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HomeMy WebLinkAboutSEP2012-00028 3 *" f __ w`` I, –____________w LEGEND _ �- ws SEE LEGEND ON SHEET 1 S87d40$1"E • w 13602 'I-) a 1641•,�. < \ ?0.29 • • w S 87d40'51"E `�• �0 •\\ EXISTING WATER amk. MH O i s� " METER .16'4 ti0 IN � � a ¢ 3?S. O a ?96. r X f 3 EXISTING GRAVEL ' 63?, O DRIVEWAY O� N EXISTING FIRE HALL •iu c , /// 9193 RHODY OR. NI v EXISTING , v� (APPROX. 7,650 SF) O WATER LINE , '. O$ � !Illili- Ra ?a?3 j„ o SET AN FEET 40 r — I vWi c o s`T?jB EXISTING WATER II o . EX/SANG N I O METER W of w v ' /• RETE b r PROPOSED GRAVEL 2 Q r ti 3■ PAD %I o, I DRIVEWAY N y EXISTING GRAVEL 14 Design Notes Fi I m 0��J° 4r ° t I DRIVEWAY h I .1 r— 2 Expected Flows N Design =240 gpd a y Maximum Actual EXISTING 40' EASEMENT I o £ =160 FOR INGRESS, EGRESS, 2 3 0 gpd de UTILITIES a CONCR 2 JS Expected Influent Quality J APRON 88d33'3" W Ci \ I S S r C e Grease Ci ase&Oil:O 20m mg/L dwewaY, a Q BOD: 150 m � S1# � �- b 9 ta 0 N I been I has TSS: 4 Om /L {i h a n g a ••fi�e ye a t1 W �I P TKN: 65 m 1L r 1 1 g Q er v Y ro r a o approved I • h w e d p e ff. a st �,•• ........ ............................. ...v Jefferson CoUn#Y „„„y` I 1 1 EXISTING :,: �' 2 1 1 SHED :':::}:i';:r: EXISTING FIRE HYDRANT 1 1 I \\ 'lb S 87d37'23'-- 136 02 CB I ............. ,7 �• e EXIS1?NG BEDROOM::::: 1\\\q 4/ .4- 4r CONCRS , :•:iL Otft iAR::NoAfif'_ :i:.... h PROPOSED \\\\\3C ryp St n I DRIVEWA APPROX':;I 2t7f1:: ) ::':: CONCRETE �\ MICHAEL 8. DEENEY 40 : :::::. :. ::::.-:.-:::::': DRIVEWAY UCENSED DESIGNER \ a W I PROPOSED NEW : ::.:..:':.::: %iiiiiiiiiiiiiiiiiii/iii/iiiiiiiiii/I EXPIRES OS/18/12 2 FIRE HALL (APPROX. :i:': ' ?. :.ir:: 9,300 SF) EXISTING GRAVEL I DRIVEWAY NOTE: GRAVEL PROPOSED I SEWAGE t SPOSAL DESIGN RAVEL DRIVEWAY THIS IS A PLANNING DOCUMENT ONLY S 88d33 3'`E SHED CON = App v- r �' 311 ll EXISTING EXISTING t'(3V /�/ , /�CI NOT FOR CONSTRUCTION UNTIL – 328.43 x X.– X PAD X x pate [ SEPTIC PERMIT IS APPROVED BY THE HEALTH DEPARTMENT March 17, 2012 4:30:29 p.m. Drawing: CHIMACUM FIRE HALL.DWG.DWG © CREATIVE DESIGN SOLUTIONS, INC. 2012 REVISION DATE SEPTIC SYSTEM, PARCEL #901142033 — 1 CREATIVE DESIGN SOLUTIONS■SITE PLAN Septic System Designs, Permits, & inspections SHEET 2 BY: OF 8 MICHAEL S DATE: 3/17/12 FOR: EAST JEFFERSON FIRE RESCUE P.O.95 BOX 2787, PORT 45 ANGELES, WASHINGTON DS4YO 98362 14(29-1 W) (;Q$ (800) 395-7298, (360) 457-6353, EMAIL: PIKE @CDS4YOU.COM s. Z z N k °44.1%:. ..�n � \ R "% z a v� 03 i m ; ::— � rp 8\^ m ,z.r�r�. � V f:I Raj o 0 \ '� 61'$//,/,,` a M nri o §1 ° Z \ '�'//�� chi 2 a • G /�i x a vi O • \ Orman NJ iZ�O� ,'-�� nOpz�t \ i \ \ 7\ \ \ \\ \ \ \ \\ �O�N. rn T(/1(/1 Z2cv)- v \ \ kyk N 1 �/�J 2 )n-i20 \ 224 Co'--11 OCayZ \ 11 O O r d�ry',xl`� yX y\ X� 2� I �� 5: �2 ■ N ° °2 7YP.�- �a ° I z 10 rh „/ rr O �.�� -' �'..7'�� i2 `(-7) ^gym \ .. Ili pp �b �r O oc� \ 2-< 0 2 Z� d )k) p \ �� Li zyx2r -y� ,C^I \ ��� N° 02 02 P \ I�v ( d ppz r \ \\*,�2 0�� �1 � \ ��J : ' to p k nl 1 \ O__ 2c) ,,-b o> rn � f n ° 1O — 1 0 .1J ; 02 EP r��nr?2 a A a G 0 ma yo a��oc) I � 2o 1� y yErh 2000 I ya +., m 1 �cn -<'9'9� 1 r D j::: O CD 1• O : i : `, .:.v,•:•-•:.::.•:::::::ia 2 : i,h:::: :i::::: ci:ir:i r:;?i::i... ..:.::::•:. ,c: •: : : . tc rh °t : : a :.:• : :.:::.::::::::::::::::::: -si : ;: O'. 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Add 1 '' Ilk----- i8,' ,6-,Li:::::::;:i:::::::::::::::::::: :::::if::::::.•::::::::::::::::H::::::::::::::::::::::::::::::::: :::,....:•:•:,::: : ; X ��. r 2 � X X O c)cn>c O i• .1 v 2 m 1 S z y ar 2 '- a r p ° >c . r ti ti dI&!!7,/C - cp�) :::::::::::•::::::::::, :: • : : z2 cn � TYP , • • ��c - zponor1- -. 2 :::: 6" PVC RISERS WITH LIDS. CAST RISER INTO TANK LID AND SEAL WITH BENTONITE. PROVIDE OPTION TO BOX OWN ER(FOR FOR INSTALLATION INSTALLATION FLUSH ISWITH FINISH ER INTO VALVE GRADE). SEPTIC TANK RISER NOTE THE INSTALLER SHALL PROVIDE TO THE OWNER THE OPTION FOR 1/2" FINISHED GRADE INSTALLING A SEPTIC TANK WITH TWO 241 RISERS (ONE OVER THE GRADE TO DRAIN INLET AND ONE OVER THE OUTLET). THIS WOULD KEEP FUTURE AWAY FROM TANK _ — _ , _ _ _ _ _ = y = = OPTIONS OPEN FOR INSTALLATION OF A PRETREATMENT UNIT IN 2" MIN. (TYP.) =�/- ...z-ii = _ THE SECOND COMPARTMENT OF THE SEPTIC TANK AS A METHOD Q CREATE LIFT-OUT HANDLE USING 3/8" x 2" LONG Q.4 0 STAINLESS STEEL BOLT (OR EYE BOLT) WITH TWO FOR ADDRESSING SYSTEM DISTRESS OR PENDING FAILURE. ORENCO 24" DIAMETER RIBBED PVC �p Iu NUTS OR CREATE USING 3 3" MAX. RISER WITH NEOPRENE GASKETED 2 /4' PVC FITTINGS. F7BERGL4SS LID WITH BOLT DOWN 2 N SCREWS. CAST INTO TANK LID OR t •2 t,,j REMOVABLE PVC CAP. ATTACH TO TANK PER a F- MANUFACTURER S w RECOMMENDATIONS V 4 ORBIT UNDERGROUND 10" PLASTIC VALVE BOX OR EQUIVALENT 1•G li AND SEAL WITH BENTONITE. ' 2 o WITH TWIST LOCKING COVER AND SUFFiC/ENT OPENING TO ^� DES EASILY REMOVE PVC CAP. SAW OFF BOTTOM OF BOX AS T'� -vsN r • NEEDED TO WORK WITH FINISHED GRADE AND TOP TANK. ^l^ "?_•. . a•• 4. :• • •! {x��v Cen`"_ � 5�'• r SAW CUT FOUR SIDES OF PVC \pE'� � — PORT FOR EASY REMOVAL OF CAP. P�PCO Date • II N 2" TO 3" DROP FROM INLET TO OUTLET ® Da CM_Iillaille 111 111 111111 MI: L. • 0p •:),..„, • O W IN EXISTING PAVED AREAS PLACE 2"OF ASPHALT J OVER TOP COURSE AND GRAVEL BASE J O .. 2S ti OC90� _ Cr J • I c) o _ d F/N/SHED GRADE- 2" CROWN IN AREAS OF 85% COMPACTION o>e�Q �` -.1 —III=III-III-III=III=III=III—III I III= . I=III=III—III=III=III=III- U a ~\ .. tr FOR TRENCHES CROSSING EXISTING = J \\� r OUTLET TEE WITH A ZABEL ': GRAVEL ROADS: - I I N NATNE BACKFIO COMPACT 7D cc C'320 2 \\\= O • . (A 1800 SERIES) OR POLYLOK III - DRA UNDER ROADWAYS AND 2" CRUSHED SURFACING TOP COURSE a OTHER AREAS AND 85%IN ALL W: \\� Pt-68 OUTLET FILTER OR - I I W h Li 2 ( ) • PER WSDOT/APWA 9-03.9(3). 2 OTHER AREAS. W \\ • O APPROVED EQUIVALENT (ALL I $•P I CO \\� • '� WITH 1/16" FILTRATION) AND 6" GRAVEL BASE PER WSDOT/APWA _ I I * PROVIDE SCH. 40 PVC ENCASEMENT• to2:3 •\\ ' . V MEETING STATE AND COUNTY . 9-03.10. I,I cy UNAREAS DER ROADWAYS F NAAND DRMNG S LESS 0 U REQUIREMENTS. SOCK" TYPE LINEGUARD TYPE!! OR I I THAN 2 FEET BELOW ROADWAYS ANQ FILTERS WILL NOT BE TRACER TAPE III DRMNG AREAS. THEN ENCASE PIPE ALLOWED. MARKED 'SEWER". = II , IN DUCTILE IRON PIPE. •. III - • •-INSULATED CONTINUOUS 10 GAUGE FOR . . , - � R ALL ROAD CROSSING AND DRMNG • TONING WIRE. FOR SPLICES USE I I ;o AREAS USE PIPE BEDDING PER • • KING TECHNOLOGY, INC. MODEL III '•. • .. WSDOT/APWA 9-03.16. CONSTRUCT KING-6 TWIST-ON WATERPROOF .. 8„ 7'• WIRE CONNECTORS OR EQUIVALENT =. -.6. MIN•:. I I PIPE ��TRENCH AND INSTALL PIPE PER now/ •LL SIDE . p•p• APWA 7-17.3. FOR AREAS OTHER . •• (FOR TWO TO THREE 10 GAUGE III .:•r ••• _ f WIRES). BRING TONING WIRE UP - THAN ROAD CROSSINGS OR DRMNG •it • a .. • •' •.t. (I AREAS USE 3/8`MINUS BEDDING ••• <' .• p • . INTO VALVE BOXES AND SERVICE ROCK LARGER THAN 1/2". • • ...:•: •••a •• • • •' III MATERIAL OR NATIVE MATERIAL FREE OF • •e • CONNECTIONS. //=///- ///=// //�///-%/�///=''W.//_✓/ / .. '/!- ) 24"MAX. PVC PIPE ON LOCATIONS REQUIRING TWO OR MORE ttt��� PIPES IN THE SAME TRENCH, THERE SHALL BE 1" CONVENTIONAL MONOLITHIC POUR SEPTIC TANK, 111111 'f MINIMUM HORIZONTAL CLEARANCE BETWEEN PIPES). t L 6" MINIMUM OF PEA GRAVEL (SEE SITE PLAN OR SITE PLAN DTETAILPFORT SIZE). 01e =. PVC PIPE TRENCH DETAIL 1 110 41/4 1I.'4 j s i Ti NO SCALE SEPTIC TANK DETAIL �`��! ,_ THIS _ �, .i 0.�, ,ill NOTE: XREF. TRCHSFR2.DWG STOF1.DWG NO SCALE 111111111 • ;,/ i AS THE SECTION OF MANIFOLD BETWEEN LATERAL TRENCHES (NO�TONINGA R BETWEEN LATERALS). March 17, CH 4R2.D G • MICHAEL 8. DEENEY EXCEPT FOR ROAD CROSSINGS, TRACER TAPE AND TONING WIRE IS OPTIONAL FOR THE OWNER. $ED DESIGNER Drawing: DTLSTMST.DWG.DWG i 1� © CREATIVE DESIGN SOLUTIONS 2012 EXP8tE8 08/18/12 REV,S,0 DATE SEPTIC TANK WITH OUTLET FILTER & PVC TRENCH DETAILS ,-.421 CREATIVE DESIGN SOLUTIONS DRAWN BY: MICHAEL S. DEENEY '® Septic System Designs, Permits, d inspections SHEET 4 OF 8 DATE: 3/17/12 FOR: EAST JEFFERSON FIRE RESCUE P.O.BOX , (360)PORT ANGELES, WASHINGTON DS4YO 14(29-1 W) ('�$ (800) 395-7298, (360) 457-8353, EMAIL: MIKE @CDS4YOU.COM FIBERGLASS LID WITH NEOPRENE GASKET AND BOLT DOWN SCREWS PUMP CHAMBER & CONTROL PANEL GRADE TO DRAIN FINISHED GRADE 2" GRADE TO DRAIN AWAY FROM TANK I I MIN. AWAY FROM TANK CONSTRUCTION NOTES ///-%//_%/_ _//__//-//= *ELECTRIC SPLICE BOX '/-�/// y z.-.4 =-7///=: WITH CORD GRIPS VALVE [?OX or MODAT GA 1• PUMP CHAMBER ti S¢ 24" DIAMETER RIBBED PVC :a-o RISER WITH NEOPRENE GROMMETS A 04L►C .A. FLOW METER. IF A SAMPLING PORT u w * PVC UNION I * ALL PUMPS SHALL CONFORM TO WASHINGTON STATE DEPARTMENT OF IS REQUIRED, EXTEND ti z IF THE LOW WATER PUMP OFF" LEVEL IS HIGHER / FM FLOWMETER ( ). HEALTH GUIDELINES AND LOCAL HEALTH DEPARTMENT REGULATIONS. THE INLET PIPE TO 2 us THAN THE HIGHEST LATERAL THEN INSTALL AN OED IN 2 Or ("EA 6IJ46EL DIRECTLY BELOW THE 'Q 2 a ANA-SIPHON VALVE AT THIS LOCATION. ( ` THE PUMP CHAMBER SHALL BE CLEANED OF CONSTRUCTION RESIDUE AND �'o W ! PVC CAT- mot TO ADJUST SAMPLING PORT ti � V� 1-91V TI1R96(9H-1.#8,ERr-Simr DEBRIS PRIOR TO FLUSHING AND PRESSURE TESTING. Li 4i y �, " �' SIZE AT TRANSPORT rlrt. W I- ELECTRIC CONDUIT TO r 1, 2. CONTROL PANEL ///- y 2 o CONTROL PANEL. I I„�+.,,� �.1,.-.: —FLOW w....-l' •7 ••• + - . • THE CONTROL PANEL SHALL BE PLACED OUTSIDE ON AN EXTERIOR WALL OF .` . r *'• 1, a 77?ANSPORT PIPE, SEE SITE PLAN. THE RESIDENCE OR ON A PRESSURE TREATED 4x4 POST (MINIMUM) WITHIN FASTEN PER MANUFACTURERS :s LINE OF SIGHT OF THE PUMP CHAMBER. SINCE THERE IS A CERTAIN LEVEL RECOMMENDATION AND SEAL • 9.0" 3 GALLON OF NOISE ASSOCATED WITH TIl£ OPERATION OF THE CONTROL PANEL, THE WITH BENTONITE (TYP). ;•, -�TOTAL RESERVE VCKU/ME CONTRACTOR SHALL DISCUSS THE LOCAT>ON OF THE PANEL WITH THE OWNER (DO NOT RECOMMEND PLACING ADJACENT TO BEDROOMS). THE CONTROL 1 FLOW PANE,FOR THIS PUMP CIiAMBER SHALL BE DESIGNED FOR ON-SIZE 9.0 = 533 GALLONt APPLIl1A770NS AND BE CERAFlED BY AN APPROVED LISTING AGENCY, E.G. ° 2" PVC BALL VALVE (FULLY OPEN DURING RESERVE VOLUME (PUMP UN DERWRI7ERS LABORATORIES (UL) OR EQUIVALENT. THE CONTROL PANEL • FLOW : • CHAMBER & SEPTIC TANK). SHALL BE HOUSED IN A N£MA 4 MINIMUM FIBERGLASS ENCLOSURE N9TII NORMAL OPERATION. TURN OFF FOR PUMP MAINTENANCE). ) (MINIMUM) !' ORIENT VALVE TO ALLOW REMOVAL OF PUMP VAULT INDUCER ,,.• • ) HINGED DOOR AND PADLOCKABLE LATCH. THE CONTROL PANEL SHALL I I.' ` 0" = 0 - INCLUDE AND PERFORM THE FOLLOWING ITEMS MARKED WITH AN "X": 2" SCH. 40 PVC CHECK GALLON RESERVE VOLUME CJ••Gi oz ,, VALVE (PUMP CHAMBER ONLY). P� � ,;-L FLOAT SWITCHES TO PERFORM THE FUNCTIONS AS SHOWN ON THE J 2 r 1S?OS ft\on PUMP CHAMBER DETAIL IF AN AQUAWORX PANEL IS UTILIZED TO • -v �G ��j�Cia PERFORM THE SPECIFlED FUNCTIONS THEN THE FLOATS SHOWN FOR ct W _\ * HIGH WATER ALARM S ` ed f C C THE 7/MER ON/OFF'AND "HIGH WATER ALARM" WOULD BE in ..m _\� PVU68-2419 PUMP VAULT WITH °�� R�r�OV REPLACED BY THE AQUAWORX PRESSURE A?ANSDUCER. Ua .-- •• 1/8"MESH EFFLUENT SCREEN. .�_ 28.0" = 881 to X A SEPARATE NON-RESE7TABLE DIGITAL DOSE COUNTER FOR EACH k 3 = ' I G . • GALLON SURGE CAPACITY Da PUMP (INCLUDE FUNCTION IN TIMER). Q O Q \\\ TIMER ON/OFF" LEVEL ° X A SEPARATE PUMP RUN/ELAPSED TIME METER FOR EACH PUMP•• W in 14 \\ .• 2.0" (INCLUDE FUNCTION IN TIMER). kJ ER). U \\\_'.• *EFFLUENT LEVEL CONTROL FLOAT ASSEMBLY WITH SINGLE CONTROL REDUNDANT "OFF" LEVEL AND X SEPARATE ON/OFF/MANUAL SWITCHES. THE REDUNDANT OFF" kJ Z FLOATS. PLACE OUTSIDE PUMP VAULT IF THE REDUNDANT OFF FLOAT 11 • O 0 , ••e LOW WATER ALARM ON" LEVEL FLOAT SWITCH SHALL TURN OFF THE PUMP WHEN THE PUMP IS U •• LEVEL SHOWN CANNOT BE MAINTAINED ABOVE TOP OF BIOTUBE RUNNING ON "INANUAL: EFFLUENT FILTER j • .' o * PF500512 , SINGLE PHASE, X AN ALARM SYSTEM LOCATED ON A DIFFERENT CIRCUIT THAN 7HE .. v 230 VOLT EFFLUENT PUMP PUMP(S) SHALL ACTIVATE BOTH AUDIO AND VISUAL ALARMS AT THE INLET HOLES AROUND PER/METER `\ CAPABLE OF PROVIDING 43 GPM EFFLUENT LEVELS INDICATED ON THE PUMP CHAMBER DETAIL THE OF VAULT (PROVIDED BY ORENCO) ., AT 23 FEET TOTAL DYNAMIC HEAD ALARM SHALL ALSO BE ACTIVATED AND LOCKED "ON" IF A CURRENT DRAIN PORT WITH NEOPRENE MUST BE USED. HEAD WELL TYPE PUMP SENSOR IS INCORPORATED AND DETECTS A PUMP IS NOT FUNCTIONING. 8„ •• FLAP CHECK (TYP.) • 6” MINIMUM OF PEA GRAVEL X A DIGITAL TIMER WHICH SHALL REGULATE THE FREQUENCY AND ALL SIDES DURATION OF PUMP OPERATIONS WHEN ACTIVATED, THE TIMER SHALL _ • START IN THE OFF"MODE. THE PUMP(S) T • .�; (S) ShWLL START/STOP VIA THE • _ x . ...... .; d � .. •., �..'' . :•, •. TIMER 24 HOURS PER DAY AS FOLLOWS:•1•.*** . ,: ,':. • .• ..• ••• .. • • .; :. '• . ( F AOUAWORX AN AQI AKIRX CONTROL TRANSDUCER PANG SY'SIE11 WO 8 DOSES PER DAY = 3 HOURS PER CYCLE ////-///-///-%//-///= /////-///-%//-///-//////-///_ CONVENTIONAL SINGLE COMPARTMENT MONOLITHIC POUR SEPTIC TANK t lS USED, 7711E BOTTOM OF 77E 7RAWSOUCER BELL SHALL BE 1 MINUTES, 3 SECONDS ON" (SEE SITE PLAN OR SITE PLAN DETAIL FOR SIZE). INSTALL PER PLACED 1"LOS THAN 171E TIMER 'cw/Ofr LEVEL SHOW 2 HOURS, 58 MINUTES, 57 SECONDS OFF" NORMAL CONSTRUCTION PRACTICE WITH MOD/F7CAAONS AS SHOWN. ,`,, �` INTRINSICALLY SAFE CONTROLS (COMMERCIAL AND MULTI-FAMILY APPLICATIONS). PUMPCHAMBER DETAIL �,4 4 ONE�7E THE PUMPS SIMULTANEOUSLY (MULTIPLE PUMP SYSTEM NO SCALE r\�, ix AUTOMATICALLY ALTERNATE 7HE PUMPS (MULTIPLE PUMP SYSTEM * 1�,°j Z ONLY). PROVIDED BY ORENCO SYSTEMS, INC., 814 AIRWAY AVENUE, SUTHERLIN, 1�1`'�e i 1 OREGON, 97479. PH: (800)348-9843. ,1 ' • _ CURRENT SENSOR(S) WHICH WILL ACTIVATE THE ALARM SYSTEM IF XREF. PC 1 C 1 R.DWG, PCHH 1A.DWG, i```, tp , ANY PUMPS FAIL TO OPERATE (MULTIPLE PUMP SYSTEM ONLY). PCT1A.DWG, CN1PC.DWG " Si'MICHAEL S. DEENEY�i�, March 17, 2012 5:58:41 p.m. uceigE' DE: c Drawing: DTLPCMST.DWG.DWG /////////O/////////////////////////I Q CREATIVE DESIGN SOLUTIONS 2012 EXPIRES 06/18/12 REVISION DATE PUMP CHAMBER DETAIL j`■ CREATIVE DESIGN SOLUTIONS SINGLE HIGH HEAD TIMED DOSE O® ,/ Septic System Designs, Permits, & inspections SHEET 5 BY: OF MICHAEL S.DATE: 3/17/12 FOR: EAST JEFFERSON FIRE RESCUE P.O.BOX 2 87, PORT ANGELES, WASHINGTON 98382 14(29-1 W) CDS (800) 395-7298, (360) 457-6353, EMAIL: MIKE@CDS4YOU.COM VALVE BOX 11 MAX FINED GRADE 13" --\ 9'-0" L 1'-6" �L 3'-0" 3'-0" 1'-6" 1 =III=III=III=III=III II— _ f " =III=III—III=III—III 1/2 SANDY LOAM BACKFLL. CREATE LIFT-OUT HANDLE COARSER BACKFILL MAY USING 3/4" PVC TEE. BE USED BELOW THE REMOVABLE PVC CAP FINISHED GRADE TOP 4" BACKFILL WITH _ _ PVC PLUG SAW CUT BOTH SIDES OF 2" CROWN .=1) — — = =III —8 4"PVC TO DEPTH OF CAP. III=111 4 OZ./SQ. YD = III II SPUN-BOUND NYLON — ORIFICE (SEE SECTION A-A) MUST BE 4" PVC OBSERVATION PORT _ _III= ALTER FABRIC J DRILLED SUCH THAT ORIFICE SPRAY �-"--(USE 6"AS NEEDED) 2 = — (LANDSCAPE FABR/C). I I i GOES STRAIGHT UP AND DOES NOT HIT FOLD SLOT PVC LATERAL OR 4" * 2" TYP = SIDEWALLS OF THE OBSERVATION PORT PVC LATERALS — PRIOR TO REACHING MAXIMUM HEIGHT. \TABS OUT PERF AS SPECIFIED io 6" TYP III °q,udr.kb° *DRAINROCK aog� — •o, o•. S — . 8" + PIPE = •• •���* °°o . O.D. III DRAIN ROCK—_�� a III e o0o o e SLOT PVC OBSERVATION PORT •� aP?,o�o�— eoego 00 0 (�AROUND LATERAL, EXTEND PORT / e o0o°QO o TO BOTTOM OF TRENCH, KEEP ASTM C33 J n e o eo .o�noo DRAINROCK OUT OF PORT. • ;. •' • *SEE GENERAL CONSTRUCTION NOTES :..° ilOCR AT /TYT AND or 'ICALTRENC CE -- - a a 0.0 e a . =I- s RAINROCK OBS ERVATION ER VATION ill, . . . flC'T, or LINER. o-S PORT DETAIL•o P q m II a° °° s O m $°II 0 P o p mm m o II a o P o o II Po II q a r .. t\Q`°0 00° °O 0 °O °°m m° O °° ° °m°O°O 4°O°:° O ° m°° O°0 INSTALL WASHED PEA GROVEL. -/ NO�P . .,4 SCALE III—Ill—Ill—111-111-111-111--III-111-111-111-111-111-111 SEE TYPICAL TRENCH c SQ n �C SECTION B-B FOR F. ca `)' A Fo 1,REQUIRED DEPTH. (6 .0Je % KV ZN-e ORBIT UNDERGROUND 10" PLASTIC VALVE BOX (MODEL 153024, *SEE TYPICAL TRENCH SECTION B—B, GENERAL d 10" DA. TOP, 10.25" TALL) OR EQUIVALENT WITH TWIST LOCKING CONSTRUCTION NOTES, AND CONSTRUCTION DATA. FINISHED GRADE 1/21 COVER AND SSUFFICIENT OPENING TO EASILY REMOVE PVC CAP. 4I 41 TYPICAL BED SECTION A—A =111=111=111=111=111 I —III—III—III—III—III—III-111 NO SCALE MI i - THREADED PVC CAP. SET TOP OF CAP AT 1.00 FOOT ABOVE TOP OF LATERAL. THIS DISTANCE SHALL BE MADE THE SAME ON ALL LATERALS -----------. 4" PVC OBSERVATION PORT \\�//,.. PVC RISER FOLD SLOT TAB our PVC LATERAL* \\! :.1,... r ........:- 7\\\, ��V''- 6" RADIUS PVC ELL--` SLOT PVC OBSERVATION PORT AROUND \\\ : :#4 -` ---"Ni LATERAL, EXTEND PORT TO BOTTOM OF \\ t �Z TRENCH, KEEP DRAINROCK OUT OF PORT. *DRAINROCK....,,, 4 \\\ Volt XREF: BEDA3S.DWG OPLAT1 B, 411 MICHAEL 8. DEENEY SEE GENERAL CONSTRUCTION NOTES OPLATIA2 = LICENSED . , MONITORING/CLEANOUT PORT DETAIL March 17, 2012 4:58:04 p.m. ;//////////////////////////////////I Drawing: DTLBEDAA.DWG.DWG EXPIRES 06/18/12 NO SCALE © CREATIVE DESIGN SOLUTIONS 2012 REVISION DATE TYPICAL BED SECTION A-A ,r I CREATIVE DESIGN SOLUTIONS DRAWN BY MICHAEL S DEENEY PRESSURE SAND LINED BED I , ,/ Septic System Designs, Permits, d inspections /� P.O.BOX 2787,PORT ANGELES, WASHINGTON 98382 SHEET 6 OF 8 I DATE: 3/17/12 FOR: EAST JEFFERSON FIRE RESCUE 14(29-1W) cos (800) 395-7296, (360) 457-6353, EMAIL: MIKE @CDS4YOU.COM SAND FILL NOTE BASED ON ADDITIONAL INFORMATION AND GUIDANCE IN THE RECOMMENDED STANDARDS AND GUIDANCE FOR SAND LINED TRENCH SYSTEMS, WASHINGTON STATE DEPARTMENT OF HEALTH, 12/31/98, UNIFORM DENSITY OF THE SAND LINING SHALL BE ACCOMPLISHED ONE OF THE FOLLOWING WAYS, DEPENDING ON THE MOISTURE CONTENT OF THE -;r DE 6"MINIMUM OF COVER. IF SAND FILL DURING CONSTRUCTION. IF THE SAND FILL IS SO DRY THAT IT CAN BE POURED (LIKE SALT OR SAND I •£QUIRED, SLOPES SIDES AND IN AN HOURGLASS), IT CAN SIMPLY BE POURED TO FILL THE LATERAL TRENCH OR SAND FILTER EXCAVATION, THEN DS OF FILL AS SHOWN. SETTLED LIGHTLY (NOT COMPACTED) TO ALLOW ABOUT 5% SETTLING -LE., VOLUME REDUCTION. HOWEVER, IF THE PVC ELL, SAME •0ZE AS RISER FIN/ - • GRADE 6:1 `his 111_11i_ 6.•1 SAND FILL IS MOIST ENOUGH THAT IT CANNOT BE POURED, IT SHOULD BE PLACED IN SUCCESSIVE 6-INCH LIFTS \PVC LA • L WITH BUSHIN 0 SIZE OF = 1= _ WITH EACH LIFT LIGHTLY SETTLED. THE INTENT OF THE SETTLING IN BOTH CASES IS TO MINIMIZE LARGE VOIDS IN LATERAL. 111-I - - II-111- N PVC T . =I I= THE MEDIA THAT WILL COLLAPSE LATER WHEN EFFLUENT IS ADDED. THE UGHT SETTLING MAY BE ACCOMPLISHED INSTALL ORBIT VALVE BOX • N - . TO ACCESS VALVE AS SHOWN IN MONITORING/CLEAN'• 4 LOCATOR REBAR 3"BELOW BY WALKING ON THE SAND, THEN RAKING (WITH HAND TOOLS) INTO THE CORNERS, ALONG THE SIDES, AND k /4 oCATOR RERAR PORT DETAIL ,' GRADE. AROUND MONITOR PORTS. THE ANAL BULK DENSITY SHOULD BE APPROXIMATELY 81.2 TO 87.4 LB/FT3. HIGHER BELOW GRADE. pVC L,gTfRAt 1"MINIMUM CLEAR �1 1.25" SCH. 40 PVC DENSITIES WILL REDUCE INFILTRATION RATES AND OXYGEN EXCHANGE POTENTIAL. A THIRD OPTION WOULD BE TO 1.25" n OF LATERAL �iI,�� MANIFOLD WITH PVC TEE SETTLE THE SAND FILL BY FLOODING WITH WATER (IN 12" MAXIMUM LIFTS OF SAND). CARE MUST BE TAKEN SCH. 4• r �I�lakV• < SAME SIZE AS MANIFOLD WITH DURING FLOODING WITH WATER TO AVOID WASHING TRENCH SIDEWALL MATERIAL INTO THE SAND LINING. PVC RISER • BUSHING TO SIZE OF RISER. 1 1.25" - . 40 PVC MANIFOLD PVC TEE 1. CH. 40 PVC RISER SAME SIZE AS NIFOLD WITH aue woe BUSHING TO SIZ •F RISER. PVC ELL, SAM AS RISER WITH BUSHING TO •F LATERAL. SEE DRAINROCK OBSERVATION PORT T DETAIL (TYPICAL, ALL LATERAL ENDS). I SEE MONITR/NG/CLEANOUT PORT I 5.0' FOOT DESIGN DETAIL (TYPICAL, ALL LATERAL ENDS). ' 40------------ - _ SPRAY HEIGHT, TYP 60'-0" I SAND-UNLNG OBSERVATION PORT. CONSTRUCT IN SIMILAR MANNER AS DR4/NROCK I I i OBSERVATION PORT DETAIL EXCEPT INSTALL HALF WAY BETWEEN LATERAL AND EDGE OF FINISHED GRADE TRENCH (AT MID-POINT ALONG LENGTH OF EACH LATERAL) OR HALF WAY BETWEEN LATERALS IN A BED (FOR BEDS INSTALL TWO PORTS - ONE EACH AT 10 FEET FROM y EACH END OF 7H£BED). i 111=III=IIIEIII v f= 11=111=III=III=III=III=111=11i— I1=III-III-III —III—I11—III—III-III-III-III-III-III-III-III-111-III-III-III-III-III-III-111-I -III II—iii—III—III— iii—iii—IfI—iii—ill—ill —I I4—I11,III �I ` I� 1.00 SCH. 40 PVC LATERAL ••}} \ n I _ n n (� n n I 34 BELOW GRADE. R :• . I n` /2"SCH. LD 40 * ••..:•: ,� .':'• .. PVC MANIFOLD OR FEEDER III PIPE WITH PVC ET. OR TEE AS III • •.,•.:.•;•:. � :. = REQUIRED (SAME SIZE AS • MANIFOLD OR FEEDER PIPE• �•. . TOP OF PERMEABLE VERY GRAVELLY COARSE SAND WITH BUSHING TO SIZE OF• ••'• SOIL HORIZON WHICH TYPICALLY BEGINS AT APPROXIMATELY 65 TO 74 SAND-L NC' " ` INCHES BELOW EXISTING GRADE. I11 LATERAL)• 0: s'S.•4. .. S. ia*••%•a�NCw.. •RS3:a;k•wR _�•- •e•.•i,+.+u.*....*s..�.•..s.Ra•.44Witts•..aa..,...k• q.....•-'.!.,... i. 144: s :40*'*:•i',`: ::-' :s'•►:'•:wFbrkiili. issue 100:i3►: 014: s}03►.:ft III 0 •..Ra a.. ..•....+M w..g i..!�..•.. • .. -.... ..a.aaa.a r .as s•.a�.z a. naasa...: t,mme.a m..ai•a'••s•.M. K-k- ...-tr .`.sgt•1.s. . itan s w•.,s.s.sH►mo s R�'s�.s.••S• . I I I = � ys• Kwi Nt __.er _,..,..nt+ i.asa•:►tsasr•.•33�+•�rs w, ;s*s•.*I*e•.,.•.aa•,•;.......a. s5� • .•a..w•.t w....• as..;.�.....•a[s•� • ws•�•V�}s ...•i r�s = PVC LINER AT SIDES AND s" .•a.1►. t...aR "!his*!!"!u!".rs*�*S._ "*sAs�#"1.ls33Kw,!�.►.s3�!42Si> L►�:�s.S+r! ..+Sa. .... ....a.}.a .•'.R ....RSra A.•sw.,..... _.,iW...:.••s•...•'s a!•s...•:+.u. :. ' .y. .... :,..'•a••r III 's ; ..bS'�.Ss_`�ws., ,%T'ss• ssa'IXa•04 4 — — — — — — — �w s•:•*1•.a.0 .040:04wa.•s ras•1i0*****su*•a*aa si,.',swi . •LI:..e.aaa.,...•s: . •:s.,ia,sa'+ •s• •.s•.'.% ENDS OF TT:CNCLI M OR OCD ,,'R*+i►aat!�_'a.s•-aapwa*•ssfy�aa•;•aS•a *R — — — — — — — :akaw.as. rscwaR!'s.•s.•�ssw'aswars'••'•.•.Mw..stiarasaa.•�t�..s..r.•...a.R �.a�s❖.t_r.s:.•,ya•a+R•Y• sa• rwa+ :•a•sa'.a r:., .`.-.s II) 1 = s. 4:!:;:4 . a.«•sa: :114 AMaa. t w•fts• s,►t•,sstN�is!t.!.NS.is;�jt•!a.•*Asa!t•ft! iaaisata„t•5a�,•.ssaci•pr* .+'ss> y •._�:�a•.'....��s�,•M•'... .'.;..4. ra — (mom 77 IC BOTTOM or PEA as *...s••.111,1041:114:1 ea..... ,••.•.'•:aaa.• r•R II taa•adF►•'�iassiaiis7r►ra•►•i•aa •a s� •wsaar•k*. w+ 1111 •r. :;:c':;- i�-•�►•r•:' r,'aaat•ay a'�;s`•'' -' ;mss• I —HI—111-111-1II-111-111-111-111-111 111E111 ="`*'* a!s'4 4' '000.'4 4.1w•s' xoroi•'s'+ • .04:o. I I i •GRAVEL TO TT IL- Tor OF -4• a�: '•'•"""-Na ••as f *as'a' a;wA III Ill—Ill—III—Ill-111—Ili 111=111_111=111= =111 = •oI?A: �y „.(' �� +� S� 24"OF SAND FILL PER ASTM C33 FOR FIN£ IVPBE }. r ka"�w•a�ca' .... II . 's•,l .ara• is •s.(•s•.1 iy1't• AGGREGATE SEE GENERAL CONSTRUCTION NOTES. WASHED PEA GRAVEL, EXTEND 6" MINIMUM= .s G1� 4 BELOW C33 SAND OR .__�MINIMUM INTO PERMEABLE pi% D 12.00" GRAVES ALLOWED IN _IQ_FOOT MINIMUM SECTIONS PGe ILISP°� uck: ' (1.00') 24.00" AS SHOWN. t��3 1 VO 1/2 ORI CE (2.00') 1/8 DL4METER ORIFICES, TYPICAL PLACE ALL ORIFICES IN ,nOYOv •� �� SPACING ORIFICE SPACING TOP OF LATERAL PIPE. IN GRAVEL FILLED TRENCHES INSTALL !, Dare � on ORENCO SYSTEMS, INC. ORIFICE SHIELDS OVER EACH ORICE. 30'MINIMUM 30'MINIMUM 30'MINIMUM 30'MINIMUM j:47:',.,,7,„„N.*SEE TYPI CAL TRENCH OR BED SECTION A A ,0 !); i,#','' .° Al TYPICAL BED SECTION B=B \ \I►O � 100110 , ∎` NO SCALE 1\ MICHAEL 3. DEENEY z.. LICENSED DESIGNER \ XREF: LATBSD2.DWG, MANIFLD2.DWG 2Pwww,iii i iii iii//II% March 17, 2012 5:01:08 p.m. EXPNiE8 06/18/12 Drawing: DTLLATBB.DWG.DWG © CREATIVE DESIGN SOLUTIONS 2012 REVISION DATE TYPICAL BED SECTION B-B ® I CREATIVE DESIGN SOLUTIONS DRAWN BY: MICHAEL S. DEENEY SAND-LINED BED 1 ,, Septic System Designs, Permits, d inspections 98362 SHEET 7 OF 8 ( DATE: 3/17/12 FOR: EAST JEFFERSON FIRE RESCUE P.O. 729 , (360)0)45 ANGELES, WASHINGTON DS4YO 14(29-1 W) (;Q$ (800) 395-7296, (380) 457-6353, EMAIL: MIKE @COS4YOU.00M GENERAL CONSTRUCTION NOTES 1. SETBACKS FOR ALL SYSTEM COMPONENTS SHALL MEET CURRENT 7. PIPE SPECIFICATIONS 12. CONSTRUCTION EQUIPMENT AND STOCKPILING WASHINGTON STATE WAC REGULATIONS FOR ON-SITE SEWAGE SYSTEMS, ALONG WITH ALL APPLICABLE WASHINGTON STATE GUIDELINES, AND SEE PLANS AND CONSTRUCTION DATA FOR TYPE OF PIPE REQUIRED FOR DRAINFIELD - THE CONTRACTOR SHALL KEEP ALL UNAPPROVED CURRENT LOCAL HEALTH DEPARTMENT / DIVISION REGULATIONS AND VARIOUS SYSTEM COMPONENTS, THEN REFER TO FOLLOWING) CONSTRUCTION EQUIPMENT AND STOCK PILING OF CONSTRUCTION WRITTEN POLICIES, OR AS SHOWN IN THESE PLANS, WHICHEVER IS MATERIALS OFF THE PROPOSED DRAINFIELD AND DRAINFIELD RESERVE MORE RESTRICTIVE. x CLASS 200 PETP, GASKETED JOINTS AREAS AND 30 FEET DOWNSLOPE OF SAID AREAS. UNLESS THE DESIGNER DETERMINES THAT THE AREA IS TOO WET FOR 2. THE CONTRACTOR SHALL ENSURE COMPATIBILITY BETWEEN RESPECTIVE 2 INCH AND LARGER CLASS 200 PVC PETP SHALL BE EQUAL TO PVC CONSTRUCTION, A BACKHOE WILL BE ALLOWED IN THE INITIAL SUPPLIERS PRODUCTS (TANKS/RISER, ETC. ). PIPE MANUFACTURED BY PACIFIC WESTERN PIPE IN CONFORMANCE DRAINFIELD CONSTRUCTION AREA (NOT IN RESERVE AREA DR WITH ASTM D2241 SDR 21 CLASS 200 POLYVINYL CHLORIDE PIPE DOWNSLOPE) AND TRACK TYPE VEHICLES WILL BE ALLOWED IN ALL 3. USE OF 'EQUIVALENT' PRODUCTS MUST BE APPROVED BY THE (PVC). ALL PVC PIPE JOINTS SHALL HAVE INTEGRAL BELL WITH AREAS. DESIGNER. FLEXIBLE GASKETED E ED JOINTS IN CONFORMANCE WITH ASTM D3139 AND F477. ALL PVC PIPE JOINTS AND FITTINGS SHALL CONFORM MOUND SYSTEM - SEE MOUND DETAIL SHEET NOTES. 4. CONCRETE TANKS WITH ASTM D2466 AND D2564, GASKETED JOINT PIPE IS NOT ALLOWED IN PUMP DR SIPHON CHAMBERS. 13. CONSTRUCTION INSPECTION ALL CONCRETE TANKS SHALL BE MADE WATERTIGHT M CLASS 200 PETP, GLUED JOINTS THE CONTRACTOR SHALL NOTIFY THE DESIGNER AND COUNTY HEALTH A CAST IN-PLACE RUBBER GROMMET WILL BE USED WHENEVER A DEPARTMENT A MINIMUM OF 1 WEEK PRIOR TO THE INTENDED DATE FOR PVC PIPE PASSES THROUGHT A CONCRETE WALL, 1. 5 INCH AND SMALLER CLASS 200 PVC PETP SHALL BE EQUAL TO COMMENCEMENT OF CONSTRUCTION AND 48 HOURS MINIMUM PRIOR TO PVC PIPE MANUFACTURED BY PACIFIC WESTERN PIPE IN THE FOLLOWING STAGES OF CONSTRUCTION (MARKED WITH AN 'X')' USE PEA GRAVEL BEDDING BELOW ALL TANKS. SAND FILL MAY ALSO CONFORMANCE WITH ASTM D2241 SDR 21 CLASS 200 POLYVINYL __ PRE-CONSTRUCTION MEETING ON-SITE WITH DESIGNER AND BE USED TO BED TANKS SAND FILL SHALL BE WELL GRADED, CHLORIDE PIPE (PVC). ALL PVC PIPE JOINTS AND FITTINGS INSTALLER, PASS 100% THROUGH THE 1/4 INCH SIEVE, AND PASS LESS THAN SHALL CONFORM WITH ASTM D2466 AND D2564. __ LAYOUT/STAKING OF THE DRAINFIELD LATERALS. 10%. THROUGH THE 200 SIEVE. THE SAND FILL SHALL BE COMPACTED __ PLOWING OF THE MOUND OR GLENDON BIDFIL TER SITE (THE IN 6-INCH MAXIMUM LIFTS TO 95%. MINIMUM RELATIVE DENSITY PER x� SCH. 40 PETP, GLUED JOINTS DESIGNER SHALL BE PRESENT DURING THE ENTIRE PLOWING ASTM D155Z ALL TANKS SHALL,HAVE SAND FILL PLACED IN THE PROCEDURE). SAME MANNER. SCHEDULE 40 PVC PIPE SHALL BE EQUAL TO PVC PIPE __ EXCAVATION OF SAND FILTER BOX OR GLENDON BIOFILTER MANUFACTURED BY PACIFIC WESTERN PIPE IN CONFORMANCE WITH BASIN (JUST BEFORE PLACING PVC LINER). BACKFILL AROUND ALL TANKS SHALL BE PLACED IN 12 INCH MAXIMUM ASTM D1785 SCHEDULE 40 POLYVINYL CHLORIDE PIPE (PVC). ALL __ EXCAVATION OF DRAINFIELD TRENCHES OR BED. LIFTS AND COMPACTED TO 85% RELATIVE DENSITY PER ASTM 0698. PVC PIPE JOINTS AND FITTINGS SHALL CONFORM WITH ASTM D8466 __ EXCAVATION FOR ALL TANKS AND D8564. __ PLACEMENT AND COMPACTION OF ALL FILLS 5, DRAINROCK SPECIFICATION __ PLACEMENT OF ALL TANKS N FLEXIBLE PVC HOSE _ LEAK TESTING OF SAND FILTER PVC LINER. DRAINROCK SHOULD BE DURABLE AND RESISTANT TO SLAKING AND - PRESSURE TESTING. THE SYSTEM SHALL BE COMPLETE AT THIS DISSOLUTION AND MUST BE WASHED AT LEAST ONCE TO REMOVE ALL FLEXIBLE PVC HOSE SHALL BE AS PROVIDED BY ORENCO SYSTEMS, STAGE IF INSPECTION EXCEPT 11L1 NOT iNgTAti FINES THAT COULD CLOG THE INFILTRATIVE SURFACE. IT SHALL BE INC., OR EQUIVALENT, AND SHALL BE RATED FOR A MINIMUM OF 4WIANBEW4F PLACE BACKFILL OVER THE TRENCHES/BEDS, FREE FROM ORGANIC MATTER, SOIL, AND ANY MATERIALS USED FOR 125 PS I (EQUIVALENT TO 270 FEET OF STATIC HEAD). SEPTIC TANK PLINP CHAMBER, AND ANY PROPRIETARY DEVICES THE MAKING OF CONCRETE. DRAINROCK SHALL BE 3/4 TO 2-1/2 (Lt V. LIGHTS CAN BE B4L7CFILL£2). EXCEPT FOR SAID INCHES IN DIAMETER, WITH NO LESS THAN 100% PASSING A 2-1/2 *' GSTP - GRAVITY SEWAGE TRANSPORT PIPE GRAVELLESS CHAMBERS AND BACKFILL, ALL SYSTEM COMPONENTS INCH SIEVE AND NO MORE THAN 5% PASSING A 1/2 INCH SIEVE BY SHALL BE IN-PLACE AND FUNCTIONAL AT THIS TIME (INCLUDING WEIGHT. GSTP SHALL BE EQUAL TO PVC PIPE MANUFACTURED BY PACIFIC L&I INSPECTION AND APPROVAL OF ELECTRICAL). PRIOR TO WESTERN PIPE IN CONFORMANCE WITH ASTM D3034 POLYVINYL THE PRESSURE TEST THE CONTRACTOR SHALL PRESSURE TEST AND 6. THE SAND IN INTERMITTENT SAND FILTERS, OPEN BOTTOMED SAND CHLORIDE PIPE (PVC). ALL PVC PIPE JOINTS SHALL HAVE ADJUST THE SYSTEM TO SPECIFICATIONS THE CONTRACTOR SHALL FIL TEAS, MOUNDS, AND SAND-LINED DRAINFIELD TRENCHES MUST MEET INTEGRAL BELL WITH FLEXIBLE GASKETED JOINTS IN CONFORMANCE PROVIDE SUFFICIENT CLEAN WATER IN THE APPROPRIATE TANKS) ONE OF THE FOLLOWING GRADATION SPECIFICATIONS FOR EITHER ASTM WITH ASTM D3212 AND F477. PVC FITTINGS SHALL CONFORM TO FOR PRESSURE TESTING OF THE SYSTEM. C33 SAND MEDIA FOR FINE AGGREGATE OR 'COARSE SAND MEDIA'. ASTM D2466 AND D2564. K FINAL INSPECTION OF COMPLETED SYSTEM. THIS MEDIA CAN BE COMPRISED OF EITHER MINERAL SAND OR EQUIVALENTLY SIZED CRUSHED GLASS. 8. ELEVATIONS OF LATERAL PIPING, INFILTRATIVE SURFACES (TRENCH / O WOAMN°Y\GaTEt11274004L CONSTR. NOTES.TXT BED BOTTOMS, ETC. ), AND TOP OF RIM ELEVATION FOR GLENDON PARTICLE SIZE DISTRIBUTIONS BIOFILTER BASINS SHALL NOT VARY BY MORE THAN 1/2 INCH ALONG EACH RESPECTIVE PIPE, SURFACE, OR RIM. SIEVE PARTICLE ASTM C33 COARSE PASSING COARSE SAND 9. ALL CONSTRUCTION MATERIALS SHALL BE STORED AND INSTALLED IN A 1\\-*0 • SIZE SAND MEDIA MEDIA CLEAN MANNER (PIPING REBAR ETC SHALL BE SUPPORTED C� TED AB V 3/8' GROUND PRIOR TO INSTALLATION). ALL LATERAL ORIFICES SHALL BE { lgOS CuC��O 4.50 MM 100 100 DRILLED AND CLEANED OF ALL BURRS. ALL SYSTEM RC.-.- Na 4 COMPONENTS AND I , - 1-7/ 4. 75 MM 95 to 100 95 to 100 PIPING SHALL BE THOROUGHLY FLUSHED AND CLEANED PRIOR TO CD.y Pe�f�C NO. 8 2. 36 MM 80 to 100 80 to 100 PRESSURE TESTING. UNLESS IT IS BEING WORKED ON AT THAT ?Ceti NO. 16 1. 18 MM 50 to 85 45 to 85 MOMENT, ALL PIPE OPENINGS SHALL BE COVERED SUFFICIENTLY (TO '`c ,. Na 30 0. 60 mm 25 to 60 15 to 60 DESIGNER'S SATISFACTION) TO PREVENT THE ENTRANCE OF \ Cx e Na 50 O. 30 MM 5 to 30 3 to 15 UNDESIRABLE MATERIALS (SOILS, CONSTRUCTION DEBRIS, ETC. ). NO ,,,�I//"- Na 100 0. 15 /NM 0 to 10 (Prefer (4) 0 to 4 ORGANIC MATERIAL WILL BE ALLOWED IN ANY OF THE FILL MATERIAL, N if17 D. 200 0. 075 MM 0 to 3 (Prefer O) C33 SAND, PEA GRAVEL, OR DRAINROCK SPECIFIED ON THESE PLANS OR 1 �� IN THESE NOTES 1 ADDITIONAL SAND MEDIA SPECIFICATIONS 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION OF THE ' ! II 1� A COMPLETE SYSTEM (INCLUDING MECHANICAL AND ELECTRICAL ITEMS) 1%,* .�'+'�C4 ASTM C33 SAND MEDIA COARSE SAND MEDIA AND ENSURING ALL ELECTRICAL COMPONENTS MEET ALL CURRENT STATE 1��� , i�f,'-' .` n,�� AND LOCAL REGULATIONS 4+1\�4 � ) E ` `�J N NO MORE THAN 45% RETAINED If EFFECTIVE PARTICLE ��, _ BETWEEN TWO CONSECUTIVE SIEVES. SIZE (D10) ) O. 3MM 11. THE CONTRACTOR SHALL DOCUMENT ANY AND ALL CHANGES IN OR `\�i ,! 'gyp X FINENESS MODULES FROM 2. 3 to 3. 1 N UNIFORMITY COEFFICIENT DEVIATIONS FROM THESE PLANS AND SPECIFICATIONS WITH APPROVAL ,`�1 6 ,., �t, NI NO MORE THAN 3% OF THE MATERIAL (D60 / D10) l 4. 0 DATE AND AUTHORITY FOR SAID CHANGES. THIS INFORMATION SHALL �Y N FILTER MEDIA ENO WASHED. COPIES BE FURNISHED TO THE DESIGNER IN CLEAR LEGIBLE NOTES OR ON 4` MICHAEL S. DEENEY % COPIES OF THESE PLANS AND/OR CHANGE ORDERS PRIOR TO APPROVAL v LICENSED DESIGNER FOR FINAL PAYMENT. THE CONTRACTOR SHALL ALSO, AT THE i i////////////////////,////////////11 COMPLETION OF CONSTRUCTION, SUPPLY TO THE OWNER ALL EXPIRES 06/18/12 March 17, 2012 5:07:11 p.m. MANUFACTURER'S DATA ON SYSTEM COMPONENTS Drawing: OT LCNMST.OWG.OWG © CREATIVE DESIGN SOLUTIONS 2012 REVISION DATE SEPTIC SYSTEM - GENERAL CONSTRUCTION NOTES ®®' CREATIVE DESIGN SOLUTIONS ' ,� Septic System Designs, Permits, & inspections DRAWN BY:: MICHAEL C 8 L DATE: 3/17/12 FOR: EAST JEFFERSON FIRE RESCUE 14(29-1W) �� P.O. BOX 2787,PORT ANGELES, WASHINGTON 98382 ( ) c a$ (800) 395-7298, (380)457-8353, EMAIL: MIKE @CDS4YOU.COM . • . ..t ....., ( . I 0,<41-,, I 114 ```,�eb 2 %< </Ac �i lb€i11� a mot; - _ ----11'—'-----i 11 ��``� 600 `� 1s t- 1 I ��` MICHAEL S. DEBBY 9dS11421k1 €111 UC DE• c iiiiiriiiiiiriiiiii//// /%%'iW/1 NOTES EXPIRES 00/18!12 I 00„ T I I ORIENT THE DRAINFIELD IN RELATION TO THE SOIL HOLES AND PHYSICAL FEATURES SHOWN (AT ALLOWABLE )11 {[. 1 r _ 4 + - TRENCH DEPTHS SHOWN IN TYPICAL SECTIONS). I ANY CONTOUR LINES AND ELEVATIONS SHOWN ARE I. 4 � i 9611421121 THIS LS A PLANNING DOCUMENT ONLY BASED UPON AN ASSUMED DATUM. ,, NOT FOR UNTIL PROVIDE TRAFFIC BARRIERS AROUND THE INITIAL AND `` SEPTIC PERMIT IS APPROVED RESERVE DRAINFIELD AREAS SATISFACTORY TO THE E BY THE HEALTH DEPARTMENT HEALTH DEPARTMENT. PROPOSED BUILDING FOOTPRINTS AND IMPROVEMENTS M1 L t SHOWN ARE FOR PLANNING PURPOSES ONLY. APPROVAL OF THE SEPTIC PERMIT APPL ICATION IS NOT ` CONSIDERED APPROVAL OF SPECIFIC BUILDING la 1 C� YOU DIG LOCATIONS OR IMPROVEMENTS AND IS NOT CONSIDERED 1;101142041 91b114 `b. f ' CALL 2 (DAYS N APPROVAL OF ANY BUILDING PERMITS. 1dt `, �_ I ti ADVANCE Y� CALL DESIGNER PRIOR TO INSTALLATION TO DETERMINE Jt1A3 f 11 } hTi#did NEED FOR FIELD STAKING. -..� ``°`r CALL:1-800-4424-5555 y t 1 '. c,�C3S��- p�SIGN E SEW"°GE a � rUCt On LEGEND _ , Approv L 'r 1 EXISTING BACKHOE SOIL HOLE OBSERVED BY CDS ON 2/27/12. HOLE LOCATIONS ARE APPROXIMATE ONLY AND ARE NOT BASED ON AN ACTUAL SURVEY. SEE ~.. ®a ATTACHED SOIL HOLE LOGS. �, '' S.T. PROPOSED SEPTIC TANK, SEE DETAIL FOR DIRECTIONS TO SITE SPECIFICATIONS. PROJECT SITE -- - , P.C. PROPOSED PUMP CHAMBER, SEE DETAIL FOR 9193 RHODY DR., CHIMACUM I 9193 RHODY DR., CHIMACUM SPECIFICATIONS. PUMP INLET CAN BE LOCATED UP TO I >,_ 94. 1€k5 lib ' ELEVATION FROM WTHAN THE HIGHEST EFFLUENT DISCHARGE PRO ER 1 1 DESCR 1 ON POINT. PARCELS A" & "B"AS RECORDED IN VOLUME 35 OF SCH. 40 PROPOSED SCHEDULE 40 PVC PRESSURE EFFLUENT SURVEYS, PAGE 2, RECORDS OF JEFFERSON COUNTY, PETP TRANSPORT PIPE. SEE GENERAL CONSTRUCTION NOTES 001151004 0430C WASHINGTON, AND LOCATED IN SECTION 14, TOWNSHIP FOR FURTHER SPECIRCATIONS. 29 NORTH, RANGE 1 WEST, W.M., JEFFERSON COUNTY, WASHINGTON. 4" GSTP PROPOSED 4"ASTM D3034 PVC GRAVITY SEWAGE TRANSPORT PIPE AT 1% MINIMUM SLOPE WITH 45' MAXIMUM ELBOWS. SEE GSTP"IN GENERAL 4 CONSTRUCTION NOTES. w. , .f. ACCURACY NOTE MCO MANIFOLD CLEAN OUT. EXTEND MANIFOLD PAST LAST �.-- °-------- -- PROPERTY LINES ARE BASED ON INFORMATION PROVIDED BY THE LATERAL AND CAP WITH REMOVABLE SCREW TYPE PVC - CLIENT, THE RECORD OF SURVEY RECORDED IN VOLUME 35 OF CAP. ALSO PROVIDE VALVE BOX IN SIMILAR MANNER AS SURVEYS, PAGE 2, RECORDS OF JEFFERSON COUNTY WASHINGTON SPECIFIED FOR LATERAL OBSERVATION PORTS AND AND ON JEFFERSON COUNTY ASSESSOR'S MAPS. PHYSICAL FEATURES MONITORING/CLEANOUT PORTS, SEE DETAILS. I SHOWN IN RELATION TO PROPERTY LINES ARE BASED ON INFORMATION SUPPLIED BY THE CLIENT. THE LOCATION OF PHYSICAL TBM 1 TURNING BENCH MARKS (MAPPING CONTROL POINTS), 6" FEATURES IS BASED ON LOCATION WITH A TOPCON 82054 5" GALVANIZED SPIKE. THESE POINTS MUST BE PROTECTED ROBOTIC TOTAL STATION, HAND COMPASS AND A COMBINATION OF FOR RECORD DRAWING MAPPING (AND FIELD STAKING IF ��'■N MAP PACING, TAPING, AND MEASURING WHEEL AND ARE NOT BASED UPON REQUIRED). March 17, 2012 4:26:52 p.m. AN ACTUAL SURVEY. MAPPING AND TOPOGRAPHIC INFORMATION IS TO Drawing: CHIMACUM FIRE JiALL DWG.OWG BE USED FOR SEPTIC SYSTEM PURPOSES ONLY. • FOUND SURVEY MARKER © CREATIVE DESIGN SOLUTIONS, INC. 2012 REVISION DATE SEPTIC SYSTEM, PARCEL #901142033 At) CREATIVE DESIGN SOLUTIONS VICINITY MAP ,,� Septic System Designs, Permits, & Inspections DRAWN BY: MICHAEL S. DEENEY c � SHEET 1 OF' 8 DATE: 3/17/12 FOR: EAST JEFFERSON FIRE RESCUE P.O. BOX , (360)PORT 4T ANGELES,WASHINGTON DS4YO ' 14(29-1 W) (;Q$ (800) 395-7296, (380) 457-8353, EMAIL: MIKE @CDS4YOU.COM Jefferson County Department of Community Development 621 Sheridan St., Port Townsend WA 98368, (360)379-4450 SEPTIC PERMIT APPLICATION PROPERTY OWNER East Jefferson Fire Rescue i MAILING ADDRESS 40 Seton Rd. :, Port Townsend,WA 98368 PHONE (360)344-4606 SYSTEM DESIGNER: Michael S. Deeney Designer Phone#: ( 800 ) 395-7296 LEGAL DESCRIPTION: Section 14 Township_ 29 Range 1W PARCEL#901142033 Subdivision Name Volume 15 of Surveys, Page 2 Division Block Lot(s) Site address/Directions to site 9193 Rhodv Dr., Chimacum,WA 98325 SOURCE OF SEWAGE/USE TYPE OF WORK WATER SOURCE Residential New Tanks(s)only Private X Residential ADU Modification Public Commercial X Expansion X Community Upgrade Repair SITE SIZE 1.46 acres If SYSTEM TYPE Partial Repair-(tank) (grainfield) Designate Reserve Area Previous Evaluation `) Conventional Yes#SEP97-149 `x'`53- Alternative X Redesign No SYSTEM DETAILS Number of Gallons/day 540 Soil type 1 (attach soil eval.) Application Rate 1.0 gal./sq.ft./day Bed Length 60 ft. Bed Width 9 ft. Bed Depth 71 to 80 in. Septic Tank size 2,000 gal. Pump Chamber size 1,500 gal. TYPE OF SYSTEM Sand-Lined Pressure Bed By signing the application form, the applicant/owner attests that the information provided herein is true and correct to the best of their knowledge. Any material falsehood or any omission of a material fact made by the applicant/owner with respect to this application packet may result in this permit being null and void. I further agree to save, indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs,reasonable attorney's fees and expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit. I further agree to provide access and right of entry to Jefferson County and its employees, representatives or agents for the sole purpose of application review and any required later inspections. Staffs access and right of entry will be assumed unless the applicant informs the County in writing at the time of the application that he or she requires prior notice. Inspections shall occur during regular business hours. Initial here if you require notification before entry . Appeal — A person aggrieved of a decision of the Health Officer may appeal. Appeals shall be submitted to the Health Division in writing within fifteen days after receiving written notice of the decision. DISCLAIMER-This application is for an on-site sewage system that meets the state and county standards in effect on the date of application. This application for an onsite sewage system DOES NOT assure you of any other County approvals. For example, it DOES NOT GUARANTEE that you, i ater o• - •- I ission to build a permanent residence or other structure on this parcel. Any fut -• •li..tion will b: separately jud;,ed by t - rules and laws in effect at that time. . / "5 / -L Propert Owner Signature Date / FOR OFFIC USE ONLY it (Z PARTIAL 1 ASBUILT -7 I FINAL Zc:)a/13 APPROVED INSP/PUMP TEST , 1,Zl V 3 PUD 9 I I O 1 t A fi/1,61 LL HOLD�EQ.MET ) 44v. 'ate �l .-- Fee 7` �� Rec#i 43:%2e 70 Check#1 §q Case#SEP QrTU C:\Data\Wpw\County&State Forms\Jefferson\Septic Permit Forms\Chimacum Fire Hall.wpd SEWAGE DISPOSAL PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend WA 98368 (360) 379-4450 PERMIT#: SEP12-00028 Date Received: 03/22/12 SITE ADDRESS: 9193 RHODY DR Date Issued: 04/26/12 CHIMACUM, WA 98325 Date Expires: 04/26/15 APPLICANT: JEFFERSON CO FIRE DISTRICT#1 PHONE: 360-344-4606 40 SETON RD PORT TOWNSEND WA 983689799 LEGAL DESCRIPTION: S14 T29N R1W TAX 92(BND BY BLA#112927)CHIMACUM FIRE HALL PARCEL#: 901142033 Section: 14 Township: 29N Range: 01 W DESIGNER: MIKE DEENEY PHONE: (800)395-7296 CREATIVE DESIGN SOLUTIONS PO BOX 2787 PORT ANGELES WA 98362 DISCLAIMER- This approval is for an on-site sewage system that meets the state and county standards in effect on the date of application. This approval for an on-site sewage system DOES NOT assure you of any other County approvals. For example, it DOES NOT GUARANTEE that you will later obtain permission to build a permanent residence or other structure on this parcel. Any future application will be separately judged by the rules and laws in effect at that time. ALL CONSTRUCTION AND DEVELOPMENT ACTIVITIES MUST COMPLY WITH ALL PERMIT CONDITIONS, STATE AND LOCAL CODES, AND RECOMMENDED STANDARDS AND GUIDANCE DOCUMENTS IN EFFECT WHEN THE PERMIT IS ISSUED. Permit issued to CONSTRUCT,ALTER, REPAIR OR MODIFY AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM IN JEFFERSON COUNTY,WASHINGTON Thls permit is issued for a period of three years (unless otherwise stated above) in accordance with Jefferson County Rules and regulations for on-site sewage systems, codified 8.15 amended per ordinance no. 06-0719-07. This permit may not be renewed. jola/)&s Jefferson County Environmental Health Specialist The property owner is responsible for the accurate location of all property lines.Any removal of or major disturbance of soil in the primary or reserve drainfield area may create site conditions that are unacceptable for the installation of a sewage disposal system. Any change in drainfield or tank location may invalidate this permit unless prior approval is obtained from the Jefferson County Environmental Health Division. If during excavation or development of the site an area of potential archeological significance is uncovered, all activity in the immediate area shall be halted, and the UDC Administrator shall be notified at once. HEALTH DEPARTMENT MUST BE CALLED FOR FINAL INSPECTION. SYSTEM DESCRIPTION: 160-SAND LINED BED No of Gallons per Day: 540 Type of work: EXP Drainfield Trench Septic Tank Length: 60 feet Width: 9 feet Depth: 80 inches Size: 2,000 gallons SPECIAL CONDITIONS APPLY - SEE REVERSE CONDITIONS OF APPROVAL - PERMIT NO.: SEP12-00028 1.) H -CONTAMINATED SOILS MUST BE: LIMED AND BURIED ON SITE WITH A MINIMUM OF 12"OF CLEAN SOIL COVER OVER THE TOP, OR HAVE THE LIQUIDS STABILIZED AND DISPOSED OF AT A LICENSED SOLID WASTE FACILITY, (RECEIPTS REQUIRED). DESIGNER MUST DOCCUMENT ON RECORD DRAWING METHOD USED AND VERRIFY 2.) H- 2 Existing tanks shall be properly abandoned. It shall be pumped and filled with clean fill. Documentation to be provided to Health Dept. prior to final. 3.) This onsite sewage system is designed for domestic strength wastewater only. Disposal of any other waste strength is considered a violation of this permit. THIS SYSTEM IS NOT PERMITTED FOR A COMMERCIAL KITCHEN OPERATION. 4.) H- Permanent barriers or curbing are required along the primary drainfield areas to protect from parking, driving, and other land disturbing activities prior to final. 5.) BED TO BE EXCAVATED TO 80"OR AS NEEDED TO REACH WELL DRAINED SOILS AND THEN BACKFILLED WITH ASTM 33 TYPE SAND TO 24" AS PER DESIGN. 6.) 10'separation required between a Water line and all portions of the onsite sewage system; effluent transport line, tanks, treatment and disposal components. 7.) Exceeding the permitted design flow of 540 gal/day shall constitute a violation of this permit. Water usage monitoring shall be conducted DAILY the week of planed peak flow events such as trainings and the Pancake Breakfast. These monitoring results shall be submitted to the Jefferson County Health Dept. 8.) Health Dept. required to observe pressure test with system designer when system fully installed/complete, 48 hours notice to be provided for scheduling. 9.) H- AS PER WAC 246-272A AND JEFFERSON COUNTY CODE 8.15 ALL ONSITE SEWAGE SYSTEMS REQUIRE THAT A RESTRICTIVE COVENANT REGARDING THE MONITORING OF THE ONSITE SEPTIC SYSTEM BE RECORDED TO THE PROPERTY TITLE. THE PROPERTY OWNER SHALL ASSURE THAT MONITORING IS PROVIDED BY AN APPROVED ENTITY AT THE FREQUENCY DEFINED PER STATE WAC 246-272A AND JEFFERSON COUNTY CODE 8.15 AS ADOPTED OR AMENDED. A COPY OF THE RECORDED OPERATIONS AND MONITORING AGREEMENT IS REQUIRED PRIOR TO FINAL APPROVAL OF THE SEWAGE DISPOSAL PERMIT 10.) Designer must be contacted r' r g prior to start of construction and for inspections during installation. DESIGNER IS REQUIRED TO DO A PRECOVER INSPECTION ON ALL TYPES OF SYSTEMS. 11.) Notification of the start of construction shall be faxed or emailed to Jefferson County Public Health ONE WORKING DAY prior to start. 12.) H -An asbuilt drawing and certification of completion by the designer is required prior to final approval. 2of3 11/22/19 I:\F_SEP_Permitmod.rpt 13.) Approval of this permit does not assure the existing septic system has capacity for all uses allowed by current code. 14.) Before final approval is given,the designer shall provide an operations and maintenance manual to the property owner and the Health Department. The manual must instruct the owner of the on site sewage system on the ways to properly operate and maintain all components of the system. 15.) Divert all sources of drainage, including roof drains away from septic tank and drainfield area. 16.) Approval of this sewage disposal permit does not preclude the permit holder from complying with the Unified Development Code for other/future development on the site. 17.) This approval is valid only with a connection to an approved public water supply. 18.) The project shall adhere to the Best Management Practices (BMPs)to control stormwater, erosion and sediment during construction. BMPs shall address permanent measures to stabilize soil exposed during construction, and in the design and operation of stormwater and drainage control systems. 19.) 4/18/12: Site visit by Michelle F& Rose Ann C revealed there is not a wetland adjacent to this parcel (see photos). Chimacum Creek is greater than 570 feet from the sw corner of the parcel. Per JCC Section 18.22.330 (Table 18.22.330(3), "high impact land uses" requires a maximum wetland setback for a category I wetland to be 350 feet. In consultation with Stacie Hoskins, agreed to use the wetland waiver since the project is greater than 570 feet. mkf 20.) Approval/issuance of a sewage disposal permit does not guarantee the approval of other development or a building permit on this site. Compliance with other Jefferson County and Washington State Codes is required. 21.) All construction and development activities must comply with all permit conditions, Washington State and Jefferson County Codes and Recommended Standards and Guidance documents in effect when the permit is issued. 3 of 3 11/22/19 I:\F_SEP_Permitmod.rpt JEFFERSON COUNTY PUBLIC HEALTH, 615 SHERIDAN, PORT TOWNSEND WA 98368 CONSTRUCTION INSPECTION REPORT For RECORD DRAWING Designer /i7icf79/t.E G ��'`�� ""' Permit# SEP /0-49°°Z.6? Installer 4A'/s-7 s c-9/ E127-, Sf(74,42=5 AF X (i 77Al& Parcel # / /42 c:7-.? Electrician Design Flow, S- ) Property Owner -- EPP. /? iv eouA/ * F//2e DI s7-vat c.7°- Site Address 91 9 3 /2/9° 1>`r' !a/a, j C/Vi�- co'--tom W4 983Z�;- Answer all questions or indicate NA AUG 2 7 2013 Tanks, Pumps and Controls Date Insp. Tank (manufacturer, size, baffles) Zcco 6'44•060/"")"..) 1 /adgrAr s.}-o0r4e.r-P./Sr-4" 4 "I1--I3 Pump chamber (manufacturer, size/ S.-0D b42-. --/,' / Screen(s)and/or Pump Shroud (type, location) v.M� V1.7047- W /3/97-4'a'" F74--7- is $ --Z(-1 3 Were Tanks tested onsite for water tightness? Yes / No Panel Model /lg w o R K Z/ 5451 Timer Model "/¢4'4"'if Wokyc 8-2/" / 3 Pump 1 - Man./Model ©Re co )E'�' coS/ a Flow Rate ¢3.3gpm g- /-/ Pump Location (i.e. garage, treatment unit, basement) 7`4=` Bottom of transducer to bottom of tank Z s`. " Float settings (above bottom of tank)/transducer settings Timer Functions: (above bottom of transducer) On/off- o,9 On - / t-f/N, 3 sue:c, Veto - -zg,Q r' Off- / 7,gr-v/v. Alarm - ZS-U" Veto On - Z ' 'N- 3sge-, Storage Above High Water Alarm S' 3 3 gal. Veto Off- / Dose Counter Reading /3 t>c:;...5E- eo V Doses #gallons/dose 4-S Elap. Time Meter Reading /4/q..a /`-m-tr - Pump Throttled? Cie-0 No Dose Drawdown (in inches) /• 4 Pump 2- Man./Model Flow Rate gpm Pump Location (i.e. garage, treatment unit, basement) Bottom of transducer to bottom of tank Float settings (above bottom of tank) / transducer settings Timer Functions: (above bottom of transducer) On/off- On - Veto - Off- Alarm - Veto On - Storage Above High Water Alarm gal. Veto Off- Dose Counter Reading # gallons/dose Elap. Time Meter Reading Pump Throttled? Yes / No Dose Drawdown (in inches) If additional pumps complete this info for each C:\Data\Wpw\County&State Forms\Jefferson\Construction Reports\Alternative sys ASBUILT 2010-2.FRM.wpd 01/10/13 page 1 of 2 Pre-Treatment Date Insp Sandfilter basin high water alarm shuts down pump to Sandfilter Yes/ No Sandfilter Basin size/location Sand Fill met design spec? Yes / No ATU (manufacturer, model) Alarm tested Yes / No Disinfection Unit (manufacturer, type, model) Independent Alarm Yes / No Drainfield Transport Pipe Size/Sch. Z SC// 40 Manifold Size/Sch. Z " sc N. 40 4 -//-/ 3 Orifice Diameter n Lateral Size/Sch. / " C//- 40 4 -//` / 3 Barrier Material F72.- 'T " ,`482-/ c-- Cover Material/Depth /D" S.G. 0—2/ 1 3 Residual Head (lat.#&ft. Head) r Sri l e "51Y--.5 0-z/-/ 3 AUG 2 7 2013 Source/Manufacturer of Drainrock/Gravelless chambers C -7t7A1 Drainrock Clean?M No If no, what action taken? Mound/Glendon Site Prep. Drainfield Length )• ft Width g ft Depth inches Caps for measuring residual head stored (location) COMMENTS (inspection notes, changes from design or deficiencies in installation) Attach additional sheet(s) if necessary Other Anuaworx panel settings: SWarn at , ZBios at 96IO ,Autoclear set at I doses min-sec. F fN'W s r9 e 4 Ti�f �5 , ,q - --,L z e > iwz lo,, 7`0 1 i-s-P e-77e,",C Health Department Inspection issues resolved Yes / No If yes how? Users Manual Provided to Homeowner 1^/177/ Date Tank/component Decommissioning Report Attached Ye No/ NA Installer Certification attached/signed 6e0 No ATTACH RECORD DRAWING stamped/signed by Designer or Licensed Professional Engineer I certify the information provided above was verified by inspection(with exceptions as noted,if any). I also certify that this on-site system was installed in accordance with the approved design and verified through periodic observations of construction such as site plowing for mounds, pressure testing with all system components exposed(no backfill, except over transport pipes),and final inspection of the completed system(with exceptions as noted, if any). To the extent revealed by these periodic inspections,the system complies with all the conditions noted in the permit as approved by Jefferson County "Zds'°/z- (Permit Approval Date)or that changes have been noted and the system is in compliance with WAC 246-272. F3-2g-13 5100110 Designer Signatu _ Date License# C:1DatatWpwlCounty&State Forms\Jefferson\Construction ReportslAlternative sys ASBUILT 2010-2.FRM.wpd 01/10/13 page 2 of 2 Q n 'c c y :< m tg \ E 's/4�y "' c \ A ,............ rieEi - __ II n ! Hi !øI; i4;: ) `.. _ r•.� co\ , v' d�t//// x a A a p � o 14Illll1;tL__... y N . I.,O a rn L 0r N °OU O ..*),,I110)w n v(....:4 o o �,��,i .L"...4.2a o�gb o" J` J 7YP. r-a ���,, 2a '----� �2 CO ~ oo r1 I��. I CONCRETE WALK (� r, 14 o o b Z P. nit 11 I I 0 0 Z 2 v 0 I .2b o`° 1111 I ° rl V �� �1 i o F 2 V r w b :i O C ': 2 N I ril �AA a b •: I 0 en nl n ,A\ C7 V A i C) O o A C (,4 ::: ::: rli (A b L if I :::.:::::i::::::„:::.:::::::::::::::::::::::::'.::::.::::::::::::::::::;:::is i it 40 r- • 1 i g ig; I 1 1 1 L • J •rr. .: ::. ...: .:..:::::: :::.::::::::ii •:;i;.:i; i ;iji�i::ii'•ii:::.i:`:::ii:i:i:i:`::i:i ' ::; ; ii i ; : i:::ii::::i:i ilia:iii :i:ii::i:iicici:: :c;c:fic: K X X - :•v X rn N *:'1:::::::::5::i::::•::i:c ;1;;;i i..ca c::: ::.:i :::::i:.:::: N O i:?:;:j is ti O CO ?tit O� b0 asi�3Q:::cE::;i;i;:;iii:ii:ii:i:ii;i;` i;i:;i isi;i:i:i:::i:i:::::::i:::::.:.::::: �Fi:•:• •: i:ii:'i'•f:i:i::::iii:::;i:i : sii:i::ic:i?:i:.:::`'•i.i::: ::i;:(•`i;rn2 j\\\ ^ ;i: ii;:;:::;i;::ii:;:iii:?i;i;;:i; :j:ijii; ;c ::::k.:::::::::::::•;:::;:;:;:;:;:::::;; : :::: ::tit .::: �'•:•:•: :: :::; :: rti Yr -.% o :iy , :V 2 :, . I rApreINI 14.444 S' b 0 ab ? o , ....._ o. o 0 a MI Cn M 0 .�� b XS m� a N O aZnC n y�x�_ a )h ^q 20r -1 cam SA VI 2b bx Flt wy 'V� 2� CO Z r * - 3 'Z �o z a O X�.+X X C m o 3 rm. Xa..�..�.X`�. N O z 'A • v `-v `___v LEGEND — S 87d40'51"E_ _ `?�\ SEE LEGEND ON SHEET 1 • D a \\ 136.02 L a 16d f•4• LEGEND 20.29 •S 87d40'51"E T'' - 88 V 601 EX/SANG BACKHOE SOIL HOLE OBSERVED BY I �30� ` \� CDS ON 2/27/12. HOLE LOCATIONS ARE x EXISTING WATER MH ` 1 APPROXIMATE ONLY AND ARE NOT BASED ON ETER ® c O /�-� ` $ . e r O AN ACTUAL SURVEY. SEE ATTACHED SOIL R $g2, •g?S• O HOLE LOGS. L• FOUND SURVEY MARKER ( x 632- o/9 EXISTING e /� WATER LINE ,[� Oa ` Him -- _ o s`�?,S8 ~',. EXISTING WATER �O o, �2 t O PROPOSED GRAVEL METER oi ;n I N ( CONCRETE WALK ~' I EX/STIN co o 0 �0 y G GRAVEL csi 2 ®---I 4i °� t I DRIVEWAY Design Notes --- , 2 SCALE IN FEET h I t CONCRETE J Expected Flows �o t Design t gn =540 gpd EX/snroc 40' EASEMENT 1 2 £ Maximum Actual FOR INGRESS, EGRESS 2 1 r I 3 v 360 do d u t n unEs gP ; AA _J 2 Expected Influent 884333 W n Quality Pe i Q tY 7 AUG AU G 2 Grease&Oil: 20 mg/L I i 1 I BOD: 125 mg/L I t c t TSS: 80 m i `' W TKN: 65 m i p mg/L qq 1 WAC,Treatment Level E I i I f9113:;R1�IvpY}tjR� c • a tn '13 csi 2 i t ' EXISTING RRE HYDRANT S t ►I 8743723'E ::,is?•':::C:r:{'`:`{`r:i::{^: :i:?':C{ '{ DRECTIONS TO SITE .R.. 136.02 II 3 _ I 9193 RHODY DR., CHIMACUM i h to to as h a PROPERTY DESCRIPTION W h i PARCELS A" & $"AS RECORDED q RED IN VOLUME 35 OF • SURVEYS, PAGE 2 RECORDS OF JEFFERSON COUNTY, n WASHINGTON, /i CONCRETE ON AND E LOCATED IN SEC / I SECTION 14 TOWNSHIP 1�I .Co '` 29 NORTH RANGE P j;' E 1 WEST, W.M., JEFFERSON COUNTY, 11�` a o f I WASHINGTON. Ott )��,o*. , 4 A, . ,�3 I ACCURACY NOTE g `,,10 4. 1 41 j: � , 't' PAVEMENT PROPERTY UNES ARE BASED ON INFORMATION VOLUME ED BY THE CL/ENT, THE RECORD OF SURVEY RECORDED IN VOLUME 35 OF �p SURVEYS, PAGE 2, RECORDS OF JEFFERSON COUNTY 1�,g�� %l�? ��p�1 . 3 WASHINGTON AND ON JEFFERSON COUNTY ASSESSOR'S MAPS. �l PHYSICAL FEATURES SHOWN IN RELATION TO PROPERTY UNES 1 �� S 88433'3'E 328.43 ARE BASED ON INFORMATION SUPPLIED BY THE CLIENT. THE N. MICHAEL S. DEENEY '— X X,f�X EAST& NORTH END OF THE BUILDING AND THE CONCRETE & k X PAVED DRIVING & PARKING AREAS ON THE EAST& NORTH SIDE =-.........,,,,, ,.....SIGNER...../1` RECORD DRAWING NOTE OF HEBUILDING ARE LOCATION OF PHYSICAL FEATURES IS BY EXPIRES G8/ THIS IS TO CERTIFY THAT THIS ON-SITE SYSTEM WAS INSTALLED BY ADAM SUKERT WITH SHOLD EXCAVATING IN ACCORDANCE ' BASED ON LOCATION WITH A TOPCON 8205A 5"ROBOTIC TOTAL WITH THE APPROVED DESIGN AND VERIFIED THROUGH OBSERVATIONS OF PRESSURE TESTING AND FINAL INSPECTION. TO THE STATION, HAND COMPASS AND A COMBINATION OF PACING, EXTENT REVEALED BY THESE OBSERVATIONS, THE SYSTEM COMPLIES WITH ALL THE CONDITIONS NOTED IN THE PERMIT TAPING AND MEASURING WHEEL AND ARE NOT BASED UPON AN (SEPO12-00028) AND WAC 246-272. THESE RECORD DRAWINGS ARE ONLY AS ACCURATE AS CAN BE EXPECTED FROM THE ACTUAL SURVEY. MAPPING NFORMATION IS TO BE USED FOR August 24, 2013 9:27:02 a.m. DESCRIBED OBSERVATIONS BY THE DESIGNER AND FROM CHANGES OR REVISIONS SUPPLIED BY THE CONTRACTOR TO THE SEPTIC SYSTEM PURPOSES ONLY. Drawing: CHIMACUM ARE HALL (RCD DWG).DWG.DWG DESIGNER. THEREFORE, WHILE IT IS BELIEVED THAT THESE RECORD DRAWINGS GENERALLY DEPICT HOW THE PROJECT WAS © CREATIVE DESIGN SOLUTIONS, INC. 2013 CONSTRUCTED, SOME PORTIONS OF THE PROJECT MAY NOT ACTUALLY EXIST AS SHOWN ON THESE RECORD DRAWINGS. REVISION DATE SEPTIC SYSTEM, PARCEL #901142033 CREATIVE DESIGN DRAWN BY: M/CNAEL S DEENEY SITE PLAN Septic System Deig , its, &SOLUTIONS SHEET 1 OF 3 1 DATE: 8/24/13 FOR. EAST JEFFERSON FIRE RESCUE DRAB ®- P.O.BOX , (360)0)45 ANGELES, WASHINGTON DS4VO 14(29-1 W) (�$ (800)395-7286, (360J 457-6353, EMAIL: MIKE @CDS4YOU.COA1 RECEIVED . , CREATIVE DESIGN SOLUTIONS, INC. Ae POST OFFICE BOX 2787,PORT ANGELES,WA 98362 AP 9 3 '20 g ry R Site/Soils Evaluations&Feasibility Reports•Sanitary Surveys 14 Septic System Designs■Construction Inspections&Certifications CDS (360)457-6353 (800)395-7296 FAX(360)457-6687 Email:mike @cds4you.com Jefferson County Environmental Health INC. PROJECT PROPOSAL TO: Randy Marx, Jefferson County Health Department FROM: Michael Deeney DATE: April 26, 2012 SUBJECT: Chimacum Fire Hall, Parcel Number 901142033 Hi Randy, This Project Proposal is an update of the originally submitted proposal dated March 17, 2012. Based on discussions with Gordon Pomeroy,Fire Chief,and Robert Low,Assistant Fire Chief, both with East Jefferson Fire Rescue,the proposed Chimacum Fire Hall will be designed to accommodate a maximum of 5 permanently stationed individuals. There will also be a maximum of one training session per month with a maximum of 20 people for a duration of 2 hours. Additionally, a pancake breakfast is held one time each year with a maximum of 100 people over a duration of 4 hours. According to information received from Lawhead Architect on March 16, 2012, the proposed fire hall will include a lobby, public restrooms, one office, a training room, a kitchen/day-room, an exercise room, 5 dorm rooms, mens & womens restrooms with showers, storage, laundry room, along with an apparatus bay with sink and restroom. Since the individuals permanently stationed at the fire hall will be generating similar wastewater as in a residential environment,we are proposing 45 gpd per capita in actual flows as called for in WAC246-272A-0230(2)(d)(i)(A). Except, unlike WAC246-272A- 0230(2)(d)(i)(B) which calls for a 33% increase in anticipated actual flows for surge capacity(design flows), we are proposing a 50%increase. This equates to 67.5 gpd per capita in design flows. Daily Maximum Anticipated Design Flows 5 people at 67.5 gpd / person: 338 gpd We are proposing adding 202 gpd to the design flows for additional safety factor and designing the treatment/disposal component for 540 gpd. Since the training is only once per month and the pancake breakfast is an annual event,we are proposing designing the pump chamber with a surge capacity to handle both the Daily Maximum Anticipated Design Flows along with the peak occasional flows(training flows and pancake flows will not be Randy Marx RECEIVED Chimacum Fire Hall April 26, 2012 APR 202 Page 2 of 3 Jefferson County Fnvir on the same day). This way the occasional flows can be spread out over the c' e the following days using the additional 202 gpd capacity. Flows for training will be based on every individual using the restroom and toilet. This should be conservative on the high side since it is very unlikely that every single individual will use the restroom. Flows per person are based on 0.4 gallons per hand washing plus 1.6 gallons per flush for a total of 2.0 gallons per person. Flows per individual for the pancake breakfast will be based on 1980 EPA Manual flows allowing 2.6 gallons per seating at restaurants. Keep in mind,in 1980 the low water use fixtures used today were not standard practice. Therefore 2.6 gallons per seating should be conservative on the high side. Occasional Flows Once per month training (20 people x 2.0 gal/person + 50% : 60 gpd p p 9 ( p p g p ) g Once per year pancake breakfast(100 people x 2.6 gal/person + 50%): 390 gpd This would equate to a required surge capacity of 930 gallons in the pump chamber(540 gallon plus 390 gallons). However,the system will be dosed every three hours. Based on 45 gallons per dose (2/3 of 540 gpd divided by 8 doses per day)the pump chamber will --dose 90 gallons to the drainfield (2 doses times 45 gallons per dose) during the 4 hour Q pancake breakfast. This would equate to an actual required minimum surge capacity of BQgallons in the pump chamber. This way the additional 202 gpd capacity added to the ( - system over and above that required for regular staffing can be utilized to dose out the ' l�'/ peak pancake flows over the next couple of days. �'v- These proposed flows are further supported by actual water use records. Attached is the - Chimacum Fire Hall water use analysis for the past two years. It appears the water use N" v t is greatest in the winter months. In emails with Chief Pomeroy,the number of individuals tfip staying at the Fire Hall stays consistent throughout the year and averages 3 to 4 people. t Therefore, it would appear that the higher flows during the winter months would be attributed to more frequent cleaning of the equipment(rainy,muddy,dirty roads). Average water use during the summer months over the previous two years is 180 gpd in actual water use with a peak of 188 gpd. Adding 50%to peak flows equates to 282 gpd in design flows(keeping in mind that this figure includes extraneous water use even in the summer). Using a conservative 3 people maximum staying at the Fire Hall and extrapolating to 5 people equates to 470 gpd in design flows. Again, considering we are extrapolating from a conservative 3 individuals to 5 and considering actual water use figures will include flows that do not go into the septic system,the proposed design flow of 540 gpd should be more than adequate. ,. e Randy Marx Chimacum Fire Hall April 26, 2012 RECEVE ) Page 3of3 Please feel free to call or email if you have any questions. APR 2 6 2a12 Thanks, Jefferson County Env < mental Holt h CREATIVE DESIGN SOLUTIONS, INC. `�,��i�s ‘41, Ai ‘014,k A•r 14 irk."- /it Michael S. Deeney 1t�,00a off, `At Professional On-Site Wastewater `�t MICHAEL S. DEENEY ~... Treatment System Designer IC N DESIGNER :",/,/�,, ///, ,m..e,ll1 License No. 5100110 EXPIRES 06/18/ C:10ata1WpwlMemolChimacum Flre Hall(4-26-12 Ver.).wpd