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HomeMy WebLinkAbout2003-10-31 - 11 Natures Way - Septic As BuiltNOTES: FDEPTH ERCOLATION TEST: 12 � OF PERC HOLE 23 INCH1. THE BUILDING LOT SHALL BE LOAMED, SEEDED, AND MULCHEDWITH STRAW PRIOR TO ISSUANCE OF C.O. (IF THE SEASON DOES READING CALC. RATE NOT PERMIT SEEDING, THEN THE LOT MUST BE STABILIZED WITH STRAW OR EROSION CONTROL NETTING TO PREVENT WINTER AND (MINUTES) (INCHES) (MIN/INCH) SPRING EROSION.). PROPERLY INSTALLED EROSION AND SEDIMENT °°°°°D - CONTROLS MUST BE IN PLACE TO CONTROL ANY EROSION AND 13 4:20 9.5 SEDIMENTATION PROBLEMS. THE BUILDER/OWNER IS RESPONSIBLE °°°p°° 6" CT D.O.T. 2' STONE TO BE PLACED FOR ALL STABILIZATION REQUIREMENTS. 030303 g ° a OVER FILTER FABRIC MATERIAL 4; 26 10.75 4.8 00 °°°°°° 2. ROOF LEADERS TO DISCHARGE TO SPLASH PADS. N 0310303 ° ° 4: 30 11.25 8.0 C1 3 °°° O° 4:36 12.0 8•0 3. ALL ROADWAY UTILITIES ARE TO BE INSTALLED IN COMPLIANCE O1 a O° °°° °° WITH THE APPROVED "VINTAGE HILLS" SUBDIVISION PLANS. °°° °°° 4:41 12.5 10.0 EDGE OF' PAVEMENT 4. FINISHED GRADING AROUND THE HOUSE SHALL ALLOW A 3 INCH THRU STREET 4:45 12.75 20.0 DROP IN GRADE AT A DISTANCE OF 6 FEET FROM THE FOUNDATION AS SPECIFIED IN THE STATE OF CONNECTICUT BASIC BUILDING CODE. ANTI --TRACKING APRON 4:50 13.25 10.0 N.T.S. 5. PARCEL ZONED RURAL RESIDENTIAL RR. 4:55 13.25 20.0 6. HOUSE SEWER TO BE 4" I.D. EXTRA HEAVY CAST IRON HUBLESS PIPE 5: 00 14.0 10.0 ASTM A-888, OR APPROVED EQUAL AS SPECIFIED IN TABLE 2 OF THE 5:05 14.25 20.0 CONNECTICUT PUBLIC HEALTH CODE, LAID AT A MINIMUM SLOPE OF 1/4" PER LINEAR FOOT. 7. TOPSOIL TO BE STRIPPED OFF PRIOR TO FILLING. FILL MATERIAL, 5:10 14.5 20.0 IF REQUIRED, TO BE PERVIOUS, GOOD QUALITY AND CLEAN 5:35 16.0 16.67 FINE SAND WITH LESS THAN 5% FINES, PLACED AND COMPACTED IN 6" LIFTS TO 90% DENSITY. FILL MATERIAL TO BE PLACED PRIOR TO 5:40 16.25 20.0 TRENCH EXCAVATION. NO TRAFFIC OTHER THAN TRACK DRIVEN EQUIPMENT IS TO CROSS, DUMP, UNLOAD OR OTHERWISE COMPACT THE FILL AREA AFTER TOPSOIL REMOVAL UNTIL 12" OF FILL. MATERIAL TO BE DUMPED AT THE EDGE OF THE STRIPPED AREA AND SPREAD AND COMPACTED WITH TRACK DRIVEN VEHICLES. SELECT FILL TO MEET TECHNICAL STANDARDS OF THE STATE PUBLIC HEALTH CODE. (SEE SEPARATE SELECT FILL GRADATION CRITERIA) ' r �6' 8. SYSTEM AREA TO BE LOAMED, SEEDED, AND GRADED it eF c Min,/ } TO SHED SURFACE RUNOFF AWAY FROM SYSTEM. 12 9. IT IS RECOMMENDED THAT THE HEALTH DEPARTMENT BE CONTACTED \\/ oo° ° ,�\2/1 BEFORE ANY SITEWORK IS PERFORMED 10. SOIL TESTING DONE BY DESIGN PROFESSIONALS, INC. \\\\\�\\ P.V.C. RF❑RA \\\\= J" Broken Stone HE HEALTH DEPARTMENT, THE DESIGN ENGINEER %\\\\�- �-\ 48"��� or Scre--ned 11. AS REQUIRED IS T Gravel SHALL SUPERVISE STAKING OF THE SEPTIC TO ASSURE CONFORMANCE �%\\�i TO THE PLAN AND ALL REQUIREMENTS OF THE PUBLIC HEALTH \�\ CODE OF THE STATE OF CONNECTICUT. 18" rein, 12. ALL CONSTRUCTION IS TO BE IN ACCORDANCE WITH THE STATE OF CONNECTICUT DEPARTMENT V GROUND WATER OF HEALTH CODE. ❑R MOTTLING 13. NO STORMWATER, GROUND WATER, COOLING WATER, OR MATERIALS CLASSIFIED AS HAZARDOUS '( ARE TO BE DISCHARGED TO THE SEPTIC SYSTEM. 48' min, 14. IF SOIL CONDITIONS ARE ENCOUNTERED THAT ARE DIFFERENT THAN AS DEPICTED ANDTHELEDGE PLAN, THE INSTALLER SHALL STOP WORK AND NOTIFY DESIGN ENGINEER IMMEDIATELY. 15. ALL DISTURBED AREAS ARE TO BE LOAMED AND SEEDED OR PROTECTED BY SILT FENCE TYPICAL 4' WIDE LEACHING TRENCH AS SOON AS POSSIBLE. NOT TO SCALE 16. ALL GRADING IN THE AREA OF THE PROPOSED SYSTEM SHALL BE DONE TO DIRECT SURFACE RUNOFF AWAY FROM THE SEPTIC SYSTEM. PERMITTED ON THE FILL AREA AFTER THE FIRST 12" OF FILL HAVE I- 0.5' Min. Filter Fabric 1' Broken Stone or Screened Z=7: R GAS DEFLECTOR Gravel 3. ATTACH FILTER FABRIC TOCT FILTER THE WIRE FENCING AND EXTENDL. FABRIC IT TO THE TRENCH 2/3 REQUIRED CAPACITY IN 1/3 REIN SEC FIRST COMPARTMENT COMPARTMENTED 71i min. � 6'_Mi 6' Min, BACCOMPAC-- V GROUND WATER 4'-0' rein, LENGTH NOT GREATER THAW 4 TUNES WDTH ORDEPTH --' LEDGE TWO COMPARTMENT SEPTIC TANK CONSTRUCTION OF `;YNTHETIC FILTER BARRIER NOT TO SCALE TYPICAL LEACHING GALLERY CONSTRUCTION NOT TO SCALE 1500 GALLON Lot N13 ANTIaTRACK PAD ® SEPTIC TANK °\ \ Lot INV IN :318.05 \ I I I r \6"N2 TONE OV�R FILTER I I I FABRI - �� \ INV ( UT):317.80 ECB 1 \ o » \ � i__ -- -- y i 42 F --I 1 �' 64 LF N 12" TF. 331. 4 2 / i \ \N 8 7 \\ - - +^ LLER!ES INV(6"E)� 328.65 / I - _ _ B�. TT --�--..: � �.. 1�1 \ / BOTTOM: 315.71 26 INV(15"/W): 327.7� 31. '! "" .LLB r- 35 FN4 PV 318 / INV: 316 . L TOP: 31671 INV(15%'N)•/327. 8 � 326 3 \ � S�q.66% I / � /I � � \\ fig, � �� r �+ I GRADE: 317.21 (m in. ) 2 �CB FPROP. D-BOX 31.42 \ � INV (IN):316.87TF: TP2 5 P 2 WINV(15)�28.00 INV (OUT): 316.70 EXISTING OVERFLOW: 317.20 UND4RDOAIN w I I QO X : , I ' ��p ` 3�4 >,� /�s 4 LF EACH 3+ N 12" X 48» I r N I i 1 Q� cn , ti S ONE TRENCH 1 1 \BO C\TOM: 316.20 I S \ Q ; , I'NV: 16.70 W _ X 1 \ Q4 IN :�, \ G, - - - POP: 17.20 c ' \ �� S Q��' ' \ �� x \S I GRAD : 317.90(min.) \ L=119.41 i \ 150. \� S \ \ Tan =104. 0 / `�'�' �'3 TP \ I I r, I Rolf. D-BOX \ / •1 4.p \ 18 S VC I + ' TP1 i I INV I(IN):316.43 �O � o p' 71. 8 12 LF- A=124 23 1 \ \J 9• 4\ 2 p0 3 \ 7S g8, S=10.5% I 1 + I I INV I(OUT): 316.26 / Cp \ Op 2. I LLs I I I + 41.80 \\\\ ° /�RO�?so, I I (nf / , I P/C_. - T 9L 4 2. STAPLE THE SILT I. SET POSTS AND FENCING TO THE AN400 EXCAVATE A 6"•6" JSC'ILNTG END OF THE POST MANHOLE EXTENDED TO GRADE 5'POST UPSLOPEEXCAVATE FROM POSTS, FE{REQUIRED IF FILL OVER TANK EXCEEDS 12') FOMANHOLES ANCL 95' INLET~- 0 OUTLET WITH FILTER) - o.I OUTLET BAFFLE INLET BAFFLE CONNECTION AT MID DEPTH 17. TRUCKS SHALL NOT BE TP - 225E BEEN PLACED AND COMPACTED. _ - C� \ 'O \ '7 > < I + THE Depth Description Not6 - N \ ,� `� ;0 0(I ni O FD SS N I w I I ;I II 18 LF 4" PVC 18. ALL FILL MATERIAL SHALL BE PLACED AND COMPACTED TO 90� DENSITY PRIOR TO P//(IV 4 0'-8' Topsoil (1'-2 Leaf Litter) \ 4 3> �/ A I , !� y EXCAVATION FOR THE TRENCHES. B INFORMATION LOCATION &ELEVATION) TO 8"-30" Reddish Brown Medium Sandy Loam \ \ �\ FF R y \ SO' �o I L I' 19. THE CONTRACTOR SHALL FURNISH SUFFICIENT INFO (� I C I T 328 1 ~ 'I I 11� I THE ENGINEER FOR THE PURPOSE OF CREATING AN AS -BUILT DRAWING FOR THE HEALTH 30"-46" Reddish Brown Sandy Loam Lot/�- 0� V 8 6 \ \ �� ��� o Q - -I- - -IJ I('� �-I- I ' DEPARTMENT. w/ Gray Mottles //�� tl) 46"-55" Somewhat Compact Yellowish I /Cq ' / ` 9.0(), `i's `3< IS 08,�- d E AREA OF THE SYSTEM, THE CONTRACTOR Sandy Loam / V 7 p 20. ONCE THE TOPSOIL HAS BEEN REMOVED FROM TH Brown Fine Sa y \ SHALL SCARIFY THE TOP 3 TO 4 INCHES OF THE ENTIRE AREA PRIOR TO PLACEMENT OF FILL. Moderate) Compact Glacial Till 10' CLB�P °� -- ' I� 42, �.33, 32� i,S o 2o1g I �(L( THE SOIL A DRY AND UNSATURATED. y I SCARIFICATION SHALL ONLY TAKE PLACE WHEN 30" 46 I 8 � t_V N T I SILT FENCE 2s I �, � I I I �O � THE BOTTOM OF THE TRENCHES SHALL BE ADJUSTED AS NEEDED TO MAINTAIN A MINIMUM OR EASEMENT I I ♦ \/ 21.K. DT Ledge: ND 1 S I ' 0 �'S ` a- I I OF 18" TO MOTTLING,BEAPPROVEDBY ENGINEER ANDNHEADLTHSDEPARTM�N�YSTEM ELEVATION I LLl I (TYP.) 1 LOCATION MUSTDT Water: ND I I TPI29 1 I! 22. THIS MAP IS DEPENDENT ON THE MAP REFERENCED HEREON. DT Mottling: 30 20' STREET TREE o0 r � , �^`�'3; � f P-12 � g I �, �64 LF 12" " \ .� i� � 8 0(� I T 2 2� p \ I I I� I I I � CONC. GALLERIES DT Roots: 48 EASEMENT IN FAVOR \ Io0F ♦ 1 �' I �� \ Rip I I I I �1 I 1 TP - 29A OF THE TOWN OF \ LC) �� BOTTOM: 315.71 �,� 1 c' 0, 2 p� \ 1 I I � I � I INV: 316.26 Depth Description Notes \ _t ;00 I I 3 \ k oX 0 0� O " SOUTH WINDSOR \ 0 100 I �� I \ 4 I I I \�\ I TOP:316.71 REFERENCE NOTE: FROM PLANS 0-6" Topsoil (1"-2" Leaf Litter) Restrictive at 20 N �ot \ v \ ` v\ �i. I I I BOUNDARY AND TOPOGRAPHIC INFORMATION TAKEN I GRADE: 317.21(min.) TITLED "VINTAGE HILLS", SOUTH WINDSOR, CONNECTICUT 6 -22 Reddish Brown Sandy Loam o ##5WV:I I EN rn r 7.001 1 PREPARED FOR JACQUES CONSTRUCTION, LLC, BY DESIGN PROFESSIONALS, 22"-70" Somewhat Compact Reddish Brown \ � TH RODE T � I I TP 1161 INC. DATED 12-03-01 REV. 7-16-02, SHEETS 8-11. �- , -- F 1 EN I I Fine Sandy Loam with Gray & 1 11 �s� TP - 223 Notes i 439 ' ■ �M, I` "6° _ \ Orange Mottles & Small Cobbles Depth Description ' \ .■. \ I I SELECT FILL: - - � DT Ledge: ND 0-5" Topsoil/Litter -+ I I 1. THE FILL SHALL NOT CONTAIN ANY MATERLAL LARGER THAN THREE (3) INCHES. ■00 Ac. 2�0 13' P TO 45% OF THE DRY WEIGHT of THE REPRESEWTATIVE SIWPLE MAY BE DT Water: ND 5"-56" Reddish Compact Gravelly Med Sand- _ - 1 I I ! 2. U PORTION OF THE SAMPLE) _ _ RETAINED ON THE H SIEVE (THIS IS THE GRAVEL OR DT Mottling: 22" 56"-6.5' Boney Compact Till 1 3. THE MATERIAL THAT PASSES THE 04 SIEVE IS THEN REWEIGHED AND THE SIEVE N 8 7, ° 14' 4 2 7 � E ANALYSIS RESTARTED. I - I ALL MEET THE FOLLOWING GRADATION CRITERIA: DT Roots: 22 DT Ledge: ND 4. THE REMAINING SAMPLE SMALL g I SIEVE SIZE: % PASSING: TP - 224 Notes DT Water: ND 100Depth Description DT Mottling: 16" #10 7010 - 1� so (SEE NOTE BELOW) 0-3" Topsoil/Litter DT Roots: 54" LEGEND ° 0 - 20 0 IRON PIN TO BE SET 00 o - 5 Y-21" Drk Red/Brn Loose Till SEPTIC SYSTEM DESIGN 0200 NOTE: PERCENT PASSING THE µo SIEVE CAN BE INCREASED TO 21"-41" Gravelly Med Sand TP - 29 TP - 161 - o MONUMENT TO BE SET NO GREATER THAN 75% IF THE PERCENT PASSING THE #100 SIEVE 41"-5.5' Compact Fine-Med Sand w/ Gravel Depth Description Notes Depth Description Notes NO. BEDROOMS = 5 - - - - - EXISTING CONTOUR VE DOES NOT EXCEED 10% AND THE /200 SIEDOES NOT EXCEED 5X 0- 3' Topsoil Restrictive @ 14" 4-3' Topsoil/Litter Topographical low spot N0. LARGE CAPACITY TUB/JACUZZI = 0 300PROPOSED CONTOUR THE RESPONSIBIUTY FOR THE PREPARATION OF A LEACHING AREA UTILIZING DT Ledge: ND 3"-14" Compact Sandy Loam 3'-20" Coarse Sand Mottling @ 28" faint orange in reddish sand 100 - 200 GAL. = 0 >900 GAL. = 0 x 287.3 PROPOSED SPOT GRADE 'SELECT MATERIAL" IS THAT OF THE LICENSED INSTALLER. THE INSTALLER SHALL TAKE THE NECESSARY STEPS TO PROTECT THE UNDERLYING NATURALLY OCCURRING eryompact Sandy DT Water: ND 14"-33" VCLoam 20'-5' Compact Medium Send Mottling @ 53 gray and distinct REQUIRED TANK CAPACITY = 1500 GAL SILT FENCE SOILS FROM OVERCOOPACTION AND SILTATION ONCE EXPOSED. DT Mottling: 21" PERC RATE = 10.1-20 MIN/IN 287.3 EXISTING SPOT GRADE DT Roots: 38" ;;"-8' Medium Sand DT Ledge: ND REQUIRED LEACHING AREA = 1050 SF -F- PROPOSED FND. DRAIN ♦-- 1c --;- " " DT Water. ND Note: Mottling bands @ 21 -23 & 41 -46 53USE SYSTEM WITH EFF. AREA = 5.9 SF/LF/3.OS.F./LF 6 PVC SDR-35 M, Cover DT Ledge: ND DT mottling: 28" & " S=0.5% MIN. Typical System '� Select Fill Mat. PROVIDE 2 SETS OF GALLERIES ©64 LF EACH DT Water: ND PROVIDE: 2 TRENCHES EACH © 64 LF EACH -G- PROPOSED GAS SERVICE '-5' .-- 5' Topof onkment TP - 225 DT Mottling: ND TOTAL LEACHING AREA PROVIDED = 1139 S.F. -w- PROPOSED WATER SERVICE embDepth Description Notes � SURFACE DRAINAGE Original Grade 0-5" Topsoil/Litter TP - 30 TP - 163 M.L.S.S. FLOW DIRECTION ' rk Red Brn Loose Till Depth Description Notes 5 -23" D / Depth Description Not._ �° Topsoil/Litter Original Grade l I 23"-50" Gravel) Med Sand y = 18" Minimum y 0-5" Topsoil �"-12" Brown Sand Loam HYDRAULIC FACTOR(HF�==34 APPLICANT: 4� Minimum 50"-69" Till 5"-26" Compact Coarse Sandy Loam 12"-24' Boney Compact Coarse Sarl� (DEPTH 18"-22"/SLOPE=6.1-8.0% Common FlII " Heavily Mottled Fine Sit Sand &Gravy 26"-7' Tight Medium Sandy Loam i4"-6' Till FLOW FACTOR (FF)=2.5 JACQUES CONSTRUCTION, LLC Maximums Groundwater (shall be select 69 -75 y y (5 BR) 67 RIDGE ROAD moterwl if designated 75"-7.5' Compact Fine Sdty Sand Ledgerock as reserve area) DT Ledge: ND OT Ledge: ND PERCOLATION FACTOR (PF =1.5 SOUTH WINDSOR, CT 06074 DT Ledge: ND DT Water: ND (PERC. RATE = 10.1-20 MIN/IN) DT Water: ND DT water: ND DT Mottling: 19' TEL (860) 432-1823 M.L.S.S. 23" DT Mottling: 23" =HF X FIT PF DT Mottling: MINIMUM SEPARATING DISTANCES ABOVE LEDGEROCK AND GROUNDWATER = 42 X 2.5 X 1.5 = 127.5 LF AND EXTENT OF F1LL DT Roots: 23 N.T.S. � Tel. 860.291,8755 �nnnnO�11(�nj,T(�(�p� PREPARED FOR: SH u x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS THtg SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE w1TN SECTIONS 20-300b-1 THRU 20-3001 Fox 860.291 •8757 ll1NV((JJUU''LLRNI VV l��r--UU11""//lllJlLs�����ll OSE ARE BASED I N AVILITI = OF THE REGULATIONS OF CONNE:TICUT STATE AGENCIES - -STANDARDS FOR SURVEYS AND MAPS IN THE i ■ n /� �n D n r1 �n V.�1VTA GE HILLS ESTA TES', LL LOCATIONS AS `SH STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS. INC. THIS GRAPHIC SCALE esign L���W��®t1V p�QllV SSA ,, AND VERTICAL ACCURACY CLASS T-2- 20 0 10 ■ ■ INFORMATION. AILL EXISTING UTILITIES SHOULD SURVEY CONFORMS TO HORIZONTAL ACCURACY CLA - BE FIELD VERIFIIED PRIOR TO CONSTRUCTION. r o f e s s I o n s, i n e■ ARE TO BE STAKED IN THE FIELD TO THE BEST OF MY KNOWLEDGE AND BELIEF. THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. DESIGN.- JAS DRAPft RAM JA CHECKED: GBS LOT *5 - RR NA°�t�,7RTS WADY 2. ALL UTILITIES ( IN FEET ) BY A LICENSED LAND SURVEYOR PRIOR TO civil engineers planners surveyors 1 inch = 20 ft_ � landscape architects gis gps JOB NO.: 1430 DATE.• 10/31/03 HI CONSTRUCTION. 12882 S®lUT WUND3034 CONMCTUCUT 3. THIS PLAN IS INVALID UNLESS IT BEARS THE LLC. No. 165 Soutr Sctellite Road, South Windsor, Connecticut 06074 DRAWING NO.: /OGS 1430 1Ot 1cn? 1430-5 p IMPRESSION SEAL AND ORIGINAL SIGNATURE DESCRIPTION BY = ARD MARTEL OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. 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SEPnc TANK END STONE TRENCHTOPTANK:322‘37 TOP PIPE:316.90 Lot #4 \Lot #3\\.L»\\ \ INV(6 TF;33”1.42; E);328.65 ’ /I " INV(15")N)3’27 73 vNv(I1/5",jr)/f’327:78 ’ EXIST NG/ UND DRAIN o IlII\\\\ \\L=119.41\\Ton=104.\I\,0:124'23’\\I \.I \\ \*\\\N87'1\23¢.351 4's 4x2nE ’\\3e _‘_\\ \\ x \ i \ I\M71k\I \Wxt’?”"I nEJznIu D . ‘ ‘v; \ ‘ ’l " 0 r _--.1 u i \|O i \I ¢l \§i t i ii g i \‘.\é l ‘1‘§‘I \"I II'\I II‘\I IIL‘ r _-.I IIII___.63 I ‘ I i I ’ ’ $g£22rféR$¢aL§ig IllU<B.m\\ZIIH\‘I D.‘I O'I l In \ \ Lot #6 10'CL&P ,EASEMENT ‘II,Lu 20'SWEET TREE ‘00 EASEMENT IN FAVOR ‘f" OF THE TOWN OF \m‘\¢SOUTH WINDSOR =1 \'NM-,\OI(f) I MAP REFRENCE:i iSUBDIVISONPLAN.TOPOCRAPHIC PLAN.PROPERTY wRVEY/RESURVEY PREPARED \FOR:vINTAcE Hn.Ls.BARBER Hlu.ROAD SOUTH IMNDSOR.OONNECTTCUT SHEET 11 OF 21.SCALE 1'-40'BY DAW12-05-01 REVISE‘7/16/02 BY DESIGN I PROFESSIONALS,INC.I I THIS SURVEY HAS BEEN PREPARED IN ACCORDANCE wITH SECTIONS 20—300b—1 THROUGH 20—300b—2O IOFTHEREGULATIONSOFCONNECTICUTSTATEAGENCIES—"STANDARDS FOR SURVEYS AND MAPS IN THE iSTATEOFCONNECTICUT"As ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS,INC. THIS SURVEY CONFORMS To HORIZONTAL ACCURACY CLASS A—2.I I To THE BEST OF MY KNOWLEDGE AND BELIEF,THIS MAP IS SUBSTANTTALLY CORRECT AS NOTED HEREON. W 12882 RICHAR fRTEI LIC.No‘ I I I ”I?a,‘I § \<( ww $9lw I \ I 0*#5TIIT43,i s i ‘1 Ioq Acn—I I /I I - I - / PgOL / \ \\\ \\\ Jey\\\ QKV SOY.,' ~k————‘\‘—‘(‘-*—f\wIF-\\\\x \N)NiI'\,260.1\ 7"3‘,\ n \ V\"\N:I " /_ I 79H i I;H ' I I 'g I.I "P‘_ I 11%I "‘4ii‘g ,'I I ‘§,‘/E‘I&‘" i ‘I |' ‘I I I I " I' ,I 'I N .I l I I‘D 1 I .I f,I 'I ' ,.I p I'0 D-BOX— TOP D B ox-317 26‘gé ... 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