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HomeMy WebLinkAboutB17-1447 025-060-057BUTTE]COUNTY DEPARTMENT OF DEVELOPMENT SERVICES INSPECTION CARD MUST BE ON JOB SITE 24 Hour Inspection Line (IVR) : 530.538.4365 (Cut off time for inspections is 3pm) Development Services cannot guarantee inspections on the date requested Office: 530.538.7601 Fax:530.538.7785 www.ButteCounty.net/dds Permit No: B17-1447 Issued: 7/17/2017 APN: 025-060-057 Address: 946 LATTIN RD, BIGGS Owner: JOHNSON A & REVOCABLE TRUST Permit Type: ELECTRIC PANEL COM Description: NEW POLE AG SERVICE (200 AMP) AREA I SRA Area: No Front: Centerline of Road: Rear: SRA: Street: AG: Interior Total Setback from Centerline of Road: ALL PLAN REVISIONS MUST BE APPROVED BY THE COUNTY BEFORE PROCEEDING a Inspection Type IVR INSP DATE Setbacks 131 Foundations / Footings 111 Pier/Column Footings 122 Eufer Ground 216 Masonry Grout 120 Setbacks 131 Do Not Pour Concrete Until Above are Signed Pre -Slab 124 Gas Test Underground/floor 404 Gas Piping Underground/floor 403 Underfloor Framing 149 Underfloor Ducts 319 Shear Transfer 136 Under Floor Plumbing 412 Under Slab Plumbing 411 131 Blockin /Unde inin 612 Tiedown/Soft Set System Do Not Install Floor Sheathing or Slab Until Above Signed ShearwallB.W.P.-Interior 134 ShearwallB.W.P.-Exterior 135 Roof Nail/Drag Trusses 129 Dq;f,E Signed ts`E' ~ii�1� s,jn OFFICE- OP_Y.►4�' (tf:. _ Rik, Bldg Permit: ! p Address W— --^^— Ri�x�iiarTK�s �:.N• = � 4{wGAS ,j s.•. Gas Date G ,3EI�e�ctri By. P . T Date S; f +S k r VWINOi ILnNU;aac Permit Final 802 Electrical Final 803 Mechanical Final 809 Plumbing Final 813 Fi r' 1 r 2 Swimming Pools Ins ection Type IVR INSP DATE T -Bar Ceiling 145 Stucco Lath 142 Swimming Pools Setbacks 131 Pool Plumbing Test 504 Gas Test 404 Pre-Gunite 506 Pre -Deck 505 Pool Fencing/Alarms/Barriers 1 503 Pre -Plaster 1 507 Manufactured Homes Setbacks - 131 Blockin /Unde inin 612 Tiedown/Soft Set System 611 Permanent Foundation System 613 Underground Electric 218 Sewer 407 Underp,round Water 417 Manometer Test 605 Continuity Test 602 Skirting/Steps/Landinjzs 610 Coach Info Manufactures Name: Date of Manufacture: Model Name/Number: Serial Numbers: Length x Width: Insignia: Finals_ Public Works Final 538.7681 Fire De artment/CDF 538.6226 Env. Health Final 538.7281 Sewer District Final "PROJECT FINAL *Project Final is a Certificate of Occupancy for (Residential Only) PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE. IF WORK HAS COMMENCED, YOU MAY PAY FOR A 1 YEAR RENEWAL 30 DAYS PRIOR TO EXPIRATION 1 U.S. DEPARTMENT OF HOMELAND SECURITY OMB No. 1660-0008 Federal Emergency Management Agency Expiration Date: November 30, 2018 National Flood Insurance Program ELEVATION CERTIFICATE Important: Follow the instructions on pages 1-9. Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner. SECTION A — PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Policy Number: A & L Johnson Revocable Trust A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Company NAIC Number: Box No. 946 Lattin Road City State ZIP Code Biggs California 95917 A3. Property Description (Lot and Block Numbers, Tax Parcel.Number, Legal Description, etc.) Butte County Assessor's Parcel No. 25-060-057 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) AG Well Service A5. Latitude/Longitude: Lat. 39.4239472 Long. 121.650300 Horizontal Datum: ❑ NAD 1927 Z NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 1B A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) N/A sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A8.b N/A sq in d) Engineered flood openings? ❑ Yes ❑ No A9. For a building with an attached garage: a) Square footage of attached garage N/A sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A9.b N/A sq in d) Engineered flood openings? ❑ Yes ❑ No SECTION B — FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State Butte County/ 060017 Butte California B4. Map/Panel B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood Zone(s) B9. Base Flood Elevation(s) Number Date Effective/ (Zone AO, use Base Revised Date Flood Depth) 060017/9755 E 01/06/2011 01/06/2011 A 119.8 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item 69: ❑ FIS Profile ❑ FIRM ❑ Community Determined Z Other/Source: SBFCA - Feather River model prepared by PBI Inc. B11. Indicate elevation datum used for BFE in Item 139: ❑ NGVD 1929 Z NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes 0 No Designation Date: ❑ CBRS ❑ OPA FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 1 of 6 e, ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: , 946. Lattin Road City State ZIP Code Company NAIC Number Biggs California 95917 SECTION 'C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings" ❑ Building Under Construction` 0 Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations — Zones Al—A30, AE, AH, A (with BFE), VE, V1—V30, V (with BFE), AR, AR/A, AR/AE, AWA1—A30, AR/AH, AR/AO. Complete Items C2.a—h below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters. Benchmark Utilized: NGS Monument AH9379 Vertical Datum: 112.80 (NAVD88) Indicate elevation datum used for the elevations in items a) through h) below. ❑ NGVD 1929 ❑x NAVD 1988 ❑ Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) N/A feet ❑ meters b) Top of the next higher floor N/A. feet ❑ meters c) Bottom of the lowest horizontal structural member (V Zones only) N/A. ❑x feet ❑ meters d) Attached garage (top of slab) N/A. 2) feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building 120 8 0 feet ❑ meters (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) N/A feet ❑ meters g) Highest adjacent (finished) grade next to building (HAG) N/A feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including 113 0 x❑ feet ❑ meters structural support SECTION D — SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed.by a land surveyor, engineer, or architect. authorized by law to,certify elevation information. I certify that the information on this. Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? 21Yes ❑ Nox❑ Check here if attachments. Certifier's Name License Number John Stephen Mallen California LS 8457 �1PL SND SG 5 Ate/ TillerASO Professional Land Surveyor Q Place �p Company Name MHM, Inc. Engineers & Surveyors SES 8457 s Ewrr2.31. Address 1204 E Street Q City State ZIP Code Marysville California 95901 Signa re _ Date Telephone 08/31/2017 (530) 742-6485 Cop pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agenticompany, and (3) building owner. mments (including type of equipment and location, per C2(e), if applicable) This certificate was prepared to document the elevation of new electrical service to an existing Ag well, 1 foot above the BFE as required by Butte County for the construction of a new well in Zone A. The Zone A BFE was established using the 100 yr water surface in the Feather River at the well location (STA 2225+00) modeled 7/26/12 by PBI, Inc. as the basis of the Sutter Butte Flood Control Agency west levee project. The NGS monument AH9379 elevation of 112.80 (NAVD88) was used to establish elevation at the well. FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 2 of 6 BUILDING PHOTOGRAPHS ELEVATION CERTIFICATE See Instructions for. Item A6. OMB No. 1660-0008 Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 946 Lattin Road City State ZIP Code Company NAIC Number Biggs t California 95917 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the. instructions for Item A6. Identify all photographs with date taken; "Front View" and "Rear View'; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. -T- . t: w 1 , Photo One _ Photo One Caption Service panel on pole & well - Photo Taken 08/31/2017 ' , r t F S ' Photo Two Photo Two Caption Service pane on pole - Photo Taken 08/31/17 FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 5 of 6. . Sol 0, A AV !ii ARi Zit tt.�ri.'i`•..- 0±170 CAST& WS tw mum, .. .'_m �y 4 !ii ARi Zit tt.�ri.'i`•..- 0±170 CAST& WS 1 00y V1 STA 22; 119.8 I Technical Memorandum PETERSON. BRUSTAD . INC .t ENGINEERING. CONSULTING ADDENDUM #1 DESIGN WATER SURFACE PROFILES The Addendum #1 HEC -RAS model results for the 1/100, 1/200, and 1/500 AEP events are shown in Table 3 and Figure 9. The design water surface profiles are a composite of the Shanghai and Sacramento storm centerings as described in the previous March 20124 design water surface profiles report. The simulations utilized to compute the n -year design profiles . assume no levee breaches and the levees act as weirs if they are overtopped. Table 4 and Figure 10 compares the Addendum #1 updates to the previous March 2012 profiles. The updated velocity and shear stress information is included in Table 5. An updated freeboard' analysis is included in Table 6 and Figure 11. The Addendum #1 results show that there are no freeboard deficiencies for the 100 -year event. However, for the 200 -year event, the following sections do not have 3 feet of available freeboard: - At STA 1,131+00 (railroad crossing) [no change from March 2012] - STA 553+00 to 558+00 (up to 0.2' deficient) [minor change from March 2012] - STA 70+00 to 106+00 (includes Hwy 99) [no change from March 2012] - STA 34+00 to 38+00 [no change from March 2012] - STA 27+00 to 29+00 [no change from March 2012] The HEC -RAS model files that were used in this analysis are titled "PBI Sutter Basin Model. 07.09.2012". Tahle 3. FRWLP Maximum Water Surface Prnfilec Feather River Reach I�GRAS River STA 100yr Max WSE (NAVD88-ft) 200yr Max WSE (NAVD88-ft) 500yr Max WSE (NAVD88-ft) DWR 1957 Profile. (NAVD88-ft) Wood Rodgers Design STA Upper 58.75 130.90 132.06 134.09 Upper - 130.67 131.87 134.02 - 236800.00 Upper 58.51 130.40 131.65 133.93 132.14 235748.95 SE for 58.26 129.63 130.93 133.27 130.88 233625.38 15+00 57.95 127.58 128.84 131.18 129.32 232796.18 c 125.43 126.75 129.78 128.05 231347.46 57.45 123.70 125.06 129.32 126.84 230491.75 Upper 57.17 21.83 123.23 128.92 125.70 226547.44 Upper 56.94 120-5Q, 122.09 128.43 124.95 223836.90 Upper 56.61 119.58 121.22 128.12 123.87 222092.63 Upper 56.43 119.16 120.70 127.29 123.28 221068.16 Upper 56.2 118.12 119.62 126.03 122.52 220516.06 Upper 56.02 117.50 119.03 125.23 121.93 220057.97 Upper 55.8 116.16 117.54 123.26 121.18 219786.54. Upper 55.55 115.43 116.71 121.94 120.17 219191.24 Upper 55.35 114.16 115.29 119.49 119.31 216984.11 Upper 55.03 112.90 113.98 118.03 117.92 214664.25 Upper 54.45 110.87 111.92 116.03 115.41 212925.66 Upper 54.2 110.15 111.19 115.19 114.33 210158.47 Upper 54.04 109.82 110.88 114.91 113.64 209562.52 Upper 53.84 109.01 110.10 1 114.17 112.77 208499.74 Up er 53.52 1 107.58 1 108.55 1 112.49 1 111.39 205714.05 4 Design .Water Surface Profiles for the Feather River West Levee Project, Peterson Brustad, Inc., March 2012 FRWLP Design Water Surface Profiles - Addendum #1 9 U.S. DEPARTMENT OF HOMELAND SECURITY OMB No. 1660-0008 FedP,r_.�ergency Management Agency Expiration Date: November 30, 2018 Natiorlal Flood Insurance Program ELEVATION CERTIFICATE Important: Follow the instructions on pages 1-9. Copy all pages of this Elevation Certificate and all attachments for (1) community official. (2) insurance aaent/comoanv_ and !31 huildinn nwnrar SECTION A — PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owners Name Policy Number: A & L Johnson Revocable Trust A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Company NAIC Number: 946 Lattin Road City State ZIP Code Biggs California 95917 A3—Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Butte County Assessors Parcel No. 25-060-057 .A4- Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) AG Well Service A5. Latitude/Longitude: Lat. 39.4239472 Long. 121.650300 Horizontal Datum: (] NAD 1927 NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. AT Building Diagram Number 113 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) N/A sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A8.b . N/A sq in PERMITtt �=I�4-1 BUTTE COUNTY DEVEW. 'MENT SERVICES d) Engineered flood openings? El Yes ©No i'1EVIEV6i'EL.> FOR [P. A9: For a building with an attached garage: coq C LIANCE. � , a) Square footage of attached arae N/A COTE �_u � By 9 garage sq ft ` b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A9.b N/A sq in d) Engineered flood openings? ❑ Yes © No SECTION B — FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State Butte County/ 060017 Butte California B4. Map/Panel Number B5. Suffix B6. FIRM Index Date B7. FIRM Panel B8. Flood Zone(s) B9. Base Flood Elevations) Effective/ Revised Date (Zone AO, use Base Flood Depth) 060017/9755 E 01/06/2011 01/06/2011 A 120.8 810. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item 139: ❑ FIS Profile ❑ FIRM ❑ Community Determined x❑ Other/Source: SBFCA - Feather River model prepared by PBI Inc. B11. Indicate elevation datum used for BFE in Item 69: ❑ NGVD 1929 ❑x NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ,❑x No Designation Date: ❑ .CBRS ❑ OPA =RA r W1III Woo -u-00 k 10) Replaces all previous editions. Form Page 1 of 6 ELEVATION .CERTIFICATE OMB No. 1660-0008 FYnirn inn rata• Nnvomhor 10 9nl n IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 946 Lattin Road City State ZIP Code Company NAIC Number Biggs California 95917 SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑x Construction Drawings' ❑ Building Under Construction' ❑ Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones Al -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a-h below according to the building diagram specified in Item AT In Puerto Rico only, enter meters. Benchmark Utilized: NGS Monument AH9379 Vertical Datum: 112.80 (NAVD88) Indicate elevation datum used for the elevations in items a) through h) below. ❑ NGVD 1929 ❑x NAVD 1988 ❑ Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) N/A 0 feet ❑ meters b) Top of the next higher floor ' N/A feet ❑ meters c) Bottom of the lowest horizontal structural member (V Zones only) N/A. 0 feet ❑ meters d) Attached garage (top of slab) N/A ❑x feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building 121 0 Q feet ❑ meters (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) N/A g feet ❑ meters g) Highest adjacent (finished) grade next to building (HAG) N/A ❑x feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including 113 0 feet ❑ meters structural support SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? 0 Yes ❑ No ❑x Check here if attachments. Certifier's Name License Number John Stephen Mallen California LS 8457 LA Title Professional Land Surveyor a � Company Nameace MHM, Inc. Engineers & Surveyors cc Seal m CL CC pe8457 E z 31 Address 1204 E Street q� CityState ZIP Code Ma Marysville California 95901 OR GAL�Fp�� Signature Date Telephone -�—_ 07/13/2017 (530) 742-6485 Copy all p5arges,of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent1company, and (3) building owner. Comments (including type of equipment'and location, per C2(e), if applicable) This certificate was prepared to document the elevation of new electrical service to an existing Ag well, 1 foot above the BFE as required by Butte County for the construction of a new well in Zone A. The Zone A BFE was established using the 100 yr water surface in the Feather River at the well location (STA 2225+00) modeled 7/26/12 by PBI, Inc. as the basis of the Sutter Butte Flood. Control Agency west levee project. The NGS monument AH9379 elevation of 112.80 (NAVD88) was used to establish elevation at the well. Arvin rorni Voo-U-oo kn 10) tteplaces all previous editions. Form Page 2 of 6 Technical Memorandum PETERSON. BRUSTAD . INC. LN ENGINEERING. CONSULTING ADDENDUM #1 DESIGN WATER SURFACE PROFILES The Addendum #1 HEC -RAS model results for the 1/100, 1/200, and 1/500 AEP events are shown in Table 3 and Figure 9. The design water surface profiles are a composite of the Shanghai and Sacramento storm centerings as described in the previous March 2012¢ design water surface profiles report. The simulations utilized to compute the n -year design profiles assume no levee breaches and the levees act as weirs if they are overtopped. Table 4 and Figure 10 compares the Addendum #1 updates to the previous March 2012 profiles. The updated velocity and shear stress information is included in Table 5. An updated freeboard analysis is included in Table 6 and Figure 11. The Addendum #1 results show that there are no freeboard deficiencies for the 100 -year event. However, for the 200 -year event, the following sections do not have 3 feet of available freeboard: - At STA 1,131+00 (railroad crossing) [no change from March 20121 - STA 553+00 to 558+00 (up to 0.2' deficient) [minor change from March 2012] . - STA 70+00 to 106+00 (includes Hwy 99) [no change from March 2012] - STA 34+00 to 38+00 [no change from March 2012] - STA 27+00 to 29+00 [no change from March 2012] The HEC -RAS model. files that were used in this analysis are titled "PBI Sutter Basin Model 07.09.2012". Table 3. FRWLP Maximum Water Surface Profiles Feather River Reach -REC RAS .River STA 100yr Max WSE (NAVD88-ft) 200yr Max WSE (NAVD88-ft) 500yr Max WSE (NAVD88-ft) DWR 1957 Profile (NAVD88-ft) Wood Rodgers Design STA Upper 58.75 130.90 132.06 134.09 - Upper - 130.67 131.87 134.02 - 236800.00 Upper 58.51 130.40 131.65 133.93 132.14 235748.95 Upper 58.26 - 129.63 130.93 133.27 130.88 233625.38 Upper 57.95 127.58 128.84 131.18 129.32 232796.18 Upper 57.7 125.43 126.75 129.78 128.05 231347.46 Upper 57.45 123.70 125.06 129.32 126.84 230491.75 Up cr 57.17 121.83 123.23 128.92 125.70 226547.44 Upper 56.94 120.56 122.09 128.43 124.95 223836.90 Upper 56.61 119.58 121.22 128.12 123.87 222092.63 Upper 56.43 119.16 120.70 127.29 123.28 221068.16 Upper 56.2 118.12 119.62 126.03 122.52 220516.06 Upper 56.02 117.50 119.03 125.23 121.93 220057.97 Upper 55.8 116.16 117.54 123.26 121.18 219786.54 Upper 55.55 115.43 116.71 121.94 120.17 219191.24 Upper 55.35 114.16 115.29 119.49 119.31 216984.11 Upper 55.03 112.90 113.98 118.03 117.92 214664.25 Upper 54.45 110.87 111.92 116.03 115.41 212925.66 Upper 54.2 110.15 111.19 115.19 114.33 210158.47 Upper 54.04 109.82 110.88 114.91 113.64 209562.52 Upper 53.84 109.01 110.10 114.17 112.77 208499.74 Upper 53.52 107.58 1 108.55 112.49 111.39 205714.05 a Design Water Sinface Profiles for the Feather River West Levee Proje6, Peterson Bruslad, Inc.; March 2012 FRWLP Design 1Va1er Surface Profiles -Addendum #1 9 Rimer River MAP SCALE 1" - 2000° 00 0 2000 4000 FEET m. PANEL 0076E 4 9 - R I 711,11- r� Z• " BUTTE COUNTY, CALIFORNIA r r WWW {Sl 4 7� AND MORPORA7W AREAS PANELOTS OF 1200 rAe VAP 1ATEX FOR FUM PANEL LATOVY) mmms MCI= Wwa U= am 4, 1`• k� t � Elhf ® � 4 1 K�41 5i� W �+n pY,tl yN eD eawt �. pawMPluww ad bl'env •,6trti� blb MAP NUMBER `4 W007CO97SE ® MAP REVISED i JANUARY B, 2011 Fkd)nl eSleRf.tp 24..eeme.l.kemq � �� {�tT1���,..�--..+tee, :e'a :: A :: IFl t�F7t-� ``a�✓�. �' yam` g d a `�� qk:K l c • da Wilt ',� s u. c . � is9�Tt#3 t NAY _ ,j �,,.,..."`,yj Uj �ytff$sn' � v )YINTF7fT• Tu WFC M Z 0 HlW ' 'Y `i 65 GFe;-T KI �T r �; ! - 6 �—*3:T44 • a -y d .? �;i 43-vw � d ��3 � I `• y N ��a � 4Y 44 a7" Rimer River MAP SCALE 1" - 2000° 00 0 2000 4000 FEET w mPP aow np MPaI cnovpw m.a,..e.Pa..ti �. mn aae ee a.P Pnitlm.tail N°UW FlOPO4r°mmo ilPOE A)PP �nb q �� b.../vna. i L. m. PANEL 0076E FIRM a FLOOD INSURANCE RATE MAP ® BUTTE COUNTY, CALIFORNIA m AND MORPORA7W AREAS PANELOTS OF 1200 rAe VAP 1ATEX FOR FUM PANEL LATOVY) mmms MCI= Wwa U= am ® ® Pebeunr, m.wr,.r m.. bs.u.mb W �+n pY,tl yN eD eawt �. pawMPluww ad bl'env •,6trti� blb MAP NUMBER W007CO97SE ® MAP REVISED i JANUARY B, 2011 Fkd)nl eSleRf.tp 24..eeme.l.kemq w mPP aow np MPaI cnovpw m.a,..e.Pa..ti �. mn aae ee a.P Pnitlm.tail N°UW FlOPO4r°mmo ilPOE A)PP �nb q �� b.../vna. i L.