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Home My WebLink About1990-08-21 Septic System Design ReportS-P TESTING, INC. 951 KATYDID LANE ST.MICHAEU MN 55376 497-3566 Steven B. Schirmers August 21r 1990 Dave JellIson Lot 1, Block 1 Painters Woods OronOf Henn. Co.# MN This system is Designed for a Type 1, five bedroom home and in accordance with the Minnesota Pollution Control Agency Chapter 7080 and local ordinances. The soils on this site are typical of SCS soils mapped - KkB - kilkenny loam. A seasonally high water table was located at 18", 20", 22" 6 30", (mottled soil). Due to the seasonally high water table, a Pressurized Mound System will need to be installed. The bottom of the rock bed must be located at least 3' above the seasonally high water table. The soils at a depth of 12" have a percolation rate averaging 13.7 min/inch and are adequate for treating septic effluent. A pumping chamber will need to be installed to lift the effluent to the treatment area. The manifold and supply line pipe must have back drainage to the pumping chamber. The distribution pipes shall have their ends capped. Be sure the rock and sand fill material are clean. The sod layer below the entire mounded area must be turned over, just break up the sod, be sure not to over work. The power supply and switches must be located outside the manhole and pumping chamber in a weather proof enclosure. A warning device must be installed with a light and sound device, this is in case of a pump failure (Mercury floats are a good method)• All neighboring wells are located more than 100* away from the proposed treatment area. CONT'D Soil and Percolation TeatB Septic Syatem Deaign Loti,BlklrPainters Woods Keep all heavy equipment off of the proposed treatment area before and after construction as much as possible* The treatment area should be marked off before construction. With proper installation and maintenance, this system should have no problem in treating septic effluent effectively. Recommend to pump the septic tank every year if there is only 1 tank & every 2 years if there are 2 tanks* Steven B. Schirmers SBS/ds o �• o � a o O N L� 1 Ao Q CL p k N t F O gp C� o Z n o.o -1 g3 P y 1F \ C o A• rD_ j c d Le o " � �9 • wi �. �QQ � � V .�% lo. 3 n P. R Ile, SL ^ " SCE ` F n �. 11 O$ o - d 3 * u �m I e P — G IV x ID tA a S a n a tA A z a n� �o is 0 O S ,A M. 44 rn m r��rn m rrn r 1 I� N -.4 3 • 3 m � cni 0 L Io K,_wW D _ aoa r F 3 3 3 rNn n Q� , ^ n n N 0 klvl��1 0 3 3 3 Sox v S moo^ p (V,o ZW n N y M m D O 7_ U) MOUND DESIGN WORKSHEET (For Flows up to 1200 gpd)I A. FLOW Estimated n ^ gpd (see pages D-7 or 1-3,4,5) or measured______gpd.fa B. SEPTIC TANK UQUID VOLUMES A-/OSO gallons (see pages C-3 or C-5) C SOILS (refer to site evaluation) 1. Depth toxestricting layer ■ i^'^o inches 2. Depth of percolation tests ■ > ^ ** inches 3. Percolation rate is.o mpi 4. Land slooe !»■ 1 1 1 BUMB a m_a . MB IBB BBB MB fIB 0 BBB ill m MB •BB BM MB V IBBB 'BBB BM .ftIHBBIBBBB wme TMR OMBcmi^ m wuan =r ub Tslm BBBIBM tSB fSBS IBBB ••• IBBB BBBB BBMB • mbb BBBB D. ROCK LAYER DIMENSIONS 1. Multiply flow rate by 0.83 to obtain required area of rock layer A x 0.83 « ^.5^) gpdX0.83sq.ft./gpd«sq.ft^ 2. Select width of rock layer (10 feet or less)« lo ft. 3. Length of rock layer « area ••• width /..vM sq.ft.ft.» ft.Rock Bed E. ROCK VOLUME 1. Multiply rock area by rock depth to get cubic feet of rock; sq. ft. X Aoa ft« o/ ^cu. ft Divide cu. ft by 27 cu. ft./cu. yd. to get cubic yards; OWcu.ft. cu. yd. Multiply cubic yards by 1.4 to get weight of rock in tons; ^0 cu. yd. X 1.4 ton/cu. yd.« 3o toiw. Loigth ^th SlOft 2. 3. F. ADSORPTION WIDTH 1. Percolation rate in top 12 inches of soil is mpi 2. Select allowable soil loading rate ftom table on page E-16; gpd/ft2 E-16 3. Calculate adsorption width ratio by dividing rock layer loading rate of 1.2o gpd/ft2 by allowable soil loading rate; 1.20gpd/ft2-*-_:OfLgpd/ft2* Check this value on page E-16, 4. Multiply adsorption width ratio by rock layer width to get requir^ adsorption width; X /O ft« L<.^ ft 1.1lii!000 00m e.i« • • • IS IS •m SI b SS •s •## SI It ^ VRam %msjft ses 9.m OM &9t 9jm SM ftJS SlSS vmISts BBS i G. DOWNSLOPE DIKE WIDTH . If landslope is 3% or more, subtract rock layer width from adsorption width to obta^ minimum downslope dike toe ____ft-____ft«______ft L Calculate mound height at edge of rock layer on downslope side; a. Determine depth of dean sand fill at upslope edge of rode layer. SqforatUm feet b. Multiply rode layer width by landslope to eietermine drop in elevation; Slope Diffnenee /Q X ^ %-»100« -s ftMg.,C^^o c Add depth of dean sand depth of dean sand for separation at downslope edge to depth of rode layer to depth of soil backfill to get motmd height at downslope edgeoftoek^tayeR •- a.o’ aL .o ft* 1.0 ft* ft» ft« M ft Me. d. Enter table on page E-18 ^th lancislope ^(x^^lope dike ratio. Sel^ dike multiplier of 5.o s^’o^. e. Multiply dike multiplier by downslope mound height to get downslope dike width: H x ^ ■ ae ft Mg.. m L g. Compare the values of step G.1 and Step G2J. Select the greater of die two values as the downslope dike width; feetH^, lu's^ h. Calculate upslope dike width using upslope mound height and upslope dike multiplier from page E-18; x s.-!r,m ,0 ftMuJ i. Total mound width is the sum of upslope dike width plus rock layer width plus downslope dike width; 10 ft-t /O ft+ JiO ft« MO ft 3. If landslope is 2.9 percent or less, basal width includes both the upslope and downslope dike widths. a. Calculate downslope dike width using steps G.2.a. througjh G.2i; / L feet b. Calculate upslope dike width using upslope mound height and dike multiplier from Page E-18; ft«,!_3_ft c Add downslope dike width to upslope dike width to rock layer width 13 ft^- /o_ft» yu ft« 3^ ft E-18 M M uowngiopa M 4A 7a M 40 upolopo M 40 70 •0 0 M M M 10 70 M 40 10 40 70 10 1 im M7 Ml Mi 7A 201 lA 471 SA 434 731 1 SJf Ml Ml lA IJ4 201 170 434 SA M4 IJO I MO M4 Ml 7A Ml 275 ~Ml MS SA 17f 4A 4 l.tt iJ$Mi 7A %n 234 lA M7 401 lA 401 1 . Ml .. MO .liV M7 1077 Ml lA 400 4A Mf S71 "4 %M Ml ■ ■ 7.14 Mi 1207 234 Ml lA 431 4.0 141 7 MO Ml 7m 1034 1171 23i 1.U 170 4A 470 Ml •S.H Mi Ml 1134 iin 232 lA %5f 4A 431 4A f Ml Mi fill not ii.fl 231 2M UA lA 4A 4A 10 iJ9 4£T 100 IMO 2133 231 2A lA 175 432 444 11 4M 7J«1U1 174S 3041 2JI 271 lA 141 l.»4A 11 4A4 im 114}4171 171 270 1.12 14t )A 4A 1 PWFSfiURE DtSTRIBTJTTON SYSTEM 1. Select number of perforated laterals _j§__ 2. Select perforation spacing * 3 ft. 3. Since perforations should not be placed closer than 1 ft. to Ae edge of the rock layer (see p. E-14), subtract 2 ft. from the rock layer length. ItocktafwtaBfdi" ^ 4. Determine the number of spaces between p^orations. Divide the length above by perforation spacing and round down to nearest whole number. E-17a Length perf. spacing - ou ft. ♦ ft.«Qiii. spaces 5. Number of perforations is equal to one plus the number of perforation spaces. spaces 1 , perforations/lateral 6. Multiply perforations per lateral by number of laterals to get total number of perforations. TABLEOR atigndischa HMd Perforadon dlaoittar OndMi) 1.0i 7/W 1/4 0.74 13 039 0.90 2.0b 030 IM 23 039 1.17 3.0 0.9B 138 4.0 1.13 1.47 ___Lfi aUM IjO loot of hcid for Midcnllal lyMctM. bUM2i) fMt of hMd for odw flMablWiawftti E-17b laMnIt pmMlttmwk perforations. 7. Determine required flow rate by multiplying number of perforations by flow p6r perforation (see page E -17) pafi ^ poi/paf ...apriiB 9mt' *132indi 13ineli 2J0inch 23 14 18 28 3.0 13 17 26 33 12 16 25 4.0 11 15 23 S.0 10 14 22 8. If laterals are connected to header pipe as shown on page E- 15, select minimum required lateral diameter from table on page E-17; enter table with perforation spacing and number of perforations per lateral. Select minimum diameter for perforated lateral -____inches. 9. If perforated lateral system is attached to manifold pipe near the center, as on page E-12, perforated lateral length and number of perforations per lateral will be approximately one half of that in step 8. Using these values, select minimum diameter for perforated lateral from page E-17 as . inches. E-12 PUMP ggLgCTTOV PffnrmTTtit? A. Dctoinint pvmp eipadip: 1. Miniiniimsugsenidis600gdIonspcrhoiira0gpin)tO9tiyihadof waitruMFite. 1 MaxiiiiumsuggMdfordcttPeytotdivpboxofahomesystemisZTOO gallons per hour (45 gpm) to prmm badld-up of pressnre in drop box. 3. Ustvalut from desig n of pmwifi dfatribudonsystniu SELECTED PUMP CAPAQTY gpM npsLuiftli B. Otteanine headxiqaiiiBwntat 1. Bevadondiffmice between pomp and point of discharge. MmofDisd: ~ T *=»' If pumping to a pnanre dlstribuiioii sjfstenv add fl^e feet for pressure required at mantff^d ^ f—t Friction lore Elevreoa Oifferenei 1 M- MSb a. Enter Medon lore table with g^ and pipe diameter. Read Medon lore in feet per 100 feet from page F-18. fL/lOOftafpipe b. Determine total pipe length from pomp to discharge point Add 25 percent to pipe len^ for fitting loss* or use a fitting lore chart Eqoivaientpipe length -1.25 times pipe length ■ ./SO «L2&» \n^ fact c Cilcniate total friedon lore bp muldplying friedon lore in ft/100 ft by equivalent pipe length. Totalftiedonlore■ ms" « ♦ton■__<r Total head required is the sum of devadon difference, special head requirements, and total friction loss. L3 fere 2.0fere 3i)fere iMSVlOBnirvIpa 10 0.69 0.20- 12 0.96 0.28 •14 1.28 0J8 16 1.63 0.48 18 2.03 0.60 20 L47 0.73 0.11 23 3.73 1.11 0.16 30 3J3 IJ3 0.23 33 7.90 L06 OJO _40 U.07 164 0J9 43 14.73 3.28 0.48 50 3.99 0J8 33 4.76 0.70 60 .5.60 0J2 1 (D (2) (3d TOTALHEAD feet C Pump selection 1. A pump must be selected to deliver at leret .12. spm 6tep A) with at least .2^ feet of total here! (Step B). D-7 D. Total Pumpout Volume 1. To maxinuze pump life select sump size for 4 to 5 pump operadons per day. ^pd^4m ) ^ gailonapef diM» 2. Olculate drainbadc 1. Determine total pipe length. feet 2. Determine liquid volume of pipe. J^gdlons per 100 feet (seepageP-lf 3. Multiply len^ by volume: Dninback quandty « MO feetx / fallona/100ft■ «2^fialtons* * Suggested drainbKk quantity is 10 pwcwit of pumped quantity. A largv drainbadc pareentage will daaeaaa pump station cfBoancy sli^y but pumping anargy com are usuallyardativclysinailpaRofthetotaJ housahold cnatgy costs. esnMsisB SCWMC fUMM m miiumm an IMiWPI or aaiecNcc 4 ~ t a B s 300 as 100 •ox 3 «ao 300 tto ■*«•00 jn ISO •nn 9•T90 MO aoo 9SS toa SSS net. 1060 -900 370•ISOO «T9 «oo 3. Total pump out ^lume equals dose volume > dninback I ^^ gallons per dose gallons ■ ^ i Total C^ons F-18s1 no9 dlsmeur (inchasi GaUomearlOOreH 1 4A9 7.77 IJ 10.58 2 17.43 2J 24.87 3 38.4 4 66.1- I :eRTIF:CATION # 0U627 Logs or doii Borings ideation or Project Dave Jellison. Lotl>Blk»l>Palnters Woods# Orono_ _ _ Borings made by S-P Testing, Inc. Steve Schirmers_ _ _ Date 8-20-90_ _ _ Classifiction System: AASHO_ _; USDA-SCS X ? Unified_ _ _; Other Auger used (check two) : Hand X » or Power_ _, Flight_ _, or Bucket_ _^ Depthr Boring number 3 Depth,Boring number 4 in feet Surface elevation 96.0 in feet Surface elevation 95.0 n —0 - Topsoil dark brown loam u • Topsoil dark brown 0 - 10"0-1*1 .Brown clay loam1 “Dark gray brown loam X 1* - 1*8"10" - 1*10"2II.IO"-mottlingi.g. - 2-2 -Brown sandy loam 1*10" - 2*4" Rusty olive brown clay loam 2* - 4*2" G 2 •4- - 2-8" 3 - 4 - 3 - 4 - Rusty gray brown loamy sand Rusty olive brown loam 2*8" - 4*10" 5 -5 -Rusty gray brown sandy loam w/2" layer of loam 4*2" - 6*4*10" - 6’6 -0 — 7 -7 -• 8 -8 - • 6'feet.End of boring at _ Standing water table: present at_ _ _ _ feet of depths hours after boring. Not present in hole_ _ _X_ _ _ _• 6*feet.End of boring at_ Standing water table: present at_ _ _ _ _ feet of depth» _ _ _ _ _ _ hours after boring. Not present in hole_ _ _ _X_ _ _ _ Mottled soil; Observed at_LLi^feet of depth. Not present in hole. Comments: Mottled soil: Observed at 2~1/2'feet of depth. Not present in hole_ _ _ _ _ _ _ _ _• Comments: CERTIFICATION # 00627 Logs of Soil Borings Location or Project Dave Jellison. Loti.Blk,l,Painters Wood3» Orono Borings made by S»P Testing, Inc. Steve Schirmers_ _ _ Date 8-2-90 Classifiction System; AASHO_ _; USDA-SCS X ; Unified_ _ _; Other_ Auger used (check two); Hand X , or Power_ _ _ , Flight , or Bucket Depth,Boring number 1 Depth,Boring number 2 in feet Surface elevation 93.0 in feet Surface elevation 95.0 ft ..ft ..Topsoil dark brown loam 0-6" u — Topsoil dark brown loam Brown clay loam 0 - 10" 1 -1 -Brown clay loam 6" - 1-1/2'-MOTTLING 10" - 1-1/2'-MOTTLING 2 - Rusty olive brown clay 1-1/2' - 2'2"2 -Rusty olive brown clay loam strong •3 -Rusty olive brown 3 -1-1/2' - 3'2" loam 4 - 2'2" - 4-1/2' 4 -Rusty olive brown loam 5 - Rusty olive brown sandy loam 5 - 4-1/2' - 5-1/2' 6 - Rusty olive gray loam 5-1/2' - 6'6 •3'2" - 6' 7 -7 -• 8 -8 - \ • End of boring at feet.End of boring at.6*feet. Standing water table: present at_ _ _ _ _ feet of depth. Standing water table: present at_ _ _ _ _ feet of depth. _ _ _ _ _ _ hours after boring. Not present in hole X_ _ _ _ _ _ _ _ _ _ hours after boring Not present in hole_ _ _*_ _ _ Mottled soil: Observed at_of depth. Not present in hole__ _ _ _ _ _ _ _. Comments: Mottled soil: Observed at 1-1/2' ' i feet of depth. Not present in hole. Comments; CERTIFICATION # 00627 Locs of Soil 3ori!;as Location or Project t.om . ri ^ . i. Painters Woods.Orono Do rings made by S-P Testing, Inc. Steve Schirmers_ _ _ Date 8-20-90 Classifictlon System: AASHO__; USDA-SCSJC_; Unified_ _ _; Other_ Auger used (check two): HandJC_, or Power_ _, Flight_ _or Bucket Depth#Borina number 5 Depth#Borina number 6 in feet Surface elevation in feet 94 9Surface elevation Ap - Topsoil dark brown 0 - 10" 0 — Topsoil dark brown 0 -10- 1 -Brown clay loam 10" - 1-1/2'-MOTTLING 1 -Brown clay loam 10" - l*8"-MOTTLING 2 -Rusty olive brown clay loam 1-1/2* - 3* •2 -Rusty olive brown 1'8" - 2’4" 3 - * Rusty 3. . 3.4. i‘-Rusty olive brown loam 4 - Rusty olive brown loam 5 -•5 - 6 - ' 7 - 3*4" - 6* .g -2*4" - 6* • W 7 - 8 - • 8 - • End of boring at 6* feet. Standing water table: present at feet of depth# ______ hours after boring. Not present in hole X_ _ _ _. End of boring at_ _ _6_|_ _ _ feet. Standing water table: present at_ _ _ _ _ feet of depth# _ _ _ _ _ _ hours after boring. Not present in hole X « Mottled soil: Observed feet of depth. Not present in hole • :_ _ _ _ _. Comments: Mottled soil: Observed at 1'8"feet of depth. Not present in hole_ Comments: CERT.#00627 PERCOLATION TEST DATA SHEET Percolation test readings made by----S-P. Testing^—InCj-------on —§^£ip£0_staiting at—Ll _ p.m. Test hole location number. Depth of hole bottom_lii —inches. Diameter of hole,.,,. ^-------inches , Date hole was prepared.8-20-90 Soil data from test hole; Depth, inches 0-6" Soil texture Topsoil dark brown loam 6" - 12 Brown clay loam Method of scratching sidewall Knife Depth of gravel in bottom of holeL Jnches Date and hour of initial water filling ^ ^pdi^ofmuial water filling.Jnches above hole bottom Method used to mainuin at least 12 inches of water depth in hole for at least 4 hours.Automatic siphon , Maximum water depth above hole bottom during test Jnches Time Time interval, minutes Measurement, inches Drop in water level, inches Percolation rate. minutes per inch Remarks 8:20 prefill 8:30 9:00 4-1/4 7.1 30 min 9:11 9:41 3-15/16 7. 9:42 10:12 3-13/16 7.9 Percolation rate 7.5 jninutes per inch. CERT.#00627 PERCOLATION TEST DATA SHEET Percolation test readings made by ___S-P Testing. Inc. nn8-21«-90 starting at 8 ; 31 T«holePainters Woodg„,.___2_ Depth of hole bottom ___12 _____inches,.Oiameter of hole _____§_inches .. Date hole was prepared.8-20-90 Soil dau from test hole: Depth, inches 0 - 10" Soil texture Topsoil dark brown loam 10" - 12 Brown clay loam Method of scratching sidewall Knife Depth of gravel in bottom of hole Jnches 8-20-90 10;30am 12 Date and hour of initial water filling___________ Depth of initial water filling__________inches above hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hours.Automatic siphon Maximum water depth above hole bottom during tesL Jnches Time Water rema .ning in tert hole 8:31 9:10 9:43 Time interval, minutes 9:01 9:40 10:13 Measurement, inches Drop in water level, inches 1-1/4 Percolation rate, minutes per inch 24.0 Remarks 30 mih Percolation rale »__—.1.9-----minutes per inch. CERT.#00627 PERCOLATION TEST DATA SHEET S-P Testing, Inc.Percolation test readings made by. Test hole in..tinn Lotl, bllc. 1, Palntcrs Woo<Mt,u number. 12 . . ... 6 nn 8~21"90 starting; rtei 8:32 Date hole was prepare(L_§z22z22. Depth of hole bottom— Soil data from test hole: Depth, inches O - 12" inches. Diameter of hole inches Soil texture Topsoil dark brown loam Method of scratching sidewall----- Depth of gravel in bottom of hole inches 8-20-90 10:30am 12 Date and hour of initial water filling___________ Depth of initial water filling----------------inches above hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hours—Automatic sjpho.ii------ Maximum water depth above hole bottom during tesL inches Time Time interval, minutes Measurement, inches Drop in water level, inches Percolation rate, minutes per inch Remarks 8:20 prefill 8:32 9:09 9:02 9:39 3-i:i.‘:6 3-11/16 7.6 8.1 30 mih 9:44 10:14 3-5/8 8.3 Percolation rale 8.0 minutes per inch. CERT.#00627 PERCOLATION TEST DATA SHEET Pcrculuiiun test readings made by----S-P., Testlnq./—Inc,:-------on ——starting at—LlU._ jniTr T«hole ^>Painters Woo .^„„Date hole was prepared8-20-90 Depth of hole bonom.Jnches, Diameter of hole.Jnches Soil data from test hole: Depth, inches 0 - 10" 10" - 12^ Soil texture Topsoil dark brown loam Brown clay loam Method of scratching sidewall----- Depih of gravel in bottom of holeDepth of gravel in bottom of hole ---------------inches Date and hour of initial water filling.^_^ ^ 3lScp^ of initial water filling inches above hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hours —Automatic siphon ^ 6 _______________________________________ Maximum water depth above hole bottom during test--------Jnches Time • Water rema Time interval, minutes 8s33 ning in tesit hole 9:03 Measurement, inches Drop in water level, inches 1-5/8 Percolation rate, minutes per inch 18.5 Remarks 30 min 9:08 9:38 1-9/16 19.2 9:45 10:15 1-9/16 19.2 Percolation rate »----LLl2----minutes per inch. CERT.#00627 PERCOLATION TEST DATA SHEET Percolation test reau.. gs made by-----S -P _Test j.—InCj------on——starting at — Test hole i—Loti >Blk.lr Painters Wooc^,^ number------1-------- Date hole was prepared—?Zi2Zi2. Depth of hole bottom——12—inches, Diameter of hole____§-------inches Soil data from test hole: Depth, inches 0 - 10" Soil texture Topsoil dark brown loam I 10" - 12 Brown clay loam Method of scratching sidewall Knife Depth of gravel in bottom of hole.Jnches 8-20-90 10;30am Date and hour of initial water filling ------ Depth of initial water filling.. ;nches above hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hours.Automatic siphon Maximum water depth above hole bottom during tesL Jnches Time Time interval. minutes Measurement, inches Drop in water level, inches Percolation rate. minutes per inch P.emarks 8:20 prefill 6 8:34 9:04 n 5-1/2 5.5 30 min 9:07 9:37 n 5-5/16 5.7 It If 9:46 10:16 n 5 6.0 n n Percolation rate 5.7 jninutes per inch. CERT.#00627 PERCOLATION TEST DATA SHEET Percolation test readings made hy S-P Testing, IMc. nn_ 8-21-90 starting at 8 ; 3 5 Tes.hole.o.«inn Lotl,Blk.l,Painters Woo,^„,.6 ^8-20-90 Depth of hole bottom. Soil data from test hole; Depth, inches 0 - 10" 10" - X2 Jnches, Diameter of hole.Jnches Soil texture Topsoil dark brown loam Brown clay loam Method of scratching sidewalL Depth of gravel in bottom of hole. Knife Jnches Date and hour of initial water filling.ipth oPmiMal water filling.Jnches above hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hnura Automatic siphon Maximum water depth above hole bottom during tesL Jnches Time Time interval, minutes Measurement. inches Drop in water level, inches Percolation rate, minutes per inch Remarks n ^ net ^ n l*ia«hr»l o • Q«n*;a 1 -1 1 /1 <;1 7 - n \ 7 n fifi n t. n A Q-'m ft n If If n A7 1 n -1 7 n If n *ff ft Percolation rate 17.8 jninutes per inch. -i.; - ^M± • SKEKSSE? ssiii '3S~x^ =ss£~» /37 lK««4a-NPTrf|,ch.,^“‘KMsassi ........... SKr;“t^?Sr,a^^ s-~'" “ ■-'-= rS5SsSB^;Sf ?“«■».. K.?« «« recon Lify*.3>>53ft-.Thg^Punin. ••'• •'ir'l discha,*,. ap •«ON2epuw -T--—______»»«» l«l »>i«s *Sg.a fm HMvr oimj a*'d stain^S/'*, ‘''*®‘ *'™n« ^-'-".a, li^NKS"S,“ ^®- 3P54S_Hr *^“">P bi.k»«5r*iu ..........fer™- sE"r“'' [*«»«• PUM, 31*5443I*mJ 3P54C31*0.19 A I I ------* P»« Im 3PS4S ^‘7?6« ^'.750 iii3 “^t>C Wl. 0.; .: ^ ■'