Loading...
HomeMy WebLinkAboutSEP2014-00060 SON C' N Public Records Officer JEFFERSON --COUNTY Clerk of the Board of Commissioners 4t , ,.a* 1820 Jefferson Street PO Box 1220 "N ft Port Townsend,WA 98368 / Phone: 360-385-9100 Fax:360-385-9382 ',4 . ` Request for Access to Public Records E-mail:Jeffbocc @co.Jefferson.wa.us ''148) , C),,,/ Website:www.co.jefferson.wa.us Name: D ae /lam / L—U Mailing Address: / VA_ 0 _' 2 A_ ,4"7"- vv '88 E-mail Address: (LrYI,rerti ��&_, , Ii Pone Number: , c 5 0 f Z-SS _ --_ Please describe the SPECIFIC recor you are requesting and any additional information that Records Requested 'will help us locate said records(dates, names, etc..) RCW 42.56.520 requires that action on a request for public records must be taken within five(5) business days. The copy cost for one nn-C.. j`ePric ( letter-sized page(8 1/2"x 11')is 15 cents. You may ask to inspect records rather than have PfP "ti/ 74..?„, -N pies made. P,� -� F i,ii 14 P;AlAt-t-eb P-6-ZPit r e,---I, /y---46? (-- / off/ 0-R/7 Ae ,=-7j pi A)/9- :. t 6-- 'C< . 2A1 p--/ ' b Q. d ft . d -fz V� -- , 'L.rs(N6 /i.6-4-L r 7-& L., ` - .2 y3 - c, e -r c m I understand that Washington State Law[(RCW 42.56.070(9)] prohibits the use of lists of individuals for commercial purposes. If applicable to this request, I hereby declare, under penalty of perjury pursuant to the laws of the State of Washington, that I will not use the list of individuals obtained from this request for commercial purposes. If applicable, I also acknowledge that I am solely responsible for any consequences or damages arising from m ommmercial use of the list of in.'viduals I am obtaining.m Signature: -��J --^— Date: f [ 2 1 FOR OFFICIAL USE ONLY -- Return completed form to the Public Records Officer Date Received: Response Required By: � �� Oise ` •/ Approved-Request Fulfulled. Notified Requester records are available and where.If copies requested and payment or deposit on payment has been made-sent copies. Request to be denied-IMMEDIATELY forward to Evaluation Necessary.Estimate days needed for final response. Prosecuting Attorney for review. Notified requester.Copy of letter attached. Record Partially Withheld.Notified requester with Clarification needed from requester.Contacted for clarification&notified of reason for partial withholding listing exemption(s) revised estimate of when records will be availabl. Copy of letter attached. cited.Copy of letter attached. Dept.Receiving Request: Signature Date ' , ..:;; s y; i/ /a i/ i� %/O/%r /i/y!�iii%!o/%° oiii` �ii� ii%�'`.ii%ir/�i+i/%� , •io%/a.,�r' 'iG �iD/DO%rlr' P/A Comment: U DENIAL APPROVED: Department to notify requester by mail of reasons for denial. Forward copy of request form and written denial to County Administrator's Office. Signature: Date: _1-2- Revised 10/06 Jefferson Candy Departmere of Conaway Devekurnerk 621 Shericbm St._ Port Toduseed WA :44..:„ )37 . ,` SEPTIC PERMIT ILIA Fl -s,y Elizabeth Taylor MARAG ADDRESS 243 Southport Lane ` . n Port Townsend, WA 98368-9337 PHOPE ( 360 ) 531-1602 SYSTEM DEMMER Everett A. Sorensen, P.E. 360-821-9960 LarAt_oascityrkst swim 8 T • 29N Rams 1W # 901081027 Lofts) gfte :e5. on Hwy 20, Left(East)onto Southport Lane 1.7 miles south of Four Corners Road SCMCE tW SEWAGEMISE TrPE OF WATER SOWICE ResidenbEd X TailkiS orgy X _ M Camerae Evamskirt Commonly Upgrade X ‘,011 .g6 'a i V �g:'r SITE SZE 4.965 acres SYSTEM Parthl Repair_ Previous m nA Desimate Reserve Area X Yes# SEP92-346 AnErflatire X' Redesitor No SYSTEM S Number OfG 240 Sod type 4-5 (Mach scd evaL) . .a ,,., Rate air+ NA ft. T NA M NA _ gepfic T 1,150 ed. Thorp chszeber size 1,000 Glendon Biofilter: Two M31 Pods By SW.'the .. ,`",. tow the mwhosiboarer ateds ilea the"wriernabon '. - hereil is Ina and correct to the best of thee . !r .s- a" Awl insterial fasetwod or wry COlitirriN3 of a maenad of (.t male by the appountrowner vitt respect to this ,... n.-.;,.. e i a a ? t- I wee io sale,kodenray wet had harniess Jefferson RsL ad a - x Y _"f...'�,',, n ma ertenses viah may in any way accrue :e"-. Jefferson Coady as resit odor in,couselprence tithe warthog ofties . I hater epee a amide morns and riftfd to Asiressart Coady and ffs empkwes repeserdidives or' immune of . r'-A2: e.s : a entry ad be.. muloaa T the Coady kr wrbig a the fere of the he or ese mutes i s SIM omen chnim regdar tuskless Name NU here/you no"nolfutton Apnea—A person weved of a 0 .. _- tw samated ki the Health Direstn e teriteg attar fifteen daps Jaw receiverg widen maze cite DISCLAIMER-This - ill ' on-sle sewage s .;I: i;. . ty °-s*:' *t * in eftd on the * .. a:**i-otit?* „s.si!>itit-+ ' for al cri -. 1-m DOES NOT asswe you of other C : ii,11 a 1. s.. For exa • _, it DOES NOT GUARANTEE is t 101.1 wE pal=- n* :- permezion to illid a palmated :;i.., ,*- Or OtfEr stiodure co Ids parcel. My fubire avliCatiall will be .-�* .. .. Ni. —* .., and in effed t line. Digitally signed by Geri Bunker Ingram `b,„„li1T q ah'e Fri-- DN:cn=Geri Bunker Ingram,o=OCLC,ou=Digital v (;Ari Ri inker Inriram F--/,'2_60, �T / 1�� ` svll wi i 5 I VIleb,en rail—inglamgt va.l�.v∎y,c=US . . . 8:18:53-07'00' Date 5113 0201 Y 1 I// (� / 4 ( PARTIAL, ! 7-f L ILT 9LE 5/5� Ft at!114 S/f5 9--or zt lMl4 rdl / i t s : T I L.n (�w44 /0-I/1`! ALL Han -K-a NET made /zot Fee 1 a) ti A"'') Redff j c: J] -- 1 c,. I 1 SEP i"t —c L % 70:xamouziromptuitowt is jigaztttopp 206. w f ' JEFFERSON COUNTY PUBLIC HEALTH 615 Sheridan Street•Port Townsend•Washington •98368 www.jeffersoncountypublicheakh.org I'hone 360-365-9444 Fax 36U-3/9-448/ ON-SITE SEWAGE DISPOSAL PERMIT PERMIT #: SEP14-00060 Date Received: 05/20/14 Date Issued: 08/07/14 SITE ADDRESS: 243 SOUTHPORT LN Date Expires: 08/07/17 PORT TOWNSEND, WA 98368 APPLICANT: ELIZABETH L TAYLOR PHONE: 243 SOUTHPORT LN PORT TOWNSEND WA 983689337 LEGAL DESCRIPTION: S8 T29 R1W TX 32 W/S EASE& 1/18TH INT IN TAX 25 &TL TAX N PARCEL#: 901081027 Section: 8 Township: 29N Range: 1W DESIGNER: EVERETT SORENSEN PHONE: 360-821-9960 STREAMLINE ENVIRONMENTAL, INC 715 GRANT STREET PORT TOWNSEND WA 98368 SYSTEM DESCRIPTION: GLENDON BIOFILTER-M31 No. of Gallons per Day: 240 Type of work: UPG Drainfield Trench Septic Tank Length: feet Width: feet Depth: inches Size: 1,150 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. 1:67 / Jefferson County ' nvironmental 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.: SEP14-00060 1.) 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. 2.) All construction and development activities must comply with all permit conditions, Washington State and Jefferson County Codes and Recommended Standards and Guidance documents in effect when the permit is issued. 3.) H -The existing transport line from the home to the tank is a 2" line. This must be replaced w/a 4" line. 4.) H - AS PER WAC 246-272AAND 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 5.) Health Dept. required to observe pressure test with system designer when system fully installed/complete, 48 hours notice to be provided for scheduling. 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.) The EXISTING well must be 100' from drainfield areas. 50' required from tanks and effluent transport lines. 11.) 10' separation required between any Water line and all portions of the onsite sewage system; effluent transport line, tanks, treatment and disposal components. EXISTING LINES MAY NEED • TO BE MOVED 12.) Dry season installation required. 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.) 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 side of tank. 16.) Approval of this sewage disposal permit does not preclude the permit holder from complying with the Unified Development Code for other/future development on the site. 17.) 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. SEP14-00060 Page 2 of 2 \\tidemark\data\forms\F_SEP_Permitmod.rpt 8/7/2014 JEFFERSON COUNTY PUBLIC HEALTH.615 SHERIDAN. PORT TOWNSEND WA 98368 ASBUILT INSPECTION REPORT For RECORD DRAWING Designer Everett A. Sorensen, P.E., 360-821-9960 Permit# SEP14-60 Installer Tim Johnson, Shold Excavating parcel# 901081027 Electrician Cascade Electric Desjgn Flow 240 gpd Property Owner Elizabeth Taylor Site Address 243 Southport Lane; Port Townsend, WA 98368 Answer an questions or indicate NA 2-Pod Glendon System 7-0\15 DATE Tanks. Pumas and Controls ROL Tank(manufacturer. size. baffles) 1,150 gals, 2-compartment (pre-existing) 10/22/2014 Pump chamber(manufacturer, size) 1,000 gals 10/22/2014 IMMO. Tanks are concrete, built by Cotton Redi-Mix of Port Hadlock, WA Screen(s)and/04- Pump Shroud (type, location) 10/22/2014 Orenco Bio-Tube Pump Vault Model PVU571819 Were Tanks tested onsite for water tightness? CD No panel model Aquaworx IPC-SM Simplex Control Panel Timer model In panel Pump 1 - Man./Model Orenco PF200511 Flaw Rate 20 Qom Pump Location(i.e. garage. treatment unit, basement) In Pump Chamber, 110' west of house Float/transducer settings Inches Ttme from bottom of tank- On/off 0.9 ire, Functions: On 05 seconds Veto- 21.9 in. Off.. 10 minutes Alarm 2L9 in. Veto On 05 seconds Storage Above High Water Alarm 240 gal. Veto Off- 10 minutes Dose Counter Reading I gallons/dose 1.6 gal. Elan, Time Meter Reading minftirs Pump Throttled? Yes .)). Dose Drawdoem (in Incites) 2 millimeters —20 gals/inch in pump tank None - r “. ”. ,PH61" at 4,rot *-t44 at 4 HAWEEPONSITSAUXOt_Repcmt Forrn.doc 04/25/141age 1 of 2 , 5 201c . COMMENTS (inspection notes, changes from design or deficiencies in installabon)Attach addibonal sheets}if necessary Two Glendon Pods balanced by Martin of Shold Excavating, observed by Everett Sorensen, Oct 22, 2014. New 4" sewer pipe to existing 1,150 gal septic tank replaced 2" greywater sewer. 4" PVC effluent drop tube with effluent filter installed into pre-existing 1,150 gal septic tank. Health Department Inspection issues resolved Yes 1 No I NA If yes how? Users Manual Provided to Homeowner Yes Date 1/5/15 Tank/component DecommissionMg Report Attached Yes/ No I Installer Certification attached/signed Yes/ No ATTACH RECORD DRAWING stamped/signed by Designer or Licensed Professional Engineer I CERTIFY THE INFogJ.}ATION PROVIDED ABOVE WAS VERIFIo) BY I111SPECTION, THE SYSTEM WAS INSTALLED AS DESIGNED AND AppBoVED byJEFFERSON COUNTY (DATE) QR THAT CHANGES HAVE BEEN NOTED AND - . A. SOze c� , ANA i?NCI Tft S ; IS IN C©mpLIANCf W WAC 246.272. �,' ` , /��(, / ?mil Washington P.E. #32550 ?- Designer Signature Date License g , ,, / s. 't C .,.. a.. a 4.71-, '-',,i- \I, �� 4Y7 `-' L }'- 0 U C O N CO CO■ 0 � � � � 9Z N �- J � - ..--° ill B ' C N L +3' N +, F- M tea Q C to ° N3x 0 CU ca c ' -C >+N ° C W a O @ V°z 44,,a� N Wi p 0 LL L o ro Lo o N 3 0 _ U) N O o - It O I N z to ' M as- 2 'O o~a J p O ° E o Q,_- 7 N o— . 0ft 'a 'Q O N• '� L Lu to 0. CD`� � ' N 5 �• a O 00 cameo ca m Zc �` LIJ > on o - m o D. a`�ii "' °' ccc°o W \ d CO � N O cn O a) N ce) w__, ! ' a C� cn M � m o ; E 1 O 3 0 0 Na O v ¢ Q �O W w o o E > N N O °6L . • W N NNE / C7 0 f0 O8t , / N N C 55 1 / 180 Q = , 1 /. \ \ W 1 / N 0 ,..�`G 1 C) ,--.- ( m 1 \ X90------T ,_______ � v m m \ S coa \ 3 m ■ c N \53- m CD 1 �v O Si c, 00 !•2 G" \ - 1 f> 1 • 0�► �fi I _ n00i 2 m 1 �' °�°,� l vim, m o m D 00 co d e Vii` m°.Z ° c 0) CO 1 •9 N/ ° mod �;'QO d O rn w O 1 $p en �'�'� 3 ` o co 3 1 ,a ,"� ss oi m I N ' ''-, _ 1 F zl. °______ __ __ _________ , ,, AIN _5. G'r -� --1410 / c ="° -= \ - is S� m y - v _ � r a N\ \ c_,� ao o .� ao� ' �y 00 \ oo �m \ Z CD o a O \ - o N O O \ IN i- O � o i oC�m Dm I � a O m O I I i i® c- o (D - O = X w CD 0 CI) CD o - } r; �! :� I Fkj co () V) •f fl. i st�n9 pn m v m c p Ill CD C7 c Q 1\ e�wdY g... �"o w .-r N -a (D \ 0 5' CD P 5. (D X * N 3 (D �. .%AI \\ 5 (I) W H ...i."1 _ Vi CD ? w \\ - � \vi) (D Q p n DY1 i — � , ' , H . �� ,� I 13 , yo (p3 o CO o CO CO ar � 2g I � � �,. a g 5 --.I CO (D (D ,-+ - K01°�35� I`y Southport Lane North Fork 4 �.. Existing 240 SF Drainfield ''• , "_ ,` (approximate location) r{ _.-_ti . Tly orz appurtenon t pQSAL pESSGN G ------„,__ 901081025 \,° ,s, ,k, ., : • SAGE D t coon ��'�� 9 bbu� in� i�t-e, r'Iv,,.-- -- , Dates <e0e hQS €c2„ jefrer‘QQ.,9„?uti 'pp •veci } staff, F 100 ft Stream 901081027 Buffer 901081030 Existing 2-inch Transport Pipeline ---- �1 A. SORB, ,�4�F WAAy�'1'dt' Existini ,, g Well —4,\ f4i r , W Ex. Shed OR `° / , ti 65 `' ,'`A1� / S2 .� Existin r"-- - Pre Development �j S1 t:1 Septic/Tank Drainage Depression Vegetation s Site Plan with Existing Cleared for Access I)' -____ Na / � House 1. „� Septic System Layout S4 Elizabeth Taylor Residence y S3 �6' . ' ,,'� 243 Southport Lane / p '/ ��co 4 Port Townsend, WA 98368 /S5 /c�` Jefferson County Tax Parcel Southport Lane 901081027 _ South Fork Previous: SEP92-346 --TT * j„,' Drawn By: Everett A. Sorensen, P.E. 0 80 160 240 320 Ft Streamline Environmental, Inc. 715 Grant Street ��- I Port Townsend, WA 98368-2405 everett @streamlineenv.com Base map and elevation contours from 360-821-9960 STREAMLINE http://maps.co.jefferson.wa.us/ May 20, 2014 ENVIRONMENTAL W o - -- 0 3 m OD _I 0 Da < -< O Cn (D N ONO ° m SEWAGE DISPOSAL DESIGN z� ° a s. < ° Approved f C ns uction �Z ' c- o o7�i o �� �, Q Date CO m O �' G7 w IS CO _ CD o a IV CD H = o 01 13 o �rn w III o A I, o a a _y O 0, li 1 0 O O O- 17 W 111 = O yd F,! o °o o 5' 00 G,.; C.1r- F,QeA 3 m 5' • co 0 v 4441t1 4 O �5 E3 1 ■ < O -.< -0 CD w Z (D w 0--1 O x CD a 0 -n N v n (0 Z (D a° m ril II Z 9 nom. ■. CD a' o = , N X. u O ET) 30 0 v 5' S' co 0 (n v a m m7 ' ° _ o a � Kn � 11 El X - a X -0 D ) CD N (n W —I (D a CD H v (D fl Q v = o CD C (D 0_ 0 W n - �o � ��C/es ad ICI 1,0910dIng s‘'el NS"ell/ ,, �� cep J 00 (D (D B cn • 20ft. - Primary Absorption 9L Area >_310 SF 20ft. -► ilt I-IFF� 28ft. 20ft. I o p,GE pISPGS Cl F� Excavation for Basin vex f.0 :strk..icto I Area: 85 to 90 SF APPro II�d a �� 4,�0A. SOR -------- 6 \ Plan View ti. 04 WAS4 IVs~ ,� O Secondary (Reserve) Interlocking 'I/ ; ', 47 Absorption Area 360 SF Retaining Bricks ' A 'f- 4 r,.f isTE* c,•� I SiON L 4 f / Monitoring Port Rim Height above pre- Note 1. Portion of Primary Drainage distrubance ground surface PVC Standpipe Area overlapping Secondary Drainage at Basin Centerline 1Y"Transport Pipeline Area measures 10'x20'=200 SF per Glendon Specs p p Cover Sand per _ Glendon Specifications `1 am Cross-Section �� Basin Height,‘ 5.5' Pre-Disturbance - Perforated - Ground Surface Distribution Pipeline--- H----Basin Width; >_1ft Throughout Primary � 6.5' 1 Absorption Area Drawn By: Everett A. Sorensen, P.E. Streamline Environmental, Inc. 715 Grant Street; Port Townsend, WA 98368-2405 Glendon BiofilterTM Installation Details everett @streamlineenv.com; 360-821-9960 Typical of Two M31 Pods May 20, 2014 Elizabeth Taylor Residence ' 0 5 10 15 20ft 243 Southport Lane IIIIIIIIIII ] iliiIIIII Port Townsend, WA 98368 STREAML/NE Jefferson County Tax Parcel 901081027 ENVIRONMENTAL Previous: SEP92-346 Control wires from transducer, through 1-inch Mounting Bracket fastened inside riser PVC mounting pipe, to Aquaworx Panel (extra slack provided to allow convenient transducer (Examples include typical orifice 9� removal without disconnecting wires) shield made to clip onto 1" PVC) v9 Riser tube bonded to tank's cylindrical ring �J Pump Tank Access Riser Cylindrical ring built into tank L Pump Tank Lid 1-inch PVC mounting 1" PVC Pipe pipe is removable AGE DISPOSAL DESIGN Air breather tube from transducer, inside 1-inch Coved fo' co' str ctton pipe with end secured outside top of 1-inch t,droved mounting pipe, with opening pointing downward--___ pate 1" PVC Elbow ; �1" PVC Tee Pressure Transducer Bell--- BioTube filter and pump assembly Pump Tank Bottom 25" above tank bottom y i Bottom segment of 1" PVC rests on tank bottom assuring consistent transducer positioning Not-To-Scale Drawn by: Everett A. Sorensen, P.E. Streamline Environmental, Incorporated 715 Grant Street Port Townsend, WA 98368-2405 everett@streamlineenv.com Pressure Transducer Installation Details 360-821-9960 Elizabeth Taylor Residence May 20, 2014 243 Southport Lane Port Townsend, WA 98368 STREAMLINE Jefferson County Tax Parcel 901081027 ENVIRONMENTAL c E a) CO N- O+ O C O N CA CO CO O 2 a' ^ U tnJaOr- y ,- E a) EL a':. �- L a Q r N- a � co NN ° ° co E vi o a�i U) U � � o �L N� °a fl . HI 0 EO NU cn U ��/0/�� a� c °a c E w•E ° a) C N co O _ ca - L a) y �y `° 30 � aai > > Y m C O M co /^� N v)0) c.0 a s C y a p C N J a C U >, 1..V 0 m N :a a) c =° m win 2-E ° N U N -o (6 N X E °'X a oa? w° �'� ` c iv c ° ayi (.4 a) c co QI– 0 (6 o m_ a� cm � ° cm EQZ °' aN '� �C UY ,c N to cn-o a),C U.V a) N N a) -c N •C O '� j 3 = a) '� .� c ° .- a),: Y.9 •ao a0 caoQ > mn °� E > Eas o_ CL O c 10 ao as CU titi;11 m` a' > o .SE p m 'o ° > n° E ¢ •L) O)` W N O— j N a) O N Q) .-N N %Z y N N c m m y c ° w d? o o (V E E E > ui a) ° C ° E� oa ° c ocn a > N ° - ma c O E o c >6N g° a a°) c Q co > Q 2 as o a N >�- USN co s- O CO(n O O L c a) C I- U a) O-T.:, w > Cad �X � y �a N13 o .6 0) €O a)NN `k c L a) 7 a) NN11 'C ms gypp' E O C F- U Q � q, cn 2 m CO a� L N L Q Q to U ? 1- CO O a) SHE (n E � U ••' •.E a) -° O O WO aE 0 - •--• C r� r� a) 4 Cfl X '` O 0 a) OYxO a) j 2 N cn e x C0 O Tu fO U � c a� c > II �I mil ;:�i M� aci E c m a rn N N cp c «. 73—2,2, > III pm-0 as O N � 1 %.!I4 _ fl O o rn �a�•� ` mc � � o 0 c > cot o c co a 0a_ Y o °c ni0-0 7N 3 > E COO �_ U 3 O.aT" 3 U >m LL > ° .� N a N ca0 c y � E a_ � cn ._ w 13 1.(-)To a 3w a ° �m o0 � ' D� G o 8 ll C.. wm� o N c3o � � � � pQ: D�99O uG�,� c.y Qc/�5� jfl ° > v°i '� prov d ii. USt o a c a o o �p W C 0 c c N '� •c D8 wi, oU� ' ■'~ 0 2 ° o � 3 3 'a 3a c _ a 4? ` ) � E W* ° 4-) cn Qc a a O a a)o a) o. °- O . 1.0 Qa w a `c ° � O ui N� c O ca m` E o) a) o a°cmp� �U ui° o C 1._c 0 'Cr) O C y.j 8Y m 0c N CO O o ° E ` i y ° c `>; Y CO O U c t ` c • o c ate• as >'-- O.0 OasesC o CS)Q. (3 a Z..= a-.` Z 'oo'Z co a E do � o°cycco•0•� Oc N IoUN'fn �- y a) E m V� _c a: O xOaEmQT�� 3 Q C Q U a� �w O.a 3 m @ v •ca� oowa.5 0d) > �5►5 G'QON c0 coo•>w'E_coo 4) O — (1.1)vacN � asca aNCC �� .f� �n3 O.SXO ° Q.@off ° •� O 0Tac74tEE �o0oCIS 4%.' A* ��•, ♦ � ° � ca5 � � E- o °a > c t_ c fai O W 000� E �F" Ec y hs: * ! > > � ° Omw, �.. W W O N v, a� ,-_ � =m .� \. iu DER -'� (A oocr° ° � �oaa ¢ Z, ?� N�'f6o�oa `o_)� y N +. c u) 04 Ea82ocm wz��i ',c• 1y • �: �'caciwa> a) ......8 �ri a) cn o- 2 l' +i aocoow'9 °coy i O *; N O W4ac\i.ri-0 y •'\ k U a04.a aa� ° c (� F' N o0 N .<< c ° �tccc > N t6 L P it.% \� N Q.S al y U o r O j as °'l ` w,-wy0-N30�.'j�6 07 Residential Septic System Description Parcel Number 901081027 Property Owner: Elizabeth Taylor 243 Southport Lane Designed by: Everett A. Sorensen, P.E. Port Townsend, WA 98368 Streamline Environmental, Inc. 715 Grant Street; Port Townsend, WA 98368-2405 everett@streamlineenv.com; 360-821-9960 Two-Pod Glendon Biofilter System May 20, 1214 Parcel Area: 216,295 ft2 (4.965 Acres) Drinking Water Source: Existing Private Well STREAMLINE <_1 Proposed Septic System Capacity: 2-Bedroom, 240 gal/day peak flow (average 80 gpd) ENVIRONMENTAL Native Soil: Soil Types 4 and 5 to >40 inches deep Inferred Seasonal High Ground Water as shallow as 24 inches below ground surface Application Rate: 0.4 gal/ft2/day Infiltrative Surface Area: 240 gpd/0.4 gpd/ft2 = 600 ft2 Septic System Components Septic Tank, Existing 1,150 gal two-compartment concrete tank; with one 24"-diameter access ports above central baffle, and two 8-inch risers above inlet and outlet, extending up to-grade, equipped with lids. Tank is equipped with influent baffle/ drop tube and outlet drop tube. CURRENTLY NO EFFLUENT FILTER. Septic Tank Upgraded; Access Risers and Effluent Filter: Access risers with secure lids shall be installed on existing tank of unknown manufacturer as follows: One 24" central access, with lid, and two 10" to 12" influent and effluent access risers, with caps. A serviceable rigid plastic effluent filter with 1/16" slots shall be installed in the existing septic tank; effluent piping may require modification to accommodate effluent filter. Pump Tank 1,000 gal (minimum), single-compartment tank with one 24"-diameter access port with riser bonded to tank, extending up to-grade, equipped with secure lid. Tank equipped with influent drop tube. Installed according to manufacturer Instructions. Gravity-Flow Transport Pipelines: New 4-inch PVC ASTM D-3034 sloped 2% (1/4 inch per ft) from house to septic tank (to replace existing 2-inch pipeline). 4-inch PVC ASTM D-3034 from septic tank to pump tank, sloped as needed. Pipe runs equipped with long-sweep clean-outs, positioned as needed, secured at surface for expected 30-year lifetime. Control Panel: Aquaworx Control Panel Model IPC, 120 VAC, powered with two 20 Amp 120 V circuits (allowing one circuit for pump, one circuit for panel & alarm); installed within 12 ft from pump tank. Pump Assembly: Orenco BioTube Pump Vault model PVU571819 equipped with stabilizing/lifting bracket, sump inlet screen, pump inlet filter cartridge, and pump slot. Sewage Pump: Orenco High Head Pump model PF 100511; 0.5 Hp, 150 Volt; rated for 12 gpm @135 ft of water column head, with discharge pipeline equipped with flow control valve, flexible hose connection, vacuum-breaker and unions. Electrical supply cord shall have ample slack to allow pump removal from BioTube without disconnecting wires. Pressure Transducer: Aquaworx Liquid Level Transducer installed on PVC pipe bracket extending to pump tank bottom to maintain fixed height of 25" from bell bottom to pump tank bottom. Signal cable shall have ample slack to allow easy removal of transducer from pump tank without disconnecting wires. Pressurized Transport Pipelines 1.5-inch schedule 40 PVC from pump tank to splitter valve (-30 ft) and from splitter valuve to each Glendon Pod (-30 ft). Splitter Valve Assembly: Per Glendon recommendations Two Glendon Biofilter Pods, Model M31: Installed per Glendon proprietary specifications and requirements, by Glendon- licensed installer. WO tX Ifrik, t. y.1• �r/OiN'AL ti Construction Notes--Residential Septic System 1AY 2 Septic System Layout: The septic system designer must supervise layout of the system prior to excavating. Laser leveling or similarly precise systems must be used for leveling, to ensure precise horizontal positioning. Elevations of Glendon Pod Rims must vary less than +/-A-inch. Pump Tank Placement: The pump tank excavation must have a horizontal bottom prior to adding bedding material. Six inches (6") of pea gravel bedding must be provided to properly support tank in order for tank warranty to remain effective. If shallow groundwater is encountered during tank installation, or if shallow groundwater is known to occur, a newly-installed pump tank should be filled with water to prevent floating, in case groundwater rises around it. Tank must be covered with a 1-ft minimum thickness compacted soil, or structural fill, to a maximum cover of 3-ft, unless a heavy load-rated tank is used. Risers: Access risers should be installed above pump tank opening, and valve splitter assembly. Risers and lids should extend 4 to 6 inches above grade to prevent debris from falling into risers upon opening. Tank access risers shall be bonded to integral rings built into tank openings, using 3MTM Marine 5200 Adhesive Sealant, or equal, or better. Piping and conduit entering/leaving the pump tank shall enter the access riser above such integral rings. Piping and conduit openings shall be grouted and/or sealed, or equivalent, in order to prevent the transport of water or gases. Electric Supply: Two separate circuit breakers must be provided, in order to maintain a separate circuit for the alarm and control panel, and a separate circuit solely for the pump. All electrical equipment installed within the pump tank must be of non-corrosive material. Any wire splices installed in pump tank must be suitable for wet locations. All electrical conduit material must be non-corrosive and must be installed to prevent the transport of gases or vapors (sealed). Monitoring Ports: Future septic system inspections will be simplified with properly-installed monitoring ports at key points. In the Glendon Pods, it is useful to have 4-inch PVC monitoring ports extending to different elevations within the media. Monitoring ports must be installed during installation, and prior to covering. They must be anchored by any of several means, in order to maintain their stability for several decades. Using wood or other biodegradable materials is not recommended for anchoring/stabilizing systems. Drawing List Proposed Septic System Site Plan Detail with Proposed Septic System Layout Elizabeth Taylor Residence Pump Tank Cross-Section 243 Southport Lane Glendon Biofilter Pod Details Port Townsend, WA 98368 Pressure Transducer Installation Detail Jefferson County Tax Parcel 901081027 �A A. SORB Designed by Everett A. Sorensen, P.E. X44�F W�A+/II,�`rF Streamline Environmental, Inc. �, ; GA , 715 Grant Street; Port Townsend, WA 98368-2405 „, .,►/4 O / /1 360-821-9960; everett@streamlineenv.com F" _ I May 20, 2014 O ie' i ,1 ' �� " I Ss sIONALI' STREAMLINE ENVIRONMENTAL STREAMLINE ` ENVIRONMENTAL 715 Grant Street • Port Townsend,Washington 98368 Phone(360)821-9960 • www.streamlineenv.com May 20, 2014 Mr. Randy Marx Environmental Health Specialist Jefferson County Public Health Environmental Health Department 615 Sheridan Street Port Townsend, WA 98368 Re: Proposed Replacement Residential Septic System and Permit Application Elizabeth Taylor 243 Southport Lane Port Townsend, WA 98368-9337 Tax Parcel Number 901081027 Previous Case: SEP92-346 Dear Mr. Marx, Streamline Environmental, Inc., is pleased to submit this septic system design and permit application for the referenced property, owned by Elizabeth Taylor. The proposed replacement septic system, depicted in attached drawings, includes two Glendon Biofilter pods, model M31. BACKGROUND Existing System: The property currently has an existing on-site sewage system rated for a peak flow of 144 gals/day (a 2-bedroom "ray Ovate system). The 1992 conventional septic system discharges through a 460 ft long, 2 inch diameter gravity-flow transport pipeline, to a 240 square ft (SF) drainfield (Two 40' x 3' trenches). The transport pipeline crosses a ravine on the subject property, on its route to the drainfield. Proposed Upgrade: The applicant wishes to upgrade the existing system to a "black water" system with a two bedroom-rated capacity, in order to replace an existing composting toilet with a conventional toilet. The existing drainfield is not suitable for this upgrade, and would be abandoned, once the new system is installed and operating. PROPOSED DESIGN Capacity The applicants propose to permit and install a two-bedroom-rated septic system, with a peak discharge capacity of 240 gallon per day, and an average discharge capacity of 180 gpd or less. The design is intended to accommodate the existing one-bedroom structure. Parcel Size 4.965 acres (216,295 SF). Drinking Water Supply The parcel is currently served by a private well. Page 2 Topography The subject parcel is generally steep. With the exception of developed areas, slopes vary throughout the parcel from 10%to 20%. Surface Water and Drainage The parcel has a small perennial stream flowing from east to west, located approximately centrally on the site. An additional small drainage depression traverses the southeastern corner of the site, but has been altered along with previous site development. Soil Evaluation Five soil evaluation holes were excavated to examine site soils in the location of the proposed Glendon pods (and reserves). Beneath 6 to 10 inches of topsoil, well-compacted silty fine sands and very fine sands were encountered. A very dense layer of compacted material was encountered in Soil Holes 4 and 5 (more southerly), at depths of 60 and 48 inches below ground surface (bgs), respectively. Mottling was encountered in all soil evaluation holes, at depths of 24 to 30 inches bgs. Vegetation The site is fully vegetated with grasses, non-woody plants, shrubs, conifers and deciduous trees. Several mature trees would need to be removed in the area of the proposed Glendon pods. Drain Field Sizing Using an application rate of 0.4 gals per day per square foot, consistent with Soil Type 5, each of the two proposed M31 Glendon pods would require 300 square feet of absorption area,to accommodate a peak flow of 120 gal/day/pod: 120 gal/day=0.4 (gal/day)/ft2 =300 ft2 Glendon Biofilter Positioning: The two Glendon Biofilter pods would be positioned as shown in the attached Site Detail with Proposed Septic Layout. Each pod will be surriounded by the 300 SF primary absorption area, covered with appropriately-graded sand, and offset toward the downhill side. A reserve absorption area further downgrade will remain undisturbed and uncovered. A 30-ft protection buffer downhill of the reserve absorption area is outlined on the Site Plan detail. These 30 ft downslope protection areas will be separated from the downhill western parcel boundary by an additional 30 ft of separation, in order to position the pods as shown. Glendon Biofilter Installation: The Glendon pods must be installed by a Glendon-certified installer. The certified installer will position the M31 basin with an average rim elevation, above pre-disturbance grade, in accordance with proprietary design, as prescribed for Soil Type 5 and typical slopes of 16-20% . System Dosing Frequency and Volume: Glendon Biofilters require frequent, small doses of pump chamber effluent delivered throughout the day. Dose frequency and dose volume will be programmed by the designer, upon system start-up, in accordance with proprietary design, as prescribed for the standard M31 basin. Septic System Operations & Maintenance The property owner will record an active monitoring agreement to the property title, prior to permit finalization, in accordance with County requirements. State law requires that this Glendon system be inspected every year, with Page 3 E an evaluation completed by qualified personnel and recorded with the Jefferson County Environmental Health Department. More frequent inspections of the system are recommended, but do not need to be recorded. Prior to permit finalization, Streamline will provide the property owner an Operations & Maintenance Manual that specifically describes this system and the best practices to be followed for maximum service lifetime. Design Drawings The subject site plan, soil evaluation form, and the proposed septic design are detailed in the attached Design Sheets. Please feel free to contact me directly if you have any questions regarding this submittal or the subject site. Sincerely, Streamline Environmental, Inc. * `` ` r INA Everett A. Sorensen, P.E. .. ' Principal Engineer .. if�.�% � G'v (360) 821-9960 Cs ;' everett @,streamlineenv.com ATTACHMENTS A. Septic Permit Application Cover Form B. Soil Evaluation Form C. Site Plan with Soil Evaluation Hole Locations D. Vertical Elevations, Proposed Septic System E. Design Sheets (three sets): 1. Residential Septic System Description 2. Construction Notes 3. Glendon BiofilterTM Installation Notes 4. Site Plan Detail with Proposed Septic System Layout 5. Pump Tank Cross-Section 6. Glendon Biofilter Pod Details 7. Pressure Transducer Installation Details Copies to: Ms. Elizabeth Taylor 243 Southport Lane Port Townsend, WA 98368-9337 Ms. Teri Nomura Windermere Real Estate 1220 Water Street Port Townsend, WA 98368 ,x SOIL EVALUATION `p Property Owner Elizabeth Taylor System Designer Everett A. Sorensen, P.E. 360-821-9960 LEGAL DESCRIPTION: Section 8 Township 29N Range 1W Parcel# 901081027 Subdivision Name None Div. BIk Lots Date Logged: April 29, 2014 Logged By: Everett A. Soren en, P.E. 45\11 PIX SOIL LOG #1 SOIL LOG #2 0 to 10 in. Topsoil 0 to 6 in. Topsoil 10 to 30 in. Light br. very fine silty sand 6 to 20 in. Light br. fine sand ^ 30 to 56 in. Increasing silt 20 to 56 in. Silty fine sands to in. to in. Mottling at 30" below ground surface (bgs) Increasing with depth; Application Rate: 0.4 gpd/ft2 Mottling at 24" bgs; Application Rate: 0.4 gpd/ft2 Anticipated water table 50 in. k,f3& Anticipated water table >56 in. Roots to 10 inches. C-((0 Roots to 6 inches. ealth Dept. Comments Water seeping in at 50" bgs Health Dept. Com of 2b 33-x- ti+ " 11. wt Cam sV D( 4 �,,( l 010,16- { t. a SOIL LOG #3 SOIL LOG #4 0 to 6 in. Topsoil 0 to ,:6 in. Topsoil 6 to 55 in. Light br. silty fine sand 6 to 60 in. Light br. silty fine sand to in. 60 to 64 in. Gray hard pan to in. to in. Mottling at 26-30" bgs; Application Rate: 0.4 gpd/ft2 Mottling at 30" bgs; Application Rate: 0.4 gpd/ft2 Anticipated water table >55 in. A � Anticipated water table –60 in. Roots to 10 inches. K-"' Roots to 10 inches. Health Dept Gpmm n_tss 1A a.y Health Dept. Comm nts SOIL LOG #5 0 to 8 in. Topsoil M n. p 8 to 48 in. Light br. silty fine sand 48 to 54 in. Gray hard pan to in. Anticipated water table >50" in. Roots to 8 inches. (6 " Mottling beginning at 28" bgs 1/ . IV/ 104:4,4 NAL 104- IA- Juzalsik-