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HomeMy WebLinkAboutSEP2005-00008 Jefferson County Department of Community Development 621 Sheridan St., Port Townsend WA 98368, (360)379-4450 SEPTIC PERMIT APPLICATION PROPERTY OWNER SEVEN BRIDGES PROPERTIES LLC C/O Neil Cavette 1 1 JAN 2 7 Ur MAILING ADDRESS PO Box 1953 ; Port Townsend,WA 98368 PHONE Area Code(360)379-3975 SYSTEM DESIGNER Ryan Tillman, P.E. LEGAL DESCRIPTION: Section 2 Township 29 Range 1 7 PARCEL# -001 O9.99L Subdivision Name Anderson Court LP i; ' Division I Block Lot(s) 7 SITE LOCATION - t_ J 40'40 /„Lip Code 98358 SOURCE OF SEWAGE: Residential_x Residential ADU Commercial 4 Community TYPE OF WORK: New_x Redesign Upgrade Repair Partial (tank) (drainfield) Expansion Designate Reserve Area Conventional Alternative_x Drainfield Length 150 ft. Trench Width 3 ft. Number of Gallons/day 360 Trench/Bed Depth 24 in. Number of Lines 2 Site Size 13721 sf Septic Tank size 1000 gal. Pump Chamber size 1000 gal. Water Source: private_x public Soil type 3 (ATTACH SOIL EVAL.) Previous eval: yes / no SUB94-0093 Application Rate 0.8 gal./sq.ft./day TYPE OF SYSTEM Sand filter/pressure trench 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 attorney's fees and expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit. I further agree to provide access and right of entry to Jefferson County and it's employees, representatives or agents for the purpose of application review and any required later inspections. Access and right of entry to the applicant's property or structure shall be requested and shall occur during regular business hours. Appeal - A person aggrieved of a decision of the Health Officer may appeal. Appeals 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 application will be separately judged by the rules and laws in e7°-c h. /-2 9'&6--- Own:r Signature Date FOR OFFICE USE ONLY (g-3-03- /3/� PARTIAL ASBUILT FINAL APPROVED PRESS/TEST 7—b 05 PUD .moviarl■„ris AILUJ M1goSa r, Yell Fire District Planning District School District LcS� Zone /a ��`, Date Fee Rec # Check # Case # SEP 1°�` 8 P:\Seven Bridges Properties(04xxx)\Design Lot 7\SEPTIC PERMIT APPLICATION 1-10-05.doc 7/01 SEWAGE DISPOSAL PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend WA 98368 (360) 379-4450 (800) 831-2678 PERMIT #: SEP05-00008 Date Received: 01/11/05 Date Issued: 02/03/05 SITE ADDRESS: 52 MEGS WAY p� Ex Date Expires: 02/03/08 PORT HADLOCK, WA 98339 APPLICANT: SEVEN BRIDGES PROPERTIES LLC PHONE: (360)379-4947 PO BOX 1953 PORT TOWNSEND WA 98368 SUBDIVISION: ANDERSON COURT LONG PLAT BLOCK: LOT: 7 PARCEL#: 931300007 Section: 2 Township: 29N Range: 01 W DESIGNER: RYAN TILLMAN, PE PHONE: 379-9661 TILLMAN ENGINEERING INC PO BOX 1375 PORT HADLOCK WA 98339 DISCLAIMER- This approval is for an on-site sewage system that meets the state and county standards in effect on the date of application. This approval for an on-site sewage system DOES NOT assure you of any other County approvals. For example, it DOES NOT GUARANTEE that you will later obtain permission to build a permanent residence or other structure on this parcel. Any future application will be separately judged by the rules and laws in effect at that time. Permit issued to CONSTRUCT, ALTER, REPAIR OR MODIFY AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM IN JEFFERSON COUNTY,WASHINGTON This permit is issued for a period of three years(unless otherwise stated above) in accordance with Jefferson County Rules and regulations for on-site sewage stems, codi ed 8.15 amended per ordinance no. 08-0921-00. This permit may not be renewed. L ATKINS, Jefferson 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 permit unless prior approval is obtained from the Jefferson County Environmental Health Division. If during excavation or development of the site an area of potential archeological significance is uncovered, all activity in the immediate area shall be halted, and the UDC Administrator shall be notified at once. HEALTH DEPARTMENT MUST BE CALLED FOR FINAL INSPECTION. SYSTEM DESCRIPTION: 190-SANDFILTER/PRESSURE TRENCH No. of Gallons per Day: 360 Type of work: NEW Drainfield Trench Septic Tank Length: 150 feet Width: 3 feet Depth: 12 inches Size: 1,000 gallons SPECIAL CONDITIONS APPLY - SEE REVERSE CONDITIONS OF APPROVAL - PERMIT NO.: SEP05-00008 1.) A minimum of 12' must be provided between edges of the primary laterals for placement of the reserve area between the laterals. 2.) Approval/issuance of a sewage disposal permit does not guarantee the approval of other development or a building permit on this site. Compliance with other Jefferson County and Washington State Codes is required. 3.) AS PER WAC 246-272 AND JEFFERSON COUNTY CODE 8.15 ALL SYSTEMS REQUIRE MONITORING. THIS MONITORING IS PROVIDED BY AGREEMENT BETWEEN THE JEFFERSON COUNTY ENVIRONMENTAL HEALTH DIVISION AND THE JEFFERSON COUNTY PUBLIC UTILITY DISTRICT#1. THIS SEWAGE DISPOSAL SYSTEM WILL REQUIRE AN ACTIVE MONITORING CONTRACT WITH THE PUD#1 PRIOR TO FINAL APPROVAL OF THE SEWAGE DISPOSAL SYSTEM. While the County strongly recommends that the property owner allow inspectors to enter their property to inspect the system in order to insure that the system is functioning correctly, the property owner always has the right under the Fourth Amendment and our State Constitution, to refuse the inspectors access to their property. The property owner never loses the right to refuse access and can do so despite never having refused access before. 4.) As per Jefferson County Code 8.15 all onsite sewage systems require monitoring. Monitoring shall be provided by an approved entity. THIS SYSTEM IS REQUIRED TO BE INSPECTED AT 6 MONTHS, AT ONE YEAR AND ANNUALLY THEREAFTER. 5.) Health Dept. required to observe pressure test when system fully installed/complete, 48 hours notice to be provided for scheduling. 6.) An asbuilt drawing and certification of completion by the designer is required prior to final approval. 7.) 10'separation required between a Water line and all portions of the onsite sewage system; effluent transport line, tanks, treatment and disposal components. 8.) MAXIMUM TRENCH DEPTH 12 INCHES 9.) All components of the septic system are to be completely protected from vehicular traffic or mechanical disturbance. 10.) Permanent barriers are required along/around primary and reserve drainfield areas to protect from parking, driving, and other land disturbing activities prior to final. 11.) Divert all sources of drainage, including roof drains away from septic tank and drainfield area. 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 application was reviewed by the Jefferson County staff for the potential presence of Environmentally Sensitive Areas (ESAs) under the provisions of the Unified Development Code (UDC). After an initial Geographic Information Systems mapping review and an investigative site inspection, the following ESAs were confirmed to be present on the subject property:Critical aquifer Recharge Area. 2 of 2 11/22/19 I:\F_SEP_Permit.rpt JEFFERSON COUNTY PUBLIC HEALTH, 615 SHERIDAN, PORT TOWNSEND WA 98368 ASBUILT INSPECTION REPORT For RECORD DRAWING Designer g Y A NI. T i LL I`'1 Iv Permit# SEP 05 - g Installer 0 1\r'E T M l OFb Parcel# q 3 j 30000 7 Electrician V N1 E T ER M ( N Design Flow 360 61:?7 Property Owner 4REC (1C kENNEY Site Address V E S d PORT i P LOC , gg 33 / all questions or indicate NA DATE Tanks, Pumps and Controls INSP. Tank (manufacturer, size, baffles) FRET) HILL *C-I 1 Sc3 6/4-0 C,O N CRETE Ai-61'15 Pump chamber (manufacturer, size) " s) Screen(s)and/or Pump Shroud (type, location) OUTLET 13A FELL. 1=I LTER SZPTIC. TANK , S R©UD In) ?UMP rANK Were Tanks tested onsite for water tightness? Yes'l' Panel Model 03REr\iC MVP- SS I PTROTimer Model SiEMEtJ5 L000 .3ORC " Pump 1 - Man./Model I-`Y1 Mtl Ti G �"IC}OCi( Flow Rate (00 ppm Pump Location(i.e. garage, treatment unit, basement) VU)-1"I P TAN Y\ i' Float/transducer settings Inches Timer from bottom of tank- On/off- ,2a.. in. Functions: On I; 2O /min/Sec- Veto - in. Off- (o thr Alarm - 342 in. Veto On- imin/ S Storage Above High Water Alarm 4/)0 gal. Veto Off- thr Dose Counter Reading 630'2) #gallons/dose 75 fi/. gal. Elap. Time Meter Reading 670g mint! • Pump Throttled? Yes/No Dose Drawdown tin inches) 3 Is in. A T P\) M V TANK Pump 2- Man./Model I-I?DR OMATI G S130Ci I Flow Rate qpm Pump Location(i.e. garage, treatment unit, basement) S4Nt F I L.TFR Float/transducer settings Inches Timer from bottom of tank- On/off- -26 in. Functions: On sec/min/Sec: Veto- in. Off- sec/min/hr Alarm - 1.$ in. Veto On- sec/min Storage Above High Water Alarm gal. Veto Off- sec/min/hr Dose Counter Reading 656-6. #gallons/dose i"t-gal. Elap. Time Meter Reading NO GS mine Pump Throttled? IMO/No If mps- Dose Drawdown (in inches) I%y. in. for each additional complete the into in this table Other Timer functions & settings (e.g. override on/off) OV ERR 1-1)e = r.2.0%1.0 01 1 4, i+1 , OF F H:1WEBIONSITE%Asbuilt_Report Form.doc 04/28110page I of 2 Pre-Treatment Date Inso Sandfilter basin high water alarm shuts down pump to Sandfilter Yes/®o DEM 40'D Sandfilter Basin size/location 1 a- X 36 if 74 Sand Fill met design spec? Yes/No VN K No W�( ATU (manufacturer; model) Alarm tested Yes t No Disinfection Unit(manufacturer, type, model) Independent Alarm Yes/ No Drainfield n Transport Pipe size, schd, diameter .2. "P\C Manifold size/schd 2 PVC 4-6-15 Orifice size yg Lateral Size/schd I i' Barrier Material GEO TEx TI u; Cover Material/Depth q �1 " Residual Head (lat.#&ft. Head) 7 S/-1SFILTER DR1}ItJF(ELF The laterals/pods were balanced es / No Source/Manufacturer of Drainrock/Gravelless chambers U N K N 0 W N Drainrock Clean? Yes/ No If no, what action taken? Mound/Glendon Site Prep N! Drainfield Length I 6(') ft Width 3 ft Depth 12 inches Caps for measuring residual head stored (location) tV/A COMMENTS (inspection notes, changes from design or deficiencies in installation) Attach additional sheet(s) if necessary E ES 0, A 1st)I LT DONE To ACHIEVE F l t A L 00 SYSTEM wi-licH WqS I4oT NALOh" }'PgIou To SA-(-E I N'D OLLVP/I-WA OP 1-1 61'1E. Wt t T w AS 61$5ERvET) 1 S`PECTEb WAS eiNSlgTA-I Z WITH- AI'PRflvtD Health Department Inspection issues resolved G)//No/NA If yes how? EES * `1j 1LT COMTLETEl) Users Manual Provided to Homeowner cFieG r C, K ENNr Y Date L.-I0-15 Tank/component Decommissioning Report Attached Yes/ No Installer Certification attached/signed Yes/ No ATTACH RECORD DRAWING stamped/signed by Designer or Licensed Professional Engineer I CERTIFY TftE INFORMATION PROVIDED ABOVE WAS VERIFIED BY INSPECTION, rfEE SYSTEM WAS INSTALLED AS DESIGNED AND APPROVED by JEFFERSON COUNTY O. .-03'6y(DATE) OR TfifarCflANGES fiAVE BEEN NOTED AND TOE SYSTE IS IN COMPLIANCE WITif WAC 246-272. 4-10-15 5100 02.69 Designer Signature Date License# H:\WEB\ONSITE1Asbuilt_Report Fonn.doc 04/28/10page 2 of 2 • DDDDDDDDDDDDDDDDDDDD a00 C— N (n 0 nn W O p O x i F. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 e, CO m Dm m xg <c -10X0 -0Zgr- X<- 20-nm00 -a O j II— '0 Z II 11 II II II II II II II II n 11 n II n n II II n II a O C) D CaO � -tO �OWD �O _' -t NW 0 co AQCGO W W NO cCD N ✓ Oy x m O °= 1 ' 0) 0= GJ0= WO0) AOa W CD ai y .0 m - a Z m m -4 °yam wwwwwwwwwwwwwwwwwwww..._ x om -I '� 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 F x .S < c —ICn7)p13 Z3: r Xc- 2G) -nn) 00 <Z II 11 11 II II 4a 4). 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F; i �r C i�— ■r�.r i.t♦ 0 gz, 2 N i���/,/iI Z ittki . $0, v. ..) ,i'o■ � � om an w Nc� 2 .._ ° y ycn a C ?rz* z c)mt / r N21 mill Q) 2°r° r- A l a F `_ o-I °'Z i o m" `"'r 1 `s ib o"' o r �� cn z 4 /t q �� �� Oy 2k I I 0 4 ce r* C �� Or �� O mi r*r � � /c m C Q Om �D �Q R�9 r-0-1 rr1A) c^no . z v Z r+�i I 9 3 N G1 O 4 rO I Z % _-i Z ZC 2 rn rn orrl r: rn ' ,r- '0 Q o rno 6 0 v° � Z ° °= �o 00r o I- - In -I0 % R � D- r 2 ,= l 0A1 o I1 : c � ~T T - � °°"0n rN ,z rn E ni p v r s� � m ° �° ? °Z r+i r mm .. Z o r+ � .... .6--• 'P ? It"'n-Z. rn 1:::, z ZI 'Oro 0 v0 rn P1 \/ REVISIONS DATE BY / \ / SEVEN BRIDGES PROPERTIES TILLMAN CI .p SEPTIC SYSTEM DESIGN SYSTEM DETAILS ENGINEERING, INC. Iaur reorrs.aML corm PARCEL NO. 931-300-007 rrarKU= 31)-370-1811.310-3/6-0130 PR l • Y GENERAL NOTES: PROJECT CONTACTS: JAN 1 1 2005 A. Project Owner: Seven Bridges Properties,LLC PO Box 1953 Port Townsend,WA 98368 (360)379-3975 B. Engineer: Tillman Engineering,Inc. PO Box 1375 Port Hadlock,WA 98339 Ryan Tillman,P.E. (360)379-9661 C. Jefferson County PUD No. 1: Jim Parker,Manager (360)385-5800 D. Jefferson County Health Department 615 Sheridan Street Port Townsend,WA 98368 (360)385-9444 LEGAL DESCRIPTION: Lot 7 of Anderson Court Long Plat; Section 2,Township 29N,R1W, W.M. Parcel Number 931-300-007 SPECIFICATIONS: All work shall be in accordance with the current Washington State Department of Health publications "On- Site System Regulations" WAC 246-272, "Guidelines For the Use of Pressure Distribution Systems", and "Guidelines for Sand Filters", all applicable rules and regulations set forth by Jefferson County and it's Health Department, and the plans. All materials,workmanship, design, and construction of the septic tank shall conform to the drawings,specifications,and the Uniform Building Code(Latest Edition). Work shall be performed in a professional, workmanlike manner by persons skilled in the construction of alternative on-site sewage disposal systems. The contractor shall be responsible for all safety precautions and the methods, techniques, sequences, or procedures required to perform his work including shoring for excavations,etc. The contractor shall notify the Engineer immediately of discrepancies,errors,and/or omissions in the plans. The construction shall not continue until any problem is resolved. A. PRESSURE DRAINFIELD DISTRIBUTION SYSTEM NOTES: 1. Pressure trenches are designed for a three bedroom system having 360 square feet of infiltrative area being three feet wide bi feet long. . /SO Pecbs,r ii//l'rbv, (toe-del i'o? 7--US~ 2. Orifice diameter = 1/8th inch. Orient all orifices up e pt distal (far end) orifice orient down. Provide pre-manufactured or site-fabricated orifice shields, as approved by the Engineer in advance,on all orifices. 3. Min.residual head= 5 ft. Max.residual head= 10 ft. Seven Bridges Properties LLC Lot 7 Anderson Court LP APN 931-300-007 Page 1 4. The end of the manifold and each lateral shall be brought to finished grade with long sweep ells, extensions as required, and PVC threaded end cap. Each lateral end shall be covered with a six inch PVC pipe riser with drain holes,extended to the bottom of the gravel to monitor ponding. 5. Inspection ports shall be six-inch diam. PVC risers with six-inch diam. Watermaster or Engineer approved equal valve boxes and are required as follows: 1) as mentioned above, a port shall be installed at the end of the lateral cleanouts for inspection into the ground surface below the gravel trench and for lateral flushing, 2) one over the distal upward orifice on each lateral (for pressure testing),and 3)one over each ball valve. 6. All inspection ports shall be secured at the base as shown in the design plans. Valve boxes for risers shall be set flush with finished grade to facilitate access for testing, inspection and maintenance. 7. Pump specifications, and electrical controls shall be as specified in materials list below. Required capacity to the pressure lines shall be' GPM at TDH. Pump requirements shall be verified by contractor prior to construction. Dose lume to infield shall be 90 gals. 8. Install an anti-siphon device and eliminate c ck valve, if sand filter is in a location such that a siphoning effect may occur. (ze JAN 1 t 2005 9. Minimum soil backfill over system is six inches. /- JAN B. SANDFILTER SYSTEM NOTES: 1. Sand filter is designed for a three bedroom system having 360 square feet,being twelve feet wide and thirty feet long. 2. NJ Orifice diameter = 1/8th inch. Orient all orifices up except distal (far end) orifice orient down. Provide pre-manufactured or site fabricated orifice shields, as approved by the Engineer in advance,on all orifices. 3. Min.residual head= 5 ft. Max.residual head= 10 ft. 4. The end of the manifold and each lateral shall be brought to two inches to four inches below finished grade with long sweep ells, extensions as required, and PVC threaded end cap. Each manifold and lateral end shall be covered with a six-inch PVC pipe riser and valve box set flush with finished grade to facilitate access for testing and maintenance. 5. Inspection ports shall be six-inch diam. PVC risers with six-inch diam. Watermaster or Engineer approved equal valve boxes and are required as follows: 1) as mentioned above, ports shall be installed a •- - • • = •nifold and lateral cleanoutshing-,--2-) • - • hall extend to - •p of the sand layer, 3) one port shall extend to th ...nom of the . • .- o. : the pea grave • er to monitor p• ding into the sand , and 4) one o . • • . orifice ,n one lateral(for pressur- -s mg). 6. All inspection ports shall be secured at the base as shown in the design plans. End caps for risers shall be set flush with finished grade to facilitate access for testing,inspection and maintenance 7. Alternate drain systems are acceptable to the standard Orenco style as shown, provided that 150 square inches of opening is maintained. Possible alternatives must be reviewed and approved by the Engineer prior to installation. Seven Bridges Properties LLC Lot 7 Anderson Court LP APN 931-300-007 Page 2 8. Pump specifications and electrical controls shall be as specified in materials list below. Required capacity to the sand filter shall be 41 GPM at 22 feet TDH. Pump requirements shall be verified by contractor prior to construction. Dose volume to sand filter shall= 90 gals. The `timer on/off float and the correct dose volume will be set at the time of construction under the Engineer's direction. 9. Install an anti-siphon device and eliminate check valve, if drainfield location is such that a siphoning effect may occur. 10. Backfill between the"box"and excavation line as necessary to hold shape during construction. 11. Plywood box to be six inches maximum below existing grade to the uphill side, unless otherwise approved,to prevent ground water intrusion into the sand filter. Contractor shall verify location of filter for suitability to meet criteria. C. MATERIALS AND SUBMITTALS: Materials shall conform to the following specifications. All submittals are to be made to the Engineer seven days prior to beginning construction. 1. Building Sewer and Effluent Lines: PVC ASTM D3034, SDR 35 perforated(if applicable) JAN 1 1 2005 2. Curtain Drain: PVC ASTM D2729,p (� 3. Pressure Lines: PVC SCH40. Pump chamber piping shall be Sch. 40 PVC. Minimum burial depth for transport lines shall be 18 inches. 4. Sand Fill: ASTM C-33 concrete sand as modified in the Sand Filter Guidelines, and Mound System Guidelines by the Washington State DOH. Submittal of sieve analysis and certification is required. 5. Drain rock: 0.5"to 2"washed gravel. 6. Filter Fabric: Fabric shall be non woven geotextile material complying with the following"Minimum Average Roll Values." The fabric shall be free of any chemical treatment or coating which reduces permeability and shall be inert to chemicals commonly found in soil. Any laps shall be a minimum of three feet. Submittal of manufacture's specification sheet is required. Property Test Min.Value Grab Strength ASTM D4632 60 LBS Puncture Tear ASTM D4833 18 LBS Trapezoid Tear ASTM D4533 25 LBS AOS ASTM D4751 US Std. Sieve 30 Flow Rate ASTM D4491 100 GPM/SF 7. Septic Tank: ASTM C478 precast two compartment tank, with a minimum capacity as shown on the plan. Provide with inlet and outlet baffles and Zabel A1800 (or approved equivalent) outlet effluent screen. Tanks shall not be installed greater than 12"below native grade without prior approval Seven Bridges Properties LLC Lot 7 Anderson Court LP APN 931-300-007 Page 3 JAN 1 1 ^r_1 by Engineer. Tanks shall be placed on a minimum of 4" of sand bedding. Tanks shall be free of leaks and leak tested if deemed necessary. 8. Pump Tank: ASTM C478 precast concrete tank, with a minimum capacity as shown on the plan, and configured to accept pumps and related equipment. Tank shall be of monopour construction. Asphaltic emulsion coating is not required. Tanks shall not be installed greater than 12"below native grade without prior approval by Engineer. Tanks shall be placed on a minimum of 4" of sand bedding. Tanks shall be free of leaks and leak tested if deemed necessary. 9. Sewage Pump: The pumps shall be fully submersible effluent style ejector pumps. Effluent style ejector pumps shall be capable of passing 0.75" diameter solids and have a 1.5"minimum discharge. High head well style pumps may be used. Well style pumps shall have a one-inch minimum discharge. Any pump shall be UL listed for use as a sewage pump. Submittal of manufacturer's specification sheet including pump curve is required. 10. Electrical Controls: Verify electrical requirements for splicing, ventilation, etc. with local electrical inspector prior to ordering parts and installation. Components shall be mounted in a NEMA 4X rated weather tight enclosure that meets NEC code standards and the requirements of the Washington State Department of Labor and Industries (L&I), and be listed by Underwriters Laboratories. System is designed to function with a programmable timer to regulate the length of the dose and the interval between doses to the sand filter. Timers shall be capable of a repeatable cycle from 10 seconds to 10 hours with separate variable controls for the"on" and"off' times. The float system to pump to the drainfield is float switch activated, and no timer is required. In addition to the timer,provide the following features/options for the pump control panel: 1. Manual ON/Off and Automatic modes (HOA), with timer actuating ON/OFF float. 2. Audible and visual high water alarm and low water alarm/redundant off shall be provided for the pump chamber and sandfilter pumping well. Alarm circuit shall be wired separately from the pump circuit. 3. Dose counters and run time meters on both pumps. 4. Float switches must be mounted independent of the pump and fitting to facilitate replacement and/or adjustments without removing the pump. 5. Pump override which shuts off the pump in the tank if a high water alarm occurs in the sand filter basin. Discharge assembly shall contain check and ball valves and union to facilitate removal of the pump unit from the pump tank. Flexible coupling shall be required where recommended by the manufacturer to negate torque effects. Seven Bridges Properties LLC Lot 7 Anderson Court LP APN 931-300-007 Page 4 Submittal of manufacturers specification sheet for pump eontro, AN ; I showing options to be included is required. Location of the pump controls shall be as approved by the owner. Floats and miscellaneous electrical equipment shall be recommended by the manufacturer for use in septic system environment, and matched to the pump and pump control for satisfactory operation. 11. Septic Tank Riser/Lid: Concrete riser rings or leveling brick together with locking ring and cover or fiberglass lid may be an acceptable alternate (Engineer approval required)to the'Orenco'riser and bolt down lid. Provide 24" diameter access risers to grade over the inlet and outlet of septic tank. Water and gas tight seals are required. 12. Pump Tank Riser/Lid: Concrete riser rings or leveling brick together with locking ring and cover or fiberglass lid may be an acceptable alternate (Engineer approval required) to the 'Orenco' riser and bolt down lid specified in the details. Splice box suitable to L&I shall be attached firmly to the riser for connection of the pumps and control leads. OTHER UTILITIES: In addition to utilities shown on the plans, other utilities may exist on site. Contractor shall be responsible for any damage to utilities,whether shown or not. Call before you dig 1-800-424-5555. INSPECTIONS: The contractor shall notify the Owner and Engineer two days prior to the following required inspections. Notify Jefferson County Health Department two days prior to pump test. For pressure drain fields: 1. For pump test prior to covering chambers or laterals. 2. For fmal inspection at project completion. For sand filter systems: 1. Prior to placement of materials in the sand filter, after placement of the plywood support"box",liner,pump basin and its underdrain system. 2. For pump test prior to covering. 3. For fmal inspection of pump run time, float arrangement and function and final cover. Quality control is the responsibility of the contractor. Inspections by the Engineer or the Health Department do not relieve the contractor from ensuring conformity to the plans and their intent. OPERATION AND MAINTENANCE: The operation and maintenance of the system will be an ongoing function of the owner. System principals and maintenance procedures are outlined in the "Users Manual" provided with the project. It is the contractor's responsibility to leave concise operating instructions for the individual system for the owner, including but not limited to the following on all equipment: Seven Bridges Properties LLC Lot 7 Anderson Court LP APN 931-300-007 Page 5 Warranties Specification Sheets. Installation instructions and deviations therefrom with justifications for such deviations. Operations manuals. Maintenance manuals. MONITORING: Alternative on site sewage disposal systems are required to be monitored during their lifetimes for the Washington State Department of Health. Jefferson County PUD No. 1 is the designated monitoring entity. The owner will be required to enter a monitoring agreement with the PUD prior to final approval of septic system. 3M• 11 VII Seven Bridges Properties LLC Lot 7 Anderson Court LP APN 931-300-007 Page 6 1/10/05 SEVEN BRIDGES PROPERTIES LLC; Page 1 APN 931-300-007 SANDFILTER SYSTEM SYSTEM SIZING: \ PROPOSED.NUMBER OF BEDROOMS \\1, 3 BDRMS DESIGN FLOW PER BEDROOM 120 GPD DAILY.DESIGN.FLOW 360 GPD FILTER MEDIA TYPE ASTM C-33 SAND FILTER MEDIA APPLICATION.RATE 1 GPD/SF ABSORPTION AREA REQUIRED 360 SF SANDFILTER LENGTH 411 it 2005 30 FT SANDFILTER WIDTH 12 FT SANDFILTER AREA PROVIDED 360 SQ.FT ORIFICE CONFIGURATION: ORIFICE SPACING 2 FT ORIFICE DIAMETER 0.125 IN ORIFICES.PER LATERAL 15 ORIFICE END.SPACING 1.00 FT LATERAL CONFIGURATION: CENTRAL-FED.OR END-FED.LATERALS END FED LATERAL SPACING 2 FT NUMBER OF LATERALS 6 LATERAL LENGTH 28 FT LATERAL EDGE SPACE 1.00 FT LATERAL.DIAMETER 1 IN CHECK MAXIMUM LATERAL LENGTH FROM DESIGN.GUIDELINES 50 FT TRANSPORT AND MANIFOLD CONFIGURATION: MANIFOLD.LENGTH 10 FT MANIFOLD.DIAMETER 2 IN TRANSPORT LENGTH 150 FT TRANSPORT.DIAMETER 2 IN ASSUMED.PUMP.DISCHARGE PIPE DIAMETER(SCH..40) 2 IN ZONE INFORMATION: NO..OF ZONES 1 NO..OF LATERALS.PER ZONE 6 FILTER MEDIA TYPE DOSE VOLUME: FILTER MEDIA TYPE.DOSE FREQUENCY 4 DOSES/DAY FILTER MEDIA TYPE DOSE VOLUME 90 GAL/DOSE SYSTEM CAPACITY DOSE VOLUME: LATERAL VOLUME PER FOOT 0.058 GAL/FT LATERAL VOLUME. 9.74 GAL MANIFOLD VOLUME PER FOOT(IF.MANIFOLD DRAINS.INTO.LATERALS) 0.189 GAL/FT MANIFOLD.VOLUME 1.89 GAL TRANSPORT VOLUME PER FOOT(IF TRANSPORT DRAINS INTO.LATERALS) 0 GAL/FT TRANSPORT VOLUME. 0 GAL TOTAL.DOSE VOLUME 81.44 GAL/DOSE DESIGN DOSE VOLUME: SELECT THE.DESIGN.DOSE.VOLUME BASED.ON THE CALCULATIONS.ABOVE 90 GAL/DOSE SYSTEM RESIDUAL HEAD AND DISCHARGE: RESIDUAL ORIFICE LATERAL SYSTEM RUN HEAD DISCHARGE DISCHARGE DISCHARGE TIME 5 0.41 6.18 37.07 2.43 Tillman Engineering,Inc. T-to-T SF,Prop.Residence.xls 1/10/05 SEVEN BRIDGES PROPERTIES LLC; Page 2 APN 931-300-007 SANDFILTER SYSTEM PUMP OUTLET PIPE(7 LF TYPICAL)HEAD LOSS: PUMP OUTLET.PIPE LENGTH 7 LF PUMP.OUTLET PIPE FITTINGS .NUMBER TYPE . .EQ..LENGTH TOT.LENGTH 1 CHK VALVE 15 15 LF JAN 2005 1 UNION 10 10 LF 1 ELL 5.4 5.4 LF 1 BALL VALVE • 58 58 LF - . TOTAL 88.4 LF PUMP.OUTLET PIPE HEAD.LOSS K= 284.5 2.20 FT TRANSPORT LINE HEAD LOSS: TRANSPORT.LINE LENGTH 150 LF TRANSPORT LINE FITTINGS .NUMBER TYPE . .EQ..LENGTH ..TOT..LENGTH 3 ELL 5.4 16.2 LF TRANSPORT.LINE.HEAD LOSS K= 284.5 3.83 FT MANIFOLD HEAD LOSS: MANIFOLD LENGTH 10 LF MANIFOLD.FITTINGS NUMBER TYPE .EQ..LENGTH .TOT..LENGTH 0 CHK VALVE 0 0 LF 0 ELL 0 0 LF 5 THRU.TEE 4.3 21.5 LF TOTAL 21.5 LF MANIFOLD.HEAD.LOSS K= 284.5 0.10 FT LONGEST LATERAL HEAD LOSS: LONGEST LATERAL LENGTH 28 LF LATERAL FITTINGS .NUMBER TYPE ...EQ..LENGTH ..TOT.LENGTH 1 BRANCH TEE 6 6 LF 1 BALL VALVE 29 29 LF TOTAL 35 LF LATERAL FITTINGS.HEAD.LOSS K= 47.8 0.79 FT LATERAL HEAD.LOSS K= 47.8 0.21 FT (LATERAL HEAD LOSS.SHOULD.BE.LESS THAN: 0.50 FT, 10%OF RESIDUAL HEAD) DISTRIBUTION VALVE HEAD LOSS: 0.00 FT GAIN IN GROUND SURFACE ELEVATIONS: 2 FT DEPTH TO PUMP OFF FLOAT(6 FT TYPICAL): 6 FT SYSTEM TOTAL DYNAMIC HEAD: RESIDUAL FRICTION SYSTEM HEAD LOSSES TDH 5 7.13 20.13 MIN.PUMP SPECIFICATION 41 GPM @ 22 FT TDH Tillman Engineering,Inc.. T-to-T SF,Prop Residence.xls e 1/27/05 SEVEN BRIDGES PROPERTIES LLC; Page 1 931-300-007 T-TO-T PD SYSTEM SIZING: PROPOSED NUMBER OF BEDROOMS 3 BDRMS DESIGN FLOW PER BEDROOM 120 GPD DAILY DESIGN FLOW 360 GPD NATIVE SOIL TYPE 3 NATIVE SOIL APPLICATION RATE 0.8 GPD/SF ABSORPTION AREA REQUIRED 450 SF WIDTH OF TRENCHES 3 FT TOTAL TRENCH LENGTH REQUIRED 150 FT ORIFICE CONFIGURATION: ORIFICE SPACING 2 FT ORIFICE DIAMETER 0.125 IN ORIFICES PER LATERAL 25 ORIFICE.END SPACING 1.00 FT LATERAL CONFIGURATION: CENTRAL-FED OR END-FED.LATERALS END FED MINIMUM LATERAL.SPACING 8 FT NUMBER OF LATERALS 3 TRENCH/LATERAL.LENGTH 50 FT LATERAL DIAMETER 1.25 IN CHECK MAXIMUM LATERAL LENGTH 80 FT TRANSPORT AND MANIFOLD CONFIGURATION: MANIFOLD LENGTH 8 FT MANIFOLD DIAMETER 2 IN TRANSPORT LENGTH 150 FT TRANSPORT DIAMETER 2 IN ASSUMED PUMP DISCHARGE PIPE DIAMETER(SCH.40) 2 IN ZONE INFORMATION: NO. OF ZONES 1 NO..OF LATERALS.PER ZONE 3 SOIL TYPE DOSE VOLUME: SOIL TYPE DOSE FREQUENCY 4 DOSES/DAY SOIL.TYPE DOSE VOLUME 90 GAL/DOSE SYSTEM CAPACITY DOSE VOLUME: LATERAL VOLUME PER FOOT 0.092 GAL/FT LATERAL VOLUME 13.80 GAL MANIFOLD VOLUME PER FOOT(IF.MANIFOLD DRAINS INTO.LATERALS) 0.189 GAL/FT MANIFOLD VOLUME 1.51 GAL TRANSPORT VOLUME PER FOOT(IF.TRANSPORT DRAINS.INTO LATERALS) 0 GAL/FT TRANSPORT VOLUME 0 GAL TOTAL DOSE VOLUME 107.18 GAL/DOSE DESIGN DOSE VOLUME: SELECT THE DESIGN DOSE.VOLUME BASED ON THE CALCULATIONS.ABOVE 90 GAL/DOSE _ JAN 2 7 2005 Tillman Engineering,Inc. T-to-T.PD,Prop Residence.xls 1/27/05 SEVEN BRIDGES PROPERTIES LLC; Page 2 931-300-007 T-TO-T PD SYSTEM RESIDUAL HEAD AND DISCHARGE: RESIDUAL ORIFICE LATERAL SYSTEM RUN HEAD DISCHARGE DISCHARGE DISCHARGE TIME 5 0.41 10.30 30.89 2.91 PUMP OUTLET PIPE(7 LF TYPICAL)HEAD LOSS: PUMP OUTLET.PIPE LENGTH 7 LF PUMP OUTLET.PIPE FITTINGS NUMBER TYPE EQ..LENGTH TOT.LENGTH 1 CHI(VALVE 15 15 LF 1 UNION 10 10 LF 1 ELL 5.4 5.4 LF 1 BALL VALVE 58 58 LF TOTAL 88.4 LF PUMP OUTLET.PIPE HEAD.LOSS K= 284.5 1.57 FT TRANSPORT LINE HEAD LOSS: TRANSPORT LINE LENGTH: 150 LF TRANSPORT LINE FITTINGS NUMBER TYPE EQ..LENGTH .TOT..LENGTH 3 ELL 5.4 16.2 LF TRANSPORT LINE HEAD.LOSS K= 284.5 2.73 FT MANIFOLD HEAD LOSS: MANIFOLD LENGTH: 8 LF MANIFOLD FITTINGS NUMBER TYPE ..EQ..LENGTH TOT..LENGTH 0 CHI(VALVE 0 0 LF 0 ELL 0 0 LF 1 THRU TEE 4.3 4.3 LF TOTAL 4.3 LF MANIFOLD HEAD LOSS K= 284.5 0.03 FT LONGEST LATERAL HEAD LOSS: LONGEST LATERAL LENGTH 50 LF LATERAL FITTINGS NUMBER TYPE EQ..LENGTH TOT..LENGTH 1 BRANCH TEE 7 7 LF 1 BALL VALVE 38 38 LF TOTAL 45 LF LATERAL FITTINGS.HEAD.LOSS K= 98.3 0.69 FT LATERAL.HEAD LOSS K= 98.3 0.26 FT (LATERAL HEAD LOSS.SHOULD.BE.LESS THAN: 0.50 FT, 10%OF RESIDUAL HEAD) DISTRIBUTION VALVE HEAD LOSS: 0.00 FT GAIN IN GROUND SURFACE ELEVATIONS: 2 FT DEPTH TO PUMP OFF FLOAT(6 FT TYPICAL): 6 FT SYSTEM TOTAL DYNAMIC HEAD: RESIDUAL FRICTION SYSTEM HEAD LOSSES TDH 5 5.28 18.28 �� MIN.PUMP SPECIFICATION 34 GPM @ 20 FT TDH JAN 2 7 2005 Tillman Engineering,Inc.. T-to-T PD,Prop.Residence.xls , _ ,, ‘.. ;,i'r-,---- Y \-,,,;:t- -■,.•/ .._., ' _ .,..._,.....„.._,...,.._,..,,.....,_,..._.___,.....______ • e.---\ 1 '''.—J S . 0 / 1 ---,4 1 i1 1 1 , . ( -- 'TC _`:.•.) _ . 1_,j ol i 3 , ) , , 1 <-' • , I/ 1‘)13) ' 13 1 /C--• 1.\)4.- A i --72.)t: LIN\-S , . . 0 : .,) ---\ ( __y („.4--,___,', ,_ ,.. _..rD cr.$)--- (,:t 11 ii ,0 . ■ f - C _ . . f 0• ,Th .., L (.1 (Y, O c. -- LiNk 7")•,(.:} 1:e=" (3 eA ' k•-• L11. - C'r r\it • y 590847 PGS : 2 COV 04/23/2015 11:49 AM $73.00 GREG MCKKENNEY Jefferson County WA IW,A��A1ud{iiJtor's LLOf�fi'ceMM- Rose Ann Carroll, Auditor R��ri�li'M IR Y7�LI1 .11 r4 ili lir'Yi iViIf i Nki��ri ,III I When Recorded Return To: ,III Name: Jefferson County Public Health Address: 615 Sheridan City: Port Townsend,WA 98368 °s Restrictive Covenant Regarding Monitoring of On-site Septic System THIS AGREEMENT is made this date March 18,2015 by and between GREG MC KENNEY,his/her heirs and assigns("GRANTOR(S)")and Jefferson County Public Health("GRANTEE") WHEREAS, GREG MC KENNEY is/are the owner/s of a certain tract of land particularly described as follows: PARCEL NO. WHERE SEPTIC SYSTEM IS LOCATED: Parcel#: 931300007 LEGAL DESCRIPTION(S): Section: 2 Township 29N Range 1W ANDERSON COURT LONG PLAT LOT 7 ADDRESS OF RESIDENCE SERVED(if assigned) 52 MEGS WAY and, WHEREAS,a sewage collection,treatment and disposal system,as described in case#SEP05-00008 has been installed thereon,and WHEREAS,the residence or facility at the above described property,including all parcels associated with said case, utilizes an onsite sewage system which requires regular maintenance and monitoring for the life of the system. Monitoring is required to be performed by a person authorized by the Public Health Department,and WHEREAS,the Owner is required by Jefferson County Public Health Department,as per WAC 246-272A through Jefferson County Code 8.15 to implement a program for periodic monitoring to assure the continuous and satisfactory operation and maintenance of the sewage system,and NOW THEREFORE,in consideration of the premises and the mutual promises and covenants hereafter set forth,the parties hereto agree as follows: 1. Construction: The Owner has constructed and installed a sewage collection,treatment and disposal system together with appurtenant facilities whose capacity and design are satisfactory to the Jefferson County Public Health Department. The plans and specifications for this construction have been approved by the Jefferson County Public Health Department prior to construction. 2. Owners responsibilities: a. Maintain all components as accessible and unobstructed to the surface.Non-accessible or obstructed components will not be serviced and may result in a violation of permit requirements. b. Utilize the system consistent with producing residential waste strength effluent. c. Operate and maintain the system in accordance with conditions of the permit and Jefferson County Code 8.15. Page 1 of 2 3. Attachment: If box checked this septic system contains a proprietary device that requires ca, Attachment#1 title otice for Maintenance and Monitoring of a Proprietary Onsite Sewage System Device be recorded with this document. 4. Schedule: The Owner shall have their sewage system inspected by a person authorized by Jefferson County Public Health in accordance with the schedule set forth in Jefferson County Code as adopted and hereinafter amended. For some proprietary products registered with the State Department of Health,the inspector must also be authorized by the device manufacturer. 5. Reminder: The Jefferson County Public Health Department shall provide a reminder of required monitoring. The lack of receipt of said reminder does not relieve the property owner from compliance with the monitoring schedule pursuant to Jefferson County Code. 6. Records: A report of each inspection conducted shall be submitted to the Jefferson County Public Health Department within 30 days of completion of the inspection. Such records shall be open to the inspection of the Owner. 7. Liability: The Grantor agrees to relieve Grantee,its agencies,divisions,officers, agents,and employees of any liability,damages,judgments,claims or other expenses that might arise as a result of the inspections required by this agreement. 8. Fees: A fee as set forth in the Jefferson County Fee schedule and adopted by the Board of County Commissioners shall be paid upon submittal of each inspection report. 9. Terms: This agreement shall remain in full force and effect until the date of notification to the Owner by the Jefferson County Public Health Department that the Owner's Sewer System has been intercepted and connected to a general sewer system. 10. Amendments: This agreement shall not be modified except with the express written approval of the Environmental Health Department of Jefferson County. 11. Penalties: Non-compliance with monitoring and inspection requirements is a violation of Jefferson County Code and shall be subject to enforcement as described in said codes. The County shall have the right to enforce and compel compliance with this covenant, including all remedies available at law and equity. The County shall have the right in any such proceeding to recover its attorney fees and costs. 12. Venues: Venue for any action hereunder shall be in Jefferson County,Washington. If any term or provision of this agreement is in whole or part held invalid or unenforceable by any court of competent jurisdiction,the remainder of this agreement shall continue in full force and effect. 13. Life of Covenants and Binding Effect: All of the promises,covenants,terms and conditions of this agreement shall bind the parties to this agreement and the successors and assigns of the respective parties hereto AND are deemed to run with the land. ,Owner ,Owner Acknowledgment: SUBSCRIBED AND SWORN to before me this VI day of h11 ,20t Gj - 4/ A Notary Signature jl'i1t:(1, ,l. ��� �' �; pVvO�,�''°s�y�� ip G ski Notary publi n and fort State of !.jSL14 IC) , % -r' r,o t i residing in 'a;Q till ( �' _`r.. ICI 5��4 1�8/C •�-a�\i My commission expo es: Ili 01 I lQ, A.4 h., .•• l•0 1.4I,"ETON page 2 of 2 \\tidemark\data\forms\F_SEP_monitoring_agree_ 3/18/2015