Loading...
HomeMy WebLinkAboutSEP2014-00045 Jefferson County Department of Community Development 621 Sheridan St., Port Townsend WA 98368, (360) 379-4450 SEPTIC PERMIT APPLICATION William & Laura Snyder ' t+• PROPERTY OWNER 14V MAILING ADDRESS 351 Sentinel Firs Road •' ' itt Port Hadlock, WA 98339 % ' N++ ••s 51042 •`••.i�+ PHONE ( 360 ) 437-7791 r•• Suzannel Martin •i u tick•= ►+ EXPIRES 2/11H5 SYSTEM DESIGNER Suzanne Martin Designer Phone# (360)554-0224 LEGAL DESCRIPTION: Section 12 Township 29N Range 1W PARCEL# 962 700 045 Subdivision Name Irondale Acre Tracts Division Block Lots 45 Site address/Directions to site To the end of Hays Street; 1 3?� S . f-f ew s �j - b� SOURCE OF SEWAGE/USE TYPE OF WORK WATER SOURCE Residential ✓ New ✓ Tank/s only Private Residential ADU Modification_ — Public ✓ Commercial Expansion_ Community Upgrade, Repair SITE SIZE +/-29858sf SYSTEM TYPE Partial Repair-(tank) (drainfield) Previous Evaluation Conventional Designate RPGPrve Area Yes# SEP07-00181 Alternative ✓ Redesign No SYSTEM DETAILS Number of Gallons/day 240 Soil type 3 (attach soil eval.) Application Rate 0.80 gal./sq.ft./day Drainfield Length 18 ft. Trench Width 15 ft. Trench/Bed Depth qbt in. Septic Tank size 1000 gal. Pump Chamber size 1000 gal. TYPE OF Glendon Biofilter M31; two total 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. 67- ((- (q Property Owner ignature Date /� FOR OFFICE USE ONLY / • 7 PARTIAL t r�I F1 D C D ASBUILT7M-C D FINAL -1/1-1/15-1/15- .E10 APPROV D .'�j - INSP/PUMP TEST �/Zt )5 ti A°4S ' ALL HOLD REDO. MET-1/n/`/ I Date (V/'91/if Fee Rec# ` (c%/(c I Check# ( -1 / Case#SEP / forms\Suz\2008 SPA.DOC JEFFERSON COUNTY PUBLIC HEALTH 615 Sheridan Street •Port Townsend •Washington •98368 www.jefferson countyp ub lichealth.o rg Phone 360-385-9444 i-ax 36U-3/9-448/ ON-SITE SEWAGE DISPOSAL PERMIT PERMIT #: SEP14-00045 Date Received: 04/17/14 Date Issued: 07/25/14 SITE ADDRESS: HAYS ST Date Expires: 07/25/17 PORT HADLOCK, WA 98339 APPLICANT: WILLIAM J SNYDER PHONE: LAURA M SNYDER 351 SENTINEL FIRS RD PORT HADLOCK WA 983399763 LEGAL DESCRIPTION: IRONDALE AC TRACTS LOT 45 PARCEL#: 962700045 Section: 12 Township: 29N Range: 1W DESIGNER: SUZANNE L MARTIN PHONE: 360-554-0224 PO BOX 179 PORT HADLOCK WA 98339 SYSTEM DESCRIPTION: GLENDON BIOFILTER-M31 No. of Gallons per Day: 240 Type of work: NEW Drainfield Trench Septic Tank Length: 18 feet Width: 15 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.: SEP14-00045 1.) 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. 2.) H - AS PER WAC 246-272A AND JEFFERSON COUNTY CODE 8.15 ALL ONSITE SEWAGE SYSTEMS REQUIRE THAT A RESTRICTIVE COVENANT REGARDING THE MONITORING OF THE ONSITE SEPTIC SYSTEM BE RECORDED TO THE PROPERTY TITLE. THE PROPERTY OWNER SHALL ASSURE THAT MONITORING IS PROVIDED BY AN APPROVED ENTITY AT THE FREQUENCY DEFINED PER STATE WAC 246-272A AND JEFFERSON COUNTY CODE 8.15 AS ADOPTED OR AMENDED. A COPY OF THE RECORDED OPERATIONS AND MONITORING AGREEMENT IS REQUIRED PRIOR TO FINAL APPROVAL OF THE SEWAGE DISPOSAL PERMIT 3.) Health Dept. required to observe pressure test with system designer when system fully installed/complete, 48 hours notice to be provided for scheduling. 4.) Designer must be contacted prior to start of construction and for inspections during installation. DESIGNER IS REQUIRED TO DO A PRECOVER INSPECTION ON ALL TYPES OF SYSTEMS. 5.) Notification of the start of construction shall be faxed or emailed to Jefferson County Public Health ONE WORKING DAY prior to start. 6.) H -An asbuilt drawing and certification of completion by the designer is required prior to final approval. 7.) 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. 8.) Dry season installation required. 9.) Divert all sources of drainage, including roof drains away from septic tank and drainfield area. 10.) Approval/issuance of a sewage disposal permit does not guarantee the approval of other development or a building permit on this site. Compliance with other Jefferson County and Washington State Codes is required. 11.) All construction and development activities must comply with all permit conditions, Washington State and Jefferson County Codes and Recommended Standards and Guidance documents in effect when the permit is issued. 12.) Approval of this sewage disposal permit does not preclude the permit holder from complying with the Unified Development Code for other/future development on the site. 13.) The project shall adhere to the Best Management Practices (BMPs) to control stormwater, erosion and sediment during construction. BMPs shall address permanent measures to stabilize soil exposed during construction, and in the design and operation of stormwater and drainage control systems. 14.) This parcel is within a no shooting area per JCC 8.50. SEP14-00045 Page 2 of 2 \\tidemark\data\forms\F_SEP_Permitmod.rpt 7/25/2014 • • Ni JEFFERSON COUNTY PUBLIC HEALTH, 615 SHERIDAN, PORT TOWNSEND WA 988 ASBUILT INSPECTION REPORT For RECORD DRAWING, Designer Suzanne Martin Permit # SEP 14-00045 c-?„, Installer Shold Excavating (Evan Neville) Parcel # 962 700 045 Electrician Cascade Electric Design Flow 240 gpd peak Property Owner William & Laura Snyder Site Address 133 So Hays Street-Port Hadlock, WA 98339 Answer all questions or indicate NA DATE Tanks, Pumps and Controls INSP. Tank (manufacturer, size, baffles) Cotton, risers, baffles &tuftite outlet filter installed 6/23/15 Pump chamber (manufacturer, size) Cotton, risers installed, 22 gal/inch 6/23/15 Screen(s)and/or Pump Shroud (type, location) shroud in pump chamber 6/23/15 Were Tanks tested onsite for water tightness? ED/ No Panel Model Infiltrator Timer Model Aquaworx IPC 6/23/15 Pump 1 — Man./Model Flow Rate n/a qpm 6/23/15 Pump Location (i.e. garage, treatment unit, basement) in pump chamber Float/transducer settings Inches Timer from bottom of tank- On/off - 23.4 in. Functions: On 0:08 •min Veto - 31 9 in Off - 8:42 sechr Alarm - 31.7 in. Veto On - 0:08 se min Storage Above High Water Alarm 400 gal. Veto Off - 6:31 sec in hr Dose Counter Reading Odose/29vdose # gallons/dose per gbt gal. Elap. Time Meter Reading 00:08:50 min hrs Pump Throttled? Yes No Dose Drawdown (in inches) n/a in 106 events; ZB-05; ID=05-08-2013 Pump 2 — Man./Model n/a Flow Rate qpm 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 If additional pumps- complete the info in this table Dose Drawdown (in inches) in. for each and attach. Other Timer functions & settings (e.g. override on/off) ZB-05;Autoclear 22 dose; ID=05-08-2013 H:1 WEB\ONSITE\Asbuilt_Report_Form.doc 04/28/10page I 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 6/23/15 Orifice size n/a Lateral Size/schd n/a Barrier Material jute Cover Material/Depth 0 6/23/15 Residual Head (lat.# & ft. Head) pods balanced The laterals/pods were balanced Ye / 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 21 ft Width 16 ft Depth n/a 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 Tanks were tested on site for water tightness above the inlet/outlet .1.) bentonite has been placed around risers, inlets and outlets 2.) Laura told me the restrictive covenant is being completed .8.) System was installed during dry season Health Department Inspection issues resolved Yes / No / NA If yes how? Users Manual Provided to Homeowner mailed Date 16July15 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 T}fE INFORMATION PROVIDED ABOVE WAS VERIFIED 'BY INSPECTION, THE SYSTEM WAS INSTALLED AS DESIGNED AND APPROVED by JEFFERSON COUNTY (DATE) OR T}fAT CHANGES HAVE 'BEEN NOTED AND TUE SYSTEM Is IN COMPLIANCE win( WAC 246-272. l�/ L.{ f 14 July 2015 5100342 ( ►' � aly if 1 Designer Signature Date License # 2 :m► i, Suzanne L Martin-•:i 11 "L'ic�NS�613�"i NE'R"` 11 EXPIRES viva H:\WEB\ONSITE\Asbuilt_Report_Form.doc 04/28/10page 2 of 2 7 N ` r+ i o, 'CI - '-- - . = d o CND = CD CD • '7 N X S O, -7 _. 0 _ .-f n 1 CD = �= a, N CD FF co N O co am c- o _a N OQ = -, Ch < I c- n 0 ■•• n ('D - / •OSZT M .I N' I. �. . + A .. s•4.4 1i14..!. 11,.■ • ''AM, : • ai!i•!ii"!.A.,,,!aq!"'!......,.►!:! '�5►�i \ looll.;.:•,, ).• / 110-4) .,111/41• ___-/ c• CD * *4' \ N *ø, s* O ..1 O �\ I N ' —,O. n y.� m,0 ♦ CD O4 N -7 �.• rr ar.. _ -0-"="/„,........„„ �Q = H- fl y pay°�' y+ "." ."_. _ a, S — �� N P' \ t�`rrr.• r • ' "�•� . . Ir "r4 " y'4 1 ►; ! R�: !*I :�!t ,•• . �+ � : A -+ n =a, - rn CD= :1 • _ _ V n, n _ X '+ oQ o I ca C> ; c' a CD f bi i° 0. L. 3 0 = .�o X x g . CD 0, a, C� -,a, 3 a, • __•° _. 0 d CD 0. n , a=. a) = rn = o, a, CD • OQ n = 7 04 CD 7 N CD <-0,-- * a, a, co • CD a N CAD L • N '-+ 0 • �Q V . ci 8 • I I I I I U cD oa -^ -, --i p n 0 CO (f) Cl) -n -1 c7 A CD a, a, c- CD ' CD -' -' CD < -< O N co CD C - 0 (, -• ci., Cb CD 7 v) co GI co O X _' C c- -• (n - -. o CD O O,-,• CD C+ •• O C CD A n C Co cn O = OQ O =3 3 ii ii n N a N - a, CD N r+ n- 0 3 9 R < CD E oo Ch -. 3 = c N 7 Oo OQ 0 n, -, CD CD 0' 0 N ao a- ', ' 0 a, am CD Q < ,-r CD -) oa - C -. CI, O CD N O Q CD c j c Coca CD N CD CD - (") * cn CD CD -. .-r• CD a, - Oa CD B ' a• N n CD = CD c N = cn CD -< * n n CD N a, a, OQ 0 a, O < =. 0 c Ili CD 0 nCD n * CD .-+ , -1 O Q. 0 CI, = CD -0 O ? _. n0 CD oo O CD O CD d --- n ' m nn = c 3 CD 3 CD Q C � 0 cn CD a a, O -, C7 CD 0 • Q _�'< co O 0 -' OQ = CD <O O * _ 3 = a, .-- = Oo .o cn O a, -1 0 CD CD N = a a, a N n Q _. O = nO -7 a, ,- O CD O C- .-+ a, CD 3 3 CD m CD d 0 = a, O O -,o 2 + (17 3 CD Cr)a • a, a, 0 O 2 Cu _ n cl v 2 CD Oa a C -, a, CD a, Z7 o -I N CD 0 0 a, Oct • N O n a, O O -I n`- O 7- °. , r r 06 0) CO 0 �p < Q = o y O rn 0,� y y v= N ra C7 - a o + X . ��„ — -<N CD crl O . 1 i ti i`r•`f}'��1 71 1 C)L L'I 3 n CD OQ •-r -7 QCJ N ,•_� F.H q$.?"T . Cr) d w m m =O Q. r N Cu p0, G -0 co P N Cn a, ,.;o♦ ��1L, .. 3 a• m , u co CD a . - �'° = CD .+0.,t . 4 3 y — C c-CD cN OQ _ o o . V i� - co o A Iv o a O ra G > >c o I f II O luHq ` a, y m y O = 0 a . — CD . CD _I 3• H m -. r , O O 0 - -1S'< d = m m 0 a, a Ln CO OQ m C/3 —1 3 . CD za s '' r_ o CD o O XI g O ac ax CD o 0 C?-0 (co CD CD / I+ ma - O It /t)"°- AN o �� m I+ I+ n' m / •OSZ+ MoIN+ / ♦ AllG 4 I► � I A„ A? ,. +�A 1111 A. (,r / �- Oa k'+ ° 4 m m a • „t0 h .—..,,...,-:‘, „ ,, * CD / / ff 103 Do m v, m ' �.� �� ter. j ,'I/,-•�,jt 3 ° CD ■■ 5 cm .4 4 4 4 4 4 Vim"/,�„PL:.1`�• NR 4, w-' 0 -.3,14St 1‘ m 41 cn - \. .&N AI. - / / = a 1. 14: • r.) \ L/1/ j 0-a° 1 f' . e - . mot " O ' 0 ` ��N 1'p _e_ "„ _. ----\7-D d t0 q I+0 O r 1 • W „„, ,„1 ' r CY� m A^ .✓-'£ 1 , +, ICI)lit CD y � w_ •r°' / 6 ter••'"`• 14, /a 3 r, 4 f i i- +---- CD O. 1-/ 4 Z Ca 0 m �A I , N !a 7 O 00 �, o x 4 . m m a m M o`° m CD O O N 4 cn cn ED 0 cp O ra D (n ID a O) U7 N A N W 0 cD N 13 3 t c, E +n O _ N_ N O fn �i ios ao�rn� me 2, ao•w rva-'O p m ° a °� m [n Z iu O 3 D O m 1 0) =. Cu rf i (.~/{ B g m n o- . _ 7 — fn n1 fn 7 aCD 7. Z QE _ ” oAro �+ „,, M = 4.5.04. 00 D ma y e. El- .-.o Cr 0 N v'cn la m �• m 41 LI n T o &vi p ��• O o m-ma N m o m N a o°3 N a o m o (Q N v. CD 0 c o•'O Nto O0O-, rn y N N• r mmam'� ° 3 - rn ° m.- a•' X S m 0 S. p cn O a 0 n� '0 • • o m o cp N O v m-N m °1.a o 13 ^^p' ° o•a 3 a O O c 3 3' �. O O A n Cn --I.< o.a 3-°-•6 m o-a N°p CO m 6 m a O co c-- N II it 7 m o m Cn m (� M n EJ N `z v7 m a.. n1▪ c N O -0 0 fn (D cD = fD N Qo . 7c cD co N 3 a V 7 o p m e� 03-8 m 0 0 O `< 0 0 0 0 0 a — ii cD 3 te a. O O r...t 3 � � * .N•.a s 0E55 °-(3), N o m0 c, o m o > N y N 3 cr 3 3 N a — ao,< a 0 .. 17 0 ' o m F o == m m • aP 3 � * 7 v ? ° - �� tnj co * w m Z 0 ' ommo • ,003 -0i610 C c• cD O O m O a o 3 cn co a • o .c-O• Ul N N O_ a ED- 0 C, D, m -, o 8_ �. � � � C c N � co • N 3 a c o d �-1 CD 3 3 m CD (D 00 j fn °_ 0 El CO 3 CD C a m „a a o m N a'm m p0' CO O i'n c v-O O a O 0) _0 O 3 m m m o_ �,a. -'_' m a m v N 7 � � 7 N � (-5- � .p ,O•� m 0 7 0 a o W�,o_M 51 f- 05.03 m L 94 o m fD 7 _ m y N N a m n� CO N �O 7 cD O O 7 CI) m ,•, m o-y °'S N o a � 3 0 5. a003. � as c < 0v, m� .< m` - ,z ca a 0 0) 3 - 00 m a 3 O N N : m 5• x 3 g m ti'30 `= m O: cn N. E a o' O 3 =' D) 5 c o o m W 3 c m m cn c co 0 ET < Cr)c CD O O0 N CD 3 a, d 3 5.m' �'o cmi _�' o Qom 0 CD M ✓ - _ �_ m o m 3 m N p O : o o O O n m co N , ° °:y m » m m x -(1' o o �. rn o � °' a3 o 3 3 �a �D C�i m 3 = oo o _.� m' � a�, o ° <o m o <D 0 3 0- CA m m o m1 0 m' 'a < - m 6 o m 0 < cw3 - oov m cn < oa 3 0 = 7,,,' s ), 2 o -i a _. ono 3 - ao = m _ 3 �, d m 0- m m L `": 3 o_ 3 0 Co o 3 - ' ° > m 3o co cr O � am 0 Pe 00 3 (n3 X CD CD m m m A m g 3 ' n m m m m 5.N 22.A m O. 7 A -O CD 3 N N ^d N O ? 3' N - x. <• Q O 3 CD a) w 3 3 N X m o o CD m rn m v, v n > cu a m' ni o O- j 0 0 ,� S v, G3, a -, o. ' 0 a 2 CD p cn 7 N p D CD to 3 - 3 m .. ..< 7 = 2a -, E = _ `C u O c amour, o o m• N' c 5 ‹ 0 = O at � o-0 3 N ? m 3 a m 3 o m p O 00 . m a m -° O a N - o > > c o j oco • m as ate .• v o o O °' cf / D FO m -I o O 00 in _ o o m v Q. ,i9 D m v ,� 7- 0 N N v go co) coC) DgO HA 000 3 „ c i - P ■ �' yN �°'' o � m° �D m o CO aC°o 0 0 6 74 .+ :•• ,. 111 1. N _. m 'a m = G7 ao 0 0 0 cn S?o cn °s° y O m v i `.•W �--'r o ui v o- a a c oc 3- , d 11 O N,.< 3 --,D E c m = cn 6 °° a m 2...<o m m ° Q CD W o n °-' O o N X m oo• 3sc o O `- a - ln � -0m a n n-+ -O7, m a o o 3 c `� a� m m n9 o p y j °' m o 3 - I o- o `� 3 m 0 7-.:m or) 011.1 • ttif jire,t,* 41,1k klk rS ilaYc ,tes' " 1 t . 3.1 I 5 Page 1 of 8; Snyder; parcel#962 700 045 JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT 621 SHERIDAN ST., PORT TOWNSEND ,WA 98368, (360) 379-4450 rt/ SOIL EVALUATION "-a (��y�� PROPERTY OWNER William & Laura Snyder 5 oz Suzanne L Martin + NS 5W i NEW , SYSTEM DESIGNER Suzanne Martin ,�sy„ns LEGAL DESCRIPTION: Section 12 Township 29N Range 1W W Parcel # 962 700 045 Subdivision Name Irondale Acre Tracts Division Block Lot(s) 45 Logged By: Suzanne Martin Site Visit 25 March 2014 Include soil textural characteristics and the depths at which significant changes occur. Be sure to include depth where mottling or impermeable layers occur. SOILLQG..#1<---- SOIL LOG #2 Site has not changed conditions No evidence of clearing or site altering activities were seen on 25 March 2014 Anticipated water table in. Anticipated water table in. Roots to inches Roots to inches Health Dept. Comments Health Dept. Comments SOIL LOG #3 SOIL LOG #4 Anticipated water table in. Anticipated water table in. Roots to inches Roots to inches Health Dept. Comments Health Dept. Comments SOIL LOG #5 SOIL LOG #6 Anticipated water table in. Anticipated water table in. Roots to inches Roots to inches Health Dept. Comments Health Dept. Comments H:\INFOHLTH\SOIL.FRM 1/00 Page 6 of 8; Snyder; Design Manual for Glendon® parcel#962 700 045 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. I SEWAGE DISPpSq 5' APproued f•r DESIGN Basin 6 ■ I?S Uctton .w . 10' �/ Date U U U U \/ ' 0° RC7ra�/ 13' 100% Primary Cross Section through Basin Perpendicular to Slope 15' i Reserve Down Slope — D — USDA Type Soil 1&2 3 4 5 6 Dimension Soil Load Rate Gal./Ft2/Day 1.2 0.8 0.6 0.45 0.2 50% Abs. Area 50 100 134 NA 100% Abs. Area 100 150 200 268 600 Primary Length 14 15 17 19 Note 11 A 50% Abs. Width 6.5 8.5 9.5 B 100% Abs. Width 10 13 14.5 16.5 C Reserve Length 16 17 19 23 D Reserve Width 15 20.5 23.5 25.5 E 10 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 Manl 122003.doc Page 7 of 8; Snyder; parcel#962 700 045 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 1 As measured from the downslope edge of the full absorption area(and the full replacement area,if the replacement area is concentric with the initial area)of the upper unit to the upslope wall of the lower basin. ., Figure 5—Minimum Setbacks from Downslope Feature [4-1'1 El L_ . � ' modulars L-,-!-,1,9 house � 0 ■ 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. Copyright Glendon BioFilter Technologies,Inc.2003. All rights reserved. WA Design Manl 122003.doc ONSITE SEWAGE DISPOSAL sh, SYSTEM DESIGN • 5102 Alt Date 27 March 2014 Suzanne L Martin ExPRES zitns Property Owner William & Laura Snyder System Designer Suzanne Martin Legal Description: Section 12 Township 29N Range 1W Subdivision Name Irondale Acre Tracts Division Block Lot(s) 45 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 0.80 G.P.D./ft. squared (see page 214 of the EPA Design Manual) DRAINFIELD SIZING: Absorption area: 300 square feet (total G.P.D. G.P.D./ft. squared) Trench or bed width 15 feet Trench or bed length 13 lineal feet (sq. ft. 4. trench or bed width) II. APPURTENANCES Septic Tank Size 1000 gallons Pump Requirements (If Necessary) Elevation difference in feet 11 Friction loss 2.5 Pump capacity should be 10 G.P.M. at 15 T.D.H. Number of doses per day per gbt Dosing volume per gbt gallons Pump chamber size 1000 gallons H:\hc me\pincntr\infohlth\sewdsn III. DRAINFIELD CROSS SECTION • �� o •�i 51042 ':'�#f VI/LILW Suzanne L Martin 'y f� 'L'iCt g15V 1 NEk'..v,, ExaaES veins a- Dry;.. Rock. NATIVE SOIL A E � 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 180 inches NOTES: ATTACH DETAILED DESIGN OF SYSTEM Effluent Pumps 73 Oeenco Systems® Incorporated 1-800-348-9843 100 • • Effluent Pumps 90 PEF150 PEF, PKP Series 1/3 hpto1-1/2hp BO PEF 1001 70 -csoz = 50 PEF 50 ® 40 Tcs' 30 111111■Allikil66.-F11111111111111,111111611111 914 20 10 '41 '41 • • • • • PKP350 PEF3311 � t 0 10 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 4 of 8;Snyder; Tank Cross Section - Not To Scale parcel#962 700 045 (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 1 ACCESS RISER j 1 I FINISH GRADE Nom L,_— - —.11/ - \ 7 4 h'� / ..—Li — I — • TO PUMP ( I®�® CHAMBER FROM SEWAGE SOURCE FLOATING MAT APPROVED EFFLUENT FILTER SEDIMENTS Max.3/16"filter installed ---------------- SEPTIC TANK (TYPICAL) SECURED LID WITH GAS TIGHT SEAL THREADED UNION ACCESS RISER SERVICE * FINISH GRADE VALVE _r_r ;—TIT-I- [i FROM SEPTIC 1m4 1 I■ NUI — .TO DRAINFIELD TANK — Min_180_Gallon 11 EMERGENCY STORAGE ANTI SIPHON VALVE * HIGH WATER ALARM LEVEL —� f Aquaworx Transducer NORMAL TIMER OFF LEVEL WORKING VOLUME Assembly ENCLOSED PUMP SEDIMENT SHROUD' CHECK VALVE " 18 i SEDIMENTS SUBMERSIBLE �1 CENTRIFUGAL PUMP PUMP CHAMBER (TYPICAL) *AS NEEDED 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. Extreme Cold Weather Climates Excluded Application of Glendon®BioFilter Models M3 and M31 is limited to areas with climates exhibiting an annual accumulation of 6000 heating degree days or less. Glendon®BioFilter Technologies has research sites in planning that will extend this range of applicability. Designers who wish to use Glendon®BioFilter systems in areas colder than 6000 heating degree days should contact Glendon®to discuss their specific Page 2 of 21 Copyright Glendon BioFilter Technologies,Inc.2003. All rights reserved. WA Design Manl 122003.doc