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HomeMy WebLinkAboutSEP2012-00142 Jefferson County Department of Community Development 621 Sheridan St., Port Townsend WA 98368, (360)379-4450 SEPTIC PERMIT APPLICATION PROPERTY OWNER Barbara Winkler MAILING ADDRESS 3527 Ashley Dr. N.E. Olympia,WA 98506 PHONE (360)456-8737 SYSTEM DESIGNER: Michael S. Deeney Designer Phone#: ( 800 ) 395-7296 LEGAL DESCRIPTION: Section 16 Township 25 Range 2W PARCEL#981002207 Subdivision Name Olympic Canal Addition No.4(V.4, Long Plats, P.39) Division Block 22 Lot(s) 9 Site address/Directions to site 100 Kelly Rd., Brinnon SOURCE OF SEWAGE/USE TYPE OF WORK WATER SOURCE Residential X New Tanks(s)only Private X Residential ADU Modification Public Commercial Expansion Community Upgrade Repair X SITE SIZE 10,509 s.f. SYSTEM TYPE Partial Repair-(tank) (drainfield) Previous Evaluation Conventional Designate Reserve Area Yes#SEP.7 - ( 7 Alternative X Redesign X No SYSTEM DETAILS Number of Gallons/day 240 Soil type 4 (attach soil eval.) Application Rate 0.6 gal./sq.ft./day Drainfield Length 61.54 ft. Drainfield Width 6.5 ft. Drainfield Depth 20 to 32 in. Septic Tank size 1,000 gal. Pump Chamber size 1,000 gal. TYPE OF SYSTEM Open Bottomed 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,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 its employees, representatives or agents for the sole purpose of application review and any required later inspections. Staff's 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 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.6.44-ifiL) (of/a/cat)PI Property Owner Signature Date t' 'v(/2`i/1, —rl FOR OFFICE USE ONLY PARTIAL CP it/l f/1L( ASBUILT I l l 5 FINAL l2-1r51L A''RIT El INSP/PUMP TEST I1 S/Ve:PUD ALL HOLD REQ. MET aF (V%. c S P-Z-y. v.164,,ii-4...0. Date 7/7/I LI Fee I 2q, Rec# I ) C.) C71 Check# '7 LC 5 Case#SEP I lZ 00 I42 JEFFERSON COUNTY PUBLIC HEALTH 615 Sheridan Street•Port Townsend•Washington •98368 www.jeffersoncountypublichealth.org Phone 3b0-385-9444 rax 3tiU-319-4481 ON-SITE SEWAGE DISPOSAL PERMIT PERMIT #: SEP12-00142 Date Received: 12/14/12 Date Issued: 08/11/14 SITE ADDRESS: 100 KELLY RD BRINNON, WA 98320 Date Expires: 11/11/14 APPLICANT: BARBARA WINKLER PHONE: 3527 ASHLEY DR NE OLYMPIA WA 985067013 LEGAL DESCRIPTION: OLYMPIC CANAL ADDITION 4 BLK 22 LOT 9 SUBJ/EASE PARCEL#: 981002207 Section: 16 Township: 25N Range: 2W DESIGNER: MIKE DEENEY PHONE: (800)395-7296 CREATIVE DESIGN SOLUTIONS PO BOX 2787 PORT ANGELES WA 98362 SYSTEM DESCRIPTION: SAND LINED BED No. of Gallons per Day: 240 Type of work: REP Drainfield Trench Septic Tank Length: 61 feet Width: 7 feet Depth: 20 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. e 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.: SEP12-00142 1.) This permit was issued to correct a violation of WAC 246-272A for installation of a septic system without a permit from the health officer. The permit must be completed within 90 days of the date of issuance. 2.) The proposed replacement septic system is located within a FEMA flood hazardous area. The replacement system is located in the same general location on the parcel as the existing system to be decommissioned. The new system will also provide pretreatment and provide greater protection than the system approved in 1972. On 7/22/2014 the Administrator determined the proposal would have no adverse impact to the habitat and is not required to submit a flood habitat assessment and mitigation plan. To comply with the 2011 FEMA Floodplain Habitat Assessment and Mitigation guidance document, this application was reviewed against the county flood requirements (Chapter 15.15 JCC) and a flood development permit has been incorporated into this septic permit. 3.) Contact designer prior to installation for staking of drainfield area. 4.) There are 3 wells that have reduced setbacks, 2 are at 50'. Locate and measure distances from all 3 wells prior to construction. 5.) H - The top of the elevated bottomless sandfilter must be above the base flood elevation of 14.5 feet. The height of the sandfilter must be doccumented on the final record drawing. 6.) H - Existing tank shall be properly abandoned. It shall be pumped and removed as per plan. Documentation to be provided to Health Dept. prior to final. 7.) Per conditions of approved waiver only low load-bearing construction equipment shall be used in the area of the drainfield to limit soils compaction. 8.) Per condition of waiver the system shall be constructed only during low soil moisture content conditions and exposed surfaces shall be covered withinl2 hours to prevent drying or puddling. 9.) 10' separation required between a Water line and all portions of the onsite sewage system; effluent transport line, tanks, treatment and disposal components. 10.) The buildings that are to be re-located must be 10' from the primary AND reserve drainfield areas, 5' from any septage tank 11.) '75 minimum setback to the edge of the rivers bank is required from primary & reserve drainfields. 12.) 1) All new construction and substantial improvements shall be anchored to prevent flotation, collapse, or lateral movement of the structure. 2) All manufactured homes shall be anchored to prevent flotation, collapse, or lateral movement, and shall be installed using methods and practices that minimize flood damage. Anchoring methods may include, but are not limited to, use of over-the top or frame ties to ground anchors. 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.) H - An asbuilt drawing and certification of completion by the designer is required prior to final approval. SEP12-00142 Page 2 of 4 \\tidemark\data\forms\F SEP_Permitmod.rpt 8/11/2014 15.) H - AS PER WAC 246-272AAND JEFFERSON COUNTY CODE 8.15 ALL ONSITE SEWAGE SYSTEMS REQUIRE THAT A RESTRICTIVE COVENANT REGARDING THE MONITORING OF THE ONSITE SEPTIC SYSTEM BE RECORDED TO THE PROPERTY TITLE. THE PROPERTY OWNER SHALL ASSURE THAT MONITORING IS PROVIDED BY AN APPROVED ENTITY AT THE FREQUENCY DEFINED PER STATE WAC 246-272AAND JEFFERSON COUNTY CODE 8.15 AS ADOPTED OR AMENDED. A COPY OF THE RECORDED OPERATIONS AND MONITORING AGREEMENT IS REQUIRED PRIOR TO FINAL APPROVAL OF THE SEWAGE DISPOSAL PERMIT 16.) This site has been granted a waiver from the state onsite sewage regulation 246-272A-0234(3)(c) installation of a bed in type 4 soils and 0210(1)reduced setback to ditch, surface water and wells. Compliance with conditions of the waiver is required - increased treatment level, increased vertical separation, system construction standards, permanent monitoring annually for the life of the system by an approved 3rd party entity, notification of well owners of encroachment. 17.) 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. 18.) 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. 19.) Health Dept. required to observe pressure test with system designer when system fully installed/complete, 48 hours notice to be provided for scheduling. 20.) This system must be constructed by an installer certified by the Jefferson County Public Health Department per JCC 8.15.120 (9) i. and v. and vii 21.) 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. 22.) Notification of the start of construction shall be faxed or emailed to Jefferson County Public Health ONE WORKING DAY prior to start. 23.) 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. 24.) Risers are required to grade with secured lids over both compartments and over the outlet of the septic tank and pump tank for inspection and maintenance/monitoring. MUST BE WATER TIGHT DUE TO FLOOD PLAIN 25.) 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. 26.) This onsite sewage system is designed for domestic strength wastewater only. Disposal of any other waste strength is considered a violation of this permit, including Chemicals from RV holding tanks. 27.) 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. 28.) The proposal was approved based on information provided in the Flood Certificate dated 6/3/14 29.) 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. SEP12-00142 Page 3 of 4 \\tidemark\data\forms\F_SEP_Permitmod.rpt 8/11/2014 30.) This project reviewed and approved as a Shoreline Exemption under Jefferson County SMP Ordinance #01216-13 Article 9(3)(A)(2) codified as JCC 18.25.560(2). 31.) Utilities shall be designed as specified in 15.15.080(c) of Jefferson County Flood Damage Prevention Ordinance 07-0515-06 (Jefferson County Code Chapter 15.15)which states: (i)All new and replacement water supply systems shall be designed to minimize or eliminate infiltration of flood waters into the systems; (ii) Water wells shall be located on high ground that is not in the floodway; (iii) New and replacement sanitary sewage systems shall be designed to minimize or eliminate infiltration of flood waters into the systems and discharges from the systems into flood waters; (iv) Onsite waste disposal systems shall be located to avoid impairment to them or contamination from them during flooding. SEP12-00142 Page 4 of 4 \\tidemark\data\forms\F_SEP_Perm itmod.rpt 8/11/2014 JEFFERSON COUNTY PUBLIC HEALTH, 615 SHERIDAN, PORT TOWNSEND WA 98368 CONSTRUCTION INSPECTION REPORT For RECORD DRAWING Designer Michael Deeney Permit# SEP 12-00142 Installer Evan Neville, Shold Excavating Parcel # 981002207 Electrician Design Flow 240 Property Owner Barbara Winkler eEcip, 4, ,.pt) Site Address 100 Kelly Road, Brinnon, WA 98320 , Answer all questions or indicate NA 01.5 Tanks, Pumps and Controls EnVironme oc,r� ,, Date Insp. t. 'oak)) Tank (manufacturer, size, baffles) 1,000 Gal., 2 Comp., with Baffles & Outlet Filter 11/7/14 Pump chamber (manufacturer, size) 1,000 Gal. 11/7/14 Screen(s)and/or Pump Shroud (type, location) Pump Shroud with Biotube Filter 5/18/15 5/18/15 Were Tanks tested onsite for water tightness? Yes / No Panel Model Aquaworx IPC-SG Timer Model Aquaworx 5/18/15 Pump 1 — Man./Model Orenco Systems, Inc. PF300512 Flow Rate 32.4 gpm 5/18/15 Pump Location (i.e. garage, treatment unit, basement) Bottom of transducer to bottom of tank 23.0" Float settings (above bottom of tank) / transducer settings Timer Functions: (above bottom of transducer) On/off- 0.9" On - 49 seconds Veto - 27.8" Off - 239 minutes 11 seconds Alarm - 27.8" Veto On - 49 seconds Storage Above High Water Alarm 277 gal. Veto Off - 239 minutes 11 seconds Dose Counter Reading 1 dose, 0 vdose # gallons/dose 26.7 Elap. Time Meter Reading 10 minutes 41 seconds Pump Throttled? Yes / No Dose Drawdown (in inches) 1.5 Pump 2 — Man./Model Flow Rate gpm Pump Location (i.e. garage, treatment unit, basement) Bottom of transducer to bottom of tank Float settings (above bottom of tank) / transducer settings Timer Functions: (above bottom of transducer) On/off- On - Veto - Off - Alarm - Veto On - Storage Above High Water Alarm gal. Veto Off - Dose Counter Reading # gallons/dose Elap. Time Meter Reading Pump Throttled? Yes / No Dose Drawdown (in inches) If additional pumps complete this info for each C:\Data\WpwlCounty&State Forms\Jefferson\Construction ReportslWinkler,Alternative sys ASBUILT 2010-2.FRM.wpd 07/30/15 page 1 of 2 Pre-TreatmentDate Insp Sandfilter basin high water alarm shuts down pump to Sandfilter Yes / No DEQ Sandfilter Basin size/location Loi Jefferson Sand Fill met design spec? Yes / No Envir Coonty otA ATU (manufacturer, model) Alarm teSteeal tiftNo Disinfection Unit (manufacturer, type, model) Independent Alarm Yes / No Drainfield Transport Pipe Size/Sch. 2" Schedule 40 PVC Manifold Size/Sch. 3" Schedule 40 PVC 4/23/15 Orifice Diameter 1/8" Lateral Size/Sch. 1.25" Schedule 40 PVC 4/23/15 Barrier Material Filter Fabric Cover Material/Depth 6" to 9" Loamy Sand 5/18/15 Residual Head (lat.# & ft. Head) 5'-5", All Laterals 5/18/15 Source/Manufacturer of Drainrock/Gravelless chambers Drainrock Clean? Yes / No If no, what action taken? Mound/Glendon Site Prep. Drainfield Length 61.54 ft Width 6.50 ft Depth 20 inches Caps for measuring residual head stored (location) COMMENTS (inspection notes, changes from design or deficiencies in installation) Attach additional sheet(s) if necessary Other Aquaworx panel settings: SWarn at , ZBios at 08 , Autoclear set at 1 dose min-sec. The septic tank and pump chamber were backfilled prior to inspection. After the pre-cover inspection of the OBSF on 11/7/14, the river flooded and contaminated the drainrock and upper few inches of C33 sand. The contaminated drainrock and sand was removed the following Spring (2015) and rebuilt per approved plans. Inspection dates reflected on this report are for the rebuild of the system during the Spring of 2015. Health Department Inspection issues resolved Yes / No / NA If yes how? Union in pump chamber has been tightened and no longer leaks, septic tank & pump chamber lids secured with fresh screws in new locations on PVC riser rims (some had previously been stripped) Users Manual Provided to Homeowner With Record Drawings Date Tank/component Decommissioning Report Attached Yes / No / NA Installer Certification attached/signed Yes / No ATTACH RECORD DRAWING stamped/signed by Designer or Licensed Professional Engineer I certify the information provided above was verified by inspection (with exceptions as noted, if any). I also certify that this on-site system was installed in accordance with the approved design and verified through periodic observations of construction such as site plowing for mounds, pressure testing with all system components exposed (no backfill, except over transport pipes), and final inspection of the completed system (with exceptions as noted, if any). 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Range Zit/ OG SrM P!c_c.7".<4L Subdivision Name 4t t ,riots wv. 4- Division Block 22 Lot(s) 9 PARCEL 98/ oo Z Z©"7 I: CALCULATIONS If for residential use: Number of Bedrooms: Z x 120 G.P.D. = Z 40 total G.P.D. If for non-residential use, attach calculations used to determine G.P.D. Soil texture waste water application rate 041 G.P.D./ft. squared (see page 214 of the EPA Design Manual) DRAINFIELD SIZING: Absorption area: +et, square feet (total G.P.D. -- G.P.D./ft. squared) 1- .bed width 6,5" feet Tr e4 -virbed length 61. 6-4 lineal feet (sq. ft. •.-trench or bed width) II. APPURTENANCES Septic Tank Size /o©p gallons Pump Requirements (If Necessary) Elevation difference in feet Friction loss / A-C� �1� Pump capacity should be G.P.M. at T.D.H. A-(Lif Number of doses per day G� Dosing volume gallons Pump chamber size gallons ,67 r f.. AI r lsr totzt;,f4/1 51W110 LICENSED DESIGNER Hahomelpincntr\infohlthlsewdsn %1//LIIlosonr. 4600 oso• EXPIRES%/1a/$0) PAGE Z oc z Ill. DRAINFIELD CROSS SECTION PA,ec“_ oo2 7.c."7 WIZ/ NATIVE SOIL A IMPERMEABLE MATERIAL/ SEASONAL SATURATICiN A. Trench Depth Zo'ya3Z” inches B. (v inches of drainrock below pipe C. 4 t inches of vertical separation from trench bottom to impermeable material/seasonal saturation D. Co inches of fill (if needed) Q' ., E. T.errtl t width -7 S inches ((o.5F7::) NOTES: ATTACH DETAILED DESIGN OF SYSTEM Barbara Winkler, Parcel #981002207, 16(25-2W) Page 1 Date: 06/01/14 LATERAL DISCHARGE Design Criteria: 0.1250 Inch Orifice Diameter ,JUL 7 2014 2.8 Foot Maximum Orifice Spacing 5.0 Feet Minimum Residual Head Since "Lateral Control Orifice" devices or PVC gate valves will be placed in the riser prior to each lateral (see plans) , all orifice spacing shall be determined as follows: First divide the lateral length by the maximum orifice spacing shown in the design criteria above. Then round this number to the next highest even number. Orifice discharge "q" = 12.38 X (square of the orifice diameter "d" in inches) X (square root of the residual spray height or "head" in feet) = 12.38(0.1250 in. )^2 X (5.00 ft. )^1/2 = 0.4325 gpm/orifice Lateral discharge = (Orifice Discharge) (Number of Orifice) Average Lateral Discharge = Lateral Discharge / Trench Length Lat. Trench Number Orifice Spacing Lateral Average No. Length of Discharge Lateral (ft. ) Orifices (ft. ) / (in. ) (gpm) Discharge (gpm/ft) 1 61 .54 23 2.68 / 32 - 3 / 16 9.95 0.162 2 61 .54 23 2.68 / 32 - 3 / 16 9.95 0.162 3 61 .54 23 2.68 / 32 - 3 / 16 9.95 0.162 184.62 Ft. Total Total = 29.9 Add 10% and use: 32.9 Average = 0.162 Maximum Difference = 0.000 Percentage Variation = 0.0 LATERALS: See Lateral Specifications. NOTE: Use 32.9 gpm for the pump specifications and use 29.9 gpm for the TDH calculations. The TDH will have 10% added at the conclusion of those calculations. Barbara Winkler, Parcel #981002207, 16(25-2W) Page 2 Date: 06/01 /14 Lateral sizing based on lateral length and orifice spacing: Nominal Lateral Sizes (In inches) Lat. # Left Right Lateral PVC Specification 1 1 .25 Use Sch. 40 ASTM 1785 2 1 .25 PVC for all laterals. 3 1 .25 Manifold sizes and PVC specifications: Manifold Manifold Size (in. ) Manifold Nominal I.D. PVC Specification 1 -> 2 3" 3.068 All piping shall be: 2-> 3 3" 3.068 Sch. 40, ASTM D1785, PVC Barbara Winkler, Parcel #981002207, 16(25-2W) Page 3 Date: 06/01 /14 MANIFOLD HEAD LOSS Once the lateral discharge rates have been calculated, the manifold friction (head) losses can be determined. This is accomplished by using the lateral flows (page 1 ) and manifold size and type (page 2) along with equivalent lengths for fittings (this page) in the Hazen-Williams equation shown on page 7. The manifold losses will be used to determine the residual head at each lateral which will in turn be used to calculate the lateral control orifice diameter (page 4) . Approx. Approx. Accum. Manifold *Manifold Fittings Equiv. GPM Friction Friction Segment Length Length Loss Loss 1 -> 2 2.17 + 6.3 = 8.47 @ 19.90 = 0.009 0.009 2-> 3 2.17 + 6.3 = 8.47 @ 9.95 = 0.002 0.011 Total: 0.0 *See manifold Pipe Specifications on page 2. Barbara Winkler, Parcel #981002207, 16(25-2W) Page 4 Date: 06/01 /14 LATERAL CONTROL DISCHARGE The following calculations determine the size of the orifice control discharge device to be placed at the beginning of each lateral (See plans) : The control orifice for each lateral is sized using the following equation: 1 /2 1/2 D = ( (0 )/ ( (19.65) (C) (H) ) ) 1 Where: D = diameter of control orifice (inches) 0 = lateral discharge (see page 1 ) 1 C = coefficient for control orifice (see table) H = difference between manifold pressure and desired lateral pressure at each manifold/ lateral junction (feet) Table of Coefficients "C" Or. Dia./ "C" Or. Dia. / "C" Or. Dia./ "C" Or. Dia./"C" .167 / .61 .500 / .69 .750 / .77 1 .000 / .85 .208 / .62 .531 / .70 .781 / .78 1 .031 / .86 .250 / .63 .563 / .71 .813 / .79 1 .063 / .87 .292 / .64 .594 / .72 .844 / .80 1 .094 / .88 .333 / .65 .625 / .73 .875 / .81 1 .125 / .89 .375 / .66 .656 / .74 .906 / .82 .417 / .67 .688 / .75 .938 / .83 .458 / .68 .719 / .76 .969 / .84 Lateral Lat. Top of Head at Head at Manifold Top of Lat. Head Diff. Control No. Lat #1 Lat. #1 Lateral Losses Elevation (H) at Orifice Elevation Orifice Orifice (Ea. Lat. ) Orifice Dia. (in. ) 1 13.95 + 5.00 - 5.00 + 0.0000 - 13.95 = 0.00 => * 2 13.95 + 5.00 - 5.00 + 0.0090 - 13.95 = 0.01 => * 3 13.95 + 5.00 - 5.00 + 0.0110 - 13.95 = 0.01 => * *Use valves to control lateral spray height. Barbara Winkler, Parcel #981002207, 16(25-2W) Page 5 Date: 06/01 /14 DESIGN OF THE PUMPING SYSTEM 1 . Dosing frequency/volume based on soil: a. Dose volume based on soil type. = gpd from facility / 6 doses per day = 240 gpd / 6 doses per day = 40 gallons per dose (Design Flows) = 27.0 gallons per dose (Actual Flows) b. Pipe volumes which drain between doses. Lateral Volumes: Left Side Right Side [ (Length X Volume) + (Length X Volume) ]x7 Vol. of Lats. Lat. # [ (ft. X gal. /ft. ) + (ft. X gal./ft. ) ]X7 in Gal. X 7 1 (61 .5 X 0.078) ]X7= n.a. 2 (61 .5 X 0.078) ]X7= n.a. 3 (61 .5 X 0.078) ]X7= n.a. Total of lateral volumes times 7: 0.0 Manifold Volumes: Manifold (Length X Volume) X 7= Vol. of Man. Segment (ft. ) (Gal/Ft. ) in Gal. X 7 1 -> 2 (2.2 X 0.385) X 7 = n.a. 2-> 3 (2.2 X 0.385) X 7 = n.a. Total of manifold volumes times 7: n.a.* *Manifold remains full. Barbara Winkler, Parcel #981002207, 16(25-2W) Page 6 Date: 06/01/14 b. Pipe volumes which drain between doses (cont) . Transport pipe volume = 1 X (Length of transport pipe which drains between doses X volume per ft. of pipe) = 1 X (0 ft. X 0.18 gal. /ft. ) = 0.0 gallons Total volume which drains between doses = 0.0 gallons c. Choose the larger of the volumes calculated in 1 .a. or 1 .b. shown above: Use: 27.0 gallons per dose 2. Pump Chamber Size: See Plans. Barbara Winkler, Parcel #981002207, 16(25-2W) Page 7 Date: 06/01/14 PRESSURE PIPING SYSTEM AND RELATED HEAD LOSS 1 . Required pump Capacity = 29.9 gpm using 1 pump (from previous calculations) 2. Pump Chamber (use 29.9 gpm for each of 1 pump Type of pipe = Sch. 40 PVC (C = 150) Diameter of pipe = 2.00 inches (I.D. = 2.067 inches) List of Pipe Elements Length of pipe = 12.0 ft. 3 90 degree ells at 6.0 ft. equiv. length = 18.0 ft. 1 PVC Ball Valve at 29.0 ft. equivalent length = 29.0 ft. 1 PVC Swing Chk. Valve at 15 ft. equiv. length = 15.0 ft. Sum (L) = 74.0 ft. Head Loss Formula (Hazen-Williams) : 1 .85 1 .85 4.87 Head Loss = 10.45(L) (Q) /(C) (D) = 1 .1 ft. 3. Transport Pipes (use 29.9 gpm) a) Main Transport Pipe Type of pipe = Sch. 40 PVC (C = 150) Diameter of pipe = 2.00 inches (I.D. = 2.067 inches) List of Pipe Elements Length of pipe = 20.0 ft. 3 90 degree ells at 6.0 ft. equiv. length = 18.0 ft. 3 45 degree ells at 3.0 ft. equiv. length = 9.0 ft. Sum (L) = 47.0 ft. Head Loss = 0.7 ft. b) Secondary Transport Pipe (use 29.9 gpm) Type of pipe = Sch. 40 PVC (C = 150) Diameter of pipe = n.a. inches (I.D. = n.a. inches) List of Pipe Elements Length of pipe = 0.0 ft. 0 90 degree ells at 6.0 ft. equiv. length = 0.0 ft. 0 45 degree ells at 3.0 ft. equiv. length = 0.0 ft. Sum (L) = 0.0 ft. Head Loss = 0.0 ft. Barbara Winkler, Parcel #981002207, 16(25-2W) Page 8 Date: 06/01/14 4. Drainfield Distribution System Type of Pipe = Sch. 40 PVC (C = 150) Total Manifold Losses = 0.0 ft. Approx. Lateral Losses = 1 .5 ft. (No. of lats. X (5'x0.10 per lat. ) Total: 1 .5 ft. 5. Static Head = orifice elevation - pump inlet elevation in pump chamber = 14 ft. - -1 ft. = 15 ft. more or less (depends upon final location and elevation of pump chamber) 6. Total Dynamic Head for Pump Sizing Pump Chamber = 1 .1 ft. * 0 FM200 Flow Meters = 0.0 ft. Main Transport Pipe = 0.7 ft. Secondary Transport Pipe = 0.0 ft. Static Head = 15.0 ft. Auto. Dist. Valve #1 = n.a. Auto. Dist. Valve #2 = n.a. Distribution Network = 1 .5 ft. Residual Head = 5.0 ft. * Provided by Orenco Systems, Inc. Summation = 23.3 ft. Add 10% and use: 25.6 ft. 7. Pump Selection: Select a pump capable of providing a minimum of 32.9 gpm at 25.6 ft. TDH. 0"kt 41.4 ter"- o 5100110 Fy $' MICHAEL S. DEENEY LICENSED DESIGNER ///' EXPIRES 06/18/0 n 0 a 0 0 JUL 7 2014 ,-,,,.ie, -_,art, o rF�•i�;. 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TO: Randy Marx FROM: Michael Deeney DATE: August 4, 2014 SUBJECT: Barbara Winkler Septic System, Parcel #981002207, 100 Kelly Rd., Brinnon, Septic Tank & Pump Chamber Buoyancy Issue . Dear Randy; A typical Del Zotto monolithic pour one compartment 1,000 gallon tank weighs 4,437 pounds and displaces a volume of 226.5 cubic feet. This displacement equates to 14,134 pounds of displaced water in a flood condition (226.5 cubic feet times 62.4 pounds per cubic foot for water). This results in 14,134 pounds of uplift to in a flood condition. At the proposed timer off level of 22 inches(1.83 feet)there would be a minimum 4,053 pounds of effluent in the tank(1.83 feet times 7.41 feet times 4.79 feet times 62.4 pounds per cubic foot) . Subtracting the weight of the tank and the minimum liquid level equates to a remaining uplift of 5,644 pounds (14,134 pounds uplift minus 4,437 pound tank minus 4,985 pounds of effluent = 5,644 pounds). Using a density of 100 pounds per cubic foot for backfill over the tank(using worse-case scenario of loose non-compacted sand)would require a minimum of 15 inches to offset the remaining uplift of 5,644 pounds (5,644 pounds uplift divided by 100 pounds per cubic foot for sand backfill divided by the 44.9 square foot top of the tank equates to 1.26 feet minimum of backfill soil or 15.1 inches to overcome the remaining uplift of 4,712 pounds). To remain conservative, 16 inches of sandy loam soil backfill (approximately 115 pounds per cubic foot, non-compacted)will be required. Also, the friction of soil on the side walls of the tank resisting uplift will not be considered. 4 A. j// / ity_q_41.,.,„ ...i. , . 4,44- 0., 1,4„,. f?, .:::-... A-,, 'tt i' s em- ttI i4c 5100110 t's, l MICHAEL S. DEENEY Michael Deeney LICENSED DESIGNER Creative Design Solutions, Inc. EXPIRES 06/18/ C:\Dats\Wpw\Memo\Flood Plain,Tank Bouyancy\Winkler,981002207,Tank Bouyancy.wpd NORTHWESTERN TERRITORIES, INC. 717 SOUTH PEABODY STREET,PORT ANGELES,WA 98362 Engineers■Land Surveyors■Geologists J(JL Construction Inspection■Materials Testing ,2014 (360)452-8491 1-800-654-5545 FAX 452-8498 E-Mail:info©nti4u.com NTI June 2, 2014 Jefferson County Health Department 615 Sheridan Street Port Townsend. WA 98368 Subject: Open Bottomed Sand Filter Elevated Containment Vessel for Parcel Number 981002207 Gentlemen, This letter establishes the appropriate criteria for placement of fill inside and outside of the Open Bottomed Sand Filter elevated Containment Vessel (hereinafter referred to as OBSF), with a 30 mil PVC liner using a containment vessel as specified on Sheets 3, 6, 7, and 8 of the septic system design for Parcel Number 981002207 signed June 1, 2014, by Michael S. Deeney, Creative Design Solutions, Inc. Backfill around the elevated OBSF Containment Vessel shall be considered satisfactory for meeting the requirements of Jefferson County Health & Human Services Environmental Health Division Policy Statement Number 01-01 (see attached): 1. Natural grade shall not exceed 45% cross slope for the area of placement of the OBSF Containment Vessel and required surrounding fill. 2. All organic material shall be removed from the existing grade prior to placing fill outside the OBSF Containment Vessel. 3. Fill outside the Containment Vessel shall consist of sandy loam to loam soil and shall be placed with a finished grade not to exceed 1 foot of height (vertical) for every 2 feet of run (horizontal). This 1:2 slope may commence at a point directly above the outside edge of the Containment Vessel (at top of required minimum fill over the top of the Containment Vessel). Less steep slopes may be desired for maintenance purposes. At a minimum, this fill shall be placed in 8" or 6" inch lifts compacted to 85% of optimum density as established by ASTM D-1557 or ASTM D698 (equivalent to "walking-in"the fill). 4. Material shall be place inside and outside the OBSF Containment Vessel at the same rate (maintain equal elevations) in order to evenly distribute the loading on the Containment Vessel. Monitor compaction activities to avoid deflection of or damage to the containment vessel. f r ✓UL Jefferson County Health Department 7 014 June 2, 2014 Page 2 of 2 5. The top of the OBSF Containment Vessel shall not exceed 6 feet above natural grade at any point around the perimeter of the Containment Vessel. 6. All finished grades to the sides and over the top of the OBSF Containment Vessel shall be planted with drought resistant non-intrusive grass or other shallow rooted, non-intrusive drought resistant vegetation. This letter has been prepared exclusively for Creative Design Solutions, Inc. for their use in the septic system design incorporating an OBSF Containment Vessel for Parcel Number 981002207 and as specified on Sheets 3, 6, 7, and 8 of the above described septic system design. Our services have been executed in accordance with generally accepted professional engineering principles and practice. Nil Engineering & Land Surveying QRZ A. I F �p flF wase \4, P / jo I Jr r ! £/ Ao Robert A. Leach, PE, MBA \4"F13772 s7 8t° ��`` Project Engineer Fss/ONAL EAG\ 06-02-14 attachment: Policy Statement No. 01-01 1:\1Work Files\CDS-WinklertAbove Ground Containment Vessel's,SF-2014,for Winkler project.wpd Stormwater Calculations 981 ooZ Zo7 IMPERVIOUS SURFACE NEW EXISTING Structures(all roof area) sq/ft Structures(all roof area) sq/ft Driveway sq/ft Driveway sq/ft Sidewalks sq/ft Sidewalks sq/ft Patios sq/ft Patios sq/ft Solid Decks sq/ft Solid Decks sq/ft Other sq/ft Other sq/ft Total New sq/ft Total Existing _ sq/ft TOTAL NEW+TOTAL EXISTING* _______ _sq/ft *This amount will be used to check total lot coverage Please also indicate the amount of land disturbing activity, in addition to the creation of impervious surface,that will take place: LAND DISTURBING ACTIVITY Drainfield area cleared _86C, _sq/ft Well,Structures,Utilities,etc. sq/ft Driveway sq/ft Other sq/ft Total Land Disturbance 900 sq/ft U.S.DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE FEDERAL EMERGENCY MANAGEMENT AGENCY OMB No. 1660-0008 Natioi;al Flood Insurance Program Important: Read the instructions on pages 1-9. Expiration Date:July 31,2015 r SECTION A-PROPERTY INFORMATION FOR INSURANCE COMPANY USE I Al. Building Owner's Name Barbara Winkler Policy Number: A2. Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Company NAIC Number 100 Kelly Road City Brinnon State Wa ZIP Code 98320 A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) Lot 9,Blk 22,Olympic Canal Addition No.4,Vol.4 of Plats,Pg 39.Assessor's Parcel No.981002207. A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.)Residential A5. Latitude/Longitude:Lat.47°39'14.7" Long. 122°56'25.5" Horizontal Datum: ❑ NAD 1927E NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number N/A A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) N/A sq ft a) Square footage of attached garage N/A sq ft b) Number of permanent flood openings in the crawlspace b) Number of permanent flood openings in the attached garage or enclosure(s)within 1.0 foot above adjacent grade N/A within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A8.b N/A sq in c) Total net area of flood openings in A9.b N/A sq in d) Engineered flood openings? ❑ Yes ❑ No d) Engineered flood openings? ❑ Yes ❑ No SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1. NFIP Community Name&Community Number B2.County Name B3.State 530069 Jefferson Wa. B4.Map/Panel Number B5.Suffix B6.FIRM Index Date B7. FIRM Panel B8.Flood B9.Base Flood Elevation(s)(Zone 530069 1240 B 7/19/82 Effective/Revised Date Zone(s) AO,use base flood depth) 7/19/82 A2 14.6' B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9. ❑ FIS Profile E FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item B9: E NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑ Yes E No Designation Date: ❑ CBRS ❑ OPA SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) Cl. Building elevations are based on: E Construction Drawings* ❑ Building Under Construction* ❑ Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations-Zones A1-A30,AE,AH,A(with BFE),VE,V1-V30,V(with BEE),AR,AR/A,AR/AE,AR/A1-A30,AR/AH,AR/A0.Complete Items C2.a-h below according to the building diagram specified in Item A7. In Puerto Rico only,enter meters. Benchmark Utilized:RM35 Vertical Datum: NGVD29 Indicate elevation datum used for the elevations in items a)through h)below. El NGVD 1929 D NAVD 1988 ❑Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a)Top of bottom floor(including basement,crawlspace,or enclosure floor) N/A. ❑feet ❑meters b)Top of the next higher floor N/A. ❑feet ❑meters c) Bottom of the lowest horizontal structural member(V Zones only) N/A. ❑feet ❑meters d)Attached garage(top of slab) N/A. ❑feet ❑meters e) Lowest elevation of machinery or equipment servicing the building N/A. ❑feet ❑meters (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) 13.6 E feet ❑meters g) Highest adjacent(finished)grade next to building(HAG) 12.0 E feet ❑meters h) Lowest adjacent grade at lowest elevation of deck or stairs,including structural support N/A. ❑feet ❑meters SECTION D-SURVEYOR, ENGINEER,OR ARCHITECT CERTIFICATION VAIIkt",.- - ,, This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information.I certify that the information on this Certificate represents my best efforts to interpret the data available. AGO w.; 4 S I understand that any false statement maybe punishable by fine or imprisonment under 18 U.S. Code,Section 1001. g, •; , \ Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a Ie � 't IDCheck here if attachments. licensed land surveyor? E Yes ❑ No \' I , _ xl4\ Certifiers Name Scot B.Clark,PLS License Number 38956 ��! Title Principal Surveyor Company Name Clark Land Office `�+': `Q 3dfjg956 j � a Address P.O.Box 2199 City Sequim State Wa ZIP Code 98382 4L WV •` r Signature g Date ,3�� Telephone 360-681-2161 �4%................,.........,,,,r- 0 FEMA Form 086-0-33(7/12) See reverse side for continuation. Replaces all previous editions. IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Buildthg Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number: "100 Kelly Road City Brinnon State Wa ZIP Code 98320 Company NAIC Number: SECTION D—SURVEYOR, ENGINEER,OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for(1)community official,(2)insurance agent/company,and(3)building owner. Comments The purpose of this elevation certificate is for the installation of a septic system.The lowest and highest ajdacent grades shown hereon are located within a potential septic system area,exact location has not been determined. ature Date SECTION E—BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE),complete Items El—E5.If the Certificate is intended to support a LOMA or LOMR-F request,complete Sections A,B, and C.For Items E1—E4,use natural grade,if available.Check the measurement used.In Puerto Rico only,enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a)Top of bottom floor(including basement,crawlspace,or enclosure)is _ ❑feet El meters ❑above or El below the HAG. b)Top of bottom floor(including basement,crawlspace,or enclosure)is __ ❑feet 0 meters 0 above or❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 8-9 of Instructions),the next higher floor (elevation C2.b in the diagrams)of the building is __ El feet 0 meters El above or El below the HAG. E3. Attached garage(top of slab)is _ El feet ❑meters ❑above or ❑below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ._ El feet El meters ❑above or El below the HAG. E5. Zone AO only: If no flood depth number is available,is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? El Yes 0 No El Unknown.The local official must certify this information in Section G. SECTION F—PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A,B,and E for Zone A(without a FEMA-issued or community-issued BFE) or Zone AO must sign here.The statements in Sections A,B,and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Scot B.Clark,PLS Address P.O.Box 2199 City Sequim State Wa ZIP Code 98382 Signature Date Telephone 360-681-2161 Comments El Check here if attachments. SECTION G—COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A,B,C(or E),and G of this Elevation Certificate.Complete the applicable item(s)and sign below.Check the measurement used in Items G8—G10.In Puerto Rico only,enter meters. G1. El The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor,engineer,or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. El A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE)or Zone AO. G3. El The following information(Items G4—G10)is provided for community floodplain management purposes. G4.Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. 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