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HomeMy WebLinkAboutSEP2013-00008 - 04 DESIGN AFFIDAVIT 144/ 2 Reduced Size Drainfield for A?313 Parcel#701224005 &701224021 As required by the Jefferson County Health Department, 1, John Cowder hereby acknowledge and understand the following information as provided by Michael S.Deeney (Creative Design Solutions, Inc.) regarding the proposed reduced size septic system design as authorized by State Guidelines: • As with any septic system, the proposed system is designed to function satisfactorily as long as only typical residential strength waste water is introduced into the system in quantities typical for the designated number of bedrooms(all as outlined in the Operation and Maintenance Manual). A reduced size septic system does not have the safety factor available in a full sized septic system,therefore,as with any system, care must be exercised to ensure only typical residential wastewater strength and wastewater quantities are introduced into the system. If greater than typical residential wastewater strength and/or quantities were to be introduced into a reduced size septic system then there would be a greater possibility for drainfield failure than with a full sized system. Therefore, proper Operation and Maintenance of the system correspondingly more important than with a full sized septic system. • Washington State Department of Health (DOH) Guidelines authorize the septic system size reductions proposed in this design. Along with these reductions is a logical corresponding decrease of the "safety factor"in comparison to constructing a full size septic system. However,based on available research in accompaniment with recognition of DOH's allowance of reduced size septic systems, a full size septic system would be in excess of the amount required for a properly operated and maintained system. With this affidavit I acknowledge the responsibility and importance of ensuring proper Operation and Maintenance of this system in light of the lower safety factor inherent with septic systems constr cted smaller than full sized. 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I or-t z0 0rr' 2 r i o�-ryo � � Z II j /� In rn I t� n-Or O 2 O r'Oi //////._ '- .; , r y 2 O N z N m0 3r ono —"N/l ■ w a!�c?o�� ro v® em C ova/ J 25 --�1 c 2�arA y,+,� 4.•CO ."•..� O� I �... r1 ry :-.-1 ON O \ I Og rt, 0 n z �0 rn O Z I 0 'w I t-1 CD r I r L__ APPROXIMATE 200X+ INITIAL & RESERVE PROPERTY LINES DRAINFIELD AREA - h , (PER ZON10-00006) �1ap`l9// �:I'�- � ���25 FOOT S FROM Design Notes TOP OF SLOPE s /• Expected Flows !� AS Design =240 gpd 3 2 z Maximum Actual 4 o- TOP OF SLOPE PER =160 gpd h; s� 0' a- ZON 10-00006 k1gl. tik o. / 'd,�°�`, Expected Influent Quality 5 .∎g9' s� \4. N Grease&Oil: 20 mg/L BUILDING BOD: 125 mg/L I TSS: 80 mg/L / -' TOE OF SLOPE PER 69441°4 TKN: 65 mg/L ZON10-00006 0 60 / / -� • tiViieni h SCALE IN FEET < 5� '• anti 9 ti / �‘ TBM s k1 e- �r'0. FOUND SURVEY MARKER / 6 TQM 5 2 s, TBM 4 EXISTING TELEPHONE '9" /' 'O� r� oo y \ PED/STAL M ACCESS ' `�+� N `-1, JAN 2 4 2013 `,' /�/'►ANs- EXISTING POWER POLE `� ,�� ' \ ROUTE 5p �, cb tl'� OCCe---- _ I a 2 II �® V� �•q 11 6I fig' ` / m ......,_LITE . N 8sd5= BM 1 . /\,5x12- }}1�,,Qs ,pq p �s�' � \` �_ .. EXISTING T 0, �` WELL • Or (:),) \ VI" EXIS NG , 11111 1 i / II//e... ..... / I \ 1* It 441\ F- LEGEND \tq. , / STREAM 1 EXISTING BACKHOE SOIL HOLE OBSERVED FOR SPAAD tt I r.,N t /I / \ 5 �/ ar UNDER ZON 10-00006. SOIL HOLES 5 & 6 DUG �i}" ` �tih/ A! D '-' 5�0 FOUND SURVEY MARKER. DEEPER AND OBSERVED BY CDS ON 12/13/12. HOLE 3 _ % _ SP4� ELEV. 19.62 PER NTI. LOCATIONS ARE APPROXIMATE ONLY AND ARE NOT BASED t�� t>'�� �� •1( 0 5 vyt�� Q ~ EX/STING ABANDONED WELL (4'0 ON AN ACTUAL SURVEY.• 41% MICHAEL 5100 , � `I \ MEAN HIGH \ `�� ,O O�G�� ho r9 for/ ,j *, CONC.) WITH 10 FOOT SETBACK. S.T. PROPOSED SEPTIC TANK, SEE DETAIL FOR WATER G G EX/STING APPARENT WELL HOUSE. SPECIFICATIONS. `� MICHAEL S. DEENEY \S���G EX/STING GATE P.C. PROPOSED PUMP CHAMBER, SEE DETAIL FOR z' DE. `' % • 'J\ 1h SPECIFICATIONS. PUMP INLET CAN BE LOCATED UP TO ///////////////////////////////////l \ 10' /�/y�p/� �y� 200 FEET AWAY FROM AND UP TO 58 FEET LOWER IN EXPIRES /� \ ACCURACY NOTE ELEVAT iON THAN THE HIGHEST EFFLUENT DISCHARGE PROPERTY LINES ARE BASED ON INFORMATION PROVIDED BY THE CLIENT, SCH. 40 PROPOSED SCHEDULE 40 PVC PRESSURE EFFLUENT NOTE �� A THE "YOUNG PARCEL"AS RECORDED IN VOLUME 26 OF SURVEYS, PAGE Pip TRANSPORT PIPE. SEE GENERAL CONSTRUCTION NOTES THIS IS A PLANNING DOCUMENT ONLY \ ,00 / ` �1 a� 95, RECORDS OF JEFFERSON COUNTY WASHINGTON AND ON JEFFERSON FOR FURTHER SPECIFICATIONS \Z / COUNTY ASSESSOR'S MAPS. PHYSICAL FEATURES SHOWN IN RELATION TO PROPERTY LINES ARE BASED ON INFORMATION SUPPLIED BY THE CLIENT 4" GSTP PROPOSED 4"ASTM 03034 PVC GRAVITY SEWAGE INCLUDING THE APPROVED SPAAD SITE PLAN AND MAPPING INFORMATION 9b TRANSPORT PIPE AT 1% MINIMUM SLOPE WITH 45' SEPTIC PERMIT I S APPROVED p• PROVIDED BY NTI ENGINEERING & SURVEYING. TOPOGRAPHIC INFORMATION IN THE VICINITY OF THE DRAINFIELD, SOIL HOLE 5 & 6 LOCATIONS, AND MAX/MUM ELBOWS. SEE GSTP" IN GENERAL BY 7HE HEALTH DEPARTMENT WELL LOCATIONS BY CDS IS BASED ON LOCATION WITH A TOPCON 8205A CONSTRUCTION NOTES. 5" ROBOTIC TOTAL STATION, HAND COMPASS AND A COMBINATION OF PACING, TAPING, AND MEASURING WHEEL AND ARE NOT BASED UPON AN TBM 1 TURNING BENCH MARKS (MAPPING CONTROL POINTS), 6" ACTUAL SURVEY. TOPOGRAPHIC INFORMATION DATUM: 19.62 FT ELEV. GALVANIZED SPIKE. THESE POINTS MUST BE PROTECTED January 07, 2013 5:14:16 a.m. ESTABLISHED BY NTI ON SURVEY MARKER NEAR WELLS. MAPPING AND FOR RECORD DRAWING MAPPING (AND FIELD STAKING IF Drawing: COWDERY 701224005.DWG.DWG TOPOGRAPHIC INFORMATION (IN VICINITY OF DRAINFIELD) IS TO BE USED REQUIRED). © CREATIVE DESIGN SOLUTIONS, INC. 2013 FOR SEPTIC SYSTEM PURPOSES ONLY. REVISION DATE SEPTIC SYSTEM, PARCEL #701224005 cge V1-2. ap CREATIVE DESIGN SOLUTIONS DRAWN BY: MICHAEL S. DEENEY SITE PLAN • MA ' ,W Septic System Designs, Permits, d inspections SHEET 2 OF 9 DATE: 1/7/13 FOR: JOHN COWDERY P.O. BOX 2787, PORT ANGELES, WASHINGTON 98382 I /7/13 22(27_1 W) am (800) 395-7298, (380) 457-6353, EMAIL: MIKE @CDS4YOU.COM SEPTIC TANK RISER NOTE 24" DIAMETER RISERS ARE REQUIRED OVER THE INLET AND OUTLET. SMALLER DIAMETER RISERS SHALL NOT BE ALLOWED. FINISHED GRADE V GRADE TO DRAIN J '' AWAY FROM TANK 1" MIN. (TYP.) 2 i --7,1- 7 f se , ORENCO 24" DIAMETER RIBBED PVC i RISER WITH NEOPRENE GASKETED y 2 a FIBERGLASS LID WITH BOLT DOWN 1- 1- CAST INTO TANK LID OR f Q 2 AG' •I JI SAL DESIGN ATTACH TO TANK PER � 't 1�,���� ,� f��' (� Coon MANUFACTURERS RECOMMENDATIONS ' AND SEAL WITH BENTONITE. F y 2 I 11 JAN 2 4 2013 1te I A • 1 I 2" TO 3" DROP FROM INLET TO OUTLET •FLOW II� 111 •n —I.II • I I I II '. i 41 W """' IN EXISTING PAVED AREAS PLACE 2" OF ASPHALT • bt • •p OVER TOP COURSE AND GRAVEL BASE c _ ' 4. o f1N/SHED GRADE— .1/4 2'CROWN IN AREAS OF 85R COMPACTION •i =111=111=111:7-111"=111=111=-1117-111 ~III= I=111=111=-111=111=111=111=1 — 4i �d FOR TRENCHES CROSSING EXISTING = III NATIVE BACKFILL, COMPACT TO � .+ OUTLET TEE WITH A ZABEL '; GRAVEL ROADS III = N 95% UNDER ROADWAYS AND \\w Q (A1800 SERIES) OR POLYLOK • 2" CRUSHED SURFACING TOP COURSE (I DRIVING AREAS AND 85%IN ALL \\� j ! (PL-68) OUTLET FILTER OR PER WSDOT/APWA 9-03.9(3). — _ OTHER AREAS. \\�_� �? APPROVED EQUIVALENT (ALL _ • J WITH 1/16" FILTRATION AND 6" GRAVEL BASE PER WSDOT/APWA _ III ;* PROVIDE SCH. 40 PVC ENCASEMENT _' MEETING STATE AND COUNTY . 9-03.10. — cv UNDER ROADWAYS AND DRMNG \\ . III — AREAS. IF NATIVE BACKFILL IS LESS : REQUIREMENTS. SOCK" TYPE LINEGUARD TYPE II OR II THAN 2 FEET BELOW ROADWAYS AND FILTERS WILL NOT BE EQUIVALENT TRACER TAPE I I — DRIVING AREAS. THEN ENCASE P/PE ALLOWED. MARKED SEWER". _ I , 1N DUCTILE IRON PIPE. • INSULATED CONTINUOUS 10 GAUGE II I •.•. • •••. '' TONING WIRE FOR SPLICES, USE _ ' i FOR ALL ROAD CROSSING AND DRIVING i.- KING TECHNOLOGY, INC. MODEL III •a I I 1O AREAS USE PIPE BEDDING PER• • . WSDOT/APWA 9-03.16. CONSTRUCT KING-6 TWIST-ON WATERPROOF TRENCH AND INSTALL PIPE PER WSDOT/ a A•• 8" TYP., — • 6"MIN•:4 :6"MIN., PIPE ' LL SIDES WIRE CONNECTORS OR EQUIVALENT • L O D APWA 7-17.3. FOR AREAS OTHER • V. (FOR TWO TO THREE 10 GAUGE III '` :• .':.• :,._ THAN ROAD CROSSINGS OR DRMNG a: WIRES). BRING TONING WIRE UP — • : • a AREAS USE 3/8"MINUS BEDDING NN__�•. . a •- i �• -• p . • INTO VALVE BOXES AND SERVICE I I _ MATERIAL OR NATIVE MATERLAL FREE OF • ,.i • tr . • a CONNECTIONS. I=III=III=III ROCK LARGER THAN 1/2". //_///—//Y///_///_—///-, //_///_//�///_///_///=///=y/� �/` I 24"MAX. PVC PIPE (IN LOCATIONS REQUIRING TWO OR MORE `,,`I / r MINIMUM IN THE SAME HORIZONTAL TCLEARANCE£BE7WEEN PIPES). —6" MINIMUM OF PEA GRAVEL INSTALL TPER NORMAL CONSTRUCTION STRUCTIONPPRACTICE �1�` f (SEE SITE PLAN OR SITE PLAN DETAIL FOR SIZE). ,11 1. �� PVC PIPE TRENCH DETAIL �v H . „ 4,,,,-, NO SCALE SEPTIC TANK DETAIL ��`e� � , � I~ ��`�� � �'� � .�,t 3 NOTE: THIS DETAIL APPLIES TO ALL GRAVITY AND PRESSURE EFFLUENT AND SEWAGE TRANSPORT PIPES AS WELL XREF.' ST 2CR. W DWG STOF1.DWG NO SCALE \,�,`%�`� Ad. S, DEE , AS THE SECTION OF MANIFOLD BETWEEN LATERAL TRENCHES (NO TONING WIRE BETWEEN LATERALS). EXCEPT FOR ROAD CROSSINGS, TRACER TAPE AND TONING WIRE IS OPTIONAL FOR THE OWNER. January 07, 2013 5:25:21 a.m. " ) • D . c y. ,, Drawing: DTLSTMST.DWG.DWG •///////////////////////////////////1 © CREATIVE DESIGN SOLUTIONS 2013 EXPIRES 06/18/14 REVISION DATE SEPTIC TANK WITH OUTLET FILTER & PVC TRENCH DETAILS MI CREATIVE DESIGN SOLUTIONS Septic System Designs, Permits, & Inspections DRAWN BY: MICHAEL S. DEENEY ®�� P.O. BOX 2787,PORT ANGELES,WASHINGTON 98382 SHEET 4 OF 9 I DATE: 1/7/13 FOR: JOHN COWDERY 13(30_2w) (;p$ (800)395-7298, (360) 457-6353, EMAIL: MIKE @CDS4YOU.COM FIBERGLASS LID WITH NEOPRENE GASKET AND BOLT DOWN SCREWS PUMP CHAMBER & CONTROL PANEL GRADE TO DRAIN FINISHED GRADE .�f 2" GRADE TO DRAIN AWAY FROM TANK Ii t MN. AWAY FROM TANK CONSTRUCTION NOTES viii ii_ _/i= # L�� - _ - z--74-S- _ - ELECTRIC SPLICE BOX .//// VALVE DOX or SUMC/CNT S e 24" DIAMETER RIBBED PVC -///- WITH CORD GRIPS ; 1. PUMP CHAMBER SIZC TO ACCOMMODATE GATE Q.a ru RISER WITH NEOPRENE GROMMETS i VALVE rLOW METER IF A SAMPLING PORT W * PVC UNION 2 i * .A, ALL PUMPS SHALL CONFORM TO WASHINGTON STATE DEPARTMENT OF IS REQUIRED, EXTEND o 2 IF THE LOW WATER PUMP OFF" LEVEL IS HIGHER / rM�rLOWMCTCR ( ). HEALTH GUIDELINES AND LOCAL HEALTH DEPARTMENT REGULAAONS THE INLET PIPE TO Y THAN THE HIGHEST LATERAL THEN INSTALL AN . QCD IN P Or rr 6lbIVCL DIRECTLY BELOW THE Q 2 ANTI-SIPHON VALVE AT THIS LOCATION, I THE PUMP CHAMBER SHALL BE CLEANED OF CONSTRUCTION RESIDUE AND #�o l'VC CA1C KALVC TO ADJUST SAMPLING PORT �" I,r V �' DEBRIS PRIOR TO FLUSHING AND PRESSURE ILSLING. H p ELECTRIC CONDUIT T i �Ilk t 1 .� SIZE AT TRANSPORT rIrE ///_ 2 o ct CONTROL PANEL, .....,,,,,.....�������//// ���® I t �r 2 CONTROL PANEL ///-%//= �,!L c�WI Fil .■+••• FLOW -,-///a---� ; THE CONTROL PANEL SHALL BE PLACED OUTSIDE ON AN EXTERIOR WALL OF• i I.'I • a.. ••• THE RESIDENCE OR ON A PRESSURE TREATED 4x4 POST (MINIMUM) WITHIN *FASTEN PER MANUFACTURER'S : TRANSPORT PIPE, SEE SITE PLAN. UNE OF SIGHT OF THE PUMP CHAMBER. SINCE THERE IS A CERTAIN LEVEL OF NOISE c RECOMMENDATION AND SEAL 11.0' = 519 GALLON CONTRACTOR SHALL DISCUSS THE LOCATION OF THE PANEL WITH THE OWNER WITH BENTON/TE (NP). �-TOTAL RESERVE VOLUME (DO NOT RECOMMEND PLACING ADJACENT TO BEDROOMS). THE CONTROL FLOW - ! PANEL FOR THIS PUMP CHAMBER SHALL BE DESIGNED FOR ON-SITE _ 11.0" 519 GALLON APPUCAIIONS AND BE CER7TFlE0 BY AN APPROVED LISTING AGENCY, E.G. . 2" PVC BALL VALVE (FULLY OPEN DURING 1 RESERVE VOLUME (PUMP UNDERWRITERS LABORATORIES (UL) OR EQUIVALENT. THE CONTROL PANEL • NORMAL OPERATION. TURN OFF FOR PUMP MAINTENANCE). FLOW CHAMBER & SEPTIC TANK). c� 4 q SHALL BE HOUSED IN A NEMA 4 (MINIMUM) FIBERGLASS ENCLOSURE WITH !• ORIENT VALVE TO ALLOW REMOVAL OF PUMP VAULT INDUCER 0" = 0 N G `g L013 INICLUDE D PERFORMLTHE FOLLOWING ITEMS MA ED WIIN AN '9 L 80 • .--------GALLON RESERVE VOLUME 2" SCH. 49-PVC CHECK . . 2= 4i p VALVE (PUMP CHAMBER ONLY), FLOAT SWITCHES TO PERFORM THE FUNCTIONS AS SHOWN ON THE• PUMP CHAMBER DETAIL IF AN AQUAWORX PANEL IS UTILIZED TO o o co 2 •• I PERFORM THE SPECIFIED FUNCTIONS THEN THE FLOATS SHOWN FOR Ce 0 _� HIGH WATER ALARM 7}fE TIMER ON/OFF"AND "HIGH WATER ALARM" WOULD BE • c �'e _�� . * PVU57-1819 PUMP VAULT WITH ° REPLACED BY THE AQUAWORX PRESSURE TRANSDUCER. o -n:• 1/8"MESH EFFLUENT SCREEN. • .v& •--_____ 23.0" = 506 -2(._ A SEPARATE NON-RESETTABLE DIGITAL DOSE COUNTER FOR EACH V eL ui __ '.• �' J :'.4.k ��� GALLON SURGE CAPACITY PUMP (INCLUDE FUNCTION IN AMER).• cc 3 \\\ I °• TIMER ON/OFF" LEVEL X A SEPARATE PUMP RUN/ELAPSED T7ME METER FOR EACH PUMP w'(n \\�_••• . , 2.0" (INCLUDE FUNCTION IN TIMER). .o ��� ' • REDUNDANT "OFF" LEVEL AND O U \\\_' • #EFFLUENT LEVEL CONTROL FLOAT ASSEMBLY WITH SINGLE CONTROL •• . �L SEPARATE ON/OFF/MANUAL SWITCHES. THE 'REDUNDANT OFF" L 2 2 =\� FLOATS. PLACE OUTSIDE PUMP VAULT IF THE REDUNDANT OFF FLOAT a 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 "MANUAL". EFFLUENT FILTER, I . .' o * PF301012 SINGLE PHASE, -L AN ALARM SYSTEM LOCATED ON A DIFFERENT CIRCUIT 774AN THE N 230 VOLT EFFLUENT PUMP PUMP(S) SHALL ACTIVATE BOTH AUDIO AND VISUAL ALARMS AT THE INLET HOLES AROUND PERIMETER : CAPABLE OF PROVIDING 3Q GPM EFFLUENT LEVELS INDICATED ON 7TH PUMP CHAMBER DETAIL THE . OF VAULT (PROVIDED BY ORENCO) O • ., AT 83 FEET TOTAL DYNAMIC HEAD ALARM SHALL ALSO BE ACTIVATED AND LOCKED ON" IF A CURRENT •.. (TOH). A HIGH HEAD WELL TYPE PUMP SENSOR IS INCORPORATED AND DETECTS A PUMP IS NOT FUNCTIONING. DRAIN PORT WITH NEOPRENE • MUST BE USED. 8" TYP., FLAP CHECK TYP. •• A DIGITAL TIMER WHICH SHALL REGULATE THE FREQUENCY AND ALL SIDES • ( ) • 6" MINIMUM OF PEA GRAVEL DURATION OF PUMP OPERATIONS WHEN ACTIVATED, THE TIMER SHALL START IN THE OFF"MODE. THE PUMP(S) SHALL START/STOP VIA THE �: • e • 4 •: •• • 4 . • • TIMER 24 HOURS PER DAY AS FOLLOWS f (: '• :. .. , % .:... ...' :i, 8 PER DAY = .3 HOURS PER CYCLE AOUAWORX TRANSDUCER NOTE DOSES s /iii///= iii-// #=/// /ice/ii=///----///.-.,--W-4/-= �AQUAMORX CONTROL PANEL SYS7EA/ WITH TRANSDUCER CONVENTIONAL SINGLE COMPARTMENT MONOLITHIC POUR SEPTIC TANK I eCS�D�t E7J THE BOTTOM THE TRANSDUCER BELL SHALL BE 1 MINUTES, 1 SECONDS ON" (SEE SITE PLAN OR SITE PLAN DETAIL FOR SIZE). INSTALL PER r.�,,p ��Q 1'LOWER THAW THE TIMER 'ON/OFT'LEVEL �MN. 2 HOURS, 58 MINUTES, 59 SECONDS OFF" NORMAL CONSTRUCTION PRACTICE WITH MODR7CATTONS AS SHOW pu, ` 0.., `' USE ALL SCH. 80 PVC RG��a f,C C�` CV - APPLICATIONS). S SAFE CONTROLS (COMMERCIAL AND MULTI-FAMILY PIPING Firriwcs IN PUMP CHAMBER DETA c9' e aye �,�%, ONLY). _ — OPERATE THE PUMPS SIMULTANEOUSLY (MULTIPLE PUMP SYSTEM PUMP CHAMBER. NO SCALE AA1, e. . �#∎'; f, ' _ AUTOMA77CALLLY ALTERNATE THE PUMPS (MULTIPLE PUMP SYSTEM *PROVIDED 1�b� 4.4s 4, V'� t 3 ONLY). OREGON, 9 ORENCO. H: (800)348/9843814 AIRWAY AVENUE, SUTHERLIN, �,+,,``I '- 4y� 1.e ' ANRR LIMPS FAIL SENSOR(S)TO OPERATE WILL ACTIVATE VE THE ALARM S ONLY). IF■ XREF: PCT 1A.DWG,GCN PC.DWG W G ,' MICHAEL 8. DEENE January 07, 2013 5:25:30 a.m, :-,., o el-r-=- Drawing: DTLPCMST.DWG.DWG -/////////////I////I//////////I/////1 © CREATIVE DESIGN SOLUTIONS 2013 EXPIRE8 OS/18/14 REVISION DATE PUMP CHAMBER DETAIL el CREATIVE DESIGN SOLUTIONS SINGLE HIGH HEAD, TIMED DOSE Septic System Designs, Permits, d inspections DRAWN BY: MICHAEL S. DEENEY P.O. BOX 2787, PORT ANGELES,WASHINGTON 98382 SHEET 5 OF 9 I DATE: 1/7/13 FOR: JOHN CO WDERY 22(27-1 W) CDS (800) 395-7298, (360) 457-8353, EMAIL: MIKE @CDS4YOU.COM PROVIDE CLEANOUT WITH SWEEP ELL PROVIDE 2" MINIMUM ® 1" PVC, TYP. CLEARANCE BETWEEN VALVE HANDLES, TYP. 1" rvc UNION, TYP. `,� 1" PVC GATE VALVE, TYP. �. 2 4 REDUCING TEES, IYP. T 4 N 2 4 20 3 ;'�,. 1" PVC UNION, TYP. 13 SAME SIZE AS PETP. •\ ''\\n 11.10011:%�� 1" PVC SWING TYPE CHECK VALVE, r:` ��` TYP. (NOT REQUIRED ON LINE TO / LATERAL LOWEST IN ELEVATION) PRESSURE EFFLUENT TRANSPORT , ,���� ����`, PIPE (PETP). SEE SITE PLAN(S). Q/ I� 1" !'VC UNION, TY(' I ���7 ,� DUSIIINC O' ���� ® ���a� � 7YT. AS NEEDED. 1I ♦17,, I 1" PVC FEEDER �l �`4 PIPE TO LATERAL, TYP. Q �,�� � CONSTRUCT ONE FEEDER PIPE FOR J I • �O EACH LATERAL SEE SITE PLANS) Q ` • ``'Py� FOR NUMBER OF LATERALS Ilik Vsio VALVE BOX OR PVC RISER WITH LID OF SUFFICIENT SIZE TO PROVIDE SATISFACTORY ACCESS TO PVC \<" GATE VALVES, CHECK VALVES, AND UNIONS. BED VALVES AND UNIONS IN 4" OF PEA GRAVEL AND SUPPORT EDGES OF VALVE BOX OR PVC RISER TO ��/ �•• t•� PROVIDE 1" MINIMUM CLEAR TO ALL PIPES AND SEWAGE DIS SAL DESIGN ::::k PREVENT SETTLING OF VALVE BOX OR PVC RISER. Approved fo �� struction ►►►►►►` ?Date ►►`` NOTES.• ►►```, , '1 d`m■; �'�,1 3 • ALL PVC, ELLS, TEES, & UNIONS SHALL BE SCH. 40 PVC. ►►►►►� ., . MICHAEL S. DEENEY • KEEP TOP OF PIPES IN LDV 18" INCHES MAXIMUM (12 INCHES MINIMUM) FROM FINISHED GRADE. ii-• , :Tro-rr�= ATTACH 2" RIGID FOAM INSULATION TO BOTTOM OF LID. POSITION ALL VALVES AND PIPING IN A MANNER -//////////////////////////////////11` TO REMAIN FULL BETWEEN DOSES. EXPIRES 00/18/14 LATERAL DISTRIBUTION VALVES (LDV) XREF.• VALVES — LAT. D1ST..DWG NO SCALE January 07, 2013 5:25:34 a.m. Drawing: DTLLDVMST.DWG.DWG ©CREATIVE DESIGN SOLUTIONS 2013 REVISION DATE LATERAL DISTRIBUTION VALVES (LDV) I CREATIVE DESIGN SOLUTIONS Septic System Designs, Permits, & Inspections DRAWN BY: MICHAEL S. DEENEY ®� P.O.BOX 2787, PORT ANGELES,WASHINGTON 98362 SHEET 6 OF 9 I DATE: 1/7/13 FOR: JOHN CO WDERY 22(27-1W) C;flg (800) 395-7296, (360) 457-6353, EMAIL: MIKE @CDS4YOU.COM ORBIT UNDERGROUND PLASTIC VALVE BOX OR EQUIVALENT WITH PROVIDE ALTERNATE BID TO OWNER FOR PLACING TWIST LOCKING COVER. SELECT SIZE OF VALVE BOX TO PROVIDE "DIGGER'S" 20 GAUGE. HOT DIPPED GALVANIZED FINISHED GRADE SUFFICIENT OPENING TO EASILY REMOVE PVC N SAW G OFF 1/2"i BOTTOM OF BOX AS NEEDED TO WORK WITH FINISHED GRADE WIRE MESH WITH 3/4" HEXAGONAL OPENINGS AND TOP OF GRAVELLESS CHAMBER. ACROSS ENTIRE WIDTH OF TRENCH —III—III—III—III—III k —III—III—III—III—III—III—III (http://gopherbasket.Com/gopher wire rolls.html). CREATE LIFT-OUT HANDLE In T E. _--I 1 USING 3/4" PVC TEE. I MI' REMOVABLE PVC CAP. SANDY LOAM BACKFILL. COARSER BACKFILL SAW CUT FOUR SIDES OF PVC MAY BE USED BELOW THE TOP 4". PORT FOR EASY REMOVAL OF CAP. PVC PLUG BACKF/LL WITH FINISHED GRADE ATTACH MONITORING PORT TO GRAVELLESS 2" CROWN CHAMBER IN A MANNER TO REMAIN SECURE ����� AND ENSURE ALL EFFLUENT FROM THE III=III= = -- ORIFICE DRAINS BACK INTO THE CHAMBER. WASHED PEA GRAVEL PVC MONITORING PORT (4" MINIMUM) TOP OF GRAVELLESS = OVER CHAMBER LOUVERS CHAMBER (COVER PEA GRAVEL WITH 7 4 OZ./SQ. YD. 'a I I I III / SPUNBOUND NYLON k FILTER FABRIC). i IAN n PVC LATERAL* k GRAVELLESS CHAMBER E III-III—II I—.eMil I OBSERVATION PORT DETAIL STANDARD 36" WIDE BY NO SCALE 12" HIGH GRAVELLESS CHAMBERS 18" TYP.-•■ 18" 1W.-0-- 36" TYP. ORBIT UNDERGROUND PLASTIC VALVE BOX *SEE TYPICAL TRENCH SECTION B—B. OR EQUIVALENT WITH TWIST LOCKING COVER. • + 1/2"� FINISHED GRADE TYPICAL TRENCH SECTION A—A =III=III=II►=III=III -III=III=III-III=III-III-III NO GAP ALLOWED BETWEEN NO SCALE e PVC RISER AND VALVE BOX TOP OF GRAVELLESS CHAMBER THREADED PVC CAP. APPLY PVC NM APPROVED LUBRICANT TO THREADS. il AGE v iSpO5AL DEIGN ° ° ° ° o :ooh° oo"0° °0 tCUCtton .00.70. 0° 00? o rove i to Co 4" PVC RISER AS NEEDED °° ° 0...0-.00 °° END OF GRAVELLESS app I TO REACH CLEANOUT CAP oo■o 0 0 0° oo ce / CHAMBER• \li//... Date PVC, SAME SIZE AT LATERAL w()°,43° •oo° o°° O0 CREATE HOLE IN END OF CHAMBER \{{\ o°0 0 00.--p�o 1" LARGER THAN LATERAL \ o0 0 p 0 \ ? o00. 0 Oo0 0 \\ 0. 0 V{AA V 1i� + DRAINROCK OR J \\.0.- �4j,'� '-.� //I/I WASHED PEA GRAVEL *PVC LATERAL \1 ' to ". Jr 6"RADIUS PVC ELL B07TOM OF TRENCH OR BED 1{{\\\ N.! 4 1 \ *SEE TYPICAL TRENCH SECTION B—B `1 MICHAEL S. DEENEY ~,1i, ■ ?7-1-- , MONITORING/CLEANOUT PORT DETAIL -7."/////////////////////////////////i I i XREF:• LATA 11, OPLAT2A, EXPIRES 08/18/14 NO SCALE OPLAT2B January 07, 2013 5:26:01 a.m. Drawing: DTLLATAA.DWG.DWG © CREATIVE DESIGN SOLUTIONS 2013 REVISION DATE TYP. LA T. SECT. A—A, OBS./MONITORING/C. O. PORT DETAILS MI CREATIVE DESIGN SOLUTIONS DRAWN BY: MICHAEL S. DEENEY ®�GRAVELLESS CHAMBER ' , Septic System Designs, Permits, d Inspections P.O.BOX 2787, PORT ANGELES,WASHINGTON 98362 SHEET 7 OF 9 ( DATE: 1/7/13 FOR: JOHN CO WDERY 22(27-1 w) cDS (800) 395-7296, (360)457-6353, EMAIL: MIKE @CDS4YOU.COM JAN 2 4 2013 OVIDE 6" MINIMUM OF COVER. IF ALL "EQU/RED, SLOPES SIDES AND NDS OF FILL AS SHOWN. PVC ELL, SAME -ZE AS RISER RNI • GRADE 6'1 11 111-- 6:1- PVC LA -.L WITH LATERAL 1.25" 0 SIZE OF I - - I-11 - 11- 4" PVC =111_I I_11 _III- 1.25" INSTALL ORBIT VALVE BOX OVE" NE TO ACCESS VALVE. NOTE/ SG 40 AS SHOWN IN MONITORING/CLEAN•• '/ 4 LOCATOR REBAR 3" BELOW ' P RISER PORT DETAIL. 41 , GRADE. • ,�Ilib' PVC LATERAL 1" MINIMUM CLEAR 1.25" SCH. 40 PVC LOCATOR REBAR OF LATERAL � I g MANIFOLD WITH PVC TEE I \.�r 3 ' LOW GRADE. ' SAME SIZE AS MANIFOLD WITH BUSHING TO SIZE OF RISER. I 1.25" 40 PVC INSTALL OBSERVATION PORT WITHIN 10 FEET OF MANIFOLD ' PVC TEE 1.2 CH. 40 PVC RISER THE DISTALL END OF THE GRAVELLESS CHAMBER TRENCH. SEE SAME SIZE AS N/FOLD WITH GRAVELLESS CHAMBER OBSERVATION PORT DETAIL". IT WILL NOT BUSHING TO SIZ •F RISER. !WE WOE PVC ELL, SAM AS RISER BE REQUIRED FOR AN ORIFICE TO ALIGN WITH THE PORT (SYSTEM WITH BUSHING TO OF WILL BE PRESSURE TESTED VIA CLEAR RESIDUAL HEAD TUBES_ LATERAL. ATTACHED TO THE LATERAL END CLEANOUTS). INSTALLER SHALL rn t PROVIDE ONE ADDITIONAL CLEANOUT CAP FOR EACH LATERAL WITH AN ORIFICE DRILLED IN CAP (LEAVE IN LATERAL END CLEANOUT). I VARIES, SEE SITE PLAN DETAIL I SEE MONITORING/CLEANOUT 5.0 FOOT DESIGN PORT DETAIL (TYPICAL, ALL I SPRAY HEIGHT, TYP. SEE SECTION A-A FOR TRENCH LATERAL ENDS). I DEPTH REQUIREMENTS. FINISHED GRADE III=III=III ; t M FH III=IIIEII1 III—III—III—III—III—III—III—III—III—III—III—III— -III—III—I11-111—III—III—III—III—III—III—III—III—I -I I—III—III—III-III-III— III—III—III—II -I I= -'I — I —ill—Ili- /4 LOCATOR REBAR I 3" BELOW GRADE. i — ¢�4 LOCATOR REBAR 1 • 1.00"SCH. 40 #4 LOCATOR REBAR � ti I PVC LATERAL 3" BELOW GRADE. 'I 3" BELOW GRADE. I L ° — -- ri n -- - (• I 11 11=111=III=11 III—III—III—III—III—III—III—III—III—III— —Ill—Ill— III—III—III—III—III—III—III—III—III—Inn' III / SEWAGE DISPOSAL DESIGN — 1/8" DIAMETER ORIFICES TYPICAL. PLACE Approved f r Construction FEEDER PIPE. SEE f / ALL ORIFICES IN TOP OF LATERAL PIPE. F' ! LDV DETAIL FOR 1 2 ORIFICE ORIFICE SPACING /J � 1, PIPE SPECIFICATIONS. SPACING vl _� LAT. 1: 23-3/8" O.C. (1.95), 19 ORIFICES D,)te LAT. 2: 23-1/4" O.C. (1.942 18 ORIFICES \1/Z�` LAT. 4: 22-15/16" 0.C. (1.91), 11 ORIFICES * \\\\\\ ... / / SEE TYPICAL TRENCH SECTION A-A \\\\g TYPICAL TRENCH SECTION B—B ,\\\v,,, ,r•Di(' .' \ rte_ Ve ,4.13 NO SCALE \\\\ h. d,L� i .t r 41 MICHAEL S. DEENEY U ■ . HONER EXPIRES 08/18/14 XREF.• LATB2.DWG MANIFLD2.DWG January 07, 2013 5:26:14 a.m. Drawing: DTLLATBB.DWG.DWG ©CREATIVE DESIGN SOLUTIONS 2013 REVISION DATE DRAWN BY: MICHAEL S. TYPICAL LATERAL SECTION B—B Mo CREATIVE DESIGN SOLUTIONS END MANIFOLD I t!? Septic System Designs, Permits, & inspections DEENEY �/ f A, �/ SHEET 8 OF 9 ( DATE: 1/7/13 FOR: JOHN CO i�Y DER/ P.O. 729 , (360)0)45 ANGELES, WASHINGTON DS4YO 22(27-1 W) (;�}$ (800) 395-7298, (380) 457-8353, EMAIL: MIKE@CDS4YOU.COM r GENERAL CONSTRUCTION NOTES 1. SETBACKS FOR ALL SYSTEM COMPONENTS SHALL MEET CURRENT Z PIPE SPECIFICATIONS 12. CONSTRUCTION EQUIPMENT AND STOCKPILING WASHINGTON STATE MAC 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 OR 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 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 OR SIPHON CHAMBERS 13. CONSTRUCTION INSPECTION ALL CONCRETE TANKS SHALL BE MADE WATERTIGHT. X 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 BIOFILTER 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 D1785-06 SCHEDULE 40 POLYVINYL CHLORIDE PIPE (PVC). ALL __ EXCAVATION OF DRAINFIELD TRENCHES OR BED. LIFTS AND COMPACTED TO 85% RELATIVE DENSITY PER ASTM D698. 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 I FLEXIBLE PVC HOSE _ LEAK TESTING OF SAND FILTER PVC LINER. DRAINROCK SHOULD BE DURABLE AND RESISTANT TO SLAKING AND JL PRESSURE TESTING. TIE SYSTEM SHALL BE CQYPLETE AT THIS DISSOLUTION AND MUST BE WASHED AT LEAST ONCE TO REMOVE ALL FLEXIBLE PVC HOSE SHALL BE AS PROVIDED BY ORENCO SYSTEMS, STAGE OF INSPECTION EXCEPT DO NOT INSTALL GRAVELLESS FINES THAT COULD CLOG THE INFILTRATIVE SURFACE IT SHALL BE INC., OR EQUIVALENT, AND SHALL BE RATED FOR A MINIMUM OF CHAMBERS DR PLACE BACKFILL OVER THE TREMGES / BEDS, FREE FROM ORGANIC MATTER, SOIL, AND ANY MATERIALS USED FOR 125 PS I (EQUIVALENT TO 270 FEET OF STATIC HEAD). SEPTIC TANG PUMP CHAMBER, AND ANY PROPRIETARY DEVICES THE MAKING OF CONCRETE. DRAINROCK SHALL BE 3/4 TO 2-1/2 (LL V. LIGHTS CAN BE BACKFILLED). EXCEPT FOR SAID INCHES IN DIAMETER, WITH NO LESS THAN 100% PASSING A 2-1/2 X 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 D3O34 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 FILTERS, MOUNDS, AND SAND-LINED DRAINFIELD TRENCHES MUST MEET INTEGRAL BELL WITH FLEXIBLE GASKETED JOINTS IN CONFORMANCE PROVIDE SUFFICIENT CLEAN WATER IN THE APPROPRIATE TANK(S) 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. X FINAL INSPECTION OF COMPLETED SYSTEM. THIS MEDIA CAN BE COMPRISED OF EITHER MINERAL SAND OR EQUIVALENTLY SIZED CRUSHED GLASS 8. ELEVA TIONS OF LATERAL PIPING, INFIL TRA TI VE SURFACES (TRENCH / a VA4TA'ww'CACTES\GaVERA,.mania. NOTES.n? BED BOTTOMS, ETC ), AND TOP OF RIM ELEVATION FOR GLENDON c JAN SIZE DISTRIBUTIONS BIOFILTER BASINS SHALL NOT VARY BY MORE THAN 1/2 INCH ALONG SEWAGE DISPOSAL JAN 2 4 201 EACH RESPECTIVE PIPE, SURFACE, OR RIM. PERCENT PASSING Approved f r 5trUCt.0r1 SIEVE PARTICLE ASTM C33 COARSE SAND 9. ALL CONSTRUCTION MATERIALS SHALL BE STORED AND INSTALLED IN A �{� A SIZE SAND MEDIA MEDIA CLEAN MANNER (PIPING, REBAR, ETC. SHALL BE SUPPORTED ABOVE 4 1(al I GROUND PRIOR TO INSTALLATION). ALL LATERAL ORIFICES SHALL BE 3/8' 9. 50 mm 100 100 DRILLED AND CLEANED OF ALL BURRS. ALL SYSTEM COMPONENTS AND Date Na 4 4. 75 min 95 to 100 95 to 100 PIPING SHALL BE THOROUGHLY FLUSHED AND CLEANED PRIOR TO Na 8 2. 36 rr, 80 to 100 80 to 100 PRESSURE TESTING. UNLESS IT IS BEING WORKED ON AT THAT Na 16 1. 18 mm 50 to 85 45 to 85 MOMENT, ALL PIPE OPENINGS SHALL BE COVERED SUFFICIENTLY (TO Na 30 0. 60 rw 25 to 60 15 to 60 DESIGNER'S SATISFACTION) TO PREVENT THE ENTRANCE OF Na 50 O. 30 rr 5 to 30 3 to 15 UNDESIRABLE MATERIALS (SOILS, CONSTRUCTION DEBRIS, ETC. ). NO 11/y Na 100 O .15 MM 0 to 10 (Prefer (4) 0 to 4 ORGANIC MATERIAL WILL BE ALLOWED IN ANY OF THE FILL MATERIAL, \\\\ Na 200 0. 075 r,n 0 to 3 (Prefer 0) C33 SAND, PEA GRAVEL, OR DRAINROCK SPECIFIED ON THESE PLANS OR IN THESE NOTES. \ . 1\ ADDITIONAL SAND MEDIA SPECIFICATIONS 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION OF THE \\\\�' Al COMPLETE SYSTEM (INCLUDING MECHANICAL AND ELECTRICAL ITEMS) \\\ 4 r1�("4 ,k,'- ASTM C33 SAND MEDIA COARSE SAND MEDIA AND ENSURING ALL ELECTRICAL COMPONENTS MEET ALL CURRENT STATE \\C�7' '4/��> A.13 AND LOCAL REGULATIONS. 0* ) �•'. X NO MORE THAN 45% RETAINED X EFFECTIVE PARTICLE \i\ r v'- 0-4" i BETWEEN TWO CONSECUTIVE SIEVES SIZE (D10) ) 0. 3mm 11. THE CONTRACTOR SHALL DOCUMENT ANY AND ALL CHANGES IN OR \\ 4'. df X NO MODULES OF FROM HE MATERIAL X (D60UNIFORMITY/ D ) (COEFFICIENT. DEVIATIONS SAID CHANGES.SPECIFICATIONS WITH APPROVAL SHALL \\\\\\ 51110 .` SHALL PASS THE Na 200 SIEVE. BE FURNISHED TO THE DESIGNER IN CLEAR LEGIBLE NOTES OR ON �\ MICHAEL S. DEENEY t. X FILTER MEDIA MUST WASHED. COPIES OF THESE PLANS AND/OR CHANGE ORDERS PRIOR TO APPROVAL ∎ «i*T3� 5 1 ;,,C 5- FOR FINAL PAYMENT. THE CONTRACTOR SHALL ALSO AT THE ij„�/„��„�„„�„��/���/,��/�/��/I‘ COMPLETION OF CONSTRUCTION, SUPPLY TO THE OWNER ALL EXPIRES 00/18h4 January 07, 2013 5:26:59 am. MANUFACTURER'S DATA ON SYSTEM COMPONENTS. Drawing: DRCNMST.DWG.DWG © CREATIVE DESIGN SOLUTIONS 2013 REVISION DATE SEPTIC SYSTEM - GENERAL CONSTRUCTION NOTES ° ) CREATIVE DESIGN DESIGN Permits,SOLUTIONS DRAWN BY: MICHAEL S. DEENEY '®� P.O.BOX 2787,PORT ANGELES, WASHINGTON 98382 SHEET 9 OF 9 I DATE: 1/7/13 ' FOR: JOHN COWDERY 22(27-1W) CAS (800) 395-7298, (360)457-6353, EMAIL: MIKE @CDS4YOU.COM r g 1 VAAAI// 701 \\\ \iir \\\\\\A! vvvv it 1. ::: \\\\ems; �,Yv`��ti G ( ,,,,,..411 cp \ \ .0,"%% NV MICHAEL S. DEENEY 701 7€8123100 ' ::9 7����� 70,E b PROJECT SITE I EXPIRES oa„� / 1425 CAMP DISCOVERY ROAD r 1 '` s NOTE 701 , a y THIS IS A PUWNING DOCUMENT ONLY 1 11 I4?'x. ; 1 NOT FOR CONSTR!lCTK1N UNIK N SEPTIC PERMIT IS APPROVED 7010 J e BY 7HE HEALTH DEPARTMENT w. 4 0122 ttx tlta e 'a.� .. 7'81 '' :Jrt^ 16 .. -`Ce '� � '.. I -, - / �.. b CALL BEFORE YOU DIG ,`k. 1 -” GALL 2 WCfV(DAYS N - `t ADVANCE 8 YOU O f DIG "701224003°` C 70122 r -t1 �' �,� � � ,.. CALL 1-800-424-5555 ¢( ' issue i'�01 70121 { �� a�t� `* '"I �'--,, 91 *e 1 4** ` � /`701271"701271003 ` - „ ate, yay �yv� y ~� � iA7d0�R7V! jf' v ,, --, "°�'+ 7/41271 z 4 , J N24 -- A V ., X1271000 { ,. p k 701271010 YD1 101 VP' 7011 701 1 ' ,fg, , SEWAGE DISPOSAL DESIGN ., Approve fo��onstruction 12e101 � Date DN�ECTfONS TO SITE ' ?t40 CALL 1425 OWNER #J ADVANCE MR CODE L70NGATE 0 =85111 S VICINITY MAP PROPERTY ESCR noN "YOUNG PARCEL"AS S DELINEATED IN VOLUME 26 OF SURVEYS, P5, RF EUN , WASHINGTON, AND AGE 9 LOCATED IN SECON JEFF 2 TOWNSHIP 27 NORTH, RANGE 1 WESRECOT,DS W.M.,O JEFFERSON RSON TI 2, COUNTYCO ,TY WASHINGTON (PARCEL NUMBERS 701224005 & 701224021). Jonuory 07 2013 5:14:16 o.m. Drawing: COWDERY 701224005.DWG.DWG © CREATIVE DESIGN SOLUTIONS, INC. 2013 REVISION - DATE - SEPTIC SYSTEM, PARCEL #701224005 & CREATIVE DESIGN SOLUTIONS Septic System Designs, Permits, d inspections VICINITY MAP \ . +' p Y DRAWN BY: MICHAEL S DEENEY O� '®� P.O.BOX 2787, PORT ANGELES,WASHINGTON 98382 SHEET 1 OF 9 ' DATE: 1/7/13 FOR: JOHN COWDERY 22(27_,w) CDS (800)395-7298, (380) 457-8353, ENTAIL MIKE @CDS4YOU.COY