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Ordinance - 1119ORDINANCE NO. 1119 AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF WEST COVINA REPEALING 10 CHAPTER 3 OF ARTICLE VII OF THE WEST COVINA MUNICIPAL CODE AND ADDING A NEW CHAPTER 3 TO ARTICLE VII THEREOF RELATING TO EXCAVATION AND GRADING. The City Council of the City of West Covina does ordain as follows: SECTION 1. Chapter 3, consisting of Sections 7300 to 7332, inclusive, of Article VII of the West Covina Municipal Code is hereby repealed. SECTION 2. Chapter 3, consisting of Sections 7301 to 7320, inclusive, is hereby added to Article VII of the West Covina Municipal Code to read: CHAPTER 3 - EXCAVATION AND GRADING 7301. The purpose of this chapter is to safeguard life, limb, property, and public welfare by establishing minimum requirements for regulating grading and procedures by which these requirements may be enforced. • 7302. This chapter sets forth rules and regulations to control excavation, grading, and earthwork construction, including fills or embankments; establishes the administrative procedure for issuance of permits; and provides for approval of plans and inspection of grading construction. 7303.•. No person shall do any grading without first having obtained a grading permit from the Building Official, except for the following: 1. An excavation which is (a) less than two feet (2') in depth, or (b) which does not create a cut slope greater than five feet (5') in height and steeper than one and one-half horizontal to one vertical. 2. A fill less than one foot (1') in depth, and placed on natural terrain with a slope flatter than five horizontal to one vertical, or less than three feet (3') in depth, not intended to support structures, which does not exceed 50 cubic yards on any one lot and does not obstruct a drainage course. 3. An excavation below finished grade for basements and footings of a building, retaining wall, or other structure authorized by a valid building permit. This shall not exempt any fill made with the material from such excavation nor exempt any excavation having an unsupported height greater then five feet (5') after the completion of such structure. 4. Excavation or deposition of earth materials within a property which is dedicated or used, or to be used for cemetery purposes, except where such grading is within one hundred feet (100') of the property line or intended to support structures. n n U 5. Mining, quarrying, excavating, processing, stock- piling of rock, sand, gravel, aggregate, or soil (as defined in Section 7305) where established and provided for by law provided that such operations do not affect the lateral support or unduly increase the stresses in or pressure upon any adjacent or contiguous property. 6. Grading in an isolated, self-contained area if the Building Official finds that no danger to private or public property can now or thereafter result from the grading operations. 7304. Whenever the Building Official determines that any existing excavation or embankment or fill has become a hazard to life and limb, or endangers property, or adversely affects the safety, use, or stability of a public way or drainage channel, the owner of the property upon which the excavation or fill is located, or other person or agent in control of said property, upon receipt of notice in writing from the Building Official shall within the period specified therein repair or eliminate such excavation or embankment so as to eliminate the hazard and be in conformance with the requirements of this Code. 7305. BEDROCK is the solid, undisturbed rock in place either at the ground surface or beneath surficial deposits of gravel, sand, or soil. BUILDING OFFICIAL. Building Official is the Building and Safety Director of the City of West Covina. CERTIFY OR CERTIFICATION shall mean the specific inspections and tests where required have been performed and that such tests comply with the applicable requirements of this chapter. ENGINEERING GEOLOGY is the application of geological data and principles to engineering problems dealing with naturally occurring rock and soil for the purpose of assur- ing that geological factors are recognized and adequately interpreted in engineering practice. EXISTING GRADE is the vertical location of the existing ground surface prior to excavating or filling. FILL is deposits of soil, rock, or other materials placed by man. FINISH GRADE is the final grade or elevation of the building site. GRADING is any excavating or filling or combination thereof. ROUGH GRADE is an approximate elevation of the ground surface conforming to the proposed design. SITE is any lot or parcel of land or contiguous combina- tion thereof, under the same ownership, where grading is performed or permitted. SOIL is all earth material of whatever origin that overlies bedrock. SOILS ENGINEERING shall mean the application of the principles of soils mechanics in the investigation and analysis of the enigneering properties of earth material. 7306. (a) PERMITS REQUIRED. Except as exempted in - 2 - Section 7303 of this Code, no person shall do any grading without first obtaining a grading permit from the Building Official. A separate permit shall be required for each site, and may cover both excavations and fills. (b) PLANS AND SPECIFICATIONS. With each application for a grading permit and when required by the Building Official for enforcement of any provisions of this Code, two sets of plans and specifications shall be submitted. Said plans and specifications shall be approved by the City Engineer and Building Official, except as waived by the Building Official for small and unimportant work, the plans shall be prepared and signed by a civil engineer licensed by the state and shall show the following: 1. A vicinity sketch or other data adequately indicat- ing the site location. 2. Property lines of the property on which the work is to be performed. 3. Location of any existing or proposed buildings or structures on the property where the work is to be performed, and the location of any building or structure on land of adjacent property owners which are within fifteen feet (15') of the property. 4. Accurate contours showing the topography of the existing ground to a scale and contour interval in accord with good engineering practice. • 5. Elevations, dimensions, location, extent, and the slopes of all proposed grading shown by contours and other means. 6. A statement of the estimated quantity of excavation and fill involved and estimated starting and completion dates. 7. Detailed plans of all drainage devices, walls, cribbing, dams, or other protective devices to be constructed in connection with, or as a part of, the proposed work, together with a map showing the drainage area and estimated runoff of the area served by any drains. 8. Any additional plans, drawings, or calculations required by the Building Official. (c) ENGINEERING GEOLOGICAL REPORTS. Prior to issuance of a grading permit, the Building Official may require an engineering geological investigation, based on the most recent grading plan. The engineering geological report shall include an adequate description of the geology of the site, and conclusions and recommendations regarding the effect of geologic conditions on the proposed development. All reports shall be subject to approval by the Building Official, and supplemental reports and data may be required as he may deem necessary. Recommendations included in the report and approved by the Building Official shall be incor- porated in the grading plan. The report shall be prepared and signed by an engineering geologist whose name appears on the approved list of engineering geologists for the City of Los Angeles and the County of Los Angeles. - 3 - (d) SOILS ENGINEERING REPORTS. The Building Official shall require a soils engineering investigation based on the most recent grading plan. Such reports shall include data regarding the nature, distribution, and strength of existing soils, conclusions and recommendations for grading procedures, and design criteria for corrective measures. ' Recommendations included in the report and approved by the Building Official shall be incorporated in the grading plan or specifications. 7307. (a) GENERAL. The issuance of a grading permit shall constitute an authorization to do only that work which is described or illustrated on the application for the permit, or on the site plans and specifications approved by the Building Official. (b) JURISDICTION OF OTHER AGENCIES. Permits issued under the requirements of this chapter shall not relieve the owner of responsibility for securing required permits for work to be done which is regulated by any other department or division of the City. (c) TIME LIMITS. The permittee shall fully perform and complete all of the work required to be done pursuant to the grading permit within the time limit specified. If no time limit is specified, the permittee shall complete the work within 180 days after the date of the issuance of the grading permit. If the permittee is unable to complete the work within • the specified time, he shall, prior to the expiration of the permit, present in writing to the Building Official a request for an extension of specific time, setting forth the reasons for the requested ext6.nsion. If, in the opinion of the Building Official, such an extension is warranted, he may grant additional time for the completion of the work. (d) STORM DAMAGE PRECAUTIONS. All persons performing any grading operations during the period from October 15, of any year to the following April 15, shall put into effect all safety precautions which are necessary in the opinion of the Building Official and shall remove all loose dirt from the grading site and provide adequate anti -erosion or drainage devices, debris basins, or other safety devices to protect the life, limb, health, and welfare of private and public property of others from damage of any kind. (e) CONDITIONS OF APPROVAL. In granting any permit under this chapter, the Building Official may attach such conditions as may be reasonably necessary to prevent crea- tion of a nuisance or hazard to public or private property. Such conditions may include, but shall not be limited to: 1. Improvement of any existing grading to bring it up to the standards of this chapter. ' 2. Requirements for fencing of excavations or fills which otherwise would be hazardous. (f) LIABILITY. Neither the issuance of a permit under the provisions of this chapter, nor the compliance with the provisions hereof or with any conditions imposed in the - 4 - permit issued hereunder, shall relieve any person from responsibility for damage to other persons or property, nor impose any liability upon the City for damage to other persons or property. (g) DAMAGE. The permittee shall take all necessary action to immediately repair any damage resulting from any grading operations. 7308. (a) HAZARDOUS GRADING. The Building Official shall not issue a permit in any case where he finds that the work as proposed by the applicant is liable to endanger any private property or result in the deposit of debris on any public way or interfere with any existing drainage course. If it can be shown to the satisfaction of the Building Official that the hazard can be essentially eliminated by the construction of retaining structures, buttress fills, drainage devices or by other means, the Building Official may issue the permit with the condition that such work be performed. (b) GEOLOGICAL OR FLOOD HAZARD. If, in the opinion of the Building Official, the land area for which grading is proposed is subject to geological or flood hazard to the extent that no reasonable amount of corrective work can eliminate or sufficiently reduce the hazard to human life or property, the grading permit and building permits for habitable structures shall be denied. 7309. (a) PLAN -CHECKING FEE. (For work outside of • public rights -of -way.) For excavation and fill on the same site, the fee shall be based on the volume of the excavation of fill, whichever is greater. Before accepting a set of plans and specifications for checking, the Building Official shall collect a plan -checking fee. Separate permits and fees shall apply to retaining walls or major drainage structures as indicated elsewhere in this chapter. There shall be no separate charge for standard terrace drains and similar facilities. The amount of the plan -checking fee for grading plans shall be as set forth in Table No. 70-A. The fee for a grading permit authorizing additional work to that under a valid permit shall be the -difference between the fee paid for the original permit and the fee shown for the entire project. TABLE NO. 70-A--PLAN CHECKING FEES 50 cubic yards or less . . . . . . . . . .No Fee 50 to 100 cubic yards . . . . . . . . . .$10.00 101 to 1000 cubic yards . . . . . . . . . 15.00 1001 to 10,000 cubic yards . . . . . . . . 20.00 10,001 to 100,000 cubic yards--$20.00 for the first 10,000 cubic yards plus $10.00 for each additional 10,000 cubic yards or fraction thereof. 100,001 to 200,000 cubic yards--$110.00 for the ' first 100,000 cubic yards plus $6.00 for each additional 10,000 cubic yards or fraction thereof. 200,001 cubic yards or more--$170.00 for the first 200,000 cubic yards, plus $3.00 for each additional 10,000 cubic yards or fraction thereof. (b) GRADING PERMIT FEES (For work outside of public rights -of -way). A fee for each grading permit shall be paid to the Building Official as set forth in Table No. 70-B. - 5 - • • C7 TABLE NO. 70-B--GRADING PERMIT FEES 50 cubic yards or less . . . . . . . . $10.00 50 to 100 cubic yards . . . . . . . . 15.00 101 to 1000 cubic yards--$15.00 for the first 100 cubic yards, plus $7.00 for each additional 100 cubic yards or fraction thereof. 1001 to 10,000 cubic yards--$78.00 for the first 1000 cubic yards, plus $6.00 for each additional 1000 cubic yards or fraction thereof. 10,001 to 100,000 cubic yards--$132.00 for the first 10,000 cubic yards, plus $27.00 for each additional 10,000 cubic yards or fraction thereof. 100,001 cubic yards or more--$375.00 for the first 100,000 cubic yards, plus $15.00 for each additional 10,000 cubic yards or fraction thereof. The fee for a grading permit authorizing additional work to that under a valid permit shall be the difference bet- ween the fee paid for the original permit and the fee shown for the entire project. 7310. (a) BONDS REQUIRED. A permit shall not be issued for more than 1000 cubic yards unless the permittee shall first post with the Building Official a bond executed by the owner and a corporate surety authorized to do busi- ness in this state as a surety in an amount sufficient to cover the cost of the project, including corrective work necessary to remove and eliminate geological hazards. The bond shall include penalty provisions on a form approved by the City Attorney for failure to complete the work on schedule. In lieu of a surety bond the applicant may file a cash bond with the Building Official in an amount equal to that which would be required in the surety bond. (b) CONDITIONS. Every bond shall include the condi- tions that the permittee shall: 1. Comply with all of the provisions of this chapter applicable laws, and other City ordinances; 2. Comply with all of the terms and conditions of the permit for excavation or fill to the satisfaction of the Building Official; 3. Complete all of the work contemplated under the permit within the time limit specified in the permit. (Building Official may, for sufficient cause, extend the time specified in the permit, but no such extension shall release the surety upon the bond.) (c) FAILURE TO COMPLETE WORK. The term of each bond shall begin upon the date of filing and shall remain in effect until the completion of the work to the satisfaction of the Building Official. In the event of failure to com- plete the work and failure to comply with all of'the con- ditions and terms of the permit, the Building Official may - 6 - order the work required by the permit to be completed to his satisfaction. The surety executing such bond shall continue to be firmly bound under a continuing obligation for the payment of all necessary costs and expenses that may be incurred or expended by the City in causing any and all such required work to be done. In the case of a cash deposit, said deposit or any unused portion thereof shall be refunded to the permittee. 7311. (a) MAXIMUM SLOPE. Cuts shall not be steeper in slope than one and one-half horizontal to one vertical unless the owner furnishes a soils engineering or an engineering geology report certifying that the site has been investigated and indicating that the proposed devia- tion will not endanger any private property or result in the deposit of debris on any public way or interfere with any.existing drainage course. The Building Official may require the excavation to be made with a cut face flatter in slope than one and one-half horizontal to one vertical if he finds it nec- essary for stability and safety. (b) DRAINAGE TERRACES. Cut slopes exceeding forty feet (40') in vertical height shall be terraced at their approximate mid -height. Drainage terraces are to be a . minimum of five feet (5') wide, paved and must carry water to a safe disposal area. Terraces shall be cut every thirty feet (30') vertically, except that where only one terrace is required, it shall be -at mid -height. 7312. (a) COMPACTION. All fills shall be compacted to a minimum of 90 percent of maximum density as determined by U.B.C. Standard No. 70-1-67. Field density shall be determined by U.B.C. Standard No. 70-2-67 or equivalent as approved by the Building Official. If the Building Official determines that the strict enforcement of this section is unduly restrictive or imposes an undue hardship on the permittee, this requirement may be waived by the Building Official. This requirement shall not be waived when structures are to be supported by the fill or where the Building Official determines that compaction is necessary as a safety measure to aid in preventing the saturation, slipping, or erosion of the fill. (b) PREPARATION OF GROUND. The natural ground surface shall be prepared to receive fill by removing vegetation, noncomg:,.Iying fill, top soil, and where slopes are five horizontal to one vertical or steeper, by benching into sound bedrock or other competent material. Five feet (5') ' of the lowermost bench shall be exposed beyond the toe of the fill. The bench shall be sloped for sheet overflow or a paved drain shall be provided. - 7 - (c) FILL SLOPE. No compacted fill shall be made which creates an exposed surface steeper in slope than one and one-half horizontal to one vertical. The fill shall be constructed with an exposed surface flatter than one and one-half horizontal to one vertical when called for in the soils or geology report. Slopes of fills which are not compacted in accordance with subparagraph (a) of this section may not exceed two horizontal to one vertical. (d) FILL MATERIAL. No organic material shall be permitted in fills. Except as permitted by the Building Official with approval of the soils engineer no rock or similar irreducible material with a maximum dimension greater than eight inches (8") shall be buried or placed in fills. (e) DRAINAGE TERRACES. All fill slopes in excess of thirty feet (30') vertical height shall have paved drainage terraces at vertical intervals not exceeding twenty-five (25') except that where only one terrace is required it shall be at mid -height. Such terraces shall Efrain into a paved gutter, pipe or other watercourse adequate to convey the water to a safe disposal area. The terrace shall be at least five feet (5') wide. • (f) SLOPES TO RECEIVE FILL. Fills toeing out on natural slopes which are steeper than two horizontal to one vertical will not be permitted unless stability on both the fill slope and the natural slope is substantiated by soils and geology data. 7313. Cuts and fills shall be set back from property lines, and buildings shall be set back from cut or fill slopes in accordance with Figure No. 1. Retaining walls may be used to reduce the required setback when approved by the Building Official. Fill placed on or above the top of an existing or proposed cut or natural slope steeper than three horizontal to one vertical shall be set back from the edge of the slope a minimum distance of five feet (5') unless stability is substantiated by the soils engineer or engineering geologist. No buildings shall be constructed on cut or fill slopes steeper than two horizontal to one vertical unless the foundation design is based on soils engineering data. The setbacks in this section are minimum and may be increased by the Building Official if stability is sub- stantiated by an engineering geologist and considered necessary for safety or stability or to prevent possible damage from water, soil, or debris. Tops and edges of all slopes shall be rounded. Berms at the tops of slopes will not be permitted. U-j • 1 EXCAVATED SLOPE wproperty line REQUIRED SETBACKS H FEET FILL SLOPES CUT SLOPES a b d 0-15 1s-50 Over 50 1'6" Hilo Hilo 3' His H/5 3' H/s 10' COMPACTED FILL SLOPE I6-property line Figure No. 1—REQUIRED SETBACKS 7314. (a) DISPOSAL. All drainage facilities shall be designed to carry surface waters to the nearest practical street, storm drain, or natural watercourse approved by the Building Official asa safe place to deposit such waters. At least two percent grade overall with a one percent minimum pad grade at any point, toward the approved disposal area will be required for building pads, except as waived by the Building Official, and upon recommendation of the soils report or engin- eering geological report for nonhilly terrain. (b) EROSION PREVENTION. Adequate provision shall be made to prevent any surface waters from damaging the face of an excavation or fill. All slopes shall be protected from surface water runoff from above by swales. (c) TERRACE DRAINS. All swales or ditches on drainage terraces shall have a minimum grade of five percent and must be paved. Drainage devices shall be paved with reinforced concrete with a minimum thickness of three inches (3") or approved equal. They shall have a minimum depth at the deepest point of one foot (1'). If the drain discharges onto natural ground riprap may be required. 7315. The face of cut and fill slopes shall be planted and maintained with a ground cover approved by the Building Official to protect the slopes against erosion as soon as practical and prior to the final approval of the grading. Where cut slopes are not subject to erosion due to their rocky char- acter, this requirement may be waived by the Building Official. An irrigation system or watering facilities may be required by the Building Official. 7316. (a) SUPERVISED GRADING REQUIRED. All grading in excess of 5000 cubic yards shall be performed under the super- vision of a civil engineer and shall be designated "supervised grading." Grading not supervised in accordance with this section shall be designated "regular grading." For grading involving less than 5000 cubic yards the permittee may elect to have the grading performed as either supervised grading or regular grading. (b) REGULAR GRADING REQUIREMENTS. The Building Official shall inspect the work, and require adequate inspection and compaction control by a soils testing agency. The soils testing agency shall be approved by the Building Official. Periodic reports certifying the compaction or acceptability of all fills shall be required except as exempted by subparagraph (a) of Section 7312. These shall include but need not be limited to inspection of cleared areas and benches prepared to receive fill and removal of all soil and unsuitable materials; the place- ment and compaction of fill materials; the bearing capacity of the fill to support structures, and the inspection or review of the construction of retaining walls, subdrains, drainage devices, buttress fills, and other similar measures. The Building Official may require sufficient inspection' -.to assure that all geologic conditions have been adequately consid- ered. Where geologic conditions warrant, the Building Official may require periodic geologic reports. These inspections may be required to include, but need not be limited to inspection of cut slopes, canyons during clearing operations for ground water and earth material conditions; benches prior to placement of fill; and possible spring locations. -10- (c) SUPERVISED GRADING REQUIREMENTS. For supervised grading it shall be the responsibility of the civil engineer to supervise and coordinate all site inspection and testing during grading operations. Soils and geology reports shall also be required as specified in Section 7306. All necessary reports, compaction data, and soils engineering and engineer- ing geological recommendations shall be submitted to the Building Official by the supervising civil engineer. (d) NOTIFICATION OF NONCOMPLIANCE. If in the course of fulfilling his responsibility under this chapter, the super- vising civil engineer finds that the work is not being done in conformance with this chapter or the plans approved by the Building Official, or in accordance with accepted practices, he shall immediately notify the person in charge of the grading work and the Building Official in writing of the nonconformity and of the corrective measures to be taken. 7317. If at any stage of the work the Building Official determines by inspection that further grading as authorized is likely to endanger any private property or result in the de- posit of debris on any public way or interfere with any existing drainage course, the Building Official may require, as a con- dition to allowing the work to be completed, that such reason- able safety precautions be taken as he considers advisable to avoid such likelihood of danger. N6tice to comply shall be submitted to the permittee in writing. After a notice to comply is written, a period of 10 days shall be allowed for the contractor to begin to make the corrections, unless an imminent hazard exists, in which case the corrective work shall begin immediately. if the Building Official finds any existing conditions not as stated in the grading permit or approved plans, he may refuse to approve further work until approval is obtained for a revised grading plan which will conform to the existing con- ditions. 7318. (a) COMPLIANCE WITH PLANS AND REQUIREMENTS. All permits issued hereunder shall be presumed to include the provision that the applicant, his agent, contractors or employees, shall carry out the proposed work in accordance with all the requirements of this chapter. (b) PROTECTION OF UTILITIES. During grading operations the permittee shall be responsible for the prevention of damage to any public utilities or services. This responsibility applies within the limits of grading and along any routes of travel of equipment. (c) PROTECTION OF ADJACENT PROPERTY. The permittee is responsible for the prevention of damage to adjacent property and no person shall excavate on land sufficiently close to the property line to endanger any adjoining public street, sidewalk, alley, or other public or private property without supporting and protecting such property from settling, cracking, or other damage which might result. 7319. All modifications of the approved grading plans must be approved by the Building Official. All necessary soils and geological reports shall be submitted with the plans. -11- No grading work in connection with the proposed modifi- cations will be permitted without the approval of the Building Official. Modifications which affect basic tract design or land use must have the approval of the Planning Director. 7320. (a) FINAL REPORTS. Upon completion of the work, the Building Official may require the following reports: 1. The supervising civil engineer shall certify that all grading, lot drainage, and drainage facilities have been com- pleted in conformance with the approved plans and this chapter, and shall furnish an "as built" grading plan of the completed work. 2. The soils engineering reports shall include certifi- cation of soil bearing capacity, summaries of field and lab- oratory tests, locations of tests, and shall show limits of compacted fill on an "as build" plan. 3. The engineering geology reports shall be based on the "as built" grading plan and shall include specific approval of the grading as affected by geological factors. Where necessary, a revised geologic map and cross sections, and any recommenda- tions regarding building restrictions or foundation setbacks shall be included. (b) NOTIFICATION OF COMPLETION. The permittee or his agent shall notify the Building Official when the grading operation is ready for final inspection. Final approval shall • not be given until all work including installation of all drainage structures and their protective devices, has been com- pleted and the "as built" grading plan and required reports have hPP71 ciil-imi t-ta� -12- • SECTION 3. The City Clerk shall certify to the passage of this ordinance and shall cause the same to be published as required by 1 aw . Passed and approved this STATE OF CALIFORNIA COUNTY OF LOS ANGELES SS. CITY OF WEST COVINA 24th day of February 1970. I, LELA W. PRESTON, City Clerk of the City of West Covina, do hereby certify that the foregoing Ordinanrne No. 1119 was regularly introduced and placed upon its first reading at a regular meeting of the City Council on the 9th day of February , 1970. 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' � �;�/ ��:C ? :?b ic ',^• i•C'T at ;.,.In rEdue ?T'O'r .CiC( � it thec •-tea local ♦�YJ34:} 'a it c'?CCO' -i ".GE' Wi i s See Lion 2.��20 of tltc^ uaid !.`cti_re_' n, j'c2'r: C n �. i• ',) b^iP.' .C�J:..Cti t::t�•'; c^,a a0 U'y3: r•;• _ r moni;tily IJLI taw, rllo,:- nce in thi, amourit of 0:10-•ha f of t.:o c, r<atix'e_a r)vravnt� .'31_C v.,, � } ,u' •: ��:�,:,,� • �:=',r �� i;,:h r. L-:? 05, cii ::£:l,i �,i i;% • ' . °l('Tlt I'fi-; Zcl.,(It by ;t iiC3 T t ::G 1 i S C _ o c- i 1 s,C1 o.t , t Lon 0urirl'" Vie r v e,i.,'•-d !)- r on t s (In., '.. 1(,. l�.:t to rC?t 7 .y:. it . b. A s'503 death bcnofi.4 pa able: u) ,n death of the ratire ,1 polrson dc3crlb.d above. 4'.CGl%lall•1a1,('d in .�'iilr_l1 be l,i.'a!l 1.01'•'�C: l to tile Public _1: ;lo�Y'e'::s t iiti:ti 2': ^t .3"r3 e:'1 an..� '-'pp? ied a�i�ii::,t the ` li.nbil:itf f crr t!ji 3--T'vico 3_:r^iiY Y'ti ii herc;: �!or. 71a t poz t: !, Of t!)o c1,^-se4L•3 So 'i.ran. .,three, w`iich X'cJi£3EIlta i}i'J LCC ,'.:1'+t)d Cc- -r A iilt: rest thor-:?oa) of ci-ilov'ocs twi,;or si_Acl lc) 11 •� - C. cr .. be t ra' ,sf'cr a ecj to t a i u,01_.0 1']lOj'v�:S t Eel ? ;5:1 L �`;y r,f Ci c � , 1 rfJ dlys a .s t,?r tho effort .•vc, ��<:.L:+ Ol t i �.0 (jilly 1. .1%•`,.'()! ' iI $ CO is Li'£: and Creditoi to t-i1C? iii�:J.ir].(;C'.ci� l:r' :�i)c�:.�1 ' `� o i ,Ii.n c cG'G�l.'it, O_ e ca Ji Gil i ; ! P J z„ e y �� ::� ti.'e.:e:I V O f- t cm and�s- tex;od there Under Secti:On 23-23 ' ho .:�tirv't: iit %,.tr `'' o_ tl.� `- • _.,. 11.c? balallce Of local £;':,t :-i c'.snets shall be tr c nn i. c rcd f r u . f 1 i it "T'C ; cr tr n local, S' S'c.-`'�my tii^ rCCi�Fi it'cLi1I1`_:L12'ut10E' CL^`?)F��••r Ct a ra o f not 1r. ; s t ;a :�, 333. �0 pe'r month cc::., � r:ci_r. � ' 30 c _;; the efi.= ctive (t;'t^ C•f t�:13 .GJ::tt'3Ct (July 1f'J_�:>J� 11:t11 thO MUM balance of such ansots (incll.'i �' li�ir':^i:StC • . )r r ,:C2 .'3t 3;� Per u;i('li1 01, t?)anc 3 Y$^: 1i;iLi; to b?. L-ra;_f�ff':T' -A) �i<,3 GC: 'i °,jlr trarl:�'Lerrcld. f). Vi r fXi Ct3.:`?1 Of fill l COiu=) :tS to be prov1�od for GuCii J c,i7' Of l i (::'1? is^. ^.l:i i Ci it?•` :l7C�ii r;.:tire. ierlt at ll?�xm.aj /.� �!.ne :all s e £.;�?l.icci , r'i�tz .. cllt r:�•o :]i;��? 1 b- 1 r J � :; _ Section 2121.1 of : 2Li :eta z E? :i^ .t i i V l.c-jv . 7. ! rp i mn Gi;:t4i9 O rGC'.J;: to t1G dro` _'LrJe'.: i or car i ycci; Of n I a- c o ry i� c ty cr 1.� ci s.� ti ce «,; a ?oral c:�, ;r.:r; h r > t) 11 bE ('etcr i.rCd 1n aCCOI";ti.fiCC, Vith, 21252.1 of _-Lid �• i.ta On account OL orio - S'?rv_; CC b? 1')):' Of tT:G f Of final. fraction ' i_rl `:.ra- r2p%1 f] ai:Q %, ill i CC'O: C .ICi with S 'Ction Plf, j3 o1: na l d f m'. et ion eo :>_el ��:le' 1 �.: accor--7 .?':Cv ili.ta :'Cse'2� i'c3 3a 7 - g. CC?ltrilj'l'C•iC :S f:�'_' f.?>CC'.1.1.'..?IE'v^.;_i r.N ; local S rSliall Le ` V )J..:Cl,.to ' ctt' ons 21,X' 1 i.ii:i 2'i 02 T''J.)�iv:. v',..:1� C'i': yrc::•I. r JO).lc:;:.;i,' c? ::1"ti.0 ='1 _73'O'd:.;1C:i:� Of t�;: i -ii'.? c ..-::)1p ,-C�..• t + ; V v - on a: --on el a ` t :)�•. ,% CtiCli Cr _ a Cj,;t_t (,' _%11^l� 4: r'• 1 117)?1 ,s `t.0 ti:3 : ""blie /. e;: cJ ' ftrlil i t• 3 . Rcit•. Fora 702 S • . S�Ct "OI2 2'�3L1..01 (clolini s. � .n41n al cc! —n--z ti0q cn t: e ba i 6r J-T_11 `.G Of t�'_r`=O �'�;i •:~C:: 4[v.' 4r i';'iJ �`. t;{ S . :r ,�•f b. .r�CCtk�:l 27 C� ;♦I (tJI",t':t';'J n-, .`' i"��IaZ': i l �. : ,t? 1' ..,- � nta z; 1Ci:a nce of �;, '•+ f) j ! yi:,Lr Lit er curt,.j.11 CCiI:.:.wUfl:?_^•�o �`.. Ct'•7 i'f}3Ji► }Z.{ l:vt-id'n- a ' D.-')7 de iF2 b't::efit 't, on flea it tcetion 2002; (nrwrldi ra~ f .r iricle ion ox mo- ell ation �;d tbo' ut t; limiin C�:'?4i tio,l� :shero co -Pen -nation is fact:or). t r ♦ ;Jrev�ding, mo i L, r r,rs h i (2. Section 1 �� �-.� i .i ' ,t' i Z'llaliXL., , �n li•_ ar t.t< ba...ic CllCati4 f3f't:av'i1t for CGr"t-'dill .,,�;rv:.vors of a 1-'ilj JIC3 _L11 e7p%O.?r- l'ient art,.3r quaijfyin, fob` voluntar ro iri;mcn.""). r f. �ecti.on 20?�E ♦5brv'.idinl ri~, n_o 50 c a tho iy:, �'vlti.:l.%3:'�% ret. m-14,f°'nt : .-a :Far 1.ocnl :c:i�.i,� I;lA,y tars .7di'll l:'D_:t per.'.'I=:c,1,Li-3 Co:.'_ 0.`cing.prior to c^•co 55 Sul-JGtit t0 ac'Uu_rLP U.ti"CO:i:�t4i}. ♦ .- c� ,. that n•.o-� 1 t+.- of CCU: v i ,, tit. �;. S�cticn 1�0��05 S (pz°;,ai i:,:, t .h� ti:tl ..-a�:s�( rate , r .�.. oii r 7 thoz ..�-�� �., arts ..j,,,- .t:_,.F,�.,'.''? f t ra T%idl L.,_r.1 ,.,t-.":t:� ♦ t�_;z i C_ l• l © C� 1.Q jC :a .•...J Tf: .. :. C i.... �.U_ �i:l l�l_�:.. ,,.r•. v�: .. L ..,, u t, C:i:{ phri'l.l be b^sod on r o a- eid.2-y irlLo sz-d i local b. Soctj ell 21,151.5) ( r_ ov-? r in. f fl?.t •:rear .3 of .''.',?r icc a r.Q.: ber of tht, Lcc rl ilctllrcn crt `'y4Ac,,,l prior to V O E!'.(•E:Ct:1 J , ^;,i c3 of t;: i� ca:it.r�:ct ',� 11 be, in th < c _ }a;<..j ; death be lcf x c yicie? in` ectl a,l 21��� 1I :O 1 the c e atiZ cc r::,y L ,mo.T;bcx ivio ;> ,5 al vo P_ n.n;mb-or of 8ci1 I OCU1 j'�+'GC i.. S_-ctionl 21 '� (provld t;:J Fc:- alto iG€'v .f or ^v SiJ'v r 3 -7 Q . UL t,.. cove-.-cd '_IT:• r ble ftat.•!l bF.' { 1 11, j't bliC r, f-ncy sl-all con.�rIbul€3 to (3aj,d RCIL, i t G'FIaG Synt•E 1 as ' -Jl,?Cwo! i:. :>ith [' ::.i(y 't t;0 is lfiGnll c:ie? S t:le p-Jj.0 i:r-C., Cy C::iilt;'�i;'ti�.:�J tt:;'1 fO � 1.C•e;i:"�, JCiG`r'ilaF',� ;�i::i Oa s•7%it�.�'i�� n:il,c"!2'� 4)�3 _� .'.'l:::w as f c:'J`_,rS of Srd SY;5tein: (1) '1.5ii2 pc. Cent until, tJ!"ne 3), 1956 On, acco:int oil Vke Iii"l-4. Ij.t•j' fOr �: Qi v,3r7?C8 rr3Ts�,f1'�, '�5�..�F; -� v^• Zi( !Tf3 ��' 1' �C. j c•.ia 4 � .a„J CC . 2� 1.5 `7 F E;nch J-llj Z t"cre__ftor Ci. ic.;.?1•Y ta) for C�lch `101)�J to Vll0 P.: 11�G ... _)�L��i GF'•�` :.( .-`LrC is i:t wavy .,i to t.:ECi e t :!(a :''.:c t.Z'u r�'I".'i:`.: � r'iE"t..ai C7-(%;r� Li'_f' i�.n.v:._.,'.i�=;.t•„ � I.r+C:;l .:i�i`.'v_. 'l".+. 1 4)'an-f %'-`ii;j (2) 6.'0 ^ s _::! C7£•:C!?�li: Ci, Tc-C;CC:: a Cin tt1e 1.1.?:.ila.}..J fGl' C,Ci'? 702- l A' L t .. t G vJ. O s a •. j 't .``'�'••" ' oft S-ac u�C'!: ?1J '�•7 (?-- s urvivora .` m;.1—:. -;)o . , `. , J b. With �'�'v:JL'4r L•o J-Cl i.' i.: .. �.• i•�s .�•._4i, .. j r)_ 1Q ti.': , • CfJ;<LI'{:.'tiLv {leZC aC t,.iv Xt%�l it :l:.� �1„~.'G :: +,: �•- ry '�' Dd i`:r:: C•:i�y .�J C'617. .3.�.`.j ��.iZ'il�� ' Fi., I?C£:l 5�."0uY' •072 "YC•L:"tt u:':tJ'<!iu 30 1>06 Q1 £CCt)Li v Of the VtIlbili.ty - ' r Nf ♦ afs T' ' ��� ez;2, t d -1 t. c., -1 1, .. 1 t for 1 o sc. tiriC3 :0 1 �ii �. , �, b;i � JL:54<._ ,3v �O <% ii<: F' tftl1 j J c'ii:., L tLi_ i .L114(1' u� • ✓rJ; O1. ::A - Vag crici J }1<il\ to ... `��°r.: �'a�' cac k 41,��ri � o`' tt) •iis 'u?Jsic c�a;r�D :- I + : tzrc-,erl', ;,=s ��;::� :. i. • - C,.,:T t r iir7 or Yred ; :-snet ; cxc(,d tho c'Z.L.; ':i: � f':i IoC<11 Sf' t e--11 con tr l - t)t�t•,I'<::. ,iBi . kd uiiO„{ F!?^ch,f'k c'ij)il 5. (:) 10.307 Per c•+:1-nt on Fccc;aA u of th-o lial- l iy for current 3ervice E3i C' -00 Per v-onth for covzrel the }73'3:''.G U•:'!c: �.^, 7 ©..o :aL'CviGii 43.3:J�J�•7 C3c^.:.':i %1UI°"T{_S'(,'.'".5 .y:7;I'i".n'�'• Ca 1. rC:c.to ?:-Ae z? oun.t perP-n!:''.�:ir is .ilxiz. d by t0 Obv r tho c cs'Lls Of r ral d ,S y. to CV_s it itffu.^.L`.i V:: of P : b1 c +., ni:c�r, not rinc-1-i"d:i ng the m)t3 ol, or, i?lrC= '`•_ca t hsaid ,= v a= au � t v r.(' '•I'._.L:.L,. On U'=e ' as".S !'t.. t, 0 nu<7: r 0 :','-)10,1rot3.� Q: ai , k:bl .0 At -C cy vt o % c I o-)„ )L •.A <t I:iCsr:},•�'�'fi on a pnyrol [i'S:1;':`'E)' (3�, b�; tho S.'st c j ccov ,rl vt Q!'f?-tonth of caC:: yen, , or i7..a. I'i-•:;)f_'., u to fi.:iti .l., a v jrVi?1' of 1iF).i. i,_.0 i.f�..t;;t0`I� bi. t7+ i;�r ftCvlti3 (),;Ls Gn fL,J.d ?ax_- I. c i.0fa C_.. ` CC.%.. iL:.O ,... _-rlsc J o co —Or costs Oil 01. cC5 4a of t',— iCc%1 V,b -:lion :Gi. ,ri-A 1jy I } 0 12, L'O:2'.}'i10ii5 r''' ;u-1rc;�! 0nc- LP, j'.` c s . Ti:Av�jccv %0 ?_l;jL,!4!:! :;t by on ::1,ci.ant c.c c::'.:, .,_ '1vS to t.•'­ "ic i':'�')��l cl?`J t .tC-'v T'%f.•!C r, LZ« :) F:;:a On £.cc �•.:14ofO jsv :!i� c' j C ... 'i`J.?:C t: L`i:C bi :_,Id 13e "EC,,C -,,2{fi L r �,:yt_, 1C n ia, L•`.'';' th e :.:.` o Vl,:� ��[1I':kF^� L0 vi'iich, sale C:-,) r ro-C. or loss, t r•,'.:•t. ls::_ Oir't' Cv t:-.0unt Oar S r - a.0, �� ems: i. c• �?r:1{ tp ACT'. i��:..i 'R• ;S? �i E: .rl C17 rtton 1V, jt1Li:Ju'� ;V G Or C?;? 3::(;..?<a.:tG 4?.�.'.i± J ___.1, �"o ..4p.;�: i'a. `^ ' l . . )J ,-'y 1 .. :.� � ri a i�.b -r•;a? i. •.+ a„:� t.4 i.. •L�f..4_ iy:.a T1 ....��.w :. `: �:�r Utr i'�� �i in tba fo n, Qa. i 1.0 �. tiv 9 i, .a:}'. Ca. ..�. c. k_F k=: lft_ J..t i+0 h.'s a.or-:%:� •�'.'.l ij�J c3 ;�. -...1. 1+�t ESA .i. EEC v._�:.1 G� 4i:f3 1'�t.�' iAi ���1;'f i7� 1!.f3.?'s..Ly Ii T% llatn-.:os ot!r bane ".1 Oran . 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