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HomeMy WebLinkAboutSEP2012-00080 Jefferson County Environmental Health Department 615 Sheridan St., Port Townsend, WA 98368, (360) 385-9444 SEPTIC PERMIT APPLICATION PROPERTY OWNER: Quinn, Robert MAILING ADDRESS: 1209 37th St, Bellingham, WA 98229 PHONE: 360-671-1535 H,.mt 34E 3,73-5,75,i 4[.1.4 -To kr+.... ti 4:( SYSTEM DESIGNER: JSF Engineering1240 W Sims#45 Pt Townsend WA 9836Besigner Phone 360-452-8500 Job#: 12008_ LEGAL DESCRIPTION: Section: 15 Township: 29N Range: 1 W PARCEL#: 901-152-001 -------- -------- -- ---___---------- Subdivision Name: Citifor Inc. Survey Vol 25, Pg58 Division: - Block: - Lot(s): Parcel A Site address I Directions to site: Locked Gate at 1772 Anderson Lake Road, Chimacum, WA, 98325 .: Please contact owner to arrange access through locked gate for soils &site review. \11 a, )4 o-rN_ (<6.- SOURCE OF SEWAGE/USE: TYPE OF WORK: WATER SOURCE: • Residential: X New: X only: X Residential ADU: Modification: Public: Commercial: Expansion: - Community: Upgrade: SITE SIZE: 90 ac. Repair: Previous Evaluation: SYSTEM TYPE: Partial Repair- (tank): (drainfield): Yes, #: Conventional: Designate Reserve: Alternative: X Redesign: No: SYSTEM DETAILS: Number of Gallons/Peak Day: 240 Soil Type: 4 (attach soil eval.) Application Rate: 0.6 gal./sq.ft./day Drainfield Length: _ -2 t7a 16 _ _ - ft. Trench Width: 21 ft. Trench/Bed Depth: n/a in. Septic Tank Size: 1000 gal. Pump Chamber Size: 1000 gal. TYPE OF SYSTEM: Glendon Biofilter stratified up-flow sand filter 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. I further agree to save, indemnify and hold harmless Jefferson County against all liabilities,judgements, 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&right of entry to Jefferson County& its employees, representatives or agents for the purpose of application review&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 application that he or she requires pr or,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 appf ation will be seC arately judged by the rules and laws in effect at that time. 7 Property Owner Signature Date FOR OFFICE USE ONLY /Z 1/( PARTIAL AS:UILT // s t-l.) FINAL MC/6- ED APPROVED INSP/PUMP TEST M3/IS Cp rn= �y�� y ALL HOLD REQ. /l ET Date"2 .,/ `-I L Fey q4" Rec# Check #SEP v'� " JEFFERSON COUNTY PUBLIC HEALTH 615 Sheridan Street *Port Townsend•Washington W 98368 www.jefferson countyp ub lic heafh.o rg Phone-3Q3859444Fx-360-37 -_ 4. _ . ON-SITE SEWAGE DISPOSAL PERMIT PERMIT #: SEP12-00080 Date Received: 07/17/12 SITE ADDRESS: 1772 ANDERSON LAKE RD Date Issued: 09/13/12 Date Expires: 09/13/15 APPLICANT: ROBERT L QUINN PHONE: 360-393-5959 1209 37TH ST BELLINGHAM WA 982293236 LEGAL DESCRIPTION: S15 T29N R1W TAX 26 PARCEL A SURVEY V25/P58 PARCEL#: 901152001 Section: 15 Township: 29N Range: 01 W DESIGNER: JSF ENGINEERING PHONE: (360) 452-8500 1240 W SIMS WAY#45 PORT TOWNSEND WA 98368 SYSTEM DESCRIPTION: GLENDON BIOFILTER-M31 No. of Gallons per Day: 240 Type of work: NEW • Drainfield Trench Septic Tank Length: 16 feet Width: 21 feet Depth: inches Size: 1,000 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 Envir nmental 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.: SEP12-00080 1.) H - THE PODS MUST BE HELD BACK ENOUGH TO PROVIDE AN ASSURED 30 FEET TO THE ROADSIDE DITCH AND CULVERT. 2.) Contact designer prior to installation for staking of drainfield area. 3.) Health Dept. required to observe pressure test with system designer when system fully installed/complete, 48 hours notice to be provided for scheduling. 4.) 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. 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 246-272A AND 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.) Notification of the start of construction shall be faxed or emailed to Jefferson County Public Health ONE WORKING DAY prior to start. 7.), H - An asbuilt drawing and certification of completion by the designer is required prior to final approval. 8.) 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. 9.) Setbacks to all wells- 100' required from drainfield and reserve areas. 50' required from tanks and effluent transport lines. 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. 14.) The site plan received on 7-16-12 was reviewed by the Department of Community on 7-27-2011 and it was determined the new septic system meets the requirements in Jefferson County Code 18.22.270(1). The septic location is outside of sream buffers maximum requirement of 75 feet. Any future permits on this site are subject to review for consistency with applicable code and ordinances and does not preclude review and condition which may be placed on future permits. SEP12-00080 Page 2 of 2 \\tidemark\data\forms\F_SEP_Permitmod.rpt 9/13/2012 • . , JEFFERSON COUNTY PUBLIC HEALTH, 615 SHERIDAN, PORT TOWNSEND WA ASBUILT INSPECTION REPORT For RECORD DRAWING e, 0 Designer 1.--- F t:--N i,-)ve--iLikik,, Te41,1-3 rnct Y.,F,-- Permit# SEP 1,' 0 -1- 04, Installer T5-\1 K-e Li-`/ 66-1.4 .11.-U-C-1(6- CC. !-k20‘,;Z,4?74°354(4 Parcel# 6301° 19 Z Electrician 6,41- 44,-D 6 P-Eenz(6-, I--*V PurAfirl:2-13 2e31+? 12?-01Z-Design Flow 2-4t 0 6-1:'6 P e-4-r-- Property Owner izo E,C1---r I..... 6?,4 IN t..1 ,(--° 1C6.47,(.14_4-rff;I:jri!,TE-L.,11i,f2;,)44.'4 1.4/1414/9 g 7.zci Site Address 17-3-2- ArriDalzot-‘ f.--A-- e RI>.i Cl-li MA-cu m, 1A, 1837-s Answer all questions or indicate NA DATE Tanks, Pumps and Controls .( INSP. Tank (manufacturer, size, baffles) WOO cSkt.-.:1 .- ?.4-Wei) P.(;'?Eg-S,CoTto 14 AFR.1> 1-0/Zzlioll- 74 Pump chamber (manufacturer, size) le,o0 i,i..-. . ?}rid) g l'5 ER, C011171-1 g-OttiCt$‹, Screen(s)and/or Pump Shroud (type, location) E;4'CI-V;.1-'') AT C..' '''P 1-1 c 14.m i k C"1 r Z/Zzl7.46 NMI) 1-iik-Cg.ti) ik130E-rt. 14r& Were Tanks tested onsite for water tightness? let/ No Panel Model Aaukkoo(ui.„ Timer Model ..tlCrl'cikt- Blittul: ii, 2/to flo(5 Pump 1 - Man./Model 70L-b EPb1+ItF- Flow Rate .?.-1.- gpm 2.120/7-0 t5 Pump Location (i.e. garage, treatment unit, basement) 1" )C•A'f'i°i' r-ek-M1P--- 12'‘f 1)4(tir I'.7-ji.' Float4ransticer ettiches "1" 2-6'4 (4 ,13144/2"" Timer from bottom of tank- On/off- it in. Functions: On 3 6arnin Veto - 2,6" in. Off- to sec("hr Alarm - Ief W in. Veto On - ? eDmin Storage Above High Water Alarm 02- ga1.0-619 Veto Off- SO , secQhr Dose Counter Reading 9- .', V Do Se --.7- l'i velscr-5-461 #gallons/dose 1.6 gal. Elap. Time Meter Reading 1-t', 9 (1415) min/hrs Pump Throttled? Yes /0 Dose Drawdown (in inches) in. Pump 2 - Man./Model 1.-0<- Flow Rate gm ------ Punila-Location (i.e. garage, treatment unit, basement) Float/transducer settings Inches Timer ,- ----- from bottom of tank - On/off- in. Functions: On....----- sec/min in. ----------Off- sec/min/hr Alarm - -----'—-, in,---------Veto On - sec/min ...-;--- '- Storage Above High Water Alarm ..„,...-- g-al-:--, Veto Off- sec/min/hr . -- Dose Counter Reading ...-------- Irgallpns/dose gal. -..., Elap. Time Meter Rading min/hrs Pump Throftled?_ Yes / No '- If additional pumps-complete the info in this table Dose Drawdown (in inches) in. for each and attach. --'---..., Other Timer functions & settings (e.g. override on/off) Z ?' .A-5 ":* OA. HAWEBVONSITE\Asbuilt Report Forin.doc 04/28/10oaoe I of 2 . . . Alit Pre-Treatment, 4- 1.11-4-0 1 a6. Sandfilter-basin high water alarm shuts down pump to Sandfilter Yes I No Sandfilter Basin size/location --- — — 0 Sand Fill met design spec? Yes/ No -----1- —- -. ,, 6, ATU (manufacturer, model)---- Alarm-tested Yes /No Disinfection-0@i (manufacturer, type, model). Independent Alarni-Yes-/ No . Drainfield Transport Pipe size, schd, diameter 11'4, c-i-i 4° Manifold size/schd 1110 'ILq° Pvc- IIII617-01Z_ Orifice size op6i,3 croD 0 le I'Jo PIP --5 Lateral Size/schd I (0 5a1 i/c'-Pvc- ////5/7-0 ll--- Barrier Material ft/4 1:i1C1'-'W 6'Awl)cP-) Cover Material/Depth fkb tQLi Pile te- t;( _ Residual Head (lat.#&ft. Head) OA The laterals/pods were balanced (1-/e)/ No 1/-zoizo t5• Source/Manufacturer of Drainrock/Gravelless chambers Drainrock Clean? NesD No If no, what action taken? Mound/Glendon Site Prep . c.11- Pg.,`f , 1)1.-crWE1 ism-Air-in i(iglit, f 7- a ,,,,, _ Drainfield Length I efr') ft Width, 21 (.1 ) ft Depth, 12- inches 6 - Caps for measuring residual head stored (location) )1/4-)./A COMMENTS (inspection notes, changes from design or deficiencies in installation) Attach additional sheet(s) if necessary Re c ew b 4t ' 1- tt'aSP a-C"(1'4 Of" kr I b DF;PPt 0■10 1.,Etibt.■ giopo,TER vAtA, dIVI41hAAn , tA14, 1...1K.C, i7) Tiqdtf f tC, G,e)F. --1.4.-m- MAT is 140-r G-r-R-bwl- EmcniGli 10 TRW- NEic,RT: ?_6-151.-Er4(511 sea; ks FAMED TO lz_te P re' 0 VEEP- p•MS, Health Department Inspection issues resolved Yes/ No elA If yes how? Users Manual Provided to Homeowner Y65 Date Tank/component Decommissioning Report Attached Yes/ No/ in installer Certification attached/signed Yes/ No / t•CITt7) ATTACH RECORD DRAWING stamped/signed by Designer or Licensed Professional Engineer I CERTIFY 'nit INFORMATION PROVIDED ABOVE WAS VERIFIED BY INS W PECTIITE-S14-1, • ,S'.:c OTT Pfi%,, SYSTEM WAS INSTALLED AS DESIGNED AND APPROVED byJEFFERSON COUN -N-r;%.>: 910.11uvArE) OR MAT ClIANQES ftAVE BEEN NOTED AND rii SYSTEM I ' '' COMPLI' NCE WITif WAC 246-272A .4r3 r4 -1041111111a1111,- 1111111111rA IciTc.)15 V 2-01- t....),7; a L 31207 q,c,''''O/sT01:9,oNY \Designer Signatur Date RG, License# &'(-OgIAL V' 4 41-1 .:,1:2:.:3 HAWESIONSITE1Asbuilt Report Form.doc 04/28/10oaae 2 of 2 ''.7:`":ROVE0 FOR RELEASE C'UlINALSrNATURE CCI 0 . 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NO m u) 00 m PARCEL # 901-152-001 ]SF N N m e,/ o n 0 o co CLIENT: ROBERT QUINN 1240 WEST SIMS WAY 45 1209 37th STREET BELLINGHAM, WA 98229 PORT TOWNSEND, WA 98368 (360) 452-8500, jsfEng @olypen.com Pump Selection for a Non-Pressurized System-Single Family Residence Project • Quinn, APN 901-152-001, Job 12008/JSF Engineering, 1240 W Sims#45, Pt Townsend, WA Parameters Discharge Assembly Size 1.00 inches 400 { Transport Length 20 feet I i { i Transport Pipe Class 40 I I Transport Line Size 1.00 inches Distributing Valve Model None 350 Max Elevation Lift 11 feet I Design Flow Rate 10 gpm Flow Meter None inches 'Add-on'Friction Losses 0 feet 300 I I ) 1 II I I Ili 11 _ Calculations I � I Transport Velocity 3.7 fps py ,PF1005 i Frictional Head Losses u 250 I Loss through Discharge 3.3 feet X ,I 111n111111nU1,_M 11111111111111111111111111111 Loss in Transport feet III N11111111111111� 111�111 Loss through Valve 0.0 feet R Loss through Flowmeter 0.0 feet e 200 UIi!UIIUI, 'Add-on'Friction Losses 0.0 feet u E Pipe Volumes Vol of Transport Line 0.9 gals :° 150 Minimum Pump Requirements Design Flow Rate 10.0 gpm PF3005 Total Dynamic Head 15.4 feet ,H..... ...,—U....,.--.. 100 uiui•i�uuuN u •■un uunn�Muiu 1111111111IOU� N����I�III���OIM�Ii� i 50 i11n■■u11111111111i musem i um innumnimmu mImislIUU •nims SEE t c V''r' r FA- llllgolgIglommu !!wail illl■ mom's. � Gt Pty® b P o■ muuunluunnu uini n■ uua �mm 0 5 10 15 20 25 30 35 40 �� IBS C{FL5I -� YZ / t►S 40Lr Net Discharge(gpm) PumpData Legend PF3005 High Head Effluent Pump System Curve: 30 GPM,1/2HP 115/230V 10 60Hz,200V 30 60Hz Pump Curve:- - PF1005 High Head Effluent Pump Pump Optimal Range: 10 GPM,1/2HP 115/230V 10 60Hz,200V 30 60Hz Operating Point: Design Point: • Orenco Systems' Incorporated • • • Chrs Ongrhr Vary na W t1 Wma,nann' y S2131311 NI GV3H 1V.10.1. !- S" I I f O II) CV t o . c:0 00 VJ 2 CO ? � fez v W Z Z 11) w r a QL a . 0 Z cc w _ _ . ' ® d g-- -J 1 < 0 4- U a o aD 0 U a i U co _ ,o V J- 1 J 2 co a. _ NI N a. 1 c., 0 § g 8 8 ° • CO 1334 NI QV3H 10 101 JSF Engineering John Scott Fleming Engineering, Inc. I 1240 West Sims Way#45, Port Townsend, WA 98368 voice: (360) 452-8500, 800-248-6008, email: jsfEnqaolypen.com orjohn.jsf.en ineering @gmail • - SOIL LOG per WAC 246-272A & B, & ASTM D5921 - 2.7 Allo% if., 2012 Client: Robert Quinn �1 1209 37th Street fill \ Bellingham, WA 98229 Site Location: 1772 Anderson Lake Road, Chimacum, WA, 98325, Parcel#901-152-001 Excavated: May 15, 2012 by John Nisbet Logged: May 15, 2012 by John S. Fleming, P.E. Weather: Sunny Note: Only the best 7 soil test pits were logged of 21 total excavated Test Pit 1: Restrictive at 27" NCI,41 Z. 0-9" Dark brown gravelly sandy loam, weak granular structure, low penetration resistance, many roots, dry. Type 4 soil. 9-27" Brown & light grayish brown gravelly sandy loam &very gravelly silt loam, moderate subangular blocky structure, low to moderate penetration resistance, common roots, wavy boundary 23-39", dry to moist. Type 4 & 5 soil. 27-44" Brown weathered bedrock, strong subangular blocky structure, few roots, dry to moist. Test Pit 2: Restrictive at 28"o - \. �� r 0 L.. i 0-22" Dark brown & brown gravelly sandy loam, weak granular o m erate subangular blocky structure, low to moderate penetration resistance, common roots, wavy boundary 14-24", dry to moist. Type 4 soil. 22-28" Brown & yellowish brown gravelly sandy loam &very gravelly coarse sandy loam, single grain to moderate subangular blocky structure, low to moderate penetration resistance, common roots, irregular boundary 26-39", moist. Type 4 soil. 28-47" Brown very gravelly coarse sandy loam, massive, moderate cementation, moderately high penetration . resistance, few medium faint gray mottles and root bat at upper boundary, dry to moist. Type 7 soil. Test Pit 3: Restrictive at 30" óI( o Z'& 0-10" Dark brown gravelly sandy loam, weak granular structure, low penetration resistance, many roots, wavy boundary 7-14", dry. Type 4 soil. 10-30" Brown & yellowish brown gravelly sandy loam &gravelly silt loam, pocket of moderate cemented extremely gravelly sandy loam at northwest corner of test pit, moderate subangular blocky structure, low to moderate .enetratio -sistance, common roots, wavy boundary 27-37", dry to moist. Type 4&5 soil. 30-45" Brow ■ eathered bedrock`: moderately cemented gravelly coarse sand, massive, high penetration -- resistan -, few roots, dry to moist. Type . V qe‘itt Lt Test Pit 4: Restrictive ;•t 24" �� 0-10" Dark brown �,ra - y sandy loa eak granular structure, low penetration resistance, many roots, dry. Type 4 soil. 10-24" Grayish brown gravelly sandy loam,weak to moderate subangular blocky structure, moderate penetration resistance, many roots, wavy boundary 20-32", dry to moist. Type 4 soil. 24-38" Brown weathered bedrock, strong subangular blocky structure, few roots, dry to moist. Soil Log for Quinn,Job 12008,Page 1 Test Pit 5: Restrictive at 21" 0-9" Dark brown gravelly sandy loam, weak granular structure, low penetration resistance, many roots, dry. Type 4 soil. 9-21" Dark grayish brown sandy loam &gravelly sandy loam, moderate subangular blocky structure, moderate penetration resistance, common roots, wavy boundary 17-28", moist. Type 4 soil. 21-40" Grayish brown silt loam, high clay content, massive to moderate subangular blocky structure, moderate to high penetration resistance, common fine distinct yellowish brown mottles, few roots, moist. Type 5 & 7 soil. 40-48" Yellowish brown silt loam & silty clay loam, massive, high penetration resistance, few medium faint gray mottles and r o bat at upper boundary, dry to moist. Type 7 soil. Test Pit 6: Restrictive at 36" 0-36" Brown & light grayish brown gravelly sandy loam, weak to moderate subangular blocky structure, low penetration resistance, pockets of few fine faint light reddish brown mottles, common roots, wavy boundary 36-40", dry to moist. Type 4 soil. 36-50" Brown, light reddish brown & gray gravelly sandy loam, stratified with high clay content gravelly sandy loam, massive to moderate subangular blocky structure, moderately high penetration resistance, common medium distinct reddish brown mottles, very few roots, moist. Type 4 & 7 soil. • Test Pit 7: Restrictive at 27" 0-38" Light grayish brown gravelly sandy loam,weak to moderate subangular blocky structure, low to moderate penetration resistance, few fine faint light reddish brown mottles 27-38", many roots, wavy boundary 36-41", dry to moist. Type 4 soil. 38-51" Brown very gravelly coarse sandy loam &very gravelly loamy coarse sand, weakly cemented, massive to single grain, moderate to high penetration resistance, few fine faint reddish brown mottles, few roots, moist. Type 3, 4 & 7 soil. fcww"e? r37 • Soil Log for Quinn,Job 12008,Page 2