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HomeMy WebLinkAboutSEP2010-00050 Jefferson County Department of Community Development 621 Sheridan St., Port Townsend WA 98368, (360)379-4450 SEPTIC PERMIT APPLICATION PROPERTY OWNER V 4 /-ZZ--� MAILING ADDRESS a l 9/ f-/'f S?-z---,--4-(___,..5- j76"E //1/ 7 Pm 7-- r & / P/4 g3 6g :7f 2j:0 PHONE ( 3 .0 ) 38.5- Oa e.3 SYSTEM DESIGNER EZ. H27367460 Designer Phone# 3 —Cr..? C 3ao LEGAL DESCRIPTION: Section 17 Township 30 "Range /c PARCEL# 02-I-- / -/ / 4503 Subdivision Name Division Block Lot(s) Site address/Directions to site SI3 //( 70 R T7 //' SOURCE OF SEWAGE/USE TYPE OF WORK WATER SOURCE Residential X New Tank/s only Private Residential ADU Modification Public X Commercial Expansion X Community Upgrade Repair SITE SIZE 27/ /53 SYSTEM TYPE Partial Repair-(tank) (drainfield) Previous Evaluation Conventional Designate Reserve Area Yes# Alternative X Redesign No SYSTEM DETAILS Number of Gallons/day Z-4/49 Soil type 3 (attach soil eval.) Application Ratevf ' qal./sq.ft./day Drainfield Length ick) ' ft. Trench Width 3 ft. Trench/Bed Depth .3 P '1 in ' Septic Tank size CO gal. P ump Chamber size / 000 gal. TYPE OF SYSTEM P13&S C//1.2 eV 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,judgments,court costs, reasonable attorneys fees and expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit. I further agree to provide access and right of entry to Jefferson County and its employees, representatives or agents for the sole purpose of application review and any required later inspections. Staffs access and right of entry will be assumed unless the applicant informs the County in writing at the time of the application that he or she requires prior notice. Inspections shall occur during regular business hours. Initial here if you require notification before entry Appeal—A person aggrieved of a decision of the Health Officer may appeal. Appeals shall be submitted to the Health Division in writing within fifteen days after receiving written notice of the decision. DISCLAIMER This application is for an on-site sewage system that meets the state and county standards in effect on the date of application. This application for an onsite sewage system DOES PP PP g e Ys 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 appli - ton 4'11 be dged by th= rules and laws in effect at that time. , / Property Owner Signature '!!n� - "' ' �L_ Oat FOR OF f`4��tiA ��f ' OFRCE USE ONLY -7/ t 2 I PARTIAL ASBUILT (2/ (( FINA PRO ED ` INSP/PUMP TEST ! �q(I� - C1/0 a /t'� if ALL HOLD REQ.MET Aii 41 CAS CGINneitt 1 vnrwf ' '1`1P Date 3-1() Fee ( Rec# t 1-1(0 (40 Check# ,..532-- Case#SEP (D `� ) IL \\SOILS-STO\Storage 1\Office Docs\Forms\Jefco\Application Forms\Permit Application2008.doc SEWAGE DISPOSAL PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend WA 98368 (360) 379-4450 PERMIT#: SEP10-00050 Date Received: 05/03/10 SITE ADDRESS: 650 FORT GATE RD Date Issued: 10/29/10 NORDLAND, WA 98358 Date Expires: 01/29/11 APPLICANT: HENRY W MILLER TRUSTEE PHONE: 360-385-0023 PATRICIA E MILLER TRUSTEE 2191 HASTINGS AVE W PORT TOWNSEND WA 98368-8845 LEGAL DESCRIPTION: S19 T30 R1E TAX 15 TL TAX D1 PARCEL#: 021191003 Section: 19 Township: 30N Range: 01 E DESIGNER: ERIC HIBBARD PHONE: 360-683-6300 SOILS APPLIICATION INC.. P. O. BOX 1120 CARLSBORG WA 98324 state and DISCLAIMER-This approval is for an on-site sewage system that meets t he sta pp 9 Y 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 Taws 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. Permit issued to CONSTRUCT,ALTER, REPAIR OR MODIFY AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM IN JEFFERSON COUNTY,WASHINGTON Thls permit is issued for a period of thre= y-.rs (unless otherwise st- -d abo e) in accordance with Jefferson County Rules and regulations for on-sit: se :ge systems, codifies 8. • -m- •:d per ordinance no 06-0719-07. This permit may not be renewed. � ,,V L J-ffe on County Environmental 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 pemiit 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: 140-PRESSURIZED BED No. of Gallons per Day: 240 Type of work: EXP Drainfield Trench Septic Tank Length: 100 feet Width: 3 feet Depth: 34 inches Size: 1,000 gallons SPECIAL CONDITIONS APPLY - SEE REVERSE • CONDITIONS OF APPROVAL- PERMIT NO.: SEP10-00050 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.) 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 3.) This permit was issued to correct a violation of WAC 246-272A. The permit must be completed within 90 days of the date of issuance. 4.) Health Dept. required to observe pressure test with system designer when system fully installed/complete, 48 hours notice to be provided for scheduling. 5.) 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. 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. QEXISTING WATER LINE MUST BE REROUTED. 10' separation required between a Water line and all portions of the onsite sewage system; effluent transport line,tanks, treatment and disposal components. 9.) 10.) Setback to surface waters- 100' required from drainfield and reserve areas. 50' required from tanks. 11.) TRENCH DEPTH MUST BE MAXIMUM OF 34"AND INSTALLED BELOW THE FINE TEXTURED UPPER HORIZON. 12.) A 30'setback shall be maintained from the disposal component and reserve area to any downslope footing, curtain or interceptor drain or drainage ditch. 13.) All components of the septic system are to be completely protected from vehicular traffic or mechanical disturbance. 14. H - Permanent barriers are required along/around primary and reserve drainfield areas to protect from parking, driving, and other land disturbing activities prior to final. 1,\ot �6 .0 �\\c\ 2 of 4 11/22/19 I:\F_SEP_Permitmod.rpt 15.) Divert all sources of drainage, including roof drains away from septic tank and drainfield �� area. 16.) Septic tank and pump chamber to be water tight. Extra protection (i.e. Bentonite)to be used around inlet, outlet, and risers due to high water table. H - 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. 18. 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. 19.) This system as designed and approved is sized for only one single family residence. It is not sized for an Accessory Dwelling Unit(ADU). The minimum daily design flow per residence is 240 GPD. 20.) The proposal is to install a septic system on a parcel immediately adjacent to Kilisut Harbor. This segment of shoreline is designated as Conservancy. 21.) Per an April 14, 2010 Jefferson County Code Interpretation for EHB 1653, which addresses Shoreline Management Act and Growth Management Act jurisdiction, codes in effect, including Critical Areas Ordinances retroactive to July 27, 2003, shall apply to development proposals within shoreline jurisdiction with a vesting date on or after March 18, 2010, which is the effective date of EHB 1653. As such, the Critical Areas Ordinance (as codified in Chapter 18.22 JCC)applies to development with shoreline jurisdiction. 22.) In addition to this septic permit, the project proponent shall obtain a shoreline exemption from Jefferson County Department of Community Development prior to beginning any work associated with septic installation. 23.) Prior to septic final, the project proponent shall implement the mitigation plan as specified in the Wetland Delineation and Mitigation report(September 2010). Once the plants have been installed, the project proponent shall contact Department of Community Development(360-379-4450)to schedule a site visit to review the mitigation area. Septic final shall not be issued until Department of Community Development has approved the plant installation. 24.) Any plant substitutions within the mitigation area shall be approved by Department of Community Development prior to installation. No landscaping or ornamental varieties shall be approved for installation as mitigation. 25.) The application was reviewed by the Jefferson County staff for the potential presence of Critical Areas under the provisions of the Jefferson County Code (JCC). After an initial Geographic Information Systems mapping review and an investigative site inspection,the following Critical Areas were confirmed to be present on the subject property:fish and wildlife habitat conservation areas (federally-listed species in marine waters), wetlands, aquifer recharge areas (special aquatic recharge protection area), and seawater intrusion protection zone(coastal). 26.) Aquifer Recharge Areas in Jefferson County are characterized by porous geological formations that allow percolation of the surface water into the soils and the underlying zone of saturation. Aquifers are geologic formations that contain sufficient saturated permeable material to yield significant quantities of water to wells and springs. Aquifers serve as the source of drinking water within most of the rural portions of Jefferson County. The proposed project is not expected to adversely affect aquifer recharge areas. 3 of 4 11/22/19 i:1F_SEP_Permitmod.rpt 27.) A Special Report was submitted in conjunction with the application to address wetlands and fish and wildlife habitat conservation areas. The Wetland Delineation and Mitigation report prepared by Olympic Wetland Resources (dated September 2010)can be used for mitigation associated with development in the fish and wildlife habitat conservation area buffer as well. Mitigation is to be implemented prior to septic final. 28.) Marine shorelines and islands are susceptible to a condition that is known as seawater intrusion. Seawater intrusion is a condition in which the saltwater/freshwater interface in an aquifer moves inland so that wells drilled on upland areas cannot obtain freshwater suitable for public consumption without significant additional treatment and cost. Maintaining a stable balance in the saltwater/freshwater interface is primarily a function of the rate of aquifer recharge (primarily through rainfall)and the rate of groundwater withdrawals (primarily through wells). The Washington Department of Ecology is the agency with statutory authority to regulate groundwater withdrawal for individual wells in Jefferson County. New development, redevelopment, and land use activities on islands and in close proximity to marine shorelines in particular should be developed in such a manner to maximize aquifer recharge and maintain the saltwater/freshwater balance to the maximum extent possible by infiltrating stormwater runoff so that it recharges the aquifer. The proposed project is not expected to adversely affect SIPZs. 29.) The parcel is located within a coastal SIPZ (seawater intrusion protection zone)according to the County GIS map. There are voluntary and mandatory measures identified in the Jefferson County Seawater Intrusion Policy(Resolution 44-22, effective September 23, 2002)that apply to well drilling proposals and building permit applications on existing lots of record. A Coastal SIPZ is defined as:all islands and area within one-quarter mile of marine shoreline, but no history of chloride concentration above 100 mg/L in groundwater sources within 1000 feet. 30.) To help prevent seawater from intruding landward into underground aquifers, all new development activity on Marrowstone Island, Indian Island and within 1/4 mile of any marine shoreline shall be required to infiltrate all stormwater runoff onsite. 31.) VOLUNTARY MEASURES OF COASTAL&AT RISK SIPZ: Water conservation measures: 1. Roof and other intercepted precipitation shall be routed to on-site detention ponds and/or other approved means and allowed to be released to the soil slowly. 2. Water collected from Storm water and roof catchments may be used for watering lawns and gardens. Unless catchment water has been treated to meet drinking water standards, there shall be no cross connections allowed between the potable supply and impounded water. 3. Water withdrawn from wells on each property shall not be used for watering of lawns and/or gardens. 4. Ground water withdrawn from each property shall be restricted to a rate of three (3) gallons per minute. 5. Installation of water conserving fixtures such as low flow toilets, faucets and shower restrictors and other water saving plumbing fixtures. 6. Landscaping plan (xeriscaping, native vegetation with minimal amounts of irrigation). Please NOTE that the above listed measures are not intended to be exhaustive, but rather is intended to be illustrative of the types of water conservation measures. 4 of 4 11/22/19 I:\F_SEP_Permitmod.rpt Pre-Treatment Date Insp Sandfilter basin high water alarm shuts down pump to Sandfilter Yes / No Sandfilter Basin size/location Sand Fill met design spec? Yes / No ATU (manufacturer, model) Alarm tested Yes / No Disinfection Unit (manufacturer, type, model) Independent Alarm Yes / No Drainfield II Transport Pipe size, schd, diameter '2 SC// 'O 'r Manifold size/schd SC61e0 Orifice size 6' / Lateral Size/schd 1 Yi lf-TCfjr k3' Barrier Material / Z/f7' c'9 Cover Material/Depth Z' " Residual Head (lat.# & ft. Head) 91 The laterals/pods were balanced 4102111, 0 1-- Source/Manufacturer of Drainrock/Gravelless chambers , C= Drainrock Clean? P ► . If no what action taken? Mound/Glendon Site Prep Drainfieid Length /00 ft Width _ ft Depth 36 inches Caps for measuring residual head stored (location) COMMENTS (inspection notes, changes from design or deficiencies in installation) Attach additional sheet(s) if necessary O/17 Aj'/,� ' &7li,,O OF '30777d -'T2 7?nG 7�/f*.z7 `f7`fE' 7718-4-C/54.631- GvE-73 E- G `- 51" v- /3'9c-,r 7o iry ax/ 3 ' cam' G,1449E C `3 3 S't'ab OviCiWg9G i2.gi' 't 77),V4- Gvfls'E " + Health Department Inspection issues resolved Yes / No / NA If yes how? e fie rk(4, Users Manual Provided to Homeowner Date 45/ t Tank/component Decommissioning Report Attached Yes / No A Installer Certification attached/signed Yes / No ATTACH RECORD DRAWING stamped/signed by Designer or Licensed Professional Engineer I CESTIFy THE INFORMATION PROVIDW A3OVE WAS VERIFIED BY INSPECTION, 7-74E SYS t tm lt)AS INSTALLED AS DESIGNED AND APPROVED lry JETTERSON Co rY IDArE) OR r AY CHANGES HAVE SEEN NOTED AND 71-CE ' sTL PLIANCE WIY t WAC 246-272 • • (-1g-il a Designer Signature Date License # `- $100362 �? MEWHINARD 1`, UCENSED DESIGNER VOWS WW4( H r✓VEB\ONSITE\Asbuilt_Report_Form.doc 04/28/10page 2 of 2 t - JEFFERSON COUNTY PUBLIC HEALTH, 615 SHERIDAN, PORT TOWNSEND WA 98368 ASBUILT INSPECTION REPORT For RECORD DRAWING Designer /7l?3/.'3,9/7,0 Permit # SEP 10- ©CoS0 Insta.lier J-19ij� 0"'O�0 Ft Parcel # C.,-Z.- / -- I q /_ O .',3 Electncian DQ,,, ?C. 00 62 6 Design Flow - 4e3 Pd77X Prope;°ty Owner p/9 7` /17 2 / (0 19/'G Site Ad;ress 650 T- o.. c7 Answer alt questions or indicate NA DATE Tanks, Pumps and Controls INSP. Tank ,manufacturer, size, baffles) Pe-4,/,2j2/1-0(_,4 779/7//ts Qn6R. .0 Pump chamber (manufacturer, size) J0 1,, PI/C....-- .diyf<C: Screen(s)and/or Pump Shroud (type, location) 7-1/F, Q.,7Z.E% .844-4&--3 GAq x= 71/ qt- /6" /°l/inP .j-,q/3 z'Q Were Tanks tested onsite for water tightness? Yes / No Panel Model 4V/961/MX Timer Model -T-PG SO / Pumo 1 .w Man./Model Z°er1 8/1/-/Sz Flow Rate i7t 0 qpm Pumo Lucation (i.e. garage, treatment unit, basement) Ftoat/ -E nsoucer settings Inches Timer f,om k a =,or. of tank- On/off - l g' in. Functions: On Z / min Veto - q 3 in. Off 2, sec/mi AP Alarm - 3ge in. Veto On - °2.. / 4g1, min ` ornc,e Above High Water Alarm 30eio gal. Veto Off - 90 sec/ hr DOsE Counter Reading 2 44 # gallons/dose /9. gal. Eiap floe Meter Reading CO:2I;/Zmin/hrs Pump Throttled? Yes / o Dose Drawdown (in inches) 'Ai /r in. Pump 2 - Man./Model Flow Rate qpm . Puma Lncation (i.e. garage, treatment unit, basement) Float/transducer settings Inches Timer from bottom of tank- On/off - in. Functions: On sec/min _ Veto - in. Off - sec/min/hr Alarm - in. Veto On - sec/min S:oraoe Above High Water Alarm gal. Veto Off - sec/min/hr Dose Coaster Reading # gallons/dose gal. _ Elap Time Meter Reading min/hrs Pump Throttr' di Yes,/ No Dose �rawdOVJn (in inches) in If additional pips- complete e the iof Tip this table for each and attach. Other rimer functions & settings (e.g. override on/off) H:\WEE'ONSITE,Asbuilt_Report_Form.doc 04/28/10page 1 of 2 b % to -<$ -f --I= —I Z • C-) 1 Vi I • 4. PDAL 5 _;n. N/�EL I z I so -ri "1 -0. s a I o on t _j"� �-0 • I I �� (n N n c, Q N O o I • _s '�� I O q r- 0 - - - 11.. .tcriliii-27--___________ 0 rri L i --I nc,, O 1 , . . 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A.. k -, ;V:. .-.- .aF w LB . _ r 5'0' 0 - 5-D 1 http://photos.msn.com/ImageServer/Image.aspx?Image=mgkSFy3d5JCVeSePj C1P9SYA0... 2/22/2011 $ lSt.LQ NOTE: CABIN I.IAS BEEN IN THE E FAMILY iP i PROPERTY �.IP . - (j c ON THIS SINCE - 1--- 1 THE LATER 4C' S RECEIVED u' ' 50' UN,WM 1 U0' Of--I WM 150' OHWM �' OHviM AS PER OLYMPIC EXISTING DRUM VvWiLL HAVE TO BE WATER LINE :•:'Q.(`i' 20 2010 Q 0 7 O WE RAND RESOURCES I PUMPED AND REMOVED BE RE-ROUTE TOE OF SLOPE I ANY EXISTING DRAIN LINES WILL I AVOID RESERVE 01 — I / y BE ABBANDONEU IN PLACE ' AREA Jeffers County CO I327'f it ! 7 - EL b c I al Health ITOPI OF SLOPE I Q J L 11 I - I . L) 2 \ a if 1 4\1 - . hli ��PDRIVEWAY ding site, Idrv►e .►• il 0 to In •rot e •-- • enonce h s iie„ ,EXISTING CABIN v iewed or oppt . • fiTER AOL z I i I . •fferson Count s — O 41i Li v ■ l ��EA Q I \ ' 100% RESER� AR 6'�_. i , I rs��ms 5° P�;i;�I \ MONO , I” 1111 • ���� O vi 1 I____ __, _.1 Lu cf) 14.1 c, .‹c o — \ � Q 424'1 —/— �— -5' MIN HEAD WORKS W X Q_ I MANIFOLD W/ RISER 1� TO GRADE I NEW 1000 GALLON SEPTIC AND EXISTING OUTHOUSE TO BE z , ' PUMP TANK W/ RISERS TO GRADE REMOVED AND FILLED IN Scale: 1 ,> = 2 BEFORE FINAL OF SYSTEM 0 0 20 40 60 / TWO PRESSURI ED TRENCHES 50°X3°X34°' W/ SCALE: CLEANOUTS A D MONITORING PORTS AT END OF EACH TRENCH 1" = 20' NOTES DATE: 10-14-2010 1. IT WILL BE NECESSARY FOR THE SEPTIC SYSTEM INSTALLER TO CONSULT WITH THE PROPERTY OWNER BEFORE PROCEEDING WITH WORK. NOTE: Do not drive over the system NUMBER: B. INSTALL 4"0 PVC CLEAN-OUT AT HOUSE CONNECTION IF NOT ALREADY PRESENT & SERVICEABLE. while backfilling in sand, since sand 10-074 3. INSTALL NEW 2 COMPARTMENT CONCRETE SEPTIC TANK WITH SCREENED OUTLET BAFFLE, AND NEW SINGLE COMPARTMENT CONCRETE PUMP does not give adequate support. DRAWN BY: CHAMBER. INSTALL RISERS TO FINISH GRADE OVER ALL ACCESS PORTS. FINAL POSITION OF THE TANKS SHOULD BE DETERMINED IN THE FIELD Al-TER ERIC THE BUILDING CORNERS ARE STAKED AND THE LOCATION OF THE SANITARY CONNECTION IS KNOWN. 4. THE LOCATION OF CERTAIN SITE FEATURES AS SHOWN ON THIS PLAN ARE APPROXIMATE ONLY. NO SITE SURVEY WAS PERFORMED IN REVISIONS: CONJUNCTION WITH THIS DESIGN. THE SYSTEM INSTALLER SHOULD VERIFY ALL DISTANCES AND OBTAIN THE ASSISTANCE OF THE DESIGNER TO STAKE q 4-19-2010 OUT THE PROPOSED LOCATION OF THE NEW DRAINFIELD. SEWAGE DISPOS L DE' I.I1 ,� ; . 5. THE SIZE OF THE PUMP(S) REQUIRED TO OPERATE THIS SYSTEM ARE BASED ON ASSUMPTIONS REGARDING THE PROPOSED LOCATION AND FINISH A. ; .ved for C rl t C o o .'0w� FLOOR ELEVATION OF THE RESIDENCE OR OTHER STRUCTURES. INSTALLER IS ADVISED TO CALL THE DESIGNER BEFORE ORDERING ANY PUMP(S). I F. .,<Q.4si4As,y/*-.4„ SHEET NUMBER 6. THIS SYSTEM IS NOT TO BE INSTALLED UNLESS ALL DESIGN DOCUMENTS, DRAWINGS, AND SPECIFICATIONS ARE PRESENT ON–SITE. 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I iw.J g 0 1. �a. o n o '7 2 � ��° m o xi \ ti C7 1''�� 5 —r -0 D m 70 m1mA qsT�• P 1 z- r AFOFll � m �1ma=oarn.,�� '� �y//� '1,;',' 1(nW o 9 y�// I m� %/// 0171. • it 10- ' / rrim o v c ON—SITE WASTEWATER PLANS 0 N A o TAX PARCEL #021-191-003 SOILS APPLICATION, INC.to 1 ° m " ° a o 863 CARLSBORG ROAD, SUITE A, {' o PRESSURE SYSTEM FOR SEQUIM, WA 98382 01 MILLER PH (360) 683-6300 FAX (360) 683-5652 ■ N in V Q co in Li co Z CONSTRUCTION SPECIFICATIONS inspection. o w j The work described in this document consists of the EXPANSION construction of a A sediment shroud shall be placed around the bottom of thc,pump extending to 16 Z 000 n septic system for a 2 bedroom residence.The system consists of a septic tank,pump inches above the bottom of the pump tank. �_ 0 chamber,and drain field. The contractor shall be licensed,bonded,and certified by the I— Q O Q Jefferson County Department of Environmental Health.The contractor shall give the Controls shall be AQUA WORX or equal.The control panel shall have a NEMA 4 Q �` designer forty-eight(48)hours minimum advance notice of installation. enclosure if exposed to the weather or a NEMA 1 if placed in a weather tight building. U U The alarm circuit will be separate from the pump controls.A dose counter and timer -.J cr Inspections: are required. O o A pre-construction on-site meeting with the installer shall take place for the purpose of m layout. Inspections will be required during construction at the following completion The pump shall be installed in the pump chamber per Department of Labor and -. Q ro CO Industries Policy 85-07R.(Electrical Inspection). A.Trench Inspection I Excavation J U -. 0 B.Trench Inspection 2-Completed with Plumbing Before Cover ASTM C-33 filter sand is NOT required for this installation. O r7 0 Tanks/Pump/Controls Inspection ..- C.Final The Drain Field: a Septic Tank: All piping shall be installed as shown on the plans,or as directed by the designer.Fill material shall be free from large rocks or objects which may damage the pipe. Laterals The septic tanks shall be a standard two-compartment 1000 gallon concrete tanks.The shall be installed level with an accumulated elevation difference not to exceed 3/4". Z tank shall meet state and Jefferson County Codes and shall be water-tight. Inlet and The laterals shall be thoroughly flushed until free of all dirt and plastic shavings prior "c outlet sanitary tees made of plastic material shall be installed.The outlet tee shall to inspection. 90 degree sweeps with cleanouts&monitoring ports shall be installed J have a screened baffle.Risers shall be installed to finish grade on both access in round valve boxes at the ends of all laterals. An 18"length of#3 rebar shall be o- tO ports."Jet-Set"or equivalent shall be used to secure the risers to the tank. Grout or driven into the ground at each end of the manifold piping to assist in future location 0 Ct mortar will not be acceptable.Care must be taken to ensure a water-tight seal.Be sure purposes. 00 to fill the tank with water when the installation is complete. The sidewalls and bottoms of all trenches shall be hand-raked after excavation and Pump Chamber: before the placement of gravel and distribution lines to remove smears caused by the N N cr excavation process. The pump chamber shall be a 1000 gallon single-compartment concrete tank.The tank (n J must be water-tight and meet state and Jefferson County Codes.A riser shall be The designer must have all pump curve data,technical support manuals,warranty ( W L installed over the access port and shall extend to finish grade. "Jet-Set"or cards and operating instructions for all components to assist us in our maintenance& U equivalent shall be used to secure the risers to the tank. Grout or mortar will not be monitoring efforts. We will incorporate all pertinent data into the Operations and acceptable.Care must be taken to ensure a water-tight seal.Be sure to fill the tank with Maintenance Manual that we present to the home owner upon completion of their new water when the installation is complete. system. CC X Lateral,manifold,and transport piping shall be SCH 40 PVC or better and shall be DESIGNER MUST BE NOTIFIED OF ANY VARIATION OR MODIFICATIONS !-- solvent welded. All piping within the pump chamber shall be schedule 40 PVC or CONTEMPLATED FOR THE SYSTEM DESIGN OR SPECIFICATIONS. V) better and shall be solvent welded. All fittings shall be schedule 40 PVC or better. CHANGES MUST BE AGREED TO IN WRITING BY THE DESIGNER. Z 0 Pump and Controls: The pump shall be a non-clog submersible sewage effluent pump and meet the SCALE: following specifications: DATE: Minimum delivery capacity: 26.1 GPM @ 15.5'TDH 4-19-2010 Discharge size: 1 1/2"dia.minimum Total dose: 14 gal.+ 10%twelve times daily= 160 gpd avg , SI e,N JOB NUMBER: SEWAGE DISPOSAL 10-074 The pump shall be able to pass a three-eighths inch solid sphere and be safe in areas of p r1 0 :d for Const Ct• DRAWN BY. explosive gasses.Pump information,such as specifications,operation,and Ap D � , ERIC maintenance,etc.,shall be submitted to the designer prior to or at the time of final Da e REVISIONS: St- j X10•■ £ f.-` .. IS'• %AN, •�..c:•e�� ' SHEET NUMBER conspecs.wps ------' A:•�`-:;�, 5100362— •� 1 OF 5 •0, ERIC W HIBBARD •." 1 LICENSED DESIGNER IV Al EXPIRES 11/18/2010 GENERAL CONSTRUCTION NOTES and maintaining the wastewater. `�' 9 Orifice shields: Not used "0 Gravelless chambers:Equal to Infiltrator® z Q tn 1. Construction materials and procedures shall be as set forth herein and in 8. If, during construction, soil conditions are found that may lead to premature Drainrock: (If used)clean washed gravel 3/4"to 112"0 Li conformance with: failure of the system, construction shall be suspended immediately and the Cover material: Soil shall be relatively clean and free of large rocks and CO engineer shall be notified. Such soil conditions shall include but not necessarily organic matter. It shall be placed carefully over the Z (f) N o • applicable Washington State Department of Health (WSDOH) Technical be limited to ground water, fill material, clayey soil, bedrock, or excessively drainfield trenches or bed, as applicable, so as to not Q co rj Review Committee (TRC) publications, permeable gravel. disturb the lateral piping. and shall be raked smooth. High , c • WSDOH TRC Pressure Distribution Standards (2007). quality grass seed of a local mixture shall be planted over Q p° t, • Washington Administrative Code chapter 246-272A, On-Site Sewage 9. Any deviation from these plans shall be approved by the county and engineer all disturbed areas. U QC Systems (2007) prior to construction.All changes in location of the system components shall be Anti-siphon valve: 2" 0 Orenco, product#051 HVAS200 or equal — CD • applicable portions of the Standard Specifications for Road, Bridge, and documented by the installer with an"as-built"drawing giving distances to two Pump: Non-clogging submersible effluent pump rated @ 26.1 O o Municipal Construction (Washington State Department of reference points. m 15.5' TDH, able to pass a%" 9p © p 0 solid sphere, and o Transportation/APWA, current edition), safe in the areas of explosive gases. - Cl) O' o • National Electrical Code (NEC), (current edition), 10. The installer shall notify the engineer 48 hours in advance to stake the Control panel: Aquaworx IPC-1 pump control system with float-less Q CY W r!) • Jefferson County Regulations, chapter 8.15, for On-site Sewage location of the system prior to beginning construction, as needed. operation, programmable on/off timer, manual off/auto (n Q & co Disposal Systems, operation, programmable start/stop/alarm levels, audible I U • Jefferson County Division of Environmental Health Policies, 11. Installer shall finish grade to divert all surface water runoff away from tanks alarm w/push to silence, date/time stamped event log, _ r") M • along with all other applicable national, state and county codes. and drainfield treatment areas. visual alarm, automatic alarm reset, visual heartbeat Q ca `' indicator, real-time clock& battery backup, VETO feature, a 2. Any inconsistencies, errors, or omissions in the Plans or the Specifications 12. The bottom of the drainfield trench or bed areas may be inspected by the dose counter, and pump run-time meter. The alarm must which in the opinion of the Contractor, may reduce the quality of the wastewater engineer prior to placing drain rock. Drainfield bottom shall not exceed +1/2 inch be on a separate circuit from the pump controls. A system shall be reported to the Engineer prior to construction, from level. qualified electrician must perform all wiring. 3. The Contractor shall be knowledgeable and experienced in the construction of 13. After permanent power is connected to the pump controls, the location and Z g P P p P P The following notes, disclaimers, and instructions are binding upon the on- Q this type of wastewater system, and shall hold a valid certificate from the operation of the system shall be inspected by the engineer. The installer shall site system designer, the installer, and the property owner or grantor of the —.I Jefferson County Division of Environmental Health. make any necessary adjustments. property for which this design is intended. No substitutions of material or a_ t o procedures may be made without approval of the system designer: I� 0 I O 4. Gravity pipe shall be installed in accordance with ASTM D 2321. Pressurized 14. After installation but prior to covering, the location and operation of the transport pipe joints shall be installed in accordance with ASTM D 2855. system shall be inspected by the county Health Department. Phone 379-4468 to 4_ The site plan map does not represent a survey of the property in question, L�1 rn Bedding, haunching and initial backfill shall be either sand, pea gravel, or gravel schedule when ready. They have 48 hours or two working days to complete an I-- nor does it profess to illustrate all easements or encroachments. Any that •- bedding in conformance with Section 9-30.7A-(2)of the Standard Specifications. inspection, after which the installer may cover the system. may exist are the responsibility of the property owner and are the owner's Q I LLI Bedding shall be placed, graded smooth, and compacted to 90%of maximum dry liability. j (!) Ct density as per ASTM D 1557. Haunching up to pipe centerline shall be SYSTEM CALCULATIONS p W o This site map is based wholly or in part on the best information available at % to compacted to 90%prior to placing initial backfill. Initial backfill to a depth of 6 „ the time from one or more sources such as the latest county assessor's inches above the pipe shall be compacted to 90% prior to placing subsequent Size of residence: 2 �v) -5 FA parcel map, or from the owner's or owner's agent location of property lines (f) W L backfill. Native bedding, haunching, and initial backfill may be compacted to 90% Estimate peak flow: 120 gpd/bedroom =240 gallons per peak day and corners. The drainfield and reserve area have been placed accordingly. t U in accordance with paragraph 3, Section 7-08.3(1)C of the Standard Drainfield area: 240 gpd/0.8 gpd/sf=300 sf If this property line information is inaccurate, then the system designer is not QC Specifications, if appropriate. Subsequent backfill above the pipe zone shall be Reserve area: 240 gpd/0.8 gpd/sf= 300 sf liable for improper placement for those items. A good faith attempt will be either of the following. made to be as accurate as possible. L x CC CC SYSTEM INFORMATION &SPECIFICATIONS • Final grading must ensure that all surface water is diverted away from the I— a) Traffic Areas drainfield and reserve areas. System type: Shallow pressurized with gravelless chambers (drainrock • Site preparation and drainfield installation are to occur during dry conditions. Backfill shall be bank run gravel, Class B in conformance with Section 9-30.7(C) may be used in lieu of gravelless chambers) • Vehicles and livestock are to be kept away from the drainfield and reserve of the Standard Specifications. Compaction shall be 95%of maximum dry Soil type: Type 3 areas. No burning is allowed. Z density as per ASTM D 1557. Compacted lift depth shall not exceed 8 inches. In Application rate: 0.8 gpd/sf • This on-site system requires regular maintenance on the part of the owner 0 the absence of inspection by the Engineer, the Contractor shall document the Peak design capacity:240 gal/peak day as described in the provided manual. The designer and installers are not compaction effort with photographs. Avg. design capacity: 160 gal/average day responsible for system failure due to improper maintenance or diligence by SCALE: Trench size: TWO @ 3'X 50'X34– the system owner. b) Non-Traffic Areas Filter fabric: (If used)0.85 oz./sq. yd. equal to Orenco LIFF3 • No septic system additives are required, nor may they be used. Septic tank: 1000 gallon two compartment CONCRETE tank with • The property owner is responsible for damage done by landscapers. DATE: Backfill shall be native material, free of organic matter. Compaction shall be to 2 risers equal to Penninsula tanks • Site conditions at the time of system installation may require that a curtain 4_19-2010 ' 90% of maximum dry density as per ASTM D 1557. Septic tank risers: 24" 0 water tight, sealed to tank, equal to Orenco model drain be built to protect the drainfield even if it was not shown on this design. RR24 with FL24G un-vented lids with gasket JOB NUMBER: 5, The pump shall be installed in the pump chamber as per WAC 296-46A-500, Effluent filter: 1/16"mesh rated for 500 gallons per day equal to Zabel 10-074 Installing Electric Wires& Equipment, On-Site Sewage Disposal Systems. Model A1800 Pump chamber: 1000 gallon single compartment monocast with 1 riser DRAWN BY 6. All exposed soil shall be seeded with grass prior to final inspection. equal to Peninsula Tanks ERIC Installations during October through April shall be mulched with 2 inches or more Pump chamber riser: 24"0 water tight, sealed to tank, 4 grip splice box, of seeded hay to prevent erosion. Seed shall be spread at an approximate rate of discharge pipe grommet, and float bracket equal to REVISIONS: 10 pounds per 5,000 square feet. Orenco model RR24-S4-20-FB with FL24G unvented lid SEWAGE DISPOS L DE SIGN with gasket �0 7. The designer shall be responsible for periodic inspection to document the Gravity pipe: 4"0 ASTM D-3034 PVC A roved for.CQ StrL1C I ���` location of visible components. The installer shall be responsible for constructing GV� I,■ .� g Transport line: 2" 0 sch 40 PVC fl I Q�' the system described within these plans and with the conditions of the permit. Manifold pipe: End manifold,2" 0 sch 40 PVC { t �� �� The installer shall be fully responsible for the quality and function of the permitted ?.w I./.0.o��ASy;,�� - SHEET NUMBER Distribution laterals: TWO1.25"0 sch 40 PVC,with end sweeps&clean �, y 0 system for a period of one year after the completion of construction. The installer outs in 6"0 HDPE valve boxes. l���`` �� �_ shall certify that the system conforms to the specifications and performance of Orifices: 3/16"0 @ 3'on center oriented at 6' o'clock in drain rock �'. I�°--4 the permit and WAC 246-272A implicitly by receipt of final payment from the & 12 o'clock in Infiltrator N'', ;;s i�=. P OF 5 permitee for construction services. The owner shall be responsible for operating ERIC W HIBBARD 'li 40 fO. LICENSED DESIGNER/ / EXPIRES 11/18/2010 Jefferson County Environmental Health Dept. 615 Sheridan St., Port Townsend, WA 98368 SOIL EVALUATION Property Owner-PATTY MILLER System Designer- Soils Applications Inc. ERIC HIBBARD LEGAL DESCRIPTION: Section-19 Township-30N Range- lE Parcel#021-191-003 Subdivision _Division Block Lot(s)- Date Logged: 4-14-2010 Logged by: Eric Hibbard Include soil textural characteristics and depths at which s' nificant changes occur. Be sure to include depth where mottling or impermeable lay rs occ / SOIL LOG #1 Health Dept. Comments: / 0" to 12": Red Brown sandy loam ,C- ) 0r-q v C. L7 Y c.__1 12" to 24": Tan fine sand 0 \t\ g v Al tl7 ol - 24" to 77": Gravely medium sand -°' 6 v 1_, --- Observer ter table @ n/a �0 ° n 3 5i c l� l ® Roots tc(60 '? - l 1 SOIL LOG #2 Health De t. Comments: 0" to 12": Red Brown sandy loam ' -19 j 12" to 22": Tan fine sand 1 (I 22" to 65": Gravely medium sand ) Observed water table @ n/a _ Roots to 65" SOIL LOG#3 Healt Dep ,Comments: 0" to 5": Red Brown sandy loam b _ 2 5" to 24": Tan medium sand L b 0 24" to 75": Gravely medium sand .J r-!" ' fil o Observed water table @ n/a end( Roots to 67" SOIL LOG #4 Health Dept. Co ents: 0" to 6": Red Brown sandy loam 7. 6" to 32": Tan medium sandy` 1O jf�fV�/( 32" to 82": Gravely medium sand #'` � �\� . - � G-'�✓wA,� / '�L.� Observed water table @ n/a �i'� u % Roots to 72 /s ' LICENSED DESIGNER X i .. 411 ,,I - �,,,_, 5111180 r ;, ",„0",77( .7 / iz.,,;:t, . i'd 0 ea ifril t A7 2 Pump Selection for a Pressurized System /' � ****,`'f illiNNEO -Input Parameters aN Orifice Size 3/16 inches Residual Head at Last Orifice 3.0 feet 100 I I Orence Systems' Orifice Spacing 3.00 feet Effluent Pumps Incorporated PEF, PKP Series Number of Laterals per Cell 2 PEF150 2/5 hp to 1-1/2 hp ' Lateral Length 50.0 feet 90 Lateral Line Size 1.25 inches 814AIRWAYAVENUE Lateral Pipe Class/Schedule 40 SUTHERLIN;OREGON Distributing Valve Model None 80 97479 Manifold Length 10.0 feet PEF100 Manifold Line Size 2.00 inches Manifold Pipe Class/Schedule 40 TOLL FREE: Lift to Manifold 10.0 feet 70 , 1 Transport Length 50.0 feet 1800)348-9843 Transport rt L in e Size 2.00 inches Transport Pipe Class/Schedule 40 D 60 Discharge Assembly Size 2.00 inches H , ,® ®® TELEPHONE Flow Meter None inches PEF75 (541)459-4449 Iii Add-on'Friction Losses 0.0 feet x 50 Calculations C ® FACSIMILE Minimum Flow Rate per Orifice 0.76 gpm PEF50 Ng 40 _� (541)459-2884 Number of Orifices per Zone 34 ® \ Total Actual Flow Rate 26.1 gpm 0 ® ' Number of Lines per Zone 2 PKP350 ®_ '� ® Ill www.orenco.com Flow Differential 1st and Last Orifice 6.3 % 30` AmiwNilowi , Lift to Manifold 10.0 feet Residual Head at Last Orifice 3.0 feet PEHead Loss in Laterals 0.5 feet 20 ® ®, Head Loss Through Distributing Valve 0.0 feet 4 Head Loss in Manifold 0.0 feet .�--® Head Loss in Transport Pipe 0.6 feet +lead Loss Through Discharge 1.4 feet 10Y Head Loss Through Flow Meter 0.0 feet 'Add-on'Friction Losses 0.0 feet Total Flow Rate 26.1 gpm 00 10 20 30 40 50 60 70 80 90 TDH 15.5 feet Net Discharge, gpm