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HomeMy WebLinkAboutSEP2013-00024 Jefferson County Department of Community Development 621 Sheridan St., Port Townsend WA 98368,(360)379-4450 SEPTIC PERMIT-APPLICATION PROPERTY OWNER Susan Lind ADDRESS 130 Pleasant Harbor Rd. Brinnon,WA 98320 PHONE (360)796-3600 SYSTEM DESIGNER: Michael S.Deenev Designer Phone#: ( 800 ) 395-7296 LEGAL DESCRIPTION: Section 10 Township 25 Range. 2W PARCEL#502104046° Subdivision Name V.1 of Short Plats.P.66 Division Block Lot(s) 2 Site address/Directions to site 130 Pleasant Harbor Rd.,Brinnon SOURCE OF SEWAGEIUSE TYPE OF WORK WATER SOURCE Residential X New Tanks(s)only X Private Residential ADU Modification Public X Commercial Expansion Community Upgrade Repair SITE SIZE 14.229 so.ft. SYSTEM TYPE Partial Repair-(tank) (drainfield) Previous Evaluat n� Conventional X Designate Reserve Area Yes Alternative Redesign No SYSTEM DETAILS Number of Gallons/day 240 Soil type n.a. Application Rate n,a. aal sq.ftiday Drainfield Length n.a. ft. Trench Width n.a. ft. Trench Depth n.a. in. Septic Tank size n.a. gal. Pump Chamber size. TYPE OF SYSTEM Sewage Lift Vault connection to Drainfield under SEP78-00216 /J PA;41- By signing the application form,the applicant/owner attests that the.irformation 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 resat in this permit being null and void. 1 further agree to save, indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs,reasonable attorneys 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 will later obtain permission to build a permanent residence or other structure on this parcel. Any future a! •Heaton will be separa ly judged by the rules and laws in effect at that time. • - .e.,4,2(.2 2—Di 3 • , Owner Sitature Date FOR OFFICE USE WRY Z b� 4/ /t PARTIAL ASBUILT " FI NAA °Li 1 ROVED INSPIPUMPTEST (4\,L t'1 PUD Ml ZP1 ALL HOLD REQ.MET Rec#J 3 Ctlecti. Case#SEP C.'tDatalWpwtCounty&State FonruUeHersonlSaptic Permit FamslTare OnlylLiel 502104046,wpd &cC)N ft) tKJEFFERSON COUNTY PUBLIC HEALTH 4 Nom; ' 615 Sheridan Street•Port Townsend•Washington •98368 www.jeffersoncountypublicheakh.org i-'none 3bU-3t3b-9444 Fax 3bU-3(9-44i/ ON-SITE SEWAGE DISPOSAL PERMIT PERMIT#: SEP13-00024 Date Received: 02/26/13 Date Issued: 02/06/14 SITE ADDRESS: 130 PLEASANT HARBOR RD BRINNON, WA 98320 Date Expires: 05/06/14 APPLICANT: SUSAN J LIND PHONE: THOMAS F LIND 130 PLESANT HARBOR ROAD BRINNON WA 98320 LEGAL DESCRIPTION: CEDAR COVE SHORT PLAT 2(LYING W OF CO RD) PARCEL#: 502104046 Section: 10 Township: 25N Range: 02 W DESIGNER: MIKE DEENEY PHONE: (800)395-7296 CREATIVE DESIGN SOLUTIONS PO BOX 2787 PORT ANGELES WA 98362 SYSTEM DESCRIPTION: PUMP CHAM TO INDIV SYS No. of Gallons per Day: 240 Type of work: NEW Drainfield Trench Septic Tank Length: feet Width: feet Depth: inches Size: 60 gallons 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. 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. Permit issued to CONSTRUCT, ALTER, REPAIR OR MODIFY AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM IN JEFFERSON COUNTY, WASHINGTON This 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 in JCC 8.15 as amended. This permit may not be renewed. Jefferson County Environmental Health Specialist This permit with conditions must be onsite during all phases of construction HEALTH DEPARTMENT MUST BE CONTACTED FOR FINAL INSPECTION. SPECIAL CONDITIONS APPLY - SEE ADDITIONAL PAGES CONDITIONS OF APPROVAL - PERMIT NO.: SEP13-00024 1.) This permit was issued to correct a violation of WAC 246-272A for the installation of a tank w/o a permit from the health officer. The permit must be completed within 90 days o f the dat e of issuance. 2.) H -The existing concrete foundation and slab that is over the drainfield as well as the shed must both be removed prior to final approval of this permit. 3.) Pump chamber shall be watertight and equipped with a control panel outside within line of sight of the pump chamber. The panel shall have an audio and visual alarm, a cycle counter and a riser to grade. It shall be UL listed and meet L&I requirements. 4.) Risers are required to grade with secured lids over both compartments and over the outlet of the septic tank for inspection and maintenance/monitoring.Minimum 20" riser over inlet. 5.) 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 246-272AAND 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 6.) Designer must be contacted prior to start of construction and for inspections during installation. DESIGNER IS REQUIRED TO DO A PRECOVER INSPECTION ON ALL TYPES OF SYSTEMS. 7.) Notification of the start of construction shall be faxed or emailed to Jefferson County Public Health ONE WORKING DAY prior to start. 8.) H -An asbuilt drawing and certification of completion by the Designer is required prior to final approval. 9.) 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. 10.) 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. 11.) 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. 12.) 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. 13.) 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. SEP13-00024 Page 2 of 2 \\tidemark\data\forms\F_SEP_Permitmod.rpt 2/6/2014 JEFFERSON COUNTY PUBLIC HEALTH, 615 SHERIDAN, PORT TOWNSEND WA 9$36&f .,„ CONSTRUCTION INSPECTION REPORT 114 02 For RECORD DRAWING Pr) s� ¢ r ' 3",-,442Z4-J�r Designer AI Permit# SEP Installer &_D s7- V Parcel # S_:=, a ¢ C)4 Electrician Design Flow Z 4 Property Owner .54)-70./Ai T1Yo/`- S 1-//-11-;> Site Address 130 ) 4-7.4S,4"/ 7 8 ' fib,/ BIz/ A/ W1, L,r4,19 Answer all questions or indicate NA Tanks, Pumps and Controls Date Insp. Tank (manufacturer, size, baffles) 5Xfs'A1C' ZoDO G46- z co/YP./ ,w,.1 re*r74447--ft-Ze- / Pump chamber (manufacturer, size) o1/404,,r1--Y" �F-, LV C�/7 A, ')V'i't, Screen(s)and/or Pump Shroud(type, location) /144. ZS Were Tanks tested onsite for water tightness Yes No Panel Model - 3 - laf/O/--?'8!?S Timer Model 7-7/- .45.1Z /� 'J gL .5�7 4-Z-/4--- 7-1'sWgs4114fl9Gz Tv one-� Pump 1 — 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 /3 5- #gallons/dose Elap. Time Meter Reading Pump Throttled? Yes/ No Dose Drawdown (in inches) 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 10/29/13 page 1 of 2 Pre-Treatment "pate Insp Sandfilter basin high water alarm shuts down pump to Sandfilter q Yes 1 No ✓UN O '< Sandfilter Basin size/location r 1r 4 en t It-o a"< Sand Fill met design spec? Yes/ No `o(., 'it),„.,,, ATU (manufacturer, model) Alarm tested Yeslib Q/0.. Disinfection Unit (manufacturer, type, model) Independent Alarm Yes/No Drainfield Transport Pipe Size/Sch. Manifold Size/Sch. Orifice Diameter Lateral Size/Sch. Barrier.Material Cover Material/Depth Residual Head (lat.#&ft. Head) Source/Manufacturer of Drainrock/Gravelless chambers Drainrock Clean? Yes / No If no, what action taken? Mound/Glendon Site Prep. Drainfield Length ft Width 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 Aquaworx panel settings: SWarn at , ZBios at ,Autoclear set at doses min-sec. pt/G a re/A-A-4-S kw/r hi OUr-4E'T,c747-e-i2. 5/ asv . p '5 7 S (4-2B-l4) Health Department Inspection issues resolved Yes/ No / NA If yes how? Users Manual Provided to Homeowner livirR Reeoie.r' 1jk'rfWW/'`'/la Date Tank/component Decommissioning Report Attached Yes / No CP Installer Certification attached/signed Yes / 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 7--6'--(4— (Permit Approval Date)or that changes have been noted and the system is in compliance with WAC 246-272. //rA49 / °S--/-- 5100110 Designer Signature Date License# 440,C:\Data\Wpw\County&State Forms\Jefferson\Construction ReportsWltemative sys ASBUILT 2010-2.FRM.wpd 10/29/13 page 2 of 2 4n L , APPROXIMATE hdZ9'� \ N ��1? t ✓C: 4'(2* ;- PROPERTY LINES 5 6/5212 69,,, �3+ lyecf. f J�j� DIRECTIONS TO SITE `� J- , 130 PLEASANT HARBOR RD., BRINNONf / r p�p��/ �/�p�p �� / N 6 LOT 2 OF PROPERTY CEDAR��DE T'AS RECORDED IN 5 6�29�9A N / / (�Q' ......1?`1+!Y VOLUME 1 OF SHORT PLATS, PAGE 66, RECORDS OF / 11 O ✓L Li SON COUNTY, WASHINGTON, AND LOCATED IN ••• SECTION 10, TOWNSHIP 25 NORTH, RANGE 2 WEST, W. O M., JEFFERSON COUNTY, WASHINGTON. I 0 / / FOUND SILEL FENCE IT POSTS. ON PROPERTY EXISTING RESIDENCE (� LINE, PER OWNER. (130 PLEASANT -J 0 HARBOR RD.) I°. Q` EXISTING / `' DRIVEWAY/ 1% / &A I t . ,, 3/ I I 04 _ _- - - -— FOUND IRON PIPE. / \\ APPROXIMATE EDGES OF ION PROPERTY LINE, / 11 l I I EXISTING PAVEMENT PER OWNER. l'',11 11 I,""" T / 11 ! \\ 11 1! / / \\ 11 0 I 1! !i RURT r i rI . ` ,,7 / ! 11 LINE FROM 121 PLEASANT HARBOR \0 ti', 1 !I / ROAD (PER SEP78-00216). \\\\t 4cP• 1/l 1/1 !/j / • N 80d I \\��C ., i ce`. I l !/ ,/ lY / 0 30 `1\\ or mama S. DEENEY 111/ / I!1! '1.7, -� t N 80031;)8+N SCALE AV FEET /////////////,/////////�,W,w///11, j 11 1! 1 1 3Z•;a' V1 8337 EXPIRES 08/18/14 I I! 11 ! 02212 APPROXIMATE 0 5 C N 8003,36+K' 1 PROPERTY LINES 67,82 \ 01 deo 221- 5 61100 May 05, 2014 12:29:51 p.m. IRON ROD. PROPERTY / Drawing: LIND 502104046 (REV. 2) RCD DWG.DWG.DWG CORNER, PER OWNER. 0 CREATIVE DESIGN SOLUTIONS, INC. 2014 / REVISION DATE SEPTIC SYSTEM, PARCEL #502104046 RECO� ® ] CREATIVE DESIGN SOLUTIONS DRAWN BY: MICHAEL S. DEENEY SITE PLAN/V p, D,� �/ LIND 141.W Septic System Designs, Permits, d inspections 98362 SHEET 1 OF 2 DATE: 5/5/14 FOR. SUSAN SA/V OG Tl 7 OMAS L Il V LJ DRAWING P.O.BOX , (3(360) ANGELES,WASHINGTON DS4Y0 10(25-2W) (�$ (800) 395-7298, (380)457-8353, EMAIL: PIKE @CDS4YOU.COM m g sT). z),,.!!p, oz--.-- 4iier k) to z _� k 0 �rFw, :!i: ; p q w N to = +� 117.N � lll�llli` d / /_ ��,k ,..-;;Ill M� N. $ r7 p ir m2 2 \%i/lllll 111 J 0O Z. o m ° O il /* j R1 in 41111110 . . w 0 (1) (r1 v., ,mipppop, Ad f;&,..,...!:!..,,Ir....________.Ts.gi \ IIIP . 1 0 illippo,„ , E , t� r. ,tot i I V4 ;r1 3° / z b t`^ti� E' :�i � .� O / �� F I V rr9 \ \ •70;::,,,,,,,--;;,1.. �' ti I if, / x; ! . 0 ° 1 .. 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CO C� a o-0 _ r .� Q, „ g v Ill CL d N w 0 ' `� N, cn CV o hi ��k • , � lip,H ; r P13� s�N _ Eck coi03 r'l el t 414101‘ , ....rn 0/i) b' N 2 Z O a IJtill 0. 0) vm N\0 ;,,tm im O co ti m 4 21 2 O O CI' Ni CA N / g eer, .. i _ N°I. kiq l klkeiv 10f .143 R n 4 - \ / t �� Wm �,ov N / 67 X mN�C N a) Cm 44 AO 00 g Z m w m \ en "a� \ S m`n Z J s�:Teg. 0 2 segi V .1 0 r;i CD \ SEPTIC TANK RISER NOTE ,, 24' DIAMETER RISERS ARE REQUIRED OVER THE INLET AND * t t OUTLET, SMALLER DIAMETER RISERS SHALL NOT BE ALLOWED. NOTE - 1- FINISHED GRADE THIS DETAIL IS FOR ILLUSTRATIVE r'' 1 I AWA�EFROM DRAIN PURPOSES ONLY FOR MODIFICATIONS - _ ; iii iii iiiii Ii i ii ii i�i/A i ii/ -° 1 —%�% � _ _ TO EXISTING 1978 SEPTIC TANK.1` MIN. (I?P.) s Q I i O RISER WITH NEOPRENE GASKETED �'��`o i IT IS REQUIRED TO INSTALL PVC FIBERGLASS LID WITH BOLT DOWN 2 y INSTALL FILTER HANDLE TO i_..-•SCREWS. CAST INTO TANK LID OR p i WITHIN 3` OF RISER LID. RISERS AS SHOWN ON THIS DETAIL. { ATTACH TO TANK PER ,, 1 I MANUFACTURER'S RECOMMENDATIONS y 0 CC 4 IT IS RECOMMENDED TO INSTALL PVC + AND SEAL WITH BENJON/IE. -I Z 0 4 • ,•. '. :� BAFFLES AND OUTLET FILTER AS• •• SHOWN ON THIS DETAIL. • MK 2" TO 3" DROP FROM INLET TO OUTLET - `—OW �li .Li co :' IN EXISTING PAVED AREAS PLACE 2"OF ASPHALT . 0 OVER TOP COURSE AND GRAVEL BASE • .*-I 00 • ' o O 1 FINISHED GRADE 2" CROWN IN AREAS OF 85X COMPACTION _�\ I =III=III=III=III=III=III=III=III I III= I=III=III=III=III=III=III— •a FOR TRENCHES CROSSING IX/ST/NG = III NAl)VE BACKFILL, COMPACT TO OUTLET TEE WITH A ZABEL '• GRAVEL ROADS• I�I) _ �+ 95X UNDER ROADWAYS AND •\\� (A1800 SERIES) OR POLYLOK 2" CRUSHED SURFACING TOP COURSE /DRMNG AREAS AND 85X IN ALL \\� 0 i (PL-68) OUTLET FILTER OR • PER WSDOT/APWA 9-0.3.9(3). - III _2 OTHER AREAS. \\�_�I • O APPROVED EQUIVALENT (ALL \w . 6" GRAVEL BASE PER WSDOT/APWA = • PROVIDE SCH. 40 PVC ENCASEMENT \ WITH 116" FILTRATION) AND 9-03.10. - I I N UNDER ROADWAYS AND DRMNG MEE77NG S T A T E AND COUNTY GE DISPOSAL DESIGN I I I AREAS IF NATIVE BACKF7LL IS LESS . REQUIREMENTS. SOCK` TYPE ' ` = THAN 2 FEET BELOW ROADWAYS AND SW FILTERS WILL NOT BE roved for r1 CliCtIOCl IVALE T T T1PE 11 OR II DRMNG AREAS. THEN ENCASE PIPE EQUIVALENT TRACER TAPE II _ • ALLOWED. C/ _ IN DUCTILE IRON PIPE. MARKED ^SEWER'. II • i FOR ALL ROAD CROSSING AND DRMNG INSULATED CON77N000S 10 GAUGE III '. ' . . II col AREAS USE PIPE BEDDING PER D� TONING W/RE. FOR SPLICES USE - •' !` KING TECHNOLOGY, INC. MODEL III '•,•••.".'. • :•: i •'••: - WSDOT/APWA 9-03.16. CONSTRUCT K 1NG-6 TWIST-ON WATERPROOF �1 `— ttt TRENCH AND INSTALL PIPE PER WSDOT/•e, A 8., •• WIRE CONNECTORS OR EQUIVALENT - 671171/N.‘• ( ` :6 •MIN.,•. it PIPE I 1 �- LL SIDES '• •'�- O.D. WI 7-17.3. FOR AREAS OTHER • (FOR TWO TO THREE 10 GAUGE (I I . ;%�..",•' .;,. _ , THAN ROAD CROSSINGS OR DRMNG •,: WIRES). BRING TONING WIRE UP - •,:••, y: ° I I v AREAS USE 3/8"MINUS BEDDING •..• a .r ,. • , • INTO VALVE BOXES AND SERVICE III '_ 1 MATERIAL OR NATIVE FREE• 1/2' //_///--//�/// - #:. ..+"///---='. -...---/ -...7/>7...4- ./.4• • 24"MAX PVC PIPE (IN LOCATIONS REQUIRING TWO OR MORE CONINT7L AIONOLITIIIC POUR SC!'J7C TANI( f'\ PIPES N L INSTA MINIMUM HORIZONTAL CLEARANCE BETWEEN PIPES). 6" MINIMUM OF PEA GRAVEL (CC SITE !'UN OR SITE PLAN DETAIL FOR SIZE,. ,,+ , PVC PIPE TRENCH DETAIL #EXISTING 1978 SEPTIC TANK. MODIFY AS SHOWN. ,,10% �t SEE "NOTE", THIS SHEET. +++1 �Y,,,r*• , /1,'j NO SCALE +,+++3 p kd: f �, �� NOTE: 1`' 4/ �W�Vii... THIS DETAIL APPLIES TO ALL GRAVITY AND PRESSURE EFFLUENT AND SEWAGE TRANSPORT PIPES AS WELL XREF.- ST2CR.DWG, STOF1.DWG SEPTIC TANK DETAIL ,++` Apo , AS THE SECTION OF MANIFOLD BETWEEN LATERAL TRENCHES (NO TONING WIRE BETWEEN LATERALS). TRCHSFR2.DWG �4% MICHAEL 8. DEENEY EXCEPT FOR ROAD CROSSINGS TRACER TAPE AND TONING WIRE IS OPTIONAL FOR THE OWNER December 18, 2013 11:15:41 a.m. NO SCALE «� :+.� D �. + Drawing: DTLSTMST.DWG.DWG ///////////////////////////////////I © CREATIVE DESIGN SOLUTIONS 2013 EXPIRES 0e/18/14 REVIS,oN D4T/13 SEPTIC TANK WITH OUTLET FILTER & PVC TRENCH DETAILS fra) CREATIVE DESIGN SOLUTIONS DRAWN BY: MICHAEL S. DEENEY / Septic System Designs, Permits. d inspections SHEET 4 OF 6 ( DATE: 2/21/13 FOR: SUSAN &' THOMAS LIND O. 729 , (3 0)45 ANGELES,WASHINGTON DS4YO 10(25-2W) cos(;�$ (800) 395-7298, (380) 457-6353, EMAIL MIKE@CDS4YOU.COM 4 ?* ITT FINISHED GRADE I "OR EQUIVALENT" SHALL BE CONSIDERED FOR ALL 14------;---1. �� COMPONENTS DESCRIBED ON Wastewater *EXISTING WOOD BOX RISER Roll p 18 x 3 Basin Dimensio THIS DETAIL. TO GRADE WITH LID. 1$" 6-.9 tw Goulds s Pum t' ,, Pumps GW P 1 Q X.3 O Assembled Wastewater EXISTING PVC TO %NSTALL HIGH WATER o1 it oX Packages EXISTING D-BOX ALARM FLOAT. SET AT lir INVERT ELEV. OF 410 INLET PIPE FEATURES •Choice of Pumps: 4"DIA. _ . ...,J,,,..14 • PV Vortex •PS Non-dog •WW05 Vortex -N ---f A9-2P A9-2PH •Roll Top 18x30 Polyethylene Basin F •Fully assembled at the factory for 3O T ON/OFF FLOADEMANO T simplified installation. 01, •Structural foam cover is strong and *INSTALL PVC SWING 1��0 fr corrosion resistant. TYPE CHECK VALVE, SAME SIZE AT PIPE. ■Vent grommets for both 2"and 3"vent PLACE AT LOW WATER — PUMP 0FF"LEVEL OR provided.Adds system flexibility and LOWER. EXISTING PUMP reduces inventory. Ay a _1r a.` ■Thermoplastic 4"uniseal inlet grommet. g 1111 ■Factory preset mechanical float switch DRILL 1/8" D/A. HOLE �- ,,`�k e for dependable automatic operation. IN PIPE s" MINIMUM BELOW LOW WATER ) 1.� 4 c t ■Torque stop insert to stabilize the pump. PUMP OFF"LEVEL. ' 11140 . ,11t i,; 9 P P P *EX/STING 60t GALLON SOLID C N � NON-CORROSIVE POLY TYPE PUMP•11°j (1A-t.1 `')'-'-z. fr •Swing type 2"check valve: �ESZG VAULT (MAKE a; MODEL NOT KNOW, ���'14 ' )�� ?A.-4', t� • A9-2PH rubber sleeve type ��D1SP� ' ���ADn HOWEVER, APPEARS TO BE SIMILAR TO 11 . • A9-2P compression type Cj�N� Con GOULD VAULT SHOWN IN THIS DETAIL). 11111°� ■Schedule 40,2"PVC discharge i e r.nnO or " GOULD PUMP REFLECTS UL AND IS OR MICHAEL 8. DEENEY pipe ILLUSTRATIVE PURPOSES ONLY FOR �� �► pEglp 1/8'bleed hole is factory installed. DIj'C.e INSTALLING CHECK VALVE, HIGH ALARM FLOAT, AND CONTROL PANEL. EXPIRES 06/18/14 For basin I it.d see basin bulletins BCPCWK21 . SPECIFICATIONS r additional r p GOU LDS PUMPS 18 x 30_Basin; •Roll top polyethylene basin PA NOTE •Usable capacity: 14 gallons THE CONTROL PANEL SHALL BE PLACED OUTSIDE ON AN EXTERIOR WALL OF THE RESIDENCE Goulds Pumps is a brand of ITT OR ON A PRESSURE TREATED 4x4 POST (MINIMUM) WITHIN UNE OF SIGHT OF THE PUMP Residential and Commercial Water. ■Dimensions: 18"w x 30"h VALULT. SINCE THERE MAY BE A CERTAIN LEVEL OF NOISE ASSOCIATED WITH THE OPERATION •Inlet:4"inlet grommet OF THE CONTROL PANEL, THE CONTRACTOR SHALL DISCUSS THE LOCATION OF THE PANEL WITH www.goulds.com THE OWNER (DO NOT RECOMMEND PLACING ADJACENT TO BEDROOMS). THE CONTROL PANEL FOR THIS PUMP CHAMBER SHALL BE DESIGNED FOR ON—SITE APPLICATIONS AND BE CERTIFIED BY AN APPROVED LISTING AGENCY, E.G UNDERWRITERS LABORATORIES (UL) OR EQUIVALENT. Engineered for life THE CONTROL PANEL SHALL BE HOUSED IN A NEMA 4 (MINIMUM) ENCLOSURE WITH HINGED DOOR AND PADLOCKABLE LATCH. THE HIGH WATER ALARM FLOAT SHALL ACTIVATE BOTH AUDIO December 18, 2013 1 1:28:41 a.m. AND VISUAL ALARMS AT 7HE EFFLUENT LEVEL INDICATED ON THE PUMP VAULT DETAIL THE Drawing: DTLPUMPVAULT.DWG.DWG CONTROL PANEL SHALL INCLUDE A PUMP DOSE COUNTER. © CREATIVE DESIGN SOLUTIONS 2013 REVISION DAT813 SEWAGE PUMP VAULT " CREATIVE DESIGN SOLUTIONS DRAWN BY: MICHAEL S. DEENEY Septic System Designs, Permits, & Inspections SHEET 5 OF 6 DATE: 2/21/13 FOR: SUSAN & THOMAS LIND P.O. BOX , (360)0045 ANGELES, WASHINGTON DS4YO 10(25-2W) j�$ (800)395-7296, (380) 457-6353, EMAIL: MIKE @CDS4YOU.COM GENERAL CONSTRUCTION NOTES L SETBACKS FOR ALL SYSTEM COMPONENTS SHALL MEET CURRENT WASHINGTON Z PIPE SPECIFICATIONS 12. CONSTRUCTION EQUIPMENT AND STOCKPILING y�� 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 DRAINFIELD - THE CONTRACTOR SHALL KEEP ALL UNAPPROVED CONSTRUCTION DEPARTMENT / DIVISION REGULATIONS AND WRITTEN POLICIES, OR AS SHOWN SYSTEM COMPONENTS, THEN REFER TO FOLLOWING: EQUIPMENT AND STOCK PILING OF CONSTRUCTION MATERIALS OFF THE PROPOSED IN THESE PLANS, WHICHEVER IS MORE RESTRICTIVE. DRAINFIELD AND DRAINFIELD RESERVE AREAS AND 30 FEET DOWNSLOPE OF SAID x CLASS 200 PETP, GASKETED JOINTS AREAS. UNLESS THE DESIGNER DETERMINES THAT THE AREA IS TOO WET FOR 2. THE CONTRACTOR SHALL ENSURE COMPATIBILITY BETWEEN RESPECTIVE CONSTRUCTION, A BACKHOE WILL BE ALLOWED IN THE INITIAL DRAINFIELD SUPPLIERS PRODUCTS (TANKS/RISER, ETC.). 2 INCH AND LARGER CLASS 200 PVC PETP SHALL BE EQUAL TO PVC PIPE CONSTRUCTION AREA (NOT IN RESERVE AREA DR DOWNSLOPE) AND TRACK TYPE MANUFACTURED BY PACIFIC WESTERN PIPE IN CONFORMANCE WITH ASTM VEHICLES WILL BE ALLOWED IN ALL AREAS 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 MOUND SYSTEM - SEE MOUND DETAIL SHEET NOTES 4. CONCRETE TANKS JOINTS IN CONFORMANCE WITH ASTM D3139 AND F47Z ALL PVC PIPE JOINTS AND FITTINGS SHALL CONFORM WITH ASTM D2466 AND D2564. 13. CONSTRUCTION INSPECTION ALL CONCRETE TANKS SHALL BE MADE WATERTIGHT, GASKETED JOINT PIPE IS NOT ALLOWED IN PUMP OR SIPHON CHAMBERS. THE CONTRACTOR SHALL NOTIFY THE DESIGNER AND COUNTY HEALTH DEPARTMENT A A CAST IN-PLACE RUBBER GROMMET WILL BE USED WHENEVER A PVC PIPE x CLASS 200 PETP, GLUED JOINTS MINIMUM OF 1 WEEK PRIOR TO THE INTENDED DATE FOR COMMENCEMENT OF PASSES THROUGHT A CONCRETE WALL. CONSTRUCTION AND 48 HOURS MINIMUM PRIOR TO THE FOLLOWING STAGES OF L 5 INCH AND SMALLER CLASS,200 PVC PETP SHALL BE EQUAL TO PVC CONSTRUCTION (MARKED WITH AN 'X'): USE PEA GRAVEL BEDDING BELOW ALL TANKS SAND FILL MAY ALSO BE USED TO PIPE MANUFACTURED BY PACIFIC WESTERN PIPE IN CONFORMANCE WITH BED TANKS SAND FILL SHALL BE WELL GRADED, PASS 100% THROUGH THE 1/4 ASTM D2241 SDR 21 CLASS 200 POLYVINYL CHLORIDE PIPE (PVC). ALL __ PRE-CONSTRUCTION MEETING ON-SITE WITH DESIGNER AND INSTALLER. INCH SIEVE, AND PASS LESS THAN 10% THROUGH THE 200 SIEVE. THE SAND PVC PIPE JOINTS AND FITTINGS SHALL CONFORM WITH ASTM D2466 AND FILL SHALL BE COMPACTED IN 6-INCH MAXIMUM LIFTS TO 95% MINIMUM D2564. _, LAYOUT/STAKING OF THE DRAINFIELD LATERALS RELATIVE DENSITY PER ASTM D1557. ALL TANKS SHALL HAVE SAND FILL - PLACED IN THE SAME MANNER. x SCR. 40 PETP, GLUED JOINTS __ PLOWING OF THE MOUND DR GLENDON BIDFILTER SITE (THE DESIGNER SHALL BE PRESENT DURING THE ENTIRE PLOWING PROCEDURE). BACKFILL AROUND ALL TANKS SHALL BE PLACED IN 12 INCH MAXIMUM LIFTS SCHEDULE 40 PVC PIPE SHALL BE EQUAL TO PVC PIPE MANUFACTURED BY AND COMPACTED TO 85%. RELA71VE DENSITY PER ASTM D698. PACIFIC WESTERN PIPE IN CONFORMANCE WITH ASTM D1785-06 SCHEDULE __ EXCAVATION OF SAND FILTER BOX OR GLENDON BIOFILTER BASIN (JUST 40 POLYVINYL CHLORIDE PIPE (PVC). ALL PVC PIPE JOINTS AND BEFORE PLACING PVC LINER). 5. DRAINROCK SPECIFICATION FITTINGS SHALL CONFORM WITH ASTM D8466 AND D8564. X EXCAVATION OF DRAINFIELD TRENCHES OR BED. DRAINROCK SHOULD BE DURABLE AND RESISTANT TO SLAKING AND DISSOLUTION x FLEXIBLE PVC HOSE AND MUST BE WASHED AT LEAST ONCE TO REMOVE ALL FINES THAT COULD CLOG __ EXCAVATION FOR ALL TANKS THE INFIL TRATIVE SURFACE. IT SHALL BE FREE FROM ORGANIC MATTER, SOIL, FLEXIBLE PVC HOSE SHALL BE AS PROVIDED BY ORENCO SYSTEMS, INC., AND ANY MATERIALS USED FOR THE MAKING OF CONCRETE. DRAINROCK SHALL OR EQUIVALENT, AND SHALL BE RATED FOR A MINIMUM OF 125 PS I __ PLACEMENT AND COMPACTION OF ALL FILLS BE 3/4 TO 2-1/2 INCHES IN DIAMETER, WITH NO LESS THAN 100% PASSING A (EQUIVALENT TO 270 FEET OF STATIC HEAD). 2-1/2 INCH SIEVE AND NO MORE THAN 5% PASSING A 1/2 INCH SIEVE BY __ PLACEMENT OF ALL TANKS WEIGHT, x GSTP - GRAVITY SEWAGE TRANSPORT PIPE __ LEAK TESTING OF SAND FILTER PVC LINER. 6. THE SAND IN INTERMITTENT SAND FILTERS, OPEN BOTTOMED SAND FILTERS, GSTP SHALL BE EQUAL TO PVC. PIPE MANUFACTURED BY PACIFIC WESTERN MOUNDS, AND SAND-LINED DRAINFIELD TRENCHES MUST MEET ONE OF THE PIPE IN CONFORMANCE WITH ASTM D3O34 POLYVINYL CHLORIDE PIPE (PVC). X PRESSURE TESTING. 77E SYSTEM SMALL BE CLMFLETE AT THIS STAGE BF FOLLOWING GRADATION SPECIFICATIONS FOR EITHER ASTM C33 SAND MEDIA FOR ALL PVC PIPE JOINTS SHALL HAVE INTEGRAL BELL WITH FLEXIBLE INSPECTION -- - - FINE AGGREGATE OR 'COARSE SAND MEDIA'. THIS MEDIA CAN BE COMPRISED GASKETED JOINTS IN CONFORMANCE WITH ASTM D3212 AND F477. PVC - - - -- OF EITHER MINERAL SAND OR EQUIVALENTLY SIZED CRUSHED GLASS FITTINGS SHALL CONFORM TO ASTM D2466 AND D2564. _ _ _� _ - EXCEPT FOR SAID GRAVELLESS CHAMBERS AND BACKFILL, ALL SYSTEM COMPONENTS SHALL PARTICLE SIZE DISTRIBUTIONS 8. ELEVATIONS OF LATERAL PIPING, INFILTRATIVE SURFACES (TRENCH / BED BE IN-PLACE AND FUNCTIONAL AT THIS TIME (INCLUDING L&I INSPECTION BOTTOMS, ETC.), AND TOP OF RIM ELEVATION FOR GLENDON BIDFILTER BASINS AND APPROVAL OF ELECTRICAL). PRIOR TO THE PRESSURE TEST THE PERCENT PASSING SHALL NOT VARY BY MORE THAN 1/2 INCH ALONG EACH RESPECTIVE PIPE, CONTRACTOR SHALL PRESSURE TEST AND ADJUST THE SYSTEM TO SIEVE PARTICLE ASTM C33 COARSE SAND SURFACE, OR RIM. SPECIFICATIONS THE CONTRACTOR SHALL PROVIDE SUFFICIENT CLEAN WATER SIZE SAND MEDIA MEDIA IN THE APPROPRIATE TANK(S) FOR PRESSURE TESTING OF THE SYSTEM 9. ALL CONSTRUCTION MATERIALS SHALL BE STORED AND INSTALLED IN A CLEAN 3/8' 9. 50 mm 100 100 MANNER (PIPING, REBAR, ETC. SHALL BE SUPPORTED ABOVE GROUND PRIOR TO X FINAL INSPECTION OF COMPLETED SYSTEM, NO. 4 4. 75 mm 95 to 100 95 to 100 INSTALLATION). ALL LATERAL ORIFICES SHALL BE DRILLED AND CLEANED OF Na 8 2. 36 mr, 80 to 100 80 to 100 ALL BURRS ALL SYSTEM COMPONENTS AND PIPING SHALL BE THOROUGHLY C.\n►Ti1\N°Y\CNOTES\LE PK Ca4S718 NOTES.TXT Na 16 1. 18 mm 50 to 85 45 to 85 FLUSHED AND CLEANED PRIOR TO PRESSURE TESTING. UNLESS IT IS BEING Na 30 0. 60 mm 25 to 60 15 to 60 WORKED ON AT THAT MOMENT, ALL PIPE OPENINGS SHALL BE COVERED NO. 50 0. 30 nn 5 to 30 3 to 15 SUFFICIENTLY (TO DESIGNER'S SATISFACTION) TO PREVENT THE ENTRANCE OF Na 100 0. 15 nn 0 to 10 (Prefer (4) 0 to 4 UNDESIRABLE MATERIALS (SOILS, CONSTRUCTION DEBRIS, ETC.). NO ORGANIC NO. 200 0. 075 mm 0 to 3 (Prefer 0) MATERIAL WILL BE ALLOWED IN ANY OF THE FILL MATERIAL,C33 SAND, PEA GRAVEL, OR DRAINROCK SPECIFIED ON THESE PLANS OR IN THESE NOTES ADDITIONAL SAND MEDIA SPECIFICATIONS 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION OF THE COMPLETE SYSTEM (INCLUDING MECHANICAL AND ELECTRICAL ITEMS) AND ENSURING ALL ASTM C33 SAND MEDIA COARSE SAND MEDIA ELECTRICAL COMPONENTS MEET ALL CURRENT STATE AND LOCAL REGULATIONS. `1 x NO MORE THAN 45% RETAINED x EFFECTIVE PARTICLE 11. THE CONTRACTOR SHALL DOCUMENT ANY AND ALL CHANGES IN OR DEVIATIONS �' BETWEEN TWO CONSECUTIVE SIEVES SIZE (D10) ) O. 3mm FROM THESE PLANS AND SPECIFICATIONS WITH APPROVAL DATE AND AUTHORITY �1�' PI Q♦�3 x FINENESS MODULES FROM 2.3 to 3. 1 x UNIFORMITY COEFFICIENT FOR SAID CHANGES THIS INFORMATION SHALL BE FURNISHED TO THE 0\ -7T.�Mfr.-`� LT/ �. �' x NO MORE THAN 3% OF THE MATERIAL (D60 / D10) ( 4. 0 DESIGNER IN CLEAR LEGIBLE NOTES OR ON COPIES OF THESE PLANS AND/OR \�Rf� r'�w� ,..'J''■ `2 SHALL PASS THE Na 200 SIEVE CHANGE ORDERS PRIOR TO APPROVAL FOR FINAL PAYMENT. THE CONTRACTOR �14 1 x FILTER MEDIA MUST WASHED. SHALL ALSO, AT THE COMPLETION OF CONSTRUCTION, SUPPLY TO THE OWNER ALL ,�� ° •j- d►A` MANUFACTURER'S DATA ON SYSTEM COMPONENTS 1�1 4? �p`` O aL 5100110 ^�h�ljj..i'- SEWAGE DISPOSAL DESIGN ‘0 0°MICHAEL 8. DEENEY Approved for Co t n = ucENSED bE/,,,, December 18, 2013 11:43:29 a.m. EXPIRES 06/18/14 Drawing: DTLCNMSLDWG.DWG Date ©CREATIVE DESIGN SOLUTIONS 2013 REVISION DATE SEPTIC SYSTEM - GENERAL CONSTRUCTION NOTES rAib CREATIVE DESIGN SOLUTIONS Septic System Designs, Permits, t inspections DRAWN BY: MICHAEL S. DEENEY ' ' P.O.BOX 2787,PORT ANGELES, WASHINGTON 98362 F SHEET 6 OF 6 I DATE: 2/21/13 /� OR: SUSAN &' THOMAS LIND 10(25_2w) cos (800) 395-7296, (360)457-8353, EMAIL: MIKE @CDS4YOU.COM r .'riot 1 .. .1�r IV 1 i. �� ��*� 1 'I 1 oit .1 / 6621 1 1 / jril ---- 1 , .w „,,,.... .. PROJECT SITE ' S 130 PLEASANT HARBOR RD., BRINNON ` t 9t a _ E y' L' - t sFr ids: � n� `�0 .Jr'./ �• �1 4� ,` ilk �,‘a . DEEI Y iH : ❑- ////////////////I\ - " 0618/14 .' E NOTE: THIS IS A PLANNING DOCUMENT ONLY NOTR CONSTRUO.17ON UNTIL SEPTIC PERMIT IS APPROVED BY THE TH DEPARTMENT DIRECTIONS TO SITE €s r le fjr�i —sr F r " r - 130 PLEASANT HARBOR RD., BRINNON °- PE DESCRPTION s LOT 2 OF CEDAR COVE SHORT PLAT AS RECORDED IN �� VOLUME 1 OF SHORT PLATS, PAGE 66 RECORDS OF JEFFERSON COUNTY, WASHINGTON, AND LOCATED IN SECTION 10, TOWNSHIP 25 NORTH, RANGE 2 WEST, 402 1' :-' W.M., JEFFERSON COUNTY, WASHINGTON. December 18, 11: (9 a.m. VICINITY /� Drawing: LIND 502104046 (REV 2).OWG.DWG V T H © CREATIVE DESIGN SOLUTIONS, INC. 2013 * (SEE SHEET 3) DATE 13 SEPTIC SYSTEM, PARCEL #5021 04046 ® ' CREATIVE DESIGN SOLUTIONS REVISION DATE VICINITY MAP ' , Septic System Designs, Permits, d inspections DRAWN BY: MICHAEL S. DEENEY ® P.O.BOX 2787,PORT ANGELES,WASHINGTON 98382 SHEET 1 OF 6 I DATE: 2/21/13 FOR: SUSAN �c THOMAS LIND 10(25-2w) CDS (800) 395-7296, (360) 457-6353, EMAIL: MIKE @CDS4YOU.COM Randy Marx From: Creative Design Solutions,Inc.Imike©cds4you.com] Sent: Thursday,February 06,2014 11:50 AM To: Randy Marx Subject Lind,130 Pleasant Harbor Rd.,Brinnon Hi Randy, It's okay to remove the pole shed shown on the plans for Susan and Tom Lind. 130 Pleasant Harbor Rd.,Brinnon. 502104046 Thanks, Michael Deeney Creative Design Solutions,Inc. 800-395-7296 www.cds4vou.com 1