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056-090-079
BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 130 MUD CREEK RD APN: 056-090-079 Owner: DUNTSCH, BRANDON Permit NO: B07-1901 Issued Date: 09/19/2007 By KEJ Expiration Date: 09/18/2008 Occupancy: Zoning: TM5 I Permit type: MISCELLANEOUS Subtype: LPG Tank (BlwGrnd) Description: INSTALL LP TANK AND LINE TO i 130 MUD CREEK ROAD CHICO, CA 95973 (530) 872-3561 MC CREA CONSTRUCTION COMPANY DUNTSCH, BRANDON P O BOX 339 130 MUD CREEK ROAD CHICO, CA 95927 CHICO, CA 95973 (530)521-1885 (530)872-3561 FEE INFORMATION DBOMSCF Fire Safe Standards Re $115.98 DBP Gas System (enter outlets) $58.00 LICENSED CONTRACTOR'S DECLARATION Contractor (Name) State Contractors License No. / Class / Expires MC CREA CONSTRUCTION CO C340940 / B / 10/01/2007 I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. X 09/19/2007 Contractor's Signature Date I WORKERS' COMPENSATION DECLARATION I I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My Workers' Compensation insurance carrier and policy number are; Carrier: State Fund Policy Number: 7130006862 Exp. Date:10/01/2007 (This section need not be completed if the permit is or ane un red dollars ($100) or less.) CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation laws of California, and agree that if I should become subject to the workers' compens" provisions of Section 379A"e Labor Code, I shall forthwith comply with those X 09/19/2007 Signature Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND ATTORNEY'S FEES. CONSTRUCTION LENDING AGENCY I I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for the performance of the work for which this permit is issued. (3097 civ. code) Lender's Address City State Zip Building Garage Remdl/Addn Other Porch/Patio Total $173.98 Balance Due: $0.00 Receipt No: OWNER / BUILDER DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a peril 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 the Contractors License Law [Chapter 9 (commencing with Section 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 violation of Section 7031.5 by any applicant for a peril subjects the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: ❑I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does the work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proof that he or she did not build or improve for the purpose of sale.). E9[ �yrAS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7144, Business and Provessions Code: The Contractor's License Law dows not apply to an owner of the property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractor's License Law.). ❑ I AM EXEMPT under Section B. & P.C. for this reason: 9/2007 Owner's Signature Date I hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and Slate laws relating to building construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal injury, including death, and property damage caused by, arising out of, or in any way connected with the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte County ov entioned property for inspection purposes. I hereby certify that I am the pro n orized to act on property owner's behalf. " R_ 1-4. 4,__ 09/19/2007 ElOwner ❑ Contractor OR. DAgent for Owner ❑Agent for FILE COPY BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 A FEE WILL BE REQUIRED AT TIME OF APPLICATION Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY" OWNER INFORMATION Last -Name W F' t Name Ma1nj&ess � C ^ City (4 � v State � Z4 S PhoneQ 2 3� Fax E-mail b �s E �,c.,wW�l. v✓c,� GU ,APPLICANT SIGNATURE X PERMIT BIN # 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 �',trs-f— lY�0r �2A Address DESCRIPTION// OR SCOPE OF WORK: CONTRACTOR Name Ac_,Cr g_&1Jvj Address Occ. City G State Zip Phone Fax E-mail Open Cov Lic. # r,4,t t I Class ,APPLICANT SIGNATURE X PERMIT BIN # 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 �',trs-f— lY�0r �2A Address DESCRIPTION// OR SCOPE OF WORK: ARCHITECT/ENGINEER Name I Yes Address Occ. City State Zip Phone Fax E-mail Open Cov State License Number ,APPLICANT SIGNATURE X PERMIT BIN # 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 �',trs-f— lY�0r �2A Address DESCRIPTION// OR SCOPE OF WORK: APPLICANT INFORMATION Name I Yes Address Occ. City State Zip Phone Fax E-mail Open Cov ,APPLICANT SIGNATURE X PERMIT BIN # 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 �',trs-f— lY�0r �2A Address DESCRIPTION// OR SCOPE OF WORK: Zoning Flood Zone SRA I Yes T No Occ. Type Const. Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): t I For office use only: Zoning Flood Zone SRA I Yes T No Occ. Type Const. F/ sT2C5 `propar,L e� OF LIQUEFIED PETROLEUM GAS ONLY SLOTTED HOLE CENTERED OVER RELIEF VALVE 14 GA. COLLAR W/2 1/2- X 3 112- SLOT ) 1' 12 1 / n 1I L:ntal�-LUKE / I I ' II II ru4ae II tl dill' / FLOAT 11 GAUGE l2% I I 2A 1� 3/4 EVAC Li TUBE 1 80 I 1 SIDE ELEVATION MARK QTY. I SUE TYPE r114lrvua SERVICE MARK OTY. CHANGED GROUNDING METHOD 4112101 500 W.G. UNDERGROUND PROPANE TANK -TYPE -AWT -UG . RECO SHERW000 REVISED LEGS 6 MOVED *B* 1042101 AMERICAN WELDING & TANK HARSCO CORPORATION GAS & FLUID CONTROL GROUT A 1 2112e1 . • ,, r GB/75RV PL4085A MULTNALVB 1 1 L(ALT.) 1 214 '0 r G5475RV PV2DNA MULTNALVE 2 2 B I 14 D4FLA. WI9VAC TU06 758OU PV5138 CHEK-LOK 3 4 C I 14 SCH. 40 PIPE (TAE.) I R I 4 4 D 1 2 14 KH SOCKET WELD FLO An—am 5 1 E I 1114 4 -BOLTS 4ms4.nw P„oP-0 S 2 1.100 Tow is" E(AIL) 1 I IN 4 -BOLTS ��.. .,�. F1aLTM1D/ If—RYQ 7 8 I 1 3/16 FITTING LAYOUT DESCRIPTION SHELL' 0.21B•X 01lir X 117314 --SM 140 HEADS -3T 1.0. X 0.155 -NEMC SA414C TANK LEGS, U4- X 2117 DOME, 2 PIECE, HWGEO SNAP—LOCK CLIPS ANODE ATTACHMENT(RC DATA PLATE, 1000 GAL. END VIEW OWd N0. REV• BY: OME COLLAR )HOLES 'LACES LONG. WELD SEAM CERTIFIED BY: AMERICAN WELDING &TANK HARSCO CORPORATION GAS 6 FLUID CONTROL GROUP Jfi3UP, OEORGIA-BLOOMPIELD, IOWA, SALT LAIlit CITY. UTA FREMONT. ON MAX. ALLOW. WORKING PRESS. 2S0 PSI AT 400 UMOMTQ°F AT 250 PSI PLANT NO.= SERIAL NO. L� YEAR BUILT 2p RT LENGTH 119 IN. OUTSIDE OIA 37.4 IN. HEAD THK .185 IN. SHELL K .215 IN. UNDFA GROUND TYPE AWT -UO SURAARREA 87.5 SO.I U LISTED CONTAINER I HEAD D.R. HEMI ®L ASSEMBLY FOR LP GAS I WATER 89SA CAPACITYGALS THIS CONTAINER SHALL NOT CONTAIN A PRODUCT HAVING A VAPOR PRESSURE IN EXCESS OF 215 PSI AT 10('F. DIP TUBE LENGTH -89% FULL ® 60 DEG. F. D.T.= 7.5 IN. DATA PLATE DETAIL GENERAL NOTES: 1. LIFTING LUGS DESIGNED FOR TOTAL LIFTING WEIGHT OF ]a 2. TOTAL EMPTY WEIGHT IS 2M. 3. ALL DIMENSIONS ARE IN INCHES UNLESS OTHERWISE SPECIFII 4. COMPLETE TANK DRIED TO REMOVE ALL MOISTURE 5. NOTE DELETED S. EXTERIOR OF TANK TO BE GRIT BLASTED. 7. PAINT PER SHOP ORDER S. VACUUM PURGE TANK B. DIMENSIONS ARE SUBJECT TO CHANGE WITH OUT NOTICE (NON -PRESSURE RETAINING COMPONENTS ONLY) 10. THREADS OF ALL FITTINGS TO BE COATED WITH COMPOUND SUITABLE FOR USE WITH LP GAS. 11. FLOAT GAUGE TO BE INSTALLED WITH FLOAT ARM 46.OFF LONGITUDINAL CENTERUNE OF TANK 12. DOUBLE LIFTING LUGS ON LONG RISER TANKS ONLY N.F.P.A, 56 LP GAS CODE MATERIAL SPECS.: DESCRIPTION DATE ADAPTOR SA -105 REVERSED GROUNDING LUGS 51100 PIPE - SA53B OR SAI 06B CORRECTED OUTAGE TUBE LENGTH 744100 CHANGED GROUNDING METHOD 4112101 500 W.G. UNDERGROUND PROPANE TANK -TYPE -AWT -UG . 4EW NAMEPLATE Q CHEK4CK 10118101 REVISED LEGS 6 MOVED *B* 1042101 AMERICAN WELDING & TANK HARSCO CORPORATION GAS & FLUID CONTROL GROUT ILL PIPE THS1211102, 3EVADD ADDED ADDED FLOAT OA DESCRIPTIONS 541N2 CHANG 0 MONT PRESSURE s REMOVED DOME CUPS. ADDED SNAP LOOS 64BI02 RSPoSRION®614AP LOCKS I RU40VED 06TAII 104UO2pMgN In ArrnMPrr. A4MMSt 01/03/00 RAC CDH 20 pLLpgy; 1 R -500,M ican Welding & Tank Committed to Quality & Service Harsco 1 1TT 1 1 C HINGE DETAIL LABEL (ON LID) TOG-LVIIELD -- CONSTRUCTION CHECKMATE -ACTIVATED DUAL UQUID WITHDRAWAL-, LIFTING LUGS VALVE GALVANIZED DOME UG MULTI VALVE ANODE ATTACHMENT LEAD LOCATED UNDER DOME SEAL WELDED STAINLESS STEEL DATA PLATE UNDER DOME SPECIFICATIONSTANK GALLONCAPACITY ®®® • • ��� ? � y^w [`�SsC�'r�,p.2. � r e• yF.=� "- t; e � y 'A a� - � 1� ,��a�"� -ti'•�''&� �: � 5 r.shS � 0 • � •. �r - +.jai' -� w • .[�.#''.` qR - � •`�-. �.�..m�..,oer fir`..'s's��`=4!��:.a.�p-�c.F�'''�5�3(3�34:��L. dt '� _ti.. .cam+ �.�.. RN s �iRiP M }'ti�r�a3SRi`'....:�1t °� -u Y 'f�a,�':R S�K��0..K.'s �✓""i FR..Fu^:.7c..�� ' ?.: �a.. '�E:'L .u�T.....r� .,,r..a- �`-,-. •ear, = `' .e ;r „�;,?" ., � -„= ..a.E.e Specifications listed are for average tanks: individual vessels may vary. Capacities shown are approximate. We reserve the right to change specifications without prior notice. The people you know, the tanks you trust. �- �.. ierican Welding &Tank p O. Box 8870 Camp Hill, PA 17001-8870 Harsco 1 -800 -56 -TANKS (1-800-568-2657) Gas & Fluid Control Group Harsco wt k FAX. 717-763-5081 www a an .com 2c 1 M 8101 © 2001 Harsco Corporation WHY NOT Bury that Propane Tank? NOW YOU CAN'HIDE IT'. TAKE YOUR YARD BACK! See the Professionals for a Free Consultation. 415 MADISON ST * RED BLUFF* TEL (530) 527-3232 our Business is customer Satisfaction 800 suburbanpropane.com �870�0083 PPRAMNE n 0:j j j ® 415 Madison St. ■ Red Bluff, CA 96080 (530) 527-3232 ■ Fax: (530) 527-4819 ■ www.suburbanpropane.com Installation Procedures for Underground Tank 1. Excavate Receiving Pit for 500g W/C Tank @: 5' wide x 4' deep x 12' long 2. Excavate gas -line trench to a depth of 18" from the stub - out at the structure, to any point along the perimeter of the receiving pit. 3. Backfill receiving pit with 6" of #12 (Construction Grade) sand and level. (Approximately 5 to 6 yards of sand) 4. After tank has been set, inspected, and passed, backfill with same #12 sand to approximately 6" above the top radius of the tank. 5. Cover remainder of tank with native material, and shape so that WATER will drain away from the exposed dome. 6. When completed, exposed portion of dome should extend approximately 6" to a maximum of 10" above grade. 7. If required in Flood Plain Area you must pour a Cement Pad 5X8 slab under tank (Tank must be bolt to foundation) Cost: $175.00 a Year Maintenance Fee for 500 Gallon Tank $125.00 a Year Maintenance Fee for 250 Gallon Tank **ASK FOR RHONDA** (530)1-800-870-0083 OF LIQUEFIED PETROLEUM GAS ONLY ...,.. . — - - - - ,... _.-�.r•.-r-a,-�.rx*•:--'-nom-•- .. ........ ---.-•.-.,... •�.•.•r: �.r. �-. _ A,C E F D 7 HINGAEr-\/,' HASP 3 37 I.D. 8 TOP VIEW (R - 500MW) SLOTTED HOLE CENTERED OVER RELIEF VALVE Q _ _ 14 GA. COLLAR W/2 1/2' X 3 1/2' SLOT I -i2r ='Z= II II n n II II �P FLOAT GAUGE I?!� II I2>4 -1-f- II -IT 3/4 EVAC TUBE 1 BOy-' I 11 SIDE ELEVATION MARK CITY. SIZE TYPE ..— SERVICE MARK OTY. REGO SHERWOOD A 1 212 Ie n°'°° •O G9475RV PV2095A MULTNALVE 1 1 1(ALT.) 1 21/2 16°0 C8/75RV PV209SA MULTNALVE 2 2 J - ' L5_L 4%1 v 484 SEAL WELD >-17 FITTING LAYOUT 16 O.D. 14 GA. DOME COLLAR 1:71tGR-LUKE II I 1 II 3/ls TYP., fA.< TYP. TYP 3/16' ~-191/4— END VIEW DESCRIPTION - pWd NO. REV. I ELL-0.218'XE112'X117314'-SA414G 12 C AOS-37'1.0.X0.185'-HEMI:SA414C - _ 13 C B 1 314 mnowievAc1UDE 7590U PV5138 CHEK{OK 3 4I LIFTING LUGS -DF2 C I 34 SCH. 40 PIPE (T.O.E.) FILL MIND- zlrsa oR lvLR 4 _ 4 TANK LEGS, 114'X 2/12' DF2. D 1 2 12 XH SOCKET WELD FLO ArrAClucNr 5 1 DOME. 2 PIECE, HINGED D f5 E 1 11/1 1•BOLTS Slwrm4FOlie Jm a. PaNWrDe1U v>. Pw a..l. 5 2 SNAP -LOCK CUPS D•28,29,30 REPOSMONED SNAP LOCKS S REMOVED DETAJI IC 2110 7 1 ANODE ATTACHMENT(ROUND DISK W/ WIRE) D%7 E(AIL) ) 1 11/4 4 -BOLTS Rm,.w.,aauw FLa1GAVGE ==1 e, �� T reaeA 9 1 DATA PLATE. 1000 GAL. U/G ' F 1 1 110 BRASS TUBE WIADE nsE 314 0 HOLES (4) PLACES LONG. WELD SEAM DESCRIPTION DATE: REVERSED GROUNDING LUGS 5!5!00 CORRECTED OUTAGE TUBE LENGTH 724A0 CHANGED GROUNDING METHOD 4/12/01 NEW NAMEPLATE 8 CHEK-LOK 10/Isla REVISED LEGS 6 MOVED'B' 16'12/0 REVISED FILL PIPE LENGTHS 12/1310 ADDED FLOAT GA DESCRIPTIONS CHANGED MOMT PRESSURE TO 250 PSI 521/02 REMOVED DOME CUPS. ADDED SNAP LOOKS 828/02 REPOSMONED SNAP LOCKS S REMOVED DETAJI IC 2110 CERTIFIED BY: AMERICAN WELDING &TANK HARSCO CORPORATION GAS 6 FLUID CONTROL GROUP JESUP. GEORGIA-BLOOMFIEID, IOWA. SALT LACE CITY, UTAH.FREMONT. OH MAX. ALLOW. WORKING PRESS. 250 PSI AT 400 UMOM -20 . 'F AT 250 PSI PLANT NO.= w SERIAL NO. YEAR BUILT 2p RTS OUTSIDE LENGTH 119 - IN. plq, 37.4 IN. HEAD THK .185 IN. SHELL .218 IN. UNDER SURFACE GROUND TYPE AWT -UG AREA W.5 SCL I zLISTED CONTAINER HEAD D.R. HEMI ASSEMBLY FOR LP GAS WATER 695A CAPACITY 500 GAL: THIS CONTAINER SHALL NOT CONTAIN A PRODUCT HAVING A VAPOR PRESSURE IN EXCESS OF 215 PSI AT 100'F. DIP TUBE LENGTH -89% FULL ® 50 DEG. F. D.T.= 7.51N. DATA PLATE DETAIL GENERAL NOTES: 1. LIFTING LUGS DESIGNED FOR TOTAL LIFTING WEIGHT OF 116I0 2. TOTAL EMPTY WEIGHT IS 970. 3. ALL DIMENSIONS ARE IN INCHES UNLESS OTHERWISE SPECIFIC 4. COMPLETE TANK DRIED TO REMOVE ALL MOISTURE 5. NOTE DELETED / 6. EXTERIOR OF TANK TO BE GRIT BLASTED. 7. PAINT PER SHOP ORDER S. VACUUM PURGE TANK. 9. DIMENSIONS ARE SUBJECT TO CHANGE WITH OUT NOTICE. (NON -PRESSURE RETAINING COMPONENTS ONLY) 10. THREADS OF ALL FITTINGS TO BE COATED WITH COMPOUND SUITABLE FOR USE WITH LP GAS. 11. FLOAT GAUGE TO BE INSTALLED.WITH FLOAT ARM 45' OFF LONGITUDINAL CENTERLINE OF TANK. 12. DOtJBLE LIFTING LUGS,ON LONG RISER TANKS ONLY UW -51 LONG UW -52 HEAD N. F.P.A. 58 LP GAS CODE I MATERIAL SPECS.: 500 W.G: UNDERGROUND PROPANE TANK -TYPE -AWT -UG AMERICAN WELDING & TANK HARSCO CORPORATION GAS & FLUID CONTROL GROW oAA-RAC — ;CDH '777 oo AEvucre wuwaOAlc 1 / 03 / 00 R 20 R-500MIM1 01 -ican Welding & Tank Harsco 0 Committed to Quality & Service DETAIL LABEL (ON LID) TOG -L WELD — CONSTRUCTION CHECKMATE -ACTIVATED DUAL LIQUID WITHDRAWAL\ LIFTING LUGS VALVE GALVANIZED DOME UG MULTI VALVE )DE ATTACHMENT LEAD :ATED UNDER DOME SEAL WELDED STAINLESS STEEL DATAPLATE UNDER DOME _ TANK SPECIFICATIONS WATER LAITY LLON DIAMETER LENGTH HEIGHT WEIGHT CAP_,t. SPLE NG WIHOOD r x 7 v�:-�".�t'rrbi5:.'�'�.r Vis,..: �7 :1�- � ! � k t5 �' ���"'�/�"t'�}4ec�i�-'ii f 4 ~0 -�. � •rs+rtYe�- �,._ F.� _ ,E, ��'M. � '%! �.� �:�` i���'7.i��� t +:7 Y j`�. 2 hk"�"2.3 '� '4 x•Y X54 }I �i'. 5 i�.•� �'i �� . �K \�Tf 'rl� �7�1 � 7�: ;,Q"`iV�''`��k� 's�. }• vo ge- ire •c t• P�"' r.,.sL, S � �`.i:5.�"� ?.-H?, � s see+=.Ns��r.?er_; it.rt�.'_,w�*.St: ^�. . ,� t- ! p�^"�i-: 1450 Gal. .f�}"' ✓• .:� 139'/2' _:?_:�,.: 46" tu:3.,.. .$ 17'4" 5'11" 2658 lbs. Li 4.�.�..i( ,.Li 7a` Yiy'tit. -pi \." .b'r •+�Y'� i�Tl" -y-1.i 2eyi.4 �''.p ]C,yri• y • *q 'v �y 4 VYl$2� .�C- . y \ SSt^I=SCJ.: �k _ _.' uiJ-I� C� c x s s � � �lr R" "' h �} �"`i � 1 k '-:�Ita}'t•{� ��..1760�Ibs � l��i{` , �° J . .3',�'� .:,�.ldiy%..� ,n rl -"�-I i kay ;, �� �'�-^ t`a' ry 4� �YU Ji g •�StS 850 Gal 86" 41" 13'9" 5'6" 1440 lbs. �1 f t�f sff' r,'F J i �faa �, '� ` �r,'' +?ai,�''.VPE�'7.^.kHY1`"�t � `5•.ea«,. .+ � ^A : �'�i�'. �dY+'. i'.U„P:.p�u�" .i 325 Gal. 60" 30" 9111" 417" 597 lbs. �a•,:,r ,y - 5Yc� �ftC1"l'` 'A S Iti. .?Sv!p.ss r muy'-"_ .�{'-f "� in.�{r{',, °' -'i ,N rci'i�ri.'" �2'�yrti'r '�%}$•� e�\ "s� Y i�'.//;X i �+'4f5.c t` y '. "�[L� ' -, `. f' ariE.,-ur v �...x t ... 4 _ 5,;'a ,`,✓ir ,:._.�c:. x..T 'J t �.., � '. 'a. -r ;t_�:• C � ( &. +.,.i4 .a•Y:&.. .: ,w.,;.- ��-=AS,.c .� :.�, .i,-� 150 Gal. 60" 24" 598" 4'1" 314 lbs. �s4'7G'*f+c..,ss.'Y.�'✓'Nu+i+:. x, ' fi R -:15�-4- . x•'44 h L _� " EE`..cl[v,{�� .f£'i U f• F R6'ck ZL r_"S' �{ ' p r"• JE F4• i' A`c Jlj N'c- .yy .. 25,710 • a - £- Yi1': "C ' �" i^ Y i(3 5(�tt-V.t : - �rrF-.i: `-'S.T•" l "-`�.3 .h1.�?- .,,� s: tJ�',a_PF�•Y:e T'r'4(L1S .-bt.•�-,4'ti5-.x�,'r'„sf_i Y',.i{'"fl're{' ,�..,.,-•••CCC-..-,t„ 1 z .C''v'1' a Y..= ...:3xax..•..`4 ..w'a.� '�� 6 t'i' J Specifications listed are for average tanks: individual vessels may vary. Capacities shown are approximate. We reserve the right to change specifications without prior notice. The people you know, the tanks you trust. �... ierican Welding & Tank p O. Box 8870 Camp Hill, PA 17001-8870 Harsco .1 -800 -56 -TANKS (1-800-568-2657) Gas & Fluid Control Group Harsco FAx: 717-763-5081 www.awtank.com 2c 1M 8101 0 2001 Harsco Corporation WHY lyc3T Bury that Propane Tank? NOW YOU CAN HIDE IT' TAKE YOUR YARD BACK! �` ��� �: f Vii, ��. ` {� �. .� •,•T � �! r �7 ,�� � �r ., �� . � � `� ! �C A� i ,.i . t i i .� 415 MADISON ST * RED BLUFF* TEL (530) 527-3232 our Business is Customer Satisfaction 800�87-0�0083 suburbanpropane.com PR:aPANe 10_-1 D ,W EMER.." T' 415 Madison St. • Red Bluff, CA 96080 (530) 527-3232 ■ Fax: (530) 527-4819 ■ www.suburbanpropane.com Installation Procedures for Underground Tank 1. Excavate Receiving Pit for 500g W/C Tank @: 5' wide x 4' deep x 12' long 2. Excavate gas -line trench to a depth of 18" from the stub - out at the structure, to any point along the perimeter of the receiving pit. 3. Backfill receiving pit with 6" of #12 (Construction Grade) sand and level. (Approximately 5 to 6 yards of sand) 4. After tank has been set, inspected, and passed, backfill with same #12 sand to approximately 6" above the top radius of the tank. 5. Cover remainder of tank with native material, and shape so that WATER will drain away from the exposed dome. 6. When completed, exposed portion of dome should extend approximately 6" to a maximum of 10" above grade. 7. If required in Flood Plain Area you must pour a Cement Pad 5X8 slab under tank (Tank must be bolt to foundation) Cost: $175.00 a Year Maintenance Fee for 500 Gallon Tank $125.00 a Year Maintenance Fee for 250 Gallon Tank **ASK FOR RHONDA** (530)1-800-870-0083 r BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 130 MUD CREEK ROAD Owner: Permit No: B07-0549 APN: 056-090-079 BRANDON AND KIMBERLY DU Issued Date: 5/17/2007 By GLB Permit type: RESIDENTIAL 4625 CAREYBACK AVE Subtype: SFD-Custom/Model ELK GROVE, CA 95758 Expiration Date: 5/16/2008 Description: NSF (2876) GAR (810) COV (1078) (530) 624-9566 Occupancy: R-3 Zoning: TM5 I Contractor I Applicant: Square Footage: MC CREA CONSTRUCTION COMPANY MC CREA CONSTRUCTION < Building Garage Remdl/Addn P O BOX 339 P O BOX 339 2,876 810 CHICO, CA 95927 CHICO, CA 95927 (530)521-1885 (530)521-1885 Other Porch/Patio Total 1,078 4,764 FEE INFORMATION CWIF SF $2,411.06 DBFIRE Fire Inspection (SRA) R $102.70 CWIF SF $2,132.89 DBFIRE SRA Fire Plan Review (S $102.70 CWIFAUD Impact Processing Audi $50.00 DBSMIP Residential $22.36 CWIFDDS Impact Processing Fee $50.00 DB R3 Dwelling -Custom, Model $2,064.97 DB R3 Dwelling -Custom, Model $1,376.64 DB SRA Fire Plan Check Fee $109.98 Total Charged: $8,499.00 Fees Paid: $8,499.00 DBEH Building Review Fee $75.70 Balance Due: $0.00 Receipt No: B3133 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License MC CREA CONSTRUCTION CO C340940 / B / 10/1/2007 Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a 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 I HEREBY AFFIRM U ER PENALTY OF PERJURY that I am licensed under provisions of Chapter 9 (commencing with S lion 7000) of Division 3 of the Business and Professions Code, and my license Pursuant to the provisions of the Contractors License Law [Chapter 9 (commencing with Section 7000) s in full force of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the 7ect. X basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil of not more than five hundred dollars 5/17/2007 penalty [$500]; Please check one of the following: Contractor Signature Date ❑ I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractors License Law does not apply to an owner of the property, who builds or improves thereon, and who does WORKERS' COMPENSATION DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: • HAVE AND WILL MAINTAIN the work himself or herself or through his or her own employees, provided that such improvements ❑I A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). AVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by ❑ 1, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My Workers' Compensation insurance carrier and policy number are; The Contractor's License Law dows not apply to an owner of the property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Carrier: State Fund Policy Number:7130006862 Exp. Date:1011/2007 Contractor's License Law.). (This section nee not be competed if the permit is or once hundredddollars ($100) or less. ❑ I AM EXEMPT under Section B. & P.C. for this reason: ❑I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation laws of California, and agree that if I should become subject to the workers'X 5/17/2007 compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those Owner's Signature Date provisions. X 5/17/2007 1 hereby certify that I have read this application and state that the above information is coned. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building Signature Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, injury, including death, and property damage caused arising out of, or in any way connected with DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND the issuance of this permit. I hereby acknowledge thatt is issuance of this permit does not authorize the use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte ATTORNEY'S FEES. County to enter top above mentioned property for inspection purposes. I hereby certify that I am the propey am authorized to act on the property owner's behalf. 5/17/2007 CONSTRUCTION LENDING AGENCY 1 HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for ame Permittee [SIGN] PAnt Date the performance of the work for which this permit is issued. (3097 civ, code) Owner ntractor OR: 1:1Agent for Owner ❑Agent for Contractor ;—' FILE COPY Lender's Address City State zip JSBUTTE COUNT DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 A FEE RILL BE REQUIRED AT TIME OF APPLICATION Website: www.buttecounty.net/dds **PLEASE PRINT CLEARLY** OWNER INFORMATION Last N I F" :► Mailing Address — City E�1c cacwt, 1ateGPe ZIp`15 p• 4Za Fax E-mail N 1 APPLICANT INFORMATION CONTRACTOR Name �.` u► r . 0 Address O �!• �'LO City Fax 9 stateaovZipct ` zz Phoneo• ,' Fax 61. 343•-6_ Z7 E-mail W lot �' # 3 4 ct Lko Class APPLICANT INFORMATION ARCHITECTIENGINEER Name �b City C.w,Cx., Address Zp City Chl►C.z Fax 9 State uk Zp Phone 3 Fax Email N State License Number APPLICANT INFORMATION Name ,`� C — �FIt �[•Do�. Address City C.w,Cx., State cps Zp Phone 5 Fax 9 E-mail Pc APPLICANT SIGNATURE X CV PERMIT NO. G � / a�, a PROJECT LOCATION AP# pSb Property Address City C WORKER'S COMPENSATION Policy Number Carrier Nhiring anyone other than license contractors, a certiflcate of worker's compensation must be shown at the time of permit Issuance. LENDING AGENCY Name Address DESCRIPTION OR SCOPE OF WORK: �Jw. �ow•+.* �07Y Sq FT- Livin Garage Open Cov 0 ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use on Zoning ,KtFlood Zone SRA No Occ. Type Const. Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 75965 (530) 538-7601 Telephone (530) 538-7785 Fax www.buttecounty.net/dds PERMIT APPLICATION DATA SHEET Reference Number: B07-0549 Date: 03/21/2007 Location: MUD CREEK ROAD By: KEJ Parcel Number: 056-090-079 Sub Type: SFD-Custom/Model Owner Name: BRANDON AND KIl"ERLY DUNTSCH Phone: (530) 624-9566 Description: NSF (2876) GAR (810) COV (1078) ❑ E] The above permit application has the following Clearances required prior to permit issuance. Please contact each department indicated below regarding specific requirements pertaining to your permit application. Yes No DRAINAGE DISTRICTS iggs Unified School District, 300 B Street, Biggs CA 95917 - (530) 868-1281 Thermalito Irrigation District, 410 Grand Avenue, Oroville CA 95965 - (530) 533-0740 Chico Unified School District, 1163 East 7th Street, Chico CA 95926 - (530) 891-3006 LOAPUD, 1960 Elgin Street, Oroville CA 95966 - (530) 533-2000 Durham Unified School District, 4920 Putney Drive, Durham CA 95938 - (530) 895-4675 City of Chico, 545 Vallombrosa, Chico CA 95926 - (530) 895-4711 Gridley School District, 429 Magnolia, Gridley CA 95948 - (530) 846-4723 PARKS & RECREATION DISTRICTS E] Chico Area Recreation District, 545 Vallombrosa, Chico CA 95926 - (530) 8954711 ❑ E] Durham Park & Recreation District, 9447 Midway, Durham CA 95938 - (530) 345-1921 Oroville Union High, 2211 Washington Ave, Oroville CA 95966 - (530) 538-2300 Ext: 105 Feather River Recreaction & Park District, 1200 Myers Street, Oroville CA 95966 - (530) 533-2011 aradise Unified School District, 6696 Clark Road, Paradise CA 95969 - (530) 872-6400 Paradise Parks & Recreation, 6626 Skyway, Paradise CA 95969 - (530) 872-6393 E] m Other: Signature of Property Owner: APPLICANT Date: 03/21/2007 SCHOOL DISTRICTS iggs Unified School District, 300 B Street, Biggs CA 95917 - (530) 868-1281 ED Chico Unified School District, 1163 East 7th Street, Chico CA 95926 - (530) 891-3006 Durham Unified School District, 4920 Putney Drive, Durham CA 95938 - (530) 895-4675 Gridley School District, 429 Magnolia, Gridley CA 95948 - (530) 846-4723 Marysville School District, 1919 B Street, Marysville CA 95901 - (530) 741-6000 Oroville Elementary School District, 2795 Yard Street, Oroville CA 95966 - (530) 532-3000 Oroville Union High, 2211 Washington Ave, Oroville CA 95966 - (530) 538-2300 Ext: 105 aradise Unified School District, 6696 Clark Road, Paradise CA 95969 - (530) 872-6400 OTHER Recorded copy of Agricultural Acknowledgment Statement- See Attached Instructions City of Biggs Planning Department, 3016 Sixth Street Biggs CA 95917 - (530) 868-5447 Other: Other: E] m Other: Signature of Property Owner: APPLICANT Date: 03/21/2007 BUTTE COUNTY FEE SUMMARY County Center Drive Oroville, CA 75965 Department of Development Services Phone (530) 538-7541 Fax (530) 538-2140 Permit Number: B07-0549 Job Address: MUD CREEK ROAD Contractor: MC CREA CONSTRUCTION COMPANY P O BOX 339 CHICO, CA 95927 Printed: 03/21/2007 12:22 pm Fee Description Account Number Fee Amount Paid Date Pmt Amt CWIF SF CWIFPWRDS SF 1831-0-280-1011001 $1,337.55 CWIFFIREF SF 1851-0-280-1011852 $366.35 CWIFFIREVE SF 1851-0-280-1011853 $707.16 DB R3 Dwelling -Custom, Model DBF DWLNG CSTM/MDL N Plan Rvv 0010-440001-4210500-1010 $1,376.64 03/21/2007 $1,376.64 DBF DWLNG CSTM/MDL N Permit F( 0010-440001-4210500-1010 $2,064.97 DBEH Buildine Review Fee 0021-540013-4614901-1010 $75.70 03/21/2007 $75.70 DBFIRE Fire Inspection (SRA) R 0100-450001-4617240-1010 $102.70 DBFIRE SRA Fire Plan Review (S 0100-450001-4617240-1010 $102.70 03/21/2007 $102.70 DB SRA Fire Plan Check Fee 0010-440001-4210500-1010 $109.98 03/21/2007 $109.98 CWIFAUD Impact Processing Audi 0010-050-4617998-101001 $50.00 CWIFDDS Impact Processing Fee 0010-440001-4617999-1010 $50.00 CWIF SF CWIFLBRYF SF 1825-0-280-1011826 $240.89 CWIFGGVE SF 1810-0-280-101001 $306.61 CWIFSHERFF SF 1840-0-280-1011841 $312.99 CWIFLBRYM SF 1825-0-280-1011827 $162.04 CWIFGGF SF 1808-0-280-101001 $664.81 CWIFSHERFJL SF 1800-0-280-1011811 $288.00 CWIFLBRYV SF 1825-0-280-1011828 $4.83 CWIFSHERFVE SF 1840-0-280-1011842 $152.72 DBSMIP Residential 1001-0-280-1011298 $22.36 Printed By: Karen Jones 89499.00 •$1,665.02 Balance Due: $6,833.98 At the time of permit application, I was advised the above fees are required prior to issuance of the permit. These fees may change during the plan checking process. Signature• Date: 03/21/2007 Pursuant to Government code Section 66020, you are hereby notified those items listed above may have been imposed on your project. You have 90 days from the date of approval of the project or from the impostion of the above referenced items during which you may request a protest. The requirments for a protest are specified in Government Code Section 66020(a). Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 75965 (530) 538-7601 Telephone (530) 538-7785 Fax www.buttecounty.net/dds NOTICE TO BUILDERS Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: 0 Make sure your application is complete. 0 Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications (not yet issued) must be requested within two years from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge of $54.99 to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at http://municit)alcodes.lexisnexis.com/codesibutteco/ Reference Number: B07-0549 Location: MUD CREEK ROAD Parcel Number: 056-090-079 Date: 03/21/2007 Owner Name: BRANDON AND KIMBERLY DUNTSCH Phone: (530) 624-9566 Description: NSF (2876) GAR (810) COV (1078) Signature of Property Owner: Date: 03/21/2007 FILE Butte County Department of Public Works J. MICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 County Center Drive Oroville, CA 75965 (530) 538-7266 Telephone (530) 538-7171 Fax www.buttecounty.net/dds 0 0 0 0 0 �,Ic National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment [LESS THAN 1 ACRE 1 Reference Number: B07-0549 Date: 03/21/2007 Location: MUD CREEK ROAD By: KEJ Parcel Number: 056-090-079 Sub Type: SFD-Custom/Model Owner Name: BRANDON AND KIMBERLY DUNTSCH Phone: (530) 624-9566 Description: NSF (2876) GAR (810) COV (1078) By signing below, I the project owner/owners' agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site buildouts of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the state of California Regional Water Quality 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 this project that disturbes one acre or more of land may result in revocation of grading and/or other permits or other santions provided by law. Signed Title: FILE Date: 03/21/2007 _ _t y,,.,,��,.�c.�. ^'.'`. - � .�nr'`ti.'i`•':s....b f. i.-_. .._ .-a. .. -. ��. .. ...�..:..T:.....�--..-�... -.f, -..ti -..: r. _ BUTTE COUNTY SCHOOLS IMPACT..FEE CERTIFICATION FORM (One form per Building) School District �,� /��i 041r/��/� A.P. Number Jurisdiction: City Property Owner Property Location, Building Department No. ©Ccunty X(-)r%-o'sl / Subdivision Lot No. Residential Development Q Q . Q Q ' Sc. Footage No of Living Mobile Home Addition _ "Supplemental to (Group. R) Units Installation Conversion Permit # '(No foundation ....inspection) ..................................................................................... Deed Restricted Sc. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Commercial/Industrial Sq. Footage New Addition (Including Exterior k ✓, / Roofed Areas) fe Building Department Rdpresen6tive . D'ste District Identification No. OP?, "V'41_ School District certifies that P1 (Street Address) (City) (State) has complied with the requirements of Resolution No. Sri' O tCJ representing v6 square feet. School District Representative Paid by Check # �� Remarks: L—, L(2. (Applicant) (Phone Number) N (Zip Code) . by payment of $ 761 �Q B 2926 ULL MITIGATION Date Notice: You may protest the Imposition of the fees Identified above by submitting a written protest.to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the Imposition of the fees In any court action. K, subsequent to the School District Representative signing this Butte County Schools Impart Fee Certification Forth, the School Dhnrkt to notified by the applicable Local Planning Agency that this project Is being reviewed under the CoWernla Environmental Quaft Act (CEQA), this project may be subject to additional school fees to fully midgets its Impeet on the school disMet's schools. White (school district), Yellow (building department), Pink (applicant). feefonn.xls (3M5)ftm AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILMING DIVISION 7 COUNTY CENTER DRIVE OROVILLE. CA 95%5 r �a COPY of Document Recorded 30 -Apr -2007 2007-0020705 Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject tD inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Date State of California County ofSO4X0XheVNk0 On 4-o �Caper\'� 05sk�flCd K -R us6;-00- 679 `j�i�tl7 before me, OWNERS: W::rIa'r1--ffV personally appeared - . 13 . s_personally known to me (or proved to me on the bisis of satisfactory evidence) to be the personjo whose nam, subscribed to the within instrument and acknowledged to me that iPe�h 'tom executed the same in his/her/their authorized capacity, and that by *��r signatnreo on the instrument, the personV or the entity upon behalf of which the persoio acted, executed the instrument. WITNESS my hand and official seal . Seal: 19MY ASHLEY WILSON A -P• # ' COMM.#1423691 NOTARY PUBLIC - CALIFORNIA SACRAMENTO COUNTY COMM. EXPIRES JUNE 12, 2007 ASHLEY WIL`. V COMM. #1423691 U NOTARY PUBLIC - CALIFORVA , F. SACRAMENTO COUNTr MY C0MM, EXPIRES JUNE 12, CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California ss. County of u OnPlA 15 2.0D], before me, s t me, -►�A�� , L&Q f� Date ' Name and Title of Officer (e.g., Jane Doe, NoW Public) personally appeared Rx -a vie/-Dwn� Name(s) of Signer(s) personally known to me ❑ proved to me on the basis of satisfactory evidence JAR* HIVISELI Oommli dan #►1416611 Nokffy Fublc - carorrdo aftcm* * 44bMirCaatm- &0ftM * 4.2W to be the person(4 whose name(N is/ale subscribed to the within instrument and acknowledged to me that he/sVthtay executed the same in his/hlt'/their authorized capacity(), and that by his/lid/th'sir signatureN on the instrument the person(, or the entity upon behalf of which the person( acted, executed the instrument. WITNESS my hand and official seal. Place Notary Seal Above Signature o ublic 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 Title or Type of Document: i _D) Document Date: '�� tlt�� Number of Pages: Signer(s) Other Than Named Above: lUmber ij 4 T), -Pyw \w -M Capacity(ies) Claimed by Signer Signer's Name: ❑ Individual ❑ Corporate Officer— Title(s): ❑ Partner — ❑ Limited ❑ General ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: RIGHT THUMBPRINT OF SIGNER ©1997 National Notary Association - 9350 De Soto Ave., P.O. Box 2402 - Chatsworth, CA 91313-2402 Prod. No. 5907 Reorder. Call Toll -Free 1-800-876-8827 Order No.: 00228914-002 THE LAND REFERRED TO HEREIN IS DESCRIBED AS FOLLOWS: ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: BEING A PORTION OF THE NORTHEAST QUARTER OF SECTION 14,TOWNSHIP 24 NORTH, RANGE 2 EAST, M.D.B.& M. AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE CENTER OF SAID SECTION 14, SAID POINT BEING AS SHOWN ON THAT CERTAIN RECORD OF SURVEY MAP FOR WALTER C. ROACH, WHICH MAP WAS FILED IN THE OFFICE OF THE RECORDER OF BUTTE COUNTY, CALIFORNIA IN BOOK 69 AT PAGE 4; THENCE FOLLOWING ALONG THE EAST AND WEST CENTERLINE OF SAID SECTION 14, NORTH 88° 53'00" EAST FOR 1838.84 FEET TO THE SOUTHEAST CORNER OF THAT CERTAIN PARCEL OF LAND DESCRIBED IN DEED TO MILES E. STEVENSON, RECORDED OCTOBER 24, 1945 IN BOOK 367 OF THE OFFICIAL RECORDS OF BUTTE COUNTY, CALIFORNIA, AT PAGE 229; THENCE FOLLOWING ALONG THE EASTERLY BOUNDARY LINE OF SAID STEVENSON PARCEL NORTH 80 37'00" WEST FOR 922.40 FEET TO A 3/:' IRON PIPE AND TAG LS 3634 MARKING AN ANGLE POINT IN SAID EASTERY BOUNDARY LINE OF SAID STEVENSON PARCEL AND BEING AS SHOWN ON SAID RECORD OF SURVEY MAP; THENCE CONTINUING NORTH 8° 37'00" WEST FOR 349.30 FEET TO THE NORTHWEST CORNER OF THE CERTAIN PARCEL OF LAND DESCRIBED IN DEED TO THOMAS P. MARTUCCI, ET AL, RECORDED AUGUST 13, 1971 IN BOOK 1693 OF OFFICIAL RECORDS OF BUTTE COUNTY, AT PAGE 401; SAID POINT BEING MARKED BY A %" IRON PIPE AND TAG:LS 3634; THENCE FOLLOWING ALONG THE NORTHERLY BOUNDARY LINE OF SAID MARTUCCI PARCEL, EAST FOR 84.95 FEET TO A'/4" IRON PIPE AND TAG LS 3634; SAID POINT BEING AND ALSO THE TRUE POINT OF BEGINNING FOR THE PARCEL OF LAND HEREIN DESCRIBED; THENCE FROM SAID TRUE POINT OF BEGINNING, NORTH 8° 19'41 " EAST FOR 800.61 FEET TO A POINT LOCATED IN THE CENTERLINE OF VILAS ROAD AS SHOWN ON RECORD OF SURVEY MAP; THENCE FOLLOWING ALONG THE CENTERLINE OF VILAS ROAD AND ALONG THE ARC OF A 477.68 FOOT RADIUS CURVE CONCAVE TO THE NORTH, EASTERLY THROUGH A CENTRAL ANGLE OF 190 06'50" FOR AN ARC DISTANCE OF 149.34 FEET TO THE END OF SAID CURVE, THE CHORD WHICH BEARS NORTH 790 14'56- EAST, A DISTANCE OF 148.65 FEET THENCE NORTH 690 41' 31'" EAST FOR 45.29 FEET TO THE BEGINNING OF A 419.79 FOOT RADIUS TANGENT CURVE TO THE LEFT; THENCE FOLLOWING ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 90 15' 39" FOR AN ARC DISTANCE OF 67.85 FEET TO THE END OF SAID CURVE; THENCE NORTH 78° 57' 11" EAST FOR 70.00 FEET; THENCE LEAVING THE CENTERLINE OF VILAS ROAD, SOUTH 170 43'32" EAST FOR 910.58 FEET TO A 3/4" IRON PIPE AND TAG LS 3634; THENCE SOUTH 1° 21' 04" EAST FOR 395.29 FEET TO A 3/4" INCH IRON PIPE AND TAG LS 3634 AS SHOWN ON SAID RECORD OF SURVEY MAP, SAID POINT BEING LOCATED ON THE NORTHERLY BOUNDARY LINE OF THAT CERTAIN PARCEL OF LAND DESCRIBED 1N DEED TO A.E. DENNETT, ET UX, RECORDED MARCH 7, 1966 IN BOOK 1417 OF THE OFFICIAL RECORDS OF BUTTE COUNTY, CALIFORNIA, AT PAGE 89, SAID POINT BEING LOCATED NORTH 880 53'00" EAST A DISTANCE OF 300.00 FEET FROM THE EASTERLY BOUNDARY LINE OF SAID MARTUCCI PARCEL; THENCE SOUTH 80° 53'00" WEST FOR 300.00 FEET, SAID POINT BEING MARKED BY A %" IRON PIPE AND TAG LS 3634, SAID POINT BEING LOCATED IN SAID EASTERLY BOUNDARY LINE OF SAID MARTUCCI PARCEL; THENCE FOLLOWING ALONG SAID EASTERLY BOUNDARY LINE, NORTH, FOR 401.03 FEET TO THE NORTHEAST CORNER OF SAID MARTUCCI PARCEL, SAID POINT BEING MARKED BY A %" IRON PIPE AND TAG LS 3634; THENCE FOLLOWING ALONG THE NORTHERLY BOUNDARY LINE OF SAID MARTUCCI PARCEL, WEST, FOR 425.05 FEET TO THE TRUE POINT OF BEGINNING. AP NO. 056-090-079 a _us 2 Y 1 / TRIS N / 13VILPi0.. N , r6 P2a4heEp o2\��� pl, �d Z.4A" WT. PRDJz% SLOPS /f�)�v s Z, 9A).T r11�• SPT, GoP&y —b6 Ej1sE,r I IV BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 130 MUD CREEK ROAD Owner' Pernlit NO: B07-0879 APN: 056-090-079 BRANDON DUNTSCH Issued Date: 6/11/2007 By GLB Permit type: MISCELLANEOUS 4625 CAREYBACK AVENUE Subtype: Fire Suppression ELK GROVE, CA 95758 Expiration Date: 6/10/2008 Description: FIRE SPRINKLER FOR B07-0549 (530) 624-9566 Occupancy: Zoning: TM5 l Contractor Applicant: Square Footage: SQUYRES WILLIAM F JR SQUYRES WILLIAM F JR Building Garage Remdl/Addn P O BOX 3176 P O BOX 3176 CHICO, CA 95927 CHICO, CA 95927 (530)345-1012 (530)345-1012 Other Porch/Patio Total FEE INFORMATION DBOMSCF Fire Protection Engine $219.96 Total Charged: $219.96 Fees Paid: $219.96 Balance Due: $0.00 Receipt No: B2784 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires 1 HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License SQUYRES WILLIAM F JR 275206 / C16 / 10/31/2007 Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a 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 I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter 9 (commencing with Section 7 of Divisi 3 of the Business and Professions Code, and my license pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) is i�Ilforcean act. of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the X basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil of not more than five hundred dollars 6/11/2007 penalty [$500]; Please check one of the following: Contractor's Signature Date E]I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does WORKERS' COMPENSATION DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: HAVE AND the work himself or herself or through his or her own employees, provided that such improvements WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR E]I are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). j� I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by ❑ I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: Y�1 Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My Workers' Compensation insurance carrier and number are; The Contractor's License Law dows not apply to an owner of the property who builds or improves policy thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Cartier. State Fund policy Number: 1617846 Exp. Date:10/1/2007 Contractor's License Law.). (This section nee not be competed if the permit is or one hundreddollars ($100) or less. ❑ I AM EXEMPT under Section B. & P.C. for this reason: ❑I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation laws of California, and agree that if I should become subject to the workers'X 6/11/2007 compensation provisions o ction 3700 of the Labor Code, I shall forthwith comply with those Owner's Signature Date provision � X 6/11/2007 1 hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building Signature Date WARNING: FAILURE TO SECURE WORK$ 'COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, injury, including death, and property damage caused by, arising out of, or in any way connected with the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND ATTORNEY'S FEES. use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte C unty to enter the above mentioned property for inspection purposes. I hereby certify that I am the pro rty owns or m auth nz to act on the property owner's behalf. CONSTRUCTION LENDING AGENCY 6/11/2007 1 HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for Name of Permittee [SIGN]- int Date the performance of the work for which this permit is issued. (3097 civ. code) Owner ❑ Contractor OR. Agent for Owner DAgent for Contractor FILE COPY Lender's Address City State Zip BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION Website: www.buttecounty.netldds "PLEASE PRINT CLEARLY" n OWNER WFORMA TION Last Name • U n�C I irst Name Mailing Address City State Zip Phone Fax E-mail APPLICANT INFORMATION CONTRACTOR Name Name l L e s �� Address x 3 t7'L Zip City Date Approved: Ste A `� Z Phone?,j � Fag ., E-mail lac. #rMSIG APPLICANT INFORMATION ARCHITECT/ENGINEER Name City ,M ` Address Zip City State Zip Phone Date Approved: Fax E-mail State License Number APPLICANT INFORMATION Name Address City ,M ` State Zip Phone Fax E-mail APPLICANT S GNATURE X P\— V_ /,,-- �" h For office use onl : Zoning Flood Zone S.RA ves No Occ. Type Const. Subdivision Name Map Book Page Lot ner n Date Approved: PERMIT NO. $� �b BIN # PROJECT LOCA TION Property Ad ress &04 _Bldg I CrosMSet SRA 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 World: Sq FT- Li ng Garage J t Open ` Cov ❑ Structure Built without Permits ❑ 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 be made prior to the expiration of the permit and no construction work has been done. Filinr fees, plan check fees for work plan checked and other department costs are not refundable. Received by: Amount- _Bldg I SRA Receipt #: Sheriff SMIP [late: Other Total Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds PERMIT APPLICATION DATA SHEET Reference Number: B07-0879 Date: 4/24/2007 Location: 130 MUD CREEK ROAD By: GLB Parcel Number: 056-090-079 Sub Type: Fire Suppression Owner Name: BRANDON DUNTSCH Phone: (530)624-9566 Description: FIRE SPRINKLER FOR B07-0549 The above permit application has the following Clearances required prior �to/ermit issuance. Please contact each department indicated below regarding specific requirements pertaining to your permit lication. Yes No DRAINAGE DISTRIC S ❑ ❑ Thermalito Irrigation District, 410 Grand Avenue, Orovil CA 95965 - (530) 533-0740 ❑ ❑ LOAPUD, 1960 Elgin Street, Oroville CA 95966 - (530) 33-2000 ❑ ❑ City of Chico, 545 Vallombrosa, Chico CA 95926 - 30) 895-4711 ❑ ❑ Chico Area Recreation District, 545 Vallomb sa, Chico CA 95926 - (530) 895-4711 ❑ ❑ Durham Park & Recreation District, 9447 idway, Durham CA 95938 - (530) 345-1921 ❑ ❑ Feather River Recreaction & Park Dist r ct, 1200 Myers Street, Oroville CA 95966 -(530) 533-2011 ❑ ❑ Paradise Parks & Recreation, 6626 S ay, Paradise CA 95969 - (530) 872-6393 SCHOOL DISTRICTS Biggs Unified School District, 30 Street, Biggs CA 95917 - (530) 868-1281 Chico Unified School District, 163 East 7th Street, Chico CA 95926 - (530) 891-3006 Durham Unified School Dis ict, 4920 Putney Drive, Durham CA 95938 - (530) 895-4675 Gridley School District, 4 9 Magnolia, Gridley CA 95948 - (530) 846-4723 Marysville School Dist ct, 1919 B Street, Marysville CA 95901 - (530) 741-6000 Oroville Elementary chool District, 2795 Yard Street, Oroville CA 95966 - (530) 532-3000 Oroville Union Hi , 2211 Washington Ave, Oroville CA 95966 - (530) 538-2300 Ext:105 Paradise U Recordedd City of7ig, Other: Other: ❑ Other: 5 School District, 6696 Clark Road, Paradise CA 95969 - (530) 872-6400 OTHER y of Agricultural Acknowledgment Statement- See Attached Instructions Planning Department, 3016 Sixth Street Biggs CA 95917 - (530) 868-5447 Signature of Property Owner: Date: 4/24/2007 FILE Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds NOTICE TO BUILDERS Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: 0 Make sure your application is complete. 0 Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications (not yet issued) must be requested within two years from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge of $54.99 to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at http://municipalcodes.lexisnexis.com/codes/butteco/ Reference Number: B07-0879 Location: 130 MUD CREEK ROAD Parcel Number: 056-090-079 Date: 4/24/2007 Owner Name: BRANDON DUNTSCH Phone: (530) 624-9566 Description: FIRE SPRINKLER FOR B07-0549 Signature of Property Owner: Date: 4/24/2007 LE BUTTE COUNTY FEE SUMMARY 7 County Center Drive Oroville, CA 95965 Department of Development Services Phone (530) 538-7541 Fax (530) 538-2140 Permit Number: B07-0879 Job Address: 130 MUD CREEK ROAD Contractor: SQUYRES WILLIAM F JR P O BOX 3176 CHICO, CA 95927 Printed: 4/24/2007 2:34 pm Fee Description Account Number Fee Amount Paid Date Pmt Amt DBOMSCF Fire Protection Engine Printed By: Gwyn Benedict 0010-440001-4210500-1010 $109.98 4/24/2007 $109.98 109.98 $109.98 Balance Due: $0.00 At the time of permit application, I was advised the above fees are required prior to issuance of the permit. These fees may change during the plan checking process. Signature: Date: 4/24/2007 Pursuant to Government code Section 66020, you are hereby notified those items listed above may have been imposed on your project. You have 90 days from the date of approval of the project or from the impostion of the above referenced items during which you may request a protest. The requirments for a protest are specified in Government Code Section 66020(a). Butte County Department of Public Works J. MICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 Telephone (530) 538-7171 Fax www.buttecounty.net/dds National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment [LESS THAN 1 ACRE 1 Reference Number: B07-0879 Location: 130 MUD CREEK ROAD Parcel Number: 056-090-079 Owner Name: BRANDON DUNTSCH Description: FIRE SPRINKLER FOR B07-0549 Date: 4/24/2007 By: GLB Sub Type: Fire Suppression Phone: (530) 624-9566 By signing below, I the project owner/owners' agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site buildouts of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the state of California Regional Water Quality 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 this project that disturbes one acre or more of land may result in revocation of grading and/or other permits or other santions provided by law. Signed: Title: tqy ekj—r or GD►.—nocnoe-- FILE Date: 4/24/2007 i DROP BOX COVER SKEET All of the following information must be completed. Writing must be legible. Date: -o9 Assessor's Parcel Number: O S g — ®'1 0 — Dr) Owner and/or Applicant: \ .')%Q)n Permit/Application Number: E -Mail Address: Contact Phone Number: S I Directed to (Staff Person): 0 BUTTE COUNTY SAMPLE EROSION CONTROL PLAN SrR \ PROPERTY EXISTING /IV WELL LINE \ / INSTALL, INSPECT AND MAINTAIN FIBER ROLLS PER NOTES / AND DETAILS E)(ISTING PROPOSED STRUCTURE SHOWN HEREON. GFJ STOPGE . NTERTOUR VALuCE /Lys ApPROXt LQCP�ON U EXISTING RESIDENCE "' z MINIMUM 2" OF CL 2 IMMEDIATELY U AGGREGATE FOLLOWING t� BASE DISTURBANCE OF REQUIRED SOIL, APPLY STRAW 2 FOR o MULCH AND y S DRIVEWAY/ HYDROSEED PER EXISTING ACCESS m NOTES SHOWN SEPTIC ROAD >* HEREON. INSPECT TANK " m a AND MAINTAIN PER ' NOTES SHOWN HEREON. SCALE: 1" = 30' 2252 — — STREET NAME Assessor's Parcel Number: D Q E — ❑ ❑ ❑ — Q El Size (Acres) Owner Name / Address / Phone No. Plan Preparer: Phone Indicate one of the following: "WP" Zone Cohasset Watershed Protection Paradise/Magalia/Firhaven Watershed Protection North Chico Specific Plan Improvemeni'Plan Requirement Map Requirement Other (State) EROSION CONTROL PLAN REQUIREMENTS GENERAL INFORMATION Erosion control plans are to be prepared by a qualified-professismiLwith experience in the field of erosion and sediment control. % The qualified professional shall have the ability to certify based on a professional license or registration issued in the- state hestate of California that the erosion and sediment control plans are suitable for proposed construction and that when completed, the construction was in accordance with the erosion and sediment control plans. The plans shall include both temporary (first year) and permanent erosion control protection measures that prevent sediment and other pollutant discharges from reaching watershed drainages and streams. In the evqpLtDaLLtLe erosion and sediment control plans fail to adequately prevent sediment from leaving the site, the qualifie professions ill be contacted to immediately correct and/or repair the deficiencies. PLAN PREPARATION Site plan must be drawn to a recognizable scale. Example: 1"= 30 feet. Paper size requirements: 11" x 17" min., 24" x 36" max. Plans must be clearly drawn on clean paper (not graph paper) and large enough to make corrections and comments on without Guttering the plan. Where needed, expanded blow ups or insets shall e used to clarify details. ,,.--_Prowde assessor's parcel number, owners name, current mailing address and phone number. �.- Provide name, phone number, and professional qualifications of person who prepares plan. �^ Indicate why erosion and sediment control plan is required (i.e. Paradise/Magalia/Firhaven Watershed Protection, Cohasset Watershed Protection, North Chico Specific Plan, Map Requirement, etc.). /l State the time of year that construction activity may occur. If construction activity occurs between November 15 and April 1, the preparer of the erosion and sediment control plan shall certify that the conditions are suitable for such construction. If land is cleared between April 1 and November 15, the area shall be revegetated, hydroseeded, mulch protected or otherwise stabilized no later than December 1. PLAN REQUIREMENTS i�—Show property lines e Show all existing on-site improvements (i.e. buildings, septic systems, retaining walls, fuel tanks, wells, and pools, etc) �y- Show all proposed on-site improvements. ,o- Show location of any spring, creek, or other body of water (including seasonal creeks and drainage ditches) within property boundaries and within 100 feet of the property line. .�--Show contour lines at minimum 2' intervals. Approximate representation is adequate. ,*/Show existing and proposed access for both temporary construction and permanent usage. Indicate type of surface for access road/driveway (i.e. gravel, concrete, etc.). ,y Show areas of ground disturbance. �• ,r" Show location of soil stockpiles. tie- Show north arrow. f— Show scale. Label street name that parcel adjoins EROSION AND SEDIMENT CONTROL REQUIREMENTS (notes to be shown on the lans AGGREGATE BASE: vo�Roads and driveways shall be surfaced with at least 2 inches o. aggregate base. STRAW MULCH: Apply straw at a minimum rate of 4,000 Ib/acre, either by machine or by hand distribution. • Roughen embankments and fill rills before placing the straw mulch by rolling with a crimping or punching type roller or . by track walking. o Evenly distribute straw mulch on the soil surface. • Anchor straw mulch to the sol surface by "punching" it into the soil mechanically (incorporating). Altematively, use a tackifier to adhere straw fibers. A tackifier is typically applied at a rate of 125 Ib/acre. In windy conditions, the rates are typically 160 Ib/acre. HYDROSEEDING: • Use hydroseeding in conjunction with straw mulch. State application rate/seed mixture on plans. Supplemental irrigation may be required during dry periods. m Hydroseeding mixtures shall conform to the Federal Seed Act, the Federal Noxious Weed Act, and applicable state and local seed and noxious weed laws. o Avoid use of hydroseeding in areas where it would be incompatible with future earihworlk activities and would have to be removed. o Hydroseeding can be applied prior to straw mulch or in a mixture of fiber, seed, etc. Application prior to straw mulch ;r y�� compensate for all seeds not kx.ving direcbcontact with the soil. • Prior to application, roughen the erea to be seeded with the furrows trending along the contours. • Eakh seed bag shall be delivered to the site sealed and clearly marked as to species, purity, percent germination, dealer's guarantee, and dates of test. The container shall be labeled to clearly reflect the amount of Pure Live Seed (PLS) contained. All legume seed shall be pellet inoculated. Inoculant sources shall be species specific and shall be applied at a rate of 2 Ib of inoculant per 100 Ib seed. Commercial fertilizer shall conform to the requirements of the California Food and Agricultural Code. Fertilizer shall be pelleted or granular forth. • Follow up application shall be made as needed to cover weak spots and to maintain adequate soil protection. • Avoid over spray onto roads, sidewalks; drainage channels, existing vegetation, etc. FIBER ROLLS: • Use minimum 8 in. diameter rolls. • Locate fiber rolls on level contours spaced as follows: o Slope inclination of 4:1 (H:V) or flatter. Fiber rolls shall be placed at a maximum interval of 20 R o Slope inclination of between 4:1 and 2:1 (H:V): Fiber rolls shall be placed at a maximum interval of 15 ft. o Slope inclination of 2:1 (H:V) or greater. Fiber rolls shall be placed at a maximum Interval of 10 ft. • Turn the ends of the fiber roll up slope to prevent runoff from going around the roll. • Stake fiber rolls into a 2 to 4 in. deep trench with a width equal to the diameter of the fiber roll. Drive stakes at the end of each fiber roll and spaced 4 ft maximum on center. Use wood slakes with a nominal classification of 0.75 by 0.75 in. and minimum length of 24 in. • If more than one fiber roll is placed in a row, the rolls shall be abutted securely to one another to provide a tight joint • Fiber rolls are typically left in place. If fiber rolls are removed, collect and dispose of sediment accumulation and fill and compact holes, trenches, depressions or any other ground disturbance to blend with adjacent ground. • Refer to installation detail below: � Ir diRrhdT . '"••. m ` ....r.... ++++x ruFn aoia xi.u.1M INSPECTION AND MAINTENANCE REQUIREMENTS (notes to be shown on the plans) • Inspect erosion control applications prior to forecast rain, daily during extended rain events, after rain events, weekly during the rainy season, and at two-week intervals during the non -rainy season. • Areas where erosion is evident shall be repaired. Straw mulch and hydroseed shall be reapplied as soon as possible. Care shall be exercised to minimize the damage to protected areas while making repairs, as any area damaged will require re-application of straw mulch and hydroseed. Repair of replace split, tom, unraveling, or slumping fiber rolls. • Reapplication of straw mulch and tackifier may be required to maintain effective sol stabilization over disturbed areas and slopes. Where seeds fail to germinate, or they germinate and die, the area must be re -seeded, fertilized, and mulched within the planting season, using not less than half the original application rates. Irrigation systems, if applicable, shall be inspected dally while in use to identify system malfunctions and line breaks. When line breaks are detected, the system must be shut down immediately and breaks repaired before the system is put back into operation. Irrigation system shall be inspected for complete coverage and adjusted as needed to maintain complete coverage. Sediment shall be removed from fiber rolls when sediment accumulation reaches one-half the designed sediment storage depth, usually one-half the distance between the top of the fiber roll and the adjacent ground surface. Sediment removed during maintenance may be incorporated into earthwork on the site or disposed at an appropriate location. ADDITIONAL AGENCY REQUIREMENTS • If one or more acres of ground is disturbed, a permi(Imust be obtained from the State Water Resources Control Boar (SWRCB) prior to construction. Contact Scott Zaitz with SWRCB at (530) 224 -4784 for more information. • If property is located above 300 ft. elevation and excavation exceeds 1,000 cubic yards or 10 feet of vertical depth in either excavation or fill, a grading permit may be required. Contact the Butte County Land Development Division at (530) 538-7266 for more information: •,r �rRTM'�t o�UT7' 0 0 0 0 0 0 e o COUNT�l �trc wow' EROSION CONTROL PLAN SUBMITTAL REQUIREMENTS July 7, 2005 Erosion Control Plan for the Cohasset Watershed Protection APN 056-090-079 Size 12.92 acres Brandon and Kimberly Duntsch 4625 Careyback Ave. Elk Grove, CA 95758 (916) 395-8217 Plan Preparer: Brandon Duntsch (530) 624-9566 Franklin Construction License #567469 Construction Period: May 1, '07 to September `07 NOTES: SCHEDULING (ss -1) AND PRESERVATION OF EXISTING VEGETATION (ss -2) ARE NUMBER ONE WHEN IT COMES TO EROSION CONTROL. PRIOR TO EMMINATE RAIN, APPLY 2" OF WOOD MULCH. SEE ATTACHED (ss -8). MULCH TO BE MAINTAINED FOR DURATION OF STORM. UPON COMPLETION OF PROJECT, RE-ESTABLISHMENT OF NATURAL VEGETATION AND NATURAL MULCH, MAINTAIN WOOD MULCH AS REQUIRED BY INSPECTOR. STRAW WADDLES TO BE PLACE AND STAKED ON DOWN HILL SLOPE PER PLAN AS SOON AS CONSTRUCTION STARTS. SEE ATTACHED (sc-5). MAINTAIN AS REQUIRED BY INSPECTOR. NO STREAMS OR RUNNOFF AREAS OBSERVED IN THE IMMEDIATE AREA. SLOPES 1:4 OR STEEPER TO BE TRACKED WALKED re.e j-4 wj 'X1,a4v5- � lJcf�j�or ss%tel v �I'er1'J�j✓,7 E-43000( RECEIVED APR 2 4 2007 COUNTY OF BUTTE (LAND DEVELOPMENT DIV. Scheduling S-1 PNvr�` ���SpPy S 'N� q Moet MoNpPr ,6 m 6� 1 q6 A6 g� q4 4S Z1 11 Standard Symbol BMP Objectives • Soil Stabilization • Sediment Control • Tracking Control • Wind Erosion Control • Non -Storm Water Management • Materials and Waste Management Definition and This best management practice (BMP) involves developing, for every project, a Purpose schedule that includes sequencing of construction activities with the implementation of construction site BMPs such as temporary soil stabilization (erosion control) and temporary sediment controls measures. The purpose is to reduce the amount and duration of soil exposed to erosion by wind, rain, runoff and vehicle tracking, and to perform the construction activities and control practices in accordance with the planned schedule. Appropriate Construction sequencing shall be scheduled to minimize land disturbance for all Applications projects during the rainy and non -rainy season. Appropriate BMPs shall be implemented during both rainy and non -rainy seasons. Limitations None identified. Standards and ■ Developing a schedule and planning the project are the very first steps in an Specifications effective storm water program. The schedule shall clearly show how the rainy season relates to soil -disturbing and re -stabilization activities. The construction schedule shall be incorporated into the SWPPP or WPCP. ■ The schedule shall include detail on the rainy season implementation and deployment of- - f — Temporary soil stabilization BMPs. — Temporary sediment control BMPs. — Tracking control BMPs. — Wind erosion control BMPs. Caltrans Storm Water Quality Handbooks Construction Site (Best Management Practices Manual March 1, 2003 Section 3 Scheduling SS -1 1 of 3 Scheduling S-1 — Non -storm water BMPs. — Waste management and materials pollution control BMPs. ■ Schedule shall also include dates for significant long-term operations or, activities that may have planned non -storm water discharges such as dewatering, sawcutting, grinding, drilling, boring, crushing, blasting, painting, hydro -demolition, mortar mixing, bridge cleaning, etc. ■ Schedule work to minimize soil disturbing activities during the rainy season. ■ Develop the sequencing and timetable for the start and completion of each item such as site clearing and grubbing, grading, excavation, paving, pouring foundations, installing utilities, etc., to minimize the active construction area during the rainy season. ■ Schedule major grading operations for the non -rainy season when practical. ■ Stabilize non-active areas within 14 days from the cessation of soil -disturbing activities or one day prior to the onset of precipitation, whichever occurs first. ■ Monitor the weather forecast for rainfall. ■ When rainfall is predicted, adjust the construction schedule to allow the implementation of soil stabilization and sediment controls and sediment treatment controls on all disturbed areas prior to the onset of rain. ■ Be prepared year-round to deploy soil stabilization and sediment control practices as required by Section 2 of this Manual. Erosion may be caused during dry seasons by unseasonal rainfall, wind, and vehicle tracking. Keep the site stabilized year-round, and retain and maintain rainy season sediment trapping devices in operational condition. ■ Sequence trenching activities so that most open portions are closed before new trenching begins. ■ Incorporate staged seeding and re -vegetation of graded slopes as work progresses. ■ Consider scheduling when establishing permanent vegetation (appropriate planting time for specified vegetation). ■ Apply permanent erosion control to areas deemed substantially complete during the project's defined seeding window. OkCaltrans Storm Water Quality Handbooks Section 3 Construction Site Best Management Practlees Manual Scheduling SS -1 &dkmv March 1, 2003 2 of 3 Scheduling Maintenance and ■ Verify that work is progressing in accordance with the schedule. If progress Inspection deviates, take corrective actions. ■ Amend the schedule when changes are warranted or when directed by the Resident Engineer (RE). ■ The Special Provisions require annual submittal of a rainy season implementation schedule. Amend the schedule prior to the rainy season to show updated information on the deployment and implementation of construction site BMPs. Caltrans Storm Water Quality Handbooks Section 3 Construction Sita Best Management Precdees Manual Scheduling SS -11 March 1. 2003 1 303 Preservation of Existing Vegetation Standard Symbol BMP Objectives Soil Stabilization • Sediment Control o Tracking Control o Wind Erosion Control • Non -Storm Water Management o Materials and Waste Management Definition and Preservation of existing vegetation is the identification and protection of desirable Purpose vegetation that provides erosion and sediment control benefits. Appropriate ■ Preserve existing vegetation at areas on a site where no construction activity is Applications planned or will occur at a later date. Specifications for preservation of existing vegetation can be found in Standard Specifications, Section 7-1.11. in On a year-round basis, temporary fencing shall be provided prior to the commencement of clearing and grubbing operations or other soil -disturbing activities in areas. ■ Clearing and grubbing operations should be staged to preserve existing vegetation. Limitations Protection of existing vegetation requires planning, and may limit the area available for construction activities. Standards and Timing Specifications in preservation of existing vegetation shall be provided prior to the commencement of clearing and grubbing operations or other soil -disturbing activities in areas identified on the plans to be preserved, especially on areas designated as Environmentally Sensitive Areas (ESAs). ■ Preservation of existing vegetation shall conform to scheduling requirements set forth in the special provisions. Design and Layout ■ Mark areas to be preserved with temporary fencing made of orange polypropylene that is stabilized against ultraviolet light. The temporary fencing shall be at least 1 meter (3.2. ft) tall and shall have openings not larger than 50 mm by 50 mm (2 in by 2 in). Caltrans Storm Water Quality Handbooks Section 3 Construction site Best Management Practices Manual Preservation of E)dsting Vegetation SS -2 aobww March 1, 2003 1 of 3 s Standard Symbol BMP Objectives Soil Stabilization • Sediment Control o Tracking Control o Wind Erosion Control • Non -Storm Water Management o Materials and Waste Management Definition and Preservation of existing vegetation is the identification and protection of desirable Purpose vegetation that provides erosion and sediment control benefits. Appropriate ■ Preserve existing vegetation at areas on a site where no construction activity is Applications planned or will occur at a later date. Specifications for preservation of existing vegetation can be found in Standard Specifications, Section 7-1.11. in On a year-round basis, temporary fencing shall be provided prior to the commencement of clearing and grubbing operations or other soil -disturbing activities in areas. ■ Clearing and grubbing operations should be staged to preserve existing vegetation. Limitations Protection of existing vegetation requires planning, and may limit the area available for construction activities. Standards and Timing Specifications in preservation of existing vegetation shall be provided prior to the commencement of clearing and grubbing operations or other soil -disturbing activities in areas identified on the plans to be preserved, especially on areas designated as Environmentally Sensitive Areas (ESAs). ■ Preservation of existing vegetation shall conform to scheduling requirements set forth in the special provisions. Design and Layout ■ Mark areas to be preserved with temporary fencing made of orange polypropylene that is stabilized against ultraviolet light. The temporary fencing shall be at least 1 meter (3.2. ft) tall and shall have openings not larger than 50 mm by 50 mm (2 in by 2 in). Caltrans Storm Water Quality Handbooks Section 3 Construction site Best Management Practices Manual Preservation of E)dsting Vegetation SS -2 aobww March 1, 2003 1 of 3 Preservation of Existing Vegetation Fence posts shall be either wood or metal, at the Contractor's discretion, as appropriate for the intended purpose. The post spacing and depth shall be adequate to completely support the fence in an upright position. Minimize the disturbed areas by locating temporary roadways to avoid stands of trees and shrubs and to follow existing contours to reduce cutting and filling. ■ Consider the impact of grade changes to existing vegetation and the root zone. Installation ■ Construction materials, equipment storage, and parking areas shall be located where they will not cause root compaction. ■ Keep equipment away from trees to prevent trunk and root damage. ■ Maintain existing irrigation systems. ■ Employees and subcontractors shall be instructed to honor protective devices. No heavy equipment, vehicular traffic, or storage piles of any construction materials shall be permitted within the drip line of any tree to be retained. Removed trees shall not be felled, pushed, or pulled into any retained trees. Fires shall not be permitted within 30 in (100 ft) of the drip line of any retained trees. Any fires shall be of limited size, and shall be kept under continual surveillance. No toxic or construction materials (including paint, acid, nails, gypsum board, chemicals, fuels, and lubricants) shall be stored within 15 m (50 ft) of the -drip line of any retained trees, nor disposed of in any way which would injure vegetation. Trenching and Tunneling Trenching shall be as far away from tree trunks as possible, usually outside of the tree drip line or canopy. Curve trenches around trees to avoid large roots or root concentrations. If roots are encountered, consider tunneling under them. When trenching and/or tunneling near or under trees to be retained, tunnels shall be at least 450 mm (18 in) below the ground surface, and not below the tree center to minimize impact on the roots. ■ Tree roots shall not be left exposed to air; they shall be covered with soil as soon as possible, protected, and. kept moistened with wet burlap or peat moss until the tunnel and/or trench can be completed. ■ The ends of damaged or cut roots shall be cut off smoothly. ■ Trenches and tunnels shall be filled as soon as possible. Careful filling and tamping will eliminate air spaces in the soil which can damage roots. ■ Remove any trees intended for retention if those trees are damaged seriously enough to affect their survival. If replacement is desired or required, the new tree shall be of similar species, and at least 50 mm (2 in) caliper, unless AVCaltrans Storm Water Quality Handbooks Section 3 Construction Site Best Management Practices Manual Preservation of t_rdsbng Vegetation SS -2 Q0b=v March 1, 2003 2 of 3 Preservation of Existing Vegetation "S- otherwise required by the contract documents. ■ After all other work is complete, fences and barriers shall be removed last. This is because protected trees may be destroyed by carelessness during the final cleanup and landscaping. Maintenance and During construction, the limits of disturbance shall remain clearly marked at all inspection times. Irrigation or maintenance of existing vegetation shall conform to the requirements in the landscaping plan. If damage to protected trees still occurs, maintenance guidelines described below shall be followed: ■ Serious tree injuries shall be attended to by an arborist. ■ During construction, District Environmental shall be contacted to ensure that ESAs are protected. skCaltrans Storm Water Quality Handbooks Section 3 Construction Site Best Management Practices Manual Preservation of EAsting Vegetation SS -2 4v&,. March 1, 2003 3 of 3 Fiber Rolls Standard Symbol BMP Objectives • Soil Stabilization • Sediment Control o Tracking Control o Wind Erosion Control o Non -Storm Water Management o Materials and Waste Management Definition and A fiber roll consists of wood excelsior, rice or wheat straw, or coconut fibers that Purpose is rolled or bound into a tight tubular roll and placed on the toe and face of slopes to intercept runoff, reduce its flow velocity, release the runoff as sheet flow and provide removal of sediment from the runoff. Fiber rolls may also be used for inlet protection and as check dams under certain situations. Appropriate ■ This BMP maybe implemented on a project -by -project basis with other Applications BUTS when determined necessary and feasible by the RE. ■ Along the toe, top, face, and at'grade breaks of exposed and erodible slopes to shorten slope length and spread runoff as sheet flow. ■ Below the toe of exposed and erodible slopes. ■ Fiber rolls may be used as check dams in unlined ditches if approved by the Resident Engineer (RE) or the District Construction Storm Water Coordinator (re -Ser to SC4 "Check Dams"). ■ Fiber rolls may be used for drain inlet protection if approved by the RE or the District Construction Storm Water Coordinator (refer to SC -10 "Storm Drain Inlet Protection'). ■ Down-slope of exposed soil areas. ■ Around temporary stockpiles. ■ Alcng the perimeter of a project. A& Caltrans Storm Water Quality -landbooks Construction Site (Best Management Practices Manual err March 1, 2003 Section 4 Fiber Rolls SC -5 1 of 6 Fiber Rolls C-5 Limitations ■ Runoff and erosion may occur if fiber roll is not adequately trenched in. ■ Fiber rolls at the toe of slopes greater than 1:5 may require the use of 500 mm (20" diameter) or installations achieving the same protection (i.e., stacked smaller diameter fiber rolls, etc.). ■ Fiber rolls may be used for drainage inlet protection if they can be properly anchored. ■ Difficult to move once saturated. ■ Fiber rolls could be transported by high flows if not properly staked and trenched in. ■ Fiber rolls have limited sediment capture zone. ■ Do not use fiber rolls on slopes subject to creep, slumping, or landslide. Standards and Fiber Roll Materials Specifications ■ Fiber rolls shall be either: (1) Prefabricated rolls. (2) Rolled tubes of erosion control blanket. Assembly of Field Rolled Fiber Roll ■ Roll length of erosion control blanket into a tube of minimum 200 mm (8 in) diameter. ■ Bind roll at each end and every 1.2 in (4 ft) along length of roll with jute -type twine. Installation ■ Slope inclination of 1:4 or flatter: fiber rolls shall be placed on slopes 6.0 in apart. ■ Slope inclination of 1:4 to 1:2: fiber rolls shall be placed on slopes 4.5 m apart. ■ Slope inclination 1:2 or greater: fiber rolls shall be placed on slopes 3.0 m apart. ■ Stake fiber rolls into a 50 to 100 mm (2 to 4 in) trench. L� Caltrans Storm Water Quality Handbooks Section 4 Construction Site Best Management Practices Manual Fiber Rolls SC -5 �,lyQy March 1, 2003 2 of 6 Fiber Rolls ■ Drive stakes at the end of each fiber roll and spaced 600 mm (2 ft) apart if Type 2 installation is used (refer to Page 4). Otherwise, space stakes 1.2 in (4 ft) maximum on center if installed as shown on Pages 5 and 6. ■ Use wood stakes with a nominal classification of 19 by 19 mm (3/4 by 3/4 in), and minimum length of 600 mm (24 in). ■ If more than one fiber roll is placed in a row, the rolls shall be overlapped; not abutted. Removal ■ Fiber rolls are typically left in place. ■ If fiber rolls are removed, collect and dispose of sediment accumulation, and fill and compact holes, trenches, depressions or any other ground disturbance to blend with adjacent ground. Maintenance and ■ Repair or replace split, torn, unraveling, or slumping fiber rolls. Inspection ■ Inspect fiber rolls when rain is forecast. Perform maintenance as needed or as required by the RE. ■ Inspect fiber rolls following rainfall events and a least daily during prolonged rainfall. Perform maintenance as needed or as required by the RE. ■ Maintain fiber rolls to provide an adequate sediment holding capacity. Sediment shall be removed when the sediment accumulation reaches three quarters (3/4) of the barrier height. Removed sediment shall be incorporated in the project at locations designated by the RE or disposed of outside the highway right-of-way in conformance with the Standard Specifications. Caltrans Storm Water Quality Handbooks Section 4 Construction Site Best Management Practices Manual Fiber Rolls SC -6 March 1, 2003 3 of Fiber Rolls SCT ION LEMPQRARY_F_! 3_F8_Ra-L (TYPE I) 2 m Below Grodlro Conform rtber Rolle [prtawa Equally Along Sloop t8 m max,) Rooe— FTbor Roll Nolon — Stop" — SECTION v PLAN TEMPORARY FIBER ROLL STYPE 2) Flocs Rolle SpaC Eeually Along Sloop 1 l6 m max.) $Topper JO1n te 1•S m 111 3.O m 5 m Above Toe of Slops44 Gracing Conform. Or Top Of Slope �wcr lee t 91020 Ino 1;FgllOn F Ibar Rolla SpaL•"a EGUOIiy Along Sl000 — Ftbrlr Roll f6 m mOx.) Exoovutoo Nater; 01 1.5 m suave Top o! Slope 2 m Be t lo Gracing Conform Flbor Rolle Soccoo Equally Along nSIa2/N-ze' IG m ox. ) I ike �iGO Ins x 12 nm NOTE ch l Tem", y.QDer rat Bowing varies dependh+a Loon 111029 bxtinotTon. ELEVATION NOTCH DETAIL M Gracing contort2 ar Inp of Slop" AZI v9lex I Slope lmtlnollon Aber Roll C'odlng Conform / L. Grading Conform Too or Too of Sloop or Toa of Slope PERSPECTIVE P-ER$PECTIVE TEMPORARY FIBER ROLL (TYPE 1) TEMPORARY FIBER ROLL (TYPE 2) Caltrans Storm Water Quality Handbooks Section 4 Construction Sib Best Management Practices Manual Fiber Rolls SC -5 March 1, 2003 4 of 6 Fiber Rolls C-5 Slope Varies 50 to 100 mm Fiber roll 200 mm min 300 mm min. 19 mm x 1 9m wood stakes max 1.2 m spacing ENTRENCHMENT DETAIL N.T.S. C� Caltrans Storm Water Quality Handbooks Section 4 Construction Site Best Management Practices Manual Fiber Rolls SC -5 4w&.. March 1, 2003 5 of 6 t<` -V .... aN /'ii . . Note: i/'ii�'.i1G''' Install fiber roll along a level contour. 1� y y ..,.,.,.,,,..'. JI 1 y Fiber rolls \ ,.,,,,,Id. •, •,'.'.' 111 Vertical spacing along face of the slope varies y between 3m and 6 m Install o fiber roll near i slope where it transitions 1 y into a steeper slope TYPICAL FIBER ROLL INSTALLA11ON N. T.S. Slope Varies 50 to 100 mm Fiber roll 200 mm min 300 mm min. 19 mm x 1 9m wood stakes max 1.2 m spacing ENTRENCHMENT DETAIL N.T.S. C� Caltrans Storm Water Quality Handbooks Section 4 Construction Site Best Management Practices Manual Fiber Rolls SC -5 4w&.. March 1, 2003 5 of 6 Fiber Rolls Rope Tie Slope ries 50 to 100 mm Fiber roll 200 mm min 300 mm min. 19 mm x 19mm wood stakes max 1.2 m spacing (typ.) OPTIONAL ENTRENCHMENT DETAIL N.T.S. LA*Caltrans Stonn Water Quality Handbooks Section 4 Construction Site Best Management Practices Manual Fiber Rolls SC -5 aobwv March 1, 2003 6 of 6 Wood Mulching � J Standard Symbol BMP Objectives • Soil Stabilization o Sediment Control o Tracking Control • Wind Erosion Control o Non -Storm Water Management o Materials and Waste Management Definition and Wood mulching consist of applying a mixture of shredded wood mulch, bark or Purpose compost. Wood mulch is mostly applicable to landscape projects. The primary function of wood mulching is to reduce erosion by protecting bare soil from rainfall impact, increasing infiltration, and reducing runoff. Appropriate Wood mulching is considered a temporary soil stabilization (erosion control) Applications alternative in the following situations: ■ As a stand-alone temporary surface cover on disturbed areas until soils can be prepared for revegetation and permanent vegetative cover can be established. ■ As short term, non -vegetative ground cover on slopes to reduce rainfall impact, decrease the velocity of sheet flow, settle out sediment and reduce wind erosion. Limitations a Wood mulch may introduce unwanted species. ■ Shredded wood does not withstand concentrated flows and is prone to sheet erosion. ■ Green material has the potential for the presence of unwanted weeds and other plant materials. Delivery system is primarily by manual labor, although pneumatic application equipment is available. AVCaltrans Storm Water Quality Handbooks Construction Site Best Management Practices Manual gMbw March 1, 2003 Section 3 Wood Mulching SS -8 1 of 3 Wood Mulching WS -81 Standards and Mulch Selection Specifications There are many types of mulches, and selection of the appropriate type shall be based on the type of application and site conditions. Prior to use of wood mulches, there shall be concurrence with the District Landscape Architect since some mulch use on construction projects may not be compatible with planned or future projects. Selection of wood mulches by the Contractor shall comply with Standard Specifications Section 20-2.08, and must be approved by the Resident Engineer (RE). Application Procedures Prior to application, after existing vegetation has been removed, roughen embankment and fill areas by rolling with a punching -type roller or by track walking. The construction -application procedures for mulches vary significantly depending upon the type of mulching method specified. Two (2) methods are highlighted here: ■ Green Material: This type of mulch is produced by recycling vegetation trimmings such as grass, shredded shrubs and trees. Methods of application are generally by hand, although pneumatic methods are available. Mulch shall be composted to kill weed seeds. — It can be used as a temporary ground cover with or without seeding. — The green material shall be evenly distributed on site to a depth of not more than 50 mm (2 in). ■ Shredded Wood: Suitable for ground cover in ornamental or revegetated plantings. — Shredded wood/bark is conditionally suitable; see note under limitations. — Shall be distributed by hand (although pneumatic methods may be available). — The mulch shall be evenly distributed across the soil surface to a depth of 50 mm (2 in) to 75 mm (3 in). ■ Avoid mulch placement onto the traveled way, sidewalks, lined drainage channels, sound walls, and existing vegetation. ■ All material must be removed before re -starting work on the slopes. L� Caltrans Storm Water Quality Handbooks Construction Site Best Management Practices Manual QAhm March 1, 2003 Section 3 Wood Mulching SS -8 2of3 Wood Mulching Maintenance and ■ Regardless of the mulching technique selected, the key consideration in Inspection Maintenance and Inspection is that the mulch needs to last long enough to achieve erosion -control objectives. If the mulch is applied as a stand-alone erosion control method over disturbed areas (without seed), it shall last the length of time the site will remain barren or until final re -grading and revegetation. ■ Where vegetation is not the ultimate cover, such as ornamental and landscape applications of bark or wood chips, inspection and maintenance shall focus on longevity and integrity of the mulch. L* Caltrans Stone Water Quality Handbooks Construction Site Best Management Practices Manual a#&w, March 1, 2003 section 3 Wood Mulching SS -8 3of3 N 114 ctw&k* Z4a4c 77 p7a "M 00.2 M RM) 4.64c 58 RS 54-92 4 OAC "Us 19 2AC JAC 2.75Ac 2.67Ac 2.84&.* (R8 7 4.9Ac84 34c 15 PU 42-17 (sDo 17 16 6970 RS 51 1 3.Ma 2 pAo#m4)l-j6 83 i I 6.48Ac S I 1 12 AC M -Y 7-9 1% -, 1192 AC IZIJ AC PM 3S-57 C8f 2 44 43 5.25 AC RS &�-4 66 10.6fAc* 6.11 AC 4 IAC:k so 38 2.5iAc PS 74-79 37 I 09AC.* 3.93 23884c 4c-* 11.97 AC AC 55 f.osAct5.84 1.84 Ac*. Oa2 a. S W PP I ORKSHOP AGC C CALIFORNIA i a,�' Tr�rinirg PRESENTED TO O Cil IPOO \' California Regional Water Quality Control Board (Central Valley Region) oowftao BRANDON O UN TSGH FOR SUCCESSFLL COMPLETION OF 24-HOUR TRAINING IN ACCORDANCE WITH CA��IIL��TRANS NOVEMBER 2000 PREPARATION MANUAL SWPPP (STORIM WATER POLLUTION PREVENTION) and WPCP (WATER POLLUTION CONTROL PREVENTION) at SHASTA 7�) LLEGEin Redding, California ON THE,3rd day of April, 2001 ATTENTION AS A RECOMMENDATION, all supervisory & lead personnel should address Erosion Control Measures, SWPPP and BMP implementation weekly during on-site Tail -gate meetings. Carole Crowe, Associate Engineer Geologist California Regional Water Quality Control Board (Central Valley Region) Williams, Sunrise Excavating, Inc. Shasta District, AGC of California f3,,e I y .�1.� _s "l` ;:/ " I' � f€ \,� 1� t (i, \� �" � c� e 1'. � a � ij it �<: ��' ,� � U-7 Bradley, P.E...=me Coordinator nt Central Valley Regional. State -Water Quality Board Sponsored by: County of aftended an -8 hour dober 31,100Y or NPDES Compliance na,, --I " 1 -1 Nancy Roed=lger Storm Water Pro County of Sacramento Cities of Citrus Heights, Elk Grove, Folsom, Galt, Sacramento CERTIFICAiTE OF COMPLETION ocol"11 IV ,l Fairfield -Suisun Sewer District Urban Runoff Management Program Presented to: WDON DUNTSCH For completion of the airfield -Suisun Urban Runoff Management Program Pollution Preventioil Workshop for Construction and Design Groups L A. i Kevin A. Cullen- Pr6&am Manager, FSURMP September 5, 2006 expires three years after date of issuance Dennis Ariza , Stormwater Compliance Specialist BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds PROJECT INFORMATION Site Address: Mud Creek Road Owner: Permit No: B06-2863 APN: 056-090-079 DUNTSCH, BRANDON & KIMB Issued Date: 12/20/2006 By KCG Permit type: MISCELLANEOUS 4625 CAREYBACK AVE Subtype: Electric Panel ELK GROVE, CA 95758 Expiration Date: 12/20/2007 Description: Electric for future lot development - V (530) 624-5966 Occupancy: Zoning: TM5 I Contractor Applicant: Square Footage: DUNTSCH, BRANDON & KIM Building Garage Remdl/Addn 4625 CAREYBACK AVE ELK GROVE, CA 95758 Other Porch/Patio Total (530)624-5966 FEE INFORMATION Single Phase Service - Res $55.00 Total Charged: $55.00 Fees Paid: $55.00 Balance Due: $0.00 Receipt No: B1239 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a 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 I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license pursuant to the provisions of the Contractors License Law (Chapter 9 (commencing with Section 7000) is in full force and effect. of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the X basis for the alleged exemption. Any violation of Section 7031.5 by any applicant fqr a permit subjects the applicant to a civil of not more than five hundred dollars 12/20/2006 penalty [$500]; Please check one of the following: Contractor's Signature Date �( I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE 0 COMPENSATION, WILL DO THE WORK AND THE STRUCTURE IS NOT INTENDED OR OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractors License Law does not apply to an owner of the property, who builds or improves thereon, and who does WORKERS' COMPENSATION DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: I HAVE the work himself or herself or through his or her own employees, provided that such improvements AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). ❑ I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by ❑ 1, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My Workers' Compansation insurance carrier The Contractors License Law dows not apply to an owner of the property who builds or improves and policy number are; thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors License Law.). Carrier: Policy Number: Exp. Date: (This section need not be competed if the permitis or on�ed dollars ($100) or ess. ❑ I AM EXEMPT under Section B. & P.C. for this reason: CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation laws of California, and agree that if I should become subject to the workers' X 42/20/2006 compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those O ers Signature Date provision X — 12/20/2006 1 hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building Signature Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnify,'and hold harmless Butte County, its officers, agents and employees from any and all ct and liability for personal AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CML FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, injury, including death, and property damage caused arising out oof, or in any way connected with f, o the issuance of this permit. I hereby acknowledge thatt is issuance of this permit does not authorize the DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND ATTORNEY'S FEES. use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte Coun nter t ova mentioned property for inspection purposes. I hereby certify that I am the pr a rized to act on the property owners behalf. CONSTRUCTION LENDING AGENCY L 12/20/2006 1 HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for Name of Permittee [SIGN] Print Date the performance of the work for which this permit is issued. (3097 civ. code) ewner 1:1 Contractor OR; Agent for Owner ❑Agent for Contractor FILE COPY Lenders Address City State zip 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 REQUIRED AT TIME OFAPPLICA TION Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY" APPLICANT INFORMATION OWNER INFORMATION Last Name I R t Name/ Zip City Fax Address Zip Phone ZS �� City [—: L E-mail State(—,4 Zipg3 7S -?Z Class vrJv _ Phone _Lt{ -s %� F SJ 3`t 3 Email _� 4V (�4I U� APPLICANT INFORMATION CONTRACTOR Name tn/h.a✓ Address Zip City Fax State Zip Phone Lot # Fax E-mail Lic. # Class APPLICANT INFORMATION ARCHITECT/ENGINEER Name City Address Zip City Fax State Zip Phone Lot # Fax E-mail State License Number APPLICANT INFORMATION Name wti Address City State Zip Phone Fax E-mail APPLICANT SIGNATURE X — For office use only: Zoning Property Address �c r -eel Flood Zone SRA I Yes I No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS PERMIT NO.40 ' a�; BIN # PROJECT LOCATION AP# 5 -6 -off -o 7 � Property Address �c r -eel City Cross treet X-aS WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must he shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: / e 2 t rn/ 4AL) rt to Sq FT- Living Garahe Open Cov ❑ Structure Built without Permits ❑ 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 required. 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. Received by: Receipt #: Date: Amount: Sheriff SMIP Total K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 REV 8-12-05 3 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. ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 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. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Installation manual, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. .Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Building Permit Application Without Required Clearances Form ❑ 12. Hazardous Material Form (for Commercial Buildings only). 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.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Legal description from current recorded grant deed, ❑ Copy of M:H. Title, Title transfer, or MCO. ❑ 12. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, please contact a Permit 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\B1dgApp1SubRgmts.doc Page 2 of 2 REV 8-12-05 Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 75965 (530) 538-7601 Telephone (530) 538-7785 Fax www.buttecounty.net/dds NOTICE TO BUILDERS Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: 0 Make sure your application is complete. 0 Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications (not yet issued) must be requested within two years from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge of $54.99 to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at hqp://municiDalcodes.lexisnexis.com/codes/butteco/ Reference Number: B06-2863 Date: 12/18/2006 Location: Mud Creek Road Parcel Number: 056-090-079 Owner Name: ROACH, DENNETT G & BEVERLY Phone: (530) 624-5966 Description: Electric for future lot development - Well only Signature of Property Owner__ tel/ -' // Date: 12/18/2006 FILE Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 75965 (530) 538-7601 Telephone (530) 538-7785 Fax www.buttecounty.net/dds OWNER -BUILDER INFORMATION An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ° If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $500 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. ° If you are an employer, you must register with the state and federal government as an employer and you are subject to several obligations including state and federal ° income tax withholding, federal social security taxes, workers/ compensation insurance, disability insurance costs, and unemployment compensation contributions. There may be financial risks to you if you do not cavy out these obligations, and these risks are especially serious with respect to workers' compensation insurance. ° For more specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small business Administration). For more specific information about your obligations unders state law, contact the Department of Benerit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform thier work personally or through thier own employees, without a license contractor or subcontractor, only under Iimited conditions. A frequent practice of unlicensed persons prefessing to be contractor is to secure an "owner -builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not requir3ed to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board's automated telephone information system at 1-800-321 PLEASE COMPLETE AND RETURN THE ENCLOSED OWNER -BUILDER VERIFICATION FORM SO THAT WE CAN CONFIRM THAT YOU ARE AWARE OF THESE MATTERS. THE BUILDING PERMIT WILL NOT BE ISSUED UNTILL THE VERIFICATION IS RETURNED. OWNER BUILDER VERIFICATION PLEASE COMPLETE THIS FORM AS REQUIRED BY THE STATE OF CALIFORNIA (SENATE BILL NO. 831 EFFECTIVE JULY 1, 1980). NO BUILDING PERMIT WILL BE ISSUED UNTIL THIS VERIFICATION IS RECEIVED. 1. I PERSONALLY PTO PROVIDE THE MAJOR LABOR AND MATERIALS FOR CONSTRUCTION OF THE PROPOSED PROPERTY IMPROVEMENT. OR NO) 2. I (/HAVE NOT) SIGNED AN APPLICATION FOR A BUILDING PERMIT FOR THE PROPOSED WORK. 3. I HAVE CONTRACTED WITH THE FOLLOWING PERSON (FIRM) TO PROVIDE THE PROPOSED CONSTRUCTION: NAME ADDRESS Cl PHONE CONTRACTORS LICENSE NO 4. I PLAN TO PROVIDE PORTIONS OF THE WORK, BUT I HAVE HIRED THE FOLLOWING PERSON TO COORDINATE, SUPERVISE, AND PROVIDE THE MAJOR WORK: NAME ADDRESS CITY PHONE CONTRACTORS LICENSE NO 5. I WILL PROVIDE SOME OF THE WORK BUT I HAVE CONTRACTED (HIRED) THE FOLLOWING PERSONS TO PROVIDE THE WORK INDICATED: NAME ADDRESS PHONE TYPE OF WORK Description: Electric for future lot development - Well only Reference Number: B06-2863 Applicant Name: Brandon Duntscl Signature of Property Owner: Date: i 2- / O Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 75965 (530) 538-7601 Telephone (530) 538-7785 Fax www.buttecounty.net/dds PERMIT APPLICATION DATA SHEET Reference Number: B06-2863 Date: 12/18/2006 Location: Mud Creek Road By: GLB Parcel Number: 056-090-079 Sub Type: Electric Panel Owner Name: ROACH, DENNETT G & BEVERLY Phone: (530) 624-5966 Description: Electric for future lot development - Well only ❑ ❑ The above permit application has the following Clearances required prior to permit issuance. Please contact each department indicated below regarding specific requirements pertaining to your permit application. Yes No DRAINAGE DISTRICTS ❑ ❑ Thermalito Irrigation District, 410 Grand Avenue, Oroville CA 95965 - (530) 533-0740 ❑ ❑ LOAPUD, 1960 Elgin Street, Oroville CA 95966 - (530) 533-2000 ❑ ❑ City of Chico, 545 Vallombrosa, Chico CA 95926 - (530) 895-4711 PARKS & RECR.EATION DISTRICTS ❑ ❑ Chico Area Recreation District, 545 Vallombrosa, Chico CA 95926 - (530) 895-4711 ❑ ❑ Durham Park & Recreation District, 9447 Midway, Durham CA 95938 - (530) 345-1921 ❑ ❑ Feather River Recreaction & Park District, 1200 Myers Street, Oroville CA 95966 - (530) 533-2011 ❑ ❑ Paradise Parks & Recreation, 6626 Skyway, Paradise CA 95969 - (530) 872-6393 SCHOOL DISTRICTS ❑ Biggs Unified School District, 300 B Street, Biggs CA 95917 - (530) 868-1281 ❑ Chico Unified School District, 1163 East 7th Street, Chico CA 95926 - (530) 891-3006 ❑ Durham Unified School District, 4920 Putney Drive, Durham CA 95938 - (530) 895-4675 ❑ Gridley School District, 429 Magnolia, Gridley CA 95948 - (530) 846-4723 ❑ Marysville School District, 1919 B Street, Marysville CA 95901 - (530) 741-6000 ❑ Oroville Elementary School District, 2795 Yard Street, Oroville CA 95966 - (530) 532-3000 ❑ Oroville Union High, 2211 Washington Ave, Oroville CA 95966 - (530) 538-2300 Ext:105 ❑ Paradise Unified School District, 6696 Clark Road, Paradise CA 95969 - (530) 872-6400 OTHER ❑ Recorded copy of Agricultural Acknowledgment Statement- See Attached Instructions ❑ City of Biggs Planning Department, 3/016 Sixth Street Biggs CA 95917 - (530) 868-5447 1�' ther: rC� 1 1/� J ..p ❑ Other: ❑ ❑ Other: Signature of Property Owner: Date: 12/18/2006 FILE P�- ;�t��': T. .1 Ij: a 1_ ;�... ..r •. .00 '.WHEN RECORDED MAIL TO: DRISCOL 6 PETERSON Attorneys at Law 520 Cohasset Road, Suite 1 Chico, California 95926 OFFICIAL RKI!R]S BU:iE :Ctlh:! ;a:-lF. DEC 'T1706918 COVNTT P[CPti•1 R FEE r arACE AEOV. THIe LIN' ►OR "Ill: ln•e VS MAIL TAX STATEMENTSTO: DOCiAeFENiMY TFVWSfER TAX 3.._.1:ERIIC__.---- Oennett G. and Beverly Ann Roach _Comp!oro„st,eorold„e,lono,.weoto•w.m•eomnw:OR 4371 St. Paul Place ._... computed on thecon•aanlono..No. Ins g.rno,e.cumb..nee. Riverside. California 92504 ,emNnlM .t tlm•bla eh • ..m.n�� � ni�mnnlmno u. - rlrm n:m. GIFT DEED i IN CONSIDERATION of the low and affection which the grantor s bear to the grantee S , WALTER G. ROACH and CHARLOTTE C. ROACH, husband and wife, as joint tenants, do hereby give, grant and convey to DENNETT G. ROACH and BEVERLY ANN ROACH, husband and -wife, as joint tenants, all that reel property In the City of County of Butte . State of Callfornle, deu•lbed as See Exhibit "A" attached hereto and incorporated herein by reference Dated_—nec—her 7,, 1970 a to G. Roac STATE OF CALIFORNIA 1 COUNTY OF BUTTE � n. �rf Charlotte C. Roach 0 On nPCPMber 7 1978 o hoose me. the und.nlgneo, a Notary PuMIC In end for oto N S,o., evp.,.d G. Roach and C,J pen"neur _Walter Charlotte r_ Roach _ * L Cli'7r. LI — ERUE;FR - ilk*f•' I y •n— tome lobe theo.Nort9 _ M.N. n.me8 aretIOSAMORrIIA ..b. , bed to th. Mthlh bsuss.-1 end ask Medgad sher x it W cu—r na•:e 001 I. 1", ..-.led theeame. ` ~Sn. ry TNESS v nems ems o11icles sues.I� ,•S C•i u.:A 1-$. 1. Cid'A, CA 93 726 Spn.N,. IThl.— ea. ONKtes .w,erl•1. 1 MAIL TAX STATEMENTS lose tIWool AS DIRECTED ABOVE i i RI`s `JW f 5 2000 r t�LA- X10®I:VEIomm®Hide MIDDLE PARCEL Being a portion of the Northeast quarter of Sectiun 14, luvnship 24 North, Rulx1e 2 East, M.0.8. 8 M. and being more particularly descriued us follows: BEGINNING at the center of suid Section 14, sold point being as sfhuvn on thul certain Record of Survey Map for Walter C. Roach, which_mop-vun filed in the Uff ice of the Recorder of Butte County, Colifornis..in Bouk 6. 69"ut pug_e - thence folluving alongcenterline or the East and Nest centerlinof sold Section 14,. North UB' 53' U11" East fur 1838.84 feet to the Southeast corner of that certain Nurcel of land described in Deed to Miles E. Stevenson, recorded October 24, 1945 in book 367 of the Officisl Records of Butte County, Callfornie, at pays 229; thence follwIng along the Easterly boundary line of -said Stevenson parcel forth B' 37• on" West fur 922.40 feuL to a 3/4" Iran pipe and tag LS 3634•morking an angle point in said Eoaterly boundary line of said Stevenson parcel and being as shown on said Record of Survey map; thence continuing North 8' 37' 00" West for 349.30 feet to the Northwest corner of that certain parcel of land described in Beed to Thomas 1'. Mortucci, et al, recorded August 13, 1971 in Book 1693 of official Records of Butte County, at page 401; said . point being marked by a 3/4" iron pipe and toy LS 3634; thence following along t.nc Northerly boundary line of said Mortucci parcel, Last fur 84.95 feet to a 3/4" :soar pipe and tag LS 3634; said point being also the true point'af beyinning for the parcel of land herein described; thence from said true point of beginning, North B' 19' 41" East for 800.61 feet to a poinClocete'd`ln the centerline of Vlles Road as shwa on 'said Record of Survey map; thence following olora3 said centerline of Vilus Road and along the are of o 447.68 foot radius curve concave to the North, Easterly through a central angle of 19' 06' 50" for on -arc distance -of 149.34 rdet-tu the end of said curve, the chord of which bears North 79' 14' 56" East'a distance of 140.65 feet; thence North 69' 41' 31" East for -45.29 feet•to the beyinning of a 419.79 rout radius tangent curve to the left; thence following along the arc of said curve through a control angle of 9' 15' 39" fnr an arc distance of 67.85 feet to the end of void curve; thence North 78' 57' 11" East for 70.00 feet; thence leaving the centerline of Viles Road, South'17' 43' 32" East for 910.58 feet to a 3/4" iron pipe and toy IS 3634; thence South l' 21' 04" East for 395.29-fee`t to a 3/4" iron pipe and tag LS :.:; a:; shown on sold Record of Survey Map, said point being located in the Northerly boundary line of that certain parcel of lend described in Deed to A.E. Dennett, et ux, recorded March 7, 1966 in Book 1417 of the Official Records of Butte County, California, at page 89, said point being located North 00' 53' 00' East a distance of 300.00 feet from the•Eaaterly boundary line of•said Mortucci parcel; thence South 80' 53' 00" West for 300.00 feet, sold point being marked by a 3/4" iron pipe and tag LS 3634, said point being located in'eoid Easterly boundary line of said Mortucci parcel; thence following along sold Easterly boundary line, North, for 401.03 feet to the Northeast turner of sold Martucci parcel, said point being marked by o 3/4" iron pipe and tog.LS 3634; thence following along the Northerly boundary line of sold Mortucci parcel, West, for 425.05 feet to the true point of beyinning. SUBJECT 10 a right of way for road purposes 60 feet In width as described in that certain Deed to Halter C. Roach, et ux, recorded February 28, 1966 1n Book 1416 of Official Records of Butte County, California at page 66 and as described in that certain Deed to A.E. Dennett, et ux, recorded March 7, 1966 in Book 1417 of Official Records of Butte County, California at page 89. exhibit "A" 040 OF BOCUNON1 N 1/2 SEC. 14 T.24N. RIE. M.D.B. & M. 56-09 07 400 N 04 CORNER P.TN. 73PM87 N89'1446 W 6{l60 11670 88{.2 PFR GEED t0 2!8 77 176.7 89 17 9l 37 4.64c 58 11 2.4&c 49 54 sss s 4.OGAc !r =97. ry s a 5.OlAc 6.48Ac v 667.16 19 yu 34c 2.84Act Ems+ 2.75Ac 2.61Ac 6II u I 31 30 2/ 03 Y 90 22 11 �% % � 4.9Ac 1 84 17 Sac 15 69 70 S.OiAc r4� 4z-!? 60 16 Rs 51 81 ' c 20 AC ? ! r I 3. IAC n i' 10 AC 10 AC 9.& AC 0942 le.rJ 687.02 - 2 PM 41-36 t�X, `- I 1 ISGPM482 ,:!\ir 8� IRS/ "\ 2 t34Ptl38 ,g .. �� 87 WI 79 ta 090i", 5.99 AC 1C.3riACI 7.0 159.- 12 AC ` IZ C 12.1J AC . �AM£ -r A'78'pp •k, PM 136-57 `` 612.00 ` - q�7`t,�3 *, ` JOJ..6 �---` Zai.. • V'`�+.�t '�. PLO oop, m, 7rJ.< s8.i` ~' 44 5.19 AC �' 6.25 AC "04 ' }4 �} M 40,✓ 43 RS 69-466 302 .. !10 AC ��'-'- �.R-�-'--- t.9JAci' 10.6 (Act n r`'' 19.55 AC In{s o0".11 AC�3 (rER orv) 10 74 .4lAct 76 N89. 7.4 71{ rJr2a5 50 ffi� a N 538,05 IIQ, ,17 38 2.5lAc 64 R5 74-79 37 x,r 2u97 LIOAC PM 59-03 rr 71 5.5 AC S F '' 2J.88Ac O $ 11.97 AC 'ii Pt1 62-85 3 --- --' 11 J.09Act S 3.93 Ac_ 65 a r------- Y= n -------- - 273 J56{7 'S {{di{ v 08 §_ I1 '^ O2 55 i.06Aet O 5.84 AC 9.24 AC � 72 5.5 AC 54 5.19 AC7.l.hc3 Y1.84 Act2.1 iAct 422M606q "' N88'SJ 114 \CEN7FR SEC 14 r tW 1�4 (nRNFR Butte County Assessor's Map Book 56, Page 09 it NOTThese rule aro /or assessrrre7lt purposes 1� 10 only and not constitute legal parcels. CRFA ICREA70 ON 07-13-2000 TED gy Gt�a �fG Y-Ci14r(O7 /C, �O©GfG�� hl'1 Rtvn er �e 2001-02 Nou OC � 2 Compiled The gutta County Assessor's Ofc �r PROPOSED AREA OF DISTURBACE 2yn ;PZN � PINE PROPOSED WELL -Zzg �r0 o �hff E 4�iG 6' YROYOSED C F(O&q R•cLS OUINIMd.�, C)'c T'e6A..'c/;/-✓&- Erosion Control Plan for the Cohasset Watershed Protection APN 056-090-079 Size 12.92 acres Brandon and Kimberly Duntsch 4625 Careyback Ave. Elk Grove, CA 95758 (916) 395-8217 Plan Preparer: Brandon Duntsch (530) 624-9566 Franklin Construction License #567469 Construction Period: May 1, '07 to September `07 STRAW WADDLE FR _ EXISTING ROAD C% )k�� W/ 6" AB Q Zo y0 60 r 1�=20 NOTES: SCHEDULING (ss -1) AND PRESERVATION OF EXISTING VEGETATION (ss -2) ARE NUMBER ONE WHEN IT COMES TO EROSION CONTROL. PRIOR TO EMMINATE RAIN, APPLY 2" OF WOOD MULCH. SEE ATTACHED (ss -8). MULCH TO BE MAINTAINED FOR DURATION OF STORM. UPON COMPLETION OF PROJECT, RE-ESTABLISHMENT OF NATURAL VEGETATION AND NATURAL MULCH, MAINTAIN WOOD MULCH AS REQUIRED BY INSPECTOR. STRAW WADDLES TO BE PLACE AND STAKED ON DOWN HILL SLOPE PER PLAN AS SOON AS CONSTRUCTION STARTS. SEE ATTACHED (sc-5). MAINTAIN AS REQUIRED BY INSPECTOR. NO STREAMS OR RUNNOFF AREAS OBSERVED IN THE IMMEDIATE AREA. SLOPES 1:4 OR STEEPER TO BE TRACKED WALKED P> r -O FRENCH DRAIN FOR GUTTER RUN OFF CEWED APR 2 4 2007 COUNTY OF BUTTE LAM DEVELOPMENT DN. EXISTING NN� , AREA of DIST�� , ED ,: r ----'P L 06 Erosion Control Plan for the Cohasset Watershed Protection 1 3 APN 056-090-079 Size 12.92 acres Brandon and Kimberly Duntsch G 4625 Careyback Ave. Elk Grove, CA 95758 S (916) 395-8217 Plan Preparer: Brandon Duntsch (530) 624-95 56 �. Franklin Construction 1 License #567469 Construction Period: May 1, 07 to September `07 p 0 _ O ^- O 2 1 'D a O ti"LVL VCM aW� 0 r' JI10 19 '1 : r \>1-0 !:�. z kn rz FROM 101-6 /h IA) ,# 0. .11 e � 4 i' �- _P �.J?ct 7AOK 7 S,5 . ........ .... IA)d WJ. G1 8 '7A,O pwp6br"D wFj� R 11 1 id ,-Ld -3 (YO Q.'"al�rS Odd aaf Y� r�',.......... �r ol'[(A N ! �L - 0 0-E-{, yroQ 2 lA t� �N-V : i0-1!5 u .• e. 4; vZ1 d 1 Jk1 yp I�r � Rtltli�Jkkl tl" r!I , REVISIONS y Drawn ` ,t Job! Sheet; IOf I Sheets c,o WkMM! 4.. 4t'.v ... IYDRUNiUS: K;SIllENTiAL r'1KE S2RINKLER HYDRAULICS 4.4 SUBMITTAL. Page 1 i :NGINEERS William F.-5quyres, Jr. (530) 345-1012. ADDRESS P.O. Box 3176, 'Chico, CA 95927. )ate: 04-20-2007 File: C:\RESDEN44\DUNTCH.RES JOB : Residential 2 heads flowing C SOURCE I STATIC 50.0 Psi RESIDUAL 40.0 Psi FLOW 35 Gpm G )ESIGN I SPRINKLER MANUF : Reliable MODEL F1Res 49' SPRINKLER Q 14.0 Gpm VALVE .0 Psi SPRINKLER P 8.2 Psi METER .0 Psi k v V / 10DE ELEVATION K- PRESSURE DISCHARGE NO. Feet FACTOR Psi GpmU v. L 20.0 4.9 8.2 14.0 20.0 4.,9 8.5 14.3 3 20.0 _9.8 4 20.0 13.7 {� f.�1> 5 20.0 14.1Y:,�'° ny` k 20.0 15.5 ' 1 ,,IVICWl *� 6 10.0 19.0 r< 7 10.0 20.5 t� �.:'.f� ...... 8 10.0 21.9 4/'Z5- 9 10.0 24.1 10 3.0 28.3 5.0 DOME 11, 1.0 SOURCE 30.3 33.3 f SPRINKLERS FLOWING' : 2 AREA PER SPRINKLER 256 Sq Ft' TOTAL DESIGN AREA 512 Sq Ft MIN SPRINKLER FLOW 14 Gpm REQUIRED DENSITY .055 Gpm/Sq Ft k ,r `��'\ COMPUTED DENSITY .055 Gpm/SqFt s b4 r = .r TOTAL SPRINKLER FLOW 28`.3 Gpm TOTAL DOMESTIC FLOW 5 Gpm,' 'y ,�"� Y "�'^"•�� is TOTAL WATER REQUIRED 33.3 Gpm4 9� j TOTAL SPRINKLER PRESS 30.3 Psi WATER METER LOSS .0Psi VALVE FIXED LOSS .0 Psi Copyright(2004) SUPPLY PRESS AVAILABLE 40.9 Psi by DEMAND PRESS REQUIRED 30.3 Psi Hydroncs Engineering PRESSURE CUSHION 10.5 Psi 34119 Fremont Bl, Suite 609 Fremont, Ca., 94555: MAXIMUM VELOCITY 9.5 F/S (800) 845-9819 iYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 4.4 - SUBMITTAL. Page 2 N'GINEERS : William F. Squyres, Jr. (530) 345-1012. ADDRESS : P.O. Box 3176, Chico, CA 95927. Date: 04-20-2007 File: C:\RESDEN44\DUNTCH.RES TOB Residential 2 heads. flowing PIPE BEG FLOW K -FACTOR LENGTH C -FACTOR PRESSURE .10. Gpm FITTING TYPE' FTG -FR- LOSS Psi END DIAMETER TOTAL (Psi/Ft) ------------------------------------------------------------------------------- 1 q= 14.0 K= 4.9; L= 7.5 Pt 8.2 Pt 8.2 1 Q= 14.0 F= L F= 7.0 C= 150 Pe .0 Pv -.4 Vel-- 7.5 D- .874 TL= 14.5 .1085 Pf 1.6 Pn 7.8 3 -------------------------------------------------------------------------- Pt 9.8 2 q= 14.3 K= 4.9 L= 4.0 Pt 8.5; Pt` 8.5 2 Q= 14.3 F= L F= 7.0 C= 150 Pe .0 Pv -.4 Vel= 7.6 D= .874 TL= 11.0 .1126 Pf 1.2 Pn 8.`1 3 Pt 9.8 -------------------------------------------------------------------------- 3 q= .0 K= .0 L= 18.5 Pt 9.8 Pt 9.8 3 Q= 28.3 F= 2R2B' F= 12.0 C= 150 Pe .0 Pv -.6 Vel= 9.5 D= 1.101 TL= 30.5 .1294 Pf 3.9 Pn 9.1 4 Pt 13.7 -------------------------------------------------------------------------- 4 q= .0 K= .0 L= 4.0 Pt 13.7 Pt 13.7 4 Q= 13.4 F= L F= 7.0 C= 150 Pe .0' Pv -.1 Vel= 4.5 D= 1.101 TL= 11.0 .0326 Pf .4` Pn 13.6 5 ,Pt 14.1 -------------------------------------------------------------------------- 4 q= .0 K= .0 L= 33.0 Pt 13.7 Pt 13.7 5 Q= 14.9 F= 6RL F= 13.0 C= 150 Pe .0 Pv -.2 Vel= 5.0 D= 1.101 TL= 46.0_ .0393 Pf 1.8 Pn 13.6 A Pt 15.5 -------------------------------------------------------------------------- 5 q= .0 K= .0 L=- 10.0 Pt 14.1' Pt 14.1 6 Q= 13.4 F= L F= 7.0 C=`150 Pe 4.3 "Pv -1 Vel= 4.5 D= 1.101 TL= 17.0 .0326 Pf .6 Pn 14.0 6 Pt 19.0 -------------------------------------------------------------------------- 6 q= 0 K= .0 L= 29.5 Pt 19.0 Pt 19.`0 7 Q= , 13.4 F= B4RL F= 16.0 C= 150 Pe .0 Pv" -.1 Vel= 4.5 D= 1.101 TL= 45.5 .0326 Pf 1.5 Pn 18.8 7 Pt 20.5 -------------------------------------------------------------------------- A q= .0 K= .0 L= 10.0 Pt 15.5 Pt 15.5 8 Q= 14.9 F= B F= 5.0 C= 150 Pe 4.3 Pv_ -.2 Vel= 5.0 D= 1.101 TL= 15.0 .0393 Pf .6 Pn 15.4 7 Pt 20.5 -------------------------------------------------------------------------- 7' q= .0 K= .0 L= 16.5 Pt 20.5 Pt 20.5 9 Q= 28.3 F= 2R2L F= 18.0 C= 150 Pe •0 Pv -.2 Vel= 6.0 D= 1.394 TL= 34.5 .041 Pf 1.4' Pn 20.2 g -------------------------------------------------------------------------- Pt 21.9 si`' - shliE tIMMMtmtYN6M __�" 4. .. IYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 4.4 - SUBMITTAL. Page i 3 INGINEERS : William F. Squyres, Jr. (530) 345-1012. ADDRESS : P.O. Box 3176, Chico, CA 95927.' %ate:- 04-20-2007 File; C:\RESDEN44\DUNTCH.RES JOB :-Residential 2 heads flowing i ?IPE BEG -FLOW K -FACTOR LENGTH C -FACTOR PRESSURE; X10`. Gpm FITTING TYPE FTG FR- LOSS' Psi END DIAMETER_ TOTAL (Psi/Ft) 8 q= .0 K= .0 L= 43.5 ----------------------- -Pt 21.9 Pt 21.9 10 Q= 28.3 -F= R4E F= 9.0 C= 150 Pe .0' Pv -.2 Vel= 6.0- D= 1.394 TL= 52.5 .041 Pf- 2.2 Pn 21.7 9 Pt 24.1 I I -------------------------------------------- 9 q= .0 K= .0 L= 7.0 --- - - Pt - - 24.1 Pt 24.1 11' Q= 28.3 F= 4RSL F= 22.0 C= 150 Pe 3.0 Pv -:2 Vel= 6.0 D= 1.394 TL= 29.0 .041 Pf 1.2 Pn 23.8 i 10 ------ Pt 28.3 ' ------------ 10 ------- ---- - -- q= 5.0 DOME L= - - 125.0 -- - Pt - ---- 28.3 - Pt -- 28.3 12 Q= 33.3 F= F= .0 C= 150 Pe .9 Pv -.1 Vel= 3.4 D= 2.003 TL= 125.0 .0095 Pf 1.2 Pn 28.2 11 --- --- - Pt 30.3 ----------------------------------------- ------------------------------------------------------ Meter --------- .0 13 ----------------- --------Q= 33.3----_ <<< SOURCE >>> Pt ------- 30.3 --- - i E=>45-;E1b L=>90-E1b B=>TeeBch R=>TeeRun C=>CouPlg S=>SwgChk G=>GatVlv`` f Ii All i I HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 4.2 - SUBMITTAL. s I ENGINEERS William F. Squyres, Jr. (530) 345-1012.' ADDRESS P.O. 'Box 3176, Chico, CA 95927. DATE : 04-20-2007 FILE C:\RESDEN44\DUNTCH.RES JOB Residential 2 heads flowing wPSI FIRE SPRINKLER HYDRAULIC GRAPH 10 15 20 25 30 35 40 45 50 FLOW - Gpm Supply Curve 0 `Demand Curve Static _: 50.0 Avl Pr : 40.9 @ 33 Resid : 40.0 Req Pr : 30.3 @ 33 Flow : 35.0 Pr Cush: 10.5 i Copyright: Hydronics Engineering, 2004. 34119 Fremont Bl, Suite 609, Fremont, ,CA. 94555. i (800) 845-9819. i F�li I�f lIr„�fu l�. following uses: • Water circulation2 '" "` "' , I I .)/4JV v, HP, 230 V, 60 Hz. pusluve orlve Tor Impellers and eliminates clearance • Booster service • Single phase(standard). adjustments. • Liquid transfer • Three phase available - see price book for order, p Corrosion Resistant: • Spraying systems numbers. Stainless steel wear rings and • Jockey pump service `3500 RPM. coverplates. Electro -coated • General' purpose,um in -pumping g •.'Built-in overload with paint process applied inside 9 automatic reset, and out and then baked on. SPECIFICATIONS • Capacitor type. ® 0 -rings: Throughout for Pump • Stainless steel shaft. positive sealing. •Capacities: to 50 GPM. ■ Easy to Service: Can be • 'Pressures: to 94 PSI FEATURES taken. apart for service by feet removing four bolts. • Pipe ections: Pipe connections: ■ Multi -stage Design: Provides steady, quiet and ® Motor: Close couple 1'/4' suction vibr f f design. Ball bearings carry all Item No. Description 1 Mechanical seal 2 Impellers 3 Intermediate stage 4 Casing 5 Stainless steel hex shaft 6 Stainless steel wear rings 7 Stainless steel cover plates' 8 0 -ring seals 9 Impeller bolt and washer 1" discharge. • Temperatures: to 180°F a on ree_operatlon for years of trouble-free service. radial/axial thrust loads. Designed for continuous Y4 (82°C) max. a Impellers: 20% glass -filled operation. All ratings are HSC10 • Maximum working thermoplastic precision within working limits of the 2 pressure: 125 PSL molded for high efficiencies. g motor.' • Rotation: right hand, ie, ■ Compact Design: Close-' ` clockwise when viewed coupled, space saving design SingPhase ase oes M d l j from motor end. _ provides easy installation. Flexible coupling and bedplate not required. ■ Mounting: Can be mounted in vertical or horizontal position. HP I Order No. Stages Y4 HSC07 2 1 HSC10 2 11h HSC75 2 2 HSC20 3 3I 4 Goulds Pumps is ISO 90o1 Registered. 9 IL 3 � I ' 2 ' $ 5 6 Goulds Pumps © 2004 GouldsMarch,200Pumps Effective March, 2004 www.goulds.com ITT Industries BHSC 4iMMM1l"It 14'1,. c 'I --AGOULDS PUMPS MUltl-Stag Centrifugal Puri M06ELxt_ HSC DIMENSIONS AND WEIGHTS j Model HP Length 9 Width 15 HiC07 3/<Height Wt. (lbs.) j ; HSC10 1 8 9 53 16 8 9 58 HSC15 1,/z 17 8 HSC20 2 9 72 19 8 9 75 (All dimensions are in inches and weight in lbs. Do not use for construction purposes.) I PERFORMANCE CURVE METERS FEET 240 70 220> NPI HR ` 6' MODEL HSC I l SIZE 3/a - 2 HP 20o HS020 i { RPM 3500 60 — I 7' 180 Q 50 160 w HSC15 v 140 t 1..._.._.I P I 12' Q 40 HS 10 t � -- a120 --1 -, - _� _ y� 151 ..I HSG07 I 30 100 i %_ _: I TO CONVERT FEET �U I ' OF WATER TO PSI — 80 t------- � � � DIVIDE FEET BY 2.31 20 40 _. I 10 20 0�� ! l 0 X10 20 30 40 50 60 U.S. GPM L I I I I I I 1- I 2 4 6 8 10 12 14 16 m3/hr CAPACITY Goulds Pumps and the ITT Engineered Blocks symbol are GOU�dS Pumps registered trademarks and tradenames of ITT Industries_ PRINTED IN U.S.A. SPECIFICATIONS ARE SUBJECT TO CHANGE WITHOUT NOTICE. <& ITT Industries 1� iFEitij�I ptF i. f �' i�1 - - -J Installation Instructions & Technical Data (Details in bulletins 035 & 135) • Moder F1 Res 49 Pendent • Model F1 Res 49 Recessed Pendent / F1 (F1 escutcheon, 3/° adjustment) Max Sprinkler Spacing Sprinkler Pressure Max. Sprinkler Identification ft AN Thread Temp. Max. Ambient K Sprinkler Size Rating_ Pressure Tem . Factor Length 20 x 2Q_(6. 1x6. 1) 20 (75.7) 16.7 1.15 12 x12 3.6x3.6) 15 (57) 9.4 (0.65) 4-8 (100-203) . 16 x 16 (4.9x4.9) 17 (64.3) 12.0 (0.83) 155 Inch 19 (72)__ OF oC - OF °C OF - mm_ W' NPT 155 68 175 psi 100 38 4.9 2.25 (R'/2) 175 79 (12 bar) 150 66 150 (57) Max Sprinkler Spacing Flow Pressure Ceiling -to- Deflector - Sprinkler Identification ft AN gpm (Lpm) psi (bar) Inch (mm) Number (SIN) 12 x12 (3.6x3.6) 13 (49) 7.0 (0.48) 1-4 (25-100) R3516 14x 14 (4.3x4.3) 13 (49) _7.0 (0.48).-- 16 x 16 (4.9x4.9) _13 (49) 7:0 (0.48) 18 x 18 (5.5x5.5) 17 (64.3) 12.0 (0.83) 20 x 2Q_(6. 1x6. 1) 20 (75.7) 16.7 1.15 12 x12 3.6x3.6) 15 (57) 9.4 (0.65) 4-8 (100-203) 14 x 14 (4.3x4.3) 16 (60.5) 10.6(0.73) 16 x 16 (4.9x4.9) 17 (64.3) 12.0 (0.83) 155 18 x 18 (5.5x5.5) 19 (72)__ 15.0 (1.0) OF °C 20x20{6.1x6.1) 22{83.2) 20.2(1.4) *Note: The F1 Res 49 pendent and recessed pendent residential sprinklers can be installed per NFPA 13 in beamed ceilings meeting the following criteria: F1 Res 49 & 58 Pendent F1 Res 49 & 58 1. Maximum beam depth = 7" (178 mm)) Recessed Pendent / F1 2. Beam spacing at or greater than 7.5 ft (2.3m) on center. ' Technical Data I Model F1 Res 58 Pendent Model F1 Res 58 Recessed Pendent / F1 (F1 escutcheon, 3/" adjustment) Max Sprinkler Spacing Sprinkler Pressure Max. Sprinkler Identification ft m ThreadTemp. bar psi () Max. - Ambient K Sprinkler Size _ Rating Pressure Tem . Factor Length 20 x 20 (6. 1 x6. 1) 22(83.3) ' 14.4(1:0) °F Yz'NPT (R/2) 155 68 ' Inch 57 OF °C JoC(mm) OF °C mm 'W' NPT 155 68 175 psi: 100 38 5.8 2.25 (R'/2) 175 79 (12 bar) 150 66 16 x16 4.9x4,9) 14(53 8.2 (0.56) (57) Max Sprinkler Spacing Flow Pressure Ceiling -to- Deflector Sprinkler Identification ft m m L 9p (pm) bar psi () Inch (mm)' Number (SIN) 12 x12 3.6x3.6) 16 (61) 7.6 (0.53 (25-100) R3513 14 x 14 (4.3x4.3) 16 (61) 7.6 (0.53) 16 x 16 (4.9x4:9) 16(61)1-4 7.6 (0.53) 18 x 18 5.5x5.5 19(72) 10.8 0.75) 20 x 20 (6. 1 x6. 1) 22(83.3) ' 14.4(1:0) • Model F1 Res 49 Recessed Pendent / FP Technical Data CCP Assembly Temp, Max.. Max. Ambient (FP push-on/thread-off escutcheon) Sprinkler Length Size Rating Ratin Pressure Temp. Factor Inch • Model F1 Res 49 CCP Pendent °F oC OF °C °F Yz'NPT (R/2) 155 68 135 57 175 psi (12 bar) 100 150 JoC(mm) 4.92 25 (57) Pendent / FP Pendent Thread Sprinkler Temp. CCP Assembly Temp, Max.. Max. Ambient K Sprinkler Length Size Rating Ratin Pressure Temp. Factor Inch °F oC OF °C °F Yz'NPT (R/2) 155 68 135 57 175 psi (12 bar) 100 150 JoC(mm) 4.92 25 (57) Max Sprinkler Spacing Flow Pressure Sprinkler Identification ft (m) gpm (Lpm) psi (bar) ) Number (SIN), 12 x12 (3.6x3.6) 13 (49) 7.0 (0.48) R3516 14 x14 4.3x4.3) 13 49 7.0(0.48) 16 x16 4.9x4,9) 14(53 8.2 (0.56) 18 x18 (5.5x5.5) 18(68.1) 13.5 (0.93) 20 x20(6.1 x6.1) - 20(757) 16.7(1.15) The Reliable Automatic Sprinkler Co., Inc., 525 North MacQuesten Parkway, Mount Vernon, New York 10552 CA --131 Rev.E Basic Principles Of These areas must Surfaces must be be softened and assembled while the Solvent Cementing'' penetrated are wet and soft The solvent cemented connection in therinciplastic pipe and fittings is the last vital link in a plastic pipe installration., It can mean the success or failure of the system as a whole. Accorclirlgly, it requires ,tie ` s{u ie professional (lle allot attel)ticnl,Nail are- (livus) to ether collponents of (he syslcnl. There are snarly solvent celllelitil lg I.CChlli(itICS MIN ush)r, the ONE SIFA If t.l(e cclel tcoatings on the pipe published covering step by step procedures on USC cenlenlincl ploress, perle(raion acrd incl fillings are wet and fluid when j softening crin he achieved by if re assembly lakes place, they will lend how to make Solvent Cenlented joi(its. I Iowcvel; cenrrnl itself pr.:ul CJNF sl'ra' to flaw together arra become one I' we: fee that if the basic principles involved are (.enre•nting prrxerlures cairefrrlly; layer. Also, if the cement is wet the refer to histarllatiou instructions). ror surfaces beneath thern will still be explained, known and understoocl, abetter si�c.t, nr mer r rr Mir rson ft, ad these suflened surfaces in cel lair r . understanding would be gained, as to what conditions, it nary be dr silable to the tight part of the joint will tend techniques are necessary to suit particular Ilse itre 1W SIFT process which to fuse together. applications, temperature conditions, and variations utilizes aprinlei to ensure adequate . softening. For example, when in size and fits of pipe and fittings. working il, ccNd weatt,er wilt,large Surfaces diameter pipe., more link and Be aware at all times of good safety practices, additional applications n,ay be Solvent cements for pipe and fittings are Flammable, i ,u ed, bonded srhrr,ce5 tE'C 1 so there should be no sniol<irig Ilor 011 let- sources s of coatings Cement of heal of-flange in..workiny or storage areas. Be g sure to work only in a well ventilated space and sufficient thickness avoid unnecessary skim contact with all solvents: More detailed safety information is 'available frond Harvel or IPS (Weld-On) Corporation, RISC(I Surfaces r r rr; d ,pal I --- - IX r r i. ( i i� � r � r ,fir �; i(a11) ,1�!�� ill I y��,' ,J I u. ,u1, z.l uh �c� � J 1 r Asti re solvent dissipates, the ceniciit lilyer and the softened Moret Ihan suflidVill. cement. ter lilt surfaces will hat (lei I with a 1.1 ie louse tsar 1 of tlhc joint. Inust be corresponding increase in joint applied. Resides, filling ille dap, strength. A goodjointwill take the adequate cement fryers will required working pressure long prilvW11r Ow a u fans alert also before 11)r. joint is fully dry and final rcrlr,lih w( -1 uhlil 11rr jnlnt k sUrrlctllr Is ulHainrd. In the liyld I assembled. Prove this yourself. (fused) part of the joint, strength Apply on [Ile lop sUl face of a piece will develop more, quickly than in of pipe two separate layers of the looser (bonded) part of the cement. First flow on a heavy layer joint. Information about the of cement, 1llel r Moorgside it a thin development of bond strength of brIIshecl out layer. lest the layers solver itrrnrentedjolnls Is avallable. t every 15 seconds or so by a'get dle lap with your finder. You will note that 11 re tllirr layer hec-onu•s tacky and then dries quickly (probably within 15 seconds) t he healvylayer will terrain wet much longer. Now check for penetration a few minutes after applying these layers. Scrape them with a knife. [lie thin layer will have achieved little or'hu7 pcnelr alior i. I he heavy one, pn rrh The QUALITS Line ,pore penetraliol. r r rr; d ,pal I --- - IX r r i. ( i i� � r � r ,fir �; i(a11) ,1�!�� ill I y��,' ,J I u. ,u1, z.l uh �c� � J 1 i i I FOR SMALL PIPE POTTER VSR-F VANE TYPE WATERFLOW ALARM SWITCH The Symbol of Protection WITH RETARD AND'GLUE=IN UNION CUL; UL and CSFM Listed, CE Marked, NVMEA ACCEPTED Service Pressure: Up to 175 PSi (12,07 BAR); Minimum Flow Rate for Alarm: 8-10 GPM (30-38 LPM) «w Maximum Sure 18 FPS (5,5 m/s) Enclosure: Die-cast, red powdercoat finish No. 1113555: Cover held in place with tamper resistant screws (, No. 1113600 Tamper: Cover incorporates micro -switch. Cover Tamper: Activated by cover removal. Cover Tamper Switch Contacts: One set SPDT, Rated at 250VAC. Cover Tamper SwitchTerminations: 8" 22AWG wire leads. Contact Ratings: TWO sets of SPDT (Form C) 15.0 Amps at 125/250 VAC 2.0 Amps at 30 VDC j Conduit Entrances: Two knockouts provided for 1/2" conduit. Usage: Listed CPVC plastic systems manufactured by Central Sprinkler Corp., Grinnell Sprinkler Corp., Spears Manufactur- ing Co., and IPEX (Scepter). US Patent No. 6,471,255 Fits pipe sizes- 1", 1-1/4", l-1/2" and 2 v- Environmental Specifications: Stock No. 1.113555 Suitable for indoor or outdoor use with factory installed gasket 1113600 W/TSK and die-cast housing. • For NEMA 4/IP55 rated enclosureuse with appropriate conduit Service Use: fitting and/or plugs. Automatic Sprinkler NFPA-13 • Temperature range: 40° F to 120' F (4,5° C to 49° C) One or two family dwelling NFPA-13D Caution: This device is not intended for applications in explosive envi- Residential occupancy up to finer stories NFPA-13R ronments. National Fire Alarm Code NFPA-72 The Model VSR-SFGisavane type waterflow switch for use oil wet sprinkler operation of the VSR-SFG. See Fig. 1.) Wait 2 to 4 hours to allow the systems using CPVC plastic fittings manufactured ,by Central Sprinkler glue to dry before attaching the VSR-SFG to the 1" male fitting. Select the Corp., ,Grinnell Sprinkler Corp., Spears Manufacturing Co., and 1PEX proper paddle for the pipe size and type of TEE used. See Fig. 3 and Fig. 5 (Scepter) that use 1", 1-1/4", 1-1/2" or 2" pipe sizes. Itis equipped with a for instructions on how to change paddle. Verify that the o -ring is properly union to accommodate installation in confined spaces. positioned in its groove. I land tighten the nut on the union after orienting the The unit contains two single pole double throw snap action switches and an device in the appropriate direction to detect waterflow as shown in Fig. 2. !: adjustable, instantly recycling pneumatic retard. The switches are actuated CAUTION: Do not over -lighten the union nut, hand tighten only! when a flow of 8-10 gallons per minute (30-38 liters per minute) or more u vailt""ItsRiot-lubAbe-inside bf t1 , or In Ill any The stem --occurs-downst�eam�'the evice. ie ow con Itton must exist foraperiod of time necessary to overcome the selected retard period. should move freely when operated by hand. INSTALLATION: These devices may be mounted on horizontal or vertical INSPECTiONANDTESTING: Check theoperationoftheunit byopen ing the inspector's test valve at the end ofthe sprinkler pipe. On horizontal pipe they should be installed on the top side of the pipe nkler line or the drain and test where they will be accessible. The units should not be installed within 6' (15 connection, if an inspector's test valve is not provided. cm) of a valve, drain or fitting which changes the direction of the waterflow. If there are no provisions for testing the operation of the flow detection The unit has a l" male fitting for gluing into a CPVC plastic TEE. device on the system, application of the VSR-SFG is not recommended or Loosen the union nut and separate the I" male fitting from the VSR-SFG. advisable. Glue the I" male fitting into the TEE following the TEE manufacturer's The frequency of the inspection and testing and its associated protective instructions for preparation and gluing of CPVC piping systems. (NOTE: monitoring system should be is accordance with tile applicable NFPA The 1" male fitting must bottom out on the stop of the TEE for proper Codes and Standards and/or authority having jurisdiction (manufacturer recommends quarterly or more frequently). i W Pottcr Electric Signal Company 2081 Craig Road, St. Louis, MO, 63146-4161 Phone: 800-325-3936/Canada 888-882-1833 • www.pottersignal.com PRINTED IN USA MKT, tt8800009 - Itt?V PMW MFG. #15401062 - 1 1/05 PAGE I OF 2 1 } I s lOWW4grvx.. i xu r_Q I.. I 1wsrAi.li.arooN AND MAINTENANCE iNsrRucrIoNs SYSTEM '4 SO W! Oj? SSM and SSV BELL Series 3825 Ohio Avenue, St. Charles, Illinois 60174 1 800-SENSOR2; FAX: 630-377-6495 Specifications www.systemsensor.com SSM Series: Voltage: Regulated 24 VDC Operating Voltage Limit: 16 - 33 VDC Maximum Current:j DC - 31.1mA/FWR - 53.5mA Operating Temperature: -310 to'150°F,(-35°, to +660C) SSV Series: :Voltage: Regulated 120 VAC I I Operating Voltage Limit: 96 - 132 VAC Maximum Current: 53mA Operating Temperature: -31 ° to 150 ° F (-35 ° to + (56 ° C) I UL Reverberant Room Sound Output per, UL 464 (dBA) 24 VDC SSM SSM24-6 (6" 24 VDC, P, S) 82 SSM24-8 (8", 24 VDC, P, S) -80 SSM24-10 (10", 24 VDC, P, S) 81 120 VAC SSV SSV120-6 (6",` 120 VAC) 85 SSV120-8 (8" 120 VAC) 82 SSV120-10 (10", 120 VAC) 82 P = Polarized 5 = Suppressed I Important Please Read Carefully and Save NOTE: All SSM Series DC bells were only tested at the This instruction manual contains important information 16-33 Volt-DC/FWR limits. All SSV Series AC bells were only tested at the 96;132 Volt AC limits. about the installation and operation of bells. Purchasers who install bells for use by This does not include the 80%0 low-end or 110% high-end volta e:limits. others must leave this manual g or a copy of it with the user. ----- - - _--_---- - General Do - - -- System Sensor supplies bells for nearly all sprinkler/fire The National Fire Protection Association has published codes, alarm/burglar applications. standards, and recommended practices for the installation and use of the above appliances. It is recom- These instructions apply to all System Sensor bells in the mended that the installer be familiar with ,these require - series. Read all instructions carefully before beginning. ments, with local codes, and any special, requirements of the authority having jurisdiction. Follow only those instructions that apply to the model you are installing. These bells are intended to be connected to alarm indicat- CAUTION ing circuits of UL listed fire alarm control panels. The SSM' series is enable polarized to supervision of the installation Do not use in potentially explosive atmospheres. wiring. The SSM bells require 24 VDC and the SSV bells Do not leave any unused wires exposed. require 120 VAC. 3770-11-00 1 156-0674-OOBR �.�li���t�lP� II �`i�,G�� � ! _���: i q- 7p �. '�� !! t)il�`��:���.� •��`��l i� _ �! ,- 1,' 1 LCO 36 INCORPORATED U CORONA, CA • (909) 737-5599 MR FIG. 23 FIG. 24 HANGER FOR C. P. V. C. PLASTIC PIPE HANGER FOR C.P.V.C. PLASTIC PIPE DOUBLE FASTENER STRAP TYPE DOUBLE FASTENER STRAP TYPE - SIDE MOUNT I 1. f i i { i � I I I 1 ( C A a 10� i Size Range - 3/4" thru 2" C.P.V.C. pipe: protects the 'C.P.V.C.pipe from any rough surface. Material- Carbon Steel with galvanized finish G-90 govt spec. The Fig. 23 design incorporates snap retainers allowing easier Function - The Fig. 23 and Fig.24 are intended to perform as a and faster installation. hanger/restrainer to support only C.P.V.C. piping used in The Fig. 23 and Fig. 24 are easily attached to the building struc- automaticfire sprinkler systems, _ _-.:-_ture_usbig_theAwo-].ex head-selfAiT-eading-serews"ur-nis-hed— Fig. 23 and Fig. 24 can be installed on the top or on the bottom with the product It is recommended that rechargeable electric drills fitted with a hex socket attachment be used as installation of a beam. The Fig. 23 can also be installed on the side of a beam. tools. No impact tools (such as a hammer) or impact fasteners (such as drive screws or nails) are allowed. Damage has been The Fig. 23 and Fig. 24 can also function as a restrainer to prevent known to result from installations using impact type tools. No the upward movement of the sprinkler head during activation. pre drilling of a pilot hole in wood is required. Approvals - Underwriters' Laboratories listed to support fire Order By - Figure number and C.P.V.C. pipe size. sprinkler piping. Meets and exceeds the requirements of Patents Pending N. F. P.A. 13, 13R, and 13D. *-Hardened hex head self threading screw is furnished with the Features - The Fig. 23 and Fig. 24 incorporate features which product and is the minimum fastener size acceptable. protect the pipe and ease installation. The flared edge design j C.P.V.C. PIPE SIZE A FIG. 23' FIG. 24 B FIG. 23 FIG. 24 C FIG. 23 FIG. 24 MAX. HANGERFASTENER APPROX. SPACING HEX HEAD WEIGHT (FT.) SIZE PER 100 3/4 3-1/8 2-5/16 1-9/16 1-5/32 1-3/16 1-3/16 5-1/2 5/16 9 J�f i. Y JIB 3:'lsiz'5/16' 1- 1/4 Y 4-3/16 3 2 3/32 1 1/2 1 3/16 1 3/16 6 1/2 5/16 11 .i �. dry'i'If .11/`��"F N4 �I7'" A,Y ! C ..h�A d .4:7'/16dz!3.('.1/kyu 4'A '.5^ £ "�1La;7J32 1'`-'5/8 <'sr =1=3%1'�.ry/16 (A�ir�7,'"G?'ra.y` 'S1f16i °,r,�'` 2 4-7/8 3-11116 2-7116.__ 1-27/32 1-3,16 1_3/16 8 5/16 15 REVISED 3/94 I LM I il1j:liiiJal� _, 111. 1 ` `• I a �� srI� i �'_ 1p; ZZ ;psi Lri \ rz \ / sz�►., 27. aft 10, t PWR. iV�ll ✓ ''` ice: t ! S r - •05 =:150 ��- ' '.,;• - X r-� , � 53.,. � - _ 2 _ . 2 F t30� r . err; GALLON FILL BOTTOM TOP WATER WEIGHT TANK CAPACITY DIAMETER H`nIGHT OPENING FITTING FITTING PART NO. BLACK P.ltlliLA01LIT1' 6„a„ 16., 11j_ , 40702 E, F, H, L f� 305 E, F,H,L 550 67 42' 16' f i000 64” 79" 16" 11,`„ 40892 E 1100 8� 5 _ 40;'01 E, F, H,, L i 6y. ' H.. 40627 E, F, H, 1550 87" 89„ 16„ 11/x„ 40631 E, r;, H, L 5 9� ;) 3000 95" 107" 16" 2" 11/21" 40635 E, F, H, L 5000 141" 87,. 16" 2" 11/21, 40943 L r 11/2 40641 E, F, H, L 5000 102" 152" 16 ' -GnR A�'ailabilitc' Key : E=Sha�� nee; OK F=Tooe:e, L i H=ti"�ashoucal, 'A'A L=Hanford, CA r N��..�� 'C A i 9 dui ",13 Y