin For this option, the building pad is constructed with the on-site clay soils, but once the pad is brought to grade, the upper 12 inches is thoroughly mixed with a percentage of high calcium lime and re -compacted. This will practically eliminate the swelling potential of the clay soils within the treated layer. If this option is selected, our office should be retained to determine the required percent (by dry weight) of high calcium quick lime to be mixed in with the on-site soils. For budgeting purposes, we estimate 4.5 percent lime will be sufficient to stabilize the subgrade a this site. Lime treatment should be performed according to Section 24 ofthe CalTrans Standard Specifications. The CalTrans specifications are. presented in Appendix C. Our experience indicates that lime treatment of the subgrade provides the most uniform support for the building floor slab. Lime treatment of the building pad provides the added benefit of creating a workable building surface during wet weather. Clearing, moisture conditioning, scarification, and re -compaction of the original ground :should be performed as indicated in Option- 1. Lime treatment of the pad should extend at least 5 feet beyond the footing line and under any attached. perimeter sidewalks. 7.2.2 Building Foundations/Slabs Same as those outlined in Option -1, 7.1.2 and 7.1.3. The depth of the footings should be at least 18" below surrounding grade for this option. BCRGA Warehouse Tilt -up Job Number SG04320 Page 8 77� 7.3 Surface Drainage Performance of foundations and concrete flatwork is influenced by the moisture conditions existing within the foundation soils. The risk of wetting foundation soils can be reduced by carefully planned and maintained surface drainage. Surface drainage should be designed to'provide rapid runoff of surface water away from the proposed building. The ground surface surrounding the exterior of the improvements should be sloped to drain away from the structures in all directions. We recommend a minimum slope of at least 6 inches in the first .10 feet. The ground surface should be sloped so that water will not pond adjacent to the building. 7.4 Tests and Inspections . It is recommended that our office be afforded the opportunity of reviewing the completed foundation and grading plans to verify that our recommendations have been properly interpreted and incorporated. Unless our office is allowed this opportunity, we disavow any responsibility from problems arising from fi-illure to follow' geotechnical recommendatio . ns or improper interpretation and implementation of our recommendations. It is also recommended that our office be retained to perform the recommended grading control, over -excavation inspection, compaction testing, and footing inspection. Unless we have been retained to provided these services, our office can not be held responsible for problems arising during or after construction that could have been avoided had these services been performed. The feesfor these services are in addition to that associated with this report. 8.0 PAVEMENT RECOMMENDATIONS' Two subgrade samples were collected from within the proposed pavement area. Due to similar soils the samples were combined and one R -value test was performed. Testing rendered an R -value of 5. Pavement sections have been designed using various traffic indices. Based on our. experience with this type of project, a traffic index 5.0 was used for design. Iftraffic indices different from these are required, please contact our office and a suitable recommended design can be provided. Flexible (asphalt) pavement sections have been designed according to the latest addition of the Cal Trans Highway design manual and using a 20-y'ear pav . ement life. The pavement sections are presented next. BCRGA Warehouse Tilt -up Job Number SG04320 Page 9 FLEXIBLE PAVEMENT' SECTION. DESIGN Subgrade R -Value Traffic Index Traffic Pavement Section, inches Asphalt Concrete Aggregate Base Lime Treat ed. Subgrade 5 5.0 drives 3.0 10.0 Base 5 5.0 drives 3.0 4.6 8.0 The recommended concrete pavement sections have been designed utilizing the Portland Cement Associations manual "Thickness Design for Concrete Highway and Street Pavements". Design is based on a 20 year pavement life. The rigid pavement sections are presented next. GID (CONCRETM-PAVEMiNTAC !RI TION�DESIGN` Pavement Section, inches Subgrade Traffic Pattern Concrete Compressive Aggregate LStrength , Pavement Strength, psi Base low 13 trucks per day 6.5 2500 40 low 8 trucks per day 6.0 3000 4.0 The paving materials must conform to the requirements of the State of California, Department of Transportation, Standard Specification. Type B asphaltic concrete and Class 2 aggregate base. If other material is desired for use as base, our office should be contacted to provide additional pavement recommendations. Lime treated subgrade has performed well under similar clay soil conditions and we believe that this alternative will perform best. For budgeting purposes, assume the clay subgrade should be mixed with 4.5 percent lime (by dry weight) of high calcium quick lime. Lime treatment for the areas should be performed according to Section 24 of the California Transportation Standard Specifications (Appendix C), with special emphasis on the need to seal or cover with aggregate base the finished lime treated subgrade within 24 hours. The lime treated subgrade should be compacted to dry densities in excess of 95 percent of the maximum -dry density obtainable in the ASTM D 1557 Compaction Test. The pavement area subgrade should be stripped of all organic matter, loose soil, etc., and any required cuts made. A minimum of 8 inches of compacted subgrade should be provided beneath the BCRGA Warehouse Tilt -up Job Number SG04320 P age 10 pavement sections. The subgrade -should be compacted to dry densities in excess of 95 percent of the maximum dry density obtainable in the ASTM D 15 5 7 Compaction Test. All aggregate base should - be compacted to 95 percent of the maximum dry density obtainable in the ASTM D1557 Compaction Test. Studies have indicated that a major factor in extending pavement life is to provide adequate drainage for both the pavement surface and subgrade. Care should be made during the development of the grading plan to provide for good drainage. It is recommended that extruded concrete curbing not be utilized for planters. Landscaped and irrigated planters thdt-exist or are constructed adjacent to pavement should have cut-off curbing constructed around them that extends a minimum of 6 inches into the subgrade soils. It is, also recommended that concrete pavement be constructed at loading docks, trash enclosures, and in any area where trucks stop or turn at low speeds. 9.0 UTILITY CONSTRUCTION The surface soils encountered in the test holes are classified as Type "B" soil. Type "B" soil, as detem-iined by OSHA, is considered relatively stable in shallow trench excavations. Caving soils should be anticipated below the ground water table (estimated at 3.5 to 4.0 feet). The contractor should have an experienced person identify the soils encountered and refer to OSHA standards to determine appropriate methods to protect individuals working in excavations. All trench excavations should be according to Cal OSHA requirements.. � Backfill placed in trenches should be placed in approximately 12 inch lifts in un -compacted thickness. However, thicker lifts may be used, provided the method of compaction is approved by the soil -engineer * and the required minimum -degree of compaction is achieved. Material should be compacted to at least 90 percent of the maximum dry density obtained in the ASTM D1557 Compaction Test. The upper 12 inches of trench backfill within pavement areas should be compacted to at least 95 percent relative compaction. 10.0 LIMITATIONS The recommendations of this report are based on th6. information provided regarding the proposed construction as well as the subsoil conditions encountered at the test hole locations. If the proposed construction. is modified or rd7sited, or if it is found during construction that subsurface conditions differ from those *described on the test boring logs, the conclusions and recommendations of this report should be considered invalid unless the changes are reviewed and the conclusions and recommendations modified or approved in writing. The analysis, conclusions and recommendations cont ained . in this report are based on the'site conditions as they existed at the time we excavated our test holes. It was assumed that the test holes were representative of the subsurface conditions throughout the site. BCRGA Warehouse Tilt -up Job Number SG04320 Page 11 If there is a substantial lapse of time. between the submission of our report and the start of work at the site, or if conditions have changed due to natural causes or construction operations at or adjacent to the sitei we urge. that our report be reviewed to determine the applicability of the conclusions and recommendations considering the changed conditions and time lapse. This report is applicable only for the project and site studied. This report should not be used after 3 years. This report should not be transferred to a third party without the express- written consent of this office. Our professional services were performed, our findings obtained, and our recommendations proposed'in accordance with generally accepted engineering principles and practices. This warraiity is in lieu of all other warranties either expressed or'imp'lied. Test findings and statements of professional opinion do not constitute a guarantee or warranty,'expressed or implied.. The scope of our services did not include any environmental assessment or investigation for the presence or absence of wetlands,' hazardous or toxic materials in the soil, surface water, groundwater or air, on or below or around this site. Any statements in this*report or on the soil logs regarding odors noted or unusual or 'suspicious iterris or conditions observed are strictly for the information of our client. NEEL 0. ANDERSON & ASSOCIATES, INC. Bob Kim, Stkf Engineer. Robert E. Holiner, Project Manager BSCE RCE No. 62542 BK:REH:bk [Warehouse Tiltup.wpd] MIDWAY PROPOSED WAREHOUSE#1 B-1+ RV -1 A B_*5 RV-2A§#� PROPOSED 13-+6 2 OT WAREHOUSEIF ��r - _ B -*3 B-441 UNION PACIFIC RAILROAD Offl- LOCATION MAP BCRGA WAREHOUSE TILT -UP 1193 RICHVALE HIGHWAY RICHVALE, CALIFORNIA EXPLANATION Location of test hole ( 421 *B_1 A Location of R Value NO SCALE RVA m I VICINITY MAP NEIL 0. ANDERSON & ASSOC., INC. GEOTECHNICAL SERVICES - ENGINEERING LABORATORIES 600 North Market, Suite S, Sacramento, CA 9S834 (916) 929-9267 PLATE 1, MIDWAY SITE� SITE [No 22 0 3m 7MIDWA ?,0 P"D m 3m loo X4\ 014 HVWVY 99 VICINITY MAP NEIL 0. ANDERSON & ASSOC., INC. GEOTECHNICAL SERVICES - ENGINEERING LABORATORIES 600 North Market, Suite S, Sacramento, CA 9S834 (916) 929-9267 PLATE 1, 1 0 X -U 0 C) (D 00 1 Sample Z ;U c - M C) �fi (D (b K) 9 0 a) . RL > Sampling Method G) M 0 0 0 Z —1 c 4 0 r - M CL ----------------------------------------------- ............................................... moisture, % 0 ............................ z K - .............. .................................... -.- ... - ........... - --- -I ................................................. .................................................................................. ................................. c > a) M M U) Dry Density, pcf X 0 0 Blow Counts ca 0 0 > k-4 0 > 0 3 > w (YI 00 0 Ground Water Soil Lithology cc rA 0 Q > 0 0 171 It "n 0 > t-0 M M U) M cl) 0 > 0.0 oil 0 X > E z z > 0 cn G) c M ;U n Z 00 0 M > M -1 r- M M 0 0 ;0 M M 0 z Z 0 0 M Q z c 3 IOU -n M X M M 44 W K) Denth ft. Z 01 z C, . . . . . . . . . . . . . i", - Mx. ............... ....... . . . . THTITI cr Ln cr (A En CL t< CD Cb CD = t!, --2. 0 00 1 ............................. ............................................... .......................................... ........................... . ........... ................................................... ............................................................... .............................................................. .............................................................. ----------------------------------------------- ............................................... ........................................................................ ............................................................ .............. ............................................................... ............................................................... ............................ ... ........................................................ ................................. .................................................................................................................. - .............. .................................... -.- ... - ........... - --- -I ................................................. .................................................................................. ................................. . . . . . . . . . . . . . i", - Mx. ............... ....... . . . . THTITI cr Ln cr (A En CL t< CD Cb CD = t!, --2. 0 Neil 0. Anderson & Assoc., Inc. BOREHOLE NUMBER. 600 N. Market, Suite 5, Sacramento, CA 95834 LOG OF TEST BORING (916)929-9267 Fax (916)929-9269 B-2 PROJECT NUMBER: SG04320 DATE DRILLED: 11/12/2004 PROJECT NAME: BCRGA WAREHOUSE TILT -UP GROUND SURFACE ELEVATION: 0.0 Feet LOCATION: 1193 RICHVALE HIGHWAY, RICHVALE, CALIFORNIA DRILLING EQUIP.: B-24 TRUCK MOUNTED DRILL RIG PLATE NO. 3 10 0 CL .2 '07) 0 'D :E CL C3 I a iD 'M E Blow Count o' E 0) M M 0 0 0 Ld co U) 1 2 C3 1 Fn I Histogram (n Soil Lithology Description Notes 0 -1 -2 -3 A -6 7 -9 -2 CM 125 1103117 CM 128 1102150+ SANDY CLAY: (CH) Clay, sandy, very stiff, moist, dark brown pp = 1.25 tsf -200 = 22% non -plastic 11 Neil 0. A6derson & Assoc., Inc. BOREHOLE NUMBER 600 N. Market, Suite 5, Sacramento, CA 95834 LOG OF TEST BORING (916)929-9267 Fax (916)929-9269 B-3 PROJECT NUMBER: SG04320 DATE DRILLED: 11/12/2004 PROJECT NAME: BCRGA WAREHOUSE TILT -UP GROUND SURFACE ELEVATION: 0.0 Feet LOCATION: 1193 RICHVALE HIGHWAY, RICHVALE, CALIFORNIA DRILLING EQUIP.: B-24 TRUCK MOUNTED DRILL RIG PLATE NO. 4 0 CL '0" 0 :E L) CL 5 _j t! E E 3: Blow Count 2 a) M co .2 0 0 U) M Histogram a U) Soil Lithology Description Notes SANDY CLAY: (CH) Clay, sandy, very stiff, moist, dark brown CM 128 197 150+ ...... SILTY SAND: (SM) Sand, silty, fine, very dense, saturated, brown CM 125 197 150+ pp = 1.75 tsf Neil 0. Anderson & Assoc., Inc. BOREHOLE NUMBER 600 N. Market, Suite 5, Sacramento, CA 95834 LOG OF TEST BORING '(916)929-9267 Fax (916)929-9269 B-4 PROJECT NUMBER: SG04320 DATE DRILLED: 11/12/2004 PROJECT NAME: BCRGA WAREHOUSE TILT -UP GROUND SURFACE ELEVATION: 0.0 Feet LOCATION: 1193 RICHVALE HIGHWAY, RICHVALE, CALIFORNIA DRILLING EQUIP.: B-24 TRUCK MOUNTED DRILL RIG PLATE NO. 5 0 -7 0 1 r- r, - CL 0 E 0) cL 0 -6. E E .9 Blow Count 2 d) ca W 0 0 C) P) Histogram (D U) Soil Lithology Description Notes 0 -1 -2 -3 A -6 -7 -8 -2 N. N. N.- nuffill Nunn: 11MINEEN CM 137 180 150+ SANDY CLAY: (CH) Clay, sandy, very stiff, moist, dark brown SILTY SAND: (SM) Sand, silty, fine, very dense, saturated, brown pp = 2.0 tsf -200 = 84% pi (11=62; pi=33) -200 = 28% non -plastic i Neil 0. Anderson & Assoc., Inc. BOREHOLE NUMBER 600 N. Market, Suite 5, Sacramento, CA 95834 LOG OF TEST BORING (916)929-9267 Fax (916)929-9269 B-5 PROJECT NUMBER: SG04320 DATE DRILLED: 11/12/2004 PROJECT NAME: BCRGA WAREHOUSE TILT -UP GROUND SURFACE ELEVATION: 0.0 Feet LOCATION: 1193 RICHVALE HIGHWAY, RICHVALE, CALIFORNIA DRILLING EQUIP.: B-24 TRUCK MOUNTED DRILL RIG PLATE NO. 6 0 CL 0) .9 2; a 0 'a CL a 'EL E E MA Blow Count 0 0 2 1 a I M Histogram LI) Cn Soil Lithology Description Notes 0 SANDY CLAY: (CH) Clay, sandy, very stiff, moist, dark brown -2 CM 25 103 17 3- -4— XX SILTY SAND: (SM) Sand, silty, fine, very dense, saturated, brown 6— 7 CM 28 102 50+ . ...... -8 -9 10- 14- -12- _13- 14- -15- _16- 17- -20 - pp = 1.25 tsf -200 = 22% non -plastic Neil 0. Anderson & Assoc., Inc. BOREHOLE NUMBER - 600 N. Market, Suite 5, Sacramento, CA 95834 LOG OF TEST BORING (916)929-9267 Fax (916)929-9269 B-6 PROJECT NUMBER: SG04320 DATE DRILLED: 11/12/2004 PROJECT NAME: BCRGA WAREHOUSE TILT -UP "GROUND SURFACE ELEVATION: 0.0 Feet LOCATION: 1193 RICHVALE HIGHWAY, RICHVALE, CALIFORNIA DRILLING EQUIP.: B-24 TRUCK MOUNTED DRILL RIG PLATE NO. 7 00, :E z (D L) t! E CL U) 0 3: Blow Count E 0 4) W M C3 U) U) a Co Histogram a (n Soil Lithology Description Notes D.pth V-) DESCRIPTION MAJOR DIVISIONS GW WELL-GPADED GRAVELS, GRAVEL SAND G COARSE CLASSIFICATION MIXTURES, LITTLE OR NO FINES CLEAN GRAVELS (LITTLE OR NO GRAVEL AND GRAVELLY SOILS GRAINED SOILS Plasticity Grain Size Analysis pi gr GP POORLY -GRADED GRAVELS, GRAVEL SAND FINES) SP MORE Specific Gravity Shrink/Swell MIXTURES, LITTLE OR NO FINES THAN 50% LARGER THAN NO. GM SILTY GRAVELS, GRAVEL -SAND -CLAY ds uc tX MIXTURES SANDS WITH MORE THAN 5'01/6 OF 200 SIEVE Pocket Pentrometer Torvane Shear pp ts APPRECIABLE AMOUNTOF COARSE FRACTION RETAINED ON NO. 4 SIEVE GC CLAYEY GRAVELS, GRAVEL -SAND -CLAY C MIXTURES FINES sw WELL -GRADED SANDS, GRAVELLY SANDS, LITTLE OR NO FINES CLEAN SAND (LITTLE OR NO SANDS AND SANDY souls SP POORLY -GRADED SANDS, GRAVELLY SANDS, FINES) LITTLE OR NO FINES MORE THAN 50% OF SM SILTY SANDS, SAND -SILT MIXTURES SANDS WITH APPRECIABLE AMOUNTOF COARSE FRACTION PASSING NO. 4 SIEVE SC CLAYEY SANDS, SAND -SILT MIXTURES FINES ML INORGANIC SILTS AND VERY FINE SANDS, FINE ROCK FLOM SILTY OR CLAYEY FINE SANDS GRAINED OR CLAYEY SILTS WITH SLIGHT PLASTICITY SOILS MOPE CL INORGANIC CLAYS OF LOW TO MEDIUM THAN 50% PLASTICITY, GRAVELLY CLAYS, LEAN CLAYS LIQUID LIMIT LESS SILTS AND LESS THAN 50 CLAYS SMALLER THAN NO. 200 SIEVE OL ORGANIC SILTS AND ORGANIC SILTY CLAYS OF LOW PLASTICITY MH INORGANIC SILTS, IVIICACIOUS OR DIATOMACEOUS FINE SAND OR SILTY SOILS CH INORGANIC CLAYS OF HIGH PLASTICITY, FAT CLAYS LIQUID LIMIT LESS SILTS AND GREATER THAN 50 CLAYS OH ORGANIC CLAYS OF MEDIUM TO HIGH PLASTICITY, ORGANIC SILTS PT PEAT, HUMAS SWAMP SOILS WITH HIGH I HIGHLY ORGANIC SOILS ORGANIC CONTENTS D.pth V-) S—ple SAMPLE TYPE TEST TYPE Notes G GRAB SAMPLE CLASSIFICATION Plasticity Grain Size Analysis pi gr SP DRIVE SAMPLE, 2.0" o.d., 1.38" i.d., sampler driven with 140 lb hammer, 30" drop (Standard Specific Gravity Shrink/Swell Sg S/S Penetration Test). DRIVE SAMPLE, 2.5" o.d., 1.92" i.d., sampler driven with 140 lb hammer, 30" drop, with tube liners. STRENGTH - Direct Shear Unconfined Compression Triaxial Compression ds uc tX CM —5— PUSH SAMPLE, 2.87" W. thin wall sampler Pocket Pentrometer Torvane Shear pp ts PS (Shelby Tube), hydraulically pushed. CONSOLIDATION C UNIFIED SOIL CLASSIFICATION SYSTEM AND BOMNG LOG SYMBOLS IAONEIL 0. ANDERSON BCRGA Warehouse Tilt -up AND ASSOCIATES 1193 Richvale Highway Rictivale, Califomia. 600 N. Market, Suite 5 Sacramento, California Plate No. 8 APPENDIX A LABORATORY TESTING NEIL 0. ANDERSON A N D A S S 0 C I A T E S ATTERBERG LIMITS DETERMINATION' LIOUID LIMIT PLASTIC LIMIT I zoo" on am, 97; MrWIT 1011 0 - Wt. of water -Iqu- m -be r of blows PLASTIC LIMIT I zoo" on am, 97; MrWIT 1011 0 - Inn a M. 1, ".- Date: 11/23/2004 Liquid Limit: 55 Project: 13CRGA Warehouse Plastic Limit: 17 Project Number: SG04320 Plastic Index: 38 Sample Number: 131-1-1 Plate No. A-1 SG04320 LODI a SACAAMENTO a MO.DESTO SACRAME.NTO. O.FFIC.E 600 North Market Blvd.. Suite 5; Sacral�cntb, CA95834 9 . I . 6.929.9267 FAx 916.929.9269 - www.noandersbn.com NEIL 0. ANDERSON A N D A S S 0 C I A T E S ".44 4 ATTERBERG LIMITS DETERMINATION LIOUID LIMIT PLASTIC LIMIT VA Wei wn V WIT -1 - VA Wei 1 re rk P-7-TER7. IT 1� MKI PLASTIC LIMIT Date: 11/23/2004 Li'quidiimit: 62 Project: 13CRGA Warehouse Plakic Limit: 29 Project Number: SG04320 Plistic Index: 33 Sample Number: 134-1-1. Plate No. A-2 SG04320 L 0 D I - S A.C.RA M E N T 0 'M 0.D -E S.T.O. SA C RA M-E�NJ 0 0 FT K E 600 N6rth MaTket Blvd., Suite 5; Sacramentb, CA 95 834 9'16.929.9267 FAx P 16.929.9269 a www.boanderson.com U771M. ils� rk P-7-TER7. IT 1� MKI Date: 11/23/2004 Li'quidiimit: 62 Project: 13CRGA Warehouse Plakic Limit: 29 Project Number: SG04320 Plistic Index: 33 Sample Number: 134-1-1. Plate No. A-2 SG04320 L 0 D I - S A.C.RA M E N T 0 'M 0.D -E S.T.O. SA C RA M-E�NJ 0 0 FT K E 600 N6rth MaTket Blvd., Suite 5; Sacramentb, CA 95 834 9'16.929.9267 FAx P 16.929.9269 a www.boanderson.com NEIL 0. ANDERSON A N D A S S 0 C I A T E S BC 18-2 EXPANSION INDEX TEST P_ngree of 5aturatlon Calulatlon Wei�aht of Soil I W5 = (wt. of 5oil + rincj) - (wt. Of rincj): 339.7 cyan`15 Percent Moi5ture 2 M%, from oven driecl 5ample: I 1 .8 Area of Ki �53 3 A = 51.48 cm 2 hel!oht of Pj!je 4 Hr = 2.54 cm 51?ecific Gravity of Solid5 5 G5 = A55ume 2.7 (per U13C) Hei!�ht of Solid5 G H5 = W5/(A*G5) = W51220 1.540 cm hei�3ht of Water 7 HW = H5*(M0/0/ I 00)*G5 0.490 cm De�aree of Saturation 8 Sr = H.w/(Hr-H5)* 100 49.0% Should be between 49 4� 5 1 % 5W2mlon Zadex re.5 M015ture. Content: 11.5 % Initial dry den5ity: 9 I..G lb/ft 3 Dial readincj before con5olidation: 0.0033 in. Dial readincj after con5ohdation: 0.004 in. Dial readincj after 5well: 0.094G in. Initial ThicknC55 Kincj thickne55 -(dial before con5. -dial after con5.) 1.0007 in. final Thickne55 initial thicknC55 + (dial after 5well - dial after con5.) -1.0513 in. E.I., (final thickne5s - initial thickne5syinitial thicknerr,* 1000 :1 91 1 Sample De5cription Sandy Clay Location 131 Plate No. A-3 Job No. SG04320 4001 * SAC3AMENTG P 1,4*0PESTO SACRAMEWTO OFTFIX 4221 Sacraimanh),CA95334 a 916.929.92,67 - FAX916.929.9269 -. wwwmioundcmmcum APPENDIX B ENGINEERED FILL SPECIFICATIONS BCRGA Warehouse Tilt -up Job Number SG04320 Appendix B APPENDIX B ENGINEERED FILL SPECIFICATIONS A. CLEANING AND STRIPPING Work includes cleaning and stripping of the building pad and surrounding areas as indicated on the drawings. From this area remove all debris, old pavement, trees, brush, roots, and vegetable ruin and grub out all large roots (V2inch or greater diameter) to a depth of at least two feet below the footing elevation. The vegetable materials and all materials from the cleaning operation shall be removed from the site. If large areas are involved and the surface vegetation is sparse, discing in of the surface organic debris on the building pads may be permitted under the direction of the soil engineer. B. CONSTRUCTION OF FILL (1) Preliminga Operations After the cleaning and stripping operation and the cuts have been completed and before any fill is placed in any particular area, the existing surface shall be scarified to a depth of 6 inches and compacted to dry densities in excess of 90 percent of the maximum dry density as obtained by the Modified Compaction Test, ASTM D1557, designation. It may be necessary to adjust the moisture content of the subgrade soil by watering or aeration, to bring the moisture content of the soil near optimum in order that the specified densities can be obtained. (2) Source of Material Engineered fill materials (on site or import) shall consist of sandy silts, sands, or sands and gravels unless stated otherwise in the report. Engineered fill material shall not contain rocks greater than 3 inches in greatest dimension and should be non -expansive in nature with a plasticity index less than 7. At least seven days prior to the placement of any fill, the engineer shall be notified of the source of materials and samples shall be obtained to determine the suitability of the materials and for conducting laboratory compaction test on these'samples. (3) Placing and Compacti Fill materials shall be spread in layers and shall have a uniform moisture content that will provide the specified dry density after compaction. If necessary to obtain uniform distribution of moisture, water shall be added to each layer by sprinkling and the soil disced, harrowed, or otherwise manipulated after the water is added. The layers of the fill material shall not exceed 8 inches and each layer shall be compacted with suitable compaction equipment to provide the specified dry densities. BCRGA Warehouse Tilt -up Job Number SG04320 Appendix B (4) Required Densities The dry density of the compacted earth fill shall be at least 90 percent of the maximum dry density obtainable in the ASTM D1557 Compaction Test. The value of the optimum moisture content and maximum dry density will be determined by the engineer and this information, supplied to the contractor. (5) Seasonal Limits No fill shall be placed during weather conditions which will alter the moisture content of the fill materials sufficiently to make adequate I compaction impossible. After placing operations have been stopped because of adverse weather conditions, no additional fill material shall be placed until the last layer compacted has been checked and found to be compacted to -the specified densities.. (6) Control of CoMpaction The density of the upper 6 inches of subgrade and of each layer of fill shall be checked by the engineer after each layer has been compacted. Field density test shall be used to check the compaction of the fill materials. Sufficient tests shall be made on each layer by the engineer to assure adequate compaction throughout the entire area. If the dry densitie's are not satisfactory, the contractor will be required to increase the weight of the roller, the ' number of passes of the., roller, or manipulate the moisture content as required to produce. the specified densities. El BCRGA Warehouse Tilt -up Job Number SG04320 Appendix C APPENDIX C LIME STABILIZATION Caltrans Standard Specifications, Section 24 24-1.01 Description - This work shall consist of mixing lime and water with soil and compacting the mixture to the lines, grades and dimensions shown on the plans and as specified in these specifications and the special provisions. 24-1.02 Materials - Material to be stabilized shall be the native soil or embankment, containing no rocks or solids, other than soil clods, larger than 21/2 inches in any dimension. Removing and disposing of said rocks and solids larger than 21/2 inches, from native soil or embankment other than imported borrow, will be paid for as extra work as provided in Section 4-1.03D. Removing and disposing of said rocks and solids larger than 21/2 inches from imported borrow shall be at the expense of the Contractor. Lime shall conform to the requirements in ASTM Designation: C 977 with the exception that when a 250 gram test sample of quicklime is dry sieved in a mechanical sieve shaker for 10 minutes':.,: -30 seconds it shall conform to the following grading requirements: Sieve Sizes Percentage Passing 3/8" 98-100 No. 100 0-25 No. 200 0-15 A Certificate of Compliance in accordance with the provisions in Section 6-1.07, 'Certificates of Compliance,' shall be furnished with each delivery of lime and shall be submitted to the Engineer with a certified copy of the weight of each delivery. Water for mixing with soil and lime shall be free from oil and shall contain not more than 650 parts per million of chlorides as Cl, nor more than 1,300 parts per million of sulfates as SO4. The water shall not contain an amount of impurities that will cause a reduction in the strength of the stabilized material. 24-1.03 General - The amount of lime to be added to the material to be stabilized shall be as specified in the special provisions. All handling, spreading and mixing operations shall be conducted in such a manner that a hazard is not presented to construction personnel or the public. Lime shall be prevented from blowing by suitable means selected by the Contractor. if lime of more than one type or from more than one source are used on the project separate application rates will be determined for lime of each source or type. Lime from more than one source or of more than one type shall not be mixed. The lime shall be protected from exposure to moisture until used and shall be sufficiently dry to flow freely when handled. Lime shall not be spread while the ambient temperature is below 35'F., nor when the ambient temperature is expected to drop below 35'F. before mixing and compacting are be completed. The in-place moisture of the material to be stabilized shall be maintained above the optimum moisture, as determined by California Test 373, during the mixing operation. During compaction, finish rolling and grading, sufficient water shall be added to the surface of the material to prevent the surface from drying until curing seal is applied. No traffic other than the equipment performing the work will be al- lowed to pass over the spread lime, the mixed material or the compacted surface of the lime stabilized material. After application of the curing seal, no traffic will be permitted on the lime stabilized material for a period of 3 days. Damage to curing seal or lime stabilized material shall be repaired promptly by the Contractor at his expense, as directed by the Engineer. 24-1.04 Preparing Material - Unless otherwise ordered or ap- proved by the Engineer, the material to be stabilized shall be placed to the lines, grades and dimensions shown on the plans and compacted to a relative compaction of not less than 90 percent, before lime is added. The surface of the material to be stabilized shall not vary more than 0.08 -foot above or below the grade established by the Engineer, before lime is added. 24-1.05 Spreading - Lime shall be spread using equipment which will uniformly distribute the lime over the area to be stabilized. Tailgate spreading of lime will not be permitted. Lime shall be spread uniformly on he roadbed, and the rate of spread per square foot shall not vary by more than 10 percent of the rate designated by the Engineer. Lime may be spread on the prepared material in either a slurry or dry fo ' rm at the option of the Contractor. Hydrated lime shall not be spread in dry form. Either hydrated lime or quicklime may be used to prepare the slurry. The distance which lime may be spread ahead of the mixing operation will be determined by the Engineer. In no case shall spread lime be allowed to remain exposed at the end of themork day. Lime applied in slurry form shall be prepared and distributed using equipment and procedures capable of keeping the BICRGA Warehouse Tilt -up Job Number SG04320 Appendix C slurried lime in suspension and spreading the slurry uniformly over the areato be stabilized. The lime content of the slurry shall be as approved by the Engineer. 24-1.06 Mixing - Mixing lime and the material to be stabilized shall be conducted using equipment capable of mixing the materials uniformly to the depth specified. Lime and the material to be stabilized may be mixed off site. Mixing or remixing operations, regardless of the equipment used, shall continue until the material is uniformly mixed and free of streaks or pockets of lime. Prior to compaction, all mixed material other than rock or aggregate previously treated with asphalt lime, or cement shall comply with the following grading requirements: Sieve Sizes Percentage Passing F, 98 min. No. 4 60 min. When granular lime in dry form is used, the material shall be mixed at least twice. The first and final mixings shall not be performed on the same day. When the stabilized material, exclusive of one -inch or larger clods, is sprayed with a phenolphthalein alcohol indicator solution, areas showing no color reaction will be considered evidence of inadequate mixing. The depth of mixing of the lime stabilized material shall not vary more than 0. 1 -foot from the planned depth at any point. Mixing to a depth that exceeds the planned depth by 10 percent or more shall be considered evidence of an inadequate amount of lime and additional lime shall be added at the Contractoes expense. The entire mixing operation shall be completed within 7 days of the initial spreading of lime, unless otherwise permitted by the Engineer. 24-1.07 Compaction - Compaction shall begin as soon as possible, but not more than 24 hours after final mixing. Prior to initial compaction, maximum density will be determined on a composite of material from 5 random locations within the test area by California Test 216. The composite sample will be obtained after all mixing has been completed. The moisture content of the composite sample will be determined by California Test 226. Initial compaction shall be by means of sheepsfoot or segmented wheel rollers. This shall be immediately followed with final compaction by rolling with steel drum or pneumatic -tired rollers. Vibratory rollers will not be allowed. Where the required thickness is 0.50 -foot or less, the mixture shall be compacted in one layer. Where the required thickness is more than 0.50- foot, the mixture shall be compacted in 2 or more layers of approximately equal thickness, and the maximum compacted thickness of any one layer shall not exceed 0.50 -foot, except that the maximum compacted thick- ness of a single layer may be increased provided the Contractor can demonstrate to the Engineer that the equipment and method of operation will provide uniform distribution of the lime and the required compacted density throughout the layer. Engineer. Areas inaccessible to rollers shall be compacted to the required relative compaction by other means satisfactory to the The lime stabilized soil shall be compacted to a relative compaction of not less than 95 percent, except that the minimum relative compaction may be reduced to 92 percent provided the Contractor increases the lime content 0.5 percent at his expense. The relative compaction will be calculated on the dry weight basis. In-place density of the compacted lime stabilized material will be determined by California Test 23 1. A composite of material from a mini- mum of 5 random selected sites, taken at the time in-place density is determined, will be used to determine the in-place moisture content� by California Test 226. 24-1.08 Finish Rolling and Grading - The finished surface of the lime stabilized material shall be the grading plane and at any point shall not vary more than 0.08 -foot above or below the grade established by the Engineer, except that when the lime stabilized material is to be covered by material which is paid for by the cubic yard, the surface of the finished lime stabilized material shall not extend above the grade established by the Engineer. If the compacted material is above the grade tolerances specified in this section, the excess material shall be trimmed, removed, and dis- posed of. No loose material shall be left on the finished plane. Trimming of excess material shall not be conducted unless finish rolling can be completed within 2 hours after trimming. All trimmed surfaces shall receive finish rolling consisting of at least one complete coverage with steel drum or pneumatic -tired rollers. Vibratory rollers will not be allowed. Minor indentations may remain in the surface of the finished material after final trimming and rolling. Under no circumstances will it be permissible to add new or trimmed lime stabilized material to fill low areas or to raise the grade of compacted lime stabilized material. 24-1.09 Curing - A curing seal, consisting of SS or CSS grade asphaltic emulsion, shall be furnished and applied to the surface of the top layer of lime stabilized material in accordance with the provisions in Section 94, 'Asphaltic Emulsions." Curing seal shall be applied at a rate of between 0. 10- and 0.20 -gallon per square yard of surface. The exact rate will be determined by the Engineer. BCRGA Warehouse Tilt -up Job Number SG04320 Appendix C Curing seal shall be applied within 48 hours of completion of initial compaction and on the same day as trimming and finish rolling are completed. The curing seal shall be applied as soon after finish rolling as is practicable. The lime stabilized material shall be at optimum moisture when, the curing seal is applied. Curing seal shall not be placed when the atmospheric temperature is below 40'F. Curing by water will not be allowed, unless authorized by the Engineer. Damage to the curing seal shall be promptly repaired by the Contractor at his expense, as directed by the Engineer'. 24-1.10 Measurement - Lime stabilization will be measured by the square yard, determined from horizontal measurements of the planned surface of the lime stabilized material. Lime will be measured by the ton in accordance with the provisions in Section 9- 1.0 1, 'Measurement of Quantities," except that if the minimum relative compaction is reduced to 92 percent, the quantity of lime to be paid for will be the weight of lime multiplied by the factor -L / (L+0.5) where L equals the percent of lime ordered by the Engineer. Bituminous curing seal will be measured as provided in Section 94,'Asphaltic Emulsions." 24-1.11 Payment - Items of work, measured as provided in Section 24-1.10,'Measurement," will be paid for at the contract prices per square yard f6r lime stabilization, per ton for lime, and per ton for asphaltic emulsion (curing seal). The above contract prices and payments shall include full compensation for furnishing all labor, materials, too], equipment and incidentals, and for doing all the work involved in constructing the lime stabilization complete in place, as shown on the plans, and as specified in the specifications and the'special provisions, and as directed by the Engineer. Full compensation for preparing material, spreading lime and mixing and compacting the lime stabilized material shall be considered as included in the contract price paid per square yard for lime stabilization and no additional compensation will be allowed therefor. No adjustment of compensation will be made for any increase or de- crease in the quantity of lime required, regardless of the reason for such increase or decrease. The provisions in Section 4-1.03B, 'Increased or Decreased Quantities,' shall not apply to the item of lime. 0 - U4, 00, j � W- i Butte County Department ofDevelopment Sei-li;ices Tim Snellings, Director www.buttecounty.net/dds 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile ADMINISTRATION BUILDING PLANNING February 17, 2006 Butte County Rice Growers Association 1193 Riclivale Highway Richvale, CA. 95974 Re: Certificate of Merger,. MER 05-07, APN 029-240-044, 046 Dear Butte County Rice Growers Association: Enclosed please find the Cer tificate of Merger that was issued by the Butte county Department of Public Works and recorded on June 24, 2005, under Serial Number 2005-0036482, in the office of the Butte County Recorder. Should you have any questions regarding this matter, please contact the Land Development Division at (530) 538-7266,,between 8:00 a.m. and 4:00 p.m., Monday through Friday. Sincerely, Michelle Godinez Office Specialist, Senior Enclosure cc: Building Division Environmental Health -0036482. - Recorded 1 REC FEE 16. U Official Records I Countv of RECORDING REQUESTED BY and Butte I AFTER RECORDING RETURN TO: CANDAH 11. MUD= I County Clerk irder! Butte County Public Works I CP N 1:5MM 24--jun-20M 1 Noe I of 4 LAND DEVELOPMENT DIVISION 7 County Center Drive Oroville, CA 95965 CERTIFICATE OF MERGER LANDS BEING MERGED: AP NUMBER(S 2 -VO f 6 4-2 Z VO 4:2 VKa NUMBER OF EXISTING PARCELS: 7'"10 EXISTING PARCELS CREATED BY: Q PATENT 92 GRANT DEED L3 GIFT DEED El PARCEL MAP El SUBDIVSION MA P El OTHER RECORDING DATA: YEAR I g:) o 1,3 3!5 BOOK / PAGE OR SEhIAL NUMBER: 3*-. ag--4 o re- -+,j z - SUBDIVISION / PARCEL MAP: BLOCK —LOT(S As of the date of recordation, those lands nobd above are merged to create 0A,56 —parcel(s)oflandas described in Exhiblit(s) A . attached hereto. o e me �IjistopVei� DATt r ctor mecto f Dev6lopment Services OWNERS'CONSENT TO MERGER THE UNDERSIGNE as owners of all that real property to be merged, do hereby consent and agree to the merger of such lands into that / those parcel(s) as described in Exhibit(s)- A attached hereto. OWNERS SIGNA TURES MUSTBE NOTARIZED - PrInt name and ftle (If applIcable) below signature fine Sign and print name & title C,AR-t- 0. H6FI= ?P -4 -611126 -JT. 13UTTE COL)/.J -I% i IZIC-r-- Sign and. print name & title Date Date CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California ss. County of 3: k4 8LJC, On APRUL, be fore me, -01' Date Name and Title of Officer (e.g., "Jarfe Doe, Notary Public" personally appeared RITrCHEY KAREN S. COMM41361931 NOTARY PUBLIC-CAL11FORNIA at !k COUNTY OF BUTTE 005 ornm. Ex ires u 9 3 2 L I V=A, -W= Names) o. . gnarls, 0 personally known to me 0"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 y hand and official seal. OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document:.ei:�OC-riic" C,4 Ic—, 111694 E_:� Document Date: Number of Pages: Signer(s) Other Than Named Above: Capacity(ies) Claimed. by Signer Signer's Name: D Individual Top of thumb here D Corporate Off icer — Title(s): D Partner — D Limited D General D Attorney -i n- Fact D Trustee D Guardian or Conservator D Other: Signer Is Representing: 0 1999 National Notary Association 9350 De Soto A�e., P.O. Box 2402 - Chats�orffi, CA 91313-2402 - �.nationalnotary.org Prod. No. 5907 Reorder: Call ]oil-t-ree 1-avi-blo-coz, I EXHIBIT "A" MERGER DESCRIPTION FOR BUTTE COUNTY RICE GROWERS ASSOCIATION All that certain real property situate in the County of Butte, State of California described as follows: Being a portion of the northwest quarter of Section 22, Township 19 North, Range 2 East, Mount Diablo Meridian more particularly described as follows: Commencing at the northwest comer of said Section 22; Thence South 85*17' East, 463.7 feet along the northerly line of said Section 22, being the centerline of Richvale-Oroville Road to a point located in the westerly line of the 200 foot right-of-way of the Union Pacific Railroad (Central Pacific Railroad); Thence, along said westerly line, South* 15*14' East, 325.43 feet to the TRUE. POINT OF BEGINNING for the parcel herein described: Thence South 67011' West, 72.00 feet; Thence, at right angles, South 22*49' East, 50.00 feet; Thence, at right angles, South 67'11' West, 162.28 feet; Thence, parallel with the centerline of the Richvale-South County Road, which centerline is identical to the west line of said Section 22, South 0*33' West, 151.08 feet to a point located on a line which bears North 89*42' East from a point on the west line of said Section 22, which said point is located South 0*33' West, 617.80 feet from the northwest comer of said Section 2; Thence, along said line, South 89"421 West, 356.72 feet to the west line of said Section 22, said fine also being the centerline.of the Richvale-South Road; Thence, along said west fine, South 00'33' West, 220.00 feet; Thence, leavmig said,west fine, North 89'42' East, 746.65 feet to a point on the westerly line of the Union Pacific Railroad (Central Pacific Railroad); Thence, along said westerly fine, North 150141 West, 184.12 feet; Page I of 2 DALand Projects R2\8915 BC Rice Growers006Werger Descripfion.doe Thence, along said westerly line, North 22'42' West, 161.50 feet; Thence, along said westerly line, North 15*14' West, 196 feet more or less to a point which bears North 67'l I' East from the true point of beginning; Thence, leaving said westerly line, South 67.* 11' West, 29 feet more or less to the point. of beginning. Containing approximately 5 acres. EXCEPTING therefrom all that portion of the Union Pacific Railroad (Central Pacific Railroad) right-of-way lying within the hereinabove described parcel. The above described property has been assigned Assessor's Parcel Nwnbers 290-240-044 and 046 �,AND NOPLS 5616' 9/301 5 - Page 2 of 2 DALand Projects R2\89 IS BC Rice GrowersOOMMerger Description.doc 117 C Street WILLDAN Marysville, California 95901 Serving Public Agencies 530/749.2373 fax 530/749.2199 www.wilidan.com April 20,'2005 Scott Rutherford Butte County Building Department 7 County Center Drive Oroville, CA 95965 (530) 538-7169 (530) 538-2140 FAX SUBJECT: COUNTY OF BUTTE PLAN REVIEW APPROVAL Willdan Project No: 14353-1386 Jurisdiction Job No: 05-0321 Assessor's Parcel No: 029-240-044 Description: Bucra-New Steel Bin Storage Dear Mr. Rutherford: Willdan has completed a plan review of submitted plans and documents for the above referenced project and recommends your approval with the conditions noted on the 2 d page of this letter. The plans and documents provided for this review that have been found in compliance with the applicable codes are: > Plan.S: Four (4) copies, sheets T-1, C-1, A-1 through A-3, S-1 through S-4 dated 1/2004 by Northstar Engineering > Structural Calculations: Two (2) copies dated 3/22/05 by Northstar Engineering > Structural Calculations: Two (2) copies silo design criteria not dated by Chander Nangia, P.E. > Miscellaneous Documents: Two (2) copies geotechnical report by Neil 0. Anderson and Associates and one (1) copy of NUS[York/Stormor Super Bins Construction and Owner's manual. The plans have been stamped with the Willdan approval stamp and dated the date of this letter. According to our previous letters relating to this project, the superseded plans and documents will be discarded within 10 days unless we receive other inistructions. - On the pages to follow is the identification of the codes and standards applicable to the project, a code analysis, conditions -of -approval and identification of any deferred submittals. N4V WILLDAN Serving Public Agencies APPLICABLE CODES Unless noted otherwise, all comments are based on requirements of the 2001 California Building Standards Code found in the California Code of Regulations, Title 24: • Part 2, known as the California Building Code and abbreviated herein as CBC. • Part 3, known as the California Electrical Code and abbreviated herein as CEC. • Part 4, known as the California Mechanical Code and abbreviated herein as CMC. • Part 5, known as the California Plumbing Code and abbreviated herein as CPC. • Part 6, known as the California Energy Code, and Energy Commission Standards, and abbreviated herein as CECS. CODE ANALYSIS Our plan review revealed the following information regarding the occupancy designation, type of construction, and other pertinent features. This information is consistent with that shown on the plans and permit documentation. Use Type of Typeof Sprinklers Stories Vt Floor Total Sq Ft Occupancy Construction Sq Ft Storage U-3 11-N No 1 11,310 11,310 CONDITIONS OF APPROVAL 1. Approval is contingent upon the review, requirements and approval of other departments and/or agencies that have jurisdiction over this project. 2. Revisions and/or notes as red -lined on the plans. DEFERRED SUBMITTALS Our plan review reveals no deferred submittals noted at this time. SPECIAL INSPECTION NEEDS • Subgrade beneath footings • Structural Concrete • Concrete embedded bolts and plates • Rebar placing • Shop and field welding • Floor and roof deck welding • High strength bolting • Epoxy installed anchor bolts Page 2 of 3 County of Butte Perinit N uniber 05-032 1. Willdan RrqiectNurnber 14353-1386 N;�V WILLDAN Serving Public Agencies Sincerely, 4 George Barnes Ricardo Guzman, S.E. Senior Plans Examiner Plan Check Engineer Cc: Alice Mefford, E-mail: amefford@buttecounty.net Steve Birdsong, 1193 Richvale Highway, Richvale, CA 95974, Fax: (5�0) 882-4580 Email: sbirdsong@bucra.com Page.33 of 3 Cotinty of Butte Pennit Number 05-032 1. Willdan'Rr(�IectNumber 1,4353-1386 June 6, 2005 Department of Development Services County of Butte ADMINISTRATION*BUILDI NG*GIS*PLANN ING 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile Butte County Rice Grower's Association 1193 Richvale Highway Richvale, CA 95974 Re: Application for Merger, MER 05-07 A.P. Number(s-)-029'240--04-4,7-0-46--7 Dear Applicant: On June 6, 2005 the Department of Development Services made the finding that the Certificate of Merger on the above referenced property is exempt from environmental review, and This action will be final if an appeal is not filed with the Clerk of the Board of Supervisors within ten (10) days of the date of this letter. You or any interested person must do so in writing, with the appeal fee of $50.00, to the: Clerk of the Board of Supervisors, 25 County Center Drive, Oroville, California 95965, prior to 4:00 p.m. June 17, 2005. If there are no appeals, we will submit the Certificate of Merger to the Butte County Recorder's office for recording. We will return the original certificate to you after recording. If you have any questions concerning this matter, please contact this office at (530) 538-7601, Monday through Friday, 8:00 a.m. to 4:00 p.m. YC/ cc: Environmental Health Department NorthStar Engineering, 20 Declaration Drive, Chico, CA 95973 Auilding Division C, 1 4 Lr) 0 0 C, I G) 00 M 0 Lccol) I "�QALE �SAM'PLE "P OFFI�E OOM ROOM - - - -------- 0 #4 WAREHOUSE 1 4 . . . . . . 11, \APN 029-240-058 0 4.8 AC, LIGW INI V y WAREHOUSE #5 U). sro \0 AP�N 0 2 -24 0 - 0 4 3 0 '0 0. .0 -_ C-1 > oo C) ;> 0 'WAREHOUSE -#6A A, LO 04 ,,,,r\ V) �a �'�Va '0 WAREHOUSE #68 �0%0 km 0% 'Y5'+ 321.88 �356.72 S89*42'00"W yj S89*42'00"W 0, --DI'AMETER S 4 N'Ew 6b' Bi Ll�-� FOL' �NDATION 6 -1.) , �1� - , APN 029-240-046 0 V) 'o C 746.65 - — -- — -- — -- — - N89*42'00"E APN 029-240-045 (39 AC, AGG. USESY STRIAL) 116, P16ANNING DIVISION - BUILDING PLAN APPROVAL Use: %U—) "A Date: tj Parldng:_ Landscaping: Other. NOTES 1. TERRAIN SLOPES GENERALLY TO THE SOUTH AT LESS THAN 17.. 2. THE PHOTO SCALE IS APPROXIMATE AND IS USED TO FOR GENERAL REFERENCE PURPOSES ONLY. 3. ALL PROPERTY LINE INFORMATION IS REPRODUCED FROM THE GRANT DEEDS. 4. ALL DATA REGARDING FLOOD ELEVATIONS IS PER FEENEY ENGINEERING AND HAS NOT BEEN VERIFIED BY NORTHSTAR ENGINEERING. BASE FLOOD ELEVATION (PER FEENEY ENGINEERING 1. PARCEL IS IN FEMA FLOOD ZONE A PER FIRM PANEL MAP 06007CO975C. 2. THE BFIE WAS DETERMINED TO BE 105.6', NAVID 1988 DATUM, BASED ON THE FIRM PANEL MAP, BIGGS QUAD MAP AND A TOPOGRAPHIC SURVEY OF THE SITE AND ADJACENT AREA. GENERAL INFORMATION OWNER: BUTTE COUNTY RICE GROWERS ASSOCIATION SITE ADDRESS: 1193 RICHVALE HIGHWAY (MAIN OFFICE) MAILING ADDRESS: P.O. BOX 128 RICHVALE, CA 95974-0128 CONTACT PERSON: CARL HOFF OR STEVE BIRDSONG PHONE #: 530-882-4261 FAX: 530-882-4580 CELL# 530-624-5922 Fb mm DO* &1 hSftr 20 Declaration Drive Chico, California 95973 BUTTE COUNTY FOCE GROWERS ASSOCIATION VW RICHVALE HWY, P 0. BOX 128 NEW STORAGE BM SITE PLAN - BCRGA L3 Appromd Civil Engineers -Surveyors Phone: (530) 893-1600 Fax: (530) 893-2113 scale C*W 4MM Chico, California Web Site: www.northstareng.com RICHVAL.E� CALFORNIA, M74 -M28 Job Mxnber m .,w NA Hom Vert Tgr- Sheet i of I C I CD :5 0 [CCO) �7_ RICHVALEHIGHWAY- - 00 4.0 A�CA L E OFFItE SAMPLE OOM f.,'ROOM WAREHOUSE #4 L 4 41 4 r4 —05 APN 029-240 05 (14.8 AC, LIGH-T \IN IJSTRIAL)� WAREHOUSE #5 A .00 A� " 0 J �0.\ 24� "40-043 S IS I � A( I .. 1. - - �-141 1 , . .4 r # 0 �4 0 41 7 -WAREHOUSE -#6A 2 3 +± .1 0 ey "0 0 tr_ WAREHOUSE #6B 6 �0. '0 V) APN 029-240-044 0% Al V - �5: '356.72 321.84";�- S89*42'00�W S89-42*00-W 0 -5 4�, -DIAMETER S; R 4 NEW CO' G 'bI`4_tSING FE)U�DATION. J.�� IN APN 029-240-046 0 0 746.65 N89*42*00"E APN 029-240-045 (39 AC, AGG. USES) �A .4$ IF IN I JNC NOTES 1. TERRAIN SLOPES GENERALLY TO THE SOUTH AT LESS THAN 17.. 2. THE PHOTO SCALE IS APPROXIMATE AND IS USED TO FOR GENERAL REFERENCE PURPOSES ONLY. 3. ALL PROPERTY LINE INFORMATION IS REPRODUCED FROM THE GRANT DEEDS. 4. ALL DATA REGARDING FLOOD ELEVATIONS IS PER FEENEY ENGINEERING AND HAS NOT BEEN VERIFIED BY NORTHSTAR ENGINEERING. BASE FLOOD . ELEVATION (PER FEENEY ENGINEERING 1. PARCEL IS IN FEMA FLOOD ZONE A PER FIRM PANEL MAP 06007CO975C. 2. THE BFIE WAS DETERMINED TO BE 105.6% NAVD 1988 DATUM, BASED ON THE FIRM PANEL MAP, BIGGS QUAD MAP AND A TOPOGRAPHIC SURVEY OF THE SITE AND ADJACENT AREA. GENERAL INFORMATION OWNER: BUTTE COUNTY RICE GROWERS ASSOCIATION SITE ADDRESS: 1193 RICHVALE HIGHWAY (MAIN OFFICE) MAILING ADDRESS: P.O. BOX 128 RICHVALE, CA 95974-0128 CONTACT PERSON: CARL HOFF OR STEVE BIRDSONG A PHONE #: 530-882-4261 FAX: 530-882-4580 CELL# 530-624-5922 oadign" FM Re wo 20 Declaration Drive BUTTE COUNTY RICE GROWERS ASSOCIATION NEW STORAGE BINS D,. Dr. F. hSftr APPV"d Chico, California 95973 tW RICHVALE FIWY, P.O. BOX 128 STTE PLAN - BCRGA Phone: (530) 893-1600 Fax: (530) 893-2113 NA Sheet 1 01 1 Web Site: www.northstareng.com am HwL yeft DO& 4VM C Chico, Colifornia Job Wnber _5r;w scaje I ivil Engineers..Surveyors FdcHVAJ.E� CAUFORNIA, V5974 -M28 0 Q) I ------------ I I , :� - - ;. - . - �RICHVALE "HIGHWAY - '0 0 4. CALE 0"p OFFkE SAMPLE ROOM A 7�3 WAREHOUSE #4 -s- 4 \APN 029-240-05E �(l 4.8 AC, LIGWT INI r, 11 fir, p" J� 4 , 1 10 10 N�r� COO WAREHOUSE #5 U). 4 Osro A 9 A 0 2 4L,2�94 0 - 043 0 LO rc, 0. 0 rSAMPLE) OOM A P N 0 29 240 E (1 4 .8 AC. Ll G�;T015NI L P� 0 0 -#6A 23'� -WAREHOUSE f, 0 0 - A M Ln 0 0� WAREHOUSE #6B V) 10 AFjN_ uz9—z40-044 + -356.72 321.8e' S89 -42'00-W S89*42'00"W A 50: a�\ 0_1 4 _1� n_�6 4 NEW 6b';'DIA.METER S'Ob,AG 110 _0 BIN5. -ONL�-SINGLE--FOUNDATION STRIAL)i �.-,aNGDiMSION-BULDit,-GR.ANAPP�-�CYVAL DaW: _777 r -;-4f �E.tum- NOTES 1. TERRAIN SLOPES GENERALLY TO THE SOUTH AT LESS THAN 1%. 2. THE PHOTO SCALE IS APPROXIMATE AND IS USED TO FOR GENERAL REFERENCE PURPOSES ONLY. 3. ALL PROPERTY LINE INFORMATION IS REPRODUCED FROM THE GRANT DEEDS. 4. ALL DATA REGARDING FLOOD ELEVATIONS IS PER FEENEY ENGINEERING AND HAS NOT BEEN VERIFIED BY NORTHSTAR ENGINEERING. BASE FLOOD ELEVATION (PER FEENEY ENGINEERING 1. PARCEL IS IN FEMA FLOOD ZONE A PER FIRM PANEL MAP 06007CO975C. 2. THE BFIE WAS DETERMINED TO BE 105.6', NAVID 1988 DATUM, BASED ON THE FIRM PANEL MAP, BIGGS QUAD MAP AND A TOPOGRAPHIC SURVEY OF THE SITE AND ADJACENT AREA. GENERAL INFORMATION OWNER: BUTTE COUNTY RICE GROWERS ASSOCIATION SITE ADDRESS: 1193 RICHVALE HIGHWAY (MAIN OFFICE) MAILING ADDRESS: P.O. BOX 128 RICHVALE, CA 95974-0128 CONTACT PERSON: CARL HOFF OR STEVE BIRDSONG PHONE #: 530-882-4261 FAX: 530-882-4580 CELL# 530-624-5922 00.9%ped me Fbibb 20 Declaration Drive BUTTE COUNTY RIICE GROWERS ASSOCIATION NEW STORAGE BNS D"n Dr. 04 hSftr Appro"d Chico, California 95973 RICHVALE HWY, P.O. BOX 128 SITE PLAN - BCRGA lvil Engineers -Surveyors Phone: (530) 893-1600 Fax. (530) 893-2113 RICHVAL.E� CAUFORMA, 95974-028 Job Number T -w scale NA I Of I Do* 4v= Chico, California Web Site: www.northstareng.com am I HkXZ Vert T;�t Lp co, APN 029-240-046 ;q 71 746.65 N89*42'00"E APN 029-240-045 (39 AC, AGG. USES) STRIAL)i �.-,aNGDiMSION-BULDit,-GR.ANAPP�-�CYVAL DaW: _777 r -;-4f �E.tum- NOTES 1. TERRAIN SLOPES GENERALLY TO THE SOUTH AT LESS THAN 1%. 2. THE PHOTO SCALE IS APPROXIMATE AND IS USED TO FOR GENERAL REFERENCE PURPOSES ONLY. 3. ALL PROPERTY LINE INFORMATION IS REPRODUCED FROM THE GRANT DEEDS. 4. ALL DATA REGARDING FLOOD ELEVATIONS IS PER FEENEY ENGINEERING AND HAS NOT BEEN VERIFIED BY NORTHSTAR ENGINEERING. BASE FLOOD ELEVATION (PER FEENEY ENGINEERING 1. PARCEL IS IN FEMA FLOOD ZONE A PER FIRM PANEL MAP 06007CO975C. 2. THE BFIE WAS DETERMINED TO BE 105.6', NAVID 1988 DATUM, BASED ON THE FIRM PANEL MAP, BIGGS QUAD MAP AND A TOPOGRAPHIC SURVEY OF THE SITE AND ADJACENT AREA. GENERAL INFORMATION OWNER: BUTTE COUNTY RICE GROWERS ASSOCIATION SITE ADDRESS: 1193 RICHVALE HIGHWAY (MAIN OFFICE) MAILING ADDRESS: P.O. BOX 128 RICHVALE, CA 95974-0128 CONTACT PERSON: CARL HOFF OR STEVE BIRDSONG PHONE #: 530-882-4261 FAX: 530-882-4580 CELL# 530-624-5922 00.9%ped me Fbibb 20 Declaration Drive BUTTE COUNTY RIICE GROWERS ASSOCIATION NEW STORAGE BNS D"n Dr. 04 hSftr Appro"d Chico, California 95973 RICHVALE HWY, P.O. BOX 128 SITE PLAN - BCRGA lvil Engineers -Surveyors Phone: (530) 893-1600 Fax. (530) 893-2113 RICHVAL.E� CAUFORMA, 95974-028 Job Number T -w scale NA I Of I Do* 4v= Chico, California Web Site: www.northstareng.com am I HkXZ Vert T;�t 0 AP PROVE Butte Coun Environmental %alth. Date C, 1. re Li WE. C, I Butte C C f EnvironMenliw L, a SiqpaWre 00 NOTES 7D 1. TERRAIN SLOPES GENERALLY. TO THE SOU TH A T LESS -THAN 1%. 2. THE PHOTO SCALE IS A I PPROXIMATE -AND "IS USED TOTOR GENERAL ..REFERENCE PURPOSES ONLY.' LINE INFORMATION IS REPRODUCED FROM THE� 1�7 GRANT DEEDS. 4. ALL DATA REGARDING FLOOD ELEVATIONS IS�-PER -FEENEY + ENGINEERING AND HAS NOT BEEN VERIFIED, BY NORTHSTAR. ENGINEERING. BASE FLOOD, ELEVAT104 '(PER FEENE Y ENGINEERING) M 1. PARCEL. IS IN. FEMA - FLOOD ',ZONE A'PER FIRM. PANEL MAP'. 06067CO915t' THE BFE WAS -DETERMINED 70 BE 105.6'. NAVD* 1988. TUM" 0 B SED ON:THE FIRM'PANEIL MAP, BIGGS OUAD MAPANDA" .6 TOPOGRAPHIC. SURVEY'OF THE..SITE AND ADJACENT AREA. - GENERAIL 1NFUKMAIIU14:-' .,OWNER: - BUTTE COUNTY, RI�E GROWERS ASSOCIATION 17 01 SITE ADDRESS: 1193 - RICHVALE *HIGHWA 41. Y (MAK OFFICE) IN 11- MAILING ADDRESS:. P.O. BOX: 128 RICHVALE, -CA,95974-0128 I CONTACT OERSON:�tARL HOFF OR STEVE" BIRDSONG, -PHONE #: 530�882-4261 FAX: 530-882745801., CELL# 530-624��5922- Date By NEW STORAGE BINS 9F. -IS a Deddra tion Dfive, BUTTE �tOIJM� ME. 1GROIURVERS A�IATMI toe ,20 Z Clijim &j. FM Chico, Q.Qlif.orh-ia 95973 SITE BCRGA.- HVALE' P.O. BOX WM !7W. 9 Appro-47 C LE, 1A, J06 N�r "I Engineets. SurVey -2113- Civi Ph (830)893-- 1600, Fax: (530) 8 3 scale, prs: , : , ;� 1. -1. 1 1 , _ . , - 8 Sheet .95974-02 _LOVI ;WebSife! hbrthstareng.com � , j. - RICFIVA CALFORN FWL h1co, Coliforri'd -www. r n C, I 0 0 C' I Cp C.) C), 0 (1) U I (f) OFFI'CE WAREHOUSE #4 \APN 029-2 40-05 .(14.8 AC, LIGH-T IN STRIAL) 'y WAREHOUSE #5 U1. a <�_ c1b 0 -043 vo 0 APS 024'(140 0 LO 4 q A V-0, 0 -WAREHOUSE -#6A 23'4 0M, 10 -)3 0 WAREHOUSE #68 0 U, 0. 0 � A. I to %0� 0 APN 029-2 0 44 0.% it 4 -0 j L 321-88 '356.72 S89*42'00"w N S89*42'00"W Lp 0". 0 , x Aj -DIAMETE L4 NEW 610' R S-FORIA ol 0 0 B 11`45 0l1t,,!SINGL 170U,�DA TI 0N. -Ci APN 029-240-046 0 0 746.65 N89*42'DO"E APN 029-240-045 (39 AC, AGG. USES) __j APPROVED Butte County Environmental Health - - ---Date :2 NOTES 1. TERRAIN SLOPES GENERALLY TO THE SOUTH AT LESS THAN 1%. 2. THE PHOTO SCALE IS APPROXIMATE AND IS USED TO FOR GENERAL REFERENCE PURPOSES ONLY. 3. ALL PROPERTY LINE INFORMATION IS REPRODUCED FROM THE GRANT DEEDS. 4. ALL DATA REGARDING FLOOD ELEVATIONS IS PER FEENEY ENGINEERING AND HAS NOT BEEN VERIFIED BY NORTHSTAR ENGINEERING. BASE FLOOD ELEVATION (PER FEENEY ENGINEERING 1. PARCEL IS IN FEMA FLOOD ZONE A PER FIRM PANEL MAP 06007CO975C. 2. THE BFIE WAS DETERMINED TO BE 105.6', NAVD 1988 DATUM, BASED ON THE FIRM PANEL MAP, BIGGS QUAD MAP AND A TOPOGRAPHIC SURVEY OF THE SITE AND ADJACENT AREA. GENERAL INFORMATION OWNER: BUTTE COUNTY RICE GROWERS ASSOCIATION SITE ADDRESS: 1193 RICHVALE HIGHWAY (MAIN OFFICE) MAILING ADDRESS: P.O. BOX 128 RICHVALE, CA 95974-0128 CONTACT PERSON: CARL HOFF OR STEVE BIRDSONG PHONE #: 530-882-4261 FAX: 530-882-4580 CELL# 530-624-5922 ')D� fan D&W of I 0---JLI* 20 Declaration Drive BUTTE COUNTY RICE GROWERS ASSOCIATION NEW STORAGE MIS On= &f. L r Chico, California 95973 Ml MCWALE FWY, P.O. BOX 128 SrrE PLAN - BCRGA Approwd Civil Engineers..Surveyors Phone: (530) 893-1600 Fax: (530) 893-2113 Job MM*W I ri,.Vo. scale NA sheet RICHVAL.E, CALFORNLA, V5974-0128 Fkxz VerL -L Of Daw 4vm Chico, California Web Site: www.northstareng.com --flICHVALE"HIGHWAY - -9. 0'p E SAMPLE R OOM HOO M I '7)3 WAREHOUSE #4 \APN 029-2 40-05 .(14.8 AC, LIGH-T IN STRIAL) 'y WAREHOUSE #5 U1. a <�_ c1b 0 -043 vo 0 APS 024'(140 0 LO 4 q A V-0, 0 -WAREHOUSE -#6A 23'4 0M, 10 -)3 0 WAREHOUSE #68 0 U, 0. 0 � A. I to %0� 0 APN 029-2 0 44 0.% it 4 -0 j L 321-88 '356.72 S89*42'00"w N S89*42'00"W Lp 0". 0 , x Aj -DIAMETE L4 NEW 610' R S-FORIA ol 0 0 B 11`45 0l1t,,!SINGL 170U,�DA TI 0N. -Ci APN 029-240-046 0 0 746.65 N89*42'DO"E APN 029-240-045 (39 AC, AGG. USES) __j APPROVED Butte County Environmental Health - - ---Date :2 NOTES 1. TERRAIN SLOPES GENERALLY TO THE SOUTH AT LESS THAN 1%. 2. THE PHOTO SCALE IS APPROXIMATE AND IS USED TO FOR GENERAL REFERENCE PURPOSES ONLY. 3. ALL PROPERTY LINE INFORMATION IS REPRODUCED FROM THE GRANT DEEDS. 4. ALL DATA REGARDING FLOOD ELEVATIONS IS PER FEENEY ENGINEERING AND HAS NOT BEEN VERIFIED BY NORTHSTAR ENGINEERING. BASE FLOOD ELEVATION (PER FEENEY ENGINEERING 1. PARCEL IS IN FEMA FLOOD ZONE A PER FIRM PANEL MAP 06007CO975C. 2. THE BFIE WAS DETERMINED TO BE 105.6', NAVD 1988 DATUM, BASED ON THE FIRM PANEL MAP, BIGGS QUAD MAP AND A TOPOGRAPHIC SURVEY OF THE SITE AND ADJACENT AREA. GENERAL INFORMATION OWNER: BUTTE COUNTY RICE GROWERS ASSOCIATION SITE ADDRESS: 1193 RICHVALE HIGHWAY (MAIN OFFICE) MAILING ADDRESS: P.O. BOX 128 RICHVALE, CA 95974-0128 CONTACT PERSON: CARL HOFF OR STEVE BIRDSONG PHONE #: 530-882-4261 FAX: 530-882-4580 CELL# 530-624-5922 ')D� fan D&W of I 0---JLI* 20 Declaration Drive BUTTE COUNTY RICE GROWERS ASSOCIATION NEW STORAGE MIS On= &f. L r Chico, California 95973 Ml MCWALE FWY, P.O. BOX 128 SrrE PLAN - BCRGA Approwd Civil Engineers..Surveyors Phone: (530) 893-1600 Fax: (530) 893-2113 Job MM*W I ri,.Vo. scale NA sheet RICHVAL.E, CALFORNLA, V5974-0128 Fkxz VerL -L Of Daw 4vm Chico, California Web Site: www.northstareng.com