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F19P6,177,` � ! 17,9CXFD CONC. SACX SLOPS PROY15-CI7/0N SEF DETAIL SNFF l 6 R�vER ;5,7 t5 N0. DATE 0 6/11/91 L�j 6/26/91 7/11 /91 Ft, S� C \ may° �c s°' �o 5q 2ID SCALE* 1'=20' 0 20 40 - 10 This project is conditioned by California Department of Fish and Game (Notification No. II -037-19) and the Department of Water Resources (Application No. 15729). It is the Contractor's responsibility to obtain copies of those permits and meet all their requirements. REVISIONS See Sheet I 1; 2 Lower T000 Lot APPROVED BY: K. KJELDSEN W.S.D. ENGINEER DATE: lGK 7•ir.Si BY DESIGN ORAWDi--B ES /) E $ R� E5 Sl�8TA1RED R.C.E. 1 % 8 _ DATE CONDITIONS v RECLAMATION BOARD PERMIT cy NO. 15729 ONE: This permit is issued under the provisions of Sections 8700 - 8723 of the Water Code. TEN: The permittee is responsible for all personal liability and property damage which may arise out of failure NINETEEN: That the proposed pipeline shall be installed through TWO: Only work described in the subject application is N0. DATE 0 6/11/91 L�j 6/26/91 7/11 /91 Ft, S� C \ may° �c s°' �o 5q 2ID SCALE* 1'=20' 0 20 40 - 10 This project is conditioned by California Department of Fish and Game (Notification No. II -037-19) and the Department of Water Resources (Application No. 15729). It is the Contractor's responsibility to obtain copies of those permits and meet all their requirements. REVISIONS See Sheet I 1; 2 Lower T000 Lot APPROVED BY: K. KJELDSEN W.S.D. ENGINEER DATE: lGK 7•ir.Si BY DESIGN ORAWDi--B ES /) E $ R� E5 Sl�8TA1RED R.C.E. 1 % 8 _ DATE CONDITIONS RECLAMATION BOARD PERMIT NO. 15729 ONE: This permit is issued under the provisions of Sections 8700 - 8723 of the Water Code. TEN: The permittee is responsible for all personal liability and property damage which may arise out of failure NINETEEN: That the proposed pipeline shall be installed through TWO: Only work described in the subject application is on the Permittee's part to perform the obligations this the levee section at a right angle to the centerline of the authorized hereby. under permit. If any claim of liability is made against the State of levee. California, or any departments thereof, the United States of THREE: This g g permit does not rant a right to use or construct America, a local district or other maintainin' agencies TWENTY: That the waterward end of the proposed discharge pipes works on land owned by the Sacramento and San Joaquin Drainage g g and the officers, agents or employees thereof, thepermittee shall shall be constructed so as to direct the flow away from the bank District or on any other land. defend and shall hold each of them harmless from each claim. to prevent erosion. FOUR: The approved work shall be accomplished under the ELEVEN: The permittee shall exercise reasonable care to TWENTY-ONE: That backfill material for the excavation within erection and supervision of the State Department of Water operate k and maintain any work authorized herein to preclude injury the levee section shall be placed in 4 to 6 -inch layers and Resources and the permittee shall conform to all requirements of to or damage to any works necessary to any plan of flood control compacted to a minimum of 90 percent relative compaction as per the Department of The Reclamation Board. adopted by the Board or the Legislature--, or interfere ASTM D-1557. with the successful execution, functioning or operation of any FIVE: Unless the work herein contemplated shall have been plan of flood control adopted by the Board or the Legislature. TWENTY-TWO: That the backfill material for the excavation commenced within onewithin year after issuance of this permit, the the riverbank shall be placed in layers and compacted to Board reserves the right to change any conditions in this TWELVE: Should any of the work not conform to a density equal to that of the adjacent undisturbed material. permit as may be consistent with current flood control standards the conditions of this permitthe P , permittee, upon order of The Reclamation and policies of The Reclamation Board. Board, shall in the manner prescribed by the Board be TWENTY-THREE: Density tests by a certified materials laboratory responsible for the cost and expense to remove, alter, relocate will be required to verify compaction of backfill. SIX: This permit shall remain in effect until revoked. In the or reconstruct all or any part of the work herein approved. y permit are not complied with, it TWENTY-FOUR: That a suitable flap gate shall be installed on �ay be revoked on 15 days notice. SPECIAL CONDITIONS: the waterward end of each pipe. SEVEN: It is understood and agreed to by the that THIRTEEN: The contractor shall arrange for an inspector TWENTY-FIVE: That the proposed sacked concrete revetment shall permittee the ,start of any work under this permit shall constitute from the Department of Water Resources to be at the be uniformly placed and transitioned into the natural bank at an • acceptance of the conditions in this permit and site prior to any excavation and during all backfill operations. both ends. an agreement to perform work in accordance therewith. FOURTEEN: For availability and scheduling of an inspector, TWENTY-SIX: That the proposed sacked concrete revetment shall EIGHT: This permit does not establish any the applicant shall contact the Department of Water Resources not contain any reinforcing steel, floatable or objectionable precedent with respect to any other application received by The Reclamation at telephone number (916) 445-3942 at least 10 working days material. • Board. prior to proposed start of work. TWENTY-SEVEN: That the levee section, overflow area and INE: The permittee shall, when required by law, secure the FIFTEEN: That all trees and brush cleared shall be riverbank shall be restored to at least the same condition that ritten order or consent from all other completely burned or otherwise removed from the overflow existed prior to commencement of work. public agencies having risdiction. area of the Mokelumne River, and no dawned trees or brush shall be allowed to remain in the floodway during the flood TWENTY-EIGHT: That the application shall maintain the project ' season between November 1 and April 15• works within the utilized area in the manner required and as SIXTEEN: That no excavation requested by the authorized representative of the San Joaquin County Flood Control and Water Conservation District or any FQ shall be made or allowed to remain 332 !/ in the levee section, overflow area or riverbank between November 1 other agency responsible for maintenance. and April 15. 28 s SEVENTEEN: That the pipes shall be placed in an open cut with 2 ,9 side slopes no steeper than 3 horizontal to 1 vertical. vt G' EIGHTEEN: The reinfgrced concrete pipe shall meet ASTM 33y� designation C-76. Reinforced concrete collars shall be 2 1 constructed at each pipeline joint within the levee section and 2 .1 To within 10 feet of its toss. ?g 3 l/E G E TA T! O iV - - - - - • - - _ _ _ - - ASRDwazL„ F1 RPORYB � EROSION PROTFCUON PFR RF!'IAMATION 2201 ?�9 3D9 ?a - 29`s `SLC ? a5 9 �\ z pGs-v\lie- .,/>3 0. r� I '0 4 �a3 t7 b �D 0 hb F -- L � 460 o 22.` r O�Cy\?fie 9 v9 i jq 7e X43 M �_ - J� l v k5 / APPRCNT-D BY: Henry M. Hirata RCE No. 21258 19_ �v Jbnc�iul�(SiiNr'r n1R� �Pirriitc�T'c�"iu�" / BOARD STANDARD DRAW/NO / PI ATE N0. I60 f/6. 3. 6 F F 23.2 DFTRII SNFET 6 s-` -4°/s ko recr OAK Eh/S t�� Oo0dc C•C R toe e'?ce__. 2 .o BAU BACIH & PIAZZA CIVIL ENGINEERS SURVEYORS 323 W. ELM ST. LODI, CALIF. 95240 PH: 209-366-66'16 Q �0 a "� 6 -, yEE 0A0, P< 4 Too 4 w O 3 CIN - Qq tc Lcop WOODBRID61- PR07ECYIOIV DISYRICr 6;J County) I FYFF. Replace ,aer _. Goun�`y �equi�emenr°s. TOPOGRAPHY WINDWOOD STORM DRAIN CHANNEL 6 STORM DRAIN DISCHARGE 30 28.84 du O 4 O Ofr T« = o SX 353 c�+CL � o0 v �J7 J/ • 0 R1 VI: / MeWDOWS UNI: NO I 1 S SG IW CIC IBOO FeeX �o W6`6?DBRID6F ROAD and gale - nod normally locked. "WINDWOOD" SUBDIVISION STORM DRAIN 4 SANITARY SEWER- IMPROVEMENTS SHEET O OF ( 6 ) JOB NO. 8tj'iq �� FILE NO. 6-876