Loading...
33085 REVISED 6-12-17IN THE CITY OF LA QUINTA, CALIFORNIA HYDROLOGY REPORT FOR TRACT MAP NO. 33085' IN THE S,E 1/4 OF SECTION 4 , T 6 S, R 7 E. SBM ( Last Revised 6/12/2017 ) N4 CVEI Coachella Valley Engineers QpaFESslp�� * N0.'Air Exp. b,l0 I? Ci Oi CAL�k� 77-933 Las Montanas Road, Suite 101 Palm Desert, CA 92211 Tel: (760) 360-4200 email: cve@cve.net DAM K. RICE JR. — RCE 35728 — 32 33 AVENUE 50 33 34 T4s 5 4 4 3 r5s SITE 5j4 _1 4 3 8 f 9 AWNU s2 9110 0 VICINITY MAP SEC. 4, TAS., RIE. S.B.M. N.T.S. Fax: (760) 360-4204 web: www.cvemet 6-30-17 HYDROLOGY REPORT SOUTH ORCHARDS SOUTH ORCHARDS VNZ% U Map ITO 0 E TABLE OF CONTENTS Cover Sheet Table of Contents Hydrology and Drainage Facility Design Report Appendix 1. Vicinity Map & Aerial Map 2. Drainage Area Map 3. Soil Conservation Service Aerial Map & Soil Type 4. Catch Basin & Pipe Sizing (Rational Analysis) 5. Kiwi Court Street Capacity Analysis 6. Basin Storage Calculations (Synthetic Unit Hydrograph) 7. Geotechnical Report & Update Letter 8. Off -Site Drainage Topography Map 9. Maxwell Plus Drainage System Detail & Specifications TM 33085 June 12, 2017 HYDROLOGY REPORT TM 33085 SOUTH ORCHARDS June 12, 2017 SOUTH ORCHARDS HYDROLOGY REPORT 4121P4 HIP ON 0 9 INTRODUCTION AND PROJECT INFORMATION The project is located north of Avenue 52, west of Madison Street and south of Beth Circle. The project consists of a 4.76 Acre parcel being developed into 7 lots, each approximately 0.5 acres in size. HYDROLOGY The drainage area map utilized with this report is the attached Tentative Map 33085. The drainage area to be analyzed includes all 7 lots and a portion of Beth Circle. The total drainage area is 4.35 acres. The streets account for 0.74 acres and the rest of the lots are 3.61 acres total. The storm volume of 1.42, 2.12, 2.74, and 4.42 inches for the duration of the 1 hour, 3 hour, 6 hour, and 24 hour / 100 year storm frequency respectively, is for design of the retention basins. The storm volumes are obtained from the Point Precipitation Frequency Estimates from DOC/NOAA/National Weather Service Office of Hydrologic Development, Hydro meteorological Design Studies Center, W/OHD13 at 1325 East-West Highway Silver Spring, MD 20910-3283 The hydrologic soils group map for the Coachella area is included in the appendix of this report. The soil type is a sandy, silty, loamy Indio soil, I-S, and Gilman B Soil, common in this area. The soil classification for the site is type "B", having high infiltration rates, antecedent moistening conditions rating of AMC II and low runoff potential when saturated. 9 HYDROLOGY REPORT TM 33085 SOUTH ORCHARDS June 12, 2017 The percolation tests have been performed on the site by Landmark Engineering Geo Technical, LCI, Report No. LP05057. Tests result showed a percolation rate of 13.0 gals/hr/sf or 20.8 in/hr/sf. Per City of La Quinta standards, 2.0 inches per hour will be used. A City of La Quinta "deep well percolation well system" will be installed in the retention basin. ( see attached drywell detail in appendix). The site Runoff Index number of the hydrologic soil cover complex, for the pervious area (AMC II), is RC 56. This is for residential landscaping on Group B soils, with 50% impervious cover from RCHM plat D-5.5. The basin storage is based on synthetic unit hydrograph analysis. See appendix for complete hydrograph print out including chart detailing the capacity of the retention basins for the lhr, 3hr, 6hr and 24hr events. HYDRAULICS The runoff from the site will flow down the Kiwi Court to a retention basin in the southeast corner of the site. Should the retention basin for the streets overflow, water will drain south and east towards Madison Street. Rational method hydrological analysis is used for flow rate estimation and related catch basin and pipe sizing. CONCLUSION 1. ON SITE RETENTION BASIN STORES 24,122.66 CF OF RUNOFF. ENOUGH TO HOLD THE 1, 3, 6, AND 24 HOUR STORMS THROUGH THEIR DURATION AND DEWATER WITHIN 24 HOURS. 2. MADISON STREET HYDROLOGY WILL BE HANDLED BY SEPARATE HYDROLOGY REPORT SOUTH ORCHARDS APPENDIX TM 33085 June 12, 2017 HYDROLOGY REPORT SOUTH ORCHARDS VICINITY & AERIAL MAP TM 33085 June 12, 2017 32 33 AVENUE 5o 33 34 T.5S. �i 4 4 3 T.6S. W Of VISTA clf� 1� Q c' N TRAIL 4 AVENUE 51 EVANGELINE a SITE LANE z - BETH CIRCLE �i 4 4 3 9 AVENUE 52 9 10 t VICINITY MAP N.T.S. Google i feet 6=� 300 meters �100 HYDROLOGY REPORT SOUTH ORCHARDS DRAINAGE AREA MAP TM 33085 JUNE 12, 2017 I OC'FtS U o G.' n II I �Ra k 1 °P� to — sD5v_ 3nra� 3Nl730WA3 ��Q Y60 J g n � ce rqar �p 1 IJ6 ns � o � r � 14 � NSl�n I Fdi{± aai aai -- aai � iFo �g GoIs Is �1 aat HYDROLOGY REPORT SOUTH ORCHARDS TM 33085 JUNE 12, 2017 SOIL CONSERVATION SERVICE MAP __-w— r SOIL SURVEY OF Riverside County, California I A Coachella Valley Area United States Dapartment of Agriculture Soil Conservation SeWi" in C00"ratlim with University of Calitorrfla J%gricuthwal Experiment Station RIVERSIDE COUNTY, CALIFORNIA 17 Figure I. --Calf eoursc in hood control channel (Fluvents). The swalr area is §ubject to periodic flooding and deposition. grass, cattails, arrowweed, and saltcedar, all of which has to be continually cleared so that the main channel can carry the anticipated floodwater. The present land use is flood control, wildlife habi- tat, and recreation. Capability unit VIIIw-1 (30, 31) dryland. Gilman Series The Gilman series consists mainly of well drained soils, but includes soils that have altered drainage where seepage from irrigation has caused a seasonal water table at a depth of 3 to 5 feet. These soils formed in alluvium. Slopes are 0 to 5 percent. Elevations range from 400 feet above to 230 feet below sea level. The vegetation is a sparse cover of low ereosotebush, hush sunflower, and mesquite. Saltcedar and arrowweed grow in uncultivated wet areas. Average annual pre- cipitation is less than 4 inches, mean annual soil tem- perature is 72' to 751 F., and the frost -free season is 270 to 820 days. Typically, the surface layer is grayish brown fine sandy loam about 8 inches thick. The substratum to a depth of 60 inches or more is light brownish gray, stratified loamy fine sand and loamy very fine sand with thin lenses of silt loam and silty clay loam. Gen- erally, the substratum contains many freshwater shells. The soil is moderately alkaline and slightly to strongly effervescent. The soil is moderately permeable. Available water capacity is 4 to 15 inches. The effective rooting depth is 60 inches or more. A seasonal water table is at.a depth of 3 to 5 feet or more. These soils are used for truck crops, citrus, dates, grapes, cotton, alfalfa hay, and recreation. Representative profile of Gilman fine sandy loam, wet, 0 to 2 percent slopes, on alluvial fans and flood plains, 1,320 feet north, 20 feet west of southeast cor- ner sec. 14, T. 6 S., R.7 E., SBBbf : Ap-0 to 8 inches; grayish brown (2.5Y 5/2) fine sandy loam, very dark grayish brown (2.5Y 3/2) moist; massive- soft, very friable, nonaticky and nonpfastic; common very fine roots; many small freshwater shells and shell fragments; micaceous; slightly effervescent; mod- erately alkaline (pH 8.2) ; clear smooth boundary. C-8 to 60 hiclies; light brownish gray (MY 6/2) erratically stratified loamy fine sand to silty clay loam; finer textures occur as thin lenses or strata V4 to 2 inches thick; dark grayish brown (2.5Y 4/2) moist; massive; soft, very friable nonsticky and nonplastic; many small freshwater shells and shell fragments; micaceous; slightly effervescent, moder- ately alkaline (pH 8.2). Common fine distinct reddish brown mottles at 34 inches. The Ap horizon is loamy fine sand, fine sandy loam, or silt loam in hue of 10YR and 2.5Y, value of 5 to 7 dry, and chroma of 2 to 4 dry and moist, The C horizon is loamy sand, loamy very fine sand, fine sandy loam, and very fine sandy loam and thin strata of silt loam and silty clay loam in hue of 10YR and MY, value of 5 to 7 dry, and chroma of 2 to 4 dry and moist. The soils are calcareous with disseminated lime and freshwater shells and fragments, and they are moder- ately alkaline. The water table ranges from 3 to 5 feet or more below the surface. esaP,_Gilmon loamy fine sans, 0 to 5 percent slopee. This nearly level to gently sloping soil is on alluvial fans and flood plains. it has a profile similar to the one described as representative of the series, but the sur- face has hummocks of fine sand 6 to 12 inches high in areas that are not protected and the surface layer is loamy fine sand in protected areas. Drainage has not been altered by seepage, and the seasonal high water table is deeper than 5 feet. About 8 percent of this mapping unit is included areas of Coachella soils, 5 percent Indio soils, and 1 percent Salton sails. Also included are small areas of Gilman soils that have a sand or fine sandy loam sur- face layer and some areas that have rills or gullies but no hummocks. Runoff is very slow. The erosion hazard is slight. The hazard of soil blowing is high. Available water capacity is 8.5 to 9.5 inches. The effective roobug depth is 60 inches or more. Flooding rarely occurs. The soil is used for truck crops, citrus, dates, grapes, and alfalfa hay. Capability unit Ille-1 (31) irrigated. GbAlliroman fine sandy loam 0 to 2 percent slopes. This nearly level soil has a profile similar to the one described as representative of the series, but drainage has not been altered by seepage and the water table is at a depth of more than 6 feet. About 3 percent of this mapping unit is included areas of Coachella soils, 4 percent Indio soils, and 3 percent Salton soils. About 4 percent is included areas of Gilman soils that have a loamy fine sand or sandy loam surface layer. In 30 percent of the mapping unit, the substratum is massive loam or silt loam, Runoff is very slow. The erosion hazard is slight. The hazard of soil blowing is moderate. Available wa- 18 SOIL SURVEY Figure 2. Sweet corn on Gilman fine sandy loam, 0 to 2 percent elopes. ter capacity is 9.5 to 10.5 inches. The effective rooting depth is 60 or more inches. flooding rarely occurs. The soil is used for truck crops (fig. 2), alfalfa hay, citrus, and grains. Capability unit Ile-1 (31) irri- gated. GhB—Gilman fine sandy loam, 2 to S percent elopes. This gently sloping soil is at the edges of the alluvial fans and valley fill. It has a profile similar to the one described as representative of the series, but drainage has not been altered by seepage and the water table is at a depth of more than 6 feet. About 4 percent of this mapping unit is included areas of Coachella soils, 2 percent Indio soils, and 1 percent Salton soils. About 5 percent is included areas of Gilman culls that luive a loamy very fine sand or sandy loam surface layer. Runoff is slow. The erosion hazard is slight. The hazard of soil blowing is moderate. Available water capacity is 9.5 to 10.5 inches. The effective rooting depth is 60 inches or more. Flooding rarely occurs. The soil is used for truck crops, citrus, grapes, and alfalfa hay. Capability unit IIe-1 (31) irrigated. GeA--Gilman fine sandy loam, wet, 0 to 2 percent slopes. This nearly level soil is on alluvial fans and flood plains of the Coachella Valley, It has the profle de- scribed as representative of the series and usually has a water table between 40 and 60 inches. About b percent of the mapping unit is included areas of soils that have a loamy fine sand surface layer, 5 percent Coachella soils, 2 percent Indio soils, and 2 percent Salton soils. Also included are small areas of a wind eroded soil that has fine sand hummocks 6 to 12 inches high and small areas of Gilman soils that have a loamy fine sand or sand surface layer. About 1 percent of the area has a 2 to 5 percent slope. Runoff is slow. The erosion hazard is slight. The hazard of soil blowing is moderate. Available water capacity is 9.5 to 10.5 inches. Depth to the high avatar table is 40 to 60 inches. The soil requires the drains for sustained crop production. 41 The soil is used for truck crops, citrus, dates, cotton, and alfalfa hay. Capability unit IIw-1 (31) irrigated. GdA—Gilman fine sandy loam, moderately fine Sub- stratum, 0 to 2 percent slopes. This nearly level soil has a profile similar to the one described as representative of the series, but the substratum is dominantly silty clay loam below 40 inches and the root zone has a slight accumulation of salts. About 5 percent of this mapping unit is included areas of Indio soils, 3 percent Salton soils, and 2 percent 5/12/2017 Precipitation Frequency Data Server NOAA Atlas 14, Volume 6, Version 2 Location name: La Quinta, California, USA* d �' Latitude: 33.676*, Longitude:-116.2525' Elevation: 19.57 ft** I " source: ESRI Maps %TV 'source: USGS POINT PRECIPITATION FREQUENCY ESTIMATES Sanja Perica, Sarah Dietz, Sarah Heim, Lillian Hiner, Kazungu Maitaria, Deborah Martin, Sandra Pavlovic, Ishani Roy, Carl Trypaluk, Dale Unruh, Fenglin Yan, Michael Yekta, Tan Zhao, Geoffrey Bonnin, Daniel Brewer, U-Chuan Chen, Tye Parzybok, John Yarchoan NOAA, National Weather Service, Silver Spring, Maryland PF tabular I PF graphical I Maps & aerials PF tabular PDS-based point precipitation frequency estimates with 90% confidence intervals (in inches)1 Average recurrence interval (years) Duration 1 2 5 10 �� 25 50 100 200 500 1000 0.064 0.099 0.151 0.198 0.270 0.333 71 0.404 0.486 0.613 0.728 5{r11n (0.054-0.078) (0.083-0.120) (0.126.0.184) (0.163-0.243) 1,0.215-0.343) 1;0.260-0.431} (0.307-0.537) 1,0.359-0.664) (0.434-0.875) (0.498-1.08) 0.092 0.142 0.217 7 0.388 0.477 0.579 0.697 0.879 1.04 10{nin (0.077-0.111) (0.119-0.172) i;0.180-0.263) (0.234 0.348) (0.309.0.491) (0.372-0.618) (0.441-0.770) 10 515-0.952) (0.622-1.25) (0.714-1.54) 0.111 0.172 7 F-03262 0.344 OA69 0.577 0.701 0.842 156 1.26 15{ttin (0.093-0.135) (0.144-0.209) (0.218-0.318) (0.283-0.421) I(0.373-0.594) (0.450-0.748) 1(0.533-0.931) (0.622-1.15) (0.753-1.52) (0.863-1.87) 0.161 0.249 0.380 OA97 0.678 0.836 1.01 1.22 1.54 1.83 30tnin (0.134-0.195) 1(0.208-0.302) (0.316-0.461) (0.410.0.609) I(0.540-0.860) (0.652-1.08) (0.771-1.35) (0.901.1.67) (1.09-2.19) (1.25-2.70) 60�»in 0.226 0.350�F--O.-53-2-]F--O.-69-8-- 11(0.292-0.424)1(0.443-0.647)11(0.575-0.855)11(0.758-1.21) 0.952 1.17 1.42 1.71 2.16 2.56 (0.189-0.273} (0.915-1.52) 1.08-1.89) (1.26-2.34) (1.53-3.08 ) (1.75-3.79) �2-hr 0.314 1(0.262-0.380) 0.463 Q0.386.0.561) 0.687 (0.571.0.834) 0.892 (0.736-1.09) 1.21 (0.965-1.54) 1.49 (1.16-1.93) 1.81 (1.38-2.40) 11 2.18 (1.61-2.97) 2.74 1 1 (1.94-3.91) 3.25 (2.22-4.80) 0.379 0.550 0.807 1.05 1.42 1.75jE6'1-Z8 2.12 2.55 3.23 3.83 3-hr (0.316-0.458) 1(0.458-0.666) (0.671-0.981) (0.862 1.28) (1.13-1.80) (1.36-2.26) (1.89 3.49) (2.28 4.60) (2.62-5.65) 0.500 0.719 1;0.600-0.871) 1.05 (0.873-1.28) 1.36 (1.12-1.66) 1.84 (1.46-2.33) 2262,74 (1.76-2.93)09-3.64 3.30 (2.44-4.5 4.18 1 (2.96-5.96) 4.95i;0.417.0.605) (3.39-7.32) 12-hr 6.603 1;0.504-0.730) 0.889 (0.741.1.08) 1.31 1 (1.09-1.60) 1.70 (1.40.2.09) -2-3-0-11 (1.83-2.92) 2.83 1 (2.20-3.66) 3A2 (2.60-4.54) 11 4.10 (3.03.5.60) 5.14 1 (3.64-7.33) 6.06 (4.14-8.95) 0.754 11 1.15 1.72 2.23 3.01 3.68 4A2 5.26 6.54 7.64 24-hr (0.667-0.870) (1.01-1.32) (1.51-1.99) (1.95-2.60) (2.55-3.63) (3.05-4.52) 3.59-5.56) (4.16-6.80) (4.96-8.79) (5.61-10.6) 2�ay 0.870 (0.770-1.00) F--15-4-71 (1.19-1.55) 2.02 (1.78-2.34) 1 2.63 (2.30-3.06) 3.53 11 (2.99-4.25) 11 4.30 (3.57-5.28) 1 5.14 1 (4.17-6.47) 6.08F (4.80 7.86) 7.49 11 (5.68-10.1) 8.69 (6.38-12.1) 0.932 1.44 2.18 2.83 3.81 4.62 5.52 6.52 8.01 9.28 3{tay (0.825-1.08) (1.28-1.67) (1.92-2.53) (2.48-3.31) (3.22-4.58) (3.84-5.68) (4.48.6.95) (5.15-8.43) ( 6.08-10.8) ( 6.81-12.9) 0.985 1.53 2.31 3.00 -4.0-2--j 4.88 5.82 6.87 8.42 9.74 4ttay (0.871-1.14) (1.35-1.76) (2.03-2.67) (2.62.3.50) (3.40-4.84) (4.05-5.99) (4.72-7.32) (5.42.8.87) (6.39-11.3) 1.04 1.61 2.43 3.15 4.22 11 5.12 6.09 7.18 8.77 10.1 7{tay (0.923-1.20) 1 (1.43-1.86) 11 (2.14-2.82) 1 (2.76-3.68) 1 (3.58-5.09) 1 (4.25.6.29) (4.94-7.67) 1 (5.67.9.27) 1 (6.66-11.8) (7.43.14.1) 10ttay 1.07 7 (0.950-1.24) F 1.66 7 (1.47-1.92) F 2.51 (2.21-2.90) 3.25 (2.84.3.79) F--4-.3-5-11 (3.69-5.24) 5.27 (4.37-6.47) 6.27 (5.08-7.88) 7.37 (5.82.9.52) 9.00 (6.83-12.1) 11 10.4 (7.61-14.4) 1.14 1,79 2.72 3.54 4.75 5.76 6.85 8.04 9.78 11.2 20�tay (1.01-1.32) (1.58-2.06) (2.40-3.15) 1 (3.10-4.13) 1 (4.02-5.72) 1 (4.78-7.07) (5,55-8,61) 11 (6.35-10.4) (7.42-13.1) (8.24-15.6) 1.19 1.90 2.92 3.83 5,16 6.27 7A6 8.76 10.6 12.2 30�1ay (1.05-1.37) (1.68-2.19) 1 (2.58-3.38) 1 (3.35-4.46) 1 (4.38-6.22) (5.21-7.71) 11 (6.05-9.39) 1 (6.92-11.3) (8.06-14.3) (8.92-16.9) 1.28 2.08 3.25 4.27 5.80 7.06 8A1 9.88 12.0 13.7 45�1ay (1.13-1.48) (1.84-2.41) 1 (2.86-3.76) 1 (3.74-4.99) 1 (4.91-6.98) j (5.86-8.68) 1 (6.83-10.6) 11 (7.80-12.8) 1 (9.09-16.1) (10.0-19.0) 60-day 1.35 11 (1.19-1.55) 2.23 11 (1.97-2.57) 3.51 (3.09.4.06) 4.64 6.31 (5.35-7.60) 7.70 (6.40-9.46) 9.20 (7.46.11.6) 170 -87--l-3-1-71 (8.52-13.9) (9.93-17.6) j 14.9 (11.0-20.6) t Precipitation frequency (PF) estimates in this table are based on frequency analysis of partial duration series (PDS). (Numbers in parenthesis are PF estimates at lower and upper bounds of the 90% confidence interval. The probability that precipitation frequency estimates (for la given duration and average recurrence interval) will be greater than the upper bound (or less than the lower bound) is 5%. Estimates at upper bounds are not .checked against probable maximum precipitation (PMP) estimates and may be higher than currently valid PMP values. (Please refer to NOAA Atlas 14 document for more information. aack to Too htip:lftidsc.nws.noaa.gov)hdsclpfdslpf[s_prir4m e.html71at=33.6760&Ion=-11&,2525&data=depth&units=english&series=pcls 1/4 5/1212017 Precipitation Frequency Data Server PF graphical PDS-based depth -duration -frequency (DDF) curves Latitude: 33.6760", Longitude:-116.2525' 16 T 14 12 ......... ....... -1 10 - ...... ...., ...... v c g a 6 _ 4 0 C C C C C L 6- L t- �, T T T T T T T T • t L t .0 L fu r0 M M M N M M 6 vM v �pp LA 6 A lD N N ft!1 n O N pp M R l0 ri Duration 16 14 12 a 10 C, c g 0 ,y ya++ 6 a 4 2 0 1 2 5 10 25 50 100 200 500 1000 Average recurrence interval (years) NOAA Atlas 14, Volume 6, Version 2 Created (GMT): Fri May 12 17:35:30 2017 Back to Too Maps & aerials Small scale terrain Average recurrence interval (years) — 1 2 5 10 25 50 100 200 500 1000 Duration 5-mm — 2-day — 10-min 3-day I "in 4-day 30-min 7-day 50-min - 10-day 2-fir — 20-day — 3-hr — 30-day 6-hr — 45-day 12-hr — 60-day 24-hr http://hdsc.nws.noaa.gov/hdsc/pfds/pfds_printpage.html?lat=33.6760&Ion=-116.2525&data=depth&units=english&series=pds 2/4 5/12/2017 Precipitation Frequency Data Server FfOWER � h'tA1N � ti m r C VI Coach • �e Iii;iea•.ti.�� faladl:.r."� I -a ❑uinta i Club i Mnil :i Augustine l l Reserv— Urn 2{nl Larne scale terrain Lancaster Palmdale Olhrtnrville • Lake Hav A0lg�es' ath �rzaheim CaflredtalCit}�S Ana Palm ❑ e:prtIL io cr t [earl:ldc C:.r f San Diego 100km w _ _ PllexEcal� a 80m1 lidn l.�R it Lar a scale map f:+Le El" nLancaster Lake ante OPalmdalera�O Have ,ladtaRix O4 pI Ctly F»ar $nmr.f4M41g9lB9'lve►side Cathedral ohp �Anabelrn — - acha cSnnta Ves I00km B mi F Large scale aerial http.Liftsc.revs.noaa.govlhdsclpfdslpfds_printpage.html?lat=33.6760&Ian=-116.2525&data= depth&units=engllsh&series=pds 314 HYDROLOGY REPORT SOUTH ORCHARDS CATCH BASIN & PIPE SIZING TM 33085 June 12, 2017 HYDROLOGY REPORT TM 33085 SOUTH ORCHARDS June 12, 2017 Rational Method Hydrology Analysis Per the City of La Quinta Public Works Engineering Bulletin 06-16 last updated October 28, 2015, the rational method should be utilized for flow rate estimation, catch basin, and pipe sizing. Q=CIA/Kn C= dimensionless runoff coefficient I= rainfall intensity (in/hr) A= drainage area (acres) K„= unit conversion factor equal to 1.0 in US units Casphalt=0•70; Cresidentlal=0.40; Aasphalt=0.74 AC; Aresidential=3.61 AC C=[(0.74AC*0.70)+(3.61AC*0.40)]/4.35AC = 0.45 I10=2.23 in/hr ; Ia,00=4.42 in/hr (NOAA Point Precipitation Frequency Estimate) Qlo=0.45* 2.23 in/hr * 4.35 AC = 4.37 CFS Qloo= 0.45 * 4.42 in/hr * 4.35 AC = 8.67 CFS Interception Capacity of depressed curb -opening inlet Depth of flow at curb < height of curb; therefore use WEIR equation: Qi=Cw(L+1.8W)d1.5 CW=2.3 L=Length of curb opening = 4' W = Width of depression = 3' d = depth of flow at curb = 0.26' (for 100 YR Storm) Qi=2.87 cfs Capacity of Storm Drain Pipe Manning's Equation: Q = (KQ/n)D2.67Soo'S KQ=0.46 n = Manning's Coefficient = 0.013 for RCP D = diameter of pipe = 1.5' So = slope of energy grade line = 0.0069 (See Appendix) Q=8.68 cfs 1 CATCH BASIN - STORM DRAIN DESIGN PREPARED BY COACHELLA VALLEY ENGINEERS DATE: 5/12/2017 JOB #: 15129 PROJECT: SOUTH ORCHARDS BY: RKF PIPE GRATE NET DIA.(IN) Q1O(CFS) WSEL10 OPENING OPENING STORM DRAIN LINE: "A" (FT) 18 4.37 507.95 2.00 1.:m PIPE VELOCITY: V=Q/A Q= 4.37 V (f s)= 2.47 HV=V2/2G= A= 1.77 EXIT LOSS AT GRATE: 1.1HV 0.104 LOSS AT DS END OF PIPE: 1.2HV 0.114 STORM DRAIN LINE DESIGN LENGTH OF PIPE(c) 31.50 MANNING'S COEFFICIENT(N 0.013 Formulas: TYPE OF PIPE RCP S_ ff Q x n 2 P /7x-,) J K' 0.463 Hf= Sf X L S f 0.0017 _ Hf 0.055 HGL AT UPSTREAM END 508.22 DESIGN FOR CATCH BASIN OPENING WIDTH (W)(FT) COO H/h 0.31 CURB HEIGHT (IN) 6.00 Q/L 2.50 DEPRESSION ON) 4.04) MIN OPEN. (FT) 1.75 DEPTH OF FLOW (H)(FT) 0.26 USE OPENING (FT) 4.00 HEIGHT OF OPENING (h)ON) 10.001 SUBMERGED? NO TC AT OPENING 1 512.03 TC>HGL? YES 0.095 CATCH BASIN - STORM DRAIN DESIGN PREPARED BY COACHELLA VALLEY ENGINEERS DATE: 5/ 12/2017 JOB #: 15129 PROJECT: SOUTH ORCHARDS BY: RKF PIPE GRATE DIA.(IN) Q100(CFS) WSEL100 OPENING STORM DRAIN LINE: (FT) 18 8.67 L 516,64 2.00 A (Cross Sectional Area of Pipe, so 1.77 V (Pipe Velocity, fps) 4.91 Hv(Outlet Velocity Head) 0.374 Ho (Exit Loss at Grate) 0.411 Formulas: U— Pipe Loss: 1.2Hv 0.449 A v2 _ Hv 2g STORM DRAIN LINE DESIGN Ho= 1.1Hv Ho= 1.2Hv LENGTH OF PIPE(1) :31.50 Qx n z MANNING'S COEFFICIENT(n 0.0 13 st �'1 � TYPE OF PIPE RCP Hf=SfxL KQ 0.460 S f (Friction Slope) 0.0069 H f (Friction Head Loss) 0.218 HGL AT UPSTREAM END 511.12 DESIGN FOR CATCH BASIN 0 OPENING WIDTH (W) (FT) 4.00 CURB HEIGHT ON) 6.00 DEPRESSION (IN) 4.00 DEPTH OF FLOW (H)(FT) 0.26 HEIGHT OF OPENING (h)ON) 10.00 TC AT OPENING 512.03 H/h 0.31 Q/L 2.50 MIN OPEN. (FT) 3.47 USE OPENING (FT) 4.00 SUBMERGED? NO TC>HGL? YES NET OPENING (SF) 1.38 HYDROLOGY REPORT SOUTH ORCHARDS TM 33085 June 12, 2017 KIWI COURT STREET ANALYSIS s v CU; A M X i. o — V O 0 n�Z v % � v+ N I O U U 4w~ -- + Alt biJ ti a Y p' d W C .a is ul O cn 0 m � Co Z id �. OU o v v o � w r w q a0il O Q. a GL a, O cr w � c� .� by �� u• bOA 6d O Gl IN 4. N cYd O p . � N '" o U (U O '•F ^ u O a U O Z1 H N w L C v `� a,)U v 4-1y 4 aJ v 14 4.+ r o�H c ti V c LN y . O u r O ¢• ry a � �n/�• WWWD � ..0. '� �"' O � ui � 4�� c4 I-•�•1 w. w U N O Ip i en In c m v o cr. cr y N 0 0 0 _ v a] b0 �+ D U �cbyQyp `s r � CI] F. H ob � m v p v 5 II II II II II �+ Ho ��Caaw 1>1 w HYDROLOGY REPORT SOUTH ORCHARDS TM 33085 June 12, 2017 BASIN STORAGE CALCULATIONS 0 E rn 0 o` 0 N LD m N C o a' m o al o � a w c y O W Y vo o E o _ p N O Cn Si _ o E ir L 0 a E o a `o d $ o E o a d S L E s N Q E o �i II L L O N II j �>a rl zaQQ o 0 0 0 0 0 0 0 0 0 o S S S o 0 0 00 0 0 0 0 0 0 00 0 3 c o 0 0 0 0 o S o 0 0 0 0 o S S o 0 o S o S o 88 o 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O > pp pO y� mm I� to R. m m rn 2 W m Oro am0 12 ONO O00 I� R pb p pQ ]I� cc{T 8 O P Q 00 DO O N b p] .[rni N O rn O M M O M N ami m W E _� M W O N < - m - - - - - V ' v 1T I� � m M r .O Q� W (O O 'ct rn r i m O Soo rnmmMiamrn W co c�loml�.nv ornl� v,M�rn c o�000 ro.ri � r� e6 oc�i----- vvvvvu>u�In .n u�-u�.n In min .n �n u�.r'i In In v>.n m a d a 0 0 0 0 o N M a rn W o o N m m M Ir rn m m M m N O 0 0 0 0 0 LO r r l[) N 4-i W V' W N r N I� N V O r R r L1� C ....0 O 6 r n N I(j � rn0 � W O (V Oi OO 1� � CO O O S (MO r E N E - S S S S S S S S S S S S S S S O S S O S 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C] 'O O N N CN7 T� M N � � c O m ONE d 0 0 0 0 E SSSSSSIm M QrnNrnMn N E(. . .(b Lq aIrn� a) 02 oR OO Op � In R R R U O �I Op vM I � cn o� Ori m-- Ori Qi O r Qi m a m ai Oa l0 M 6 I,: L6 fV ai c6 V OO Lzi gi O 1� V 0 O V- S 0 0 0 0 0 0 0-- o rn rn rn rn W r r r r m m-- YO Q> N M M M M M M M M N N N N N N N N N N N N N N N N N co m u> .n u> .n In In In In . v m io i� l� r l� r r r l� rr-------n n------r r r r tV (V CV (V CV cV (V N N N LV (V CV (V (V N N N N N (V N (V (V a� M E m N N N m m N N m N N N N N O a N rn m rn m rn m rn m rn m rn m m m m rn rn a rn rn m rn m m . rn � r r r� r� r� r Ir I2 r r r I2 ri r ri ri r In r I� r � �� rn m m rn m rn m m m w m rn rn m rn m rn rn rn rn Inrn rn m T m m w m rn K d S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S O a M O O O N M u�I� (AR O I� � S O O O O O O O O O O O O O O O O S O O `V' ON OD m r M O S N N O O O- O O O O- G-- O 0 0 0 0 0 0 o N M V rn M ^ rn N M rn O rn r O V S r O S S S S S- O S S S S S S O S S S S S 3 U (r0 OOO O th m rn N t+Nl m Ij O O O N M M rn .l') 00 O a> O O O O O O O O O O O O O O O O O O O O O V 0 0 0 0 0 0 - 0 C O O O O O O - G) 0 0 0 - � p p S S S S O S O S S S S O S S p Z O E E O N N Cm7 tW0 O O O O O S S S S O S S S S S O S O 0 0 0 0 O' O' O O O OO O CJ OJ g O O O O O CJ O O O O O O O O O O O C] 0 0 0 W � d' rn¢ Q¢¢¢¢¢¢¢¢ M o 0 0 0 0 0 d o o d o o d o c d o o d d o 0 0 0 0 0 0 0 6666666icmi6 6666�666666��66��6cs6c� 0 0 0 0 0 o d o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 r N O O N O 4'1 M r E p p S S 00 S S O 00 S 00 S S S O S O O O S C o � o 0 0 0 0 0 0 0-- o 0 0 0 �o 0 0 o O o 0 0 0 0 0 0 0 0 o O d r m rn W M V m M m N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 E E �-iv uiv�l�ad ��ccv C m o o a to o�o.no lno lno --o.no--------o.no N o.no YJ 0 0 � � N N M M� R .O .O 0 0 0 0 0 o O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o c o 0 0 0 0 o c c o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o c c o 0 0 0 0 0 0 0 0 o c o 0 0 0 0 0 0 0 0 0 0 0 0 1p 1p i0 l00 in In R V st R V M M M N N M M M M S N N N N N N N N N N c o 0 0 0 0 o c o 0 0 0 0 0 0 0 0 0 o c c o 0 0 0 0 0 0 o c o 0 0 0 o c o 0 0 o c c o 0 o c o 0 0 0 0 0 0 0 0 m�Mro�cm�oao rnN�No W moma�ovcN�pr��pp�u"g:'tmrnv���(jRcq,�u°DQ�-q10 IRmIR -Z ;t`..v < O M O N M M cN9 M m S N N N N N N N N N N N N N N N N N N N �O O S T O M M M M M }} cp uI M N O�� cq R M O W I� �� N} CO W c00 lt� N N � W cQ c7 N a0 GND cq u V N QOi V N O OOD r O V N O Off] c0 [Li cU % [O 4'f u) u) u) lc) o m s a l!J -a cm ccM'1 clMO cm m N N l+N') N � ch u) O iA cn u) la- h S N S N u) L() u) 11ppS 4"I u) u) tc�p Gp R N N 2 V 11 I2 S N rZ O pV CMD pNp c00 f0 n M cA N 0�1 c^^O R N O 0�0 I� t0 V OVp V R 1m lD t^� GOD O N V lrD N cm S N l0 N � O QMi W I� O T OMi ONi � � 0 0 0 0 0 0 0 O) m O N S S O S S S O S S S S S S O O O S S S S S S S O S S O S S S S S S S S S S O S S S S S S S S S S S O S O S O O c o o c c d o o c c o c c c c o c o 0 o c o c c o 0 0 0 o c c c o 0 o c o 66 o o c c o 0 o c c o c c o d o c O) 1� cA M c1 OD O N S 1� N m cm0 N O W N lN0 R01 N O N OMD R N �� n m V CI N O S GOD N S cm < ci N O V A T f- O M O tD R V C2 M N M M cV cV cV cV cV O O O O O Qi Of Cn T T O) Ql CO CO Ca W W CO CD G6 r - - - - - - - - w w N r S N cA - S N N n O N cn O N O N O N O M lD O W OD m M C O^ 0 0 ONO pri GNp 0 0 N V cD c0 m O — p Op O O O O^] W 000 W N r r I� c00 c00 c0 c(rJ ccj 2 S V V V< ttOO� c2 M RM s2 N N N N N N N N N N N N N N N N N N N N N N N (p er � p p �� pp � `- `-' � � pp n n n r N n�� n n ^^ fi n Iq lD lle 1p ca) M m N M N N N N O O O S N N S O 00 m - N - - N N N N N N N - N N N N N N N N - - - - - - - N CV CV cV <V N N N N cV cV cV cV cV cV cV cV N CV tV CV CV . . QN N N N N- N N N N N N N N N N N N N N N O O O M O GD O V �;-,-� O O O O O � N M- 8 r--� V I I N D3 O) N 1 8 � O'l O O) m O m O Ol c� a� Q� Q� O) O T — O - - - - � 1� can N OO I� cD V rn mwrn�r'��r' 129' w a2i 22 �o-- -- -- ^i rn�-''o--- -- -�°r t: �loa t-- `22 ccli oo umi uoi �`�'�a�r �t ;i;tv vv`y�' S g g S g 8 S S S S S S4i $ 8 S o$ S S S S 8 c4 g S S o S S 8 S 8 g g S g g o S S g g S 8 8$ 8 b S S S 8 S S c c d o c c o c c o 0 0 0 0 0 0 0 o c o c o 0 o c c c o c o 6 c c o 0 o c c o o c o c o 6 6 0 0 0 0 0 6666 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o c c c o c o 0 0 o c o 0 o c c c o 0 0 o c c o c o 0 0 0 o c o 0 0 o c o c o 0 o c o o c o o c o 0 o c 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 SSSSSSSSSSSSScSIR qSo-SSS BSoSSSSSSBSo$SoSSSaStlSSSSSSSSc� 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c o 0 0 0 0 0 0 0 0 o c c o o c o 0 o c c c c o 0 0 o c o 0 0 0 0 0 0 0 0 0 o c o 0 0 0 o c o 0 0 0 0 0 0 0 0 c o c o 0 0 0 6 c c c c o c o c o 0 0 o c c o o d d o o c c c o 0 0 0 o d c o o c o 0 0 0 0 o c o 0 o c o o c 0 0 0 o c o 0 0 o c 6 c o o d c d o o c c c o o d o 0 6 0 0 0 o c c o 0 0 0 0 0 0 o c c c c c o c c c d o o c l�cm6c=;6G666c;C;C56666i i6G�Slyi.6dl66666666d66666lyi.6cyi.66666 0 0 0 0 0 0 o c c o 0 0 0 0 0 0 0 0 o c o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o c o 0 0 0 0 0 0 0 0 o c c osss$sggasssgsgssgss s�IRss oss$ssssss d c c o o c O c c c c c o c d c c c o o d c c o c o 0 0 0 o c o c o c c c o 0 o c o 0 0 o c c c o o c o c o c QO O Qo tl0[SO tl000 0 GC}000PPPP QoaC�CJ006GP ?Q Pa O OOO OOfl OOC]PQQ QQOQa ci R R N LP O O N N ch In R V In Lp O ON M M V< cA - O ON cV cV CV ih N M l7 lM l7 M c7 M M M M � R R < V - <f R � � R 4 . 4 iA iA u) - 4 u O O l!') - IG w l6 tG lD l0 tp c0 lC (O cD cC A I� 1� n 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 gq o d 0 0 o Q o 0 d 0 0 0 0 0 0 0 0. o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 d d d d d d d d d d d d d d o d d d d d d d d d d d o d d d d d d d d d d d d d d d d d d d d d d d o d d d d tr o - oI o o o 0 S S S S S S S SSSSSSS8 SSS8SSS S S S o o S o S o So0000 o S 0 0 6 6 0d d d d d d d o 0 0 e 0 0 o d d d d d d d d d o i0 m R S I� tp S N 92 R O O N W CO P O [O V to O N N m V(RV S S S S O S S S S S S S SSSSSSSS S S S S S S S S S SOSSSSS P CS- d d d d d d d d d d d d d d C O O O O O d d0d d d d d- O d-- d d d d - OO tr0 N O GOO � cq� M N OOi cIR � ttq C�7 O S S S S S S S S S S S S S S S O O O O S B O O S S S S S S S S S S S OO OO tD a0 tD 00 W I� tD lD t0 tD f0 t0 O d d d d d d d d d d d O O- O d O d d d O O d d d C d d- C d d d d QLO MN W Sp '� }NQ 0 -tp�R. O S SSSSOSSOSSSSSSSSSSSSSSSSSSSSSSSS . . t0 oS S yy M M M--- d- O C O O d--- d 0 0 0 d O O O- O- d d-- O O C- d d- O S S S S S S S S O O O O S S O S S S S S S S S S S S S S S S O S O S O O O O O S O O S S S S O O O S S S S S d d d d d d d d d d d d d d d d d d d d d d d d d d o c o 0 0 o d d d d d d d d d d d d d o 0 o d d o o d o d - O N - - N - - M - O S O (T oR r fD In M N N O to oR W I- tD Lq V' M N N �- O aJ tT oR1� 1� (D LQ�� T N N O S 00 Gq I: I� t0 t0 LqV M M tp t[l tt7 In V < 'cF •y < V R V th th C7 m m- m--- M M M M M— N N N N N N N N N N N N N N S Lq� Or N- W S W N t00 tq(p VLq T T aVGpp O l� I� M QMf IN^S OO 4� N N Vim' C^'1 N 00l iD tlip'J V M M N N N N N In tD tV O O O O O O O T Ori O� O> T T OOD G� OHO N� m OO Im ^ ^ S S - - t0 - - - N N - � - � - - W ^ S 'R . (O O t0 .� to R R R R R 'n 'n M S M S N N N N N N N O O O O O O S T T � . R oR a0 M W W O �O N q W li') N OM) cq V a! rD Lq M N O� W r tN0 R M M M c07 M M� S � u�^ t(D r W� O N M �(M1 r,% N O fT r t0 4 M _ d m r tG V M N O (h m t0 M O (T tD I� � I S m m m � OWD ar0 m m� S NN m M M N tV N N N N N ; 0 0 0 0 0 0 0 0 (P O m S O O S O O O S S S O S O S S S S O S O S S SSSS S S S S S S S S S S S S S S O S S S S S 8 8 8 8 S 8 S S S 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S c o d d c o 0 o d d d c o o d o o c o d d d d d d d d d d d d d d d d d d d d o o d d d d d d d d d d d d d d S S S S S S S S SSSSSSS S S S S S S 5 S S S S S S S S S S S S SSSS S S S S S S S S S S S S S S S S S 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 d o o d d d d d d d d d d d d d d d o 0 o d o d o d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S 8SS8SS8SSS S8S8S8 SSS8SS88$Soo8SSS8 S S 888888800 S 88 S 8888 d o d d d d d d d d d d d d d d d d d c d o 0 0 0 0 0 0 0 o d d d d d d d d d d d d o 0 0 o d d d d d d d d o 8 8 8 8 8 8 8 c4i S S S S 8 8 8 8 S 8 8 8 8 8 8 8 8 S S S S S S S S S S S S S S S 8 S S 8 8 8 S S S 8 S S 8 8 8 d d d d d d d d d d d d d d d d d d d d o d o d d o 0 o d o o d d d d d d d d d d d d o o d d d d d d d d d o o d d d o d d o 0 0 0 0 0 o d d d d d d d d d d d d o o d o 0 0 0 0 0 0 0 0 0 o d d d o d d o 0 0 0 0 0 o d d s gsgsossgC= $q g$0000so$ 0000sgsssgsg$ s s o d d d d d d d d d d d d d d d d d d o o d o 0 o d d d d d d d d d d d d d d d d o 0 o d d d d d d d d d d d d O O G P O G G O O O O O P 0 O G P O O P O C P P o 0 0 g O p O G P O v g Q v O C n C O G G O 4 4 0 0 0 O 0 0 0 0 N N to LP O O N N M R S tt'1 0 0 N N- M< V-- O O� � N N S M� n-- SIG --- ---- - m of O fP (T O fT � O M O) Ol � O O O 6 6 O 6 6 6 C G 6 S0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 00 0 0 0 00 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o S S o g 0 0 0 0 q q q q 0 0 0 o 0 O o g 0 g q 0 0 0 0 q q 0 0 q 0 0 q q 0 0 0 0 q 0 0 0 0 0 0 0 0 0 O O O O O O O d d d O 0 0 0 0 0 d d d O O d O 0 0 0 d d O d O 0 0 0 d 0 0 0 0 0 0 0 0 0 d d d d d d d d d d d S S S S S S S S S S S S S S S S S S S S g S S q q q S S S S S S S S S S q S S S S S S q S S S S S S S q S S S 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 S S S S S S S S S S S S S S S S S S S S S S S S S S S o S S S S S S S S S S S S S S S S S S S S S S S g S S S o d d d o o d o d d o d o o d d d o d o d d d d d d d d d d d o d d d o d d o d d d d d d d d d d d d d d d d S S SSSSSgSSSSSSS S SSSSSS S SSSSSS SSS d d d d d d d d o d d d d d d d d d d d o d d d d d d d d d d d d d d d o d o 0 o d d d d d d d Is d d d d d d S o S S S S S S S S S S g S S S S S S S S S S S S S S S S S S S S S S S S S S S o 0 0 0 q 0 0 0 0 0 0 0 0 0 0 d d d d o d o o d o d o d d d o d d d d d d d d o d d d o d d d d d o 0 o d d d d d d d d d d d d d d d d d o S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S d d d o o d o d d o d d o o d o o d d d o o d o o d d o 0 o d o 0 0 0 0 0 o d d d d d d d d d d d d d d d d d - O � :- N n M S O l I M Ol n M M lA O N O I� M O- M O- M O 1� W O 1� a m- N 0 I m M O N N N q q Q) O �� n (O (D un h V M M M N N 0 0 0� O� W CO I� n (D (O f0 u' (n V V' V V (7 (7 M N t m- -- O - V (OD W O N --�j OD ��-- N lND Op � u') V r O M (O N N (MO S M (q O� W N� O V:cR N I� . (00 O� m� QNi � OOi � M N O Oi Ofj I� r (d 0 g m (J CV � d N Od c3 I� Cd (d `? CS (� (V � O C Qi OG OD � � (� � � � V M (V (V � � O) T T Q� QOi OOD 00p Nr ODD m m m S N N n n n Oi Iq (00 (OD (r0 (00 (IO ((D i. F. (NO (D ( . u m Lq 1q LQ (lam') . Lq � Lq � N S d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d o o d d o d o 0 0 o d d M M N W P M N I� O- O- N Q1m� n M W OD O N c} (O O O N m m M (D O M I� � m M I� N O QI V M w M m M OO M aq pM OO M � Op C VCpp O OOpp In (O (N(pp ad Oa I-� (U l() tMD tNp tp ip (00 N N. m 'g �g L (A R R R V R R Ld R i V Cj t0 (O (D tp (O p S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S O S S S S S S S S S S S S O S S S d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d o d o o d d d d d d d d o d d o o S S o 0 0 0 0 0 0 0 0 0 0 0 0 0 o S S S S S S S S S o 0 0 0 0 0 0 0 0 0 o g q S S q S q o S S S q q q S q S d d d d d d d d d d d 6 d d d d d d d o d o d o d d d d d d d d d d d d d d d d d o o d d d d d d d o d d d d 0 0 0 0 0 0 0 0 0 0 0 0 o g o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 g 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 S S S S S S S S S S S S S S S S S S S S S S g S S S S S S S S S S S S c4i S S S S g S S S g E S S S S S S S S S d d d d d d o d d d d d o o d d d o d o d d o o d o d d o d d d d d d d d d d d d d d d o 0 0 o d d o d d d d SSSSSSSSSSSSSSSSSSBSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 � gq�g4q 5SYAAAAAAAAA�S(5S(A(�S(yiAAAAAAAAAAAA(yi(gi(AAAAi(�S(yiA(yS(AAAAAA(AA . . . . . . . . . . . . . . . . . . . . . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ���s����ssssgsgsssss�gggssosa������s��g�g�sass�s��g��$s 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 d d d d o d d d d d d d d d d d d d o 0 0 0 0 0 0 0 0 0 o d d d d d d d d o d d d d o d d d c o 0 0 o d o o d v vC+�]vvoovvpppRVC]P AOpppOOCJ u O vO APVOPvvo vopvOpo(� OOvcippOovO LL09 O O N N N N R7� 4� (I[ O O N N cO? - V -- 0 0N N S (7 tV <V <V (V (V (V (2 (V CV (V CV (V V M V M M M 12 M M M M M v a V � V v 'p V < K v vi In li') ll') LL') (n (i'i In 4") In (n (G (D fG id w id SSoSSSSSSSSSSSSSSoSSSSSSSSS`o 0 0 0 o c o o c o 0 o c o 0 o c o 0 0 0 0 0 0 0 0 0 0 0 S g S g g g g S g g g g g g g g S S S S S S S S S S S 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o c $gggggggg S,ggggggggggcQi,gggSgg 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �i BSSSSSBSSSSSSB$SBSS$$8$$BSS� 0 0 o d o o d d d o 0 0 o d o d d d d o 0 0 0 0 o d c a SSSSSSSSSSSSSSSSSSSSSSSSSSS ........................... 0 0 0 0 0 0 o G o 0 0 0 0 o G G G o 0 0 0 0 0 0 0 0 0 sssssssssssssssssssssssggss 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 M N N N N RR O S S S S S S S S O S S S S S pO O O O O O a Ot O O O O O O O O O O O O O O O O O O O O Q) � N O L S M O S S O S S S S O S . S S S O O O O O O O O O O . O O O � Opp O O O O O O O O O O O O O OD M�� n m� OD � O fD S S S S S O S S 0 0 0 0 0 uu�D. GGrrp�. Gp. M p� p� p� pQ� p� pM pQM pM pQM pM pM pM tpy pO pO pO pO pO pO pO pO pO pO pO pQO pO S S O S O S S O O O S S S S S S S S S S S S S S O O S 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o c o 0 d o d d d d o 0 0 0 0 o d d o d d o o d o d d o o d o ei g a gig HH§ 000000000000000000000000aoo� d 6g66�6ggg666666666666666666> 000000000000000000000000000> gsgggsggsggs666666666666666 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 cR-R G G C O O G O G O O O O O O O O O O O O GJ C= O O C O O O O O O O O O O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9 A G YG 9 2 8 212 �2 N N 2cLq V: It 47 I f I S O� � IN M t7 C 46 ip fG tLi iG t6 1L: [�- rL� t%: 1%� r-� � � � � � ep w w m m - - - - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o S o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 'E d d d o d d d d d o d d d d o d d d d d d d d o d d d d o o d d d d d o d d d d d d o d o d d d o d d o O > pppp O O O O O O O S S O 0 0 0 0 0 0 0 0 0 0 S O O S O O N M fM0 tN0 ip t0 t00 O') vWJ tN(l to S V V R R O Ul O O O O O 00 O N t d d o 0 0 o d d d o 0 0 0 0 0 0 o d o 0 o d o 0 0 o d d c o d d d d d d o 0 0 o d d o c d o d d d d o m m SSSSSSSSSSSSSSSooSSSrn� n'r(qcq cri CPu �riF'rmNi ..mmocjFjMo Woc� m fn > C S S S S S S S S S S S S S S S S S S S S M V V V a OWi m W n O S N O m rLjr� V N m OMD ttq cq N cW OND trp c d O G O O C O 0 0 0 C C O O G 0 0 0 0 0 C- N -- V V C d' 1M - S- S - S -- N m a � tffii tLf �fl IA IA a O,. O S S S S S S S S S S S S S S S S S S S S S N O O M N O O W t0 trD .. . N O� N fD O R OrD N M N R N o 0 0 o d d d o d d c d d d d d d d d d off' M O W Q' m m m rn rn rn m m m-- m- m m m- m Ql M M M M M M M� tON ttt7pp M M M M M M M M M M M M M M M M M M M M M M S S S S S S S S S S S S O S O S S S S O M N top N O N Lq O W N O O S O S S S S S S S S S S S S ?� V O O C G O O O C O C 0 0 0 0 0 0 0 0 0 0 tG M O t0 M lA W lD T tD r M N 0 0 0 0 0 0 d d d d d d d d d- O t0 tp M V tD v r� r to N O m r O VtOV CV Mt7 Sth RNRt0 Or I� �m NQi O0 SQl ST OOl StT SSQi SS!TSfT O{T IT t0 LCO Mt[ Lq cp (0 M T t[l cq GO l m Q1 m SG tD tD — — — — �� O — — — m u) c, r N r r W Cn r O t0 fD tT r r r r r r r rn r r r r r r r r r N m d� M 4') pO� fD N t Op t N� W N O 1[J �(J t0 iD R r� N O� O� Q> Q� T O� al T O tJf W O) O� W O O! O� N C r NR r O� Nv: I� `" N N V S S N M O N t00 O O O O O O O p mp O o mp O O O O O O O O O pWp� [ppO�� pMp�� Q OQ�� W W aN0 r I� tW0 tN0 N Q� N N N N N N N N N N N _ C< tWq S N N In' Wa� O N V I� n r n n r n r ^^ n ^ n r ^ n CC O O O O O tV tV tV tV tV (V tV tV tV CV tV CV CV tV CV tV N tV tV N CV tV tV CV tV tV t4 tV N tV N tV t i tV CV N CV (V N CV N �I o a a r r W tom Io noN to n tq mrn . .rnmrn .rnmmrn rnrn rn rn rn mmrn rn mmrn mmrnrn rn rnm mrnm rn rnrn 0 O Mp �-- W O W�{ r fD tip- r N O OO M M R fp ^ W S O N M < � � � � � $2 .2 .2 � � � Qri In Qri 9.2 $2 � $2 O2 Q2 � 912 c � 12 � �� T pp QQ pp pp pp pp pp pp N U S S S S S S S S S S S S S S S O S S S O S S S S O S O S O O S O O S S S S O O O O S S O S S S S S O O S Ya a rz R R m Q1 O� N O> N N N Lq tr�J cc! tr�1 S� S N n N� cc! OOI cq O� T T S S O S S OO S S S S S S S S S S d O fT U r NO>WM f0V' W t��� � W OR W t0 ----- o - d N d d d d d d O O O O O G O S o LL > W O R< R r v r r V N r (p- (p- (p- N W- M W- O- W O LL') N O� N M M N N r r- pp -pp 8 O8 pO OpO O O O O pO Opp O pO Opp pO Opp 8 O8 8 O8 O OOp Op 8 O8 U 0 0 0 0 0 0 0 0 0 O O O O O O O O O M N N OND N N C O O O O O O O O O S O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 0 0 0 0 - O N N M - d d d O d d d d d d 0 0 0 0 0 0 0 0 0 0 lL d' pppp tp WW fT M Obi O r M M M N O u0i 0 tl0 N O N M N M S S S S S S S S S S S S S S S OD t0 O� tT SEES S S S S v O C d C C O C C 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 d C 0 0 0 0 [7 0 0 0 0 0 0 C 0 0 0 0 0 0 W K t0 tp W W W N N W m N W W W N p� N Q z¢ Q Q z z z z z Q Q V N N r p p p N N N N N N N N M M N M N N N O O O O S S S c d d d d d d d d d d d d d d d d d d d z z z z z z z z z z z z d d d d d d o 0 o d d d d d d d d 666 tY. N N N N N N N t+� N N N N N N N N N N N N N N N N N N N N N N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 d d d d d d d d d d d d O d d 0 0 0 d d d d d d d O 0 0 0 0 0 G O 0 0 d 0 N N E 0 6.1 J C tD t0 T O M T M M Q� O M W W W 4'l tM V m V N� fOtl ci S S u! cq OWO T O ^ N N N O S S S S SSS S S S 0 0 0 N N N N N M t�7 C N � E � L C E to tfi W N cqW to cq cqN N N N W r r M O) M N Ln Ih cq M N cn N cq W t0 O O O O O O O O O O O O O O O O -- N N N-- M M N C yp a p p p p pp pp pp pp p N O N N to MIt IA N O O N N M t7 O R In 1! 0 0 N N f+I M< V L[) 1q 0 0 N N t7 In V IA 1p 0 0 N O O O O O O O O O O O — — — — — — — — — — — — N N N - - - - - - - - - to - t7 = E M H 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o S o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V v V M W M m M A M M M M M N N N N N N N N N N � W � to � � It � � � F 0 0 0 0 0 9 9 O O O S O O O O S S S S S 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O O O O O O O O O O O O O O O O O O O O O O G O O O O O C O� v M li W M ONi [WO LLu' LQ n O R O r C'S IfJ IR m M c WV N N N � p N M M M V N S M N � m � O m t00 N S O S S S O S S S R O 00 tp ; N O- I� t0 `� 3 O- O M O � O h� M O YM'1 O M O N O O � 0 � t;� 1� N� O Op A� V' � I � 0 0 0 0 0 0 0 0 0 - S r--- N- R V M M N N � � O O W m W W I� n------ M M N N � � � — . � � �------- M M v O t0 N W O N c u V N O OWO n W v Ci N O S W (O N O cR� cR M Ci N '- OWi W r S WV M S S S S S S S S N � O CO O uNi��uNi in in����in uoi uoi voi uoi uoiu--- vvvv- avvvvvvvvvvvcvvavvvvv00000000 OD f00 W O W 1� lD t0 OW OC� W ON p�}} N ON� MO.ONma{ W- MNOSS O O O O Or r (Q `2 m M M M M M M CWJ M M -M M M M M M M M M M t+l (h th M c7 C"l O S S O O S O O O O S O S S O O O S S S S S S S S S O S O O S S S S O S S S S S S S S O O O O O S S S S S S S O O O O O O O O O O O O O O O O O O O O O O C G O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N O I IIQ v 1� M M O 00 O N O S M Q� � V N O W (NO m N O M OMO � W[1 R �- N cii W MZS INA v C. N O OOi aD � cjR In v V v �'V" M M f2 M M N C2 N N N Z O O O O O O> Oi Qi Oi O; Oi --- W- W w W 00 I - n- n r r- r tO t0 (O �O tO t0 N QWi N R S N O S iA ONa)�ONO Mq Mm M OMVRRM [O V cM0 (00 V V M f��l M fO�l ^ N N O W M O O O O N M M m r (WO tW0 W N M M R R R C2 � m M M m N N � 4') �A YJ In uJ lfi l('i N O] f0 M O 1� N T W M M n - - - n - - n n I � - I � - - - - - - - - - W - - - N � cNi V � - M M - N N N C'y � O O O W CV CV CV fV (V fV (V CV (V CV fV (V (V fV N N CV N N (V N N (V CV tV tV CV (V (V fV CV tV fV N c.T N�(V N N N CV' tV tV (V N fV N N (V N (V N (V - - m w tS O ci f 6 i m ;g,0- �; O v - mmwmmrn rnrnrnrnmrn rn 9? 9? 9? 9!mwwm WWWW t: � ��cRm�2toIininv v tV O vvv S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S 6- 6 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 0 0 0 0 0 0 0 0 0 0 6 0 0 0 6 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o c o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o c o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 S g S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S o6 S S S S S S S S S S S S S 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 S S S S S g S S S S S S S S S S S S S S S S S S S S S g S S gi S �i S S S S S S S S S S S S S S S S S S S S g S S S S S S S S S S S S S S S S S S S S S S r. S S S S S S S S S S S S S S S S S S S S S S S S S cQi S S S S S S S 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 0 6 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 SBSoSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSBSSS.q....o000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o d o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 6 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o c o 0 0 0 0 0 0 0 0 0 0 0 S S S S S S S S O S o S S S S S S S o 0 o S S S S S S S S S S o o S O S S S S S S O O S O O S S S S O S O S S 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o c o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 H O C C O O d 0 0 6 C d O d 0 0 0 0 0 4 0 P O v v v O o 0 o d d v v v 0 0 m C d 0 C G G a G O O G= G a C v 4 N t`O'), R R O IAA O O N N O t7 O V N I 0 0 N N M M V< N LP O O N N (7 M R I'O') v vvvvvvui �n Sri ui vi ui vi ui ui u-i ui vi �c �c ono �<c [O w w t W W e --------r--i6- —m6d cd do -mho- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S 6 6 6 0 0 0 0 0 0 0 0 0 0 0 06 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o d o 0 0 0 S S S S S S S S S S S BE S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o d o 0 0 0 S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S 0 0 o c o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o c c o 0 o c o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ----------------- S S S S E E S S S S S S S E S S E S S S S S E S S S S S S S S S S S S S S S S S S S S S 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 o c o 0 0 0 0 0 0 0 0 0 0 0 0 0 CJ N O) - O N M - - M Ol N � V - O - - r - N N I� O M - - N h - N - - - N O - O A OO N l2 O � - M - N (D O O O a) 0000 O � O O OO I� IA N N l O OO I- r t0 N OO ) OO OO I- t0 f0 t0 tLl ([) Iri 1+pp> f4�> IC�V (V fV fV (V O of O LI") r c N N 00 h m N (zC O W N R O I� M OMi N m N N l� M N O S l0 In N fD t- OD O) '- M - I� pWp tp N N N OO (2 � OR O O O O O S m m N ONi m S m m m ONO W n r r0 g--- (O tND f0 N N 2 m OMi. OD mNN S W� n cq <r0 cq i0 i0 (OD �'Y S Vm Vr < R< N M M M M C07 N N N N N N N . . t0 V M N O0 O S O (gypp N- 7 - - - - - - - - - - - - - - - - - - - - - - - N V m M OO m O �D N .. . ONO m N N- ,.--� M N O N- r fND pp ^V pqppp m� M M M [N7 M N [r7 N A M S N N N N N OV N c �2 � N O O O O O O O O O N N S c; O) Of OmO OO Oro E W ONO OD W I� O S S O O S S S S S S S S S S S S S S S S S S S S S O S S S SEE S 8 S S S S S E E 88 S 88 S S d c0 S cd o 0 0 0 0 0 S o 0 o 6 6 6 6 6 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o c o 0 0 0 0 o c o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o c o 0 0 0 0 0 0 o d o 0 0 0 0 0 S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S ci g S S S g S S S g S E S S S E S S S S S S S S S S S S o S o S S g S S g S S S g S S S S g g S g S 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 6 6 6 6 0 6 6 6 0 0 0 6 6 6 6 6 0 6 6 6 6 6 6 0 0 0 0 6 6 6 6 6 0 6 S g S g g g g S g S g giS S o S g g S S S S S S g S g o S g S S o 0 0 0 o S g g S S S S S . o S 0 0 0 0 0 0 0 6 6 6 6 06 6 6 6 6 6 6 6 0 0 0 0 6 0 0 0 0 0 6 6 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 A A A A A A A A A A A A A A A AAZ; A A A A Z% � ZS ;�;S Z� ;� ;� Z� Z� AZ� Z� g� A A A A A AZ% A AZ% A A A 0 0 0 0 0 0 0 0 0 6 6 6 6 6 6 0 0 o d o 6 6 0 0 0 o d d o 0 0 0 0 0 0 0 0 0 0 0 o d o 0 o d d 6 o d SSSSSSSSSSSSSSSSSSoSSSSSSSSSS o S S S S S o o S S S S S S S S S SS o d d o 0 0 0 0 o d o o d o o d o d o 0 0 0 0 0 0 o d o o d o o d o 0 o d d d o o d o d d d d o d o d o e © m n o 0 o c c o 0 m 0 6 m 0 0 0 0 0 0 o o a cp o tl o= P o o r o 0 0- c M v M M- m m o v v v O O N N O M O R O L O O N N m M R? IP Iq O O N N N N� LR LP O O� N N M t��l Oat V f 'P O O 011 Oi T T OI 07 Cn O O O C O O O O O O O O '- N N 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 S 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o S o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o o 0 00 0 0 0 0 0 0 0 0 o S o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o c o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 S S S S S 8 8 8 8 8 8 S S S S S 8 8 8 8 8 S S 8 8 8 8 8 S S S 8 8 8 8 S S 8 8 8 8 8 8 S 8 8 S 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 S S S S S S S S S S S S S S S S S S S S S 8 8 S S S S 8 8 8 8 S S S 8 8 8 S S S S S. 8 8 S S 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 BESSE 8 8 S S S S S 8 8 8 8 8 S 8 S S 8 8 8 S S S S 8 8 8 S S S 8 8 8 S S S S S 8 8 8 S 8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o S o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o c o 0 0 0 0 0 0 0 0 0 0 0 o c o c o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8 8 8 8 8 8 8 S S S S 8 8 8 8 S S S S S 8 8 8 S S S S 8 S 8 8 S S 8 8 8 8 S S S S 8 S S S S S 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o c o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I� t0 tp M M N N •- — O O—-—O---- V V --O- O O- m (V (V CV N (V CV CV CV (V cV (V (V fV (V CV � '- � - - - - - � � � � - - - - � � - - - �- - - - - O O O G O C m N N p N �p N N N V t(D OOi O c R CO OD O N tc0 Op m fN0 �W R 1� O M N N l0 N l00 O aq N�2 W�2 o o o S m rn m �i m rn rn m m m S ano m m m m m m o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I- - - - - M - - O - - - f0 f� O � 1� N LL'f � N C I� O � O IA N O� - - - - - - sY - N - M - S [D I� W O O N M I� pW- O N �-�p - O f�J t0 m � Vpp f� O . f0 O N f0 O M- O M--� O) M Or,,p N t0 O 4J O V GO O S S S S S S S S S S S S S S S S S O S O S S S S S O S S S O S S S S S S S S S O S S S S S S 0 0 0 0 0 0 0 0 0 0 0 o d o 0 0 0 0 0 o d o 0 0 0 o d o 0 0 0 0 0 0 0 0 0 0 0 o d o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o d d o 0 0 0 0 0 0 0 0 o d 6 o d o 0 0 0 o c o 0 o d o d o d o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 S S S S S 8 8 8 8 8 8 S S S 8 8 8 8 S S S S 8 8 8 S S S S S 8 8 8 S S 8 8 8 8 8 S S 8 S 8 8 8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 d d d d d o 0 0 o d o d o 0 0 o d d o 6 0 0 o d d d d o 0 o d o 0 0 0 0 o d d o o d o 0 o d o S S S 8 8 S S S 8 8 8 8 8 S S 8 8 8 S S . S S 8 8 8 8 8 S 0 0 0 6 6 6 6 6 6 6 6 0 0 0 0 0 0 6 0 0 0 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 S S S 8 8 8 8 8 8 S 8 S S 8 8 8 S S S 8 8 8 8 8 S 8 S 8 8 8 8 S 8 8 8 8 8 8 S S 8 8 S 8 8 S 8 0 0 0 0 0 0 0 0 0 0 0 o c o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V (2 OO Ol N N N N N N N N N O O t7 N M M C7 t+^J M M C st R R K lA in N u'1 In [D N NN LO O 12 C N 2 �S BO .. N M R<n 0 N NLL)ON(! LP 8 8 8 8 8 8 8818 0 0 0 0 0 0 6 0 e 888888888 666666666 g g g g g g g g g 0 0 0 0 0 0 0 0 0 ffi ffi ffi N t0 O t N N f� cq LL') p� � th p'�pCV � {gip yO�O 0 0 0 0 0 0 0 0 0 M ffi� ffi ffi�� ffi 8 8 8 8 8 8 S S 8 0 0 0 0 0 0 0 0 0 888888888� 0 0 0 0 0 0 0 0 0 go ggc ggo gc ggc go g0 g0 g0 8 8 S S S S 8$ 8 a o c c o 0 0 0 o c> 8 8 8 8 8 8 8 8$ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 g g g g g g g g g 0 0 0 0 0 0 0 0 0 o otecai X38A!Rv r; r,: r- r- rL� r�: iz.: r 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 c o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 °1 0 O > m c^ S S o S g S o S S c4i S S S S S S S S S S S S S ob S S S S Sr' S S S S S S S S S S S S S S S S S S S S S S S 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o d o o d o 0 o d o d d d o 0 0 0 0 0 0 A o m o ooSSSSSSSS000S0000Soo-oo-SSoo-SSSSoo--SSOSS0000000SS o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o d o 0 o d o 0 6 6 o d --- m N S S S N O G S S S S S0 S0 SOSSSOSSSSSSSS SSSSO SSOSSSS - M C O O C 0 . B O 0 0 O S tm m m M m crJ m M 0 d- d O d d d d O d d d o d 600J6 0 0 0 0 0 0 0 0- m------ -- m a � a 0 0 0 0 0 0 0 0 0 0 o, o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 m N M S S M S S S S M M Q S O S S S S S S S O O O O S O 0 0 0 0 0 S O O O O S O S O O O S S S O O O S S S S S 0q N V NV V m r o o c o c o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o d d d d d d d d o o d o 0 0 0 0 0 o ui Is� .ed o O m o 9-1 clq r-�mirn mrogov m`rn�oN�Nmm'Rrc--�ooSSSSS's v SS ...NNNmr0uiuidcdu6 oddodofofofoo—m <cod vi of of ai of of of of ci oS oQ m o ��{{ op p p _ N C m n f00 M � ci W CM7 ( O M Lq (NO tp R N m u) O N iA t"l N O O O O O O pM� �fJ p� p� m m----- V O m N N M i0 cr0 n OND m m tOh O2 � O O ui N M S< N M M M fO�J M fO�l M M M M M . O N N N N N N N N N N N Vc(V� [{pp O� cO C V V tND tOD a0 ONi S O � N M m V us 2 I2 z OHO. Clri O � N N M R (NO 1� n ^������^ n� r n^ r r n n O O O O O O O O O '= ci N OV OV OV ci CV N N fV CV fV OV fV CV OV OV CV N OV OV fV CV N OV OV CV OV tV CV (V N o a a 4 u�io MaZ9i e�}omi�ovmi Ion cmi rm�'N 66 ci 6 ,S �Nj'mmom atom �ro�'or�'r ro�'�ro�' rm,' P,2 r-4 'row" ro�'ro�'r rm�'rm�'m�r � M M R O' m f0 r m m O O �2 �lt ;l �2 �2 O 52 O2 T T T O O O) CIl Q1 O) A'T pp p p pp pp pp pp pp pp pp pp pp V S O S S O S O O O O S O S S O S S S S S S S S S S O S S S S O O O S O O O S S S O O S S O S S S S O S S O O O O O O O O O O O O O O O O C O O O O O O d 0 0 0 i a Q C O m m m m m m m m m m m m m m m m m m m m m M M m M o 0 o r u) N N O O r V Op lD ciIn r[ u) N u) u) u) u) Lq u) u) u) u) u) � m u) m m m m m m m r r I� r r N m a0 m Ga O O. C] O N f7 S c uimmdmrrr` rr; ad dao adm mad o ad adm od of cd oS of airn of ai m d d d d d NNi ui u; m rd'r_' 14 ad ai NN s o M M M M M M M M M -- --- - m m m m m m- OO N m N N N N N N N U') l+') V) 3 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 o o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o d d o 0 o d o 0 0 0 0 0 0 0 o d o odd o 0 0 0 0 0 0 0 0 0 0 0 0 m - m m m m m ONO ONO ONO W S S m m O N N M (7 M R m m d O S S S S S S 0 0 0 S S S S S S O 0 0 0 S S S S 0 0 0 0 0 0 0 0 S S S S S S S S S S S S S S S S 0 0 0 0 0 0 0 0 0 0 0 o 0 o d o 0 0 0 0 0 0 0 0 0 0 0 0 o d o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 � c W K m p� Z N N N N N N N N N�� V V' � C m (D m m m O) O N N M M- In- m T � O O N N N N N N N N N N M d o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o c o 0 0 0 o d o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o d d W d' y � � f.•1 J C m 0 0 0 0 --�2 �2 �2 �2 M �2 �2 M 2�2 t2 l2 V V �2 V m m m m m m m m 0 M M v m t0 m O> M '- �- r- N N N N N N N N N N M M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o c o 0 m C E ary n E rnmmm rorrr rr rmmmmmmmmmmmmmmmmmrnmm cr . .-NMv, v, rn IQ m m r m mN p y o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O N N O M V r(OJ 1q 0 0 N N In c. O R�� O O� � N O�V M Oi st V N� O� N N M � N O G O G G C O 0 0 0 0 - — — — — — — — — — — - N - - - - - - N - - - - - - - t7 ('7 t7 t7 � c�i nI t7 cd a R R V _ E E co 0 0 0 0 0 0 0 0 0 0 0 0 o o o o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0o o o o 0 0 0 0 0 0 0 0- o 0 0 0- o 0 0 0 0-- o 0 0 0 0 0 0 0 0 0- o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o c - S S S S O O O S N M V. R sY .. MV V V R ci M N N ci N M ONM M cOl N N N N N N � 9l�! N N N m m W� m O O 6 0 0 0 0 o d o 6 d o d d o 0 o d o d d d d d o 0 0 0 0 6 0 o d o 0 0 0 o d o cS o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O O M (p N (MJ mV WV m I N O aO N W In C-7 (MCI V r m M N N Ln OmO O m m O M ODD R N O O N R O-D R - m Om0 0 O d 0 0 ed OMSn m N Qi IIIILM.IIII m M MN NN (V CV CV CV N ��O O O O O O � Oi Oi Cn Cn'0� mr 0Mf0 NM 0-WNO2WNN N N N N N N N N - - - - - - - WB- WrSO O mW MVN OLq � � 0l kq NO (q W (0 M c(DN! O --- - - - - - - - - N W O O O O S ONi W 1� V OD I� ONO M (�(MMr-i (MMriMMM�MMM�sMMY MM MLn WM mM RLA m m MWN orO0ui �lLL�m v(vrD L V Cv V m(0 Nm �n WM IM WQ�Mni SM�n Nm 00 rio (,5 W 6c6 0vO6m0 W�16 (pp NmmmWomm1M N— O mjaMmN mNor dRNr o M M MM - N- M--— M M m- M M M M M M M M OmmNi N�lA NN W W W N r r M m W m N M tm0 lN0 O S O S S S S O S r r I� N or m LA �� N � Om0 O N cNN7 t7 V� r � m M tV 0 0 0 CS 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 S S S S S S S O- S N r U� M O OWO D R N OW � N M m V N O W� V N O OO p M O n A cl? Qf Ol T Ql Ol Qf Cn L77 Oi O 91 � OR M m 02 W I: f` r (O Ul (O l0 10 2 V LA L-' L() R V t ;' t2 V V V M (V N CV r r r r r r r r r r r rr rrrr rrrN r mM oMf mM mM rnM mM mM mpO mpO mMpp pmO Mm mppM pmpM pmpM pmpM mfO�l NrT p� N2 N N N mN N m mm m m mW�cN>N N N N � mmm m—M M M M M -m N NNN N N N N N N N N N N Ln W W - - - - (� n r r (� (� n r r r r, L; r-� r r r r• - - - N - - - - - - N - - N N (V N N N N CV N N - - - - (V N CV N CV N N CV (V tV CV N N (V N N (V <V (V (V (V ci CV (V (V (V (V lV rnN N N N N N N N N N N m N N N N N N N N N - N N N N N N N---- N N N N N N N N N N N m N m m m m m m m rn m rn m m m m mmm m m m m m rn m m m m m m m m m m m m m m m m rn m m m rn m m m o; m �(2(rr�r--------r-- m m m m m m m m m m m m m m TT m m m m m m m T m m m $2 m m m m m m m m m m m m m 2m - m m m m m m m m m m m m m m m m m -----------------SSSSSSSSSSSSSS---S-SBS - SSSS---S-SS---- d d o d d d o d d d o 0 0 0 0 0 0 0 0 o d d o 6 o d o 6 0 o d o o d o 6 o d o 6 o d d d o 6 6 o d o d d o o d Lq U � V V W N S T Cl! C N O lti � m N O O S O O S S S S S O O S--- 0-- S S- S S S 0------- 00 - CV (V Lri OD O r V T m O I N- lD La) M N OO O O OO OO O- 0 0 0 O O O O O O O O G O O O O O O O O O O O-- O O- N N N m m W- N N N<- r r M M W (7 N OWf N N O n 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 O 00 00 O O O O O O O O O O O O Ln O O O O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0- O C O O-- G O C r r W O N S 1Lf r (O L� tm0 S ti R R N S S S S S S S S S S S S S S S S S S O S S S S S S S S S S S S S S S S M 1n LA m W m v m O N 4r'9 0 S S S S S S S S S O O S S S S S S S S S S S S S S S S S S S S O O S S S S S S S O O O O O O O '- N N o d o 0 0 0 o d o o d o 0 0 o d o 0 0 o d o 0 0 0 o d o 0 0 0 o c o 0 0 o d o 0 o d d d d o 0 o d o 0 o d o d ��¢¢¢a¢¢¢¢¢¢¢a��0000c3SSSSSSSSSSSSSSSSSSSSS------SSSSSSS 0 o Z Z z z Z Z Z Z Z Z Z Z o cS o 6 o d d d o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o c o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 AA m n m cmnv vin uui .(mq rl%. . ' .000 - -- 0000( S. . q-- S00000- - --oo - 0000--- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o c o 0 0 0 0 0 0 o O o 0 0 0 0 0 6 0 6 6 6 6 6 0 0 0 0 666606 0 0 0 0 0 0 0 N M I - W— m m N r- m m (O Ln M N O O O O 0 0 0 0 O O O O O O O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - N N N N N N N l7 ci c4 -.*2 Y LA OO 6 6 6 6 N O M O L O O N N (7 N sfLPLL( O O N N c'I M V R 0 0 N N S M< V N O O N N S M R R S'R - - - - lG lD (O O O O O O O O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 00 0 0 0 0 0 0 S O O O O O O O C 0 0 0 0 0 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6- 6 6 6 6 6 6 6 6 6 6 6 6 0 6 6 6 6 6 6 6 6 6 6 6 0 0 S S O S O S S S S S O O O O O O S S S S O O S S S S S S S S S... O O O O O O O O O O O O O O O O C G G O G O C 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 0 0 6 0 0 0 0 0 0 0 0 6 0 C O G R ODD V �pp�-- T O> . N t. O S S S S S S S S S S S S S S S S S S S S S S S O S S O S O S S S S S 0 0 0 S O O O O O O S th N N m� W m O O O O O O O O O O O O O O O O C O O O O O O O O O O O O O O O C O O O O O O O O O O O O cpuV N 0 0 f(0 -O S S S S S S S S S S S S S S S S S S S O O S S S S S O O O O S S S O O O O O S S O S O 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 0 0 C 0 0 0 0 0 6 6 6 6 6 6 6 6 6 6 6 0 0 V V V •t V' V' V R R R R - M W W W o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W In NI� 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 M N OWi W Ire [gyp oci V 6 0 0 0 O O O O O O O O O O O O O O O O O O O O G O O O O O O O O O O O O O O O O O O O O tM�l M M M (Mh M M S S S S S O O O O O O O O O O O S O S S S S S S S S S S S S O S S S S S S O O S S . S O S S S S S S S S S S S 0 0 0 0 0 0 0 0 0 0 0 6 6 6 6 6 6 6 6 6 6 6 6 0 0 0 0 0 0 0 6 6 6 6 0 6 6 6 6 6 6 6 6 0 0 6 6 6 6 6 6 6 6 6 0 O c V N m� r L t. . O m � tr0 YO V S m O � W� cOq l m`! O� W n tq N C m N O� W 1� Or W N[I t�'l N . O T W O O C O m T m OO CO W W OO W W 00 I� r r r r r r r r--- w---- W W-- N- 1! - W-- W W- T V V R �s y (O V T T N� W N T ;::�-� O� f� mp O� 1z -V�t� W O� 2� a;(erp ro OOO� O0� SW M�mWOO� S N NO N NN Qi L[) 6WMOi (V 6 0 O0 0M 5 tW0 OO O � W OO tb !O012 I2 - — - V�� M N M OWi Omri tNOD) O Y� 4') LLO YJ W N N O R W M tV CM'3 M N N N r-- O O O Ori O> Q� OD W aD 1� I� I� t0 (r0 f�0� tM0 t0 h r r r r r r r r-CV -fV -N N � N (V CV CV tV (V (V (V fV N (V (V fJ (V N (V CV N tV (V CV - - - N - N - — — — — — — — — — — — — — — — — — — — — — — ONi ONi ONi r0 llr') V R V V�zt �mO N V�OO l�SWMWOS R;ItC O T T mSWreL6cr; r� VSMMNNNNmnL M m � m OO � Icr D D �[V [�MM O S S S S S S S S S S S. O O S S S O S S S S S S S S S S S S S S . S S S S S S S S S S S S S S O S O S S S 6 6 0 0 0 0 0 0 0 0 0 0 0 0 0 6 6 0 0 6 0 0 0 6 0 0 0 0 0 0 0 6 0 6 S 0 0 0 0 0 0 6 6 6 0 0 0 0 0 0 0 6 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 6 0 0 6 0 0 6 6 6 o 0 0 0 0 0 0 0 0 0 0 0 0 0 6 6 6 6 c 6 0 0 0 0 0 6 c c o 0 0 0 6 6 0 6 o c c o 0 o c 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 6 6 6 6 6 6 6 0 o c o 0 0 0 0 0 6 6 6 0 0 0 0 6 6 6 6 0 0 0 0 6 6 6 0 6 c 6 0 6 0 S S S S S bo S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S 6 6 6 6 6SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS 0 0 0 0 0 0 0 0 6 0 6 6 6 6 6 6 6 6 6 6 6 6 6 c 6 0 0 6 6 6 6 6 0 0 0 0 0 6 6 o c o 0 0 0 6 6 6 6 0 0 0 0 0 6 S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S 6 6 0 0 0 0 0 6 0 6 0 6 0 6 6 6 6 6 6 6 6 6 6 6 0 0 0 6 6 6 6 6 6 6 6 6 6 6 6 6 0 6 6 6 6 6 6 6 6 6 6 6 6 6 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 0 6 0 0 0 0 0 0 0 0 0 0 0 S o o S S S S S S S S S o S S o o Q o o g o 0 0 o Soo S o 0 0 o S o S S o o S S S S S S o S S S o o S o o S c o 0 0 0 0 0 0 0 6 6 6 0 0 0 6 c o 0 0 0 0 0 0 0 0 0 0 0 0 0 o c o 0 o c o 0 0 0 0 0 0 0 0 6 0 0 0 0 0 0 0 0 O O =] C O O O O g O 0 G p o O O O o O[ C] = i == d O O O O b O O 4 o p O 0 G= O= O O O O v. O O. O d O O- O M2 O O In O O O t2 O N O m 0- S O W O� O- O O W O l[) p W O t2 O- C- O- O � O- O W O- O O O N N M M V R in 0 0 N N M V V O O N N M M O 0 0 '. N N M M IR IR 0 0 N N M CI T m Cl 01 m m m 01 Ol ' O O 6 6 C O 6 O C G C � �2 �2 CV V t! tV fV <V �2 �:! �2 V�2 V 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 d d d d d d d d d d d d d d d d d 6 6 d 6 d 6 6 d d d d d d 6 6 6 6 6 6 6 6 6 o d d 6 6 6 d d d d d d d d d d o S88$S�S`��S$58888gS000000�oSS88 o ooS000000SSoog0000gSSSS d d d 6 6 d 6 6 6 d d d d d d d d d d d d d d d o d d d 6 6 6 6 d d 6 d d d d 6 6 6 6 d d d d d d d 6 6 6 6 6 0d d -- o o o o -- o o o o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 d d d d d d d d d d d d d d d d d d d d 6 d d d d d d d d d d d d d d d d 6 d d d d d d d 6 d d d d d d d d d 0 0 0 0 0 0 0 o g o 0 0 0 0 0 o g o S `. g S g . o 0 o S o 0 o S S "6 "6 g S o o o g S S S o o g S o o S o 0 0 0 0 0 0 0 0 0 d d d d d d d d d d d d d d d d d d d d 6 d d 6 d d d d d d d d 6 6 6 6 6 d d d d d d 6 6 d d d d d d d d d d V I� O M n O � W N W O� W M I� - O m V W M W M W m W M a7 � �I O tD 1� N W� O �O r W W R O M N O W- W- W N M M N N 0 0 Q O) W W I� fD f0 I(J V M N N O O O 01 z; W W r I` W W f+S f�'J nS f"S CM f"I CM t7 C; CJ C'S t7 Cl t7 M N N CV CV N (V fV (V fV fV (V N fV N N tV fV fV fV CV �- �- �-- M N O a- D �2 O Na0 WW st n WI WW NM-OO MW[D 0lo0MtD 0 N(Q t0Q Otp - M Nl1� NlI') �- O-N0W W N- 0-V O O in I M O N O �O WW- 00O V WONst gpWmNmnW In ��fpp �MW pa R V 46 R mA-M� M g M M Z;; l m R V V V M M M M M M M N N IliN N N W O O O O O O O m QWi T O> m mc� OWG OWD cq m W m W W 0 0 0 0 0 R OD m N O m f I R N OWO r W V tWi N N 0 0 0 0 0 0 0 0 N N m V IA � m m N tMp O N CR D7 at (Q Q> N I(OJ OOD --0000 o o o m-- rnmmaQ'o���m aMo maom� Wn ��r��nci 6 m c� r.:����m�co�mvQ'i u°Di voi S g S S S g S g g S g S g S S o o g 6 6 6 0 6 d 6 d d 6 0 o d o 0 0 o d gSg "ooS oS So S S g gS g g oSSgS g g g S gS d d d 66 o do d d d 6 6 o d d odo 6 0 0 6 d o 0 o dS 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 d o 0 6 d 6 6 6 d cS 6 6 d 6 d d d d 6 6 6 d d d d d d 6 d o 6 6 6 d d o d d d d 6 6 6 6 d d d d d d d d d d d O o 0 0 0 0 0 o O o 0 0 0 0 0 0 0 0p 0 0p p0 p0 0p 0p 0p 0p 0p 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 g g g g g g g cR g g o 0 0 0 0 0 0 0 0 0 0 g g o o o S S S S g g o 0 0 o S g g S cR g g g S 0 g 0 0 0 0 0 q 0 0 q 0 0 q 0 0 q 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 g 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 g 0 0 0 0 0 6 d d d d d d d d d d d d d d d d 6 d d d d 6 d d d d d d d d d 6 d d d d d d d d d 6 d 6 6 d d d d d d d d d S SSgggSgggg gigSgS�ooSoogSc4igSgggoS�SSc4iSS"b �igg000gggggggggg dSd86 6qd . . .gd od gd od Sd od g8SS8�S88S�800od 6666dci666 6Soo88S888o$SSBSSo d d d 6 6 6 6 6 6 d d d d d S c4iSSoSggSS . oc c. . . .0000000000 c: S. . . . .S.00000q . . . .S .q . . . 6 6 d d d d 6 d d d d d d d d d d d d 6 6 d d d d d d d d d d d d 6 6 6 6 d d d d d d o d 6 o d o d d o 0 0 0 d d d d o 6 0 0 6 6 0 0 0 0 0 0 o d d d d d o 6 d o 0 0 o d o d d d d d d d o 0 0 0 o d d d o o d o d o 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o g o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 d d d d d d d d d d d d d d d d 6 6 6 d 6 d d d 6 6 6 d d d 6 6 6 d d d d odd 6 6 6 d d d 6 d d d 6 6 6 6 d CO O C C C] G C C C " = F 40 P o o m v= O= O O O O O 0 O 0 0 0 = 0= C] C] 4 o C n O =G OOOOO Q O tEl O iA O l O I O- O Y O O IQ m W O W O O O W O In O �i O 4'i O �9 O N M O O �2 :�t :1 ; �E ;E �E �E �E �lt !g r �2 �2 �2 t0 tD iC tG tLl f0 lG (C (G iG i0 �--- -- - - - - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 d d d d o 0 0 o d o 0 0 0 0 0 0 0 0 0 0 0 o d o d d d d d d o d o 0 0 0 o d d d o 0 0 odd ----- d o d o S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S 8 S S S S S S S S S S S S S S S S S 0 0 0 o d d d d d d d d d d d d d d o d d d o 0 o d o 0 0 0 o d d d d d d o d o 0 o d d d o 0 0 0 0 0 0 0 0 0 S S S S S S S S S S S S d d S S S SSSSSSSSSSSSSSSSSSSSSSSS S S S d d d d d d d d d o d d dd d o d d o d d d d o 0 0 S S S S S S S S S S 0 0 o d d d d d o o d d d d o d o 0 o d o 0 S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S 88888 S S S S S S S S S S S S d d d c d c d c o d d o 0 0 0 0 0 0 o d o o d d d d d d d o o d d o o d d d o d o o d o d o d d d o o d d d o 0 0 0 0 0 o O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 d o 0 o d o 0 o c o 0 0 0 0 0 0 0 0 0 0 o d d o o d d d d d d o 0 0 0 o d d o d d o 0 o d d d d d o o d d d o SSBSSSSSSSSSSSSSSSSSSgSSSoSSSSSSSSSSSSSSSSSSSSSSSSSSSSS d d d d d d d d d d d d d o o d d d d d d odd o o d o o d d o 0 0 o d d d o d o 0 0 o d d d o c o d o d o 0 M m tD N W M N N O O O m m m W m m m� � t^D . tD to �� m R�? S M M N N N N O O O O S S Lf h V V < M d d d o 0 0 0 0 0 o d d d d o d d d o 0 0 o d d d o d o o d d d d d d d d d d W O N to m d' tT lD M N N O V m W N 0 N tW0 m V m ci W N I� N 1� Nrl� Nv- M m M QOi .. �s . Qr N S S Ol N pV� l0 W �- M t0 fT N to W t('� V V M th fV (V �- '- � 0 0 0 0 -- 6 6 6 6 tD 6�� fD tND tp 6 6 m m---- 11- 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 t0 [D to to tR Of 1� N W N N W R 7 W W N M M N M M to W i0 M V- O Il N W R O t!') t0 W too0 �-- IWW� M Ittpp t0 N W R O W N W V O tT tpph O tD tD Y'J to tN[l to m m V R R V a V V st V M M M m M M M M M m M M M M M M M M M M O S O S S S S S S S S S S S S S S S S S S S S S S O O S S S S S S S S S S O S S S S S S S S S S S S S S S O S S d d d d d d d d d o d o 0 0 0 0 0 0 0 0 0 0 0 o d o d d d o d o 0 0 0 0 o d d o 0 0 0 0 0 o d d d d d d d d o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 d d o d o d d o d d d d d d d o d d d d d d d d d d d d o 0 o d d d d o d d o o d d d d d d o 0 0 0 o d o d d 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 d d o d d d d d d d o 0 0 o d o d o d d d d d d d d d d d o d o 0 o d 6 d d d d o o d d d d d d d d o d d d d S S S S S S S S S S S S S S S S S S S S Si S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S d d d o d d d d o 0 0 0 0 0 0 o d o 0 o d o 0 o d o d d o d o 0 0 o d o o d o 0 0 0 0 o d d d d o 0 o d o d d S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S SSSSSSSSSSSSSSSSSS d d o d d d d d d o 6 6 00 d d o d o o d o d o o d d d o 00o d d d d o d d d d d d d d d d d d o d d o d d o d o 0 0 0 o d o 0 0 0 0 0 o d o d d d o 0 0 0 0 0 0 0 0 0 o d d o d d d d o d o o d S S S S S S S S S S S S S S S S S S S S S S o o g o 0 0 o S S S o S o o S S S S S S o S o o S S S S g o 0 0 d o o d o d d d d d o d d d d d d d d d d d o 0 0 0 0 0 o d d d o d o 0 0 0 o d d d o d o o d d o o d o 0 0 0 C OOOOpO CJ Oi C z.C] S: L74 O—OO tam 0 0C =O =G O O b O O � Q[ 4opOn n t3 pC' aO O to O to m m 0 lA O tal O I? O 11') O to O to O tal O 4", O to O O to O m 0 to O tI9 O to O O W O 49 O to O m 0 to O IA O to O to O •- N N st to W 0 0 N N M M 6, W to O O N 6 M < R 6 N O O N N M M In 0 0--- N M M- Of) m OD tip lIC aD tID tD C() (1D tT Ol Oi tr (l) tr C O 66 G d G O d d d d - - - - N - - - - - - - - � N N N N N N N N N N N N N N N N N N N N N N N N N N N N 88888888888888818 G o 0 06 6 o G o 6 o G o 6 0 C O O O O O O O O O O O O O O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 88S888S88S888888� 0000000000000000a r gssssgggsss$gggg O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Qu,gggg Qu,SSgggggggg 0 o d d d o d d d o d d d d o d . . . . . . . . . . . . . . . . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o c o 0 0 0 0 0 0 0 0 0 0 0 0 S g g S g g g g g g g S g g g g 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o d gi, gg gi,S gggg gcQi, gg $$ 0 0 0 0 0 0 o c o 0 0 0 0 0 o c g g g g g g g$ S g g g g g g g 0 0 0 0 0 0 0 0 o c o 0 0 0 0 0 d o 0 o d o d d d o o d d o o d 54� y44y�� 5QQ5�� y44y�� ygg5�� 5445�� 54� 5Q� 5Q� 5Q� 5Q� 54� � 0000000000000000� r 8$ S S 8 8 8 8 8 8 8 c4i, g g g g 0 0 0 0 o c o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 sgggs$ggggggggs$ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 g q 6 P q q p p q q q q P p o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 3 o S 0 0 0 0 0 o S S o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 IE d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d O > to o S o o S S S S S S S S S S g S S S o g S S o o S S o S S S S S S S S S S S S S S o S S S S S S S S 88 d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d m S S S S S S S S S S S S S S S S S S S S S S S S S S S S c. S c. S o S o S o S S S S S S g o 0 o . S S S S m d d d d d d d d 6-6 d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d m m � 0 0 0 0 0 0 0 0 o S S S S S S S S S S S S S S S S S S S S S S S S o g g o o o 0 0 0 0 0 0 0 o 0 0 00 0 0 0 0 0 dddddddddodddddddddddddddddddddd M rn m rn to to tnrnmtnmm t2 p'p'p2 m a d a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o S S S o S o 0 0 o g o 0 0 o g �. o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 d d d d d d d d d d d d d d d d d d d d r r r r r r r M r r tr-� r r r r- M M M M M M M M M M M M M M N m M N M M M fM�J M M m tm+l M M m M M M Q p pp pp S S O O O O S S O S S S S S S S S S S S S S S S S S S S S S S S S O O O m tc0 M (T l0 W M m V M t0O M �dddddddddddddddddddddddddddddddddddddtd tdd��td tdvv 't+im�dt�i N N N M N N N N N N M V V H w > A 0 m d m 1p Wr m N O M tN0 (T - W N r 0 1LJ Q> OmO V N V M M u( O> M Q S S S S S S S S S S S S S S S t O O O d d — — — - - - - - - M tri <f V V td td td tp r m W Oi O �2 t.3 �2 td OSS T Ol Oi pi Oi F? T 2 m 02 v�tnW otO moomtOrrr W v �� W u�W v tnm tOrr�rrrrrrrrrrrrr p UN m R W N W M O Lq W 1p N I� O tT I� W ar R IA O M O O M N V O tp M V (T W (r m m (T "I tT 9t tT tT "I (T (T (T N (d O) - - N - d - (T r N C W r lO cV tT 00 tOi lLi ' td R Od td L6 (Ti Qi m m Oi pi � m m - m m ' m m m N N m M M V--- (O r OD W tT O r r ��� W�2 O N<-- O-- S O O O O O O O O O O O O O p N N N N N M M M M m m M M M M m m M m M � VJ > pppp QQ�� N M tNO W OMi 0 trp OO O Rl W: tW0 g r O N W V LQ cq N N N N N N N N N N N N N N N N N N N N N N tV Q ( j N c i th M M t7 M V V V 4') 1p Lq td td w w w Od Od to Od tD ad tp Od Od W w W OO Od Od w OO W m o a a r to Mm rN r to u>�cN M m � ll moomv� uri �vmm rnmrn m m mrnrn rn mmrnrnmrnrnrnmm rnrn t tidt�i uid-td to-ddcliote vtn ri ad �tr M M m M V R V- --� tp r r W W�- O r-� ��� N tD � W W W O O $2 p1 O) O2 m Q2 9! m O T O tr tT tT O t 2 (T tT tT N � A Aq y $' o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o gd Sd Sd Sd o 0 0 0 0 0 o Sd Sd Sd Sd Sd o 0 0 0 0 � n tN(J N N O N N N O W C W W O00 O00 MMOOO M S Q(O S N w WWtW0 VtN0 CW7 t7 l[1(I� ri C- r D Ao 0 d O d N NNN MMNN [D --- > W--- V 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N N N m O M tm7 M N V N N W M M M M C l� 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 (=i 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 . 0 0 0 3 O O O O O O O d d d d d d d d d d d d d d d O O O O O O O O O O O O O O O O d d d O O O O O d d d d d d s� S S S S S S S S S S S S S S S S S S S S S S S S S S S g g o g S g g g S o g S S o 0 0 0 O N N N N N N N m M m N M M M R C d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d 0 0 0 0 0 0 0 0 0 0 O O O O O O O O O O O O O O O � � � �� �� V � Ip� � t2 N N N M . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O tT OG OD � Lq Lq � umi uNi i v v a c v v .I:v v v v c v c m— m M m m M M m c ? tgi ffn ii M m t7 �n m crO W to Lq d d d d d d d d d d d d d d d d d d d d d d d 66 d d d d d o d o o d d d d d d d d o d d d d d d o d 2 > w :? E ci g � J ate+ N M < M M M R V R R < V V W tp W W r W r r W (T O) (T O r �2 �2 �2 7�2 �:: W T O m � W W � t0 N M- W ^ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 fV N N N N O€ d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d cS d d d d d d d d d d d d d d d d d E o N W 'D C E N M m V m M M V V' to LLJ W 1p tp tO r r W tO r W W to tr N cl to Lq tO r ar N N to t[> N N (r tT il W to tD W O C O O O O O O O O O O O O O O O O O O O O O O O O O O-- — — — — —— - N —— — —— .- N--- �o O � r't�vo�mvo�tgiv o�tgiv o�tIn o�tsiv IR vo�Mv4R v o�tsiv o�toi v o�t4iv o o - - - - - - - N - - - t7 t7 t�i t7 � � � � h In li'i li'i 10 td tD <G 1� r r � O Od (10 OJ 01 m m fT O C � � � � � O 2 V E E N H 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0o S S 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 - - 0 0 0 0 0 0 0 g 0 o. o o g S o 0 0 q q 0 0 0 q q q 0 g q o q d d d d d d d d d d d d d d d d d d d d o 0 0 0 0 0 0 0 0 0 d d d d d d d d d d d d d d d d d d d d d d d d o S S S S S S S S g S S S S S S b" S S S S S S S S S S S S S S S S S S S S S S S S S S S S O O O O O O O O d d d d d d d d d d d d d d d d d 0 0 0 0 d d d d d d d d d d d d d d d S S S S S S S S S S S o S S S S g S S S S S S S S S S q S S S S S S q S q S S S q q q S d d d d d d d d d d d o d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d 3 0 v v v v a a v a v v v v o 0 0 0 0 0 0 0 0 0 o 888 S S S S S S S S S S S S S S S S S S d 0 0 g q q 0 q 0 0 0 q 0 0 0 0 0 0 0 0 0 0 0 0 M M M M M M M M M M M M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 d d d d d d d d 0 0 0 0 0 0 0 Z O H SO O O O O O O O O O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 g q q q q q 0 q q 0 q q q 0 0 g q 0 q 0 0 0 q q 0 q 0 q 0 q q 0 q q q q 0 q q q q q M M M M M M m m M M M c- o d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d �mmmr`Y'i rMi rMi rMim mr`yi r`�i r r W m m N N r M m O 0 g 0 q 0 0 q S S O S S S S S S S S S S S S S S S S S S S O S S S O O m W W � � M m m m m 0 0 0 0 0 0 d r d ri � v v d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d In N M M M M M M M M N N S S g S S S S S S S S S S m M M M CMh N �M-- M ry cn M CJ O m V N (00 N QW1 S m Oi Qi T Oi Q1 Qi d 01 Q1 Oi T OD W W m m m m d W d f� r r m m m d L2 ui V' V V m M t2 fV N (V �-- Qri Or1 m Qri m T T R V sY W M M O N 119 (D OO W ci tOD O M Op mp M M M OM M M M M M M M M M M OM M M NNOSmmO O O O O O O O O O O OpMMN NN WNW NNNN- O n N O M M N N N N - - W N -N - m m - - - - W - � - N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N d CO aG OD OO OD m W 00 d d W d d d d d C6 OO CG td W.6 d d d ---- -- d d d- N N N N N N N N N N N N N N N- rn m N N N N N N N N N N N N N N N M N N N N N M m N rn o; rn rn rn rn rn m rn rn rn m m m rn rn rn m rn rn rn m m m m m m rn a rn m m m rn m m m rn r r r r r r r r r r r � �:r r � � r r � �- r � � rz � r r � � r m m rn rn m rn rn m m m m m m m m rn m rn m- m m m m m m m rn rn m m m m m m rn m m m m m rn rn rn S S S S S S S S S S S S S S S S S S S S S S g S S S S S S S S S d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d 66 NM M M N (8 p p M (V r v� m N N M N N N W W W M m op m m m m N r r r m m m N "q:S N N N N N V N st N�� � V V' C N �umiavvaa�vv -- d dui ui d d m d d dui -ui--- --- �+i r � m m m M v v m m m m W W W W m r r r m m m m rn W W m m m m m rn W m m m m rn rn rn m m m m - - - o o o o - o - - - - - - - - - - 0 - - - - 0 0 0 0 - - - - - 0 0 0 g 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 q 0 0 0 0 0 0 0 0 0 0 d d d d d d d d d d d d d d d d d d d d d d d d d d M N O O N� 52 � O O M OO � W � N N N O � W� O r � O � O � O r O O O O O O O E O O O O O O O O O O S S S S S S O S O S S O O S S S O S O S S S S O S S O S S S E O O S G d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d> s p�-ClV� V N N m N N N N N O O S O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 g 0 q 0 d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d O rn rn m N r N N M N N N N N N N N N N N N N N N N N N N N N - d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d O O V M M N � r v� M M< 9 R V K M N M V M N M M M N M N M N M N N N N N N N M M N N N N N N N N 0 0 0 0 0 (R 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 d 0 0 0 0 0 0 0 C O 0 0 0 0 0 0 0 0 0 0 G G O 0 0 0 0 d C O 0 0 0 0 0 0 0 C 0 0 0 0 0 0 't M M r% W W u) v M m m V V M M w" u) vh V R R M N M� M N M M M N M N M N M N N N N N N N ---- -- d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d O 49 O O u) O O It M� O M O M O �-- M O M O E M O M C p- M V O M (�Oyy �fl M M � Zt' �� L <R � f R G` m m �1 rn O N N N N N N N N N N N N N N N N Jfy E L L L L O V) LA V L L L L 7 > > 7 O O O O = 2 2 = It I I I I O O O L 0 � O � o CL two L y 0 O � 0 000 0 0 0 .000 0 0 0 O O O O O O O 0 0 0 0 0 0 t0' Ln (d:)) ownlOA 82eaO;S uiseg 0 E 0 `o 0 N N C L � a L N O o m ' a m c 5 'o w t O S � O O > N a' t - w a E e E fib$ o� pE O N E B � E 2 Q U � N • TB M ° d O LO u L o^ _ O II O U 0 = y = N � LI >� O zaoo m 0 t0 c o` _N N U wi M Q � O O 0 0 00 00 0 0 0 -- o o o o 0 0 00 0 0 0 0 0 0 0 0 3 c o 0 0 o S O S o 0 o O o S S o o S o S o 0 o S S o j d d d d d d d o o d d d d d d o o d d d d d d o o d d d o o d o O > Ul O N t7 ^ O M M OWi O O m m phi m a:?m W W I r riz O O O O d d N (V P/ f4 Ch hl N N N N N Nis N N N N N N N N N N N N O W M N R W IA V pI M V r M O N G V M I� N a0 MMMOi c�J �LJ 1 O Cl K� C N O V a0 Q� M m O �[rJ r D3 UW'1 LLM9 S UOJ O V V V V V V m 6 W N N M W Q� - -- (n > cNW O �p S O � V O W t0 M Oi lD N� (° M C �'1 V' O> r M O O O> Q M <p 1� N r 4J N O W M °� R N rdv m m o--W Wm of- mm m--- W Sri-- mao ao ao oo oo�m a O. S- O O-- M N� � CJ �� N 1� N m� � W N N N N M M[J 1� N C y r 2 r O M N O Q> ti N M N O aW0 m [Op U) M N N tMJ IA (O ap M trp i+1 W M M M M M M N N N N N N ¢ O N W W r W W 0 0 0 0 0 0 S O O O O O O O O O O S O O O M cq �f (p O V W 10 O O =? O O O O` L6 (V d d d 66 66 d d d O 666 �2 v2 > m O m O S O S O S O O S S S S � M O� V N O W CW7 n lOp N O S L Cn CIS O� � Oi W to W V tz ` ',OO fR [O t2 �2 ,2 '- '2 �2 •fit � 0 U Ori Qri � Ori m m Ori m Qri Ori N I m N ^ N R ncl� N R m v 0 0 0 0 M-- 0 0 0 0 0 0 0 0 QWi � pMi O� ar0 u"i N p� e r r cD t0 t0 tOD � 0 (n > o "' O tV CV (V [ l CV N (V N (V (V tV N CV N N N N (V tV CV fV N N CV CV N CV N (V (V CV a a m N N N N N N N N N N N N N N N N N N ti Mr T O) m On o) Q� T O� O) p> O � Q� O� Q� Q� O O) r. .... r r r r r l' r l� r � Io M m m rn rn rn rn m rn m m m rn m m m rn m rn m rn rn rn m rn m rn rn rn rn m m o S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S d d d d d d d d d o 0 0 o d o o d d O _n N O 00 O O O O O O O O 0O O O O O O O O O C a1 W O N Q) V W O O O O O O O O O 0 O O O O O O O O O 3 �M �� voim orom c°Op o Sddddd dod ddd dd d d d dd o 0 li o W N m r o 0 0 0 0 0 0 0 0 0 0 o O o 0 0 0 0 0 0 N W r r m rn v N S S SSS SSS 88888888888 S p N Om W M to W N 'R Y') R 5 r N W W lMp 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C1 �4 �lJ !� � O �'- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N O n m V R O M in W M S O O O O S S O S S S S S S S S S S S S 'nvN ��v,SSSSSSSSSSSSSSSSSSES d d O O d d — —— N N- d d d d d d d 0 0 0 0 0 0 0 0 d 0 0 0 0 Wc K azzmaaaa--- c! SSSSSSSSSSSSS Z Z Z Z Z Z Z Z Z d d d d d d d d d o d d d d d d d d d d ac:;6Q�S > d d d d d d d o d o d d d d d d o o d d d d d o 0 0 0 0 o d o d Gl O pp ��pp pp p p CM cn M N v M� rn rn v o 0 0 0 0 0 0 0 0 0 0 o S o 0 0 0 0 0 0 W W W N O O) I� r 6 6 0 0 0 0 6 6 0 0 0 0 cz� O O O O O O CV CV N O O O C O O O O O ------------ E C M c .c r ac m W M R M [D N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 E eri a envdyad �2 roR p d p op 05 O� N N (") tW�I V iI') N O O �2 ON N M t7 V V LLOJ LLW'f 0 0 C N N .. R 7 ? 0 0- 0 0 0 0 0 0 0 0 -------- N N N N N N N N N O S S O O O O O O S S S S S S S S S S S S O S S S S S S S S S S S S S S S S O S S S S S S S S S S S S S S S S O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CP Er0 cq (ND i0 L S Lq 4M9 lA U� V R R R M M M M M M N N f Nf�(( N N N rn m f0 cj" � O O O O O O O m S S OOi OMi ON c0 (V - - - - - - - - - - N N - - - N N N N - N N N CV N N cV N (V (V cV OV tV N (V OV CV (V [V (V CV (V fV N N — — — — — — — — — O� N SALq��VVNppurOOfNO�NWWOrM7Nr.MNOM CD M SN M WDr ce R w M M V' CJ O lU CV ad V a�D O N M N M R fOD W O N tW0 N O M In I M- aM0 O N YN"� I� � N C��� N- M M N � O O m O^O V IA f� 000pOp GOCpp tthh t0 00 OV M t7 M M M m M N N M S N N N N N N N N N N N N m � � � 0 0 0 0 0 0 0 O O O O O O 0 0 OO) I�f� W NW W W VW CNI�D -W W--aND a0 Oa0 W1 W McOD S� OW cOrD -cOD N O-- N '� OV MNtO O-MW O- M O CD Om a� < N O m O M a> vNO 0? � Qi - -iclOIOQN O O 11: O W CO'l oOO- N m d -- r � r�^ r- r- frD Ll M D OVp}NIn N O N W W �N � SN M � 0 � D CN SNrS to Rq CD a0 O. M r(. Ie .. • O m S M ON O O O I[J O-MLn - O� W rMNV - -NTNSWOgNCD- I:�- - 5--ONON LLLL- OO MI(J -�M[J � N � R 0 0 N 1 O - VOV WN IA S O S O S O S O S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S O S S S S S O O O S S S S S S O 0 0 0 0 0 0 o c o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 OV O OI� N m O W f0N S�T OO0 N 7 da;� . NfcVVcV OOOCJO---- m - - - m d d ad d r r r r r r h - - - - - - - - - - N V ONONONIASONONNrmV D� N�SMVVVOM(Om OS S O O cicjq cc! M � CD IA Vupr N V V V M M m M N N N O O O O T$2 T a2 a2 a�D aD — n r r (00 (2 � tp t2 t� t2 2� R� R m m N M M N N N N N m N N N N N N N N N N N N N N N N N N N N �— a— � � � � �— r- �— gyp— �— � � � � � � � � � � � � � � � � �— � �-- � � O V7 11') Y) In Y'i - - - - - - - - N - - In - - - N c� tS - S I M LA V V R M M M M N N N N � � � O2 O O O 00 - - N r r r r r r r r r r r r r r r r r r r r r r r o N OV (V cV cV CJ OV cV --- N--- N------ N N N N N- N N N N N N N N N N N N N N N N N N-- N — — — —— r- Q� T QNi ONi &i T O. Q. O. O. . N m� N O I� S M N 0 0 0 0 0 N M S Ire Qri V CIR T N lrn T N V9 I� ri ri ri r ri r r r n ri r ri ri r r [D M Oi I� ON W n cr0 : n O.5 S V cND S� uO'� ui c j S v v v v v m m a7 rn w m m rn w rn m rn m m rn rn w m m m w m w rn rn m m m m m c 0 SSSBSSSSSSSBSSSSSSSSSSSBSSSSSSSSSSSSSSSSSooSc`3SSSSSSSSSS 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 0 0 6 6 6 6 6 6 6 6 6 6 0 o S S o o S o S S S o o S o S o o S o 0 0 0 o S S o S S S S o S o 0 0 0 0 0 o S o S S S S S S S S o S s o o s 6 6 6 0 6 6 6 6 0 6 6 0 6 6 6 6 6 6 0 0 6 6 6 0 6 6 6 0 6 6 6 6 6 6 6 6 0 0 6 6 6 0 6 6 6 0 6 6 6 6 0 6 6 o c SSSSBSSSSSS8S8SSSSSSSSSSSSSSSSSSSSBSSSSSSSSoSSSSSSSSSso 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O o 0 0 o O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 S8SS88SS$SSSSSSSSSSSS8888SSSSSSBSSSSSSSoSSoSSS8SSS8SSSS SSSSSSSSSSSSSSSc S c=! gSSSSSSSSSSSSSSooSSSBSSSSSSSBSSSSSS 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 S S S S S S S S S S S S S S S S S S S 8 S S S S S$ S S S S S$ o S S o o S S S S S S S S S S S S S 0 S S . S S 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - - _ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �sssss§ 0 0 0 0 0 0 0 ssssssssss��s�sssssssssssssss� ssss s s 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c=!0 0 0 0 0 0 0 0 0 0 0 0 O 0000000000000000000000000000000000000000000000000000000 l O- O In O T O- O M R- S N O O O� N N M M S 2 O O 12O � N N M M pp O - 0- O t2 p U') pp- O In pp 2l(') - O l2 R 1p 1q O O �— N N .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. V V S In .. O . N N .. M II.I. I.N O .. - - - - - - - - - N - - - - - tD c0 c0 Oc t0 c0 tp tp t0 1� r r r 0 0 0 0 0 0 o S o 0 S. o s s o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 OWO W ONO 00 S I� . . . r N cmLJ. fro cR fc0 fMD f0 iD M M N M M M M R V V R R V' R M M CW7 M M CJ M N N N N N N N N NtL) W rn S O m r M r s M �"� W M O- O M V V M O m W O m m N W N f0 m m r N C � f0 r Ng00 nu m'tcli �moovrnfnu> W W mrnrrmm W uiuj cOOmpNO� W cR omm o W N W W W r OOD I� f0 M N N O O rW 000 r WD W W OHO OO O fmr0 IMrD ti I� r O (rnD (rn0 fSD (�O (r0 f�0 t�0 (�D fN0 fm0 fND f0 f0 rn rn rn rn rn rn rn rn m m m rn W W W W W W W W- m m m rn 0 0 � � N N m� V N 0 -- (WO S M � M r M m� S W- V N O S- a- �- NW �- N� M r I V N 0-- YM'1 M� m r un m O cR W C N O CO tV CV CV CV CV N O OJ O O O O'i Oi - - - W - - m m - r r r r V V < V � t W W W W W W W W- W O W O------ W- f0 fD W CO [D t0 t0 lD ODD tf( N S W I� fW0 tD r M O N . (m0 N M fWD O O O fR M fh fW0 M OO [rn0 t00 M [NO N y I W M - V N �2 ycd N W r M � M � O S � [D � T � OOi W m W OWD 00 NW ODD OOO � � S O S S S S S S S S S O S S S S S S S S S S S S O O O S O S O O O O O S S S S S S S O S S O O O O S S S S S S r 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 S rn 00 � M R M N N O N W OOO t-0 N m N N 0 W S ltm') 1[J <? c+J N N W O O OmI m aro W r (00 M M V V M N f.p f(l O W Iri l() V ? V V < � V V V - - - M M m M M - M - - m - - - - - - - - - N - - - - - - - M S S m N M W Oro N (JR O LLMO cFl fir' Ori a O LR I M Omi u[ N OWO YW"; N� O NOpp T -- N O S �Iy- - M- M- N N N W O�p C N N CO f0 N' O I� lA V' CV O Qi 1� tp N Oi W I� Yl OND W ^ ^ n n tm0 fD (WO lD (D "I M Eg Li 'd N d � c4 N M V sY rV 6 V c c I� n r^ S! - T 2 fOM- M M MRVVVVVMMMMMMNNN N N N N W � � � � O O O O 9 O O S M M�D V Orn0 . M W0 sfNV zt NW N M rV NMNOMNMRMMMM M MS^ONrA . . . OO e w W c7 N O m r fD V m 0 m r W v m N o m W tD lA m 0 m W r <O R M O M OO t0 m M M OW M Or6 [� fr6 r r^ M r r0 S m m N N N N N N N — O O O O O O O O m m m rn T OJ 00 f� S S S S O S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S O S S S S S S S S S S S S S S S S S 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o c o c o 0 0 0 0 0 0 o s s o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o S S S S S S S S S S S S S S S S S S S S S O S S S 0 0 0 0 0 0 0 o d d o o d o d o o d o o d d d o f3 d d d d o 0 o d o d- d o 0 0 0 0 0 0 0 0 0 6 o d o 0 0 6 o d o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O o 0 o O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8888088888 SS 888 S 8888E 88 S8888 888 S S SSS S S S 8 S 888 S 888 S S S S SB 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o d 6 d d d d o o d d d o 0 0 0 0 0 0 0 0 0 0 0 o d d o o d o d o d o d d d o d o 0 0 0 0 o d d d o o d d d d 8 S 8 0 0 8 8 8 8 S 8 8 S 8 8 S 8 S$ 8$ 8 8 8 S 8 8 8 8 8 8 8 o s S S S S S S 8 S 8 8 8 8 8 8 8 8 S S S S S S SSSSSoSo o o S8 o o 888E 8 S8 o... s S S S S SSS S S8 S88888S S SS 88888$SS 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 SSSSSSS88888cR cR ..88S88888S888SSSSS88$SSS8S88SSS88S8SSS d o o d d d d d o 0 o d o 0 0 0 0 0 0 0 0 0 0 0 0 o d d d o 6 6 o d o 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 o d o d d 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8888S�8 8888888 SEE 888888SHE S S 0 SS S$$$ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o cR 0 o O o 0 0 0 0 0 0 0 0 0 0 0 0 0000000000000000000000000000000000000000000000000000000 O Q O O O ===mD GC cp O OGtl C COCC O O O O O m O a = O G O O b O 00 P o 0 o g A 0 0 0 A D 000 N N t+) m V S h O O N N to N R It M M O O N N M M C M� 0 0 N N to cn R S H O O N N to cp V l0(1 r r r r r r r r ao W m W W W W W W W W W m m m m rn m rn rn m m m m o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o g o 4 0 0 0 o S o 0 0 0 0 0 0 0 0 0 o S o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o c o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 0 0 0 0 0 0 6 0 o d o 0 0 0 0 a�N 000So 000 rnm rn o g rn rnrn mmS mm� meo mn Wrn z - - - `z- -S mIroIS (inS - irn Lq LQ o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 fD N � - I� 01 O W N W 1� V 1� V W O W O l0 W M LO W M R M W W O O �O CO 0 0 10 N O O LL'i O> , cOlpp <O ? R pOppIpp� �{ pOp 0 0 A W m f0O I N- M M N N � 0 0 OWi 2� w�- top �� M M- N S? O O Ori - m m � tD tN0 N IA � A R- M� M M M N N fD fO a In -- W N V V a- V� R V O 4 V R V V V V -- M M M M M M M m O CrO v( M T W CWO CNn Omi cq c R C`m O W CWO M T O rW f� � M N O QNi � COO V N T W trO N N O S t0O th N N N N N O O C7 O O O O O� Qi [T Qi Qi m OCl CO OO W DO ti r IR tO tO tO t0 W W W tO t0 W W W W �O W fO f0 CO fD N CO LA CO � lO to lO 10 � Ln Ln � O Ln � � � u') lO lO 4) � CO � W lad l0 Ln Ln N Ln �Li N N N d' N N M R m O fON OI... N cyl.im N S M V CWO Oro M O(xC. . .'R . O M N N r r CMO W N O O) trD YN'S M M N O OW] g r fO - M N �2 8 NOi — m- I M N O W W c6 r M N M N W m m M N � v v v v v v v v v `ga' v v v v v e v v v c v c c v v v v v v v v v v Sv v v v c g M M M ro M M S S S S S S S S S S S S S S S 88888 S S S S S S S 8888888 S S S S S S S S S S S S S S S S S S S S S 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o c o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o c o 0 o c o 0 0 �() O CO N 1� M W O� �"� I� Ol N I� M m W V O I� M O M O- M O M O I� W- N Q� I� W- M O W- N N N 0 0 O) O) W a I� r r fO (O N� ZO V� (� N N N �- O O O CT W O) W W I� r r tO t0 W� Cn Ln V� V V M M M N N C- N N N — — — -- — — -- — — — — — — — — — — — — — — — — — — — O O - - - O 0 0 0 - - - O O O - - - - 0 0 - O N V 't VRW VI pMr WtW7 OMp Mtr> Nf� NM WM MM NM NM VpM ----Nn M N N - R 0MW N � fCO t0 Il O� Cl?RW W � O MW NVpW — [O O CO O OWO eP .6OI�) 7 NN N - --- N N N N NN N N NN-- ----Nm R O O r r CD tO CO In M N O m O Or0 m W ONO 00 0cq rl% m rl% n r r-� cW COO cq cq <q [q cx� i0 CO (ND Lq N � N h LMII � LqIaNS ll� rn m m m rn o IS o 0 06 0 o d o 0 0 0 0 0 0 0 0 o d o 0 0 o d d o 0 0 0 0 0 o d o 0 0 0 6 0 0 0 0 o d o 0 0 0 0 0 0 o d o f� tO l+') W I� O I� N W N M N f� O 10 O O N N r W (D CO f� O) R W I� M CP t0 N O O O M W O N ( Rp CO O> M W W � p-p I� O p Mp CO QI N tO 01 M t0 O I� - O M r N (D O W V' W M W M cq W W M W M p Wp p ip p Op (D �Np IWO [WO trD W tM0 NO iO iO fD N N p lm INIJ 4') iO d0' V R R R VV pR V V d' NV R VO' R M M M M M M M M M S S S S S S S S S O S S O O S S S S S S O S S S S O O O S S S S S O O O S S S S S S S S S O O S S S S S S S S d o 0 0 0 0 0 o d o 0 o d o 0 0 0 0 0 0 0 0 0 0 o d o o d o d o d o 0 0 0 0 o d o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o d d o 0 0 o d o d o--- o 0 0 0 0 0 0 o d o 0 0 o d o d o o d o 0 0 o d o d o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S SSSS S S S S SSSS S S S S S S S 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o c o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S 0 o d o d o d d o 0 0 o d ; d d o d o o d d o 0 0 0 66666666 0 0 0 0 o d d o 0 6 0 o d o 0 0 0 o d o 0 S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S o S S S S S S S S S S 0 0 0 0 0 o d o 0 o d d o 0 0 o d o d o o d d o d o d d o d d o 0 o d d d o o d d o 0 0 0 0 0 0 0 0 0 o d o 0 0 0 0 0 o c o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o c o 0 SEES ssssgs ooass-sssgsss os sagsgsgs ssssos gso 0 0 0 0 0 0 0 0 0 (R0 0 0 v 0000 oor�oc�aaoo oacvoovovovvvov vv ooa c� 000cionav vovcr JG]PCa40Oq lq S o S S S S S S S S S S S S S S S S S S S S S S S S Slo 000000p0p000oco0opc��Wop0oco (0�00000I0 W R R V d 6 M M d S 6 M M th M N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 viM VM is cr! c o nwt�allo vc�V .m�Nw uuD vinfq Sv a0 S tD V M M N N S Obi a0 S R N N N N N N N N N N N N 3 ea}{ b N c7� W <r0 Lfi cq N O OOD ttq In ci N O Ol cq (WD � M N W fpOpD IN jj LLMJ IMA - N IM Lt- .... IN - N - N - - In N - - - - Q� W W p pp W W p p F ((pMpp n tN0 O N ttOO�p N pOpD lCp(p N Ol tM0 t•J T GND f . L(. I . pip tl�pp 1� (tp0 S S S S S S S S S S S S S S S S S S S S S S S S S S S O O O O O O O O O O O O O O O O O O O O O O O O O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O O O O C O O G C 00l a�N WWMSSSSSSSSSSSS S LQ. f0 N S W u) R V M M M N N — — 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 sW!�4&� &�ww-144--S8SSSSS8S888S . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a.ciimvWi C. ct+�t�iirn Lq °r 000vompSSSS cRc S SSS M A A AM M M Pi M M M M M O O O O O O O O O O O O O S O O S S S O O O O O O S O O O O S O O S O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c o o c o 0 0 o c o 0 0 0 0 0 0 0 0 0 0 0 0 o c o 0 0 0 a 00000000000000000000000000� ��g����sgggsgg��g�gg��ggssga 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0> sgsgggggg$gggggggsgsg g 0 06 0 06 0 60 d0 0 660 60 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ........................... 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ........................... 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o b o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �Aw4s2$2��NN9�Was2So��NN� � .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. W W W W W'����������� ' W W W W W W W W 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C O 8 8 S O 8 S O O O N N M M . LNp IMp � ONO m O � cq N f�0 m Sr; m aN m W m m W OHO ^ I O-- O--- O O- O O O- O 0 0- �-- --- N N N N O1 N N N N N N N N N N N N N N N N N N m � N (n � N O O O O O O O R W O O I� p� Lp R m Ln N V R M R m N LO O p Op 1� m 0 u� W �(Ip�pO YS W O c0 OI�WOpp M M fyD �- m W fn > G O S O O O M M M [Cp aM Q> O N pmi (q Nr"i r-� .U..O O R R R R R R R R R R R R 1p OMLAO In Ai8L) SLp OLd� <4) m N(D 0 0 mI� rn OOO S Sta o0� tmp OD O W tN-p N- � t0 rRt0 N pmi uN O O - O - - - - - - - - - N - - O O m -W- W WD- 00- - WOr m m rLa 00 0000rn v� u2 LpN <p r Ln mC CN O O O O O MO OMN MMW mM M NO00 ROMo pO) Lp 0OM MASM OOl8p RMM NpML L[pp �8 VmS RMMS mRoSV V OR�RO N NILIp'i tWi[0p Omf0 RTf0 SrR�SS tDmMS ip --N('(0pp�n(MO [[pp� I.: OO O m On WN M N ON - R N 02 LN M - pND - Np mN -- m--- a O SOOO V V ar0LWpLq LWp trO MOD W. W up cq IZ �t00 N V uO fro � P- R 88858888 E88O SOO S �T V 6 O O 6 6 I� i - N--- - CV f7 f0 p1 M- V- O- � CV c7 CO I� O O O O O O O O O O CJ 0 0 0 0 0 p v N N N N V R R t0 LA � Lp Lp W a r m pJ N N N F N N > A O m N 0 O V S S S S S CO pl S SS S S S O S O SS S S S S O S S O S O OS ciTcimm mmmm-mmm-m mmmmmm�-m-mm-m Ota Oai wH M O> l00 V N O t000 tyO0j M(O tG Lp m T T br or m br pri ar � � m � m Ori � al � pri � T � pri � � � pri � al m N N S N V r -� N ^ m yyyyyy CT U N p] C1 lA m m m - p m - O - m pi pL � - - pi pi m - - - m - - - - - - T m - I � � OD tG M O - - - - - C � OO N N R -- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O w M tp m Ln L[) U"� L{'L l+') Lp Lp iA - - - W - W - - - - - - W - - - - - Lp - - - - - - - - R - r - r r r n r n r r r 'i r r f � - I � - - - - - - - - - - - - - - 14 I� 1� - - - - - - - - - - - � � (V (V CV tV lV (V tV N N h} N N CV N N N N N N N CV N N N CV (V N N N CV N N (V N CS N (V N N (V N CV CV fV CV N fV N oaa tp ��pp aN OL T m ONrn m ONi oN oN oN T ONrn T aN m ONrn T of aN bN ONi bN m oN al aN Orn T ONrn ONi m ONrn ONi aN aN T aN aN ONi m aN rn op In2o'r'9! �l mm 9 rnm o'o SSS88SS8S88S888SSSSSS888S8 SSSS8888 S8888o8S8S8S8S8S o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Y3 c O � R R O N N N N N N W t0 Lp In W O Lp O Op LO (p N N N M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 f R Ln LA to 1W� Lam[] WM W MW p MWp R Lp N Lq �Np M R p> M N m O) N N N R Lp Lp O O O O O O O O O O O O O O O O O N N W 1p CO W W N N 0 Lp W N N Om0 Lrp N N N -- N (�(� O O O O O C O O O O O O O C-- O so LL > � � OOpp p w N N- 0 0- O- L( O N- O O O N O W l0 R L(Mj p� ONO m r LOp l7 S S S S S S S S S S S S S O S 8 r r W W W W W- m- m 0 0 0 L+') Lp W N l+') p� pL Q) r R Lp Lp O. . W p� O R O LD O r LA Ln 0 0 0 0 0 0 0 0 0- 0 0 0 0 0 0 0 D- O---- O- 0 0 0- O O D O O (V V N (D t0 f� Lri 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 LL � �p � � 12 � tS - S- g?g F f0 O LD pL 8 O> 14r-� ffpp O g g � 8 O 8 S 8 8 8 8 8 p8p S 8 S 8 8 O d 0 0 0 O N N N M N K cm L(�} 8 iA S S S S S S S S S S O S S S S S S W LL' raa¢aaaaaaaaaaaaaaaaaaaaaaaaaaaaa�S8S88888SSSSS8S8 0 0 o Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ci m �ScYi igi cYi i i im�iyScl'�i ii i`�i i�i �imc�Sr��S i c� i�icYi�Scgi�S �Scyi6icYicyi6i`6i6i6ic�i6i�S�S6i d o 0 0 0 o c o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 66 0 0 0 0 0 60 6 0 N N W dyg' Lu�� Q o 0 0 0 0 0 0 0 0 6 0 o cs o d o 0 0 o d o 6 6 6 0 o W co�i o 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 o d E n C E t? L? � I[) LA W() W 100 Lp (p OD t0 I� R 1M � pJ M � N L!J L(2 O4 M ty � N W m tp O O O O O O O O O O O O O O O O N N N •€ fl n p pp O t2 N N S N V V S 2 O O N N tO�J N O R YOJ 0 0 N N-- v V - 0 0 N N S M R R N 4�9 0 0 N tV N N N - - - - - - m m f�J (YS M f7 to f7 i7 t�l th � V' V d' R = E cn F- O o 0 00 00 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o S S S o 0 00 0 0 0 00 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o S S o o S o S o 0 0 0 0 0 0 0 0 o S o S S o D o g o 0 0 0 0 0 0 0 0 0 0 0 0 0 o d d o d d d d d d d d d d o d d o d o 0 0 o d d o o d d d d d d o d o d d o o d d d d d d d d d d d d d (Wp [D l0 (Oq � Lq N V Vn' V V V M M M M (Mh 1N M N N N N N (y ON 0 0 0 0 0 0� O> (3i I Obi W OD W (V CV N N (V (V (V N N 'i N hS CV CJ fV (V N N N N - N N - N - - - - N N N N N N CV N (V CV N - - - - - — — — — - — — — — - O V O�-(O (([ppD m M ON- nIN(J �n W �! W N N W NOONW OW W W �:: M M M WW n� O n O N c OR- d.O. W LqN . 10 N . M WWV N't OO "It M <G Il (O Il W M N<O tp M OW O N N 4 (MO OND O N R t0 ,z O N OWO m m S- K (`J M N V M M (Wl M M M N M M M( 2 M N N N N N N N N N N N N N �- W N W (WO N OWi r LQ (Oh O W (MO < m� LQ M O m (WO V N O O � M N m (- 0h - S Iq V N O OMO (O V N O OMO (NO � N O W (NO V N W W MW MW W m aND aN0 W W W W S W W W W m m m m m r m m r r^ (d (O m t0 (d r r r^^ r r^ m r m m ap N OD r 2 (Orpi (00 li 00 I7 0(0 (D f� Ono O N V V OQi M OOD V ON Qi (D N S 1� CW7 N (pip W N O M 1� Oi N (D O� M O`D N OO m tD O W m M N O OOi V N O f� [O U"i N am- ONO (OD W W m O O S S S S S S S S S S S S S S O S S S O S S S O O S S S S S S S S S S S S O S S S S S S S S S S S S S S S S O O O O O O O O O O- O O- O 0 0 0 0 0 O O d d 0 0 d d d d d d O 0 0 0 0 d d d d d d d d d d O d O O d O O- N O OD fM0 R Lq M O 00 tW0 N O W I(O') N 00 N O OWD m (NO VW' m N O QWl W m 1 N N S W M N O OOl W m (WO Lq? (d ld V' V V M M M M In N CV N N CVZz O O O O O Oi m m Oi C6 - T W- W W--- -- n n n r n r- r (d (d (d (d - (d N V QMi N OQ 12 S N m S N m O N m O N l� m O N O M WD 4 W M wM O> r V aN0 I N Oni ONO On (O V V 4 m fMD S (N[J V' M CMh N N N N N N N N N N MNNN (R � W m mW N N N N N N N NN� �-W NN N n (�O W0n��OCV; WM M M M N N In h W - - - - - - - (D O , !� N O� (D M W O � r � O n O W n m m I I� I� I� I� 1� 1� t0 (O i0 (D LA ( J V R M M M CJ N N N N O O O O Q2 O: - - - - - (V - - - - - - N CS - - N N N N N N N N - - - - - - - - N - - N N N - - - N - - - - - - - - - - - — — (7i ONi ONi cNi ONi .� m� m� m� cz aN m� m ci ONi ONi ai ONi QNi aN ONi m N S I� S M N O O O O O N M R (00 1� W 'NU ln0 Obi N --------------- -—-r -,r r,: cd ia; Z g6.6 64"ion.6-Z�(No�� uWi (�( (Ni�(roi�aavvv rn m �!-, w m m m rn w rn m rn rn rn m m m rn �, rn �? rn m �-,a m rn m rn W a2 S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S 0 0 0 o d o o d d d d d d d d d d d d d d d d o 0 0 0 0 0 o d o d d d d d o 0 0 0 0 0 0 6 0 0 6 o d d d d d d 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O O o 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 d d d o o d d o d o 0 0 0 0 o d o o d d d o d d d d d d d d d d o 0 o d o d d d d d d d d d d d d o 0 o d o d 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 d d o d d d d d d d o 0 0 0 0 0 0 o d d o 0 0 o d d d d d o 0 0 0 0 0 0 0 o d d d d d d d d d d d o d o 0 0 0 888888888888888S8SSSSSSS888888S2S8SSSSSSSSSSSSSSSS----- S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S ci S S S d d d d d d d d d d d d d d d d o 0 0 0 0 0 0 o d d d d d d d d o 0 0 o d d d d o d d d d d d d d d d d o d o S S S S S S S S S S S S S S S S S S S g S g S S g g S S S S S S S S S S g S S S S S o S S S S S S S S S S S S 0 0 0 0 o d d o o d d d d d d d o 6 6 0 0 0 0 0 0 o d o o d d d o 0 0 0 o d o d d o 0 o d d d d d o 0 0 0 0 0 O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O G C O O O O O O O 6 O O O Cj O O G O C 0 0 0 0 0 0 O S S S S S S S S S S S S S S O S O S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S O S S S S S G C O O O O O d 0 0 0 0 0 0 0 0 0 0 0 0 0- O--- d- d d 0 0 0-- O O O O O O O O O O O O O O O O O O O O P o O O OoOp40tlo0 Od00 C]CS C p[ d CAdOOGO9POO Oqo CJ OPQO - O o � O 6� p O G O G OG N M 9 � W O h 0 0 F2 N N O m R V o- O O 12 2 N N M M� w 8- 0 0 � 2 N N M M C < 8 (- 0 0 � � N N R- R V- 2 V R ? R IA Vl N Ln Y'1 LL� VS - - - - - - - - - - (O w (d (d (L tG - !� - n n n n n - n n � n O - o7 CO - - - - W - W OO 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o c= o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 0 6 6 6 0 6 0 6 6 6 6 0 6 d o 0 0 0 0 0 o d d d d d d d d o o d d d o d d d d d d o d o d d d d d o 0 0 o d o 0 0 o d o 0 o d m m m S Wr � �� Or m m fW0 fLpp - (ND t0 f. LWp . LLpp . LL( L� S R R V R R R� L`m') M M M M M M N N N N N N N Qml O V: r-� o m oR tp tq tW0 WO LlM N N u( �cc'I t'0 LO(l u� r u� Lq tr0 O g �N N Lpm� � OWO N N � N O mV sY 7i W Om0 O V � W 1� V r m N LM W O M m T N W W lrp fop LL J a0 W OD N W W 1� O tr0 N I� r M r r m- T-- tr0 -- 0 O N SV NNn rm MO N � nO fOp�{ O SQ��rmmmTOQi m LLLf0J trM0 NNtp Olp r tV 0m nW h 0 O f0 fV OO Mfr W WMW ONmmMKNOWW r O - - 4- --O n - p ( O o O n ) V V V - - --ppf0 V st V C a S O O S S S S S S S S S S S O S S S O S O S S S S S S O O S 8 0 8 S S S S S S S S S S S O S S S S 8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W W Ot m 0 N M R V: m N� f0 O N r O) N r O M fp N m N f0 m M f0 O V W N t0 O V (r M�� M N — O O m W r-- V- N N r O m m W r fD La) �� M N N �- O T ll� m r r fD Ln In �� M N N O-- - t0 t0 W fp W Lp L+') Lp Lp Lp Lp Lp Lp Lp W Lp - sT -� c{ � sr R st �� .ct R M M M M M M M M M M M M M M M M N N N N N O Lp S O O N r 9 N M W O r-- m M m r r W W M- W- fp r O O r-- r N R O r- L (O ip r W fn . M Lp r n N Ln W M W N f O LA m V m O vOpp O Lp r M fr Lp . W Lp N aT r p! f W�pp r -( M O W r lq ffLqp O' f�J LA M tT O2 f0 ' E LV O tT 1� Lri V fV 6 tT 1� f6 O> O> m OO W OO � OND � � -- � n ^ r n m m Lp T ZS m tND f0 lWp Lp m N N N r r 0 0 0 0 0 0 m p) pt m m m NW S W� fmp cq cR fMp f0 fp m m LNp LOp R R < R R CO M f•Lp0 M M fO�l N N N N N N N W fp ItM 0 0 N V S OD M W O ip N ONO IA N oM C R ar LQ m N O aL WN n fNp V V M M M 1O M 1N m m m N OWp. ^^. r 1p N O O> r fp M r O Ot r fp V M N O- W--- M M N N N N N f7 M M M M N N r r 0 0 0 0 0 0 0 0 m fT Ot S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S 6 6 6 6- 6 o d d o d o 0 0 o d o o d o d o d d d 6 d d 6 d o 06 d 6 o d d o 0 0 0 0 0 0 0 0 0 o d 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S cL3 S S S S S S S S SS888SSS8SSSS8888S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S d c o 0 0 o d d c 6 6 6 6 6 6 6 6 6 6 6 6 6 0 6 6 0 6 6 6 6 6 6 6 6 6 6 6 0 0 0 o d d o d o o d o c 8 8 8 8 8 8 8 8 8 8 8 8 - 8 8 8 8 8 S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S 6 6 6 6 6 d d d d d d d o d d d 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 0 0 o d d d o 0 0 0 0 6 d o o d o d o d d d o 6 6 6 6 6 6 6 6 0 6 6 6 6 6 6 6 6 0 6 6 6 0 6 0 6 6 6 0 o d o 0 0 6 0 0 6 6 6 o g S S o 0 0 0 0 0 0 o S o 0 0 0 0 0 0 ofS o 0 0 0 0 0 0 0 0 0 0 o S o S S S S S S o o S S S o 0 o S . . . . . . . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O N N L� N V V Ln m 0 0 N N M M It R f LLpp O O O to N N M M V m LLpp O O N N N m Li0') S O LT m m fP W IT fT m m fT fT fT O O O O O O O O O O O O� � N- N N N N N N N N�- � r � r r � � � r � r r 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 oo 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 00 0 00 0 0 0 0 c 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O g o 0 o d d d o d o o d o 0 6 0 o d d d d d d d d d d o d d d d d d d d d d d d d d d d d d d o d d o rn m (o v N o 0 0 o o 0 o m rn rn rn m m rn rn rn m m m m m m w mrl% rl° P- r-� rl% r� tir-�(R in O �2 Q-, m S M r R N 0� 1.---- (Op r 0 n OOi OOi � M W V N N M( m- M N N V W M O O,. S O CN'l 00 lD (D (O (O O V- R- V V M M M W m N tM N M N NS�- (q N ^ ci S (r0 M r OD (O Ljr� M N N W N N (O�1 ((q ODD O M (MO N M (mD O (00 S r M N 0 OOi T ci M 0 0 0 0 0 0 S S S S O S S O S O S S S O S S S S S S O O O O O S S S S O O S S S S O O S S S O O S S O O O d d d d d d d d d d o 0 o d d d ci d d d d d d o o d d d d d o o d d d d o d d d d d d d d d d (A O (() S L[) O m 0 (n O (D N 1� M 00 O� lad I� M O) I� M O> W R O I� M O O M O (O M O S S O O OI O OO I� (O (D N (�[) (? 1? (? N N N O O O - � O) (V CV CV CV tV CV CV N CV CV CV - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - O O d d d d N(� NiA Ol R V NR NV r�mM�WN �NNM01.tOCW c [D (D (D . Mcl NN Na V a N M -O- UM NN �n �2 W �:: 4 O O 9 O O O T O. o QOm 1 S SWSm S W HOOr r n rr^ r^(7i . W d d d d d d d d n (00 (m0 W(D tr0 (00 t�D (�D M(O (ND d d d d d o d d d d d d d d o d d d d o o d d d d o o d o 0 o d r O-C - O N M � - Oro O N V (rD OOi � trJ (NO OOD � a � O ('�I tN0 � N (OD T (+Ol t-0 O A � tD (O(l � � O N - - W M O S S S S S S S S S S S S S S O O O S S O S O S O O S S S S O S O S S S S S S S S S S S S S S d o o d d d o 0 0 0 0 0 0 o d d o d o d o 0 0 0 0 0 0 0 0 0 0 0 o O o 0 0 6 0 0 0 o d o 6 6 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 oc o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o S d d d d d d d o d d d d d d d d d d d d o o d d d d d o d d d d d d d d d d d d d d o d o o d 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S 0 0 0 R 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o c o 0 0 0 0 0 0 d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d S S S S S S S S S S S S S S S S S S S S SS S S S S S S S S S S S S S S S S S S S S S S S S d d d d d d d d d d d o o d d d d d d d d . d d o d o d d d o o d d d d o d---- -- d o d o S S S S 8 S S S$ S S S S S S S $ S S $ $ S S S S$ S S S S S S S S S S S S S S S S S S S S S d d d d o d o d o d d o 0 0 o d d d d d d d d o d d d d d d d d d d d d d d o d d d d d d d d d o d d d d d o 0 0 0 0 0 o d d d o 0 0 0 0 0 0 o d d d o 0 0 0 o d o 0 o d d d o o d o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o S o 0 0 0 0 0 0 0 0 o c o c S o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o c o 0 0 0 0 0 0 6 d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d o d d d d d o d d d d d d (O v On N O N N M< N O N N N N N N N O (A O O m 0 l[) O In O- O� O- O (A O I O N O O O (A O- O- O- S N O- O (A O- m- O- O- O 0 0 N N M M�� LP (n O O N N M fM � V (n O O N N M A R (n O O ft+ 0 0 0 0 0 0 0 0 o e 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o c o o c o 0 sssssssss 000000000 C G O G G C G C G N i0 O Q 2 N f� i00 O O O O O O O O O tW eMNM7 00 M 00 f7 Op�pD p�p Wp� V Vc4i R R V V M S S S S S S S O S G G C O C C C O G 0 0 0 0 0 0 0 0 0 $SS$$$SSS 0 0 0 0 0 o c o 6 mEi21IS9�;f9 O� � N N C A C .. .. .. .. .. .. .. .. .. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 3 c o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o S o 0 0 0 0 0 0 0 0 0 0 0 0 � p o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O > N S S S S S O O O O S S S S S S S S S S S S S cR S S S S S S S S S S S S S S S S O S O . 0 0 N N M R A t O O O C O O O O O O O O 6 0 O O- 0 0 0- O O O O C O O O O O O O O- 0 0 C- 0 0 0 0----- O- 0 6 m � N Q p p p O O S S S S S S S S S O S O S S S S S O S O S S O S O S S S S S S S 0 0 0 0 0 0 C O 0 0 r c0 W Qmi p V 0 0 0 0 0 0 0 0 0 C O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N rW � S O O O S S S cR S S S S S S S S B O S S S S M crr crr cci ci li M ci M M M M M M m crr c! c7 cn O lW[l W uW N cWp M c o�000 oo-------------- oo- -- -mco-- --- -- ---mlo co rocpo co r r � mpi oio m m a d a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o g 4c.� S S S S S S S S S S S S S S S S S o cWll v m v N w o v r° o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0- 0 0 C 0 0 0 O O O O O O O O O M M M M M M M M M M M M M M M M ME fr M M M N N W YM"� cM0 c�D M M M M M M M M M M M M M M M M f M�� M M M M M M M M M M M M M M M M M M M-- M M M M��� M M M M Q O O O O S S S S S S S S S S S S S S S S O O pN1 r T3 p U O O O O 1z Oror NNN0�-- M< MRN�cD O O O O O O G O G O O O O O O O O O OD4-- O--—- W W W-W o6VbWOND Or f7 N N N M M V > cO O m ryryryry v O cD �D CV M cal T cfl cA cD I� r COW O C. LA VLq S O S S S S S S S O S Ili cr; S S S S S S S S O S S S S S CCU N � pp O� QI N N cD V' W N N M T O iD I� N W M Ori � Ori c m � or � Ori T Ori T Ori Ori o Ori Ori T T o� T Ori Ori T Ori N C C) W O N N N O r N c0 W O O O U O N W ri 6) M f� O I� O tp R Cn ch OC CV I� CC Ol p�p - - - - - - - - m m p�p Oppi Oppi Oi m Cn CpT O) Oi Oi p�p Q) CT l0 N M V c0 r W 0 W O M R W r N M M M M M— S S M S M M M M M M Ih C7 - N S M M M M M M S M M M p N N N N N N W--- V--- 00 N-- r n n n CC .� O O O O O �-- CV CV cV cV cV cV cV cV CV CV CV cV (V cV CV cV cV N CV CV CV cV CV cV cV CJ cV CV N cV cV cV CV (V cV CV CV CV cV CV CV N L o a a r W M-- W r y W- cD N N N N N N NN N- N N N N m N N N N N N N N N N N N .Q M N � N iA r c0 R iD T N N QI T OI O M O W O O - O) O) O> N Q> O> QI T QI O m O T OI O) O> OI (n O> O) (T OI OI O - O C O O - - c0 I� 00 O - - - - r - - r - r f� - - n r r - � � � r I� � n � � � r � � r I� � r . . . . . � y" M M V t0 r W QI O O O M cD W p) T O m O O O OI T O T O O O) p1 6) pl O OI OI m CP t 2 O p1 O Ol W W tr m d A IY y p V S S S S O O S S S O O S S S S S S S S S S S S S S S S O S S S S S S S S S S S S S S S S S S S S S S S S o d o 0 0 0 0 0 0 0 0 o c o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 � o O S r r r r M M M M M M N N N N N N N N N N N N N a V V R R R R cNp i0 ccq cN0 [ND T N N cr0. crD S S M cOD W O aom mrn m �� � ��� o c�i cal c�i cal ui i.iu-i ui lri virrrrrrrrrrrroir ai ai ai ai of of of rrr�vrrSS��rW m^� s N N N V V R R - - - - - - - - - - - - W - W W W - W W W — — — — � M M M � UJ c0 cD r r W W - O �— ONo U M V R R R N S Ii0') 1- - - - - N - - N - c[rl c! � � � � � � � t0 � � � ^ � � � � m N S M Op N N - cop - - - O V O� O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O N M l[) W c0 cD W W T N M S 0 0 0 0 0 0- O O O O O O O O O O O O O O O O O O O-- 0 0 0 0 0 0 0 0 0 0 0 0 0 0--- O O- 0-- li d' pppp GGpp OOpp OOpp ss{{ W m N- m 2 2 2 2 22 M M M M M M M M M M M M -- R� � V V' R R cD ���� � � aM— � OroaND W O S S S S 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N N N M > o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W � N N N N N N .. N N N . N .. N . N N Cy N N N N N N N C7 ch c"J M M Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 m 0 0 0 0 0 0 0 0 0 0 o d o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o c o 0 0 o c o o d N 46 y d d' J C lD O O O O M M M N N M c0 cp c0 w w W W- W w-- O w O O M M M O O M M M M m M M c0 M W M l0 � 10 u! --- M M-- N- N N N N N N N N N N N N" N N M M N N N N N M N M M M InM "T l0 Lq c0 c0 •« C C 0 0 0- C C C G G O O O O CJ 0 0 0 0 0 0 0 0 0 0 0- C- 0 0 0 0 0 0 0 0 M M G O G 0 0 0 0 0 0 0 0 0 0 0 0 •E A In S E Ino mcDW rrrrrrW W W W W W W WmW W WmWmrnrnmrnrnrn--. . . .�v, v, u?u?1?1?rWc?N i v eo 6 6 6 6 6 0 0 0 0 0 6 6 6 6 6 0 6 o d o 0 0 0 0 0 0 0 0 0 0 0 c a p pp pp 1pp pp O N N m M O K S L O O N N ccn n R cq IIS 0 0 N N S M�� YO"i 4� O O N N S M V V LLq UJ O O N O 0 0 0 0 0 0 66 6 0 - — — — — — — — — — — — N - - - - N N - - - - - - - - - M Mo = E �o S S S S S S S S S o S o 0 0 0 0 0 0 0 0 0 0 o S S S S S S S S S S S S o 0 0 o S S S S S o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 6 0 0 0 0 0 0 0 0 6 0 0 0 0 0 0 0 0 0 0 R N (WD r toONOEM Mr S N ZS r WO I (WI-D - - N�MMMMMMNN NN N N N��t2 ;t � � O �- ((N D<L(M O O OOO (V (VNN N N N (V N N - - - - - - N - N N - N - - - - - N M fro N am- V r V� fD fMD M N ONI r N � N ( gip OWO N S (�O � m� N � [N7 n (h �r}- N YO'J O 1� � 1��� Lq f. ^N W r� � (MO M N V r M TN fMLI N^ �Op" N O O O ap N f00 fIOD O N M Yam') n {aW�D {O� N V fOD Qr� S M ci ONi Oj tWJ M M M M N M M M M M N N N N N N N N N N N N N � � O O N ^ LqN O Opp (Mp �N' ON � rl% L � a� I- 110') ry 0 rW (WD• � M N M W f O �Ilir In M O cc! W I �- fT r W N O W (Nn uMi u� (`ten urn u°Oi vQ'i is (Mo f`o (Wo � n °r°�m� ���W m mmmallo mmmmeo ao aom waoom W aoom on ari on fri arfin �ard� n � n� ��� (nv f Lq voi�m� M m f`SM(�m n�u�1, ma ( (uqi ao �-' uriSvrnfNn��v� m tq uui min r rn12 �c2N o-Ma-upp-i-prnp �pp oorp- o ma rnmrn�mm�mmn� Z6 9 nro �c�No oA uri�u`t�u g - - W - - - W W - - - I� S N N R- c-q O r- u S O r N O S S S S S S S S S O S O O O S S S S O O O S O S S S S S S S S S S O S - O N m m t6 O O6 M O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O SSSSSSSSSOSSOOSSSSSSr�AM W mO�No W �M��r409NO�MDR�m. Lqr-c;-2 D<NSI�%A Oi � � � � 91 91 � m � $2 O � � O2 fT m fr � Cn c6 OC m ?d r r r � (G (O cd t0 u7 N u) L u) K V C 4 M m m M - - - - - - 777 m m m mmmmm m m m m m m m m m m m m N V m N V N V r m N V n S N R N r S N� r S N N r O N N r Qpi p�p Oi Ol - Oi Oi - Oi Oi Oi Oi O) Oi Oi m - - - r V W fG pMp�� O I� - N Oi - V � �M-- M (h M M- N S- M S M S M M S S S S S M M M M N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N u) u) (t') u) In (1') u) - - (1') W l(') - u) - - - u) - - (C) In - W (C! ll"! - - r r r r r r r r r r rr% rr r rrrr rrrrrrrrrrrrrrrrr� rrr r r r r r rrrr (V N N N CV N N N (V - N N - - N N N CV CV (V (V (V (V (V - C4 IV (V CV N N N iV N N CV (V (V (V C . N N N (V 1V li ( . (V CV (V (V (V (V N ( . N N N N N N N N N N N N N N N N N N N - -- N N N N N N - N N N N N N- N N N N N N N N rn fn rn m rn rn m ,Irn rn m rn a m W m m rn m rn rn rn m a3 m m m rn rn rn W rn am rn m rn rn m m rn m rn rn m m rn m m m rn rn rn rn m 9! c4 14 ; �2 rnr2 I2 r r•I2 r T T�2 9! � � �2 r2r2 rn m m m rn rn rn m rn m rn m f r m m m rn w m f n w m m m f n rn m rn m rn m m m rn m w m rn rn rn rn m rn m rn f n m m f n m f n m w m rn S S S S S S S S S S S S S S S S S S S g S g S g S S S S S S S S S S S S S S g S S S S S g g S g S S g g g S 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 66 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o c o 0 O- N- W W N- O- u) O O OOpp M u7 r N O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O p r-- N< W 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O f+l tT 6i f7 tp (V OO - W - (�) Oi � O-- O O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 (nf92 W W Mlerno( -.�Ir l�� 11') u) 1!) W fD W N M 4'i ITS M N fW0 (WOE �sr NN S� �C� V MN SSSSS SSSS SO S OSSSSSSSOSO S O S84U SSSSSSS u) Ip W m W N Ol W u) N u) N O O O O O O O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O O O O O G O O O O O O O O O O O O O O O O O O O O O O O G C O C O O tOt�� O p Sppp 1!1 m rW W�W V' W M� O YO'i OO MV R OOi OND OV M S S S S S S S S O O S S S S S S S S S S O S S S S S S S S S S S S S S N A N O SSS S S S S O O S S S S S S S S O S O S S S S S S S S S O O S S S S S S S S d o 0 0 0 o d o d o 6 .= d d o d o 0 0 0 0 0 o d o 0 0 o d d o 0 0 0 0 0 0 0 0 o d o 0 0 0 o d d o d d d o Q¢¢ Q¢¢¢¢¢¢¢¢¢ Q¢ W rn W rn tp o 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z N O O S S S S S S O S S S O O S O O O O O O O S O O O O O O O O O O O 0 0 0 0 0 0 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 6 0 0 0 0 0 0 0 0 0 0 6 6 6 6 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 WWNWNMNmSSSS OSSOSSSSOSOSSOOSOSSSSSOS(O (D r nre0 OO O M I f0 S S S S S N M V W W W W V) Q( (O (n M N O 0 0 0 0 0 0 0 0 O O O O O O O O O O O O O O O O O O O O O O O O O O N O (Wh R (� O O N N O N g N O O N N - m OV N IIl O O.. N N M M :� LP O O.. N N f7 M R V N R R V' V' V V - Yf - - - - ui u'1 u) u) � u) � 1p w W w t f - - - - - - 1� r r r r r ^ r n - - r - - - - - - - - - - m w 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o S S o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o S o o S o o S o 0 o S o S S o S o S o 0 0 0 0 0 0 0 0 0 o S o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 6 0 0 0 0 0 0 O O O O O O> m O] O OOi O00 cc! m CO W W OOO Or 0 ( f� r 0rD f0 (00 CD (ND (O Lq to . Lq � S R st R V V R V M M (Ol) v0 N CV N 'i 'I( i - N r O N N N-- O N M M O t0 M O 'i a OO O M Di [p la) r O M W V pN (O vz r M ( OJ �Op] oO M r O N N (7 N S N j O O O O O O 00f O� S O�i T Ol O m S W W- Oro W W- W W -- W O O O O O O N O W (NO N O m N M S S S N O W (NO, N O t'p N O-R (00 (( M m S O ONO N O n C07 S W (O (O (A ([l N V V r rrrrrrrrRr;rCri rMrMrCr7 rNr"rrVNrNrr ;OrOrOrOrOrtOci O(ci t(Tc Otoi tOoi O(nD ttoc OcoO 0(c0 io 0to0 or -r 0r 0r or -[O mi ot0 m(O -(Li - (0Om00i uTi luO> ^NTui ��uWOli �- O-NgDtNNNSu�ln u�O M f2mvrfN NM AO- MNNO�4 (N zt M tpp 9? RN.9OSWW 9 2 MMn Mn M 7 N N n n n uun O OO O O OOvvvvvvvvvcvv---n n ion nv S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S(R S S S S S 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 M Of t00 N O OOD ^ CNO V m N O S W Or Lq V N m mr-, uN M N O ai W1,-: cq t•O'J N O O O ONO 1� ll') M N N O- ON - 00000ofofofofofviof--w---mW r I r r r err r- ---(d- -- - - In In In In In In In In to In lri v vv N lA O N O M (O N Oro cm M� 0 MSnrNN0 WN t00O m uiO m O < O Qi I� (V O OD In t7 Oi M� Oi L6 M ODDVVOQC O m r N N O N62OO W OO OO — � � � � � � .1 � � ` t0 nI � � � � � � � � � O O O O O O - I�N h l2 r[�2 O N-- MO? lW I-- M N N N O O S 9? - O;W-9WW^I-r-MO- rrtDtDt0 tR ) M O ���z ( (O N N N N - - - -V- - - N - - N N N N N CV N N N CV N N V V - - N - — — — — - - r'- — '— — — — — c c N) ON) N N N 'N �2 O O O O MS RNON 9-- A M B A- 4 O CO N 9O� - n n- n n- 0 M Oi r,: ONO W n tm0 (OO zi (NO S n lNn V - R M tr7 m S N N N N N N N 1 f R � �N-- O O2 91 (T O O — 02 T O) O a' O S S S S S S S S S S S S S O S O O O O S S O S O S S S S S S S S S S O O O S O O O S S S S O S O O O S S O S 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 S S S S S S S S S S S S S S S S S S S S S S S o S S S o S S S S S S S S S S S S S S S S S S S S S S S o S S 0 0 0 0 0 6 6 6 6 6 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S SSSSOSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 S S S S S S S S S S S S S S S S S S S S S S S S S S S S ci S S S S S S S S S S S S S S S S S S S S S S S S S S 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 66666 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O o 0 0 0 0 0 0 0 0 0 S S S S S 8 Soo S o S g o o$ $ S S S 0 0 0 0 0 0 0 0 0 0 0 0 0 o O g o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o c o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o c o 0 o a o 0 0 0 0 0 0 0 o is n n n o 0 0 0 0 o d a o 0 0 0 0 0 0 0 0 � � o 0 0 0 0 o a d© C o v o r n a n o 0 0 O O F �9 N N O M-< N- O O� � N N c tq R l� B O O,R t2 N N M m�- 1 l O O� � N N M M l0[l 0 0 N N S OI 01 O) 01 O) O) T m 0 O O- O O O CJ G O C O F O F (7 - N---" CV C i CV - CV N CV Ci M C i M-- M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o S o 0 0 0 0 0 0 o g 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 d d o d d d d d d d d d o o d d d d d d d d d d o d d d d o d o d d d d o 0 0 o d o d o d o 0 o d d d d d d d CM7 M A F. N N N N N N N m 'T 2 � ; 0 0 0 0 9. O O. S Orni Or1 OWi T ONi ; 001 OWO W W W OD W ONO OOO rn - �- ------------ - -- ------1 —. �—. q d d d d 0 d d d d d d d d O d d d d d OO 0 0 tJ . d O r W r M r- W O — O-� O W M V im- V OW .1 O M � � M- 12 W CWO � m 7 m N O� � V� V N � N V ONO M O 9� T � 4 I� N Opp) 0}}0 W L+') Ql W O M r N M iD W W �O tD tc0 V: N �rIlz Ljr� V N O OWO r L ton r' O W (W0 �[ O OMO WO l� m O W Cr0 lt0> C7 O OD CWO LNn M N O OWO n 4W') R N O T r ip R M Ncq CD t�0 t�0 tip 2 CO tM0 2tM0 S - - - - - - - - W - - - - - S - - - - N - � � LLW'J � 4W') In � � 4W') ltr"l OV t�q ppOpp M lMD Qri M t0 N OWO � c t0 M O CIOi OO N N r r NW T O N V cR N LLq W N� tM0 tWD N W In W OWO CNO N S OO tNp V S t0 � LM['i L 2 S W LA cli M N O N N CW7 M tNh S N N N N N N N N O N m � 0 6 r r r to m v v v v v a v v v v v v v v v v v v v 0 0 0 0 0 o S 8 8 8 8 8 S 8 8 S S S S S S S S S S S S S S S S. S S S 8 8 S S S 8 8 8 S 8 8 8 S S S S S S S S 0 0 0 0 0 0 d d d d d d d d d d o o d o d d d d d d d d d d d d d d d d d d d d d o 0 o d o 0 0 0 0 o d d o o d d d d d d N 4y r 6L N In N O M CD M N Iq O> N tD Lq M tD O W N W O� o> M r N CD Ln O Ln 0 LA O O Ln O Ln (b N r s{ T W r (M r W In < V M N O W— W r r—-- --� N N O O O W W r r-- In - V- M M N N— �-- O O O- m W r r— W— < C7 M M M M t� t7 C7 M m Fi C7 c�J C I t7 C7 N N CV CV N CV N N N N LV CV N N CV N CV CV CV N - � - - - - �-- '- � - r r W - M M tD W tD tp r 0 O r-- r 0 � O r L - N r M 0 W W O V- W r r O M � N W� M N 01 � W s . 4- �-- r M W Lq LNG W u N 01 r N of r N M N O Cr prp l0 tLp V' f�7} M N N p N OOp. N N N O V pLLQ tD Ip�p m O M tp W O ONi Q� W D OWO W n tOD tNp tMD tN0 t0 N Ln L( LA Ln LM(l LN[) L(J to V R R V V V R M M M M M M 9 M M M LNn Lt) V V-t R M Cry M M M M N N N N N N N O O O O 0 0 S m N m N N m m O) S W cq m W W m W ap m Ln N m CrD � T� LQ CCi N O N ONO � CNO N m M M M M M M N LQ W r WR Q O N Ci lA W O N R tr0 m M tN0 W d ai �t6 Lri vri�doi ao �t�i mrnrn Simmmmm mmao ao0�F2rz �e �� �z 2w- rn`T t`�o t`b 1 �cNo io t�ton °Ln'L�i 9 O o 0 0 0 0 0 o w m m SSSSSSSSSSSSSSSSSS888SSS88888S888SSSSSSSSSSS8S8SSSc S a; d d d o o d d d d d d d d d d d d d d d d d d o o d d o d d d d d d d d d d d d d d d d d o d d d d d d d o S o o S S S S S S S S e o 0 o S S S o S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S o 0 o S o d o o d d d d d d d d d d o d o 0 o d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d o d d 0 0 0 0 0 0 o O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8 8 S 8 S S S S 8 S S S S S S S S S S S S S 8 8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 d d d d d d d d d d d d d o d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d 6 d d d d d S S S S S 8 8 S S S S S S S S S S gi S S S S S S S S S 8 8 8 8 8 8 8 8 S S S S S S S S S S S S S S S S S S S 8 SSSSS88S888SSSSSSSSSSSSSS8SSSS8S8888885888888S888888888 d d d S. d d d d o d d d d d d d d d d d d d d d d d d d d d d d d d o d o 0 0 0 o d o d d d d o d o d o d d d SBSSSSS888S8SSSSSSSSSSSSSSSS888888888S888S8888S888c Sc Sq 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 d d d o o d d d d d d o 0 0 0 o d o d d o d o 0 0 0 0 0 o d d o d o d d d d d d d d d d d d o o d d d d d d o S o S o S S o 0 o S S S S S S S S S S S o S S S S e o S S S o 0 0 o S S S o o S o S o S S o S S o 0 o S S S S o d d d d d d d d d d d o 0 0 0 0 66 0 0 0 0 666666 d d d d d d d d d d d d d d d d d d d d d d d d o d tW�J L� O O O W N N M m 7r <- 4W> O O O N N S-� R LLp � 0 0 0 W N N COY N� V- L� O O O N N COn m R lL0') 4W') O O ni rim ni o-ivvvvv v v v v v vv VL.2 i2 Lri t2 L2 to t2 t2 L2 L2 L2 Lv ro ro iR dR-is-dui is iu- is Lib 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 q 0 0 0 0 0 0 0 0 0 0 0 0 g 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 g 0 q 0 o S o 0 0 0 0 0 0 q 0 0 q q q 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o c o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 (cM On m m (jR tR tR tR (q IO tjR NrIh m In m R R V V R m m M M M M M M M N N N N N N N N N N N rn CO 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O m N I�l ttq m m N D O N S Lq N W m m N R fOR O t(Ol OOR m 0 m V O 0, pp m 0 t0 cl . M Lq aO R cn m Ot m tR l[) LR m M N M M m m N N N N N N- m m N N N N N N N N N N N O C-' a2 tR tR M N N m 0 0 0 m T W M M M M N r N - tR IR IR (D f N r N W M- V Ot � - N M - M M t — I� M-- N � I� R O n M O- M O t M N O M n tD � M O t9 r W( CV � Qt to O ut M N O at . t0 ttJ m N O R] tD (R 9 N CT O tL LQ R N �-- O to r tR V N O O iD (D tD t0 t0 l[) t() lR l() to R V R I(MJ IMCI I[Ml N N - - - - - - - tR - lA ll1 - - - - - N - S K R V R V V OV VO' V ui It'J IA tt) It'J IA LL'f 4', Lppp l[') tU(pp tOR tOR � W O N tOR aS N LQ tTO tM(DR I� (q t00 N OOR V O ^ V (L! OSp ON O O� cr1 O�J O N - I[] IOC O. V O V m m tNR tOtpp tR V M N O OO 1� m V m N O Q� m t0 M m N N O Qt OD 1� lOR m R M N O Ili top crR m V AMR 9 6 8 2 u0Y I[�J u� u� � In &i In 0 0 0 0 0 0 0- M tr Q) M Ir to M M m m m m m� m O m r M M m m M N r r r O O t0 tR tR tD V V V V V V M M M M M m M M M M M M M M M M M M M M M M M M M M M M M M S S S S S S S S S S O S S S S S S S S S S S S S S S S S S S S S S O O O S S S O S S S O S S S O O O O O S S S m tluj t() C V M M M N N N �^-- M O O c? S OOi m COi W W r r r tOR Ic1J INR lx� V V V< m N N N N N N" . . g q 0 0 S S o d o d d d o d d d o 0 0 0 0 o d o 0 0 0 0 0 0 0 0 o d o d d d o d o 0 0 0 N V (R DO � q tND tO� R n O S S fy i0 -2i S t0q O -RR N t—q O -t 00 N I� 'RR O lA -1i R Q� V m V S V c Q^1 lR l0(1 tMD N 000 M S S a to tD I[3 I[S N O O 41 C2 W�� IR I2 � V �� O O- m IXl � ri t0 t0 In tR V' R M M M .-n-��ZR�������2t2;%m ftn n4iugvvvvvvlWv94!44 8 O O O O O O O O O O O a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0-- 0 0 0 0 0 0 0 0 0 0 0 0- O- 0 0 0 0 0 N t ap tlp� O t(l c! tCtRQ$ m GRp: pip O (INpA m VMS' O S a0 m m S W M W M W M T V O tOR tq N W c! as w r M 0�1 h W V O ttq S fR m m to to tMl'� m in sY sT V < V sT V' R t•OJ M M M m M M M M tl((�j to m m- m- � pp O M A A A A M M M M M M M M M OO SOSSOSSSS S S S 8 S S S000 SS SSS S S S S S S S S S S S S SOOO S S 88 S S S S S S S SO 0 6 6 6 6 6 0 6 6 6 6 0 6 6 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o c o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 g 0 0 o q o q o 0 q 0 0 0 0 0 0 0 q q 0 0 0 0 0 0 0 0 0 0 0 0 g q 0 q q 0 0 0 q 0 0 0 0 0 q q q q 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o S o S o S S o S S o 00 0 0 0 0 0 0 0 0 o S o S S S o 0 00 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 q 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o c o 0 0 o c o o c o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 S S ob S S S S gi S S S S S S S S S S S S S S S S S S S S S S S S g S S S S S S S S S S S q S S S q S S S S S S 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 6 0 6 6 6 6 6 0 6 0 0 0 0 6 0 0 6 6 6 6 S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S 0 o c o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 0 0 0 0 0 0 0 i 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 S S S S S S S o S o g o o o S S S S S S S S o S S S S S S S S S g o 0 0 o S S S S q q S S o 0 o S SSSS S 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o c o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o craaotdn�aonnaaanooc5onnacinoaat�ari00000aoaaaa00000000ca RCRGa o to o to m M o to to o to O tR N to M tR o to o h o to O W N to M m o - o to o to o to o to m m o to o to S to o to o u o m O �- N N � V IR 0 0 N M Ir V Uq 0 0 N at V' to to 0 0 N N V R-- O C N N M V to lb tD O2 m tU t2 tD OR t2 (T T Ot Qt R O T 12 O, T O O O G G O C C O O O O O O N N N - N CV N N- t N N N N N N N N N N N N N N N N N N N N N N- N iV N CV N N N N N N BSgSg8Sggggg888SIS 00000000000000aoe t2ZtVV�2 98888888 o ................ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �2(O �2 NlfMD IOMD -t O Epp p9�9, mp pp Qj 4 A N �p �y R� gN ¢� tip 0�ppp O OD � ((p C4D ! a2jj �p F O �O 932 f2 AS19O�mMvFm O O C C O O O C O C G G C G G O O O C C O C C C C G C O O C G O S S S S S O S O S S S S O O S S G C C C G O C C G G C G G C O O S S S S S S S S S S S S S S S S C G O O G C C G C C C C G G C O g 0 S S S S S S S S S S S S S S OO G OO OO OO OO OO OO OO OO OO OO G OO OO O S S O O S S S O S S O S S S S S 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 g g g S g S g g g g g g g g g g ggoggd4ogg0g$0gogdg$dggdg$ogdgogg0g04goggd� 885888$$$SS$S$a8 gg0gg0g0g0gg0gg0g0gg0gg0g0gg0gg0g0g0gg0g0� g8Sgg88S888888SSa d d d d d d d d o d d o d d o d> F- gggg$8$8888$SS$g 0 0 0 0 0 0 0 0 0 0 0 0 o c o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 $$$gg$S$$888SSS8 0 0 o c o 0 0 0 0 0 0 0 0 0 0 0 �aoaOaC]OOcaaa000a a�2t MM�yyRM48�`AyM!4s`PBy N N (J M N M NsN N {N M N N N N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 3 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 'E j o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N S S S O S S S O S S S S S S S O S O S S O S S S S S S S S S S S S S S S S S S S S S S S S S S S O N M C A$ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O O O O O O O O O O C O O O O O O O O O O O C O O C O 0 0 t0 m W N � p S S S S S S S S S S S O S S S S S S S O S S S S S S S S S S S O S S S S S S S S S S S S S S S O N O N C 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O C O 0 0 0 0 0 0 0 0 0 0 6 0 0 0 0 6 6 0 0 0 0 0 0 0 0 5-93 O) m V r 9 N O O S O S O S S O S S S S S O S O S S S S S S S O O O O O O O O O O O O O O O O 0 0 OM1 �(J M C o O O O O O O O O O O O O O O O O O O O O O O O O M O M O O tWl O O m O m O m O O M M m O m m O O O O N O .— M M M M �� ��� � M M M M m� � m R m as gypp.-.pp-p�pp� O O O O O O O S S OO S O S S S S S O S S S O O S O O O O O O O O S O O S O O O O ....... S O N T O O O O O O O O O O O O O O O O O O O O O C O O M I� n r r r r r r r r 1� n n r r I� r ffJ N r C M M M M M M m m M M M M M M M M m m m M M 0 Q1 O N M M M M M M m M m M M an d m M M M M M N M M M M m m m M m N M M M Q O O O S S S S S S S O S S S S S S S S S S S S S (Np W M M m N r [NO tN0 O T m tN0 ? S N W m O O O O O O O C O 0 0 0 0 0 0 0 CS O O C O O N t0 �D [G Qi t�J [D M M S' R O ter' rr-: m N N N N N M m y (OO � �A H > A O m 12 � tLl � � r—r - (V - W� O-— W- OM O W a r r <D O O O O O O O O CV CV Cl ' �[l I� W 00 m a; Ql a5 OS Oi ci ci c6 oi O> a; O) 01 OJ Ol - Qf - - Ol - - - cr; T Of Oi M N N m 00 T O) Lq M Lq m Zq tr0 M S m V Qri Ori T T Ori Ori T i m Tcl� Orl Qri T or o� m Qr1 cl� O W — M W m 0 W W T 00 N�� N N N N N M M M M M M M p O O O O O O O O O O O O O O O O O m O O O N M V In -- r OD M M M M M m M M M M p p p W QQ�� WW� ^ M f�'l M M M M M (") M M M C N a l 0 W S O M r O R OJ M� O N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N CC U N CV N m m m R V 6 vi fG fll 1� r W m m Od m m Od w OD m w w m m m a0 m w Od W Od w Gd Gd Od W Od ad W Od ad Gd Od Od N d a a a r M W n u rn rn is o `. .. o<q m cq S m rn m rn rn rn m rn m rn m m rn rn m rn m rn rn . m m rn rn rn m rn rn rn w m m rn .Q M N W N M . oui oor of GGppr�r od t2 of m�rr��r���52� n 9? �9'.� g!g! � � (O W Q� O Q> T O O O) T m 62 O Ol 01 O O> Q� O T T T O � T 01 O O O! Qi Q� O� O 4V S S O S O S S O O S O S S O S O S S S S S S S S S S S S S S S S O S S S S S S S- S S S S S S S S S S S 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 � n O 5 m ��cy �. .s. mrn cy v rnrnvvSi,rnvrn0 M u° Lq v°i�moo; maro li�o<v� Ili Wr Vic! cnoo�N �cq C <p O O C7 O O O M`�2 N N N N N N N N N Vtip tMD r W W W fIli a; 0 (D -- W- O S p ll > �2 W V R O R N N O N 0 0 ? V R I(r1 i0 lD M N W M n- m m-- L( w u-i u�u>rnrnmrnmm rr.-- r O N N N N m N N M M o g o 0 0 0 0 0 0 0 0 0 0 0 O O O oo0W� o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o c o 0 W rrinr rr�n in u� � ---- ^vmi mm���m��mrmiv N N M N N N M M M y C O S S O S S S S S S S S S S S S S S S S S S S S S S 0 0 0 0 0 0 0 0 . 0 0 0 0 0 0 0 0 0 N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o c o 0 0 o d o 0 0 0 0 o c3 0 0 0 0 w � M u- �--- --rrrW oo�2V V ohm �2 L22 WON ra�'Mc�i "'Qin RCN �i oQQQQ O O O O O O O O O O O O O O O N N N N N M N N M M m M M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O O C O O O O O O O O O O O O O Z O 66 O O 66 O Z Z Z Z O O W W r uG t0 In � LQ Lq N < R ? R V < v N N CW7 tr�l ti ri M M M M Cm7 M cq C7 t��l M M ? O W W W W O Lq Lq 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .y > C � N N Q' % t1 w t0 C J rC V 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0N- N N N N N ci CN7 C N N N N m `2 cf? V: Q( Y� F O G O G O O O O O C O O O G O O O O O G O O O O O O O O O O O C O O O O O O O O C O G C O C O O O O O O C t E c c K C N m m m m M V< LL'i W LL" v4"� (p f0 r r W lD r W W O> O — -- m v? L'I W r a) N N IA Lq N N O� Q� r W Lq t0 W m C O O O O O C O O O O O G O O O O C C O O O d O O O O—— — — — — —— — — — —--- N �m�o�e4vo� voL2 8 t2 2 8v 22iv ono-ivo�mv ot22-o�2 8t28Wao 22v 8�e8 O O O — — — — N - - - - M M - - - - - - - - - r r r CO m CO m Of 01 Oi O O O C G ii N & fV l7 2 w v .E 04 F- 0 0 0 0 0 0 0 0 0 0 0 0 0 8 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 8 8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �- ppO o d d d d o d d o �V- o 6 0 o d o d o 0 o d o d d o d c o o d o o d o d d o o d o 0 N 00 T O N M V R R V V M M N N N O O aWi T cq 0 aD 0 0 0 0 . (WO t(a is NIIR u� R V R M T "� N m O aNi � W tN(l � M O <R m Z M ��fl O rW (Z N VN' O awl � m o�0 O O V O O A 3 Co . . N N tWa V m M cc! M W N c7 oWG i7 c-i lO[) O t�0 N oVD V w O" y O� V W N N W W> � ���mmmrnm00000mmrnmrnmm�aoo3`o3m600rz�� f028�s zg j ogvg N N N �-- O }} W fpD aNi aWi M O O N� }V V A cc! O �t MN O a0 1N F OJ M m m O N M M V V V V O f0 N (O W tNp o�'J �(OJ �M- M la'a va'i S W NO W WO W SOO SOSSS . o0 c6 to CV ai N o [o i d f0 ui d L6 L6 CV cV ai ai ai � v; N ci o d d 6Nd d d d d d d d d d d d 6 S OSOS S S S S O S O O SSO Sc SSS88 W SSS W S SS oODS W ScgS W m O V f N Qi Oi D7 Oi Qi Oi ai Oi al Oi Qi ai C ai ai Qi T ai T Q1 ai v a1 ai ai cO Qi ai Ol CO al 00 T a0 Qi Co oD to (o oG W W r r r r r r r r r r r r r r r r r r r r r r r R I I I zs T I-� T V Qri V 1 Z6 M-- M m la w rnmmrn mmrnrnmrnrnrn mmw mmrnrn mm f0 t0 lD caDD c<DD ai a; of ai of of of of ai of vi ai of M O M (n oM oooo-aoo--ooM - MMMMMMMOMMpMMMMMMMMMMMM MMMMMMMM MMM M�MM M Mo N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W N N N N N- N N N N N N- N N N N N N N N N N m rn rn m m rn a� m a� a� rn 0rn a� m a; a� m m rn rn m m m rn m m m m rn m m m a� m m m rn a; rn m m m rn rn rn w rn w m rn w rn m m rn m rn w m m w m rn m w m w m m rn rn w m w m w m m w rn rn m rn w m m S88S8888888885888888888888888888888888888888 0 o d d 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 6 6 o d o o d o 6 6 6 o d o o d d o 6 6 o d cMn W my Ci �ma cq ins mMMN cQ'i. c�'i. m m ccq crn CN crn m crn rn cii(ii crn m m m cii m m mmmrn mrnm io rn��mmN mM9M93`2 2�R �2 tz�2 �2 V o dooiod000dowc w dwddoco� �vv r r rca �n lnMM � �i M rya gar Mla LaM W �a c�uYi u���mrnrn iu� �2 �2 --- n - -n - �� ua`coMW mcri00000O000c o co Soo--OSo8oS888SSS 6 �- - 0 0 0 o d o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �a O O T fW0 M O� N tW0 M M N N V V 4c�3 M M N �2 N M p N V N N N V N V N p N V p V �2 W W W�2 E O O O O O O O O O O S S O O O 0 M M 6 0 0 0 0 0 0 0 0 0 666 o 0 06 0 0 0 66 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0> 0 a¢¢¢¢ Q 4¢< 3¢ Q o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Z Z Z z z z z z z z Z Z o 0 0 0 0 0 0 0 0 0 o d o 0 0 0 0 o c o 0 0 0 0 0 0 0 0 0 0 0 0 M al al O NO NO NO NO NOr Or Or--N V V M 'M NN N O O O O2Ma) an O2 W NN.N cN ry NNNIN N IN "NNNNNN o d d d 0d d d O d d d d d d d d W W W W d d 0 0 0 C C G G O C O 0 0 G C 0 0 0 <00 M V VV: R R NV V �] 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O V V ci C? r cp [a u V M a� al V V M M la Lq V V V M N M V M N M M M N Cn N M N M N N N N N N N m lei N N N N N fV N N O O O O O O O G G 0 0- O d d d d d d O d d 0- O- d d d O O d 12 M v o M v ot2M v o Mvo M voMvo v o M v o M v o M v o M M v o fM ih N ' ' l0 �O [O 0p ad - - - ai Ci Oi G O O � • • .. .. .. {� _ g, N gig, M N e N N N N N N N N N N N N u� HYDROLOGY REPORT SOUTH ORCHARDS TM 33085 June 12, 2017 STREET CAPACITY CALCULATIONS HYDROLOGY REPORT SOUTH ORCHARDS TM 33085 June 12, 2017 Check spread of flow per FHWA HEC-22 "Urban Drainage Design Manual" T = [(Q*n)/((Ku)*(Sx)1.67*(SL) 0.5)] 0.375 T=spread distance on one side of the street Q10= 4.37/2 cfs = 2.18 cfs (for one side of the street) Q100= 8.67/2 cfs = 4.34 cfs (for one side of the street) n= Manning's Coefficient for concrete gutter = 0.013 Ku= unit conversion factor equal to 0.56 in US units SX= pavement cross slope (ft/ft) = 0.02 SL= pavement longitudinal slope (ft/ft) = 0.005 T10 = [(2.18cfs*0.013)/((0.56)*(0.02)1.67*(0.005) 0.5)] 0.375 = 10.23' Depth of flow at curb=T*Sx=10.23'*0.02=0.20' (carried within gutter) T1oo = [(4.34cfs*0.013)/((0.56)*(0.02)1.67*(0.005) 0.5)] 0.375= 13.23' Depth of flow at curb=T*Sx=13.23'*0.02=0.26' (carried within gutter) HYDROLOGY REPORT SOUTH ORCHARDS TM 33085 JUNE 12, 2017 GEOTECHNICAL REPORT & UPDATE LETTER LANDMARK 780 N. 41th Street a MEECorrp6nry 6 Centro, CA 92243 (760) 3703000 (760) 337-8900 fax May 15, 2017 77-948 Wildcat Drive Palm Desert, CA 92211 (760) 36DOW5 (760) 360-0521 fax Mr. James Paige Desert Polo Land Company, LLC 425 W. llth Street, Suite 500 Los Angeles, CA 90015 Subject: Geotechnical Report Update Tract 33085 La Quinta, California LCI Project No. LPI 7073 Reference: Geotechnical Investigation Report for the project site; prepared by Landmark Consultants, Inc., dated May 23, 2005. Update Geotechnical Report for the project site; prepared by Landmark Consultants, Inc., dated July 5, 2006. Un-dated Rough Grading Plan for Tract 33085, prepared by Coachella Valley Engineers, Dear Mr. Paige: We have reviewed our Geotechnical Investigation report dated May 23, 2005 and update report dated July 5, 2006 for current standards of engineering practices and California Building Code requirements for the subject site. We conducted a site visit on May 12, 2017 and found that the subject site is an orange grove. Based on our site visit and review of the geotechnical investigation report for the proposed single family residences, it is our opinion that the findings, recommendations and conclusions in the referenced geotechnical investigation report are still applicable, with the exception of the seismic parameters. Tract_33085, La Quinta, CA _ LC Project No. L11117073 General Ground Motion Analysis The project site is considered likely to be subjected to moderate to strong ground motion from earthquakes in the region. Ground motions are dependent primarily on the earthquake magnitude and distance to the seismogenic (rupture) zone. Acceleration magnitudes also are dependent upon attenuation by rock and soil deposits, direction of rupture and type of fault; therefore, ground motions may vary c'bnsiderably in the same general area. CBC General Ground Motion Parameters: The 2016 CBC general ground motion parameters are based on the Risk -Targeted Maximum Considered Earthquake (MCER). The U.S. Geological Survey "U.S. Seismic Design Maps Web Application" (USGS, 2013) was used to obtain the site coefficients and adjusted maximum considered earthquake spectral response acceleration parameters. The site soils have been classified as Site Class D (stiff soil profile). Design spectral response acceleration parameters are defined as the earthquake ground motions that are two-thirds (2/3) of the corresponding MCER ground motions. Design earthquake ground motion parameters are provided in Table 2. A Risk Category II was determined using Table 1604. S and the Seismic Design Category is D since Sr is less than 0.75. The Maximum Considered Earthquake Geometric Mean (MCEG) peak ground acceleration (PGAM) value was determined from the "U.S. Seismic Design Maps Web Application" (USGS, 2013) for liquefaction and seismic settlement analysis in accordance with 2016 CBC Section 1803.5.12 and CGS Note 48 (PGAM = FPGA*PGA). A PGAm value of 0.62g has been determined for this project site. We have not reviewed from a geotechnical standpoint, any construction plans for the subject site. Our office should be contacted prior to future works at the subject site. Thank you for the opportunity to provide testing services. Please do not hesitate to call if you have any questions or require additional information. Sincerely Yours, LandMark Consultants, Inc. Attachments: P. , MASCE �pF ESSIpN� No. C 34432 ZM 9 CIVIL OF C,NV Table 1: List of Closest Known Active Faults Table 2: 2013 International Building Code and Seismic Parameters LandMark Consultants, Inc. Tr 33085 LCI Project No. LP17073 Table 1 Summary of Characteristics of Closest Known Active Faults Fault Name Approximate Distance (miles) Approximate Distance (km) Maximum Moment Magnitude (Mw) Fault Length (km) Slip Rate (mm/yr) San Andreas - Coachella 6.0 9.6 7.2 96 t 10 25 t 5 Indio Hills * 7.0 11.2 San Andreas - San Bernardino (South) 7.2 11.5 7.4 103 t 10 30 t 7 San Andreas - San Bernardino (North) 7.3 11.6 7.5 103 t 10 24 t 6 Blue Cut * 16.1 25.8 Garnet Hill * 16.5 26.5 San Jacinto - Anza 19.2 30.7 7.2 91 t 9 12 t 6 Eureka Peak 20.0 32.0 6.4 19 t 2 0.6 t 0.4 San Jacinto - Coyote Creek 21.6 34.6 6.8 41 t 4 4 t 2 Burnt Mtn. 27.9 44.7 6.5 21 t 2 0.6 t 0.4 Hot Springs * 30.1 48.1 Morongo * 31.4 50.3 Pinto Mtn. 32.3 51.7 7.2 74 t 7 2.5 t 2 San Jacinto - Borrego 33.0 52.8 6.6 29 t 3 4 t 2 Pisgah Mtn. - Mesquite Lake 33.5 53.6 7.3 89 t 9 0.6 t 0.4 Landers 35.1 56.2 7.3 83 t 8 0.6 t 0.4 Earthquake Valley 39.3 62.9 6.5 20 t 2 2 t 1 San Jacinto - San Jacinto Valley 40.3 64.4 6.9 43 t 4 12 t 6 Elsinore - Julian 42.6 68.1 7.1 76 t 8 5 t 2 S. Emerson - Copper Mtn. 42.7 68.4 7 54 t 5 0.6 t 0.4 Johnson Valley (northern) 44.4 71.1 6.7 35 t 4 0.6 t 0.4 Elmore Ranch 46.0 73.5 6.6 29 t 3 1 t 0.5 * Note: Faults not included in CGS database. Tr 33085 LCI Project No. LP17073 Table 2 2013 California Building Code (CBC) and ASCE 7-10 Seismic Parameters CBC Reference Soil Site Class: D Table 20.3-1 Latitude: 33.6758 N Longitude: -116.2525 W Risk Category: II Seismic Design Category: D Maximum Considered Earthquake (MCE) Ground Motion Mapped MCER, Short Period Spectral Response S9 1.530 g Figure 1613.3.1(1) Mapped NICER 1 second Spectral Response SI 0.720 g Figure 1613.3.1(2) Short Period (0.2 s) Site Cocfficient Fa 1.00 Table 1613.3.3(1) Long Period (1.0 s) Site Coefficient F, 1.50 Table 1613.3.3(2) MCEo Spectral Response Acceleration Parameter (0.2 s) SMs 1.530 g = Fa * SS Equation 16-37 MCEo Spectral Response Acceleration Parameter (1.0 s) SMi 1,080 g = F * SI Equation 16-38 Design Earthquake Ground Motion Design Spectral Response Acceleration Parameter (0.2 s) Design Spectral Response Acceleration Parameter (1.0 s) Peak Ground Acceleration SDs 1.020 g = 2/3*SMs Equation 16-39 SDI 0.720 g = 2/3*Sm, Equation 16-40 TL 8.00 sec ASCE Figure 22-12 To 0.14 sec=0.2*SDt/SDs Ts 0.71 sec =SDI/SDs PGAM 0.62 g ASCE Equation 11.8-1 Da !i!!!!i!!A!!! i ■ii: • 1 1 : ++!!l"m L!i!!!!i!!!!!!�-!i!!!!i!!!ili�iiw!##ir### - 1 . ! �lCwar!!!a �#itii!lIA�!!wl��lil�'►#i!!ii!!!i!!!!!!!!! 1 !w!w!!!i i!!�!!!!!!!!!!!!!!lw �i! ##=##AiiPailw==li!!!!w!lwrr�lr�rlw�w.li!lr�i 1 1.♦•li!!i!!llt�ii!!i!!!!!!!i!!!1!.[lrr 1 i! ii ! 1 MIME= (ASCE 7-10 Section 11.4.5) 111 0.14 0.71 0.70 0.80 11 1.10 1.20 1 1 2..lww##lwlAlA##PI#JI.1#!##r!a_+ll1!#!r#ii#!i!!!i 11 1 2.1 2..1 2.:1 3.1 11 1 4.00 0.41 1.02 1.02 1.03 0.90 1 0.65 0.60 0.60 1 1 0.41 0.36 0.33 0.30 0.28 0.26 0.24 0.21 0.18 1 .61 1.35 1 • 1 .98 0.90 0.90 1 .77 0.72 0.62 0.54 0.49 1' 0.42 1 .39 1 .38 1 .31 1 .27 ��^�i:####IK^�IIi1 aril li/ilwiNl lil r11lr1i i�il�iilliea��ail:i !!#! !! !!! >•!!!!!!!!!! .!■1!�!i InilMir�!#� r.##iN �>!lil�! !�i!!!Ca ! r SHE !!!! !!!#i!!ilii!! ! !!!!ii! !! !! !! !!!! I!! ! i!! !!1 lw�C##+Ci#w##=sa#w###all#wliC!=CITii llwwls•! 2 f[_...-�loFrsl7i#r• a !! tZ!lla�!!iw!!!!!!ww! Frl rl#!r##i###!l����!#!!!!i iliwlwll.##ww !!!1.20 iii l� li=m Zii!!!!!!!!!!! !Ri!!!!!!!! !. ww -! �! i i!. -!i!!!!i!!!!i!!!!!!!! !!.�!!!liaw!!!!!!!il.1lwll.rllwA !!!! !!!!!i!!lil�!!!."i!!ii! !w•waw !!!!llrii'-i lwii�� �!i•llwiilA# !!iA!!!•### !#i wr#ill.t.r�wr iris #r i#�.r J�!'ir �+�!!! 1 1 1 1 .. • .. • - .. Design Response Spectra MCER Response Spectra Oyzlo LANDMARK July 5, 2006 Mr. David Neale Core Madison Development, LLC 470 S. Market Street San Jose, CA 95113 a OBE,MBAISSE Company Subject: Tentative Tract No. 33085 4.4 Acre Property La Quints, California LCI Report No.: LP05057 Tan N. 40 Street El Centro, CA 92243 (760) 370-3000 (7601337-8900 Fax 77-948 Wildcat Drive Palm Desert, CA 92211 (760) 360-0665 (7601360.0521 fax Reference: Geotechnical Investigation Report for the subject project, prepared by Landmark Consultants, Inc., dated May 23, 2005. Dear Mr. Neale: As requested, we are providing update to the referenced geotechnical investigation report for the subject project. The field investigation was conducted in April 2005 and the report was issued on May 23, 2005. Our site visit on July 5, 2006 found that the site conditions was essentially the same as April 2005. Base on our field observation and the same intend for single family development (as reported in May 2005), it is our opinion that the findings, recommendations and conclusions in the referenced geotechnical investigation report are still applicable. We have prepared this letter for your exclusive use in substantial accordance with the generally accepted geotechnical engineering practice as it existed in the site area at the time of our study. No warranty is expressed or implied. It should be noted that the submitted plans were not reviewed for conformance with other clients, governmental or consultants requirements. We appreciate the opportunity to be of service. Should you have any questions, please call our office. Sincere Yours, Land ark Consuliants, Inc r- No. C 34432 EXPIRES Ql 30 07 Gress M_ Chan a. P.E. Pr' ipal En eer �(� C:IVIt °� r LANDMARK a DO&VO SBF Company May 23, 2005 Mr. David Neale Core Homes, LLC 470 S. Market Street San Jose, CA 45113 Geotechnical Investigation Tentative Tract No: 33085 4.4-acre Property La Quinta, California LCI Report No. LP05057 Dear Mr. Neale: 780 N. 4th Street U Centro, CA 922d3 (760) 370.3000 (760) 337-B900 fax 77-948 Wildcat Drive Palm Desert, CA 92211 (76M 360-0665 (760) 360.0521 tax This geotechnical report is provided for design and construction of the proposed single family residential development located on the southwest comer of Beth Circle and Madison Street, between Avenue 51 and Avenue 52 in La Quinta, California. Our gcotechnical investigation was conducted in response to your request for our services. The enclosed report describes our soil engineering investigation and presents our professional opinions regarding geotechnical conditions at the site to be considered in the design and construction of the project. The findings of this study indicate the site is underlain by interbedded silty sands, sandy silts, and clayey sandy silts with near surface silty sands. The subsurface soils are very loose to medium dense in nature. Groundwater was not encountered in the borings during the time of field exploration. Elevated sulfate and chloride levels were not encountered in the soil samples tested for this study. However, the soil is moderately corrosive to metal. We recommend a minimum of 2,500 psi concrete Type U Portland Cement with a maximum water/cement ratio of 0.60 (by weight) should be used for concrete placed in contact with native soils of this project.. We did not encounter soil conditions that would preclude implementation of the proposed project provided the recommendations contained in this report are implemented in the design and construction of this project. Our findings, recommendations, and application options are related only through reading the full report, and are best evaluated with the active participation of the engineer of record who developed them. Tentative Tract No. 33085 —La Quinta, CA LCI Report No. LP05057 We appreciate the opportunity to provide our findings and professional opinions regarding geotecWcal conditions at the site. If you have any questions or comments regarding our findings, please call out office at (760) 360-0665. Respectfully Submitted, Landmark Consultarnfs, Inc. Kelly T. Nordin Staff Geologist T Distribution: Client (4) M• mania C 3"32 EXPIRES 09-30-05 atiqui Alain StaffBrigineer Tentative Tract No. 33085 — La Quinta, CA LCI Report No. LP05057 TABLE OF CONTENTS Page Section1...................................................................................................................I INTRODUCTION.......................................................................................................................I 1.1 Project Description....................................................................A......$..........................1 1.2 Purpose and Scope of Work.............................11............. ...............................................1 1.3 Authorization.................................................................................................................... Section2.........................................................................................................................................3 METHODS OF INVESTIGATION............................................................................................3 2.1 Field Exploration..............................................................................................................3 2.2 Laboratory Testing..........................................................................................................4 Section3........................................................................................................................................5 DISCUSSION.............................................................................................................................. 5 3.1 Site Conditions.................................................................................................................5 3.2 Geologic Setting..............................................................................................................5 3.3 Seismicity and Faulting . 3.4 Site Acceleration and CBC Seismic Coefficients............................................................7 3.5 Subsurface Soil.................................................................................................................8 3.6 Groundwater.....................................................................................................................8 3.7 Hydroconsolidation............................................................................................................8 3.8 Soil Infiltration Rate.........................................................................................................9 Section4........................................................................................................................................10 RECOMMENDATIONS...................................................................................... .............. , ......10 4.1 Site Preparation...............................................................................................................10 4.2 Foundations and Settlements..........................................................................................12 4.3 Slabs-On-Grade..............................................................................................................13 4.4 Concrete Mixes and Corrosivity.....................................................................................14 4.5 Excavations.....................................................................................................................15 4.6 Lateral Earth Pressures..................................................................................................15 4.7 Seismic Design..............................................................................................................16 4.8 Pavements.................................................................................................... ,,................16 Section5........................................................................................................................................ IS LIMITATIONS AND ADDITIONAL SERVICES..................................................................18 5,1 Limitations.................................................................................................. ..................18 5.2 Additional Services .................................................... ... 19 APPENDIX A: Vicinity and Site Maps APPENDIX B: Subsurface Soil Logs and Soil Key APPENDIX C: Laboratory Test Results APPENDIX D: Summary of Infiltration Testing APPENDIX E: References Tentative Tract No. 33085 — La Quinta, CA LCl Report No. LP05057 Section 1 INTRODUCTION 1.1 Project Description This report presents the findings of our geotechnical investigation for the proposed single family residential development located on the southwest corner of Beth Circle and Madison Street, between Avenue 51 and Avenue 52 in La Quinta, California (See Vicinity Map, Plate A-1). The proposed development will consist of seven one to two story, single family residential homes on approximately 4.4-acres. A site plan for the proposed development was provided by Coachella Valley Engineers, Inc. of Palm Desert, California. The structures are planned to consist of continuous footing with slabs -on -grade and wood -frame construction. Footing loads at exterior bearing walls are estimated at 1 to 3 kips per lineal foot. Column loads are estimated to range from 5 to 15 kips. If structural loads exceed those stated above, we should be notified so we may evaluate their impact on foundation settlement and bearing capacity. Site development will include building pad preparation, underground utility installation, street construction and concrete driveway and sidewalk placement. 1.2 Purpose and Scope of Work The purpose of this geotechnical study was to investigate the upper 51.5 feet of subsurface soil at selected locations within the sire for evaluation of physical/engineering properties. From the subsequent field and laboratory data, professional opinions were developed and are provided in this report regarding geotechnical conditions at this site and the effect on design and construction. The scope of our services consisted of the following: ► Field exploration and in -situ testing of the site soils at selected locations and depths. ► Laboratory testing for physical and/or chemical properties of selected samples. ► Review of the available literature and publications pertaining to local geology, faulting, and seismicity. ► Engineering analysis and evaluation of the data collected. ► Preparation of this report presenting our findings, professional opinions, and recommendations for the geotechnical aspects of project design and construction. Landmark Consultants, Inc. Page 1 Tentative Tract No. 33085 —La QuinW CA LCl Report No. LI-105057 ► In -situ testing of soil infiltration for stormwater retention basin. This report addresses the following geotechnical issues: ► Subsurface soil and groundwater conditions ► Site geology, regional faulting and seismicity, near source factors, and site seismic accelerations ► Aggressive soil conditions to metals and concrete ► Soil infiltration rates of the native soil for a stormwater retention basin Professional opinions with regard to the above issues are presented for the following: ► Site grading and earthwork ► Building pad and foundation subgrade preparation ► Allowable soil bearing pressures and expected settlements Concrote slabs -on -grade ► Lateral earth pressures ► Excavation conditions and buried utility installations ► Mitigation of the potential effects of salt concentrations in native soil to concrete mixes and steel reinforcement ► Seismic design parameters P. Preliminary pavement structural sections Our scope of work for this rcport did not include an evaluation of the site for the presence of environmentally hazardous materials or conditions. 1.3 Authorization Mr. Anthony Ramirez of Coachella Valley Engineers, Inc. provided authorization by verbal agreement to proceed with our work on March 7, 2005. We conducted our work according to our written proposal dated March 3, 2005, Landmerk Consultants, Inc. Page 2 1'entative Tract No.33085 — La Quinta, CA LCI Le ort No. LP05057 Section 2 METHODS OF INVESTIGATION 2.1 Field Exploration Subsurface exploration was performed on April 18, 2005 using Williams Drilling of Indio, California to advance three (3) borings to depths of 13.5 to 51.5 feet below existing ground surface. The borings were advanced with a truck -mounted, CME 55 drill rig using 8-inch diameter, hollow -stem, continuous -flight augers. The approximate boring locations were established in the field and plotted on the site map by sighting to discernable site features. The boring locations are shown on the Site and Exploration Plan (Plate A-2). A staff geologist observed the drilling operations and maintained a log of the soil encountered and sampling depths, visually classified the soil encountered during drilling in accordance with the Unified Soil Classification System, and obtained drive tube and bulk samples of the subsurface materials at selected intervals. Relatively undisturbed soil samples were retrieved using a 2-inch outside diameter (OD) split -spoon sampler or a 3-inch OD Modified California Split -Barrel (ring) sampler. The samples were obtained by driving the sampler ahead ofthe auger tip at selected depths. The drill rig was equipped with a 140-pound CME automatic hammer for conducting Standard Penetration Tests (SPT). The number of blows required to drive the samplers the last 12 inches of an 18 inch drive length into the soil is recorded on the boring logs as "blows per foot". Blow counts (N values) reported on the boring logs represent the field blow counts. No corrections have been applied for effects of overburden pressure, automatic hammer drive energy, drill rod lengths, liners, and sampler diameter. After logging and sampling the soil, the exploratory borings were baekfilled with the excavated material. The backfill was loosely placed and was not compacted to the requirements specified for engineered fill. The subsurface logs are presented on Plates B-1 through B-3 in Appendix B. A key to the log symbols is presented on Plate B-4. The stratification lines shown on the subsurface logs represent the approximate boundaries between the various strata. However, the transition from one stratum to another may be gradual over some range of depth. Landmark Consultants, Inc. Page 3 Tentative Tract No.33095 — La Quinta, CA LCI Report No. LP05057 2.2 Laboratory Testing Laboratory tests were conducted on selected bulk and relatively undisturbed soil samples to aid in classification and evaluation of selected engineering properties of the site soils. The tests were conducted in general conformance to the procedures of the American Society for Testing and Materials (ASTM) or other standardized methods as referenced below. The laboratory testing program consisted of the following tests: Particle Size Analyses (ASTM D422) — used for soil classification. Unit Dry Densities (ASTM D2937) and Moisture Contents (ASTM D2216) — used for insitu soil parameters. S. Collapse Potential (ASTM D5333) — used for hydroconsolidation potential evaluation. t Moisture -Density Relationship (ASTM D1557) —used for soil compactiondetenninations. 6. Direct Shear (ASTM D3080)— used for soil strength determination. Chemical Analyses (soluble sulfates & chlorides, pal, and resistivity) (Caltrans Methods) — used for concrete mix evaluations and corrosion protection requirement . The laboratory test results are presented on the subsurface logs and on Plates C-1 through C-4 in Appendix C. Laudmark Consultants, Inc. Page 4 Tentative Tract No.33085 — La Quinta, CA LCI Report No. LP05057 Section 3 DISCUSSION 3.1 Site Conditions The project site is relatively rectangular in shape, elongated in the east -west direction, is flat -lying and consists of approximately 4.4-acres. The site is currently occupied by a citrus grove, with rows orientated in an east -west direction, A concrete block, wall separates the site from the adjacent properties to the northwest, west and south. Madison Street, a rural two-lane roadway, is located to the east and Beth Circle is to the northeast of the site. Adjacent properties are flat -lying and are approximately at the same elevation with this site. A date palm grove is located to the south and a single family residential development is located to the west and across Beth Circle to the north. The Empire Polo Club is located across Madison Street to the east. The All American Canal is 1 ocated further to the west. The project site lies at an elevation of approximately 10 feet below mean sea level in the Coachella Valley region of the California low desert. Annual rainfall in this and region is less than 4 inches per year with four months of average summertime temperatures above ! 00°F. Winter temperatures are mild, seldom reaching freezing. 3.2 Geologic Setting The project site is located in the Coachella Valley portion of the Salton Trough physiographic province. The Salton Trough is a geologic structural depression resulting from large scale regional faulting. The trough is bounded on the northeast by the San Andreas Fault and Chocolate Mountains and the southwest by the Peninsular Range and faults of the San Jacinto Fault Zone. The Salton Trough represents the northward extension of the Gulf of California, containing both marine and non -marine sediments since the Miocene Epoch. Tectonic activity that formed the trough continues at a high rate as evidenced by deformed young sedimentary deposits and high levels of seismicity. Figure 1 shows the location of the site in relation to regional faults and physiographic features. The surrounding regional geology includes the Peninsular Ranges (Santa Rosa and San Jacinto Mountains) to the south and west, the Salton Basin to the southeast, and the Transverse Ranges Landmark Consultants, Inc. Page 5 Tentative Tract No.33085 — La Uinta CA LCl Re ort No. LP05057 (Little San Bernardino and Orocopia Mountains) to the north and east. Hundreds of feet to several thousand feet of Quaternary fluvial, lacustrine, and aeolian soil deposits underlay the Coachella Valley. The southeastern part of the Coachella Valley lies below sea level. In the geologic past, the ancient Lake Cahuilla submerged the area. Calcareous tufa deposits may be observed along the ancient shoreline as high as elevation 45 to 50 feet MSL along the Santa Rosa Mountains from La Quinta southward. Lacustrine (lake bed) deposits comprise the subsurface soils over much of the eastern Coachella Valley with alluvial outwash along the flanks of the valley. 33 Seismicity and Faulting Faulting and Seismic Saurcgi. We have performed a computer -aided search of known faults or seismic zones that lie within a 62 mile (100 kilometers) radius of the project site as shown, on Figure 1 and Table 1. The search identifies known faults within this distance and computes deterministic ground accelerations at the site based on the maximum credible earthquake expected on each of the faults and the distance from the fault to the site. The Maximum Magnitude Earthquake (Mmax) listed was taken from published geologic information available for each fault (CDMG OFR 96-08 and Jennings, 1994). Seismic Risk; The project site is located in the seismically active Coachella Valley of southern California and is considered likely to be subjected to moderate to strong ground motion from earthquakes in the region. The proposed site structures should be designed in accordance with the California Building Code for near source factors derived from a "Design Basis Earthquake" (DBE). The DBE is defined as the motion having a 10 percent probability of being exceeded in 50 years. Seismic Ha7.ards. ► Groundshaking. The primary seismic hazard at the project site is the potential for strong groundshaking during earthquakes along the San Andreas Fault_ A fiuther discussion of groundshaking follows in Section 3.4. ► Surface Rupture. The project site does not lie within a State of California, Alquist-Priolo Earthquake Fault Zone. Surface fault rupture is considered to be unlikely at the project site because of the well -delineated fault lines through the Coachella Valley as shown on USGS and CDMG maps. Landmark Consultants, Inc, Page 6 Tentative Tract No. 33085 - La Quints, CA LCI Report No. LP05057 Table 1 FAULT PARAMETERS & DETERMINISTIC c CTIOA Arce nc OCAir noets litn ACOATIn PA rnnA1 Distance Fault Name or 11 (ml) & i Fault Seismic Zone I Direction Type !1 team site Fault Length L maximum. Avg magn1wdoi Slip Mmax Rate ww� m! 4 3 Avg Return Period re Date of last Rupture ear Largost Est. Historic Site Event PGA 491i {5 JW j Reference Notes: 1 (2)f�3 2 3 3 San Andreas Fault System 1 ' - Coachella Valley 6.0 NE A A 95 I�I 7.4 25 220 1690+/- 6.5 1948 OA1 - San Gorgonio -Banning 7.6 N A A 98 i 7.4 10 - 1690+/- 6.2 1986 0.36 - San Bernardino Mtn 27 NW A A 107 7.3 24 433 1812 6.5 1812 0.13 - Whole S. Calif. Zone 6.0 NE A A 345 7.9 -- -- 1857 7.8 1857 0.53 San Jacinto Fault System I - Hot Spgs-Buck Ridge 16 SW B ' A 70 6.5 2 354 6.3 1937 0.13 - Anza Segment 19 SSW A A 90 7.2 12 250 1918 6.8 1918 0.17 - Coyote Creek 22 SW B A 40 6.8 4 175 1968 6.5 1968 0.12 - Borrego Mtn 33 S B A 29 6.6 4 175 6.5 1942 0.08 - San Jacinto Valley 39 W B A 42 6.9 12 83 6.8 1899 O.OB - Elmore Ranch 46 SE B A 29 8.6 1 225 1987 5.9 1987 0.06 - Superstition Mtn. 50 SSE B j A 23 6.6 5 500 1440 +/- 0.06 - Superstition Hills 51 SSE B JJ A 22 6.6 4 250 1987 6.5 1987 0.06 - San Bemardino Seg. 61 WNW B A 35 6.7 12 100 6.0 1923 0.05 - Whole Zone 20 WSW A A 245 7.6 -- -- 0.18 Mojave Faults Blue Cut 16 N B C 30 6.8 1 762 0.15 Eureka Peak 20 NNW C C 19 6.4 0.6 6,000 1992 6.1 1992 0.10 Burnt Mtn 20 NNW B C 20 6.4 0.6 5,000 1992 7.3 1992 0.10 Morongo 31 NW C C 23 6.6 0.6 1,172 5.5 1947 0.08 Pinto Mountain 32 N B B 73 7.0 2.5 499 0.10 Bullion Mtn -Mesquite Lk. 34 NNE B C 88 7.0 0.6 5,000 0.10 S. Emerson -Copper Mtn. 34 N B C 54 6.9 0.6 51000 0.09 Landers 35 NNW B C 83 7.3 0.6 6,000 1992 7.3 1992 0.11 N. Johnson Valley 44 NNW B C 36 6.7 0.6 6,000 0.07 f I Notes: 1. Jennings (1994) and CDMG (1996) 2. CDMG (1996), where Type A faults -slip rate >5 mrn/yr and well constrained paleoseismic data Type B faults - all other faults. 3. WGCEP (1995) 4. CDMG (1996) based on Wells & Coppersmith (1994) 5. Ellsworth Catalog In USGS PP 1515 (1990) and USBR (1976), Mw = moment magnitude, 6. The deterministic estimates of the Site PGA are based on the attenuation relationship of. Boore, Joyner, Fumal (1997) Landmark Consultants, Inc. 1'entative Tract No. 33085 - La 2uinta, CA LCI Report No, LP05057 MAP OF REGIONAL FAULTS AND SEISMICITY 94 79 34-0 U.25 e.4 ♦ (921 I Redlands 34.00 33.76 —�ja� M5.5+ 33.50 - L ♦ M 5.9.8.4 f>M&5-6.9 ■ M 7.0+ 33.25 Legends to Fauks; BC: Blue Cut SM : Borrego Mountain BSZ: Brawley Seismic Zone CC; Coyote Creek CN: Callcw•Newberry EL: Elmore Ranch ELS: Elsinore EM-C: Emerson -Copper Mtn- EP: Eureka Peak H: Helendale HS-B Hot Springs -Buck Ridge JV: Johnson Valley INC Imperial M: Morongo is ML- Mesquite Lake NF: North Frontal Zone OWS: Old Woman Springs 7.3 (92) P-B: Pisgah -Bullion PM Pinto Mtn Ji SR: San Andreas SH; SH: : San Goriltion ills g Superadl6on Hills SJ: San Jacinto 8,15 p (46) _ Patin i RIVERSIDE CO. La Quints `J Projoolect Site (�1 Salton �21 Sa o C! Sea -117.25-117.00-110-75 416.50 419.25-11e.00 •115.75 CoWrW 1W by Shaba L auinger. GE Faults and Seismic Zones from Jennings (1994), Earthquakes modified from Ellsworth (1990) catalog Figural. Map of Regional Faults and Seismicity Landmark Consultants, Inc. Tentative Tract No. 33085 — La Quinta, CA LCI Report No. LP05057 However, because of the high tectonic activity and deep alluvium of the region, we cannot preclude the potential for surface rupture on undiscovered or new faults that may underlie the site. ► Liquefaction. Liquefaction is unlikely to be apotential hazard at the site since the groundwater is deeper than 50 feet (the maximum depth that liquefaction is known to occur). Other Secondary Hazards, ► Landsliding. The hazard of landsliding is unlikely due to the regional planar topography. No ancient landslides are shown on geologic maps of the region and no indications of landslides were observed during our site investigation. ► VoIcanic hazards. The site is not located in proximity to any known volcanically active area and the risk of volcanic hazards is considered very low. ► Tsunamis, seiches, and flooding. The site does not He near any large bodies of water, so the threat of tsunami, seiches, or other seismically -induced flooding is unlikely. 3.4 Site Acceleration and CBC Seismic Coefficients Site Acceleration: Deterministic horizontal peak ground accelerations (PGA) from maximum probable earthquakes on regional faults have been estimated and are included in Table 1. Ground motions are dependent primarily on the earthquake magnitude and distance to the seismogenic (rupture) zone. Accelerations also are dependent upon attenuation by rock and soil deposits, direction of rupture and type of fault; therefore, ground motions may vary considerably in the same general area. We have used the computer program FRISKSP (BIake, 2000) to provide a probabilistic estimate of the site PGA using the attenuation relationship of Boore, Joyner, and Fumal (1997) Soil (310). The PGA estimate for the project site having a 10% probability of occurrence in 50 years (return period of 475 years) is 0.68g. CBC Seismic Coefficients:_ The CBC seismic response coefficients are calculated from the near - source factors for Seismic Zone 4. The near -source factors are based on the distance from the fault and the seismic source type_ The following table lists seismic and site coefficients (near source factors) determined by Chapter 16 of the 2001 CBC. This site lies within 9.7 km of a Type A fault overlying S,, (sti,,{f) soil. Landmark Consultants, Inc. Page 7 Tentative Tract No.33085 — La Quinta, CA LCl Report No. LP05057 CBC Seismic Coefficients for Chapter 16 Seismic Provisions Seismic Distance to Near Source Factors Seismic Coefficients CBC Code Soil Profile Source Critical Edition Type Type Source Na Nv Ca Cv 2001 SD A < 9.7 km 1.01 1.23 0.45 0.79 (stiff soil) Ref. Table 16-J 16-U --- 16-S 16-T 16-Q 16-R 3.5 Subsurface Soil Subsurface soils encountered during the field exploration conducted on April 18, 2005 consist of very Ioose to medium dense interbedded silty sands, sandy silts, and clayey sandy silts with near surface silty sands. The subsurface logs (Plates B-1 through B-3) depict the stratigraphic relationships of the various soil types. 3.6 Groundwater Groundwater was not encountered in the borings during the time of field exploration. According to Coachella Valley Water District (CVWD) readings of groundwater levels from nearby wells, groundwater is located between depths of approximately 147 to 151 feet below the ground surface in the vicinity of the project site. There is uncertainty in the accuracy of short-term water level measurements, particularly in fine-grained soil. Groundwater levels may fluctuate with precipitation, irrigation of adjacent properties, drainage, and site grading. The groundwater level noted should not be interpreted to represent an accurate or permanent condition. 3.7 IIydroconsolidation In and climatic regions, granular soils have a potential to collapse upon wetting. This collapse (hydroconsohdation) phenomenon is the result of the lubrication of soluble cements (carbonates) in the soil matrix causing the soil to densify from its loose configuration during deposition. Landmark Consultants, Inc. Page 8 Tentative Tract No.33085 — La Quinta, CA f.Ci Re ortNo. LP05057 The collapse potential test indicated a slight risk of collapse upon inundation at the project site. Therefore, building foundations are not required to include provisions for mitigating the hydroconsolidation caused by soil saturation from landscape irrigation or broken utility lines. 3.8 Soil Infiltration Rate A total of two (2) infiltration tests were conducted on May 19, 2005 at the proposed location for the stormwater retention basin as shown on the Site and Exploration Plan (Plate A 2). The tests were performed using pipes inside 6-inch diameter hand auger boreholes made to depths ofapproximately 3 ,feet below the existing ground surface, corresponding to the anticipated bottom depth of the stormwater retention basin. The pipes were presoaked and filled with water and successive readings of drop in water levels were made for a total elapsed time of 3 60 minutes, until a stabilization drop was recorded. A soil infiltration rate of 13.0 gallons per hour per square foot of bottom area may be used for infiltradon design. An oil/water separator should be installed at inlets to the stormwater retention basin to prevent sealing of the basin bottom with silt and oil residues. We recommend additional testing should be performed after the completion of rough grading operations, to verify the soil infiltration rate. Lanctmar€c Consultants, tac. Page 9 Tentative Tract No.33085 — La Quinta, CA LCI Report No. LP05057 Section 4 RECOiVIlVIENDATIONS 4.1 Site Preparation Clearing and Grubbing: All surface improvements, debris or vegetation including grass, trees, and weeds on the site at the time of construction should be removed from the construction area. Root balls should be completely excavated. Organic strippings should be hauled from the site and not used as fill. Any trash, construction debris, concrete slabs, old pavement, landfill, and burled obstructions such as old foundations and utility lines exposed during rough grading should be traced to the limits of the foreign material by the grading contractor and removed under our supervision. Any excavations resulting from site clearing should be dish -shaped to the lowest depth of disturbance and back filled under the observation of the geotechnical engineer's representative. Building Pad P aration: The existing surface soil within the building pad/foundation areas should be removed to 36 inches below the existing grade or 18 inches below the lowest foundation grade (whichever is lower) extending five feet beyond all exterior wall/column lines (including adjacent concreted areas). Exposed subgrade should be scarified to a depth of 8 inches, uniformly moisture conditioned to f2% of optimum moisture content, and reeompacted a minimum of 90% of the maximum density determined in accordance with ASTM D1557 methods. The native granular soil is suitable for use as compacted fill and utility trench backfill. The native soil should be placed in maximum 8 inch lifts (loose) and compacted to a minimum of 90% of ASTM D 1557 maximum dry density at optimum moisture t2%. Imported fill soil (if required) should similar to onsite soil or non -expansive, granular soil meeting the USCS classifications of SM, SP-SM, or SW-SM with a maximum rock size of 3 inches. The geotechnical engineer should approve imported fill soil sources before hauling material to the site. Imported granular fill should be placed in lifts no greater than 8 inches in loose thickness and compacted to aminimum of 90% of ASTM DI 557 maximum dry density at optimum moisture ±2%. In areas other than the building pad which are to receive area concrete slabs, the ground surface should be scarified to 8 inches, moisture conditioned to 2% over optimum, and recompacted to a minimum of 90% of ASTM D1557 maximum density just prior to concrete placement. Landmark Consultants, Inc. Puge 10 Tentative Tract No.33085 — La Quinta, CA LCI Report No. LP05057 Trend Backfill: On -site soil free of debris, vegetation, and other deleterious matter may be suitable for use as utility trench backfill, but may be difficult to uniformly maintain at specified moistures and compact to the specified densities. Backfill soil within roadways should be placed in layers not more that b inches in thickness and mechanically compacted to a minimum of 90% of the ASTM D 1557 maximum dry density except for the top 12 inches of the trench which shall be compacted to at least 95%. Native backfill should only be placed and compacted after encapsulating buried pipes with suitable bedding and pipe envelope material. Pipe envelopelbedding should either be clean sand (Sand Equivalent SE>30) or crushed rock when encountering groundwater. A geotextile filter fabric (N ira.fi 140N or equivalent) should be used to encapsulate the crushed rock to reduce the potential for in -washing of fines into the gravel void space. Precautions should be taken in the compaction of the backfill to avoid damage to the pipes and structures. Moisture Lrsuirol and Dra_ i The moisture condition of the building pad should be maintained during trenching and utility installation until concrete is placed or should be rewetted before initiating delayed construction. Adequate site drainage is essential to future performance of the project. Infiltration of excess irrigation water and stormwaters can adversely affect the performance of the subsurface soil at the site. Positive drainage should be maintained awayfrom all structures (5% for 5 feet minimum across unpaved areas) to prevent ponding and subsequent saturation of the native soil. Gutters and downspouts may be considered as a means to convey water away from foundations. If landscape irrigation is allowed next to the building, drip irrigation systems or lined planter boxes should be used. Drainage should be maintained without ponding. Observation and Qtnsity Testing All site preparation and fill placement should be continuously observed and tested by a representative of a qualified geotechnical engineering firm. Full-time observation services during the excavation and scarification process is necessary to detect undesirable materials or conditions and soft areas that may be encountered in the construction area. The geotecbnical firm that provides observation and testing during construction shall assume the responsibility of "geotechnical engineer of record" and, as such, shall perform additional tests and investigation as necessary to satisfy themselves as to the site conditions and the recommendations for site development. Landmzirk Consultants, Inc. Page I 1 Tentative Tract No.33085 — LaQuinta, CA LCI Report No. LP05037 61�LW@ry Structwes Foundation Pre aration: Auxiliary structures such as free standing or retaining walls should have the existing soil beneath the structure foundation prepared in the manner recommended for the building pad except the preparation needed only to extend 18 inches below and beyond the footing. 4.2 Foundations and Settlements Shallow spread footings and continuous wall footings are suitable to support the structures provided they are founded on a layer of properly prepared and compacted soil as described in Section 4.1. The foundations may be designed using an allowable soil bearing pressure of 1,500 psf. The allowable soil pressure may be increased by 20% for each foot of embedment depth in excess of 18 inches and by one-third for short term loads induced by winds or seismic events. The maximum allowable soil pressure at increased embedment depths shall not exceed 2,500 psf. All exterior and interior foundations should be embedded a minimum of 18 inches below the building support pad or lowest adjacent final grade, whichever is deeper. Continuous wall footings should have a minimum width of 12 inches. Spread footings should have a minimum dimension of 24 inches. Recommended concrete reinforcement and sizing for all footings should be provided by the structural engineer. Resistance to horizontal loads will be developed by passive earth pressure on the sides of footings and frictional resistance developed along the bases of footings and concrete slabs. Passive resistance to lateral earth pressure may be calculated using an equivalent fluid pressure of 300 pcf to resist lateral loadings. The top one foot of embedment should not be considered in computing passive resistance unless the adjacent area is confined by a slab or pavement. An allowable friction coefficient of 0.35 may also be used at the base of the footings to resist lateral loading. Foundation movement under the estimated static (non -seismic) loadings and static site conditions are estimated to not exceed % inch with differential movement of about two-thirds of total movement for the loading assumptions stated above when the subgrade preparation guidelines given above are followed. Landmark Consultants, Inc. Page 12 Tentative Tract No.33085 — La Qninta, CA LCI Report No, LP05057 4.3 Slabs -On -Grade Concrete slabs and flatwork should be a minimum of inches thick. Concrete door slabs may either be monolithically placed with the foundation or dowelled after footing placement. The concrete slabs may be placed on granular subgrade that has been compacted at least 90% relative compaction (ASTM D 1557) and moistened to near optimum moisture just before the concrete placement To provide protection against vapor or water transmission through the slabs, we recommend that the slabs -on -grade be underlain by a layer of clean concrete sand at least 4 inches thick. To provide additional protection against water vapor transmission through the slab in areas where vinyl or other moisture -sensitive floor covering is planned, we recommend that a 10-mil thick impermeable plastic membrane (visqueen) be placed at mid -height within the sand layer. The vapor barrier should be installed in accordance with the manufacturer's instructions. We recommend that at least a 2-foot lap be provided at the membrane edges or that the edges sealed. Concrete slab and flatwork reinforcement should consist of chaired rebar slab reinforcement (minimum of No. 4 bars at 18-inch centers, both horizontal directions) to resist potential forces related to soil movement and cracking. Slab thickness and steel reinforcement are minimums only and should be verified by the structural engineer/designer knowing the actual project loadings. All steel components of the foundation system should be protected from corrosion by maintaining a 3- inch minimum concrete cover of densely consolidated concrete at footings (by use of a vibrator). The construction joint between the foundation and any mowstrips/sidewalks placed adjacent to foundations should be sealed with a polyurethane based non -hardening sealant to prevent moisture migration. between the joint. Epoxy coated embedded steel components or permanent waterproofing membranes placed at the exterior footing sidewall may also be used to mitigate the. corrosion potential of concrete placed in contact with native soil. Control j oints should be provided in all concrete slabs -on -grade at a maximum spacing (in feet) of 2 to 3 times the slab thickness (in inches) as recommended by American Concrete Institute (ACI) guidelines. All joints should form approximately square patterns to reduce randomly oriented contraction cracks. Contraction joints in the slabs should be tooted at the time of the pour or sawcut (1/4 of slab depth) within 6 to 8 hours of concrete placement. Construction (cold) joints in foundations and area flatwork should either be thickened butt joints with dowels or a thickened keyed joint designed to resist vertical deflection at the joint, All joints in flatwork should be sealed Landmark Consultants, Inc. Page 13 Tentative Tract No.33085 — La Quinta, CA LCI Report No. LP05057 to prevent moisture, vermin, or foreign material intrusion. Precautions should be taken to prevent curling of slabs in this and desert region (refer to ACI guidelines). All independent llatwork (sidewalks, patios) should be underlain by 12 inches of moisture conditioned and compacted soils. All flatwork should be jointed in square patterns and at irregularities in shape at a maximum spacing of 10 feet or the least width of the sidewalk. Driveway slabs should have a thickened edge extending a minimum of 4 inches below a 4-inch sand or aggregate base course which should be compacted to a minimum of 90% of ASTM D 1557 maximum density. 4.4 Concrete Mixes and Corrosivity Selected chemical analyses for corrosivity were conducted on bulk samples of the near surface soil from the project site (Plate C-4). The native soils have low level of sulfate ion concentration (164 ppm). Sulfate ions in high concentrations can attack the cementitious material in concrete, causing weakening of the cement matrix and eventual deterioration by raveling. A minimum of 2,500 psi concrete of Type U Portland Cement with a maximum water/cement ratio of 0.60 (by weight) should be used for concrete placed in contact with native soil on this project (sitework including streets, sidewalks, driveways, patios, and other wall foundations). The native soil has moderate level of chloride ion concentration (250 ppm). Chloride ions can cause corrosion of reinforcing steel, anchor bolts and other buried metallic conduits. Resistivity determinations on the soil indicate moderate potential for metal loss because of electrochemical corrosion processes. Mitigation of the corrosion of steel can be achieved by using steel pipes coated with epoxy corrosion inhibitors, asphaltic and epoxy coatings, cathodic protection or by encapsulating the portion of the pipe lying above groundwater with a minimum of 3 inches of densely consolidated concrete. No metallic pipes or conduits should be placed belowfoundations. Foundation designs shall provide a minimum concrete cover of three (3) inches around steel reinforcing or embedded components (anchor bolts, hold-downs, etc.) exposed to native soil or landscape water (to 18 inches above grade). Additionally, the concrete should be thoroughly vibrated at footings during placement to decrease the permeability of the concrete. -Landmark Consultants, Inc. Page 14 Tentative Tract No.33085 — La Quanta, CA LCI Report No. LP05057 4.5 Excavations All site excavations should conform to CaIOSIIA requirements for Type C soil. The contractor is solely responsible for the safety ofworkers entering trenches. Temporary excavations with depths of 4 feet or less may be cut nearly vertical for short duration. Temporary slopes should be no steeper than 1.5:1 (horizontal:vertical). Sandy soil slopes should be kept moist, but not saturated, to reduce the potential of raveling or sloughing. Excavations deeper than 4 feet will require shoring or slope inclinations in conformance to CALOSHA regulations for Type C soil. Surcharge loads of stockpiled soil or construction materials should be set back from the top of the slope a minimum distance equal to the height of the slope. All permanent slopes should not be steeper than 3:1 to reduce wind and rain erosion_ Protected slopes with ground cover maybe as steep as 2:1. However, maintenance with motorized equipment may not be possible at this inclination. 4.6 Lateral Earth Pressures Earth retaining structures, such as retaining walls, should be designed to resist the soil pressure imposed by the retained soil mass. Walls with granular drained backfill may be designed for an assumed static earth pressure equivalent to that exerted by a fluid weighing 35 pcf for unrestrained (active) conditions (able to rotate 0.1% of wall height), and 55 pcf for restrained (at -rest) conditions. These valucs should be verified at the actual wall Iocations during construction. When applicable seismic earth pressure on walls may be assumed to exert a uniform pressure distribution of 7.511 psf against the back of the wall, where H is the height of the backfill. The total seismic load is assumed to act as a point load at 0.6H above the base of the wall. Surcharge loads should be considered if loads are applied within a zone between the face of the wall and a plane projected behind the wall 45 degrees upward from the base of the wall. The increase in lateral earth pressure acting uniformly against the back of the wall should be taken as 50% of the surcharge load within this zone. Areas of the retaining wall subjected to traffic loads should be designed for a uniform surcharge load equivalent to two feet of native soil. Landmark Consultants, Inc. Page 15 Tentative Tract No.33085 — La Quinta, CA LCI .Rt ort No. LP05057 Walls should be provided with backdrains to reduce the potential for the buildup of hydrostatic pressure. The drainage system should consist of a composite HDPE drainage panel or a 2-foot wide zone of free draining crushed rock placed adjacent to the wall and extending 2/3 the height of the wall. The gravel should be completely enclosed in an approved filter fabric to separate the gravel and backfill soil. A perforated pipe should be placed perforations down at the base of the permeable material at least six inches below finished floor elevations. The pipe should be sloped to drain to an appropriate outlet that is protected against erosion. Walls should be properly waterproofed. The project geotechnical engineer should approve any alternative drain system. 4.7 Seismic Design This site is located in the seismically active southern California area and the site structures are subject to strong ground shaking due to potential fault movements along the San Andreas Fault. Engineered design and earthquake -resistant construction are the common solutions to increase safety and development of seismic areas. Designs should comply with the latest edition of the CAC for Seismic Zone 4 using the seismic coefficients given in Section 3.4 of this report- This site lies within 9.7 km of a Type A fault overlying SD (sdfi9 soil. 4.8 Pavements Pavements should be designed according to Caltrans or other acceptable methods. Traffic indices were not provided by the proj ect engineer or owner; therefore, we have provided structural sections for several traffic indices for comparative evaluation. The public agency or design engineer should decide the appropriate traffic index for the site. Maintenance of proper drainage is necessary to prolong the service life of the pavements. Based on the current State of California Caltrans method, an estimated R value of 40 for the subgrade soil and assumed traffic indices, the following table provides our estimates for asphaltic concrete (AC) pavement sections. Landmark Consultants, Inc. Page 16 Tentative Tract No.33085 — La QWnta, CA LCI Repa No. LP05057 RECOMMENDED PAVEMENTS SECTIONS R-Value of.Subvrade Soil - 40 testimated) Design Method - CALTRANS 1990 Flexible Pavements Asphaltic Aggregate Traffic Concrete Base Index Thickness Thickness (assumed) (in.) (►n-) 5.0 3.0 4.5 6.0 3.5 6.0 7.0 4.5 6.5 8.0 5.0 8.5 Notes: 1) Asphaltic concrete shall be Caltrans, Type B, 3/4 inch maximum medium grading, (% inch for parking areas) compacted to a minimum of 95% of the 50-blow Marshall density (ASTM D 1559). 2) Aggregate base shall conform to Caltrans Class 2 C3/4 inch maximum), compacted to a minimum of 95% of ASTM D1557 maximum dry density. 3) Place pavements on 8 inches of moisture conditioned (minimum 21/o above optimum) native soil compacted to a minimum of 90% of the maximum dry density determined by ASTM D 1557. Final recommended pavement sections may need to be based on sampling and R-Value testing during grading operations when actual subgrade soils will be exposed. Landmark Consultants, Inc. Page 17 Tentative Tract No.33085 — La Quinta, CA LCl Report No. LP05057 Section 5 LIMITATIONS AND ADDITIONAL SERVICES 5.1 Limitations The recommendations and conclusions within this report are based on current information regarding the proposed single family residential development located on the southwest comer of Beth Circle and Madison Street, between Avenue 51 and Avenue 52 in La Quinta, California. The conclusions and recommendations of this report are invalid if: Structural loads change from those stated or the structures are relocated. The Additional Services section of this report is not followed. This report is used for adjacent or other property. Changes of grade or groundwater occur between the issuance of this report and construction other than those anticipated in this report. Any other change that materially alters the project from that proposed at the time this report was prepared. Findings and recommendations in this report are based on selected points of field exploration, geologic literature, laboratory testing, and our understanding of the proposed project. Our analysis of data and recommendations presented herein are based on the assumption that soil conditions do not vary significantly from those found at specific exploratory locations. Variations in soil conditions can exist between and beyond the exploration points or groundwater elevations may change. If detected, these conditions may require additional studies, consultation, and possible design revisions. This report contains information that may be useful in the preparation of contractspee ficadons. However, the report Is not worded is such a manner that we recommend its use as a construction specification document without proper modification. The use of information contained in this report for bidding purposes should be done at the contractor's option and risk. This report was prepared according to the generally accepted geotechnicai engineering standards of practice that existed in Riverside County at the time the report was prepared. No express or implied warranties are made in connection with our services. This report should be considered invalid for periods after two years from the report date without a review of the validity of the findings and recommendations by our firm, because of potential changes in the Geotechnical Engineering Standards of Practice. Landmark Consultants, Inc. Page 1 R Tentative Tract No.33085 — La Quinta, CA LCI Re oil No. LP05057 The client has responsibility to see that all parties to the project including, designer, contractor, and subcontractor are made aware of this entire report, The use o- information contained in this report for bidding purposes should be done at the contractor's option and risk. 5.2 Additional Services We recommend that Landmark Consultants, Inc. be retained as the geotechnical consultant to provide the tests and observations services during construction. If Landmark Consultants does not provide such services then the geotechnical engineeringfrrmproviding such tests and observations shall become the geotechnical engineer of record and assume responsibility for the project. The recommendations presented in this report are based on the assumption that: ► Consultation during development of design and construction documents to check that the geotechnical recommendations are appropriate for the proposed project and that the geotechnical recommendations are properly interpreted and incorporated into the documents. Landmark Consultants will have the opportunity to review and comment on the plans and specifications for the project prior to the issuance of such for bidding. I. Continuous observation, inspection, and testing by the geotechnical consultant of record during site clearing, grading, excavation, placement of fills, building pad and subgrade preparation, and backfilling of utility trenches. ► Observation of foundation excavations and reinforcing steel before concrete placement. ► Other consultation as necessary during design and eoustruetion. We emphasize our review of the project plans and specifications to check for compatibility with our recommendations and conclusions. Additional information concerning the scope and cost of these services can be obtained from our office. Landmark Consultants, Inc. Page 19 ,}.�� „� � �t �i'iw b-4 =. •ar j] rrn-..•mac Rye y c�3,s�allpYPi . 1+DPlUlv3La=i 1 •' / s Lk iw. .rs ar w ] �� � ^ 7cea'`v-��7• �� �� :iL: rw� r••�-mvra•sr � i;<1Wi[M1 Itl! 0� 3 ! wtl. a r wm u� Gulum in 1�k5 r 4 Tt 7. K anx— 14 Upp Project Site LANWARK . arwr.�u r�.r.• r Project No.: LP05057 Vicinity Map Plate A-1 Aw Fern MAN M Legend Approximate Boring Location (typ) Approximate Infiltration Test Location (typ) L WOMARK Project No.; LP05057 •!PH aWLE Site and Exploration Plan a t4 Plate A-2 J v ..,,... r.,�;•Y i,• fiNa �., `"""'' • • tom-' �.,► 32 y �fl5�i x• , Mail Mari ,.� A�ag .iIT rye Mail vI SU � ... • ter: W..., #' ±: .. - y• .y.._-...-��: i �• Mao ` 1 � s �� .�: �Y ,��, `� ..� ♦ ' � 3 • 1 r .Y AS • f r r •�. {i:" • :}; Tiara .1 Mad e Ic f 1• 'kj t � ' '.1. iw r • .?7 r go tsn com o,. *rr, Y y rn x J LmnMAnK USDA Soil Conservation Plate Project No., LP05057 Soil Service Map A-3 66 Nqfs tiad#artll: l MI:08w pica: Bull Trod: Sex- I •) al Cs�rn: so__-• !� men � Cv1rm var6nv 1 � �Ofl...- ll t}•-1-k tf-0tl , C61'ri7a7: CcC_ la 39 ;#�►-tit# , Gtral:�: CdC, Cds _.__, .. ! 6-60 Cie. i0--10 *ChC.... 0_60 W51w Fari,►ni: Cps, art=,. -• ---- ais t,tJuekahsila: Co6, Colt)__. - tl-ta 27-(P t;bJtcte:rw'si#:s: CIsC, CA .� (►-I3 tyJ1p 25-W Cosr.Arila: Gam'+, Cp$,.-__._. t►•11 l I -till CrA..... 4.60 CiA.- _...,_ 0-to 10-40 ! .tit Kt) �'luYaq�setitl�: k'luveaLa; fr----- - GAR) 1 SOIL SUi;VV TA87,E L Tha iiinibui < ireana k1K+ than, > Imano grerltcr ::Ian. 3 $-Nov 'Willy t.'M: 131t `'wy clay I- urn... } GL-1l6p t. I., SM •+K, [ yxrlriy kftwl' A.%III 1j Art,,CT,-ui„ ilwld_._ _ # SM, S11-4-1I $a�ul. tuhargv rind, gra�lly s;uld... _ 4.�I, HP��s]I Vo-Yp-c^vll_vewurxefwfad ...... _-•. C'iP Very aevny L"Ne mill... _ - - P, sr -am Grawtlly aac&_ _.. J e.@. Sr-S,til $and__.,... _ SM, 1+l'-_Mt Gmvol'fy uuil... $P, sp-sm Co blyyn Sp qP-&u L• ,sd.. _ &sd, i-mrasad j all, aF'•ti14 Rw, heftri wMw-k......... jj - Veq Irm7olly '$a ralciay lvanl_ -. C;G t'aal-GC I;,a sndy instu Va� P COZY rvh�i;} flan 3,ody plum,, very gray p G 1[r OP-tr:4f ,uJ bi lw=. very jravelty emuri, vm.- r:obbl�. wall.. op, SP, Gw, 6►'li cobb#r Mir seu+d)• k,nm. Vqx grsvelly Rile 2:.n3y ksxm, ver4 vubbiy GM, up-obt Into Mnd Wam, vvry {tmrae1tr ra udy ICAUU. 4 eT;{rxve lr snuil, vary eubbli rand- _ GI', SP, wv' s I Fim ;Ise.d 011 Sarin, fiat rind.--- •- am, 14;Y•-S1I Putt. rind._ _ . SIM >' itu ru orly 163xn. 031, 311.1. Sa,nsi, iuw Iatt,el. - Ski, sp-flit t.s„u,Iy iltnd, Lr..:ey riav 1.110..-•-- -. sat, $34-Sc Variable.. - variable- __ :1-:4 A-d A-1, ,1..3, A-3 JL-1, 'k -, 1-S 3.1 A-t A•-2, h-3 A-1 A-t A-2 A-$, A-3 A-1 r A -I, A-2 A-t, A 2 t21VRPODF, COUNTY, CAMPOUMA pr=3?) rt,rs „21d Abym-cc v: xr, entry is-.arti dts:q Kerr; rs A e t:snatAdJ frnS'n:tl1�l�.•' �15�fls pet 3 d0 1?fi-tOn i ��s+,-1ff1 5$-7c1 4ta •11J0 0-1t7 � � h3 � !10• lU(j , 1tir6U i -n 100 KI-turr� 50-70 0 1 100 7c1-3oa ' ;i ►-: 00-100 go-1 au 4D-30 ; 0 , KQ-30 , 90-•110 00 60go-toodsJ^Sil 0-10 ss-too WSTJ ?:, w 9,3-100 847-100 5040 - 0 f 05-100 1 13-30 85-10o ls8-SU 25-30 0 06 tfs0 pf1-100 30-80 t! 30. 640 cl-ou W-60 is •36 -36 silk 3&--w sr-w -0-M $U -Wl Je d6 j 's-•Cd #.i�b(i 3t1-rii3 13- 0 100 too too0 tot) 0 100 It 7D-8.3 U lQ 1w r 67 Sfl:lir 1r.�t:S I s �3• •.tt� '�0�11 � 7+•1u �•iil t5-3p i tiF-tn I,i 3Q VP 0—t0 NP 0-5 11--'La 1iP NIP DID � \P 'rd3 ;-P 0-L0 NP it-1R I NP •7.a�6 �P l ,NP u- { ;qP 2a•-�a ail-4� � :�1'� &-uR lS-wii NP-5 0-6 Xg NP 40-a3 0-20 1T•3 &S5 %ilt 1 xd0 N'P us . I T AULF III.—, Unginesring properika i *il natnc and D-pLb MAP Aymbol rr USUA textura CAm": R � 1 SLraulir+l tueuuy small to AlLy ^Any Wati:. .- ILL GbA, Gb8, 8 ? d FN! Girm jm3idyy kimw •- - . • - - .. ls>,u+tiF to silty luszu_.. Sty, -RNI N-IL 04 trnllfiutt Sand ck+y - % tl SnndY lnatu.... . . . .. ... _ S?I[, Aft. g•'t� $trAilri.',t�a7.fuy xantl till aitry clay Imm..._ !t? Ht) silty clay loom... _ CL Gel+, GI.4...... ... 0 A :i.ot ktiam......_,...... ._. 3llt. 8µ60 StnmifisA loamy aund w Silty clay loa:u... -, 111. Grnrel pits Bad dumpa: G P. Impoill: le.A, IIA--........ - I MC', laC:': [1slHied land part. Ltti4L Torripawme ta: L Ra. Llthic Torripsawalrzta VAA-, .Bask oatanrp past. E Upum; Mae, M00, mc$._.-.--.-_. NiWd: Owtou: Or= Omutatt pnrf--_-_._ . Awk outcrop part. piverwaals s Rah. t7 A ou4aupr RCS. R i'=: Beck ouWaop part VtMe Torriprp rsaprn i s W t- Rubble tsnd,. RU. $nitoti: Unifitd 0-00 isilty stay.. - . -..... - • - - - . ..4 CU ago sltly CL<y...-- ------- - CH GAO 10-00 0 10I i Fijw sandy boom ------------- -• - --_ -- f Very fne �n[4g Tc�s+n ai11w tau3rr, �vtiYia�m.. V tin��aa3ndytluatu....--•----•.--•-._. sm, b11, U1, 1L 10-M Very inns srtncly trimly elll: iuitm, randy IIIL wf,m. � 0-4 f 9:;Ud. l%VXAymn+taatd, bins 4:+nd ......._ � �u, Sp-S; t i Vuw athd buelrock .. "0 n 2140 0-,23 23--W 0-AO 10 6-10 FirwmacL,----------------- •---- ------ ISt1J .............. ......... , Sal SiityA------------ --- ri L C asrxc snactvv lwsm._.............. ........ Sift Or;svully [isle sandy RranthrsLd tx dm4k. Said, ls,amy annul, (rs,u sand- - - . _ _ _ t:;nwalhemi bt-drac4. Ski, FJP-S)d " I Fine -Fend- loam ....... _ sm-sG' e•-8o clay, grey �r,y, wry cta`v room_._.._... _ CH.CL 0-•0 Silty CLAY Jazu.......... ...- •--. --- _ . cal, CL 9.00 1 Clay, dal-7 clay, silty olav loony_.__.._.. G14Ct, ,1-21 A-4 A-4 A-4 A-•1 A-4 A-4 A' 7 A•4 A-7 L-3 A-4 i� A-(( A"t Ate` A-3 A-7t AJ3 A 2, A-4 A-:, A-4 a A-2, A-3 AA A Ate; A 7 1-4, A 7 ' EUVF,MME COUNTY, CALIFORNU end classifEctiimu--Contintud ltfR&:IICIIta incht� VWVP au0iUUC-- 4 10 40 7a:i1 PsE i uo1 { 94-100 80-1Et4 50-40 p0 100 9&-10o 70-U 40-M 0 100 98�-100 80-100 80-00 0 100 t00 70-W 40-SS 0 100 too 80-100 -Won 0 100 100 0&400 8"s too 05-100 901-100 70.80. 0 too 9.5-M g0 T00 51"0 0 100 too 100 UO-W 0 100 100 100 90.43 0 G:--100 05w1041 70•4 40-M 0 0.1100 96-100 80-400 so-i'0 0 < !M-i00 06-100 85-96 80--66 0 q c -100 W100 30-100 $040 o 75400 50-100 5040 545 0 100 30-100 i 06-80 90-a3 b to-100 , 7,5-4t5 80-05 6-16 0 0 �1�00 75-11000 � 0 95"15 0 10 100 60-M 5040 a 75-IN 65-49 65-7P 2540 0 73-100 50-100 io•80 5-m oo t %)-11DO o iOU l000 7540-60-0 0 100 too OS-100 $F-08 43 100 100 00-100I 75-0 6� Liquid 1 phm iety 1-unir. i imi" Pet 60-70 50-70 NP :�P� NR 6 NP 10-20 ;ems 2445 9545 X.P-6 NP-4 Fi NP-5 LZN NP NP NP 25-0 NP-8 h'P-0 15-401 6-10 3"0i 1 35-M � 2&45 in LioiI. 3iikvvy t'uil a:::n...,c,i � r)rrsti: � "•.`if►•i roYt:;^: So 1J_ t;i-rill i "forriorthanu. 10% '! urrtnrthen te paec. (r(40 Rock outcrop p+rt- I u U-ti0 ToC.'------...- -,-. r"O Ti R....... ..-..... O-W s C:*PWv an., . - gP-:41i Very atanv aln,i. vvf •Y=t+ iy rttitl, ❑ mw (;I" s t: WMrsdly oa'ud. itnBy MJ....... _... i GP'-011 VOM gony "11A "ry Ci117 AP pavvily xwd. 1 I rriotble. ).Ai]Ali K rlifinet:,- "7fl T)YO;,•'p;'i6"J' ' J E� k--t [•roar snn,s...__. OFMV lrr ICAMy03Ud.,.. SP-8}S, 3r A-2 i A-i d-2, A-4 ' N C iz mwnplsnki,. ' T16s mappin„ unit is made n7r of Lisp or more dmimmnt kimk; of soil. &e niaptiog ttnlc descrip6ian f*r the canopwltlnn skid I:eluvior of the whole mn.ttl+ing Brit. moisture density, rttechanical analyset, 11quid limit and ptMticih to&x. In tits i?cotmere-67 itY, or eomlrsiction test. a sample of the soil innteria) is eomir.-icted se eml times with a constant c-ompactive effort, each time at a setccesaivoly higher nroisbire content. Tile moistare cartent In- creases until the crtICriam dlmi_ttrtre cvnwit Ju reached. After that the city ftereases with inare►asu in inulsture content. The h)ght-st density obt.- iced in the compaction tut is termed "luaXimum density, ' Moisture -density data axe ivivortarot in Cc>mtnxtion, for as a Tale, ods4mum stablFity is obta31aed ill the soil Is coml;uLetecl to about the maxlnii m dry det]st'ty' tvhan i L is ,at approximately the aptimlttii molstuze coatent. PAyideal meud a<homkai praptwlies 'fable it shvw3 estiaamawed values for seVeral sal charActeriatics autd feutures tit,3t affect Trr-111avior of soils in eiigiueering uses. Tlheie estixn-att.s are given for each wn ja r horizo-n. at the dopths Indicated, in the tr-iilual vedon of e:%ch scrld. The estimates are based on kd albsereatioas and un test dam for these. -and sfsnilsrir sails, f'o,me(rbXty is eadmated on the bpAis of kkwwn re- hitionships smorog the sell vhaincterl,�Ucs oba xved in the field, pnr►.icalariy soil atrmture, pocosity, and gro dation of texture, that influenea the tlrswm ayd wove - went of water• In the sail. The estimates are for vartic.0 eater moverneiit when the soil is sAturotted- Not con- sidered in the estimates is latentml seepage or such tidn.Ment soil. fenhtras as plowpnim and surface dusts. Per►meabliik of W4 wil is an imparrant fgctDr to be cmmsidered in pl<nrtning cartel desi ning dMina" �- tems, ill evaluating the pceteiitin of soils for se ttr t"k systems -And other sr "to disposal systiftwill, a!i ill mmy at1wr :nivects of land use and management. A-Vidl blP Irate" MPUCRY is rAtW1 ern the Nisixrf-2-j aril charatr:teA$tics tliatL inliueuee titiu a bilil;Y ur* soft to hold water and make It nvaflabde to pdaaC � Impart -ant charateterb-Aies are cantettt of to nic ;ram T- ter. aDii tjmtum, and soil iAructuvp. Si tr-rndli : plants are not illrets to ta:;e t1te available water 'l the deeper soil horiions. AVal'Wife Waber capacity to im impartant factor hi t'1le choice off p#ant-s or crops to W gown anal in the design of ii-rig�%tlon sy-s#e. .'Sail reartiou is PKprrssett as a range in. p1i ►a}ta- s Tate mega in ptl of each major horizork i3 based iii , niaby ficdel cheeps. For many *aria, the valves Irani - been verHUhl by luboiutory analys. Sol I reacdort i-'. ImTT:ortaut In aelcedn the crops, cr nantentaal plan*. i or other plants W be groyrn • in waluaking soli 4MOU4. --I iiie►tts fortertifity wid stabA&iion; gull fn ezidustim the corroit'ity of soils. Sn. aft is exprm ?d ai the electrical couducLigity ref the satnretioti exb,aet, in inil3imhos per jeentdincter at 25 degrees C. Estimates are lamed on . fish€ xzi labors tory mensuremants net representative sites of the .i nonirrlgaWd sails. The imlinity of individual irrigatC&: nelds is agoeted by the gtfalit►r of thi irri; iiiols t�ua>tp and by the frequency of crater appiteatin& Halts tte salinity of hidivirdwd tielcds can differ greatly fm1i the valvxe Liven tit table II. Salinity affect; the suim., ability of a soil for tamp produutiors. its 4ttWlity ivixen used as a comtruation material, and its otentisl tv corrode woted And ersncreUc Shriia:-&tvr#i potential depends mainly upon the urnvratt m1rtd Irind of cI�y in the still. Laboratory mea- sirrementa; of the ixtyoWing of un disturberi clans ►:;ere oracle for uutay soils. For nt€ae]rs the stye-Ning eras estiroafed on the basis cif the kind and amovat of clay in the Bail and an messureatenis of simPar sails. The she of the Inctrt. and the -ctwgnitude of the ch:wgc is l?i4�iUs•� a:'�L'?i'°F, 4t( fFE)ji2J1.� fend �1n.�a:;rl��.�.tiQraa.�—C:nntint��:c� i.irl'tltl Unlit } _.. .r• _ yin 1 '1���� ..w— .�.� _ .101i 1 i t � 40-RL1 411-tint fl Q 30,40 30"o soil nmfsture content also infiueuee the BtvOMD9 VV 4011a. S11ri3lling and alvellitlg Of aKMe wills calk oaUCI damage to building JouiwlAt ions, 6uemant rsakllx, t7a1t,ds. anti other stmettka•es uattess specig3 designs are Lwitl. A .high, xhrink-e el! pate"tiai irlflirates L. ftt social desigm and arilidec' espensse may be regai red Si the plarmed we of the soil Will not talerate laxse Volume eh:tnses, r ;skk 01 corros+rm paytAim t(t potellWo sail-indatced chemia- ertiou that dissolves or weakens uncoated steel or t:oncrete. `flee Late of eurrction of tri mated owel is re)A'RA. to sail uxc Ward, partf(-,j"W d1strWu- titan, tatal scidity, and oln-- - iotf conditeti-Vi'Ey of the w,:l wateriid. T6 rats of Corrosion of COncAMte i4 based nzairrlp on thk gaalfate tante�i. ta:attul-� and ;ac:�i ity of the Roil. Protective measures for steel or more resistant cranrrete help tea atvoid or rninimhe daesmrsge rttiiultLng from the eox•mo;aion. 'UnuWted steel Mter- secting :c+il liountlarieas or suit horiVans is attire su*' ceptibie to cornm1on than art inzta]Wim) that is entirely within Date kind of s¢il nr Withinar]e soil horL'wn. ,Fraqjov lectors are used to predict Vile erodibility of a sail and its tnleratnc-e to erosion fat ralaiion tad alpaacific I;ir & of land case and treatment. The boil erndibilitr factor (KI is a Uwasure r,P the S=--.eptihility of the soil to tra-sion by water. Habits Easing the highe-t't X values at-e the most erodible. K vrahm MUVe from 4.10 to DAL TO estimato annual Oil loss per acre, the t: Mate of u soil is modified by f :cWs representing plant cover. grade and 1019th Of s3npo, L1l akragument practiem and .climate. The soil -loss toiemuce fester ['l:') iq t:I,e rrr:cuiniuu; rote of soil ermlon, whether from rainfall or sail bltsWhV, that c:ut o--m>• withtnut seducing eavp production or en%iroatarLetaLal aluralIi,,y. ;;11.3U 'M-its lS rya �%••� Wit}-a`D 1}-LO as -or, } 1P N r' ;iP NP N--F' Tile rote ig expmn sed in tons of soil lass Per acre par year. Mud ert►ifaXity rmltps ale awe up of Soft that Mye similar properC Ont affect their reAita= tO soil blowlug it cu:Aiva>ser3. Tb,-, gruuM nre lazed to l►redlct the auueeptiblUty of sail to btowhig wind the 'Luuouir<t Di sQit lo.tit as a resUlt of blewtn.e. Snits are, grukipm newrding to the folhming t;istiuctiam' Sands, coamse MLt%, &ne =tlbs, axed waxy fine zuu& `.L`Itese soils are extremaly erodible, so vtatatkorr is diffccalf to establish. They a -re gesnerslly not sultilble for Gaps. %ante senile, loamy One sands, and IN, very fine sauds. TiLese soils are very liigbly erodible, but Lgvpa can be gm-Trt if intenuive 'n L tsuxrQR to raaartt'DI, ;Oil blowingare used. sand loazms. rca:tvw salads laau-na, tube sandy In inn, and Very fine sanity to=%. These soils acre highly rxod- Ible. but um�s stun be grown if intensive mpimurea to contL't,l soil blowing -re used. Cateareow ',namy mils that are leas thall 36 pm'ccuit -lar and more than 6 percent finely divIdeal calcium m ilbona;tte. These :ands are: erodible, but crops can be gry - i if InteniAvc wea*ure3 to control soil blowing are aced. Clk vz, silty clay'$. clay banns, and silij clay harms that are more than 85 percent clay. Tlteso soi13 are moderately erodible but craps can tsc grown if Mea- sur'ea to contred soil blowlUg aae used. Urmtt} sew that are ICI than 16 pement clay and less thou ry r'it far .Iy rllvide.d ealeitam m.rbonate atutel $.Andy sisQd chtys that are less Min 5 perceaat fines* divided calcium carbonate. These sarrla are slightly erodible. but erops can be grown if maa�u P : to t4in-rol aail hlrr•w irg are used. LO amy 30115 tltait are 16 to 86 perctn,t clay and IeSS :i :Siff1 �i..l, j�} ^:iJl�1 `:: :�::�::'.S•....::;:` '1:.: i,•..�':� ly ` ;11 `I: ''i'i:::• :r: `rr,•.: 1�.,.' w,.;• 33;;�>i j �i:; • .. �;..,... �';�;;::� f'�ffflfllflll � ;�'Si....1 ' ':i •.:5�. .,•4:::'fa':i• S7� :ll�'fi':51:;• r a- •�':�i., •• •.:'; :•: h{' :jam :f:.: i:.:.'.•::: :�: ;,a.:.;ir •�Ri:ii :: •.. ' � ..t• :.1 •1 ,•'1 rani, ,Y. . :;.....;:'. f. s., �] _ �,� Project r; l =4qn r• S:: I. ► rdN 13 Reference: USGS Topographic Map Site Coordinates La Quinta, CA Quadrangle Lat: 33.675N Scale 1:25,000 Long; 116.253W LANDMARH M..�' Project No.: LP05057 Topographic Map A-4 Plate . CLIENT, Core Homes, LLC METHOD OF DRILLING: CME 55 w/autohammer PROJECT: Tentative Tract No. 33085 - La Quinta, CA DATE OBSERVED: 04/18/06 LOCATION: See Site and Exploration Plan LOGGED BY: TB LOG OF BORING B-1 6 o ii SHEET 1 OF 1 yLU DESCRIPTION OF MATERIAL o 2 a U SURFACE ELEV. SILTY SAND (SM): Olive brown, moist, fine grained. ` I 5 1 7.5 90.0 SILTY SAND/SANDY SILT (SM/ML): Olive brown, loose, moist, trace of clay. 10 14 medium dense, wet 27.8 n3 15 3 CLAYEY SANDY SILT (ML): Olive brown, very loose, 35.5 79.6 96 wet. 20 \ 2 92 .25. 11 SILTY SAND (SM): Olive brown, medium dense, moist, 46 fine grained. •30 14 35 15 -4p CLAYEY SANDY SILT (ML): Olive brown, medium 12 dense, moist, soil mottling. 90 45 16 SILTY SAND (SM): Olive brown, medium dense, moist, fine grained. 50 22 End of Boring at 51.5 ft 55 No Groundwater Encountered I *` Blows not corrected for overburden pressure, sampler size or Increase drive energy for automatic Hammers. Project No: LAND MARK Plate LP05057 B-1 • UNPfl48GI3JWE COiroarry CLIENT: Core Homes, LLC METHOD OF DRILLING: CME 55 w/autohammer PROJECT: Tentative Tract No. 33085 - La Quinta, CA DATE OBSERVED: 04/18/05 LOCATION: See Site and Exploration Plan LOGGED BY; TB LOG OF BORING B-2 W SHEET z OF 1 1 H g DESCRIPTION OF MATERIAL z j4 }z O W m SMFACE ELEV. SILTY SAND (SM): Oliva brown, moist, fine grained 8 loose, damp 4.6 85.2 5 12 medium dense e.3 84.4 -10 8 loose 15. -20- -25 -30- -35- -40- End of Boring at 13.5 ft No Groundwater Encountered "Blows not corrected for overburden pressure, sampler size or Increase drive energy for automatic harnmefs. Project No: LAN ARK Plate LP06057 B-2 CLIENT: Core Homes, LLC METHOD OF 1 PROJECT: Tentative Tract No. 33085 - La Quinta, CA LOCATION: See Site and Exploration Plan Z LOG OF BORING B- 6 SHEET 1 OF i DESCRIPTION OF MATE m SURFACE ELEV. +!- SILTY SAND (SM): Olive brown, moist, fine gr -5 12 medium dense, damp 10 5 loose 5 11 medium dense 20 25- 30- 35 -40 End of Boring at 16.5 ft No Groundwater Encountered "Blows not corrected for overburden pressu size or increase drive energy for automatic h Project No: LANDMAI LP05057 )RILLING: CME 55 w/autohammer DATE OBSERVED. 04/18/05 3 RIAL e ained. .e, sampler ammers. 7.4 1 84.7 Plate B-3 Gravels Clean More than hap I grovels pays than Of oetvsa traction ;oarse grained sails Is Gravel la+oar than No. with Mae More than hair at 4 slave Sands Clean sends (leas material to larger than 5% fine) than No. 20D slave Mom than hap of coarse freo6an Sande Is mailer than with lines Silts and clays Fine grained boils Liquid limit is Ion then 50% More than hetf of material Is smaller Slits and clays than No. 200 stove Uquld limit is more than 50% T Hghlyorgenlcsoils OW Wall graded gravels, gravel -sand mixtures, little of no fines GP Poorly graded gravels, or grav&sand mixtures. IItMe or no fines GM Silly gravels. gravel-sand-sdt mbdures, non-pleeilc (Ines G� Clayey gravels. gravel -sand -day mWturea, plastic lines SW Well graded sands, gravelly sands, little or no fines - SP Poorly graded send a or gravelly sends, Mlle or no fines SM Silty sends, sond4di mixtures, non-ptaslic fines SC Clayey sands, aand-clay mlmmB, plastic Knee ML Inorganic eats, clayey slits with slight plasticity — - CL Inorganic clays of low to medium plasticity, gravely, sandy, or lean days OL Organic sills and organic clays of law plasticity MH Inorganic afits, mfcaceous or dlabomacaous silty golfs, slasuc silts CH Inorganic days of bigh plasticity, fat days OH Organic days of medium to high plasticity, organic silts PT Peat and other highly omanlo salts Silts and Clays Sand Fine Medium Coarao 3 - 200 4 10 4 US Standard Series Steve ^ends G vale et_c. BlovrelfL ` Vary Lows 04 Loose 4-10 Madtunt Dense 10-30 Dense 30-60 V Dense Over GO f Gravel Fine � Coarse Cobbles `Ile 'll Boulders 30' 3` 12" User Square Openings Craysctays & Plague Silts Siren Or •• Blpws/R Very Soft 0-0,25 0-2 Soft 0.25.0.5 2-4 Firm 0.6-110 4-11 SBR 1.0-2A B-18 Very Stiff 2.".0 18-32 Hard .2 Ar Number of biows of 140 lb. hammer falling 30 Inches W drive a 2 Inch O.D. (1 318 in. I.D.) split spoon (ASTM D1688). " UnarnTured cvmprossivs strength in aorralaf. as determined by laboratory testing or appmx1mntad by the Standard Penetration Test (ASTM D1586), Pocket Penetrometer, Torvano, orvlsuai observation. Type or sample a, Ring Sample N Standard Penatratlan Test I Shelby Tube ■ Bulk (Beg) Sample n DrillkV Notes: 1. Sampling and Blow Counts Ring Sampler- Number or blows per foot of a 140 lb. hammer falling 30 Inches. Standard Penetration Test- Number of blows perfoot, Shelby Tube - Three (3) Inch nominal dlameier tube hydraulically pushed Z P. P. - pocket Penetrometer (Wnals,L). 3. NR = No recovery. 4, GV4T'f . Gmund Water Table observed a specified time. LANDMARK Plate Project No: LP05057 Key to Logs B-4 2 1 0 -1 -2 Z- -3 0.1 COLLAPSE POTENTIAL TEST (ASTM D5333y Po Water Collapse Added -- Potential = 0.4% (Slight) Silty Sand (SM) B-3 @ 6.0 ft LANi)MARK a p�$rMB£ISB4 Carny�ny Project No: LP05057 1 e 10 100 Pressure (ksf) Results of Test: Initial Final f Dry Density, pcf; 84.7 92.6 Water Content, `Yo: T4 29.7 Void Ratio, e: 0.954 0.780 Saturation, %: 21 100 Remolded Collapse Potential Plate Test Results C-1 130 125 - i"4 115 110 .' d p 106 100 05 85 Client: Core Homes, LLC Project: Tentative Tract No. 33085 Project No: LP05057 Date: 05/18105 SUMMARY OF TEST RESULTS Description; Silty Sand (SM) Sample Location: B-3 @ 0-5 ft. Test Method: ASTM D1557 A Maximum Dry Density (pcf): 101.0 Optimum Moisture Content (%): 16,5 Curves of 100% saturation for specific gravity equal to: _ 2.75 2.70 r t 2.65 0 5 10 15 20 25 3( Moisture Content (�) LANDMARK ..� c•+r+c�nr Plate Project No: LP05057 Moisture Density Relationship C-2 LANDMARK CONSULTANTS, INC. CLIENT: Core Homes, LLC PROJECT: Tentative Tract No. 33085 - La Quinta, CA JOB NO: LP05057 DATE: 05/19/05 DIRECT SHEAR TEST - REMOLDED (ASTIVI D3080) SAMPLE LOCATION: B-3 Q 6.0 ft SAMPLE DESCRIPTION: Silty Sand (SM) Shear Stress vs Rai. Displacement 1.0 p 0.8 2 _ .3 i c 0.6 u- 0.4 ta-?�-i-�{'}�,�,� :•ems cn 0.2 Moisture Content, % Dry Density, pcl Saturation, W Moisture Content, % Dry Density, pet Saturation, W, Normal Stress, ksf Peak Shear Stress, ksf Residual Shear Stress, ksi Deformation Rate. in./min. 1 2 3 7.4 7.4 7A 84.7 84.7 84.7 21 21 21 36.4 35.1 36.8 84.3 85.7 84.9 100 100_ 1.07 100 1.63 0.52 0.32 0.70 0.94 0.29 0.80 0.86 0.010 0.0101 0,010 Peak Residual 0 5 10 15 Angle of Internal Friction, deg.: 29 27 Relative Displacement (%) Cohesion, ksf: 0.05 1 0.03 3 3 rn 2 0C 0 DIRECT SHEAR TEST RESULTS 1 2 3 4 5 Normal Stress (ksf) LANDMARK ■ a�RLNM /S8E 6bmw=.�y Project No: LP05057 s Peak Residual 6 7 8 7.4 84.7 Direct Shear I Plate I Test Results C-3 LANDMARK CONSULTANTS, INC. CLIENT: Core Homes, LLC PROJECT: Tentative Tract No. 33085 - La Quinta, CA JOB NO: LP05057 DATE: 05119/05 ------------------ CHEMICAL ANALYSES Boring: B-1 Sample Depth, ft: 0-5 pH: 7.15 Resistivity (ohm -cm): 8,000 Chloride (CI), ppm: 250 Sulfate (SO4), ppm: 164 General Guidelines for Soil Corrosivity _ _ Material Chemical Amount in Degree of Affected Agent Soil (Apm� Cormsiyity Concrete Soluble 0 -1000 Low Sulfates 1000 - 2000 Moderate 2000 - 20000 Severe > 20000 Very Severe Normal Soluble 0 - 200 Low Grade Chlorides 200 - 700 Moderate Steel 700 -1500 Severe > 1500 Very Severe Normal Resistivity Grade Steel LANDMARK a O8FlMEE/5SE CoMPan y Project No: LP05057 1-1000 Very Severe 1000 2000 Severe 2000-10,000 Moderate 10,000+ Low Selected Chemical Analyses Results CalTrans Method 643 643 422 417 Plate C-4 SUMMARY OF INFILTRATION TESTING Client: Core Homes, LLC Date Excavated: 04/18/05 Project: Tentative Tract No. 33085 - La Quinta,CA Technician: JB Job No.: LP05057 Location: See Site and Exploration Plan Date: 05/19/05 Soil Type: Silty Sand (SM) Test Hole No.: I-1 Total Depth of Test Hole: 3-2° Reading No. Time Time Interval min Total Elapsed Time min Initial Water Level in.(in.)-.in, I Final Water Level Fall in Water Level Stabilized Drop min/in Rate al/hr/sft 1 15 15 13.00 23.25 10.25 2 15 30 2.00 12.50 10.50 3 15 45 0.00 10.75 10.75 _ 4 15 60 0.00 18.25 18.25 5 30 90 0.00 27.00 27.00 _ 6 30 120 3.00 35.25 32.25 7 T 60 180 1.00 38.00 37.00 8 60 240 1.00 38.00 37.00 9 60 300 1.00 38.00 37.00 10 60 360 1.00 1 38.00 37.00 1.62 23.07 SUMMARY OF INFILTRATION TESTING Client: Core Homes, LLC Date Excavated: 04/18/05 Project: Tentative Tract No. 33085 - La Qulnta,CA Technician: JB Job No.: LP05057 Location: See Site and Exploration Plan Date: 05/19/05 Soil Type: Silty Sand (SM) Test Hole No.: 1-2 Total Depth of Test Hole: 31 Total Initial Final Fall Reading Time Elapsed Water Water in Water Stabilized No. Time Interval Time Level Level Level Drop min min in. in, in. minlin _ 1 15 15 8.50 15.00 6,50 1- I '4n 1 nn 825 5.25 Rate al/hr/sft 3 15 45 1.00 =6�75.75 4 15 60 1.005.50 5 30 90 I 1.UU 1l.OU 11.Z)U 6 30 120 1.00 13.00 12.00 7 60 180 1.00 23.25 22.25 8 60 240 1.00 20.25 19.25 9 60 300 1.00 21.50 20.50 10 60 360 1.00 24.25 23.25 2.82 1 13.29 REFERENCES Arango L, 1996, Magnitude Scaling Factors for Soil Liquefaction Evaluations; ASCE Geotecbnical Journal, Vol, 122, No. 11. Bartlett; Steven F. and Youd, T. Leslie, 1995, Empirical Prediction of Liquefe.ction- Induced Lateral Spread: ASCE Geotc+cbmcal .lournai, Vol. 121, No. 4. Blake, T. F., 1989-1996, FRISKSP - A computer program for the probabilistic estimation of seismic hazard using faults as earthquake sources. Bolt, B. A., 1974, Duration of Strong Motion: Proceedings 5th World Conference on Earthquake Engineering, Rome, Italy, June 1974. Boore, D. M., Joyner, W. B., and Fumal, T. H., 1994, Estimation of response spectra and peak accelerations from western North Amelican earthquakes: U.S. Geological Survey Open Filo Reports 94-127 and 93-509. Building Seismic Safety Council (BSSC), 1991, NEHRp recommended provisions for the development of seismic regulations of new buildings, Parts 1, 2 and Maps: FEMA 222, January 1992 California Division of Mines and Geology (CDMG), 1996, California Fault Parameters: available at http://www.consrv.ca.gov/dmg/shezp/fltindex.html. Ellsworth, W. L-, 1990, Earthquake History, 1769-1989 in: The San Andreas Fault System, California: U.S. Geological Survey Professional Paper 1515, 283 p. International Conference of Building Officials (ICBO), 1994, Uniform Building Code, 1994 Edition. International Conference of Building Officials (ICBO), 1997, Uniform Building Cude, 1997 Edition. Imainp, C. W., 1994, Fault activity map of California and Adjacent Areas: California Division of Mines and Geology, DMG Geologic Map No. 6. Jones, L. and Hauksson, E., 1994, Review of potential earthquake sources in Southern California: 'A.pplied Technology Council, Proceedings of ATC 35-1. Joyner, W. B. and Boore, D. M., 1988,'Meacureammts, characterization, and prediction of strong ground motion: ASCE Geotechi ical Special Pub. No. 20. Mualchin, L. and Jones, A. L., 1992, Peak acceleration from maximum credible earthquakes -in California (Rock and Stiff Soil Sites): Cali£omia Division of Mines aAd Geology, DMG Open File Report 92-01. Naeini, F. and Anderson, J. C., 1993, Classification and evaluation of earthquake records for design: Earthquake Engineering Research Institute, NEHRP Report. National Research Council, Committee of Earthquake Engineering, 1985, Liqucfaction of Soils during Earthquakes: National Academy Press, Washington, D.C. Porcella, R. L., Matthiesen, R, B., and Maley, R. P., 1982, Strong -motion data recorded in the United States: U.S. Geological Survey Professional Paper 1254, p. 289- 318. Robertson, P. K, 1996, Soil Liquefaction and its evaluation based on SPT and CPT: in unpublished paper presented at 1996 NCEER Liquefaction Workshop Seed, Harry B., Idriss, I. M., and Arango I., 1983, Evaluation of liquefaction potential using field performance data: ASCE Geotcchnical Journal, Vol. 109, No, 3. Seed, Harry B., et al, 1985, Influence of SPT Procedures in Soil Liquefaction Resistance Evaluations: ASCE Geotechnical Journal, Vol. 113, No. 8. Sharp, R. V.,1989, Personal communication, USGS, Menlo Park, CA. Stringer, S. L., 1996, EQFAULT.VrK4, A computer program for the estimation of deterministic site acceleration. Stringer; S. L. 1996, LIQUEFY.WK4, A computer program for the Empirical Prediction of Earthquake -Induced Liquefaction Potential. Structural Engineers Association of California (SBAOC), 1990, Recommended lateral force requirements and commentary. Tokimatsu, K and Seed H. B., 1987, Evaluation of settlements in sands due to earthquake shaking. ASCE Geotechmcal Journal, v.113, no, 8. U.S. Geological Survey (USGS), 1990, The San Andreas Fault System, California, Professional Paper 1515. U.S. Geological Survey (USGS), 1996, National Seismic Hazard Maps: available at http://edage.or.usgs.gov Wallace, R. E., 1990,. The San ,Andreas Fault System, California: U.S. Geologlcal Survey Professional Paper 1515, 283 p. Worlting Croup on California Earthquake Probabilities (WGCEP), 1988, Probabilities of large earthquakes occurring; in California on the San Andreas Fault: U.S. Geological Survey Open -File Report 88-398. Working Group on California Earthquake Probabilities (WGCEP), 1992, Futute seismic Hazards in southern California, Phase I Report: California nivi.sion of Minas and Geology. Working Group on California Earthquake Prbbabiliiies (WOMP), 1995, Seismic bards in southem California, Probable Earthquakes, 1994-2014, Phase 11 It�eport; Southern California Earthquake Center., Ydud, T, Leslie and CWa ds, C. T.,199$, Liquefaction induced ground surface disruption: ASCE Geotecbnical Journal, Vol.121, No. 11: HYDROLOGY REPORT SOUTH ORCHARDS OFF -SITE DRAINAGE TM 33085 JUNE 12, 2017 00 jp ■ N 3) OS67*s 10 HYDROLOGY REPORT SOUTH ORCHARDS TM 33085 JUNE 12, 2017 MAXWELL PLUS DRAINAGE SPECIFICATIONS a t� a The MaxWelI7M Plus Drainage System Detail And Specifications 9 X ' CHAMBER SEPARATION o m 23 1 27 16 17 3 X "0 19 5 2 18 A X "0 3 21 17 1 6 � EL v F Y w t j w of 23 vt m a w vi — X :r z a Ln Q fn )r (] 1 } O 1 X X � 0- - 0 z � a X w 22 m7okwell "Plus s $ 3 � _jg X 7 Manufac ured and Installed by �e of J ? _ — TORRENT RESOURCES Fs 9 w r� 12 An evolution of McGuckln Drilling O tii a a www.torrentresources.com = 10 z -- ARIZONA 6021268.0785 Y X (L C 8 NEVAOA 702I388.1234 Z CALIFORNIA 6611947.9636 � 7 LU W Z t O 13 w O a 20 13 X 10 11 0 C 0 0 12 w C) ITEM NUMBERS w a a 1. MANHOLE CONE -MODIFIED FLAT BOTTOM, w c C, 2. STABILIZED BACKFILL -COMPACTED NATIVE IN LANDSCAPED AREAS, 3 1 SACK SLURRY IN PAVEMENT. F 3. BOLTED RING S GRATE/COVER - DIAMETER AS SHOWN. CLEAN CAST IRON WITH WORDING "STORM WATER ONLY" IN RAISED LETTERS. BOLTED IN 2 LOCATIONS AND SECURED TO CONE WITH MORTAR. RIM ELEVATION t0.02' OF PLANS. 4. GRADED BASIN OR PAVING (BY OTHERS). 5. COMPACTED BASE MATERIAL (BY OTHERS). 6. PUREFL6"' DEBRIS SHIELD - ROLLED 16 GA. STEEL X 24" LENGTH WITH VENTED ANTI -SIPHON AND INTERNAL .265" MAX. SWO FLATTENED EXPANDED STEEL SCREEN X 12" LENGTH. FUSION BONDED EPDXY COATED, 7. PRE -CAST LINER - 4000 PSI CONCRETE 48" ID. X 54" OD. CENTER IN HOLE AND ALIGN SECTIONS TO MAXIMIZE BEARING SURFACE. 8. MIN. 6' 0 DRILLED SHAFT. 9. SUPPORT BRACKET - FORMED 12 GA. STEEL. FUSION BONDED EPDXY COATED. 10. OVERFLOW PIPE - SCH. 40 PVC MATED TO DRAINAGE PIPE AT BASE SEAL. 11. DRAINAGE PIPE - ADS HIGHWAY GRADE WITH TRI-A COUPLER. SUSPEND PIPE DURING BACKFILL OPERATIONS TO PREVENT BUCKLING OR BREAKAGE. DIAMETER AS NOTED. 12. BASE SEAL - GEOTEXTILE, POLY LINER OR CONCRETE SLURRY- 13. ROCK - CLEAN AND WASHED, SIZED BETWEEN 3/8" AND 1-1/2" TO BEST COMPLEMENT SOIL CONDITIONS. 14. FLOFASTTM DRAINAGE SCREEN - SCH. 40 PVC 0. 1 20"SLOTTED WELL SCREEN WITH 32 SLOTS PER ROW/FT. DIAMETER VARIES 96" OVERALL LENGTH WITH TRI-B COUPLER. 15, MIN. 4' 0 SHAFT - DRILLED TO MAINTAIN PERMEABILITY OF DRAINAGE SOILS. 16. FABRIC SEAL - U.V. RESISTANT GEOTEXTILE - TO BE REMOVED BY CUSTOMER AT PROJECT COMPLETION. �/'•.:-•• r:. ICY I • 14 iL r, • � �- ■ 4 mil'%ii' : ��^.=: •_: • 17. ABSORBENT - HYDROPHOBIC PETROCHEMICAL SPONGE. MIN. 128 4 18. CONNECTOR PIPE - 4" 0 SCH, 40 PVC. 19. VENTED ANTI -SIPHON INTAKE WITH FLOW REGULATOR. c E 20. INTAKE SCREEN - SCH. 40 PVC 0.120" MODIFIED SLOTTED WELL SCRON WITH 32 SLOTS PER ROW/FT. 48" OVERALL LENGTH WITH TRI-C END a CAP. c O 21. FREEBOARD DEPTH VARIES WITH INLET PIPE ELEVATION- INCREAS PRIMARY/SECONDARY SETTLING CHAMBER DEPTHS AS NEEDED TO E MAINTAIN ALL INLET PIPE ELEVATIONS ABOVE CONNECTOR PIPE c) OVERFLOW. O 0 22. OPTIONAL INLET PIPE (BY OTHERS). U 23. MOISTURE MEMBRANE - 6 MIL. PLASTIC. PLACE SECURELY AGAINST ECCENTRIC CONE AND HOLE SIDEWALL. USED IN LIEU OF SLURRY IN LANDSCAPED AREAS. ,rI wA-.1"� Rey, k• w •qr. � � � F: M a .Y . � ..J•'. The watermark for drainage solutions. May 9th, 2005 MSA Consulting 34-200 Bobe Hope Drive Rancho Mirage, Califomia 92270 Attention: Mr. Julian DeLaTorre Dear Julian, TORRENT �r RESOURCES As requested, the accompanying MaxWeIr Drainage Products catalog and spedfication data are forwarded for your resources. For most applications Involving the disposal of runoff and nuisance water flows from Impermeable surfaces, we recommend the use of our r4imWen Pins System. 71iis dual -chambered design pre -treats the water twice prior to disposal for the removal of suspended solids and floating petroleum -based organic compounds. Offering unmatched efficiency, this product has been endorsed as the specified standard of quality by numerous municipalities in Arizona and California, as well as the Arizona Department of Environmental Quality. The reliability of our Maxwell structures has been field -proven for more then three decades across five states in the greater Southwest, In fact, more than 99% of the 40,000 systems we have installed since 1972 are still In service. If additional information would be helpful, please do not hesitate to contact us. We look forward to further opportunities to be of service, Sincerely, Jachnic&,Marketing Representative Torrent Resources, Inc. End. k Torrent Resources Incorporated 1509 East Elwood Street Phoenix Arl:ona 05040-1391 p4ane602-Z68-0785 far602-268-9020 www.7orrentResourtes, tam AI Ile, R00070465 A, R00047067 B-4; ADWR 363 CA Ile. SZ8080 A, C-42, HAI MV Ill. 0035350 A- MAI LIE. 90504 GF04 An evolution of McSuckln Drlllin0 'i rY��',fr::�v�r .5r p}} ;ft, `j 'ucr; 14 r�, 5 np Ati�"' •� 44 err TORRENT h.: �fi1+t, F.f x.rirar 1� r:� '$�^T�r i, r•'; _ R f S G r1 R C E 5 . .,` ,, e:1' f = r eK �� �� ��E A?i4z„���`. J4•„i�A•r', " •,,c i� .➢1r�:�• ' ;:. �:: ' �ti ..,5f.r.L'v�«"� � . �•� 'svC,�i ':4�'_�•ir.n . flit."�:e..:a �3' m's:haiw � y i:�'rr.„'...K 'i':�i:r i" r'fi'A�•1''C�:'t: • • .: •�• � r_- .C�! ....`.�- �':. 1: r' ic',o� r 4.1 THE MAXWELLTM CONCEPT Since 1974, over40,000 Maxwell' Systems have proven their value as a cost-effective solution in a wide variety of drainage applications. Earlier experience had shown thatthe silt and debris that flow into a conventional storm water drywell could quickly cut short its life by clogging the soils meant to transmit water. Pavement sediment could contribute to these problems by further restricting long-term performance, As a result, engineers have been specifying Maxwell Systems to bring an end to these life -expectancy problems and provide a practical solution to drainage requirements. Common to all Maxwells is large settling capacity combined with a carefully designed drainage assembly. The drawing shown here of a Maxwell Plus"' Illustrates the patented overflow process on which the system works. Incoming water from the surface grated inlet is received in the Primary Settling Chamber where silt and other heavy particles settle to the bottom, A Pureflo" Debris Shield ensures containment by trapping'floating debris and pavement oil. Suspended matteris filtered out by an intake screen while a Floating absorbent Sponge wicks residual pavement oils and compounds from the water. The pre-treated flow is then regulated to a constant rate and directed to a secondary settling chamber. The settling and containment process is repeated, thereby MAXWELL PLUS effectively achieving controlled uniform treatment. The system is drained as water rises under the PureFlo Debris Shield and spills into the top of the over- flow pipe. The drainage assembly returns the cleaned water to the surrounding loll through the NNW' drainage screen. Equally important to long life is the care taken in drilling the drywell and installing the components. At least 10 feet of penetration with a large, 4-foot diameter hole into the permeable, clay -free sand, gravel and cobbles is vital. Torrent's specially designed, "crowd" -equipped rigs get through difficult cemented soils to reach clean drainage soils at depths up to 180 feet, Additionally, the firm's proprietary techniques assure that soils will stay clean from the drilling operation through initial well use. RETENTION FACILITY DESIGN CONSIDERATIONS Most municipalities require storm water be retained on site to minimize the peak flow from storm events and to mitigate flooding. Disposal of the retained water is then required within an acceptable time period. The retention volume required on a given property should be calculated according to the requirements of the municipality or local jurisdiction. Generally, any rainfall in excess of these requirements is allowed to overflow to the streets or storm sewers. Since no allowance is made for soil or drywell transmissibility, the retention facility must be designed to retain 100% of the calculated rainfall volume. Most retention is achieved using parking lots, landscaped areas or a combination of the two. With parking lots, the most important design factor is user convenience. Although most municipalities allow up to 36 hours to dissipate retained water, practical application normally prescribes drainage times of 4 to 6 hours. Parking lot retention should be designed so that most of the water is stored away from the project's buildings to minimize pedestrian inconvenience during storms and with acceptable depth to allow safe vehicle traffic, Ideally, deeper perimeter landscaped retention combined with even pavement storage provides the best balance. Such decisions should consider parking lot size and loading, kind of business, major storm frequencg and the drainage facilities Installed for disposing of the retained water. The speed with which water is removed, thus the number of hours acceptable for disposal, Is determined by the number of MaxWells and their transmissibility. See Calculating MaxWeli Requirements. Landscaped retention areas can contribute.significantly to both the aesthetic and functional qualities of the property they protect. Where space permits, landscaped retention areas might take the form of a depressed grass area, a rockscape, a playground or even a golf course. Unlandscaped retention basins are definitely not recommended since their silt erosion can result in premature aging of drywells, Landscaped retention should be designed to drain quickly so that plants or grass are not damaged. The MaxWell'" Plus System allows for nuisance water to be Intercepted In the drainage -way, enabling the retention basin bottom to stay dry between storm events and minimizing basin maintenance. To match the appropriate drywell Inlet structure to your retention facility, refer to MaxWell and Envibro'" System 5urface Treatments and Details on the following page, CALCULATING MAXWELL REQUIREMENTS I. Determine the total cubic feet of required retention needed to meet code. 2. Determine the number of hours acceptable for disposal of water retained. 3, Determine Pic TOTAL CF5 of disposal needed to drain retention in the hours acceptable. TOTAL CF5 - Required Retention (ft3) hours Acceptable x 3600 4. Determine the appropriate individual well percolation test rate: a) For non -critical applications, known soil data can be the basis for estimated percolation rates. Torrent maintains extensive records including maps and related drilling logs from past projects. from this data, Torrent personnel can quickly determine likely soil conditions and an associated Individual well percolation test rate for most sites requiring drywells, b) For large projects, sites with critical drainage demands, orto verify well performance, an actual constant -head percolation test is recommended. Constant -head testing closely simulates actual working conditions and provides data that is accurate for standard MaxWeli designs installed in any soil condition. It is common practice to install one drywell in a required location and then test the completed well. By testing a finished well, performance is optimized and the number of required wells is minimized. Over $135,000 was saved for a major semiconductor facility through this testing method. Because MaxWells will often accept test water faster than a water truck or spigot can provide It, Torrent utilizes a percolation testing apparatus that can bring water to the well from a fire hydrant 1/2 mile or more away through large )346C4P-- diameter lines. Flow rates up to 3,0 cubit feet per second (IFS) are measured by precision totalizing flow meters to arrive at an individual well percolatlog test rate. For certified tests, monitoring by a soils laboratory can be arranged. For assistance in estimating Individual well percolation rates or arranging a percolation test, contact the Torrent design Staff S. Determine the Number of MaxWell Sgstems required using either of the following methods: a) Standard Ma,iftl settling chamber depths and drainage components are engineered fordisposal rates of from 0.25 to 0.50 CFS persgstem, depending on head of water. For general applications draining retained storm water, use (1) standard MaxWell IV for up to 1 acre of paved - surfaces and up to 3 acres of landscaped contributory area. For large paved surfaces, subdivision drainage, nuisance waterdrainage orother demanding applications, use (1) standard MaxWell Plus for up to 2 acres of paved surface and up to 5 acres of landscaped contributorg area, or b) Where applicable soil and site conditions permit higher system disposal rates, or if a percolation test is in order, calculate the number of MaxWells as follows: Number of MaxWell Systems a Total CFS xAt tnatwaual well Percolation Test Rate At • deratfng factor for well aging. Use a factor of 2 for course grained soils and 3 for One grained soils. Stiff or hard soils may require a hlgherfactor. Based upon soil data, either use the general guidelines in (a) or if (b) is - appropriate, consult the Torrent Design staff to engineer a design that meets your site's specific requirements, 6. Select and specify the desired Maxwell System based upon the size and type of property to be drained. Where drainage areas are impacted by Industrial operations, the Envibro" Sgstem may be recommended. Please refer to Product literature forspecificMaxWell andfnvibro design requirements. For additional design considerations, CAD drawings, orsite-specific instructions, contact the Torrent Design Staff for no -charge assistance in any phase of your planning. STANDARD INLET GRATES 6 COVERS All inlet castings are clean cast iron with wording "Storm Water Oriig" in raised letters. Rings are cast to fit either 24" or 30" manhole openings. All castings are bolted in two locations for safety unless otherwise noted. Open area of grates matches capacity of respective drainage system components as follows: Manhole Opening Grate Casting Style Matches Drainage Component 24" Traffic 6+ 24"R landscaped 6,r 30" Traffic, Landscaped 0" or 12" "R" denotes reversible inset casting option for landscaped applications. Add a "C" to casting number for M.H. Cover option. MAXWELL"AND ENVIBRO'" SYSTEM SURFACE TREATMENTS AND DETAILS Drawing A, B, C or D may be used in place of the top portion of the standard system detail to adapt It to the varying surface conditions shown. A. Adds mmetelladfsrh avgtaffie.1M , !. ForUndsorpedrettMlenpsedsaadplenws, Manhole opening � No parlaq or pia, k VM VAartsfitefphtnow to drywetl, use C. B' x 8' x 8' pad M.A.G. Class-B Pavement and base concrete 7 - #3 bars 12" C.C. Manhole opening 10 compact soil material (By others) each way \ �4 Modifed manhole cone Modified manhole cone Moisture membrane \ Moisture membrane min.18, below rim min.19" below rim fn Llisc.1t5hUsnprA'Olt ntleNdetesdentWslssorwkere6eergsntlteWissrgjdpstN iiR Ig8 r Sh 0 ul d h e 4"x. 0. Aepedelderiyerdrereur lewNeaaddioasoarldaussssthawAsldeett Arse Isst:lled wisp ranaertlsg plpaaadtrenglsa Manhole opening "0 Pavement and Compact Boll Manhole opening ' base material (by others) Modified manhole cone Moisture membrane ' r Modified manhole cone " .Y \ Mud all Nner)olnts min. 18" below rim Concrete slurry above Perforated The MaxWell' Plus, as manufactured and installed exclusively by Torrent Resources Incorporated, is the industry standard for draining large paved surfaces, nuisance water and other demanding applications. This patented system incorporates state-of-the-art pre-treatment technology. THE ULTIMATE IN DESIGN Since 1974, over 40,000 MaxWell" Systems have proven their value as a cost- effective solution in a wide variety of drainage applications. Theg are accepted by state and municipal agencies and are a standard detail in numerous drainage manuals, Many municipalities have recognized the inherent benefits of the MaxWell Plus and now require It for drainage of all paved surfaces. SUPERIOR PRE-TREATMENT Industry research, together with Torrent Resource's own experience, has shown that initial storm drainage flows have the greatest Impact on system performance. This "first flush" occurs during the first few minutes of runoff and carries the majority of sediment and debris. larger paved surfaces or connecting pipes from catch basins, underground storage, etc. can also generate high peak flows which may strain system function. In addition, nuisance water flows require controlled processing separate from normal storm runoff demands, Manufactured and Installed Exclusively by Torrent Resources Incorporated Please see reverse side for additional wtormatlon U.S.Pater No, 4,923,330 "Trademark 1974, 19e7, 2004 11,01 'TORRENT a�s�aAc,Fs In the MaxWell Plus, preliminary treatment is provided through collection and separation in deep large -volume settling chambers. The standard Maxwell plus system has over 2,500 gallons of capacity to contain sediment and debris carried by incoming water, Floating trash, paper, pavement oil, etc, is effectively stopped by the PureFlo"' Debris Shields In each chamber. These shielding devices are equipped with an effective screen to filter suspended material and are vented to prevent siphoning of floating surface debris as the system drains. EFFECTIVE PROCESSING Incoming water from the surface grated inlets or connecting pipes is received in the Primary Settling Chamber where silt and other heavy particles settle to the bottom. A PureFlo" Debris Shield ensures containment bg trapping floating debris and pavement oil. The pre-treated flow is then regulated to a design rate of up to 0.25cfs and directed to a secondary settling chamber, The settling and containment process is repeated, thereby effectively achieving controlled, uniform treatment. The system Is drained as water rises under the PureFlo Debris Shield and spills into the top of the overflow pipe. The drainage assembly returns the cleaned water to the surrounding soil through the FlaFast"-Drainage Screen, ABSORBENT TECHNOLOGY To provide prompt removal of pavement oils, both MaxWell Plus settling chambers are equipped with absorbent sponges. These floating pillow -like devices are 100% water repellent and literally wick petrochemical compounds from the water. Each sponge has a capacity of over 128 ounces to accommodate effective, long-term treatment. The absorbent is completely inert and will safely remove runoff constituents down to rainbow sheens which are typically no more than one molecule thick. SECURITY FEATURES MaxWell Plus Systems include bolted, theft-reslstance, cast iron gratings and covers as standard security features. Special Inset castings which are resistant to loosening from accidental impact are available for use in landscaped applica- tions. Machined mating surfaces and "Storm Water Only" wording are standard. THE MAXWELL IFIVE-YEAR WARRANTY Innovative engineering, quallzy materials and exacting construction are standard with every MaxWel! system produced and installed oy Torrent Resources incorporated, The MaxWell Drainage Systems Warranty is the best In the industry and guarantees agnrnst faflures due tr, workmansnrp ar materials for a penoa of five years from date of complerior, MAXWEV PLUS DRAINAGE SYSTEM DETAIL AND SPECIFICATIONS CALCULATING MAXWELL PLUS REQUIREMENTS: The type of property, soil permeability, rainfall intensity and local drainage ordinances determine the numberand design of MaxWell Systems. For general applications draining retained storm water, use one standard MaxWell Plus per the llaftctions below for up to 5 acres of landscaped contributory area, and up'to 2 acres of paved surface. To drain nuisance water Flows in storm runoff systems, add a remote inlet to the System. For smaller drainage needs, refer to our Type IV MaxWell. For industrial drainage, our fnvibro" System may be recommended. Far additional considerations, please refer to "Design Suggestions For Retention And Drainage Systems" or consult our Design Staff. COMPLETiNGTHE MAXWELLPLUS DRAWING To apply the MaxWeIiPlus drawing to your specific project, simply fill In the blue boxes per the following instructions. Forassistance, please consult our Design Staff. PRIMARY SETTLING CHAMBER DEPTH The overall depth of the primary Settling Chamber is determined by the amount of surface area being drained. Use a standard depth of 10 feet forthe initial acre of contributory drainage area, plus 2feet for each additional acre, up to the design limits of the property type noted in "Calculating MaxWell Pius Requirements" noted above. Other conditions that would require increased chamberdepths are property usage, maintenance scheduling, and severe or unusual service conditions, Connecting pipe Depth may dictate deeper chambers so as to maintain the effectiveness of the settling process. ESTIMATED TOTAL DEPTH The Estimated Total Depth is the approximate total system depth required to achieve 10 continuous feet of penetration Into permeable soils, based upon known soil information. Torrent's specialized "crowd" equipped rigs get through the difficult cemented soils to reach clean drainage soils at depths up to 100 feet and their extensive drilling log database is available to use as a reference. L~] SETTLING CHAMBER DEPTH On MaxWell Plus Sgstems of over 30 feet overall depth and up to 0.25cfs design rate, the standard Settling Chamber Depth is 1B feet. OVERFLOW HEIGHT The Overflow Height and Settling Chamber Depth determine the effectiveness of the settling process. The higher the overflow pipe, the deeper the chamber, the greater the settling capacity. An overflow height of 13 feet Is used with the standard settling chamber depth of 18 feet. DRAINAGE PiPE This dimension also applies to the Pureflo" Debris Shields, the Plofatt"' Drainage Screen, and fittings. The size is based upon system design rates, multiple primary settling chambers, soil conditions, and need for adequate venting. Choices are 6", 8", or 12" diameter. Refer to our company's "Design Suggestions for Retention and Drainage Systems" for recommendations on which size best matches your application. BOLTED RING 5 GRATE/COVER Standard models are quality cast iron and available to fit 24" 0 or 30" 0 manhole openings. All units are bolted in two locations with wording "Storm Water Only" In raised letters. For other surface treatments, please refer to "Design Suggestions for Retention and Drainage Systems" i ___ ] INLET PIPE INVERT Pipes up to 24" In diameter from catch basins, underground storage, etc. may be connected into the primary settling chamber. Inverts deeper than 4 feet will require additional depth in both system settling chambers to maintain respective effective settling capaddes. `.I INTAKE INLET HEIGHT The Intake Inlet Height determines the effectiveness of the settling process in the Primary Settling Chamber. A minimum inlet height of G feet is used with the standard primary settling chamber depth of 10 feet. Greater inlet heights would be required with increased system demands as noted in Primary Settling Chamber Depth. [ ] CHAMBER SEPARATION The standard separation between chambers is 15 feet from center to center for inlet pipe Inverts up to 7 feet. For deep inlet pipes or underground storage systems that result in a deeper Connector Pipe, add 5 feet of separation for each 3 feet of additional Connector Pipe depth. Maximum Connector Pipe depths and Chamber separations are 13 feet and 25 feet, respectively. A pump and lift station is recommended for systems with deeper requirements. '