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HomeMy WebLinkAboutSEP2012-00020 - 04 DESIGN SAND FILL NOTE: BASED ON ADDIT70NAL INFORMATION AND GUIDANCE IN THE RECOMMENDED STANDARDS AND GUIDANCE FOR SAND ��PO ED SIGH LINED TRENCH SYSTEMS, WASHINGTON STATE DEPARTMENT OF HEALTH, 12/31/98, UNIFORM DENSITY OF THE SANG ! C15� i0C1 LINING SHALL BE ACCOMPLISHED ONE OF THE FOLLOWING WAYS, DEPENDING ON THE MOISTURE CONTENT OF THE f r SAND FILL DURING CONSTRUCTION. IF THE SAND FILL IS SO DRY THAT IT CAN BE POURED (LIKE SALT OR SAND IN AN HOURGLASS), IT CAN SIMPLY BE POURED TO FILL THE LATERAL TRENCH OR SAND FILTER EXCAVATION, THEN SETTLED LIGHTLY (NOT COMPACTED) TO ALLOW ABOUT 5X SETTLING —LE, VOLUME REDUCTION. HOWEVER, IF THE 'ate SAND FILL IS MOIST ENOUGH THAT IT CANNOT BE POURED, IT SHOULD BE PLACED IN SUCCESSIVE 6—INCH LIFTS WLTH EACH LIFT LIGHTLY SETTLED. THE INTENT OF THE SETTLING IN BOTH CASES IS TO MINIMIZE LARGE VOIDS IN THE MEDIA THAT WILL COLLAPSE LATER WHEN EFFLUENT IS ADDED. THE LIGHT SETTLING MAY BE ACCOMPLISHED BY WALKING ON THE SAND, THEN RAKING (WITH HAND TOOLS) INTO THE CORNERS, ALONG THE SIDES, AND AROUND MONITOR PORTS. THE FINAL BULK DENSITY SHOULD BE APPROXIMATELY 81.2 TO 8Z4 LB/FT3. HIGHER •.:*VIDE 6"MINIMUM OF COVER. IF DENSITIES WILL REDUCE INFILTRATION RATES AND OXYGEN EXCHANGE POTENTIAL A THIRD OPTION WOULD BE TO FI EgU/REO, SLOPES SIDES AND SETTLE THE SAND FILL BY FLOODING WITH WATER (IN 12" MAXIMUM LIFTS OF SAND). CARE MUST BE TAKEN NDS OF FILL AS SHOWN. PVC Eli, - SIZE AS RISER f1N1 GRADE 6:r ■� 6.•1 DURING FLOODING WITH WATER TD AVOID WASHING TRENCH SIDEWALL MATERIAL INTO THE SAND LINING. PVC [A L WITH BUSH/N� 0 S/Z£OF _ _ I = - _ 'z-- LATERAL. /=IIc 4 INSTALL ORBIT VALVE BOX • " -VC / '' • TO ACCESS VALVE /4 OGATUR REBAR AS SHOWN IN MONITORING/ ' 4 LOCATOR REBAR 3"BELOW k • PORT DETAIL GRADE. 1 25" BELOW GRADE PVC LATERAL 1"MINIMUM CLEAR r �' 1.25" SCH. 40 PVC SCH. • . OF LAIERAL�I)�'. EOSIZE AS MANIFOLD WITH PVC RISER BUSHING TO SIZE OF RISER. 4 1.25" • . 40 PVC MANIFOLD PVC TEE 1. CH. 40 PVC RISER SAME SIZE AS IFOLD WITH BUSHING TO SIZ • RISER. off. WIDE PVC ELL SAM AS RISER KITH BUSHING TO •F SEE DRAINROCK OBSERVATION PORT T______, LATERAL. DETAIL (TYPICAL, ALL LATERAL ENDS). SEE MONITORING/CLEANOUT PORT ( 5.0 FOOT DESIGN DETAIL (TYPICAL, ALL LATERAL ENDS). •-----------SPRAY Hf/GHT, TYP I 24'-0" SAND-UNING OBSERVATION PORT. CONSTRUCT IN SIMILAR MANNER AS DRAINROCK I FINISHED GRADE ((T OBSERVATION MID-POINT ALONG EXCEPT OF EACH LATERALBE)WOR HALFLATERAL BETWEEN ' LATERALS IN A BED (FOR BEDS INSTALL TWO PORTS - ONE EACH AT 10 FEET FROM t EACH END OF THE BED). lk IIIEIll ni_I11 III. ill= 11=111=11 =111=111=111=-111=111- _ _ _ um - - -III—Ill-M-Iii-11-m-1117-111-nr-�rrr-HT-m-ter-III-lIr-ill-� Flu= =111= 1.00" SCH. 40 PVC LATERAL `� - !�/4 LOCATOR REBAR n . n n n [S ' 3"BELOW GRADE. I I II • '.' •}•: o /1.50`SCH. 40 :.. « PVC MANIFOLD 11 ' PIPE WITH PVC ft-9R-TEE AS REQUIRED (SAME SIZE AS M *` MANIFOLD 6R-6W -E9ER-PIPE 11 . ' .'•` _ • •. 24"OF ASTM C33 SAND-L/NING t .. WITH BUSHING TO SIZE OF .'aSO aoo6°""°ocQbo6 ao°ooaoaowpao .-papp pp o.ofa °'o a••.. `.. .. , a o o a°o a a ooa°•°o°0000,00000•aao°o° p o o 0 0 0 o a 0 0 0 0 0°0°o a o°o°o o o•o o o apo o po op o a aa•- o`a a - LATERAL). °o 0 0 o a o o° a°o ,a o •,a o a a o w°aow°e° o 0 0 0 0 0 o p °w o a o 0 o O a°a°w°a°aaeaaea0 0 o p o:o o a o o a o o a o o p o o•oow°o°°oo°O°a' ° .:tii:O"a`o'::0 • a :°:°O • o ° °:• :•o o. • o o w o o w o a o o a a o o° a o, a o w o o a a o a 0 0 0 0 0°o a o 0 0 o a a°a a e a o 0 0 a w o°o°a°ooa°w°0oo°0°0°0°0°0°°00°o°0oa°woo°o°0°0°o°o°a°°°°:°:o°a°°o2.2.4:0200oa°OeO a a°a°a°a°a°a°a°a°a°a°a°a°a°O°a°a°O°aow°o°a°°°°4 O'a'w'O°a'o'. °e o aw o o a o w a o a a o 0 0 o a o w 0 o a a o w w a,°,°°aeo,°,o,°,a�o�oao,°,o,°,osa,°,asorw°„o°�aa,°,_a°^o_°a,°,_o,°,o,°�a�000°a,°mono°a®°�o�a,°,.0°oa. _aa°° °sa°,,o,°,0�0�0,°,0,°,a°,°,°,o,°,o�°,°,o,°,°�o,°,00a,°.a,°,0ao°w,°,°n°nwa °°°°a°a°a°w°:oo°o°a°:°o°:°o- °:0000°:°:ao°:°o°o°o°:°0000:op°. 111E 111E111 II=111=111= -III-III=111=11 111—111—111—111—111-111-111—III—III—III—III—III-III-111—III—III—III=III=III=III-III—111—111-I11—111- H-111-111-111-111-111- 111-111-111-111-111-1.11- 6" OF WASHED 1/2 ORIFICE 1/8_ DIAMETER ORIFICES, TYPICAL, PLACE ALL ORIFICES IN PEA GRAVEL SPACING ORIFICE SPACING TOP OF LATERAL PIPE. IN GRAVEL FILLED TRENCHES INSTALL ,I/1Z� ORENCO SYSTEMS, INC. ORIFICE SHIELDS OVER EACH ORIFICE. 1` ` 14-3/8" 28-13/16" O.C. (2.40') `,,tip (1.20') (1 o ORIFICES) *SEE TYPICAL BED SECTION A—A ,1�1! $4 TYPICAL BED SECTIONS B-B ��,, {:,f -��. �-f - fb `�11,�MICHAEL.100110 S. DEENEY : a6 I • XREF.' LATBS2.DWG, MANIFLD2.DWGpg 0018/12 February 20, 2012 4:57:25 p.m. Drawing: DTUATBB.DWG.DWG © CREATIVE DESIGN SOLUTIONS 2012 TYPICAL BED SECTION B-B -� CREATIVE DESIGN SOLUTIONS REVISION DATE SAND-LINED END MANIFOLD ®� DRAWN BY: MICHAEL S DEENEY '` Septic System Designs, Permits, & inspections SHEET 8 OF 9 DATE: 2/21/12 FOR: -LINE DEDERER P.O. BOX 2787, PORT ANGELES,WASHINGTON 88362 9(27-1E) am (800) 395-7296, (360) 457-6353, EMAIL: MIKE @CDS4YOU.COM VALVE BOX l FINISHED GRADE 10"-0" n, 13" L 1'-3" L 2'-6" 2'-6" 2-6" 1•-3" — 4"t 1, ®r_l�'v ,-c Dis,DOS 11 111=III=III=III 11= _ =III=III=III=III=III SANDY LOAM BACKFILL. , 1or C'' CREATE LIFT-OUT HANDLE 1/2" COARSER BACKRLL --,1°0 o 2 3/4" PVC TEE. FINISHED GRADE MAY BE USED BELOW �Yk' REMOVABLE PVC CAP THE TOP 4" Date BACKRLL WITH _ _ — PVC PLUG SAW CUT BOTH SIDES OF 2" CROWN = I= _ =III= I 1=1 I I_III III 4" PVC TO DEPTH OF CAP.— .��111 4 OZ./SO. YD. — 2 — _ —III= SPUN- BOUND j ORDRILL DS SUCHCTHAT ORIFICE SPRAY �-(USE 8"AS NEEDED) PORT NYLON RLTER FABRIC I I GOES STRAIGHT UP AND DOES NOT HIT PVC LATERALS 9R-+ (LANDSCAPE FABRIC). = S10EWALLS OF THE OBSERVATION PORT FOLD SLOT PVC LATERAL OR 4" PERT AS :rccIrICO. TABS OUT PERF AS SPECIFIED 12" NP• II PRIOR TO REACHING MAXIMUM HEIGHT. •O 1 io q.� 8" + PIPE • G Q'O — ebo o8 'kDRA/NROCK 1 O.D. "'o —DRA/N ROCK III * III ° ro = .•. '.:a: —� 6" Tom• o�° — e o p •e SLOT PVC OBSERVA710N PORT• _ _ •. �--�— ■ a /�'\AROUND LATERAL, EXTEND PORT 2 ' ••:020.1 0.0 o-00:0 TO BOTTOM OF TRENCH, KEEP I .'.. .L n•o•o•"o°o DRAINROCK OUT OF PORT.on �c O = :. °'o� III o ,� _ :..•.'... : ;..: T. *SEE GENERAL CONSTRUCTION NOTES z '!I I I DRAINROCK OBSERVATION °aa°o°°e°°e°°s°°aa°°o°°°O°e°°n°°°°°o°°a°a°°o°a°°°o°°e°°O°O°O°O°O°°°Q°°°°°°°°°°°a°o°°°a°a°°°o°e°a°o°e°a°°°a°o°s°6°a°o°a°e°a•°°s°a° — o 0 0 o°a o°oeoe°aaaa°aaaaoaaaa°a°e°a°o°e°a°a°°°o°s°o°o°a°a°o°e°oos°°°o°o°a°°°e°o°e°oa°o°°s°o'e°Pe°°o°°Qe°°o°e°°°°e°°e°e°e°°o°°a o°°e° Lutulux ■ a a�osaaa_o�aaesaosomeea�e �a�osn�o. eQ�°ae�oaalaiow�o eea:e aio�o ° aeAO.�ebo�a=oea ae�eso e�aeo_a�oAa_e�o�e�a�o�o PORT DETAIL INSTALL WASHED PEA GRAVEL. 111-111-111-111=11I—Ill=III—III—III=III=III—III—°III=Ill=Ill III—III—III— No SCALE SEE TYPICAL TRENCH SECTION B-B FOR REQUIRED DEPTH. ASTM C33 *SEE TYPICAL BED SEC77ON B—B (PRESSURE SYSTEMS ONLY) AND GENERAL ORBIT UNDERGROUND 10" PLASTIC VALVE BOX (MODEL X53024, CONSTRUCTION NOTES 10" DM. TOP, 10.25" TALL) OR EQUIVALENT WITH TWIST LOCKING 7-� p RNISHED GRADE 1/2"� COVER AND SUFFICIENT OPENING TO EASILY REMOVE PVC CAP. TYPICAL BED SECTION A—A =111=111=111=111=111 =1►1=111=I11=111=111=111=111 NO SCALE THREADED PVC CAP. SET TOP OF CAP AT 1.00 FOOT ABOVE TOP OF rr�/� LATERAL. APPLY PVC APPROVED THIS DISTANCE S/NLL BE MADE 1rrrlr LUBRICANT TO THREADS. 774E SAME DN ALL LATERAL£ � ��■• ■ r\, ',y 6"PVC OBSERVATION PORT rrr�e- /i�-. ■rrA of :S,...I�',•.;O,:+ /°:‘ PVC RISER FOLD SLOT TAB OUT Ply LATERAL* dry d �.�i � "'. • ' r 4. w r PI' ■ ', ' 6" RADIUS PVC ELL `,rrr MICHAEL 8. DEENEY `, SLOT PVC OBSERVATION PORT AROUND LATERAL, EXTEND PORT TO BOTTOM OF ■ TRENCH, KEEP DRAINROCK OUT OF PORT. PHAEL� �. ;DEENEY k DRAINROCK iriiiiiiiriiiiiiiiiiiiiirwm..iii/1r a� isl. . I EXPIRES 08/18/12 XREF. BEDA3S.DWG, OPLAT 1 B, *SEE GENERAL CONS7RUC77ON NOTES OPLATIA2 MONITORING/CLEANOUT PORT DETAIL February 20, 2012 4:52:37 p.m. Drawing: DRBEDAA.DWG.DWG © CREATIVE DESIGN SOLUTIONS 2012 NO SCALE REVISION DATE TYPICAL BED SECTION A—A A CREATIVE DESIGN SOLUTIONS SAND—LINED Septic System Designs, Permits, d inspections DRAWN BY: MICHAEL S. DEENEY /�/ ['p p SHEET 7 OF 9 j DATE: 2/21/12 FOR. EL//V E DEDG' E/� `B P.O,BOX 2787, PORT ANGELES, WASHINGTON 98362 9(27-lE) (;�$ (800) 395-7296, (360) 457-6353, EMAIL: MIKE @COS4YOU.COIA ■ V) v m O o Q SEE "GENERAL CONSTRUCTION m C�•c NOTES" FOR PVC THROUGH M : N `O, CONCRETE WALLS. ALSO SEAL Z o w y T WITH BENTONITE. TYPICAL FOR CA w ° INLET AND OUTLET. j'. "'I o Z n .~~- III (. 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O. . 1/01 ' .� C ` M fib° y O Z5 s 63 ~ n c n `i 'a d m 17I%o 1� .61 7C cns:Alp Z co m m �' � 74"MIN. n p�'�� 41 o C(7 $ n i III a �-0rts 4rnp W � _ �'' Vp4, t �mg � aP 2� III ? � y M w y v0 e g o(n a, i y �A III r•y 91 .,.. yyWc� y ntn aSf_ O n �� ��i 2cAv � 2 III ��� bM Zn N �-0 A -10 /rte. `' 'PI .^ A 'r�incz,c>, �'R2 �gy III CI X10 co too 0 C O�g rS O 2 n a C 0 — 1i1 O , N W O �G) lyy 7 y n z 2 _l O N Cl) U) 0 A O 5:1 Z1, k , -m1 Z N �7'•° •. O o,) Z ` o o ;n SEE GENERAL CONSTRUCT/ON �E- ,,, : NOTES" FOR PVC THROUGH 2 a o _n ---a CONCRETE WALLS. ALSO SEAL 0 ro a c)•rr pro b r WITH BENTONITE. o II i -..le \ a••r. �p y k b rOb \ -co to 2 n� r1rn• lq l I0 /%I%I%I�rG,I 0 \� �O '�oi� j p0 rrl_ N r C., -t)bb ., •_ . • •,.. � . . ' `� I\\ Alb-i2A 1 v C 3 c_) 11 -rMOO-� I z2 m 2 z �� a 2�* n• Its 0 ..' `C > O� . �• a I.2 SEE TANK DEPTH NOTE" ON SITE PLAN I\ �I '• _ r N . OR SITE PLAN DETAIL . 1 �•\' • ! v• �. 2 n ,2 mot* iZ O tom'/,,,, �: :;'°r �M n� 2r o siz�` 0b* �1r .. 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HOLE LOCATION IS APPROX/MA IS NOT BASED ON AN ACTUAL SURVEY - 955100016 { 4 721,=x Ile S.T. PROPOSED SEPTIC TANK, SEE DETAIL FOR -,1 -_I , 4 " i1' I49 $1O4 OIF t'; f 1 �, n---� / 2 ,! s SPECIFICATIONS. 4 �"` / € U� NOTES } '-'"`i I mot° 1 7 5S ` 1f5AOQO4 r ` t5 _ ' I� ,.. ORIENT THE DR4/NFIELO IN RELATION TO THE SOIL P.C. PROPOSED PUMP CHAMBER, SEE DETAIL FOR IL_w ,m 19 � �( ,1 t a J -4 �,a .,#� €€€r€sr� J SPEC/FlCA7TONS. PUMP INLET CAN BE LOCATED UP TO & 05400004 r.- _, 1 !!, � , r ! HOLES AND PHYSICAL FEATURES (AT ALLOWABLE TRENCH 50 I-ttI AWAY FROM AND UP TO 10 FEET LOWER IN ti 1/4815101- 41/1 f i, -- / € €z . x' ,. sfi. DEPTHS SHOWN IN TYPICAL BED SECTIONS A-A do B—B). ELEVATION THAN THE HIGHEST EFFLUENT DISCHARGE 7 1T 1 "`- 'i � _:; ' POINT. r .'- ! '2,,,. 11'1935,1 � L •..;".•'•- / fie,F ANY CONTOUR LINES AND ELEVATIONS SHOWN ARE V 11 ,� p ,a 41. � � r , �$ BASED UPON AN ASSUMED DATUM. SCH. 40 PROPOSED SCHEDULE 40 PVC PRESSURE EFFLUENT/ . PETP TRANSPORT PIPE. SEE GENERAL CONSTRUCTION NOTES - T21a-. x « 1'1 w, „a „ra q' «x --4-----\ r €Ql�Old. a , f � PROVIDE 772AFf7C BARRIERS AROUND THE INITIAL AND FOR FURTHER SPEC/RCAIIONS °€ 15 �„ a ;� �' 1 ° RESERVE DRAINF/ELD AREAS SATISFACTORY TO THE __. 12 a•° ,, / a €€a. "T - „ae HEALTH DEPARTMENT. 4" GSTP PROPOSED 4"ASTM D3034 PVC GRAVITY SEWAGE 14#3S1 t, 91,4600019454&300,54 t t" i �5 ts2 � TRANSPORT PIPE AT 1R MINIMUM SLOPE WITH 45" 6400 1 835109098 X I r xx�=,,i1„{ . v . y4c i '` , , `�,µ # DIVERT ALL DRIVEWAY DRAINAGE AWAY FROM s�' »� a �✓ MAXIMUM ELBOWS. SEE GS7P" IN GENERAL / ` ' w _8 . 00r : " ; E THE PRESSURE BED. CONSTRUCTION NOTES. , 00, t ry ' i ' I1±i' ra s CALL DESIGNER PR/OR TO INSTALLATION TO DETERMINE MCO MANIFOLD CLEAN OUT. EXTEND MANIFOLD PAST LAST psi 1� ` wJ x• „ ,10€' €€ - is NEED FOR FIELD STAKING. LATERAL AND CAP WITH REMOVABLE SCREW TYPE PVC ., 1". -""-wl 4, ``-- .:,� , ��„ " 2342 s - . CAP. ALSO PROVIDE VALVE BOX IN SIMILAR MANNER AS €. * + .' � i�` - ' - -`wy ' � ,•' 11 � SPECIFIED FOR LATERAL OBSERVATION PORTS AND t 1 -. ? 93*r1 �. . 21 , 1 t 1 '1° ,1$,,,1 4'''. :_W, st %, r r� MONITORING/CLEANOUT PORTS SEE DETAILS F TBM 1 TURNING BENCH MARKS (MAPPING CONTROL POINTS), 6" ,, / ? 72109 5 I 1 ''� , OQ13 ' -°°"' �� GALVANIZED SPIKE. THESE POINTS MUST BE PROTECTED 'NN480013032 i-sessiats002-1 1 ,.,, M t ? 1 721098008 I ,;2 1 q 1 € FOR RECORD DRAWING MAPPING (AND FIELD STAKING IF T. REQUIRED). \ 1 33:1 1d 1 ./2210930i 3,x,111 } , TI '21 1 � ►;o i . I 1 T2112 ?tI }` l Saatte Dr f / :', � SEWAGE DISPOSAL DESIGN - 1 21192033, ?211 0 $a-13€' 4:',-,;.•', .r I//� i -28 721182031 721 # s ►.. �\� r' ____/ °� A: roved or ponstruetion 12 4,44 m J e g " I x tm t i O ; � VGF _____ / t ,, i ,' 4 , X• 1 114 2d�0 /� 1 5'7 di7 / 7gS 1'S �'.� Q:I 1$ 434 tt - r4'` I 'tr,94�tt2fl 01109' 721 i 9 T 118 °fir,T+Q00i�1 9 1 aI, tP �� 5100 ' 65010:119 / 980i01t3 98t1f Ot201 I 93*�1 } 12 1 E t ,1 ' r11 �i MICHAEL 3. DEENEY --- 19 = > �. DIRECTIONS TO SITE mit I 0$01 721 '4°. , siG ER NE Ott 9ASDiI#IF1d 3&tI0t2fl3 KA ♦ sv� �///////////////////////////////////I iiii x °° � 410 N. BEACH OR., PORT LUDLOW "10101 k €10 ir10 ; 3 �� r . 1 EXPIRES 00!18/12 9801013189501013211, yam— 10t2i 4 E - cq " . 4____, ._ ' :s7 PROPERTY DE 9£#10131 ;1}1 � 10 i ' s �Q LOT 2 & 3, BRIDGEHAVEN DIV. 2 AS RECORDED IN NOTE ti1i31tt 1t113s0T= tt51217 Xi1d11 i r' ' " it1tla12� THIS IS T PLANNING DOCUMENT ONLY VOLUME 4 OF LONG PLATS PAGE 61, RECORDS OF i' JD-I-8160N COUNTY, WASHINGTON, AND LOCATED !N owl we 10110 ti .� - r � � a SECTION 9, TOWNSHIP 27 NORTH RANGE 1 EAST, i 131 E a �° € i° Nor FOR � um . W.M., JEI FtRSON COUNTY WASHINGTON. d 91161 1t L-95;14)12.11 € 435 a ry If pi .1 1 ( _I '�. i5r SEPTIC PERMIT IS PA APPROVED MEN 090101311 9010101310 . GL BY 1HE HEALTH DEPARTMENT ............ X31611€32 -'—' - ACCURACY NOTE 1 101 ,T a 7521 182001,---___ 9261 04101'' , j: / —953,1 rr i f i PROPERTY LINES ARE BASED ON INFORMATION PROVIDED BY THE CLIENT, THE 154714 11;'9541 -'-r'l 98014f01t1! 1T S 3fti737�13i E � - CALL YOU DIG RECORD OF SURVEY RECORDED IN VOLUME 4 OF LONG PLATS PAGE61 & 57, 9x501 R RECORDS OF JEN-tKSON COUNTY WASHINGTON AND ON JEFFERSON COUNTY i - fiQ1 111 `,? -2 ��N ASSESSOR'S MAPS. PHYSICAL FEATURES SHOWN IN RELATION TO PROPERTY UNES_.. '• , 9031 - ADVANCE YOU ARE BASED ON INFORMATION SUPPLIED BY THE CLIENT. THE LOCATION OF PHYSICAL SA.�s Carty € 95010+51414 9�50i... •mss- , a" ��� DIG FEATURES IS BASED ON LOCATION WITH A TOPCON 82054 5" ROBOTIC TOTAL VICINITY MAP STATION, HAND COMPASS AND A COMBINA7TUA OF PACING, TAPING, AND MEASURING CALL:1-800'424- WHEEL ANO ARE NOT BASED UPON AN ACTUAL SURVEY MAPPING AND February 21, 2012 8:03:25 a.m. TOPOGRAPHIC INFORMATION IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY. Drawing: DEDERER 934200003.DWG.DWG © CREATIVE DESIGN SOLUTIONS, INC. 2012 REVISION DATE SEPTIC SYSTEM, PARCEL #934200003 -` CREATIVE DESIGN SOLUTIONS DRAWN BY: MICHAEL S. DEENEY VICINITY MAP ® ' Septk System Designs, Permits, & Inspections FOR.. '®� P.O.BOX 2787, PORT ANGELES, WASHINGTON 98382 SHEET 1 OF 9 I DATE: 2/21/12 /� OR. ELINE DEDERER 9(27-1E) CDS (800) 395-7296, (360) 457-6353, EMAIL: MIKE@CDS4YOU.COM 1 EXISTING ELEC. BOX / � v_ v V oci. II ,,0 �� NOTE \,0 410 n ��V'`\ Vs ' THIS iS A PLANNING DOCUMENT ONLY `1e�/�y r � ,` i,�I / C `y_�\�V` NOT fi�R COIVS7RUC770N UN17L N ' ��`V 1 ..1 0, 1, 2 '� p 'as- A ` \`V ``V HEALTH DEPARTMENT SCALE IN 1EE7 / ;//////////////�///.'///////////////11 I f;">�.,. 22.3' �\ - V `V` EXPIR'8 • 18/12 �. 0 i •, V / :r r,`. 1r. :f S Q '<: <; .., > '>> :1S;;4i I 0 Y / / i 6.: ,,.::: ,:::::,::*1:;:spl,,..:A , --.. �- d ti r �r aa�e 4 I 7-'4 )'/If, j Y te IIN Viii: .., •i / / /. o �.y1 � 442 ..:•:;:;:�_ EXISTING ELECrRica L TRANSFORMER '� :S,M/N // ' 9o, EXISTZE TWO BEDROOM(410 N. CH DR.) 4 1 I n / / / \ ,tail 9 EXISTING GARAGE 4 l February 21, 2012 8:03:25 a.m. Drawing: DEDERER 934200003.DWG.DWG / © CREATIVE DESIGN SOLUTIONS, INC. 2012 4 REVISION DATE SEPTIC SYSTEM, PARCEL #934200003 j�� CREATIVE DESIGN SOLUTIONS DRAWN BY MICHAEL S. DEENEY SITE PLAN DETAIL - LOCATIONS I., Septic PptiBOX 278 System PDesigns, Permits, nspections SHEET 4 OF 9 I DATE: 2/21/12 FOR: ELINE DEDERER DS4Y0 g(27-1E) `C S (800)395-7296, (360) 457-6353, EMAIL: MIKE @CDS4YOU.COM . , / / /I / !II ----------- 1 II '1 --1'-‘, i LEGEND i / 0. SEE LEGEND ON SHEET 1 /ft: ' ......................v.........j IGl iv,i4416,-.4 fsof015_, 67 bate SAGE DIS . M POSAi-p� oon, TBM 1 ° 4� ; I EXISTING S ) I ° ^ D ,irilliii SHED L/p?0`E APPROXIMATE •0 iltiltitirtir.'/ `I `� ` .... PROPERTY LINES SCALE I hill 11111111 —41111K IN fEET l \ , Z14171* '..........s....**7 1 / : -'11111ININII061/4 ft ExisnNC MO BEDROOM RESIDENCE n I (41 D N. BEACH DR) I 3 i lail r' h. a EXISTING f I f N w BULKHEAD / /I 1 I 1 / r Q yky ,-49 ' GARAGE �..... THESE TBM'S MUST BE {` J J I l\ _„90 I PRESERVED THROUGH / t \I//4. COMPLETION OF CONSTRUCTION/ 11411 , �` — -----.ft, / 1\ I (d / y/ 1 APPROXIMATE / \\\ :7/NW lei:. x.21 TB 2+ 1 PROPERTY LINES E IS7I G \\\ \\\\\ MICHAEL S. DEENE `' g Design Notes i,w///iiiiriiiiiiriiiiiiiiriiiiir/1 O / ` Expected Flows EXPIRES 00/18/12 / 100• co Design =240 gpd Maximum Actual NOTE / ..... =160 gpd TN/S IS A PLANNING DOCUMENT ONLY �]' Expected Influent Quality / ``• Grease&Oil: 20 mg/L NOT FOR CbW�SrIRtlCTlOM UNTIL BOD: 150 mg/L SEP71' PERMIT IS APPROVED [}� BY THE HEALTH DEPARTMENT `V ,� TSS: 40 mg/L TKN: 65 mg/L February 21, 2012 8:03:25 a.m. l Drawing: DEDERER 934200003.DWG.DWG / / I ....7 CREATIVE DESIGN SOLUTIONS, INC. 2012 REVISION DATE SEPTIC �SAY�STEM, PARCEL #934200003 j■®) CREATIVE DESIGN SOLUTIONS SITE PL LI V ow, SPA IBOX 2787, PORT NGELES rWASHINGTON t 98362 inspections DRAWN BY: MICHAEL S. DEENEY SHEET 2 OF 9 I DATE: 2/21/12 FOR:OR: ELINE DEDERER 9(27_1E) S (800) 395-7298, (360) 457-6353, EMAIL: MIKE @CDS4YOU.COM , EXISTING WATER METERS TANK �p-�-��I EXISTING ELEC. BOX EXISTING POWER (PER UTILITY LOCATE) T1' NK DE H NOTE EXISTING CABLE OR TELEPHONE (PER UTILITY LOCATE) TOPS OF TANKS SHALL NOT BE INSTALLED ANY DEEPER V PURPOSES IS WOULD BE BEST TO INSTALL FOR HE TOPS -V ESTIMATED LOCATION OF EXISTING WATER LINE OF TANKS NO DEEPER THAN 12 INCHES BELOW GRADE. 7 V p ' ESTIMATED LOCAT70N OF EXISTING WATER LINE. LOCATION //� V OF THIS WATER LINE SHALL BE CONFIRMED AND \\ L �� RELOCATED TO A LOCATION 10 H L I MINIMUM FROM ALL NOTE \�^\\\� / ay. I SEPTIC SYSTEM COMPONENTS.■ SI I \\\\\' • `•1 ,r a V`-V V DISPOSE DRAINFIELD BED (12'x30' PER COUNTY RECORDS). THIS IS A PLANNING DOCUMENT ONLY \\\ ,%?:,'j ` OSE OF CONTAMINATED MATERIAL EXCAVATED FOR ' `�. `�y V INSTALLATION OF NEW SAND-LINED PRESSU B Sql DESIGN NOT Fi�t4 c�avS1RL 1 N UNnL \\\\tom $'' (�I / A V ` MANNER APPROVED BY COUNTY A j V1 i\\\, v L�' � ' mt a `` v % V f oC1 ructBY THE HEALTH I \\\\�,*3` �,# w R99 �_ ` -.,„499.3 V ��V p proved (7- 0 /o \\ � v o �V \V \\ M CHAEL�S• DEENEY \P ��`�� Die APPROXIMATE LOCATION OF EXISTING 7.50 kii9in �■ _ 1 lay 5 ► ;"ern- ■ a i \_ V``, V`` GALLON SEPTIC TANK. ABANDON BY PUMPING, s P V REMOVING LID, AND FILLING WITH SOIL. SCALE FEET , //////////////iY//.�/////////i//////� i` �„ I \ \V PROVIDE PUMPER'S RECEIPT AND SEPTIC TANK EX 8 •/18/12 n • , r, / J \ 1�' .` ABANDONMENT CERTIFICATION TO DESIGNER (USE ' . ; \ ` DESIGNER'S FORM FOR ABANDONMENT TBM 1 O 4 • S F'`.y %";` >.;!r;; CERTIFICATION). / QI OX 73P 'f s ' ` \ EXISTING SHED L O C+ h ^ _ f \ IXISTING ,. ...,...._ ..... CI ij':•:: %'.f' ' . . D-BOX. A i \/ (ki ecb Rxl 7 *p• ... 4.r/ I .z: 1.* * g4q / O �` Mco ", I 499 6 \ ;::,-.' : f:: INS f 0' x 24' PRESSURE 1 i SAND-L/N£0 BED. SEE TYPICAL "inur ► a.....„.„ I SECTIONS A-A do B-B.r � / EMOVE IXlSTING CONC. DRIVEWA INSTALL 4" GSTP EXISTING CABLE OR TO THIS UNE (AT A MINIMUM).TELEPHONE (PER / / _''9.6 �1 INSTALL 1,000 GALLON TWO COMPARTMENT UTILITY LOCA7£) S.T. SEE TANK DiEPTH NOM IX/STING BURIED POWER >/ ' PRo'OS ► j � ,� " '"` INSTALL 4" GSTP INSTALL AT 1X MINIMUM SLOPE W17N / '''''`"`i •<%""' NO MORE THAN 1"FALL BETWEEN TANKS TO (PER:Lin'LOCATE) ������� DRIVEWAY �; ii:•r;rt%'t;%ret��%'�:�'"' / % 99 %. i s%s' IWKTA� SURGE CAPACITY IN P.�) I s ELECTRICAL �w f� ;"`��„•„` � INSTALL 1,000 GALLON P.C. � TRANSFORMER � INSTALL �5. SEE TANK OfPTH MOTE a I 1.5”SCH. I ¢99¢ PORTIONS OF THE PETP SHALL P� ALL VGA!40 PVC INSTALLED AT AN ELEVATION LOWER THAN �. ', MANIFOLD j THE OR41NF1EL0 BED LATERALS.TBM 3 �� EXISTING TWO .1/ X99 ( ( , ti� BEDROOM RESIDENCE `� (410 N. BEACH DR.) 0,• a b�' ��. tp I ,!STING I ,� _ ■ `� V 0)• V- DR AY I0) rh I ! _ X99 I i j X99 / !r a % sz99 �ISTALL PAC GA7E Vi1L12e JN I f`t f I j / I VET BE 2 FEET �1� t I I 9 I r , J EXl TC G X90 \`v / 1 % XISTIN BASIN g9 f r DRIVEWAY I 99 EXISTING GARAGE ,` e February 21, 2012 8:03:25 a.m. I Jf j / 1OUTL LEGEND Drawing: DEDERER 934200003.DWG.DWG PIP ©CREATIVE DESIGN SOLUTIONS, INC. 2012 / ;/ /f. /4• ,/r / (t "'- 498.9 It SEE LEGEND ON SHEET 1 `` REVISION DATE SEPTIC SYSTEM, PARCEL #934200003 -` CREATIVE DESIGN SOLUTIONS DRAWN BY: MICHAEL S. DEENEY SITE PLAN DETAIL '®, Septic System Designs, Permits, d inspections SHEET 3 OF 9 I DATE: 2/21/12 FOR: ELINE DEDERER \— P.O.BOX 2787, PORT ANGELES, WASHINGTON 98362 9(27-1 E) ,('D9 (800) 395-7298, (360) 457-6353, EMAIL: MIKECCDS4YOU.COM