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Home My WebLink About08- SITE PLAN1 ff PROJECT SITE 2590 E QUILCENE n C7i013, ,10 09 W �7 130L Q1 0� s DIRECTIONS TO WE 2590 E. QUILCENE RD., QUILCENE KK)Mf7 1 { DESLrR 1 M: PARCEL 701301006, RECORDS OF ,JEFFER ON N COUNTY WASHINGTON, AND LOCATED IN",, TIpN TOWNSHIP 27 NORTH, RANGE 1 CIS, �•JEFFERSON COUNTY, WASHINGTOI�± <` ------- -- ORIENT THE HOLES AND PH '` PARALLEL r0 THE` DEPTHS SHOWN IN ANY CONTOUR LINES BASED UPON AN AS: CALL DESIGNER PRIOR TO NEED FOR FIELD STAKING RELATION TO THE IRES SHOWN AN� S (AT ALLOwd a17NG BACKHOE SOIL HOLE OBSERVED BY CDS ON 9123119 & 10122119. HOLE LOCATIONS ARE APPROXIMATE ONLY AND ARE NOT BASED ON AN ACTUAL SURVEY. INSTALL TWO COMPARTMENT SEPTIC TANK, SIZE AS SHOWN. SEE DETAIL FOR SPECIFICATIONS. INSTALL 5' MINIMUM FROM BUILDING FOUNDATIONS AND PROPERTY LINES. SEE TANK DEPTH NOTEE, 4LL PUMP CHAMBER, SIZE AS SHOWN. SEE DETAIL SPECIFICATIONS, INSTALL 5' MINIMUM FROM DING FOUNDATIONS AND PROPERTY LINES. ,'Zff PUMP INLET CAN BE LOCATED UP FEET AWAY FROM AND UP TO 38 FEET LOWER ft,4TION THAN THE HIGHEST EFFLUENT DISCHARGE SCH. 40 /NS?R=rNEDUCE' 40 PVC PRESSURE EFFLUENT PETP TRANSPQO ,VIPE. SEE GENERAL CONSTRUCTION NOTES FOR MR—Jf SPECIFICATIONS. FY INSTALL Zwow� D3034 PVC GRAVITY SEWAGE '. 4" GSTP 1RAAAT 19 MINIMUM SLOPE (WITH 45- MAXIMUM ON SEWAGE LINES). SEE 'GSTP IN ARE GENERAL CONSTRUCTION NOTES. 4" GSTP SEE "4" GSTP" EXCEPT 90' ELBOWS ARE ALLOWED AND TO DETERMINE (S.T/P,C,) INSTALL WITH NO MORE THAN 1" FALL BETWEEN S,T. & MINIMUM P.C. CRUCL4_l TO MAINTAIN SURGE C•dPACIIY IN P.G. ) i / --- ---- �. O N"E rB. ;, z, OR N F" AlJ E CO SY ':.R AQUAWORX �. !•�' N �, F CONTROL PANELS USED. :. 2. INSTALLER SHA LL YER LOCATIONSATI 0 AND RELOCATE WATER LINES AS NE EDED EEDED TO A �c MINIMUM OF 10' FROM ALL SEPTIC SYSTEM • � -� COMPONENTS.. v - 7. INSTALL GALVANIZED L G L ANIZ ED WIRE MESH ON BOTTOM OM 8. OF DRAT F N IELD LATERALS TERAC (SEE SECT/ A -A . ( ON ) NOTE ABANDON EXISTING SEPTIC TANK AND f AN PUMP VAULT. - L 'J �.r YJ' C .. 4 r rF� •: �•. ?_yam k M- 0 F �jfi iiFl4FF :,: ;•,, ../i �h, ��: 5 s. NOTE 0 E PRESERVING T M' G TBMS. f , W 0 VICINITY 0 M CALL BEFORE YOU DIG NOTE.- CALL WORK DAYS N ADVANCE BEFOFE YOU IS A PLANNING DOCUMENT >t•,;;;r FOR cDNsrRucrlory uj- CALL 1-SW-424-5555 P RMIr l AP -V4E HEALTH DEPAR773EA ACCURACY NOTE LDV INSTALL LATERAL DISTRIBUTION VALVE (LDV) WITH SEPARATE FEEDER PIPES TO EACH LATERAL. THE LDV SHALL BE INSTALLED AT AN ELEVATION LOWER THAN THE LOWEST LATERAL. THE ENTIRETY OF EACH FEEDER PIPE SHALL BE INSTALLED AT AN ELEVATION LOWER THAT ITS RESPECTIVE LATERAL. SEE DETAIL. X TB DENOTES DEPTH IN INCHES FROM EXISTING GRADE TO TB=33.� TRENCH BOTTOM. TBM 1 TURNING BENCH MARKS (MAPPING CONTROL POINTS), 6" GALVANIZED SPIKE THESE PO/NTS MUST BE PROTECTED FOR RECORD DRAWING MAPPING (AD FELD STAK ING NG lF REOU/RED). PROPERTY LINES ARE BASED ON INFORMATION PROVIDED BY THE CLIENT AND ON JEFFERSON COUNTY AERIAL, LIDAR, AND ASSESSOR'S MAPS. PHYSICAL FEATURES SHOWN /N RELATION TO PROPERTY LINES ARE BASED ON INFORMATION SUPPLIED BY THE CLIENT. THE LOCATION OF PHYSICAL FEATURES IS BASED ON l ()CATION WITH A TOPCON CT-505 5" ROBOTIC TOTAL STATION, HAND COMPASS AND A COMBINATION OF PACING, TAPING, AND MEASURING WHEEL AND ARE NOT BASED UPON AN ACTUAL SURVEY. MAPPING AND TOPOGRAPHIC INFORMATION IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY. Design Notes Expected Flows Design = 480 gpd Maximum Actual = 320 gpd Expected Influent Quality Grease & Oil: 20 mg/L* BOD: 125 mg/L* TSS: 80 mg/L* TKN. 65 mg/L Treatment Level E WAC 246-272A-0I 10, Table 3 %MICHREL S. 20, 2019 10:45:26 a.m- REDMON 70i301006, 4 BDRM (REV. 7).DWG.DWG #;: 3 :------Drpwing; n "# ^=====$::= �DE�ENEYDecember USN$® DE D CREATIVE DESIGN SOLUTIONS, INC. 2019 rr:'- EXNAEG 06/18/20 REVISION DATE SEW`SYSTEM, PARCEL#701JO1006 'dI CREATIVE DESIGN SOLUTIONS V/CINI TY MAP\�� SP SystemPORTI�NGELES,rWASHINGTONp983182 S DRAWN BY: J. VINCENT & M. DEENEY SHEET 1 OF 10 1 DATE: 12IJ1119 FOR: FRANK REDMON Ot/BOX 278 30(27-1W) (;p8 (800) 395-7296, (360) 457-6353, EMAIL: MIKE@CDS4YOU.COM ON —SITE: CONTAMINATED MATEFIAL NOTE l THE MATERIAL THAT IS REMOVED FROM THE SYSTEM THAT HAS COME INTO CONTACT WITH WASTE / WATER MUST BE TREATED/DECONTAMINATED PRIOR TO FINAL DISPOSAL. THE MATERIAL FROM THE SYSTEM SHALL BE REMOVED AND PLACED IN THE LOCATION SHOWN ON SHEET 3 IN THE I DESIGN TO ALLOW FOR PATHOGEN DIE —OFF. THE MATERIAL SHALL BE PLACED IN LIFTS OF NO MORE THAN 6"-8", EACH LIFT COVERED WITH LIME. IT SHALL BE COVERED AND PROTECTED FROM EROSION (COVERED WITH PLASTIC OR 6 INCHES OF UNCONTAMINATED SOIL OR OTHER rff= APPROVED MATERIAL COVERED WITH STRAW, ETC.). OFF-517E.. USE THE SAME CRITERIA AS SPECIFIED FOR 'ON —SITE" EXCEPT THE LOCATION FOR THE .- STOCKPILE SHALL BE APPROVED BY THE HEALTH OFFICER AND SHALL MEET ALL REQUIREMENTS-- \ OF AN ONSITE SEWAGE SYSTEM (SETBACKS FROM SURFACE WATERS AND WELLS AND VERTICAL I TOP OF SEPARATION, ETC.). ANY ALTERATION OR MODIFICATION FROM THIS PROCESS MUST BE RE01 SLOPE AND APPROVED BY THE HEALTH OFFICER PRIOR TO START OF WORK. WATER/SEWER CROSSING. APPROVED DISPOSAL AREA FOR StPV N I SEE WATER/SEWER CROSSING PUMP VAULT AND ANY CONTAMINA NOTE, THIS SHEET F DRAINFIELD MATERIAL. SEE I MATERIAL NOTE, THIS SHEET. IFOUND FOUND 115' OHW FOUND PL LATH 0 60 I SURVEY PIN STBK LATH FOUND IRON FI SCALE /N FEET c 4 100 ' V 4 454'f 150' TBM 4--------------- TBM 61 I APPROXIMATE;- '? ( WATER PROPERTYk;''>;:;g; r� `' y! ION LINES EXISTING RESIDENCE I j 50' TBM ' •:;< • "' (2590 E. QUILCENE RD.�2A EXISTING I DRIVEWAYS CF> DRI ii+r��° 3 `= EXISTING I y iy ORDINARY HIGH WATER LINE=- ::__';, TOE OF s>''' SLOPE � / i ;. EXISTING i GRAVEL ! -. I I Y•:-:- - PARK NG i l O ` 4A s , f`C L�i-F!- 12='f TOM 2 •...' ++ . Q .d f s;:$ TYP• APPROXIMATE t PROPERTY- -- �• LINES b December 20, 2019 10:45:26 a.m. Drawing: REDMON 701301006, 4 BDRM (REV. 1).DWG.DWG M CREATIVE DESIGN SOLUTIONS, INC. 2019 / `Y IN EXISTING z• GRAVEL DRIVEWAY C4 TE 2009+ INITIAL & RESERVE w „ 1SEWER (PETP) CROSSING NOTE DRAINFIEL❑ AREA SyHERE THE PETP CROSSES THE WATER LINE THE PETP SHALL CROSS THE WATER LINE AT A 90- (7,169 SQUARE FEET) _ _2,lNGLE AT A DISTANCE OF 18 INCHES BELOW THE WATER LINE (FROM BOTTOM OF WATER LINE TO TOP OF PETP) FOR A DISTANCE OF 10 FEET ON EACH SIDE OF THE WATER LINE THE INSTALLER SHALL NOTIFY UfC QESIG'(/ER FOR INSPECTION OF TH1S CRO,S�5ING89DR TO BACKFA IF AUTHORIZED BY THE DESIGNER, THE INSTALLER MAY BACKFILL THE CROSSING WITHOUT INSPECTION ' IF THE CROSSING IS VERIFIED VIA DIGITAL PHOTOS WITH VISIBLE SCALE SHOWING THE 18 INCH SEPARATION AS WELL AS SIGN A "CERTIFICATION OF WATER/SEWER CROSSING" FORM AS PROVIDED BY THE DESIGNER. W J a LEGEND SEE LEGEND ON SHEET 1 NOTE: THIS IS A PLANNING DOCUMENT ONLY NOT FOR CONSTRUCTION NOT FOR CONSMUCT70NUN�L SEPTIC PERMIT IS PERMIT IS APPRD�D BY THE HEALTH DEPARTMENT REVISION DATE SEP C:: SYSTEM, PARCEL #701JO1006 "Oh CREATIVE DESIGN SOLUTIONS SITE PLAN Septic System Designs, Permits, a Inspections DRAWN BY: J. VINCENT & M. DEENEY '/ � �.O. BOX 2787, PORT ANGELES, WASHINGTON 98382 SHEET 2 OF 10 DATE: 121JV 19 FOR. FRANK REDMON 30(27-1 W) C$ (800) 395-7296, (360) 457-6353, EMAIL: MIKE@CDS4YOU.COM INSTALL 4" GSTP I ! CASE UNDER I (S- TIP. C.) INSTALL 1,250 // DRIVING SURFACES 1 INSTALL 1,000 GALLON P.C. f __ TBM GALLON S.T. f _ ' THIS TBM MUST BF f WATER/SEWER CROSSING. O I I SEE WATER/SEWER CROSSING I PRESERVED THROUGH i NC SHF��-- ��---.--- . ` EXISTING �Y -- _ APPROVED DISPOSAL AREA FOR TOP OF Qe�� 1 i COMPLETION OF . . �f < s - s h� SEPTIC TANK, PUMP VAULT AND CONSTRUCTION}'` ANY CONTAMINATED DRAINFIELD E SLOPE INSTALL f TANK AN DEPTH NOTE MATERIAL. SEE CONTAMINATED 4" GSTP TBM 3 14 f G�PTOPS OF TANKS SHALL NOT BE INSTALLED ANY DEEP MATERIAL NOTE, SHEET 2. 50' Z '� f !! y[I� ��4P� f PURPOSES LTHAN 3 T BELWOULD BI EISHED GRADE. BEST OR p TO INSTALL - 2Ce E D OF TANKS NO DEEPER THAN 12 INCHES E.• r u fi f EXISTING SEPTIC TANK AND PUMP (N$TAL' D ' ' 2 v UNDER SEPBO-00101. ABANDO Y NOTE. .. r PUMPING, REMOVING LID, AN SOIL OR + BY PUMPING, REMOVING, xG OF AT THE \, . v'�y THIS IS A PLANNING DOCUMENT ONLY j CASE UNDER 1 APPROVED DISPOSAL dN SHEETS 2 &�' Z j DRIVING SURFACES J. SEE ALSO, C - MATERIALS NOTE NOT FOR CONS77?UC710N UNTIL SHEET 2. PRQ1'- S RECEIPT, AND SEPTIC .- '`�`+. SEPTIC PERMIT IS APPROVED TANK ABANQ ' f0CATION TO DESIGNER >:•. EXISTING POWER 1 TRANSFORMER <" > BY THE HEALTH DEPARTMENT ��sriNe 150' . (USE DE . '. � `-WURM FOR ABANDONMENT THIS 17� _ CERTIFICA :y; PR THROUGH P r Q�jIS7RUCTlDN p EXISTING / 100- APPROXIMATE LOCATION I %- EXISTING WATER TOE OF i OF EXISTING PRESSURE{; LINE, LOCATION SLOPE l EXISTING WATER TRANSPORT, =A f PER OWNER. / LINE, LOCA710 PER OWNER. '..... I 4 IM1Ia OF 2.5" EXISTING l / SCI.1� ALL L PQRTI'ETP 8` ORDINARY HIGH / SHALL WATER LINE j. / G AN ELEVAT 60 THAN L EXISTING r TOP OF t. THIS TBM MUST f SLOPE i BE PRESERVED ;�• ExisnNc yy PUMP HOUSE �h THROUGH DPE COMPLETION OF 51011 CONSTRUCTION ! EXISTING MICHAEL S. QEENEY y GRAVEL EXISTING «<ii t; : S5 1 ;;::>::>:::.. •'. a' G DE8 PARKING TOP OF SLOPE ;: a;?D.. .? ::>,. S ::� � :.t•��dya C::: Y 5^k ss. EXPIRES 00110/20 LATERALS INSTALLED 50SET EXISTING DRAINFIELD B UNDER SEP80-00101, SEE SHEET 4. Ar., �- C _�; � ��= ,•>', :::..;� �•,:::�. �:,`. ,�. ;fin; `` � `S'T7 . a :■ i, `.1 ►:. INSTALL TWO NEW DRAINFIELD q . 7 .. [ . `::1 C.. ..� 5' LATERALS, SEE SHEET 4. 1 0 !} 1 ■ EXISTING TWO PARTY WELL TOM 2 0 20 / INSTALL LOV A l':, ::: •. (SEE LEGEND) f :.� / Air 1 \ HA �': ,-..``:, LEGEND SC4LE IN FEET / F11�F�E°.::..>. �,., ..� :' f� 7A�; s 1 • " ` + :s ' SEE LEGEND ON SHEET 1 s......../ / December 20, 2019 10:45:26 am. s�••' :;` �.�� Drawing: REDMON 701301006, 4 BDRM (REV. 1).DWG.DWG " . ....k a, C) CREATIVE DESIGN SOLUTIONS, INC. 2019 .w;;:;:;:::::::> _ REVISION DATE.SYSTEM, PARCEL 11701JO1006 � CREATIVE DESIGN SOLUTIONS Sl 1 C PL� N D E l f-1 �L A � � Septic System Designs, Permits, & Inspections DRAWN BY: J. V/NCENT & M. DEENEY � P.O. BOX 2787, PORT ANGELES, WASHINGTON 98362 SHEET 3 OF 10 DATE: 12/31/19 S OR: FRANK REDMON 30(27-1W) CDS (800) 395-7296, (360) 457-6353, EMAIL: MIKE@CDS4YOU.COM INSTALL 210'f OF 2.5" SCH. 40 PETP. ALL PORTIONS OF THE PETP SHALL BE INSTALLED AT AN ELEVATION LOWER THAN LOWEST LATERAL. L50'IN SETBACK FROM LINE OF ORDINARY ' HIGH WATER = l EXISTING / GRAVEL PARKING / / CHAR S. DEENE EXISTING BREAK IN SLOPE NOTE. THIS IS A PLANNING DOCUMENT ONLY NOT FOR CONSTRUCTION UNTIL SEPTIC PERMIT IS APPROVED BY THE HEALTH DEPARTMENT EXISTING GRAVEL PARKING THIS IBM MUST BE PRESERVED T RH OfJGN .COMPLETION Of CONSTRUCTION �. TBM 2 December 20, 2019 10:45:26 a.m. Drawing: REDMON 701301006, 4 BDRM (REV. 1).DWG.DWG V) CREATIVE DESIGN SOLUTIONS, INC. 2019 10 CEDAR EDAR 0A #'. r0 � / REMOVE S[ ppE I 12 "0 iFIR I � 1 REMOVE 1270 CEDAR / i REMOVE 7 0'0 SNAG' / j INSTALL LDV / (SEE LEGEND) REMOVE 6,0 HEMLOCK / / I/ REMOVE B"Or CEDAR ' REMOVr h A "o CEDA12-: t; s REMOVE 20 .' #�; 1210! FIR FIR.. 4 R. NEW DRAINFIELD LATERALS WITH VELLESS TRENCHES AT 6.0 FOOT 1) ON —CENTER. INSTALL 5 FEET ! FROM PROPERTY LINES . SEE ALSO, SECTIONS A —A & B—B. TB= T8=281 REMOVE 2610 CEDAR 8AI U -RE%fow APPROXIMATE LOCATION 15 0 OF EXISTING PRESSURE TB=38" CEDAR / TRANSPORT P REMOVE. {-� ,F 15 tia CEDA77�-V /;, ':.:. T8=33" REMOVE /*BOX INSTALLED UNDER SEP80-00101 /TiiYfi?>'3 - 470 3dj31V"AND DISPOSE OF IN SUITABLE LOCATION., CEDAR Qi*ii]$ CONTAMINATED MATERIALS NOTE. EXISTING DRAINFIELD LATERALS INSTALLED �•R t x: <' UNDER SEP80-00101, REMOVE ALL 4" I" `j'``►_-: ' ;:::::::' DRAINFIELD PIPING AND ROCK (SEE >:=>:=> ONTAMINAT A R r .. a r:: `0 C ED M TE IALS NOTE) AND t;:;,',;'•;,;:►,: _ •'� BUILD AS SHOWN IN TYPICAL TRENCH 110N5 A —A & B—B. ALSO, REGRADING L BE REQUIRED SO THAT THE BOTTOM AINFIELD LATERAL TRENCHES ARE NO THAN 36" BELOW FINISHED GRADE. yr V. °' .'• is i/.••. ;.''•r':yam i 7A REMOVE r 27110 ECL4fi L REMOVE £DAR OVE r HEMLOCK f 36 STUMP 3410 FIR 34 0 1/ TB �_ � CEDAR ti ICY) — TB=3 =4 — 0" / / LEGEND SEE LEGEND ON SHEET 1 SE pl� SYSTEM.. IPARCEL #701,301006 REVISION DATE SITE PLAN N DETAIL IL }$O )$ DRAWN BY: J. VINCENT & M. DEENEY J SHEET 4 OF 10 1 DATE: 1213V19 FOR: FRANK REDMON 7-1 REMOVE 1070 CEDAR OP f, . 100' WELL SETBACK `1 DAR 28'0 HEMLOCK kn [ f CREATIVE DESIGN SOLUTIONS Septic System Designs, Permits, 8 Inspections P.O. BOX 2787, PORT ANGELES, WASHINGTON 98362 CDS (800) 395-7296, (360) 457-6353, EMAIL: MIKE@CDS4YOU.COM SEPTIC TANK RISER NOTE 24" DIAMETER RISERS ARE REQUIRED OVER THE INLET AND OUTLET. SMALLER DIAMOLR RISERS SHALL NO+T 6E ALLOWED. 1 I" MIN. (TYP.) 2 ORENCO 24" DIAMETER RIBBED PVC W WO RISER WITH NEOPRENE GASKETED CS ti 2 FIBERGLASS LID WITH BOLT DOWN 2 6) S W —SCREWS, CAST INTO TANK LID OR --_� o ATTACH TO TANK PER MANUFACTURER'S RECOMMENDATIONS W ti AND SEAL WITH BENTONITE. 2 oo . . - . r 4 2" TO 3" DROP FROM INLET TO OUTLET W O� 5 J OOj O Q j APPROVED EQUIV) WITH 1/16"" FILTEA MEETING STATE AN REQUIREMENTS. MA Of CONVEN770N ITHIC POU SANK, INSTALL PER CTURERS RE T10N5 MINIMUM OF PEA GRAVEL (SEE SITE PLA7.�T-51TE PLAN DET __17E). XREF: ST2CR.DWG, STOFI.DWG TRCHSFR2. DWG September 02, 2019 11:50:37 a.m. Drawing: DTLSTMSTOWG.DWG M CREATIVE DESIGN SOLUTIONS 2019 TA ;,JETA "" ..rti•.`>'r!?.�'.�°''.' . NO SCALE GRADE TO DRAIN AWAY FRna1 TA■„ .4 3EL � DK OR 4LL ND ITY INSTALL FILTER HANDLE TO WITHIN 3" OF RISER LID. IN EXISTING PAVED AREAS PLACE 2" OF ASPHALT OVER TOP COURSE AND GRAVEL BASE FINISHED GRADE`F = F--2" CROWN IN AREAS OF 859 COMPACTION WRA SSING EXIS - NATIVE BACKFILL, COMPACT TO NW -` � 959 UNDER ROADWAYS AND 2" CRU$y TOP COURSE DRIVING AREAS AND 859' IN ALL 9-03.9(3). — I I 2 OTHER AREAS. 6"" GRAVEL BAS PER WSDOT/APWA I I PROVIDE SCH. 40 PVC ENCASEMENT 9-03.10. III N UNDER ROADWAYS AND DRIVING _ AREAS. IF NATIVE BACKFILL IS LESS UNEGUARD TYPE It OR EQUIVALENT I I THAN 2 FEET BELOW ROADWAYS AND TRACER TAPE MARKED SEWER" PER III DRIVING AREAS. THEN ENCASE PIPE WSDOT/APWA SECTION 7-11.3(10). = II IN DUCTILE IRON PIPE. III * FOR ALL ROAD CROSSING AND DRIVING INSULATED CONTINUOUS 10 GAUGE II A AREAS USE PIPE BEDDING PER COPPER TONING WIRE. FOR SPLICES, III • WSDOT/APWA 9-03.16. CONSTRUCT USE WATERPROOF WIRE CONNECTORS. 6" AlIN. 6" h11N.' I I PIPE J TRENCH AND INSTALL PIPE PER WSDOV BRING TONING WIRE UP INTO VALVE 0.D, 1 APWA 7-17.3. FOR AREAS OTHER BOXES, TANK RISERS (3" FROM RISER I I A • { THAN ROAD CROSSINGS OR DRIVING RIM), SERVICE CONNECTIONS, ETC. — s I I v AREAS USE 318" MINUS BEDDING MATERIAL NATIVE THAN 112 -. L FREE OF ROCK LARGER 24 MAX. PVC PIPE (IN LOCATIONS REQUIRING TWO OR MORE PIPS IN THE SAME TRENCH, THERE SHALL BE 1 " MINIMUM HORIZONTAL CLEARANCE BETWEEN PIPES). PVC PIPE TRENCH DETAIL NO SCALE NOTE: THIS DETAIL APPLIES TO ALL GRAVITY AND PRESSURE EFFLUENT AND SEWAGE TRANSPORT PIPES AS WELL AS THE SECTION OF MANIFOLD BETWEEN LATERAL TRENCHES (NO TONING WIRE BETWEEN LATERALS). EXCEPT FOR ROAD CROSSINGS TRACER TAPE AND TONING WIRE /S OPTIONAL FOR THE OWNER. REVISION DATE SEP T C TANK WITH OUTLET FILTER & PVC TRENCH DETAILS CREATIVE DESIGN SOLUTIONS Septic System Designs, Permits, 8 Inspections DRAWN BY: J. V/NCENT & M. DEENEY �—� p y p SHEET 5 OF 10 DATE: 121JI119 FOR: FRANK REDMON ®� P.O. BOX 2787, PORT-6353S, MAIL: MI E 98382 30(27-1 W) �$ (800) 395-7298, (380) 457-8353, EMAIL: MIKE@CDS4YOU.COM GRADE TO DRAIN AWAY FROM TANK IF A SAMPLING PORT IS REQUIRED, EXTEND THE INLET PIPE TO DIRECTLY BELOW THE SAMPLING PORT FL J W FIBERGLASS LID WITH NEOPRENE GASKET AND BOLT DOWN SCREWS FINISHED GRADE 5 J 24" DIAMETER RIBBED P a a a RISER WITH NEOPRENE GROMMETS�r o 2 IF THE LOW WATER PUMP OFF" LEVEL IS HIGHER THAN THE HIGHEST LATERAL THEN INSTALL AN o ANTI -SIPHON VALVE AT THIS LOCATION. W �u ~o ELECTRIC CONDUIT TO Z p CONTROL PANEL. ► • e r FASTEN +PER MANUFACTURER'S RECOMMENDATION AND SEAL WITH BENTONITE (TYP). 2.0" PVC BALL VALVE (FULLY OPEN DURING NORMAL OPERATION. TURN OFF FOR PUMP MAINTENANCE). - ORIENT VALVE TO ALLOW REMOVAL OF PUMP VAULT 2.0" SCH. 40 PVC PVU57-1819 PUMP VAULT WITH 2MESH BIOTUBE FILTER. I., 'EFFLUENT LEVEL CONTROL FLOAT ASSEMBLY WITH SINGLE CONTROL FLOATS. UT I A T I EDLINDANT OFF FLW LFVFL SHOWN CANNOT RF MAINTAINPn APnVF TnF e)r PlnMPF' XREF: PC 1 C 1 R. DWG, PCHH 1 A. DWG, PCTIA.DWG, CNIPC.OWG September 02, 2019 11:53:43 a.m. Drawing: OTLPCMST DWG.DWG Cn CREATIVE DESIGN SOLUTIONS 2019 ELECTRIC SPLICE BOX WITH CORD GRIPS{{ PVC UNION — }�! p" GRADE TO DRAIN MIN. AWAY FROM TANK 17- Tlt= PEA eRA�C-L Ar� FLOW INDUCER CHECK i VALVE s>x o :y? vivo 2.0" F REVISION DATE �`' M ' `CHAMBER DETAIL DRAWN BY: J. VINCENT & M. DEENEY SINGLE HIGH HEAD, TIMED DOSE SHEET 6 OF 10 1 DATE: 12/31/19 FOR: FRANK REDMON TRANSPORT PIPE,,-;_ GALLON TOTAL F 65 = >= :3>. 277 GALLON - RESERVES=_11 (PUMP CHAMBER zTE iG� TANK). 4.2" GALLON RESE r1YM (PUMP CHAMB F= HIGH WATER ALA 19.8" - 392 N SURGE CAPACI ;W TOFF" LEVEL 7 {" LEVEL ANIY. ? +' * PF500712 SINGLE PHASE, " f 230 VOLT FfFLU NT PUMP CAPABLE OF PROVIDING 37 GPM A. AT 56 FEET TOTAL DYNAMIC HEAD (TDH). A HIGH HEAD WELL TYPE PUMP MUST BE USED. 6" MINIMUM OF PEA GRAVEL AOLJAWORX TRANSDUCER NOTE IF AN AQUAWORX CONTROL PANEL SYSTEM WITH TRANSDUCER IS USED, THE BOTTOM OF THE TRANSDUCER BELL SHALL BE PLACED 1- LOWER THAN THE 77MER -ON/OFF' LEVEL SHOWN. 30(27-1 1 2. WS SHALL CONFORM TO WASHINGTON STATE DEPARTMENT OF GUIDELINES AND LOCAL HEALTH DEPARTMENT REGULATIONS. IP_- CHAMBER SHALL BE CLEANED OF CONSTRUCTION RESIDUE AND MOP TO FLUSHING AND PRESSURE TESTING. AN OR EMS, INC. OR AQUAWORX PANEL SHALL BE USED. THE CONTROL LL BE PLACED OUTS/DE ON AN EXTERIOR WALL OF THE RESIDENCE PRESSURE TREATED 4x4 POST (MINIMUM) WITHIN LINE OF SIGHT 0 •, MP CHAMBER. SINCE THERE__CAN BE A CERTAIN LEV£I THE CONTROL PANEL FOR THIS P ?%- '- - BER SHALL BE DESIGNED FOR ON -SITE APPLICATIONS AND BY AN APPROVED LISTING AGENCY, E.G. UNDERWRITERS LAROR 44 : UL) OR EQUIVALENT. THE CONTROL PANEL SHALL BE HOUSED /N A _3W W 4 (MIN/MUM) FIBERGLASS ENCLOSURE WITH HINGED DOOR AND PADLOCK ABLE LATCH. THE CONTROL PANEL SHALL INCLUDE AND PERFORM THE FOLLOWING ITEMS MARKED WITH AN X".- X FLOAT SWITCHES TO PERFORM THE FUNCTIONS AS SHOWN ON THE PUMP CHAMBER DETAIL. IF AN AQUAWORX PANEL /S UTILIZED TO PERFORM THE SPECIFIED FUNCTIONS THEN THE FLOATS SHOWN FOR THE 'TIMER ON/OFF" AND "HIGH WATER ALARM" WOULD BE REPLACED BY THE AQUAWORX PRESSURE TRANSDUCER. X A SEPARATE NON-RESEITABLE DIGITAL DOSE COUNTER FOR EACH PUMP (INCLUDE FUNCTION /N TIMER). X A SEPARATE PUMP RUNIELAPSED TIME METER FOR EACH PUMP (INCLUDE FUNCTION IN TIMER). X SEPARATE ON/OFF/MANUAL SWITCHES. THE REDUNDANT OFF" FLOAT SWITCH SHALL TURN OFF THE PUMP WHEN THE PUMP /S RUNNING ON "MANUAL". X AN ALARM SYSTEM LOCATED ON A DIFFERENT CIRCUIT THAN THE PUMP(S) SHALL ACTIVATE BOTH AUDIO AND VISUAL ALARMS AT THE EFFLUENT LEVELS INDICATED ON THE PUMP CHAMBER DETAIL. THE ALARM SHALL ALSO BE ACTIVATED AND LOCKED "ON" IF A CURRENT SENSOR /S INCORPORATED AND DETECTS A PUMP /S NOT FUNCTIONING. X A DIGITAL TIMER WHICH SHALL REGULATE THE FREQUENCY AND DURATION OF PUMP OPERATIONS. WHEN ACTIVATED, THE TIMER SHALL START IN THE OFF` MODE'. THE PUMP(S) SHALL START/STOP VIA THE TIMER 24 HOURS PER DAY AS FOLLOWS.- 6 DOSES PER DAY = 4.00 HOURS PER CYCLE 1 MINUTES, 28 SECONDS ON- 3 HOURS, 58 MINUTES, 32 SECONDS OFF" INTRINSICALLY SAFE CONTROLS (COMMERCIAL AND MULTI -FAMILY APPLICATIONS). OPERATE THE PUMPS SIMULTANEOUSLY (MULTIPLE PUMP SYSTEM ONLY). AUTOMATICALLY ALTERNATE THE PUMPS (MULTIPLE PUMP SYSTEM ONLY). CURRENT SENSOR(S) WHICH WILL ACTIVATE THE ALARM SYSTEM IF ANY PUMPS FAIL TO OPERATE (MULTIPLE PUMP SYSTEM ONLY). CREA�j SeptITIVEm DESIGN Designs,Permits IW P.O. BOX 2787, PORT ANGELES, WASHINGTON 98362 CD3 (800) 395-7296, (360) 457-6353, EMAIL: MIKE@CDS4YOU.COM PROVIDE 2" MINIMUM CLEARANCE BETWEEN VALVE HANDLES, TYP. REDUCING TEES, TYP. SAME SIZE AS PETP PRESSURE EFFLUENT TRANSPORT PIPE (PETP). SEE SITE PLAN(S). VALVE BOX OR PVC RISER WITH-VE`_}F7CIENl- SIZE TO PROVIDE 54775FAFS TO PVC GATE VALVES, CHECK IONS. BED VALVES AND UNIONS PEA GRAVEL AND SUPPORT EDGES OF 11 OR PVC RISER TO PROVIDE 1 " MINIMUM`j3 ' (] ALL PIPES AND PREVENT SETTLING OFOR PVC RISER. PROVIDE CLEANOUT WITH SWEEP ELL 1.25" PVC, TYP. ��C 1.25" PVC GATE VAL 1.25" PVC SWING TYPE CHECK VALVE, TYP. (NOT REQUIRED ON LINE TO LATERAL LOWEST IN ELEVATION) z'" • ALL S, TEES, NS SHALL BE SCH. 40 PVC. • KEEP T y IPES IN '' " INCHES MAXIMUM (12 INCHES MINIMUM) FROM FINISHED GRADE. ATTACH] FOAM IN5 <' TO BOTTOM OF LID. POSITION ALL VALVES AND PIPING IN A MANNER TO R MAIN': ,: BETWEEN f LA 7ER4 L DISTRIBUTIO N VALVES LDV XREF.- VALVES — LAT. DIST..OWG NO SCALE June 26, 2019 8.2J.26 a.m. j`'' "' Drawing., OTLLDVMST. DWG. DWG =:'•?> `> > Q CREATIVE DESIGN SOLUTIONS 2019 REVISION DATE LATRAL DISTRIBUTION VALVES (LDV) DRAWN BY: J. VINCENT & M. DEENEY SHEET 7 OF 10 1 DATE: 121JV19 FOR: FRANK REDMON AS NEEDED. 1.25" PVC FEEDER PIPE TO LATERAL, TYP. CONSTRUCT ONE FEEDER PIPE FOR -- - EACH LATERAL. SEE SITE PLAN(S) FOR NUMBER OF LATERALS. 0'r CREATIVE DESIGN SOLUTIONS Septic System Designs, Permits, 8 Inspections P.O. BOX 2787, PORT ANGELES, WASHINGTON 98302 7_ 1 `y) CD$ (800) 395-7296, (360) 457-6353, EMAIL: MIKE@CDS4YOU.COM PROVIDE "DIGGER'.S" 20 GAUGE, HOT DIPPED GALVANIZED WIRE MESH WITH 3/4 " HEXAGQNAL GEENINGS ACROSS ENDBE WIDTH OF TRENCH h t, tp:ZIoar h erboske t. comf wirerolls. h tml. SANDY LOAM BACKFILL. COARSER BACKFILL MAY BE USED BELOW THE TOP 4". BACKFILL WITH 2 " CROWN I STANDARD 36" WIDE BY 12" HIGH GR4VELLESS-1 CHAMBERS � ❑� ► ►III III=III- !!-IlI--= 18" TM. ,18" TYP. 36 " TYP. FINISHED GRADE WASHED .PEA GRAVEL OVER CHAMBER LOUVERS (COVER PEA GRAVEL WITH 4 OZ./SQ. YD. SPUNBOUND NYLON J FILTER FABRIC). M k -PVC LATERAL* *SEE TYPICAL TRENCH SECTION B—B. CAL GRA ECTION A NO SCALE XREF.• LATH 11, OPLAT2A, OPLAT2B December 13, 2019 11:07:49 a.m. Drawing: DTLLATAA.DWG.DWG n CREATIVE DESIGN SOLUTIONS 2019 S. DE REVISION DATE ` I''' "boA` ' �� T° �� `� �5, MONITOR/NG DRAWN BY: M. DEENEY & J. VINCENT GRAVELLESS CHAMBER TRENCH SHEET 8 OF 10 1 DATE: 121JV19 FOR: FRANK REDMON ORBIT UNDERGROUND PLASTIC VALVE BOX OR EQUIVALENT WITH TWIST LOCKING COVER. SELECT SIZE OF VALVE BOX TO PROVIDE FINISHED GRADE- SUFFICIENT OPENING B'i;EASILY REMOVE PVC CAP. SAW OFF 112 BOTTOM OF BOX ED TO WORK WITH FINISHED GRADE AND TOP OF G A£HAMBER. III-!!1=III-lIl-fll x >�,�� =III=III-111-III=ill=III Ed�k;, REMOVABLE PVC CAP. SAW CUT FOUR SIDES OF PORT FOR EASY RED 0049 MONITORING PORT TO GRAVELLESS CHAMBER IN A MANNER TO REMAIN SECURE >:=:=:BUD ENSURE ALL EFFLUENT FROM THE =:off 10E DRAINS BACK INTO THE CHAMBER. (4"" MINIMUM}�-. TOP OF GRAVELLESS -i'-% CHAMBER _LESS CHAR TION PORT NO SCALE N ORBIT UNDERGROUND PLASTIC VALVE BOX OR EQUIVALENT WITH TWIST LOCKING COVER. � FINISHED GRADE =Ill %�I�i�ll[ - lIC � = Ilf� III =III _III -III =III =III NO GAP F$L7WEEN 4" PVC RISER MALVE BOX TOP OF GRAVELLESS % CHAMBER THREADED PVC CAP THIS DISTANCE SHALL BE o° o ° o ° MADE THE SAME ON ALL 00 4" PVC RISER AS NEEDED 000�C. oLATERALS. 0 o Q0 0 0 ° 0 0 END OF GRAVELLESS TO REACH CLEANOUT CAP too ' 0. o o a0 Oo o O O° r'' CHAMBER O o OoPVC, OooO°O°°O° QO SAME SIZE AT LATERAL o° ° o0 ° °CREATE HOLE IN END OF CHAMBER 0 o Oo p 0 0 1" LARGER THAN LATERAL O O o 0 ° o Oo°O O o 0 Ono DRAINROCK OR`/ WASHED PEA GRAVEL *PVC LATERAL 6" RADIUS PVC ELL BOTTOM OF TRENCH OR UED * SEE TYPICAL TRENCH SECTION B—B MONITORING CLEANOUT PORT DETAIL NO SCALE C. 0. PORT DETAILS � �CREATIVE DESIGN SOLUTIONS Septic System Designs, Permits, & Inspections P.O. BOX 2787, PORT ANGELES, WASHINGTON 98362 30(27-1 W) CDS (800) 395-7296, (360) 457-6353, EMAIL: MIKE@CDS4YOU.COM NOTE (2 PORTS, EACH LATERAL) INSTALL OBSERVATION PORT WITHIN 5 FEET OF EACH END MOLF E009. OF THE GRAVELLESS CHAMBER TRENCH. SEE "GRAVELLESS CHAMBER OBSERVATION PORT DETAIL" IT WILL NOT BE REQUIRED FOR AN ORIFICE TO ALIGN WITH THE PORT (SYSTEM WILL BE PRESSURE TESTED VIA CLEAR RESIDUAL HEAD TUBES ATTACHED TO THE LATERAL END CLEANOUTS). INSTALLER SHALL PROVIDE ONE ADDITIONAL CLEANOUT CAP FOR EACH LATERAL WITH AN ORIFICE DRILLED IN CAP (LEAVE IN LATERAL END CLEANOUT). SEE MONITORING/CLEANOUT PORT DETAIL (TYPICAL, ALL LATERAL ENDS). 14 LOCATOR REBAR 3" BELOW GRADE. fl 112 ORIFICE SPACING XREF.• LATBII.DWG, MANIFLD2.DWG December 13, 2019 1:52:01 p.m. Drawing: DTLLATBB.DWG.DWG CREATIVE DESIGN SOLUTIONS 2019 REVISION I DATE DRAWN BY: J. VINCENT & M. DEENEY SHEET 9 OF 10 1 DATE: 12131119 PVC ELL, SAME ZE AS RISER PVC LA L WITH BUSHJAIR070 SIZE OF LATERAL. 1.25 CN. 40 PVC RISER, SIZE AS LATERAL. 4 LOCATOR REBAR FLOW GRADE. 40 PVC MANIFOLD WI7FP9 vc E SAME SIZE AS MANIFOLD BUSHING TO SIZE OF RISE SEE SITE PLAN DETAIL FO ZE OF OODE 6" MINIMUM V" R. IF Foul - `- ;SLOP , IDES AIVD1 FILL AS SHOWN. GRADE _ IT VALVE BOX OVE " PVC P,3'ur%IOWN IN MONITORINGfCLEAN PORT DETAIL. LATERAL --� I' MINIMUM CLEAR OF LATERAL—< 'I.STING DESIGN •>: F . - GRADE TYR SEE SE `''�A FOR TREND E REQUIREMENTS. F...h..;. 1.0" SCH. 4L -' a- �- ti, .-�x.M. PVC LATERAL-,:::: / IICIII-III=nI=III`i-111�111-III-III= III =III=III=III=1ff= f T=_ 1 ER ORIFICES, T. :t�ja4GE ALL _ �>JN "°�a '`I£i #i;:•i LAT. 1. : $ f $:" O.C. (3.00), 20 ORIFICES • ''`''`'''' M (3.00 ), 20 ORIFICES •!3;;€i"''' T 3: 36 C. (3.00), 20 ORIFICES $ 4: 36— (3.00), 17 ORIFICES Fi? $ *SEE TYPICAL TRENCH SECTION A A TYPIC : GRA `LLESS CHAMBER TRENCI %l, NO SCALE 7YP0kL TRENCH SECTION B-B GRAVELLESS CHAMBER TRENCH, END MANIFOLD FOR: FRANK REDMON SECTI WLW GRAVELLESS CHAMBERS rrr_III— rrl, Ire III_— 4" PVC III- NE TO ACCESS VALVE. w>: 4 LOCATOR REBAR 3" BELOW I - nl = Ifl = III III -Ilk = !II =III =III = III -ill —Ili V11 I \ 1 � L � FEEDER PIPE. SEE LDV DETAIL FOR PIPE SPECIFICATIONS. CREATIVE DESIGN SOLUTIONS ��bSeptic System Designs, Permits, d Inspections � P.O. BOX 2787, PORT ANGELES, WASHINGTON 98362 ,30(27_ 1Wy) (Ds (800) 395-7296, (360) 457-6353, EMAIL: MIKE@CDS4YOU.COM GENERAL CONSTRUCTION NOTES 1, SETBACKS FOR ALL SYSTEM COMPONENTS SHALL MEET CURRENT WASHINGTON 7. PIPE SPECIFICATIONS STATE WAC REGULATIONS FOR ON -SITE SEWAGE SYSTEMS, ALONG WITH ALL APPLICABLE WASHINGTON STATE GUIDELINES, AND CURRENT LOCAL HEALTH SEE PLANS AND CONSTRUCTION DATA FOR TYPE OF PIPE REQUIRED FOR VARIOUS DEPARTMENT / DIVISION REGULATIONS AND WRITTEN POLICIES, OR AS SHOWN SYSTEM COMPONENTS, THEN REFER TO FOLLOWING IN THESE PLANS, WHICHEVER IS MORE RESTRICTIVE. 2• THE CONTRACTOR SHALL ENSURE COMPATIBILITY BETWEEN RESPECTIVE CLASS 200 PETP, GASKETED JOINTS SUPPLIERS PRODUCTS (TANKS/RISER, ETC,), 2 INCH AND LARGER CLASS 200 PVC PETP SHALL BE EQUAL TO PVC PIPE MANUFACTURED BY PACIFIC WESTERN PIPE IN CONFORMANCE WITH ASTM 3, USE OF 'EQUIVALENT' PRODUCTS MUST BE APPROVED BY THE DESIGNER, D2241 SDR 21 CLASS 200 POLYVINYL CHLORIDE PIPE (PVC). ALL PVC PIPE JOINTS SHALL HAVE INTEGRAL BELL WITH FLEXIBLE GASKETED 4. CONCRETE TANKS JOINTS IN CONFORMANCE WITH ASTM D3139 AND F47Z ALL PVC PIPE JOINTS AND FITTINGS SHALL CONFORM WITH ASTM D2466 AND D2564. ALL CONCRETE TANKS SHALL BE MADE WATERTIGHT. GASKETED JOINT PIPE IS NOT ALLOWED IN PUMP OR SIPHON CHAMBE A CAST IN -PLACE RUBBER GROMMET WILL BE USED WHENEVER A PVC PIPE + CLASS 200 PETP, GLUED JOINTS aj�y PASSES THROUGHT A CONCRETE WALL. /�*-35 •••••„ 1.5 INCH AND SMALLER CLASS 200 PVC PETP SHALL BE G USE PEA GRAVEL BEDDING BELOW ALL TANKS. SAND FILL MAY ALSO BE USED TO PIPE MANUFACTURED BY PACIFIC WESTERN PIPE IN C WITH BED TANKS. SAND FILL SHALL BE WELL GRADED, PASS 1007. THROUGH THE 1/4 ASTM 112241 SDR 21 CLASS EDO POLYVINYL CHLORJ VC). ALL INCH SIEVE, AND PASS LESS THAN 107 THROUGH THE 200 SIEVE. THE SAND PVC PIPE JOINTS AND FITTINGS SHALL CONFORM D2466 AND FILL SHALL BE COMPACTED IN 6-INCH MAXIMUM LIFTS TO 957 MINIMUM D2564. RELATIVE DENSITY PER ASTM D155Z ALL TANKS SHALL HAVE SAND FILL PLACED IN THE SAME MANNER, x SCH 40 PETP, GLUED JOINTS�' BACKFILL AROUND ALL TANKS SHALL BE PLACED IN 12 INCH MAXIMUM LIFTS SCHEDULE 40 PVC PIPE SHALL BE EQUAL TO PVC PIPE RED B AND COMPACTED TO 85% RELATIVE DENSITY PER ASTM D698. PACIFIC WESTERN PIPE IN CONFORMANCE WITH ASTM D17 E17 40 POLYVINYL CHLORIDE PjPC (PVC), ALL PVC PIPE JOI h y�/'t:s 5. DRAINROCK SPECIFICATION "'�' FITTINGS SHALL CONFt7Rl>`y ASTM D8466 AND D8564.�!r'; F DRAINROCK SHOULD BE DURABLE AND RESISTANT TO SLAKING AND DISSOLUTION x GSTP -GRAVITY SEWAt€,_ IPE; AND MUST BE WASHED AT LEAST ONCE TO REMOVE ALL FINES THAT COULD CLOG THE INFILTRATIVE SURFACE, IT SHALL BE FREE FROM ORGANIC MATTER, SOIL, GSTP SHALL BE EQUAL 702PVC ACTURED BY PACIFIC ri" AND ANY MATERIALS USED FOR THE MAKING OF CONCRETE. DRAINROCK SHALL PIPE IN CONFORMANCE 1i?3=T13r�ST. IYVJNYL CHLORIDE PI BE 3/4 TO 2-1/2 INCHES IN DIAMETER, WITH NO LESS THAN 1007. PASSING A ALL PVC PIPE JOINTS FkfXiLZ;;.HAVE :=:SELL WITH FLEXIBLE 2-1/2 INCH SIEVE AND NO MORE THAN 57 PASSING A 1/2 INCH SIEVE BY GASKETED JOINTS IN COW-5 NCE WI ='D 2 AND F47Z P WEIGHT, FITTINGS SHALL C❑NFOf,'1 - }s ;ASTM DR46-------------- _: •" 6 THE SAND IN INTERMITTENT SAND FILTERS, OPEN BOTTOMED SAND FILTERS, 8, VATIONS OF LATERAL PIPf1. Nt IL TRATI VE SZfli@� ENGH /BED MOUNDS, AND SAND LINED DRAINFIELD TRENCHES MUST MEET ONE OF THE ETC. ), AND TOP GFW.ji--f EVATION FOl::` £iS _ , LTER BAST FOLLOWING GRADATION SPECIFICATIONS FOR EITHER ASTM C33 SAND MEDIA FOR �._VARY BY MORE THAL_ ::INCH AL l {� -_ IPA FINE AGGREGATE OR 'COARSE SAND MEDIA', THIS MEDIA CAN BE COMPRISED RIM.:=s>===_>=> w;,•, T OF EITHER MINERAL SAND OR EQUIVALENTLY SIZED CRUSHED A '•#i =>"' �'6.':t•. F. ALL .0 ., .:.:•.=::::::>:::::::;:::: g:>::::•: s:.::. ,.,, PARTICLE ,:#rCTION MATERIALS�WM':?, AND INSTALL LE SIZE DISTRIBUTIONS MA REBAR, ETC f:::: OR ABOVE GROU TO INSTALL = ALL LATERAL LE LLLL BE DRILLED AND CL I? OF PERCENT PASSING ALL BUR _ FF;y$ SYSTEM COMPON _ Ts_si�7 PIPING SHALL BE THOROUGHLY SIEVE PARTICLE ASTM C33 COARSE SAND ! FLUSHED .--LEANED PRIOR TO' /FiE TESTING. UNLESS IT IS BEING SIZE SAND MEDIA MEDIA/ ;; WORKED i THAT MOMENT, ALL _:J]PENINGS SHALL BE COVERED /u`la•:<8i>:^: SUFF _ (TO DESIGNER'S S+4•'.)4I TION) TO PREVENT THE ENTRANCE OF 3/8' 9. 50 mm 100 100 MATERIALS UN MATERIALS (SOILS, JNSTiUCT ION DEBRIS, ETC. ). NO ORGANIC NO. 4 4. 75 mm 95 to 100 95 to 100>f?y WILL BE ALLOWED IN ANYi;}!E FILL MATERIAL, C33 SAND, PEA NO. 8 2. 36 mm 80 to 100 80 to 100 ;•.;; a ROCK SPECIFIED < #]E•SE PLANS OR IN THESE NOTES. <;:.>::. NO. 16 1. 18 mm 50 to 85 45 to 85,,>.; °M., ,`. h;N;;"%•`:j.#; ;; NO. 30 0. 60 mm 25 to 60 _0 60 » / _ RESPpNSIi'-.-'£R INSTALLATION OF THE COMPLETE NO. 50 O. 30 mm 5 to 30 s2`;l•' ',;` -: >::::>:-;:-;:-;:.;::•>:•>:•> u #_S F ;.;:.;•: YSTEM C I.•', ANI1::EcCTRICAL ITEMS) AND ENSURING ALL NO. 100 0, I5 mM 0 to 1D,; xi7::4::_:;:._ •:•.• :::::::::;:, ELECTRICAL C41 CL71'RENT STATE AND LOCAL REGULATIONS. NO, 200 0, 075 mm 0 to,:------ 1s, 11. THE CONTRACTOR SHALL ANY AND ALL CHANGES IN OR DEVIATIONS FROM THE SE PLANS AND F `?:�. ``�` SP€• !CATIONS WITH APPR OVAL DATE AND AUTHORITY ADDITIONAL SA <=I}5=:CIFICATIONS G�--,,.. FOR SAID CHANGES, THIS INFORMATION SHALL BE FURNISHED TO THE s=>=sue', =% DESIGNER IN CLEAR LEGIBLE NOTES OR ON COPIES OF THESE PLANS AND/OR ;�c- ASTM C33 SAND MEDIA g;_;__;__;_::: COARSE SAND MEDIA = CHANGE ORDERS PRIOR TO APPROVAL FOR FINAL PAYMENT. THE CONTRACTOR ":=>:=>: SHALL ALSO, AT THE COMPLETION OF CONSTRUCTION, SUPPLY TO THE OWNER ALL x NO MORE THAN 457 RETAJNE="s x EFFECTIVE PARTICLE ANUFACTURER'S DATA ON SYSTEM COMPONENTS. BETWEEN TWO CONSECUTIVE SIZE (DID) ) 0.3mm x FINENESS MODULES FROM 2. 33t:. x UNIFORMITY COEFFICIENT x NO MORE THAN 3% OF THE MA A (1160 / DID) ( 4.0 "' y SHALL PASS THE NO. 200 SIEVE=�'' x FILTER MEDIA MUST WASHED. ' /may:,. June 06, 2019 8:21:04 a.m..................... Drawing: DTLCNMST.DWG.DWG F•_=' CREATIVE DESIGN SOLUTIONS 2019 REVISION DATE SEPOW, ' SYSTEM - GENERAL CONSTRUCTION NOTES DRAWN BY: J. VINCENT & M. DEENEY SHEET 10 OF 10 1 DATE: 121JV19 FOR: FRANK REDMON 12. CONSTRUCTION FQ_ STOCKPILING DRAINFIELD.,,--w= ]E t' 7RACrDR SHALL KEEP ALL UNAPPROVED CONSTRUCTION EQUIPME PILING OF CONSTRUCTION MATERIALS OFF THE PROPOSED DRAT IlRAINFIELD RESERVE AREAS AND 30 FEET DOWNSLOPE OF SAID A THE DESIGNER DETERMINES THAT THE AREA IS TOO WET FOR ; 4 BACKHOE WILL BE ALLOWED IN THE INITIAL DRAINFIELD _: T T}'A (NOT IN RESERVE AREA OR DOWNSLOPE) AND TRACK TYPE Ifs', ES W1I4l3LL17WED IN ALL AREAS. '!HOUND SYSTEFI:.A�DUND DETAIL SHEET NOTES, 13, CONSTRUCTION MOMON THE CONTRACTOR SFi A It. Y THE DESIGNER AND COUNTY HEALTH DEPARTMENT A MINIMUM OF 2 WEEKSTO THE INTENDED DATE FOR COMMENCEMENT OF CONSTRUCTION AND 4 -� INIMUM PRIOR TO THE FOLLOWING STAGES OF CONSTRUCTION (MARKE 'X'); PRE -CONSTRUCTION N-SITE WITH DESIGNER AND INSTALLER, X LAYOUT/STAKING OF T IELD LATERALS. PLOWING OF THE MOUND ON BIOFILTER SITE (THE DESIGNER SHALL BE PRESENT DURING THE,.;LOWING PROCEDURE). EXCAVATION OF BED OR GLEN BIOFILTER BASIN (JUST BEFORE PLACING PVC LINER), X EXCAVATION OF DRAINFIELD TRENCHES OR BED, EXCAVATION FOR ALL TANKS, PLACEMENT AND COMPACTION OF ALL FILLS. PLACEMENT OF ALL TANKS, LEAK TESTING OF SAND FILTER PVC LINER. X PRESSURE TESTING. THE SYSTEM SHALL BE COMPLETE AT THIS STAGE OF INSPECTION EXCEPT DO NOT INSTALL GRAVELLESS CHAMBERS OR PLACE BACKFILL OVER THE TRENCHES / BEBB; SEPTIC TANK, PUMP CHAMBER -ANB• ,4N14 P tBl 3FL5TARr- REVi EG "� A `,r�{fi111rri, vGAN &C BAGKF3FLI� . EXCEPT FOR SAID GRAVELLESS CHAMBERS AND BACKFILL, ALL SYSTEM COMPONENTS SHALL BE IN —PLACE AND FUNCTIONAL AT THIS TIME (INCLUDING L&I INSPECTION AND APPROVAL OF ELECTRICAL), PRIOR TO THE PRESSURE TEST THE CONTRACTOR SHALL PRESSURE TEST AND ADJUST THE SYSTEM TO SPECIFICATIONS, THE CONTRACTOR SHALL PROVIDE SUFFICIENT CLEAN WATER IN THE APPROPRIATE TANK(S) FOR PRESSURE TESTING OF THE SYSTEM, X FINAL INSPECTION OF COMPLETED SYSTEM. C, kA4TA\VPV%CNOTES\GENERAL CONSTR• NOTES . TXT CREATIVE DESIGN SOLUTIONS Septic System Designs, Permits, B Inspections P.O. BOX 2787, PORT ANGELES, WASHINGTON 98362 30(27-1 W) (800) 395-7296, (360) 457-6353, EMAIL: MIKE@CDS4YOU.COM