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HomeMy WebLinkAboutSEP2001-00253 Jefferson County Department of Community Development '° .t 621 Sheridan St., Port Townsend WA 98368, (360)379-4450 i'.. D) SEPTIC PERMIT APPLICATION If r' � nPv7 PROPERTY OWNER BROWN FAMILY TRUST ER 0' ) 4 1.11 DEC 2 6 MAILING ADDRESS P.O. BOX 927 J CHIMACUM,WA 98325 JEFFCriaury 6UUN I DEPT. OF COMMUNITY DEVELOPMENT PHONE . i0)379-1663 SYSTEM DESIGNER TILLMAN ENGINEERING.INC. LEGAL DESCRIPTION: Sect. 23 ` Township 29N Range 02W PARCEL# 902-234-013(D.P.ON +2-234-007) Subdivision Name r boy S re Division Block Lot SITE LOCATION bl 282382 HWY. 101.PORT TOWNSEND,WA Zip Code •:K•: SOURCE OF SEWAGE: Residential Residential ADU Commercial X Community TYPE OF WORK: New Redesign Upgrade Repair X Partial(tank) (ft infield) field)_,_ Expansion Designate Reserve Area Conventional Alternative X Module Length 21.4 ft. ' Module Width 17.2 ft. Number of Gallons/day 240 GPD Module Depth 30 in. Number of Modules 2 Site Size 0.19AC. (DF ON 9.88 AC.) Septic Tank size 1000 gal. Pump Chamber size 1000 gal. Water Source: pvt PROPOSED public Soil type 4-5 (ATTACH SOIL EVAL) Previous eval: yes / no SEP Application Rate 0.7(<0.9 max)gal./sq.ft./day TYPE OF SYSTEM GLENDON BIOFILTER By signing the application form, the applicant/owner attests that the information provided herein is true and correct to the best of their knowledge. Any material falsehood or any omission of a material fact made by the applicant/owner with respect to this application packet may result in this permit being null and void. / further agree to save, indemnify and hold harmless Jefferson County against all liabilities, judgments, court costs, reasonable attorney's fees and expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit. I further agree to provide access and right of entry to Jefferson County and it's employees, representatives or agents for the purpose of application review and any required later inspections. Access and right of entry to the applicant's property or structure shall be requested and shall occur during regular business hours. Appeal - A person aggrieved of a decision of the Health Officer may appeal. Appeals sha},›r, 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 application will be separately judged by the rules and laws in effect at that ti - // / / a-. f '1 , IA i / /......ti_ « ' t /. --//--to ,. , i/� � �:✓l! i /T w c • Date FOR OFFICE USE ONLY�{esY� TL /7.1714:bb 2' St PARTIAL 3 ASBUtLT Zer FINAL A I APPROVED PRESS/TEST Z—It—01 PUD /r Fire District Planning District School District , Zone Date I Fee 5 • tr Rec## t 1 Z,J-1 S I Check# R 3(ov Case --,-;„.3,,.. .,,,.-__--..,d v Ja;/,r ov . . . . SEWAGE DISPOSAL PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend WA 98368 (360) 379-4450 (800) 831-2678 PERMIT #: SEP01-00253 Date Received: 12/26/01 SITE ADDRESS: 110 W UNCAS RD Date Issued: 02/15/02 PORT TOWNSEND, WA 98368 Date Expires: 02/15/05 APPLICANT: BROWN FAMILY TRUST / PHONE: (360)379-1663 PO BOX 927 CHIMACUM WA 98325 SUBDIVISION: BLOCK: LOT: T 31 PARCEL#: 902234007 Section: 23 Township: 29N Range: 02 W DESIGNER: TILLMAN ENGINEERING PHONE: (360)379-9661 PO BOX 1375 PORT HADLOCK WA 98339 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. 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 .yst-ms, co• fied 8.15 amended per ordinance no. 08-0921-00. This permit ma y not be renewed. Tef of rson oun y n ronmental Health Specialist The property owner is responsible for the accurate location of all property lines.Any removal of or major disturbance of soil in the primary or reserve drainfield area may create site conditions that are unacceptable for the installation of a sewage disposal system.Any change in drainfield or tank location may invalidate this permit unless prior approval is obtained from the Jefferson County Environmental Health Division. If during excavation or development of the site an area of potential archeological significance is uncovered,all activity in the immediate area shall be halted,and the UDC Administrator shall be notified at once. HEALTH DEPARTMENT MUST BE CALLED FOR FINAL INSPECTION. SYSTEM DESCRIPTION: 280-GLENDON BIOFILTER No. of Gallons per Day: 240 Type of work: REP Drainfield Trench Septic Tank Length: 21 feet Width: 17 feet Depth: 30 inches Size: 1,000 gallons SPECIAL CONDITIONS APPLY - SEE REVERSE CONDITIONS OF APPROVAL - PERMIT NO.: SEP01-00253 1.) All water line sewer line crossings must conform to the DOE requirements set out in the "Criteria for Sewage Works Design" December 1998. 2.) This septic system is not designed for commercial use, ie, no food service, commercial kitchen, etc. 3.) Future water supply to the store must be from an approved public source. 4.) Substantial and permanent vehicle barriers are required around the septic and pump tanks. 5.) A valid utility permit is required to cross under Store Road. 6.) Any future water supply line will need to meet the specified standards at that time. 7.) 25 FOOT SETBACK FROM FILLED IN DUG WELL MUST BE MAINTAINED FROM ANY TRANSPORT LINE. 8.) THE TRANSPORT LINE MUST BE 5 FEET AWAY FROM THE ROADSIDE DITCH/SURFACEWATER AND 18 INCHES BELOW THE INVERT OF THE DITCH/SURFACEWATER AS PER THE APPROVED WAIVER AND DESIGN. 9.) AS PER WAC 246-272 ALL ALTERNATIVE SYSTEMS REQUIRE MONITORING. THIS MONITORING IS PROVIDED BY AGREEMENT BETWEEN THE JEFFERSON COUNTY ENVIRONMENTAL HEALTH DIVISION AND THE JEFFERSON COUNTY PUBLIC UTILITY DISTRICT#1. THIS SEWAGE DISPOSAL SYSTEM WILL REQUIRE AN ACTIVE MONITORING CONTRACT WITH THE PUD#1 PRIOR TO FINAL APPROVAL OF THE SEWAGE DISPOSAL SYSTEM. 10.) Health Dept. required to observe pressure test when system fully installed/complete,48 hours notice to be provided for scheduling. 11.) An asbuilt drawing and certification of completion by the designer is required prior to final approval. 12.) Setbacks to all wells- 100'required from drainfield and reserve areas. 50' required from tanks and effluent transport lines. A public well requires a 100 foot setback from any sewage component. 13.) Contact designer prior to installation for staking of drainfield area. 14.) Divert all sources of drainage, including roof drains away from septic tank and drainfield area. 15.) The portion of transport line under the private driven ways is to be encased or equivalent. 16.) Existing tank shall be properly abandoned. It shall be pumped and filled with clean fill. Documentation to be provided to Health Dept. prior to final. 17.) This site has been granted a waiver from the state onsite sewage regulation 246-272-09501 Compliance with conditions of the waiver is required. 18.) Recorded easement required for primary and/or reserve drainfields. Easement recorded under AFN 450828 with the Jefferson County Auditors office. 2of3 11/22/99 1:\F_SEP_Permit.rpt 19.) 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. 20.) This onsite sewage system is designed for domestic strength wastewater only. Disposal of any other waste strength is considered a violation of this permit. 21.) 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. 22.) 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. 3 of 3 11/22/99 I:\F_SEP_Permit.rpt a* • JEFFERSON COUNTY COMMUNITY DEVELOPMENT- 621 SHERIDAN ST, PORT TOWNSEND WA 98368 CONSTRUCTION INSPECTION REPORT County Inspector(to be filled in by County) Date Inspected by County Designer /'-';'/"E Permit# SEP 0/- S-3 Installer C `re iPL4rs'fgv➢-cz Parcel # /%4"Z 73¢ O/3 ela7 Electrician Design Flow Z40 Property Owner LUG/LLB / 8P 4#/ Site Address 7 02332 h'Wy/p// )'3 T® ivsrnel 4) x8360 ITEM iv SIZE/MANUFACTURER/CLASS/SCHEDULE DATE Tank(size, baffles, risers, etc) 1040 1- 2 P/-+j tierdfAtzs- Z-I'7-Oci Pump chamber(size, baffles, risers, etc) (/ l 4%4'4, 2-/7-O'{. Screen(s)/Pump Shroud 'U''�� v- 2,G7- 497,6/O7' 'k �EGT .r� z-17-0l Float arrangement l500■14)012?e `- /v,5-r>oe Gr Z`-17-(29 Second pump-- Emergency Storage Above High Water Alarm (#gallons) 21 3 Z- /7-o9 Pump#1 h d0 S S,Z Pump#2 2-/7-07 Anti-siphon device Sandfilter basin high water alarm shuts down pump to Sandfilter Yes No Dose Counter Reading T441Z&Es/ f v.1=0.5-E5 Elap. Time Meter Reading a, lam=(Z 2-1 7-1)T Dose Drawdown (in inches) '-el'-", 2"d Basin #Gallons/dose /'(. 2nd Basin i Z-/�- Panel Model W,fd2 )C IPC- ,ZS Timer Model 144)0f14,‘,12 -CF Timer Functions: On time '5(G Off time qt/A/ $C z Other Timer functions &settings (e.g verride og( /7 rE).- Drove-"!o e9w iFL Transport Pipe z vSC1,/ ¢D Manifold Orifice size Lateral Barrier Material Cover Material/Depth Residual Head (lat.#&ft. Head) Sand Fill (met ASTM?) Sandfilter Basin Mound Site Prep Drainfield Length ft Width ft Depth inches COMMENTS (inspection notes, changes from design or deficiencies in installation)Attach additional sheet(s)if necessary A.uaworx Transducer set at 3/` above floor of tank. A•uaworx Panel Settin•s: Timer On/Off at O,/ High Alarm & Override Veto at t'7./N set at b ; to •et //./" SWarn at i#1 ZBios at 0'1 Autoclear set at Z doses. *l3/fci.-p L iD P c Y-G //t/ rp 17-/0 Users Manual Provided to Homeowner W/D"ff 'e-tv&-b 0/2.414-0/^e Date ATTACH RECORD DRAWING signed by Designer or stamped/signed by 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 apprO d t;iy'14s#fl t ; unty Z-15--�'Z--(Permit A.• .val Date)or that changes have been noted and the system is in compriance filth 11A0 G-272. 3-a-09 5-700 Designer Signature Date License # / / / *0 ' t I`` ` \ j , / \ RECORD DRAWING NOTE '1 ? // I \ THIS IS TO CERTIFY THAT THIS ON-SITE SYSTEM WAS INSTALLED BY CHARLES (BUTCH) \ \ / ill* \ SMITH WITH R.J. SERVICES IN ACCORDANCE WITH THE APPROVED DESIGN AND VERIFIED ! 4 / \ THROUGH OBSERVATIONS OF PRESSURE TESTING AND FINAL INSPECT7ON. TO THE EXTENT t + REVEALED BY THESE OBSERVATIONS, THE SYSTEM COMPLIES WITH ALL THE CONDITIONS \ ; / O' \ NOTED IN THE PERMIT (SEPO 1-00253) AND WAC 246-272. THESE RECORD DRAWINGS i i ARE ONLY AS ACCURATE AS CAN BE EXPECTED FROM THE DESCRIBED OBSERVATIONS BY THE DESIGNER AND FROM CHANGES OR REVISIONS SUPPLIED BY THE CONTRACTOR TO THE / \ DESIGNER. THEREFORE, WHILE IT IS BELIEVED THAT THESE RECORD DRAWINGS GENERALLY I [� � DEPICT HOW THE PROJECT WAS CONSTRUCTED, SOME PORTIONS OF THE PROJECT MAY NOT \ I /V t \ ACTUALLY EXIST AS SHOWN ON THESE RECORD DRAWINGS. \ \ / O i , I ' 1 0 100 N = i ACCURACY NOTE 7 .. D t PROPERTY LINES ARE BASED ON INFORMATION PROVIDED BY THE AMERICAN LAND , t SCIENCE, INC. AND ON JEFFERSON COUNTY ASSESSORS MAPS. PHYSICAL FEATURES I SHOWN IN RELA77ON TO PROPERTY LINES ARE BASED ON INFORMATON SUPPLIED BY 1 --a. THE AMERICAN LAND SCIENCE, INC. (EXCEPT FOR THE 2" SCH. 40 PVC TRANSPORT I PIPE). THE LOCATION OF THE 2" SCH. 40 PVC TRANSPORT PIPE IS BASED ON / INFORMATION PROVIDED BY THE INSTALLER ALONG WITH CDS MAPPING TWO EXPOSED r PORTIONS OF THE PIPE. CDS MAPPING OF PHYSICAL FEATURES IS BASED ON LOCATION WITH A TOPCON 8205A 5" ROBOTIC TOTAL STATION, HAND COMPASS AND }\ ` SEE SITE PLAN DETAIL "A" / A COMB/NATION OF PACING, TAPING, AND MEASURING WHEEL AND ARE NOT BASED \ , / UPON AN ACTUAL SURVEY. CDS MAPPING AND TOPOGRAPHIC INFORMATION IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY. \ \ SEE SITE PLAN DETAIL "B" 1 1 \ / ��s / Al a•\ — --• .... -x s ��� � �( , cC� OBSERVED AND MAPPED LOCATION OF `�,1 MICHAEL 8. DEENEY ".. lor ti7 . da... -::',>7`, : \ 0 \r''. -1.1)---- li i ' / 4" PVC CASEMENT EXPOSED BY ///////////////////D///////////////II‘ /` �� INSTALLER ON 2/17/09. \:` / \ EXPIRES 08/18/O>i_____ \\ ___ / ii, / /- ,,,Y \ \ _ f '-'4'M 1 4 _� ' �' APP ROX/A/A7E LOCATION OF 2" SCH. ' ' t 40 PVC ,7ZANSPORT PIPE CASED IN I �--_Sd 4" INSTALLER) PVC (LOCATION ' ; 5/ / `/ / PER INSTALLER) .: " `` I of // \ / \ \ ■•:-.. . A. _. 1.j■11 March 06, 2009 7:53:56 a.m. \\ / / Drawing: DISCOVERY BAY STORE, BROWN TRUST.DWG.DWG \ / \ ©CREATIVE DESIGN SOLUTIONS 2009 \ / FOUND SURVEY MARKERS \ ■ REVISION DATE SEPTIC SYSTEM, PARCEL • 902234013 & 007 RECORD ®\ CREATIVE DESIGN SOLUTIONS DRAWN BY: MICHAEL S. DEENEY SITE PLAN Septic System Designs, Permits, I Inspections SHEET 1 OF 3 I DATE: 3/6/09 /�FOR LUCILLE M. 19 OWN A� ®�� P.O.BOX 2787,PORT ANGELES, WASHINGTON 98362 TRUST 23(29-2W) CDS (800) 395-7298, (360) 457-6353, EMAIL: MIKE @CDS4YOU.COM A 0 � $ gm:- / O rn 14' ! %. / /\:' qki x ejit-r-.1.- / k.„\c\ / ri -c I k. It '4'114:::* 6-5 \- o / /xp • /-66 C)/4,.. 77 / 4111111pA c / "PPP.0 / \ I �` \ / Oyu ill/0 \ III / 1 1111$*: / / 1. II\ ) cc 3` J a C�w) \ o A &w *§ o /.... 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DEENEY $ / / �o // • .Nil t '..z 1) DESIGNER +` / // / iliSi EXPIRES 00/18/08 / SCALE N FEET 1 \ i 5" A:A& / ¢ / EDGES OF EXISTING 1 t / / GRAVEL DRIVE F / tt ;I 261,E i t / / / DITCH / / EDGES OF PAVEMENT SEPTIC SYSTEM EASEMENT =; APPROXIMATE LOCATION OF 2" SCH. / /¢ / TWO M31 GLENDON 810RLTER PODS 40 PVC TRANSPORT PIPE CASED IN / / 4-ASTM 03034 PVC (LOCATION ! it PER INSTALLER) / 1,4' • \O / DITCH I. \ -- — _____ 209 f _ _ / ¢ GP ./ / . . . �, / I f!` , ss //4' /!/ / c ,� / ! f L.r I rfrr rrj�� //v2o / / f / / FOUND SURVEY MARKERS/ / / / SPUTTER / IVALVE BOX AlYr —..walallrArAllr / • 30 FOOT NO-DISTURBANCE ZONE DOWNSLOPE / / March 06, 2009 7:53:56 a.m. OF RESERVE ABSORPTION AREAS. Drawing: DISCOVERY BAY STORE, BROWN TRUST.DWG.DWG / ©CREATIVE DESIGN SOLUTIONS 2009 SEPTIC SYSTEM PARCEL #902234013 & 007 -1 CREATIVE DESIGN SOLUTIONS REVISION DATE SITE PLAN DETAIL "B" RECORD ®kr1 Septic System Designs, Permits, d Inspections DRAWN BY: MICHAEL S. 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':' y •> N %�,/,'V 1.0' o %=/ ,\. r._.•., >:/) oa c a r. r O A "� A 4.0' RESERVE iAREA WIDTH 17.2' TOTAL PRIMARY AREA WIDTH p NATIVE SLOPE -, z m:r14-...'., ts • .i�,,.:l :4° t:. . .• .< 1..) $41) ..:;::•-': ;1......j 1:11'.r':rl::.i'. F ..-_-_-;) Z y .: �CD . i y � � .(Oc NO Cm r '' 4"..1...:.!.1.:•:;..:74"y , .4 *.• *.‘:.--,11-....1'.;,.:j.,:.:**::::',1*:::::1:::...";..".I.:::,-7.:.....• .,":;* ,:::'.....:1, ...„: :IT.:mil 1: tP% Le e 0 45 1. g men STArF/0 CN �,� o \\\ hl tM, o O / \\\ �LF °P s o gg 1 1 ! 1 1 1 DISCOVERY BAY STORE T I lL rii A N`r R 0) SEPTIC SYSTEM DESIGN SYSTEM DETAILS ENGINE RING, INC. a IS a 1 PARCEL NO. 902-234-013 x.`I T • .Yr'" , * \ / 1 t • 'DISCOVERY BAY STORE' ON-SITE SEWAGE DISPOSAL DESIGN w 4 (FOR THE BROWN FAMILY TRUST) TAX PARCEL NO. 902-234-013 SECTION 23, TOWNSHIP 29N, RANGE 02W, W.M. 282382 HIGHWAY 101 9 PORT TOWNSEND, WA 98368 P IP' P 9 `f E ' D Z _ ° DEC 2 6 2001 CC g E- VICINITY MAP NOTES LEFth��� uN�Y W . 1- = 5000' DEPT. OF COMMUNITY DEVELOPMENT .r Z 1. ALL SETBACKS MUST BE MAINTAINED PER WAC 246-272-09501. ` Z 2. GLENDON MODULES MUST BE INSTALLED LEVEL AND ON CONTOUR. W if CONTACT ENGINEER PRIOR TO INSTALLATION FOR DRAINFIELD STAKING. Diecove 3. DIVERT ALL SURF.ACE WATER AWAY FROM SYSTEM AREA. p PROJECT B 4. SEE GENERAL NCTES FOR COMPONENT DESCRIPTIONS AND SPECIFICATIONS. Z SYtE • 5. PRESSURE LINES UNDER DRIVEWAYS MUST BE DOUBLE CASED OR ENGINEER APPROVED EQUIVALENT. O 101 F,. i_, ,� CitY 6. PROTECT ENTIRE SYSTEM AND RESERVE AREA FROM VEHICULAR AND ZQ 1 i* Lake MECHANICAL DISTURBANCES WITH A PHYSICAL BARRIER. oil 6(o �j • 20 �s 7. BOUNDARY INFO. DERIVED FROM JEFFERSON COUNTY TAX PARCEL MAPS AND RECORD OF SURVEY. Q �7 8. USE BEST MANAGEMENT PRACTICES TO CONTROL/ELIMINATE RUNOFF Z It r TO COMPLY WITH JEFF. CO. STORMWATER MANAGEMENT ORDINANCE. Q E. Ur�cas Rd. N. 9. REFER TO SPECIFICATIONS FOR REQUIREMENTS FOR PUMP RUN LIGHT, DOSE COUNTER, ELAPSED CD �io+ TIME METER, AND REDUNDANT OFF FLOAT. ��� 'Pa • 10. IF WATER LINE-SEWER LINE CROSSINGS ARE ANTICIPATED DURING CONSTRUCTION, APPROVAL SHOULD $ BE OBTAINED FROM THE ENGINEER AND THE COUNTY PRIOR TO INSTALLATION. IF APPROVED, A W .- PRESSURIZED SEWER LINE MUST BE LOCATED A MINIMUM OF EIGHTEEN INCHES UNDER THE WATER LINE M -' 1 a AND MUST BE DOUBLE-CASED. A GRAVITY SEWER LINE MAY BE LOCATED ABOVE A WATER LINE, BUT I , DOUBLE-CASING OF BOTH LINES WILL BE REQUIRED. VERIFY DOUBLE-CASING REQUIREMENTS WITH ENGINEER. W� z p 0 'fa 0 N LI In LEGEND .`0,41 s% ,,v m W o o CO ———-- PROPERTY LINE *0'7 Isla 4 06 t�i� O V W WATER LINE l'`ii G M P , () U - 1 kk ���oF wasy , o y rr 104 DFSBL DRAINFlELD SETBACK LINE .� y�® w `�� o a 101 SO STUB OUT y fisc, ir -411 pfr n t?,.� (�S CO CLEAN OUT TO GRADE o•` t co I LOG HOLE ►tZ�a`wes Ina$ bec° e. ';��, ' 'c . > t mama D �.°B ® so L NO b0 s b ttrten'"c ycd b ssioN" . o,it a 41 6 2001 t PQ of a?? t toga DEC 2 or a i�e Gouo y oar cx a. TG iTG�oi� EXP. DATE 03/28 / 1 JEFFtnavtr OuNIY /Z • Zp•Q� ♦ ��=1 DEPT. OF COMMUNITY DEVELOPMENT t I1N , 4 TILLMAN!ENGINEERING, INC., PORT HADLOCK, WA SOIL EVALUATION I l! DEC 2 6 2001 • SOIL LOG#5 0 to 12 in. DARK BROWN LOAM TOPSOIL EPT OFjCE 'l;ii(AIT\Y'uDuErV4EYL—OPMEI 12 to 29 in. REDDISH BROWN SANDY LOAM, MODERATE MOTTLINd 29 to 38 in. GRAY-BROWN SANDY LOAM, SLIGHT CEMENTATION, SLIGHT COMPACTION, MODERATE MOTTLING 38 to 42 in. LIGHT REDDISH BROWN VERY GRAVELLY LOAMY SAND, MODERATE CEMENTATION 42 to 58 in. LIGHT REDDISH BROWN FINE LOAMY SAND, MODERATE CEMENTATION, MODERATE COMPACTION, POCKETS OF DISTINCT MOTTLING Roots to: 58 in. dbfr "* tcl 6)1Q Moisture at: in. Water at: W‘I.A in. Comments: RESTRICTIVE AT 29"-38" SOIL LOG#6 0 to 5 in. DARK BROWN LOAM TOPSOIL 5 to 12 in. REDDISH BROWN SANDY LOAM 12 to 20 in. LIGHT BROWN SANDY LOAM, SLIGHT CEMENTATION, MODERATE MOTTLING zo to 26 in. GRAY-BROWN SANDY LOAM, SLIGHT CEMENTATION, SLIGO COMPACTION, MODERATE MOTTLING 26 to 36 in. GRAY-BROWN SANDY LOAM, SLIGHT CEMENTATION, MODERATE COMPACTION, DISTINCT MOTTLING Roots to: 22 in. Moisture at: in. /(6-9.49 Water at: 36 in. Comments: d, RESTRICTIVE AT 20"-22" itiV0 SOIL LOG#7 0 to 9 in. DARK BROWN LOA I • I L 9 to 14 in. REDDISH BROW ILT LO A SLIGHT CEMENTATION, SLIGHT COMPACTION, •si : TE MOTTLING 14 to 19 in. REDDISH BROW ILT LOAM, ODERATE CEMENTATION, MODERATE , MODERATE MOTTLING 19 to 36 in. GRAY-BROW SILT LOAM, ODERATE CEMENTATION, MODERATE • - A ION, DISTINCT MOTTLING 36 to 60 in. GRAY BROWN SANDY LOAM, SLIGHT CEMENTATION, MODERATE COMPACTION, DISTINCT MOTTLING Roots to: 34 in. Moisture at: in. Water at: Alp 60 in. Comments: WI) RESTRICTIVE AT 14"- 19" Page 2 TILLMAN ENGINEERING, INC., PORT HADLOCK, WA SOIL EVALUATION SOIL LOG#8 0 to 6 in. DARK BROVVN LOAM TOPSOIL 6 to 20 in. REDDISH BROWN SANDY LOAM 20 to 28 in. REDDISH BROWN COARSE SANDY LOAM, SLIGHT CEMENTATION, SLIGHT COMPACTION, MODERATE MOTTLING 28 to 38+ in TAN SILT LOAM, SLIGHT CEMENTATION, MODERATE COMPACTION, DISTINCT MOTTLING Roots to 25 in SPARSE ROOTS TO 38" Moisture at in BOTTOM OF SOIL LOG HOLE IS MUDDY Water at: ‘..) in. ti .2(2 Z, Comments: 11 RESTRICTIVE AT 20"-25" ‘t:\ Llto SOIL LOG#9 0 to 12/15. in. DARK BROWN LOAM TOPSOIL 12/15. to 16 in LIGHT TAN SILT LOAM, SLIGHT CEMENTATION, MODERATE MOTTLING 16 to 28 in LIGHT TAN SILT LOAM, SLIGHT CEMENTATION, DISTINCT MOTTLING 46M4•45' • Roots to 25 in. itz Pg...5,414 1,44;444,-, 12 1\' - Moisture at: 18 in. SATURATED laputx6 a av%1/40-4"4"- Water at: 28 in. SCUM LINE AT 25" Comments: AT 12"- 15", NOTE THAT ACTUAL DEGREE OF COMPACTION AND CEMENTATION MAY NOT BE EVIDENT DUE 9z2.4,,e DUE TO SATURATED SOILS Luit.611N., Mop. ex4k- 1 Lt act& O-1. Z 2.7 D2- Bc/er -4 /i Oa- Az.c) 14 daxw' -12Q rp -L.111 4&k, k40 e L2- Ul DEC 2 6 2001 i?c JELru CUUN tY DEPT. OF COMMUNITY DEVELOPMENT ' td\A KkoAAAAS 1,9v 4-7 ZD *CttAii0 \ID zirA/c-O-cki 44- Page 3 .• �, TILLMAN ENGINEERING, INC., PORT HADLOCK,WA SOIL EVALUATION SOIL LOG REPORT PROPERTY OWNER: BROWN FAMILY TRUST(DISCOVERY BAY STORE) LEGAL DESCRIPTION: Section 23 Township Range 02W Parcel No. 902-234-013(DRAINFIELD ON 902-234-007) Subdivision Description Date Logged: JAN 24.'02 Logged By: ERIC PAGE. P.E. SOIL LOG#8A Q to 10 in. DARK BROWN LOAM TOPSOIL 10 to 24+ in. LIGHT REDDISH BROWN SANDY LOAM, FAINT MOTTLING Roots to: 20 in. Moisture at: 20 in. SLIGHT SEEPAGE, LIKELY TO BECOME STANDING WATER Water at: in. Comments: ANTICIPATED TO BE RESTRICTIVE AT 20" WATER TABLES MEASURED IN SOIL LOGS 5 THROUGH 9, JANUARY 24,2002: SOIL LOG NO. DEPTH TO WATER TABLE SOIL LOG 5 DRY TO 58", NO STANDING WATER SOIL LOG 6 22" SOIL LOG 7 24" SOIL LOG 8 29" SOIL LOG 9 18" nn ` n PIT II I l t JAN 2 6 2002 JEFrtn3un ,;JuNIY DEPT. OF COMMUNITY DEVELOPMENT Page 1 r __ I TILLMAN ENGINEERING, INC., PORT HADLOCK, WA -�[ — SOIL EVALUATION DEC 2 s 2001 SOIL LOG REPORT J E L U N L J U N Y~ DEPT. OF COMMUNITY DEVELOPMEN PROPERTY OWNER: BROWN FAMILY TRUST(DISCOVERY BAY STORE) LEGAL DESCRIPTION: Section 23 Township 29N Range 021N Parcel No. 902-234-013(DRAINFIELD ON 902-234-007) Subdivision Description Date Logged: NOV. 26,'01 Logged By: ERIC PAGE, P.E. SOIL LOG#1 (AVOID) 0 to 25+ in. PROBABLE FILL VS\ ?ottfik9/4 Roots to: in. Moisture at: 14 in. y i� INs\,q3 Water at: 25 in. 1v ' Comments: SOIL LOG#2(AVOID) 0 to 33+ in. FILL , Roots to: in. Moisture at: in. Water at: 33 in. Comments: SOIL LOG#3(AVOID) 0 to 55 in. FILL � \. 55 to 94 in. PROBABLE FILL Roots to: in. Moisture at: 30-84 in. HEAVY SEEPAGE Water at: in. Comments: SOIL LOG#4(AVOID) 0 to 70 in. FILL 70 to 86 in. FILL AND TIDELAND MATERIAL Roots to: in. Moisture at: 36-74 in. HEAVY SEEPAGE Water at: in. Comments: Page 1 ( s GENERAL NOTES: PROJECT CONTACTS: A. Owner: Brown Family Trust(Discovery Bay Store) PO Box 927 Chimacum,WA 98325 Phone (360)379-1663 B. Engineer: Tillman Engineering,Inc. PO Box 1375 Port Hadlock,WA 98339 Eric Page,P.E.or Ryan Tillman,P.E. (360)379-9661 C. Jefferson County PUD No. 1: Jim Parker,Manager Rita Leach,Contracts (360)385-5800 D. Jefferson County Health Department 615 Sheridan Street Port Townsend,WA 98368 (360)385-9444 E. Glendon Specifications: Glendon Biofilter Technologies,Inc. 25448 Port Gamble Rd. Poulsbo,WA 98370 (360)297-7066 LEGAL DESCRIPTION: Section 23,Township 29N,Range 02W,W.M.,Parcel Number: 902-234-013 (Drainfield on 902-234-007) SPECIFICATIONS: All work shall be in accordance with the Washington State Department of Health publication "On-Site System Regulations", WAC 246-272, all applicable rules and regulations set forth by Jefferson County and its Health Department, and the plans. All materials, workmanship, design, and construction of the septic tank shall conform to the drawings, specifications,and the Uniform Building Code(Latest Edition). Work shall be performed in a professional, workmanlike manner by persons skilled in the construction of alternative on-site sewage disposal systems. The contractor shall be responsible for all safety precautions and the methods, techniques, sequences, or procedures required to perform his work including shoring for excavations,etc.. The contractor shall notify the Engineer immediately of discrepancies, errors, and omissions in the plans. Construction shall not continue until any problem is resolved. The contractor is responsible for noting all changes on the as-built plans. The contractor is responsible for returning corrected as-builts to the engineer within 30 days after completion of construction. As-builts shall accurately locate beds, pump and septic tanks including inlets and outlets,hatches,risers,etc.,to within 6 inches of actual location. IR +L= 1E;r 1 J7 � DEC 26 2001 DEPT. OF�COMMUNITY DEVELOPMENT 2 GLENDQN SYSTEM NOES: A. The biofilter modules are to be constructed using the standard 6' x 10' x 5'-deep basin manufactured by Fred Mill, Inc. Also to be used is the`Glendon Kit',including the internal piping for the M31 bioffiter,the splitter,and the control panel. B. The site is to be prepared and the system installed during dry weather and soil conditions. The installer shall not exceed the specified plow depth unless approved in writing by the County and the Engineer. C. If during the course of system construction, soil conditions are found that may lead to premature failure of the system, construction shall be suspended immediately and the installer shall notify the engineer. Such soil conditions include ground water, fill, soil with high clay content, bedrock, or excessively permeable gravel. D. The excavation for the biofilter basin is to be no larger than six inches wider than the basin on all sides. E. The biofilter shall be installed from the up-slope side. The thirty foot downslope protection area shall be protected from vehicular traffic and all other sources of disturbance. F. The biofilter rim shall be inspected by the Engineer and shall not exceed'/"+/-from level, G. All exposed soil and filter media shall be seeded with grass and covered with jute mat,then covered with two inches or more of hay prior to final inspection. H. The installation procedure shall be as outlined in the Design and Installation Manual for Glendon Biofilters,published by Glendon Biofilter Technologies,Inc. MATERIALS AND SUBMITTALS: Materials shall conform to the following specifications. All submittals are to be made to the Engineer seven days prior to beginning construction. A. Building Sewer: PVC ASTM D3034, SDR 35 B. Curtain Drain: N/A C. Transport Lines: PVC ASTM D2241, SDR 26 Cl 160 or Cl 200 IPS. Minimum burial depth for transport lines shall be 18 inches. D. Filter Media: As specified by Glendon Biof lter Technologies,Inc. E. Septic Tank: ASTM C478 precast two-compartment tank, with a minimum capacity as shown on the plan. Provide with inlet and outlet baffles and Zabel A800-8X18-VC outlet effluent screen. Provide riser to grade over screen to access for maintenance and inspections. Tanks shall not be installed greater than 12"below native grade without prior approval by Engineer. Tanks shall be placed on a minimum of 4" of sand bedding. All tanks shall be free of leaks and leak tested if deemed necessary. F. Pump Tank: ASTM C478 precast concrete tank, with a minimum capacity as shown on the plan, and configured to accept pumps and related equipment. Tank shall be of monopour construction. Asphaltic emulsion coating is r" not required. Tanks shall not be installed greater than 12"below native 1 .,r4 1Y vcri. ur " uw1',UNITY DEVELOPMENT i - - i 3 grade without prior approval by Engineer. Tanks shall be placed on a minimum of 4"of sand bedding. All tanks shall be free of leaks and leak tested if deemed necessary. G. Sewage Pump: Pump as specified by Glendon Biofilter Technologies,Inc. Note that the elevation gain between the pump chamber location and the drainfield location is approximately 100 feet. H. Electrical Controls: Verify electrical requirements for splicing, ventilation, etc. with local electrical inspector prior to ordering parts and installation. Components shall be mounted in a NEMA 4X rated weather tight enclosure that meets NEC code standards and the requirements of the Washington State Department of Labor and Industries (L&I), and be listed by Underwriters Laboratories. The panel is to b• as specified b Glendon _c'•, - - hnoloties In and shall contain the o •wing features: 1. Dose co nter and pump n time meter. 2. Audible and visual high water alarm and low water alarm/redundant off. Alarm circuit shall be wired separately from the pump circuit. 3. Dose counter and pump run time meter. Float switches must be mounted independent of the pump and fitted to facilitate replacement and/or adjustments without removing the pump. Discharge assembly shall contain check and ball valves and union to facilitate removal of the pump unit from the pump tank. Flexible coupling shall be required where recommended by the manufacturer to negate torque effects. Location of the pump controls shall be as approved by the owner. Floats and miscellaneous electrical equipment shall be recommended by the manufacturer for use in septic system environment, and matched to the pump and pump control for satisfactory operation. I. Septic Tank Riser: Concrete riser rings or leveling brick together with locking ring and cover or fiberglass lid may be an acceptable alternate(Engineer approval required)to the'Orenco' riser and bolt down lid. Provide 24" diameter access risers to grade over the inlet and outlet of septic tank. Water and gas tight seals are required. J. Pump Tank Riser: Concrete riser rings or leveling brick together with locking ring and cover or fiberglass lid may be an acceptable alternate(Engineer approval required)to the'Orenco'riser and bolt down lid specified in the details. Riser lids shall be 24" diameter and vented to prevent buildup of explosive gases in the pumping chamber. Splice box suitable to the L&I i M I c� i, {r q ' E shall be attached firmly to the riser for connection of the pumps and control leads. II u DEC 2 6 2001 L JEFf-LriwN CUuN(Y DEPT. OF COMMUNITY DEVELOPMENT 4 OTHER UTILITIES: In addition to utilities shown on the plans, other utilities may exist on site. Contractor shall be responsible for any damage to utilities,whether shown or not. Call before you dig 1-800-424-5555. INSPECTIONS: The contractor shall notify the Owner and Engineer two days prior to the following required inspections. Notify Jefferson County Health Department two days prior to pump test. 1. After clearing and prior to surface plow. 2. Following basin placement and surface plow. 3. For pressure test. 4. For final inspection at project completion. Quality control is the responsibility of the contractor. Inspections by the Engineer or the Health Department do not relieve the contractor from ensuring conformity to the plans and their intent. OPERATION AND MAINTENANCE: The operation and maintenance of the system will be an ongoing function of the owner. System principals and maintenance procedures are outlined in the "Users Manual" provided with the project. It is the contractor's responsibility to leave concise operating instructions for the individual system for the owner, including but not limited to the following on all equipment: 1. Warranties 2. Specification Sheets. 3. Installation instructions and deviations therefrom with justifications for such deviations. 4. Operations and Maintenance manuals. The system is not designed to be used with a garbage disposal. Add no septic tank additives to the system. MONITORING: Alternative on site sewage disposal systems are required to be monitored during their lifetimes for the Washington State Department of Health. Jefferson County PUD No. 1 is the designated monitoring entity. The owner will be required to enter a monitoring agreement with the PUD prior to final approval of septic system. HiDEC 2 6 2001 DEPT. f�GnwN �-UUN fY OF COMMUNITY DEVELOPMENT 11/29/01 DISCOVERY BAY STORE P 1 GLENDON BIOFILTER SYSTEM SIZING: ANTICIPATED NUMBER OF EMPLOYEES 16 BDRMS DESIGN FLOW PER EMPLOYEE 15 GPO DAILY DESIGN FLOW 240 GFO NATIVE SOIL TYPE 5 NATIVE SOIL APPLICATION RATE 0.45 GPO/SF APPLICATION RATE DOUBLED AS ALLOWED(EXCEPT FOR TYPE 6 SOIL) 0.9 GPO/SF MODULE BASIN CONFIGURATION NUMBER OF MODULES 2 • MODULE BASIN WIDTH 6.0 FT MODULE BASIN LENGTH 10.0 FT MODULE BASIN DEPTH 5.0 FT MODULE BASIN CAPACITY PROVIDED 300.0 CF CHECK MINIMUM MODULE BASIN CAPACITY(2.2 CF FOR EACH 1 GPO) 264.0 CF MODULE RIM LENGTH PROVIDED 32.0 FT CHECK MINIMUM MODULE RIM LENGTH(1 FT FOR EACH 4 GPO) 30.0 FT MODULE ABSORPTION AREA CONFIGURATION (MEASUREMENTS ARE BASED ON GLENDON DESIGN GUIDEUNES) UPSLOPE ABSORPTION AREA WIDTH(MEASURED FROM MODULE CENTER) 5.0 FT DOWNSLOPE ABSORPTION AREA WIDTH(MEASURED FROM MODULE CENTER) 1(1.0 FT OVERALL ABSORPTION AREA WIDTH 15.0 FT SIDESLOPE ABSORPTION AREA LENGTH(MEASURED FROM MODULE EDGE) 4.5 FT OVERALL ABSORPI1ON AREA LENGTH 19.0 FT MODULE ABSORPTION AREA REQUIRED 134.0 SF MODULE FILL SLOPE CONFIGURATION (MEASUREMENTS ARE BASED ON A GRAPHICALLY CALCULATED 1.5:1 FILL SLOPE AND MUST BE EQUAL TO OR GREATER THAN THE REQUIRED ABSORPTION AREAS) NATIVE SLOPE 10.0 PERCENT UPSLOPE ABSORPTION AREA WIDTH FILL SLOPE(FROM MODULE CENTER) 7.2 FT DOWNSLOPE ABSORPTION AREA WIDTH FILL SLOPE(FROM MODULE CENTER) 9.7 FT OVERALL ABSORPTION AREA WIDTH INCLUDING FILL SLOPES 16.9 FT SIDESLOPE ABSORPTION AREA LENGTH FILL SLOPE(FROM MODULE EDGE) 5.7 FT OVERALL ABSORPTION AREA LENGTH INCLUDING FILL SLOPES 21.1 FT ACTUAL MODULE ABSORPTION AREA PROVIDED 177.6 SF CHECK THAT AREA IS GREATER THAN AREA REQUIRED: 134.0 SF ACTUAL SOIL.APPLICATION RATE 0.7 SF MODULE DOWNSLOPE RESERVE AREA CONFIGURATION RESERVE ABSORPTION AREA PROVIDED(SEE SITE PLAN) 140.0 SF CHECK THAT AREA IS EQUAL TO OR GREATER THAN AREA REQUIRED: 134.0 SF , DEC 2 6 2001 i ,EF,L„u„ t.:JUNIY DEPT. OF COMMUNITY DEVELOPMENT Tillman Engineeting.Inc. [ • Imo'_\, Check one: INSTALLATION START NOTIFICATION DATE SENT t' PRESSURE/PUMP TEST INSPECTION REQUEST DATE SENT 12/9/08 This form shall be faxed or emailed ONE working day prior to starting construction OR a minimum of 48 hours prior to pressure/pump test Jefferson County Public Health - Environmental Health Dept. Phone: 360-385-9444 FAX: 360-379-4487 EMAIL: septic @co.jefferson.wa.us PERMIT OWNER Brown Family Trust SITE LOCATION 110 W. Uncas Rd., Port Townsend,WA 98368 PARCEL NUMBER 902234007 SEP NUMBER 01-253 INSTALLER Charles (Butch)Smith CONTACT PHONE 360-457-1420 DATE FOR INSPECTION Will contact Randy Marx directly SYSTEM WILL REQUIRE PRESSURE TEST - YES X NO *The designer is required to complete a pre-cover inspection of all systems. Please contact the designer prior to beginning construction to schedule installation inspections and pre-construction meeting if required per the permit or designs specifications. Jefferson County Staff Only:: MONITORING AGREEMENT MAILED DATE/INITIALS (2110 OYPRESSURE TEST SCHEDULED Cl 1(3cA, 01A j4dw.044143, „vs.A„.00 . \ �. r� ` , X0, ,,, 202. 1 ,,, P jon d..PAA/v.,vvvv\, 2/Ka mo* tAPPQ- .1-AA otajaelf fyy -Vet446_,p44 z 3036( 1.2Q01",\ .(C1";1/4" ap C'"1/1 PL-6 Ajfij otAit CCKA"-Aa'k....' LC): I "L rAndA-eli ki\ic ,(,43/±/AA 6/1/5 .Y‘k Q .DF C.\Documents and Settings\trishg\Local Settings\Temporary Internet Files\OLK2\Brown Family Trust Parcel #902234007 wpd.docCreated on 12/9/2008 12:56:00 PM Page 1 of 1 Randy Marx From: Randy Marx Sent: Tuesday, April 21, 2009 5:06 PM To: 'Creative Design Solutions, Inc.' Subject: Disco Bay Store Hi Mike FYI I can't sign off on the system until I have confirmation that: barriers are in at the tanks, PT junction box was re-done, and the Scotch Broom has been removed from the DF area Also need the monitoring agreement recorded. Thanks for the as-built. ittiatut Always Workitu2 For a Saler S: I lealthier Jefferson County 360 385 9444 ><UW> '444 *-4, ><O(C> ><(((C> .44-4 ><OW> /><(((r> ‘*•„. ><(((e):44 ><-4(C> ><MC> %,." %.., ><((((°>. r-■ ><((( Environmental Health On-Site Web Link CONFIDENTiALITY Y C C egTiail message, including any attaciwnents, is for the sole use of the intended recipient(s)and may o Ldi lid d ivilegefi ine)rmation. Any unauthorized rovii?w, use, disclosure, or distribution is prohibited. If you are not the httenden! cttcplenta please contact the sender by reply c-mail and destroy all copies of the original message 4/21/2009 Randy Marx From: Randy Marx Sent: Wednesday, December 08, 2010 1:45 PM To: 'Creative Design Solutions, Inc.' Subject: RE: Brown Trust, Disco Bay Store, SEP09-86 Attachments: image002.gif Roger just called me. The three items have been resolved. Thanks for the help Za ixiy. Vita},x Always Working For a Safer& Healthier Jefferson County 360 385 9444 ><((((k> ><{{{"> ><( > ><((((u> ><(((("> <(,/ //(// ) ((!(/// {{/ ({{ / { '^.,S , ( (.> 1 l l(� >G7 >G�� ><{lj��> ><»G> ><t 1 l l �i, ><ll l,�> >Gllt"> ><lt���> 7;: ><? ><{l"> r�� 1 >< lt ( ><(( ( > <l (l ( ><(( ("> ><{{{> ><( (C Online Septic Permits Web Environmental He th.Web Site Link. CONFIDENTIALITY NOTICE. This e-mail message, including any attachments, is for the sole use of the intended recipients) and may contain confidential and privileged information. Any unauthorized i evlew, use, disclosure, cr distributron is prohibited. If you are not the intended recipient, please contact the sender by reply e mail and destroy all copies of the original mess ge From: Creative Design Solutions, Inc. jmailto:mike0cds4you.com] Sent: Thursday, December 02, 2010 7:18 PM To: Roger Wheeler Cc: Randy Marx Subject: FW: Brown Trust, Disco Bay Store, SEP09-86 Hi Roger, S Have the punch list items listed in Randy's email below been taken care of? I remember seeing traffic barriers, however, I did not know about the um chamber junction box nor the Scotch Broom p p 1 on the Glendon p ods. Thanks, Mike Deeney Creative Design Solutions, Inc. 800-395-7296 360-457-6353 1 From: Randy Marx j mailto:rmarx0co.jefferson.wa.usj. Sent: Thursday, December 02, 2010 4:40 PM To: Creative Design Solutions, Inc. Subject: Brown Trust, Disco Bay Store, SEP09-86 Hi Mike We pressure tested this on 2/17/09, at that time I had 3 items that needed to get addressed prior to final. Do you know if any of them were done? • Vehicle barriers at tanks • Redo the junction box in the pump tank (PT) • Remove scotch broom on Glendon pods Thanks Mike may. Tficeix Always Working For a Safer& Healthier Jefferson County 360 385 9444 ><(((c ><{{{"> ><( (C)> ><((((5 ><{{{>> ><(((r> (r t) ><(((C `�. ><(07-> 9<> ><'^., ><{{.�..> ><»<>><(1((- ><U{',> ><{{{> ><.J{> > ><� ><{{`,•Y -'~"r</ i !.\ <( l t > ><((((°> > <(! ((O> ><((((-> ><{{{"> ><( (I(` • Online Septic Permits Web Link Environmental Healt Web Site Link CONFIDENTIALITY NOTICE: This e-mail message, including any attachments, is for the sole use of the intended recapient(s) and may contain confidential and privileged Information. Any unauthorized review, use, disclosure., or distribution is prohibited. If you are not the intended reel icnt, please contact the sender by reply e-mail and destroy all copies of the original message • 2