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HomeMy WebLinkAboutSEP2014-00057 r< Jefferson County Department of Community Devetopitrent 621 Sheridan St., Port Townsend WA 98368, (360)379-4450;1, ._:z SEPTIC PERMIT APPLICATION OCT Michael Ryan 7 / d PROPERTY OWNER 204 1 ' MAILING ADDRESS 371 East Price Port Hadlock,WA 98339 f'' j 51 dtd f j i 7 Y is Suzanne Marta + PHONE ( 360 ) 390-8849 !VI'..L 1 ' 1,, 2/,Ons SYSTEM DESIGNER Suzanne Martin Designer Phone# (360)554-0224 LEGAL DESCRIPTION: Section 35 Township 30N Range 1W PARCEL# 961 803 210 Subdivision Name Irondale#1 Division Block 32 Lot(s) 25-27 Site address/Directions to site 371 East Price-Port Hadlock,WA 98339 SOURCE OF SEWAGE/USE TYPE OF WORK WATER SOURCE Residential ✓ New Tank/s only Private Residential ADU Modification_ Public ✓ Commercial Expansion_ Community Upgrade 7458g Repair ✓ SITE SIZE SYSTEM TYPE Partial Repair-(tank) ✓ (drainfield) ✓ Previous Evaluation Conventional Designate RARArve Area Yes# SEP14-00057 Alternative ✓ Redesign ✓ No . _ SYSTEM DETAILS Number of Gallons/day 240 Soil type 4 (attach soil eval.) Application Rate 0.60 (0.40) gal./sq.ft./day Drainfield Length 20 ft. Trench Width 17.5 ft, Trench/Bed Depth mound style in. Septic Tank size 1000 gal. Pump Chamber size 1000 gal. TYPE OF Glendon Biofilter repair 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. 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 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. Property Owner Signature Date FOR OFFICE USE ONLY I t 2)1 t q PARTIAL Gil L( A8BUILT I 1/5-44 ED FIN4V1_2_ZY APPROVED �. / ■ (� A INSP/PUMP TEST(,:,D 1 . ► i, 1 b\i' ALL HOLD REQ.MET tt ll ��JJ t ' /` Date 10 - Fee 11-9 Rec# 1 4 8-1 I 0 Check#�2 Case#SEP 1'1— V 5 9 forms\Suz\2008 SPA.DOC ¢8(1A t,J • 1 JEFFERSON COUNTY PUBLIC HEALTH — 615 Sheridan Street•Port Townsend•Washington •98368 wwwjeffersoncountyp ublcheafh.org 1-'hone 3bU-36b-9444 f-ax MU-3/9-446/ ON-SITE SEWAGE DISPOSAL PERMIT PERMIT#: SEP14-00057 Date Received: 05/14/14 SITE ADDRESS: 371 E PRICE ST Date Issued: 10/13/14 PORT HADLOCK, WA 98339 Date Expires: 01/13/15 APPLICANT: MICHAEL 0 RYAN PHONE: 371 E PRICE ST PORT HADLOCK WA 983399625 LEGAL DESCRIPTION: IRONDALE#1 BLK 32 LOTS 25,26&27 PARCEL#: 961803210 Section: 35 Township: 30N Range: 1W DESIGNER: SUZANNE L MARTIN PHONE: 360-554-0224 PO BOX 125 CHIMACUM WA 98325 SYSTEM DESCRIPTION: GLENDON BIOFILTER-M31 No. of Gallons per Day: 240 Type of work: REP Drainfield Trench Septic Tank Length: 20 feet Width: 18 feet Depth: inches Size: 1,000 gallons DISCLAIMER-This approval is for an on-site sewage system that meets the state and county standards in effect on the date of application. This approval for an on-site sewage system DOES NOT assure you of any other County approvals. For example, it DOES NOT GUARANTEE that you will later obtain permission to build a permanent residence or other structure on this parcel. Any future application will be separately judged by the rules and laws in effect at that time. All construction and development activities must comply with all permit conditions,state and local codes, and Recommended Standards and Guidance documents in effect when the permit is issued. The property owner is responsible for the accurate location of all property lines.Any removal of or major disturbance of soil in the primary or reserve drainfield area may create site conditions that are unacceptable for the installation of a sewage disposal system. Any change in drainfield or tank location may invalidate this permit unless prior approval is obtained from the Jefferson County Environmental Health Division. If during excavation or development of the site an area of potential archeological significance is uncovered, all activity in the immediate area shall be halted,and the UDC Administrator shall be notified at once. Permit issued to CONSTRUCT, ALTER, REPAIR OR MODIFY AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM IN JEFFERSON COUNTY, WASHINGTON This permit is issued for a period of three years (unless otherwise stated above) in accordance with Jefferson County Rules and Regulations for On-Site Sewage Systems, codified in JCC 8.15 as amended. This permit may not be renewed. Jefferson County Environmental Health Specialist This permit with conditions must be onsite during all phases of construction HEALTH DEPARTMENT MUST BE CONTACTED FOR FINAL INSPECTION. SPECIAL CONDITIONS APPLY - SEE ADDITIONAL PAGES • CONDITIONS OF APPROVAL- PERMIT NO.: SEP14-00057 1.) This permit was issued to correct a violation of WAC 246-272A for a failed drainfield. The permit must be completed within 90 days of the date of issuance. 2.) A PVC liner must be installed on the upslope side as well as atleast 1/2 way down each side of the basin excavation, as per design. 3.) Approval/issuance of a sewage disposal permit or installation of a septic system does not guarantee the approval of other development or a building permit on this site. Future buildings that require connection to an on-site sewage system (OSS) shall only be approved if the OSS meets the current standards and codes in effect at the time of the building application. 4.) H - Rissers are required on the existing septic tank; each compartment and over inlet and outlet baffles. Lids must be sequired. 5.) H - AS PER WAC 246-272A AND JEFFERSON COUNTY CODE 8.15 ALL ONSITE SEWAGE SYSTEMS REQUIRE THAT A RESTRICTIVE COVENANT REGARDING THE MONITORING OF THE ONSITE SEPTIC SYSTEM BE RECORDED TO THE PROPERTY TITLE. THE PROPERTY OWNER SHALL ASSURE THAT MONITORING IS PROVIDED BY AN APPROVED ENTITY AT THE FREQUENCY DEFINED PER STATE WAC 246-272AAND 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 6.) 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. Retrofit existing tank as needed 7.) Health Dept. required to observe pressure test with system designer when system fully installed/complete, 48 hours notice to be provided for scheduling. 8.) 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. 9.) Notification of the start of construction shall be faxed or emailed to Jefferson County Public Health ONE WORKING DAY prior to start. 10.) H -An asbuilt drawing and certification of completion by the designer is required prior to final approval. 11.) 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. 12.) 10' separation required between a Water line and all portions of the onsite sewage system; effluent transport line, tanks, treatment and disposal components. 13.) Dry season installation required. 14.) Divert all sources of drainage, including roof drains away from septic tank and drainfield area. 15.) 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. 16.) Approval of this sewage disposal permit does not preclude the permit holder from complying with the Unified Development Code for other/future development on the site. 17.) The project shall adhere to the Best Management Practices (BMPs) to control stormwater, erosion and sediment during construction. BMPs shall address permanent measures to stabilize soil exposed during construction, and in the design and operation of stormwater and drainage control systems. SEP14-00057 Page 2 of 2 \\tidemark\data\forms\F_SEP_Permitmod.rpt 10/13/2014 , JEFFERSON COUNTY PUBLIC HEALTH, 615 SHERIDAN, PORT TOWNSEND WA 98368 ASBUILT INSPECTION REPORT For RECORD DRAWING OV Us Designer Suzanne Martin 14-00057 9 Permit# SEP Installer Shold Excavating (Kevin Nutting) Parcel # 961 803 210 Electrician Cascade Electric Design Flow 240gpd peak Property Owner Mike Ryan Site Address 371 East Price Street-Port Hadlock 98339 Answer all questions or indicate NA DATE Tanks, Pumps and Controls INSP. Tank (manufacturer, size, baffles) Norwesco; risers installed 10/28/14 Pump chamber (manufacturer, size) 1000 gallon; Cotton; 22 gal/inch; risers installed 10/28/14 Screen(s)and/or Pump Shroud (type, location) Shroud around well style pump; in 10/28/14 pump tank Were Tanks tested onsite for water tightness? es / No Panel Model Infiltrator Timer Model Aquaworx 10/28/14 Pump 1 — Man./Model well style Flow Rate n/a gpm 10/28/14 Pump Location (i.e. garage, treatment unit, basement) pump in pump tank Float/transducer settings Inches Timer from bottom of tank- On/off- 20.9 in. Functions: On 4 se min Veto - 29.4 in. Off- 8:25 sec in hr Alarm - 29.2 in. Veto On - 4 se /min Storage Above High Water Alarm 469 gal. Veto Off- 6:18 secAlhr Dose Counter Reading Od/9vdose # gallons/dose per gbt gal. Elap. Time Meter Reading 00:45 mi a Pump Throttled? Yes / No Dose Drawdown (in inches) per gbt in. Pump 2 — Man./Model n/a Flow Rate gpm Pump Location (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 Storage Above High Water Alarm gal. Veto Off- sec/min/hr Dose Counter Reading # gallons/dose gal. Elap. Time Meter Reading min/hrs Pump Throttled? Yes / No Dose Drawdown (in inches) in. If additional pumps-complete the info in this table for each and attach. Other Timer functions & settings (e.g. override on/off) autoclear 22 doses; 37 events; ID: 05-08-2013 H:\WEB\ONSITE\Asbuilt_Report_Form.doc 04/28/10page 1 of 2 Pre-Treatment Date Insp Sandfilter basin high water alarm shuts down pump to Sandfilter Yes / No Sandfilter Basin size/location n/a Sand Fill met design spec? Yes / No ATU (manufacturer, model) n/a Alarm tested Yes / No Disinfection Unit (manufacturer, type, model) n/a Independent Alarm Yes / No Drainfield Transport Pipe size, schd, diameter 1"pvc sch 40 Manifold size/schd 1"pvc sch 40 10/28/14 Orifice size n/a Lateral Size/schd n/a Barrier Material filter fabric Cover Material/Depth mound 10/28/14 Residual Head (lat.# &ft. Head) n/a The laterals/pods were balanced 0 / No Source/Manufacturer of Drainrock/Gravelless chambers n/a Drainrock Clean? Yes / No If no, what action taken? n/a Mound/Glendon Site Prep yes Drainfield Length 20 ft Width 18 ft Depth mound inches Caps for measuring residual head stored (location) n/a COMMENTS (inspection notes, changes from design or deficiencies in installation) Attach additional sheet(s) if necessary restrictive covenant regarding 0 &M auditor#587076 Health Department Inspection issues resolved Yes / No /©A If yes how? Users Manual Provided to Homeowner delivered©pressure test Date 11/03/14 Tank/component Decommissioning Report Attached Yes / No /0 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, nit SYSTEM WAS INSTALLED AS DESIGNED AND APPROVED tryJEFFERSON COUNTY (DATE) OR T}MT Cl-EANGES }SAVE BEEN NOTED AND 7}EE SYSTEM IS IN COMPLIANCE WITH WAG 246-272. 1 l�''� 31 October 2014 5100342 Designer Signature Date License# I Sn ,nBLMamn %'_4rcra,�r I5ENNEr." 'e H:\WEB\ONSITE\Asbuilt_Report_Form.doc 04/28/10page 2 of 2 f NOV 0 3 2014 JEFFERSON COUNTY PUBLIC HEALTH, 615 SHERIDAN, PORT TOWNSEND WA 98368 ASBUILT INSPECTION REPORT For RECORD DRAWING Designer Suzanne Martin Permit # SEP 14-00057 Installer Shold Excavating (Kevin Nutting) Parcel # 9 1 507 Electrician Cascade Electric Design Flow 240gpd peak Property Owner Mike Ryan Cif Site Address 371 East Price Street-Port Hadlock 98339 1U/` Answer all questions or indicate NA DATE Tanks, Pumps and Controls INSP. Tank (manufacturer, size, baffles) Norwesco; risers in- ailed 10/28/14 Pump chamber (manufacturer, size) 1000 gallon;Cotton; 22 gal/itch; risers installed 10/28/14 Screen(s)and/or Pump Shroud (type, location) Shroud a •und well style pump; in 10/28/14 pump tank Were Tanks tested onsite for water tightness? ED/ N• Panel Model Infiltrator Time Model Aquaworx 10/28/14 Pump 1 — Man./Model well style F ow Rate n/a qpm 10/28/14 Pump Location (i.e. garage, treatment unit, basemen pump in pump tank Float/transducer settings Inches Timer from bottom of tank- On/off- 20.9 " i Functions: On 4 se)/min Veto - 2 ,4;: Off 8'26 _ sec in hr Alarm - 292 in Veto On 4 "=se /min Storage Above High Water Alarm 469;. gal. Veto Off- 618: sec&hr Dose Counter Reading Od/9vdose # gallons/dose pergbt gal. Elap. Time Meter Reading 0045° mi Pump Throttled? Yes- Nfl Dose Drawdown (in inches) Rer gb ; in Pump 2 — Man./Model n/a Flow Rate qpm Pump Location (i.e. garage, treatment nit, 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 Storage Above High Water Alarm gal. Veto Off- sec/min/hr Dose Counter Reading 7. # gallons/dose gal. Elap. Time Meter Reading min/hrs Pump Throttled? Yes I No Dose Drawdown (in inches) ?:�in. If additional pumps-complete the info in this table for each and attach. Other Timer functions & settings (e.g. override on/off) autoclear 22 doses; 37 events; ID: 05-08-2013 H:\WEB\ONSITE\Asbuilt_Report_Form.doc 04/28/10page 1 of 2 Pre-Treatment Date lnsp Sandfilter basin high water alarm shuts down pump to Sandfilter Yes / No Sandfilter Basin size/location n/a Sand Fill met design spec? Yes / No ATU (manufacturer, model) n/a Alarm tested Yes / No Disinfection Unit(manufacturer, type, model) n/a Independent Alarm Yes / No Drainfield Transport Pipe size, schd, diameter 1" pvc sch 40 Manifold size/schd 1"pvc sch 40 10/28/14 Orifice size n/a Lateral Size/schd n/a Barrier Material filter fabric Cover Material/Depth mound 10/28/14 Residual Head (lat.# & ft. Head) n/a The laterals/pods were balanced es / No Source/Manufacturer of Drainrock/Gravelless chambers n/a Drainrock Clean? Yes / No If no, what action taken? n/a Mound/Glendon Site Prep yes Drainfield Length 20 ft Width 18 ft Depth mound inches Caps for measuring residual head stored (location) n/a COMMENTS (inspection notes, changes from design or deficiencies in installation) Attach additional sheet(s) if necessary restrictive covenant regarding 0&M auditor#587076 Health Department Inspection issues resolved Yes / No / NA If yes how? Users Manual Provided to Homeowner delivered @ pressure test Date 11/03/14 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 VERIFItV BY INSPECTION, THE SYSTEM WAS INSTALLED AS DESIGNED AND APPROVED Iry JEFFERSON COUNTY (DATE) OR THAT CHANGES HAVE BEEN NOTED AND THE SYSTEM IS IN COMPLIANCE WITH WAC 246-272. � 0 31 October 2014 5100342 4 Designer Signature Date License# 5 LM '"+q i Z Suzanne L Mahn.��!) eRSbii@1.�-.. �A! DIVES v++ns H:\WEB\ONSITE\Asbuilt_Report_Form.doc 04/28/10page 2 of 2 I M M i, F N. I, CD V/ X c--I- f I 0 0 —• CI) t CD 2 2 �. - �+ d I - -, CD a, o n, 3 -0 h D D CD CD QC Ao , .-1- CU n' d rr � CD CD a, 4 < O m CD I_ ± • I °" ± I I' A• a .M D c�D O -, 1111PAIIPrigliy■'' IrMarfir i VA,,, Aar . -oc, - al CL c CD Ilk A...... 46. 4, ...... - - - ,...„ .1„. 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(D ` :fig o � < ° 3 Oc°D pm s31 Q ° 0g 0 3 sr..."<": m °. 3 n o m m. m v cn �y co m * ° u' 3 J 3 '<cn 0 o 3 c 3 91 A- * O co 1• — N co 0 D 6 D 3 fn co < a y (D CD a --ti a g a'' ° o O 0 3 m N cu S -a z ° , m 0 O y G o m< V p p 6 D O O a < o• m ( O 2 D a w ° m o .te _ m0m mcr a a m s , 1 n o W w m° n N� un cau o ao3 ' g. K• l ' o s. n� . - II go 0 St o ° iriU a ov � �� u • 0 ,O 0 OS.. 6 e .0• m O Vl oW � � m cD ce u o � o•cn N C y c 0 N po ° O m CD 0 — S � pj E. N A CT O O p 7 CT m O p N �• (D , 7 M7 3 s = S 3 w- te — OCD . C 3 - z 7.1 •-• D Page 2 of 8; Ryan; Parcel#901 104 019 ONSITE SEWAGE DISPOSAL SYSTEM DESIGN � h + tom,I r,f - �� f h 51 "'01, 2 2 Date 22 April 2014 Y trsntssm 4 021121ES L1tn5 Property Owner Michael Ryan 22 April 2014 System Designer Suzanne Martin Legal Description: Section 35 Township 30N Range 1W Subdivision Name lrondale#1 Division Block 32 Lot(s) 25-27 I. CALCULATIONS If for residential use: Number of Bedrooms: 2 x 120 G.P.D.= 240 total G.P.D. If for non-residential use, attach calculations used to determine G.P.D. Soil texture waste water application rate 0.40 G.P.D./ft. squared (see page 214 of the EPA Design Manual) DRAINFIELD SIZING: Absorption area: 600 square feet (total G.P.D.:G.P.D./ft. squared) Trench or bed width 17.5 feet Trench or bed length 20 lineal feet (sq. ft.+trench or bed width) II. APPURTENANCES Septic Tank Size 1000 min gallons Pump Requirements (If Necessary) Elevation difference in feet 8 Friction loss 2 Pump capacity should be 10 G.P.M. at 10 T.D.H. Number of doses per day per gbt Dosing volume per gbt gallons Pump chamber size 1000 min gallons H:\home\pincntr\infohlth\sewd sn page 3 of 8; Ryan; Parcel#961 803 210 III. DRAINFIELD CROSS SECTION i, 1" y Suzanne nn 2 L Martin '• 1� //// I�tril 2014 n5 D FILL 22 A i / P Dr.:a. Rsck NATIVE SOIL A E C IMPERMEABLE MATERIAL/ SEASONAL SATURATION A. Trench Depth mound inches B. n/a inches of drainrock below pipe C. 18+ inches of vertical separation from trench bottom to impermeable material/seasonal saturation D. mound inches of fill (if needed) E. Trench width 210 inches NOTES: This system is to be installed in organic fill. There is at least 12"undrained soil below the fill. There is a range of depth of the fill varies. The bottom of the basin shall be bedded in 6"C-33 sand. This will ensure distribution of effluent into native soils. The sand below the basins will also stabilize the basins. ATTACH DETAILED DESIGN OF SYSTEM page 4 of 8;Ryan; Tank Cross Section-Not To Scale parcel#961 803 210 (For illustrative purposes only,actual tank configuration may vary, tanks must be on list of approved products.) SECURED LID WITH GAS TIGHT SEAL Both tanks are installed; meet code; to be utilized in this system IACCESS RISER , FINISH GRADE �� • , v L / __. TO PUMP w CHAMBER FROM SEWAGE , SOURCE FLOATING MAT IF--_ APPROVED EFFLUENT FILTER SEDIMENTS Max.3/16"filter installed ---__ ____________ SEWPG�DISPOSAL D align SEPTIC TANK �yrQVed fQl COS 'UNTIE (TYPICAL) I pate SECURED LID WITH GAS TIGHT SEAL THREADED UN10111 ACCESS RISER \\N SERVICE NN FINISH GRADE VALVE'ID FROM SEPTIC I_i l i •i —*TO DRAINFIELD TANK it Min_180_Gallon \ If EMERGENCY STORAGE ANTI SIPHON VALVE* HIGH WATER ALARM LEVEL —� NORMAL TIMER OFF LEVEL WORKING VOLUME t Assembly Transducer `R I Assembly ENCLOSED PUMP 1 SEDIMENT SHROUD* CHECK VALVE*' --1;:r' g" r SEDIMENTS L1m CENTRIFUGAL PUMP PUMP CHAMBER TY•ICAL `i I *AS NEEDED V I Page 5 of 8; Ryan; . Parcel#961 803 210 • . • ti• Effluent Pumps Orenco Systems• Incorporated 1-800-348-9843 3 1 I 1 _ 1 -- Effluent Pumps __ PEE 150 REF. PKP Series 90 , :• , , 1/3 hpto1-1/2hp „_... , , i: , :• 80 , CAM p.t. (� _ ` 1 $} ' 3 PEF1� 3 3 3 E I 1 70 • 3 f ; : f r co • l fI = t C PEF15 y ! 1 l 1— — t 1 , in iII l £ ,. 3 aim+� ? 1. V E I 3 r it 03 1 Pl • 1 40 j k 0 is f 20 1 ' effluent pump i illgal 4 i a ' 1 10'of head ;' I s I t PI#P3 � PEF3311 s 1 .. 0 110 gpm I 20 30 40 50 60 70 80 90 Net Discharge,gpm NDW-PC-PEF-1 Rev.5.0,©9/04 Page 1 of 1 Page 6 of 8; Ryan, Mike; Design Manual for Glendon® Parcel#961 803 210 BioFilter Systems in Washington Model M31 Sizing for "Fred Hill"Style Basinslo Slopes 5<20% The calculations presented herein apply only under the following conditions for the slopes listed: • Basin width and length is 6'by 10'with a Glendon BioFilter Model M31 hydraulic capacity of 120 GPD. • Soil load rates are those currently approved by the Washington Department of Health." • Note that adjacent basins along the contour may not be set closer than the spacing required to accommodate dimension D to provide for installation of all absorption areas if required. Any deviation from these conditions renders these calculations invalid. 5' \Basin 6' ✓ \./ \\/ \./ `5 P it aryl 20' 100%Primary Cross Section through Basin Perpendicular to Slope 17.5 Down Slope USDA Type Soil 1&2 3 4 5 6 Dimension Soil Load Rate Gal./Ft2/Day 1.2 0.8 0.6 0.40 0.2 50%o Abs. Area 50 75 100 NA 100% Abs.Area 100 150 200 300 600 Primary Length 14 15 17 20 Note 11 A 50% Abs. Width 6.5 8 8.5 B 100% Abs. Width 10 13 14.5 17.5 C Reserve Length 16 17 19 D Reserve Width 15 20.5 23.5 ® E '°Area is in square feet. Width and length are in feet. Minimum Installation Size includes nominal 5'width of cover sand upslope of basin. " See Page 21 for Type 6 Soil pattern for a 360 GPD system. Page 20 of 21 Copyright Glendon BioFilter Technologies,Inc.2003. All rights reserved. WA Design Mani 122003.doc Page 7 of 8; Ryan, Mike; Parcel#961803210 Design Manual for Glendon® BioFilter Systems in Washington Downslope Feature or Vertical Separation(See 2.4.1 and 2.4.2) Object 12"-<18" 18"-<30" 30+ Property&Easement lines 30 Feet 5 Feet 5 Feet Building Foundations 30 Feet 10 Feet 10 Feet Mounds 30 Feet 10 Feet 10 Feet Glendon Basins 30 Feet' 10 Feet 10 Feet Interceptor/Curtain 30 Feet 30 Feet 30 Feet Drains/Drainage Ditches Other objects that impede 30 Feet 10 Feet 10 Feet the movement of water through the soil ' As measured from the downslope edge of the full absorption area(and the full replacement area,if the replacement area i concentric with the initial area)of the upper unit to the upslope wall of the lower basin. Figure 5—Minimum Setbacks from Downslope Feature i `ar i.s.. F k Figure 6—Typical Glendon®Model M31 System Layout Multiple unit systems should be designed to facilitate dispersing the treated effluent over a broad area. For example,two rows(lines)of three basins each oriented on the contours is better than"stacking"three rows (lines)of three basins each oriented on the contours(each basin normally has its long side perpendicular to the direction of the slope). When the site characteristics require"stacking"the primary units should be laid out in a checkerboard(alternating)fashion rather than selecting units immediately down gradient. Page 8 of 21 Copyright Glendon BioFilter Technologies,Inc.2003. All rights reserved. W Design Manl 122003.doc Page 8 of 8; Ryan,Mike; Parcel#961 803 210 Design Manual for Glendon® BioFilter Systems in Washington Construction Notes,and Disclaimers The following construction notes and disclaimers are binding upon the septic designer,the installer,and the owner or grantor of the property on which the septic design is accomplished.No substitutions can be made without the designer's approval. The construction notes assume that the designer is not a licensed surveyor. 1.This site map does not represent a survey nor does it purport to show all easements or encroachments,if any. If easements are not shown,it is the responsibility of the owner and the owner's liability. 2.The location of this drainfield is based on the owner or the owner's agent locating property lines and corners.If those boundaries are not accurate,the designer is not liable for mistakes in location of primary or reserve drainfields on the design.Easements not shown on design or on the plat map included with the design are the sole responsibility of the owner.However,the designer must make a good faith effort to accurately locate drainfield areas according to these instructions and, as circumstances permit,the preferences of the owner. 3.All surface water must be diverted away from drainfield area.Insure that final grading of drainfield area directs water away from the drainfield. 4.Prepare the site and install the units during dry conditions so equipment does not damage the structure of the soil in the absorption area. Use of tracked machinery is strongly recommended on Glendon®sites. 5.This system is not designed for use with a garbage disposal installed in the building(s)served. Use of a garbage disposal in a Glendon®system will require a larger than normal septic tank and additional expense in pumping fees due to the markedly increased quantity of solids in the septic tank. 6.The property owner is responsible to fill soil logs after final approval of the design. 7.No burning on drainfield area. 8.No vehicular traffic on drainfield area allowed. 9.This system requires a proper degree of maintenance by a Glendon®licensed technician.Certification, design and installation does not necessarily guarantee trouble-free operation. 10.No septic additives are to be used. 11.The property owner is responsible for damage done by landscapers. 12.Curtain drains may be required at time of installation even though not shown on design. 13.The owner/grantor acknowledges having read the above construction notes and disclaimers and agrees to abide by the content. Code of Good Practice for Glendon®Designers: 1.When considering locations for Glendon®units,try to locate them so they are not too noticeable. 2. Staking out the Glendon®is a good practice so the Health Department can see the actual location,and the installer knows exactly where they are to be installed. 3.It is important to see where surface runoff from the adjoining property may be coming,and,if necessary, install a curtain drain to protect the area with the Glendon®units. Avoid installing Glendon®BioFilter units in swales. 4.On tight soils(low permeability),surface runoff can be a major factor, and a swale or berm can be effective to divert surface water from flooding the area. 5.When designing curtain drains at property lines,check for roots for mature trees on the other side of the property which must be avoided. 6.Curtain drains should not be installed against the slope so they become too deep.Also, sometimes you can be in the shallow aquifer. • Copyright Glendon BioFilter Technologies,Inc.2003. All rights reserved. WA Design Mani 122003.doc