Loading...
HomeMy WebLinkAboutSEP2013-00128 Cr Jefferson County Department of Community Development ,ar ' � ' ' 621 Sheridan St,Port Townsend VIA 98368,(360)379-445{} ��f , it4,:=,ei Zvi SEPTIC PERMIT APPLICATION `, . r� PROPERTY OWNER t i AR e ) A I-1 e-Rik mizi- f p 44 B: ' MALNG ADDRESS ?� . \ : f r ,, 'c- ' ti lark PHONE ( 366 ) 3 e 5 - -r i g f, S Y S T E M D E S I G N E R -R ICS G O X511 0. Designer Plow# 3 60-301-0_3a4 LEGAL DESCRIPTI0K Serer 14 Township Ati tU Range l u) PARCEL# q 0 1 141. 017 Subcfivtion Name Division Block Logs) to site 8 cl ,0. : ".. A : . lr MA ' cfg 1 srte SOURCE OF SEWAGE/USE TYPE qF,INORK WATER SOURCE Residential -New 1c Tank/s only X pie Residential ADU _ Public Commercial X Expansion - Community , Upgrade Repair SITE SIZE 4-3161141 SafT. SYSTEM TYPE Partial Repair-(tank) (drainfield) Previous Evaluation Conventional Designate Reserve Area Yes#SEP 13- »s Alternative Redesign $ No SYSTEM DETAILS Number of Gallons/day Soil type (attach sod eval) Application Rate ctal lsq-it./cry Drairtfield Length ft. Trench Width ft- Trench/tied 6 X�tM�„�L� � ,. I Tank size gal. Pump Chamber e, 160 gal_ n Loci "...f•”' TYPE of system oui9± Sal$1-co 7 G?rb4 pampf. SEPo 7 a4 By signing the application form,the apilicaticoner 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 downer with respect to this . packet may refit in this permit being nub and vim. I further agree to save, indemnify mid 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 gating 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 applicatim review_and any required atex iinspecticxns. Stairs access and remit of entry veil be assumed unless the applicant informs the County in writing at the time of the valication that he or she rewires pry notice. Inspections shall occur during regular business hours. Initial here if you require rwiffication before entry Appeal—A person aggieved of a deciskin 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 l. /�n you will later obtain permission to build a permanent residence or other structure on this pare: 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 e\ 1 1.I �PARTIAL ASBUILT tt S 1'1 FINAL 111519 cr -6 I do �. INSP/PtIM P TEST L zJ. PUD ll tif6 tk<v:.747 ''' ',... ALL HOLD REQ.MET - dO Date /Zjii/111 Fee /2� Rec# 1 y�L 120 Check# e c -7'( Case t3 — 12l . ,;; H:\WEB\PDFS\Septic\eepticJ*rmitapp 2008.DOC L JEFFERSON COUNTY PUBLIC HEALTH 615 Sheridan Street•Port Townsend•Washington •98368 www.jefferson countyp ub lichealth.o rg I'hone 3b0-3ob-9444 i-ax 31:W-:3/9-44d I ON-SITE SEWAGE DISPOSAL PERMIT PERMIT#: SEP13-00128 Date Received: 11/12/13 Date Issued: 12/16/13 SITE ADDRESS: 8972 BEAVER VALLEY RD CHIMACUM, WA 98325 Date Expires: 12/16/16 APPLICANT: MARCIA A HERRMANN PHONE: 360-379-1686 854 HASTINGS AVE PORT TOWNSEND WA 983686108 LEGAL DESCRIPTION: S14 T29 R1W TAX 60 PARCEL#: 901141017 Section: 14 Township: 29N Range: 01 W DESIGNER: BERNT ERICSEN PHONE: 360-301-0324 293 PINECREST DRIVE PORT TOWNSEND WA 98368 SYSTEM DESCRIPTION: PUMP CHAM TO INDIV SYS No. of Gallons per Day: Type of work: MOD Drainfield Trench Septic Tank Length: feet Width: feet Depth: inches Size: 160 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 Environ '-ntal 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.: SEP13-00128 1.) H -This permit includes the installation of a commercial under the sink grease trap in the main cafe kitchen. Installation is required prior to final approval of this permit. 2.) Approval of this permit does not assure the existing septic system has capacity for all uses allowed by current code. 3.) Waste Strength (BOD, TSS, Grease and oils) is to be monitored quarterly for the first year of operation and annually thereafter. Responsibility is that of the owner. Results are to be submitted to the Jefferson County Health Dept. 4.) Exceeding the permitted design flow of 669 gal/day shall constitute a violation of this permit. Water usage monitoring shall be conducted daily for the first two months &weekly thereafter. These monitoring results shall be submitted to the Jefferson County Health Dept. no less than quarterly. 5.) Health Dept.required to observe pressure test with system designer when system fully installed/complete, 48 hours notice to be provided for scheduling. 6.) WAC 246-272A REQUIRES ANNUAL MONITORING OF THE ONSITE SEWAGE SYSTEM WHEN IT IS SERVING A FOOD SERVICE ESTABLISHMENT. 7.) 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. 8.) Notification of the start of construction shall be faxed or emailed to Jefferson County Public Health ONE WORKING DAY prior to start. 9.) H -An asbuilt drawing and certification of completion by the designer is required prior to final approval. 10.) 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. 11.) 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. 12.) This onsite sewage system is designed for domestic strength wastewater only. Disposal of any other waste strength is considered a violation of this permit. 13.) 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. 14.) 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. 15.) This approval is valid only with a connection to an approved public water supply. SEP13-00128 Page 2 of 2 \\tidemark\data\forms\F_SEP_Permitmod.rpt 12/16/2013 zZ JEFFERSON COUNTY PUBLIC HEALTH. 615 SHERIDAN, PORT TOWNSEND WA 88368. ASBUILT INSPECTION REPORT For RECORD DRAWING a Designer EN f C S E N b E S J E,N Permit* SEP 1,3 — 12 ? '71= installer 'RICSEN EX (Toter k1Li-tAtt) Parcel 610 14-1.0 17 Electrician • Q W n e-r l J f��S f ee Zi/t x1') Design Flow 6/.6 q PE kti Property owner M AR rI A Fl ER ii A N • Site Address Sctl g- PZ)E A V ER \14 u_E.Y Rb. CA-H I M A CU M WA. 618'3,15 Answer as questions or indicate NA DATE Tanks. Pumps and Controls INSP. Tank (manufacturer,size, baffles) _ p Pump chamber(manufacturer, size) ®RE N(I 17?)? 30 64 Screen(s)and/or Pump Shroud (type, location) O X# teA-- -b4.4 Fe-i i I fa- 6%e AA k ( 013c.N co FT i I' 04. 1g - Were Tanks tested onsite for water tightness? Yes/61) Panel Model TA Kf A CFRT L' z Timer Model -DE M A N Pump 1 - Man./Model ZOEL .ER BN l Flow Rate 55" coin Pump Location(i.e. garage, treatment unit, basement) ?QM? BAS 114 Float/transducer settings Inches Timer from bottom of tank- On/off- 15 t aff in. Functions: On N/A sec/min Veto- in. Off ' sec/min/hr Alarm - c.25j in Veto On- " sec/min Storage Above High Water Alarm g L gal. Veto Off- °' sec/min/ht Dose Counter Reading AIA • #gallons/dose 33 gal. Elap. Time Meter Reading " min/hrs _Pump Throttled? Yes/ Dose Drawdown nn iris) I I in. Pump 2— Man./Model (Jl1' 5oo5 i i Flow Rate 41) corn Pump Location(i.e.garage, treatment unit, basement) Pi)MP TA N K TO blA IN F I EL Float/transducer settings inches Timer from bottom of tank- On/off 4.6 % in. Functions: On I d 00 S Veto- 7 in. Off- sec/mire Alarm - 4/1 7 in. Veto On- I: 3 -see/min/ ex;, (4 t 6A L-) Storage Above High Water Alarm 3V4 gal Veto Off- sec/mi Dose Counter Reading 1 14 3 3 4 #gallons/dose () gal. Bap. Time Meter Reading yt 3j°( , : 17 min/hrs Pump Throttled? Yes/No Dose Drawdowm (+n inches) I . attach.. the lad in this table Other Timer functions&settings(e.g. override on/off) rh I,5 l START= I t AUTO CA EAR= DOSES H:tWEBtONStTEIAsbuiit_Report Form.doc 04/28/10page I of 2 Pre-Treatment Date!also Sandfilter basin high water alarm shuts down pump to Sandfilter Yes I No Sandfilter Basin size/location Sand Fill met design spec? Yes/No ATU (manufacturer., model) Alarm tested Yes t No Disinfection Unit(manufacturer,type, model) (' independent Alarm Yes 1 No Drainfleld S i. S EP 07- 2r:' Transport Pipe size, schd, diameter Manifold sizeschd Orifice size Lateral Size/schd Barrier Material Cover.Material/Depth, Residual Head (lat.#&ft. Head) The laterals/pods were balanced Yes / No Source/Manufacturer of DrainrocklGravelless chambers Drainrock Clean? Yes/ No If ne what action talseti? r , Mound/Glendon Site Prep Drainfield Length ft Width ft Depth inches Caps for measuring residual head stored(location) COMMENTS (inspection notes, changes from design or deficiencies in installation) Attach additional sheet(s) if necessary Health Department Inspection issues resolved Yes f No/ NA If yes how? Users Manual Provided to Homeowner Date Tank/component Decommissioning Report Attached Yes/ No Installer Certification attached//signed,. Yes/ No ATTACH RECORD DRAWING stamped/signed by Designer or Licensed Professional Engineer I CERTIFY ME INFORMATION PROVIDED ABOVE WAS VERIUtV BY INSPECTION, Tiff SYSTEM WAS INSTALLED AS DESIONEV AND APPROVED by JErrfRSON COUNTY tot—I4.—i3 (DATE) OR TftAT CffAN ES i<fAVE BEEN NOTED AN'D it SYSTEM IN COMPLIANCE WITff WAC 296.272_ TA..... .I ,A • -1 5IQ0a5q Designer Signature Date License H:%WE81ONSITBAsbuilt Report Fomn.doC 04/28/1%iage 2 of 2 'TV\is t 1+ AS"fa,tk&. L pax[ c.c S ep 13 iag ris-fea-ct, hoc m®n-1- W ` - r sa • r�' Contractor shall install a Canplas Endure'Grease Interceptor,Part No. (fill in). v e�o,',��p� �„ �V: I Anaccessiblefl6w control with a2teM gpmwdl also be installed inaccordance /°"�' rt� to manufacturer's instructions.The unit shall be comprised of engineered thermoplastics to withstand ,/,(4_,..,,,,/' Grease Ult r operational temperatures up to 220`f(104°C)and incorporate a lid with the capability of supporting r .ys, 4401bs.(200 Ngs).The unit will be supported by lfyear manufacturer's extended warranty.The grease interceptor shall be certified to the current version of the PD1-G101 standard and where locally appli cable 2 ate, •`' - f to ASME 11712.14.3 or have UPC listing.Contractor shall provide mechanical connectors to connect the r z ��, grease interceptor and make adequate provision for management of food debris and solids. s ff ��'� r��� TANK 3l,TL21%'£v$7:37VS .. GREASE MANAGEMENT e°°°°e Qo°moo°°°° GPMA6s 7/14 080 15/30 20/43 1 25/50 i 15/50 35/70 50/100 e>°oeae.ta°°o°age a°gee B ( °ev°,",°°°°r°a egevog A 745" 14.5" 745 23. 37.0 23.6" 31.0 37.0" ;°"°i,,°°�°a°°°'..I (368mm) (368mm) (368mm) (0 i m) (787mm) 600mm) (787mm) (787mm) A B 17.5' ns" 175' 07." 235' 173' 235 23.0° Providing the gr' ze mend e nen: E (444mm) (444mm) (444mm) ("' m) (597mm) ■-'mm) (597mm) (597mm) •s 2 tt- - - C 3.5" 33" 33" 3." 4" 4.1" sr 5.0" . so t'I(3i [(f) ni. '-'- Jf; and �C (89mm) (89mm) (89mm) (8' m) (102mm) ('7'mm) (127mm) (127mm) �' E �� �� D 12.8 72.8 72.8" 12'" 7 2.2 72.5" 18.5° )('''c"r tit:.. ;r 11 D (325mm) (325mm) (325mm) (325 ) (178mm) i Omm) (318mm) (469.9 mm) _xx ,,,;fa-, '�- -_i, I E 16.3" 16.3" 16.3" 163 11° 16.3" 175' 233" - . - (414mm) (414mm) (414mm) (414m (279mm) 414mm) (444mm) (5%.9 mm) v _ - ,a 7.0W CONTROL D1MENSR:305 MR 5TfAREDiME14S)0Y0S .OW CONTROL AIR INTAI(ETEE f._ ,� ,f� .i �w. 4414 lab a . Connection '<C>) s- - Q ' /Fan NpeSke(SPNem weld) 2"hxh 3'hxh 4'hxh 3"spgxh 3"spgxh 4°spgxh T • 0 2.91 267' 319" v <. C y 176.2 ) (18mm1 (15m) (73.9mm �,..,, B 3.84' 5.93' 6.8.3' 2.71' S.DI• 539" ,� (973mm) 4151mm) (173.Zmrp) IMARIm) .1101•9mm) (128mm) 66 _., a „f. 41 ,x, * i{ _y C - - - 2.24" 2.D' 2.72 la-A-s) Is -il yy " (56mm) (57.7mm) (69.1nan) N•t .S 0 & .F '* >/, 3"VERSION ILLUSTRATED ,T 1 J , ( 7 - 3 �i 4 05(aA Pet Minute(6PMl 7 70 15 20 2560 4 25 35 50 t a: f p t 1 ,� `+? j' CAPACITY.Pounds 14 20 30 40 90 50 70 100 0 tt.4 1 S 7 7 0x1 '0' `- :k" d• •litreaPemSerond0PS) 0.44 0.63 0.94 126 1.6.. 1.6 _ 2,2 3.2 t F� .'- - t� "°a.-CAPACITY-Kilograms 630 9.07 133 18.1 22.66 22.7 31.8 45.4 ,-f1 - r, •*erageEfideary%605MEA112.431 953% 923% 92.0% 95.4% 97.1% 92.5% 98.6% 939% ''S- 1 D. 44 i 9Y.:. �r •Pmt(umher 39071102 79101132 39151102[ 7920002 397511053 79251102(2'1 797511033')" 3950903171 �� .,,. ��� �� 39251103(3•) 3935994(4') 395080401 - .�J 7 `4. '& r : •ireesetapadrylbs(Kg)annul 31.95(14.491 333(1728) 14.97 08.58) 76.4 134.65) 53.4124221 74(33.6) 1383(6281 •12205.3) 11..4+•4 , _ .. .. •8perauogTempera5mefapaMll6ek 2Y0'F 220'0 220'F 2207 220'F F2p'F 228E 2I0'F �: 4, r�A' 1(0eC). (10(C) (10('0 )104.0 1104'[7. (WO (10f() (1((0 `4'•a$ 7 ` •Surface Load Capadry 440160 440160 4400: 440Ids 440000 440)6s 440151 4401bs „ ,.` - .. �*7 )2006gs) 000 kgs) (200 kgs) OM i.,0) (200 kgs) 1200 kgs) 000 kV 1200 kgs) -',may y- •* ' -Unit WeightCipadry(Eopry3 15.9ths 15.8Ws 35.8100 2300 23.905 230, 4515, 60000 9 ..,� y1' q: ; (737kgs) )7.17kgd 0.17kgs) 10.4igs) (10 Wigs) (184 kgs) 120.44gs1 127.2 kgs) sr ."4 '" _ -- •liquid Capadry 12.96 gal 12.9698 12.96gal 27.6 gal 18.9ga1 21.60a1 39.4 gal 52.0 gal "saw. 493611 (49.0611 (49.061) (81.811 (72341) (81 81) 1149.11) (197 l) - "•.I.,..''; •Connection site(mechanical r 2" 2' 2' r 213923602) 3'13935803) 3139508031 _313925603) 413935804) 413950804) Max capacity based on test data at ASME 0112.143 Breakdown."At early suspension of test .. .. .. .. .. Canplas Industries Ltd. Canplas LLC , - - P.O.Box 1800,500 Veterans Drive 11402 East 53rd Ave. - - Barrie,Ontario,Canada L4M 4V3 Suite 200,Denver,CO,U.S.A.80239 s � Tel:(705)726-3361 Tel:(303)373-1918 Toll Free:1-800-461-5300 Toll Free:1-888-461-5307 an OAlinxis"v v .` I Fax(705)726-2186 Fax:(303)373-1923 ���x4 - s,; • . ft- . _.,, r. in ,es''s immmanteassmatimatwom ba.e • c1 4==)04iak.1... RESERVE AREA FOR NW NANIFOLANNiate °R ° w y » 4. ,�_..__ SEP19-►28 4. ♦414, �t04R. ANPA� rya RRBk''°", WOO OA4 PAP TANK .. 10., ,. ~ 'MICA / • OWN. 1N �'M tOhi0 PVC\ `` r }� /14..**.%*� ,,. ..-.. ferWILI" t % , tN\f,\, ...1.1 44-v.v,,t,)4# / ASIA ' 4".4>.'. . l END MOPS M •` 4t. ---""` '..;... ' � 1 et .,.. . * r.-,..-4. Am /4:4014,10p/e A.. aitokommia- ..41,J, ittt.,„ i .100 th 414' .,„,,,,,.............- Aio ii, 4._ .. ..... / 4 of.? '7 .11/ '%*S■ 's. : ' %% / n . (f� , v�c�+� -, ,0%;)„,QR+± 1 e C-014 D'ea .th viL) f `'�, '",. ,� / r ' ,' ,4i Se t 3-1 a$ 1K- kek "~ 0 G1 %%1;4'. 0 a1" 30" 0. BERNr PAUL RicSEN*.. IA- 5e 07- oZ 4 I Weepy,- 0 ' so y4•.. 0x/11/ • 1-s-/4 aW 1ny ►n black. / , -d cs — '` •r\ ?" 'PA4 02- O f a- Existing Pump ✓ Tank(2000 Gal. ) SEP 07 - 261 0 ,./,, 0 0 J '�( K 6' 39.o f?p <,-. ', Existing(2000 Gal. ) 7 S'eL, Recirculation Tank H Measurements: AtoC=5'6" BtoC=20' AtoD=7'6" BtoD=21'6" AtoE=9'9" BtoE=23' AtoF= 13' BtoF=26'6" c? °o A to H=87' BtoH= 102'6" 0 orn AtoJ= 110' BtoJ= 130' AtoK= 110' BtoK= 132' -3[ New Pump Basin and Transport Line to Existing Recirc. Tank(SEP 13-128) • F Existing 1000 Gal. 3' 2 Compartment E --.-o 0 20' Septic Tank(SEP 81 -107) 0.-D • I NNE _ ° C A (FILE NAME ■ Marcia Herrman.TRV Ex. Deck `B SCALE DATE DRAWN BY 1 20 Ft/In 1-7-2014 BERNT ERICSEN / JOB REVISION SHEET Ex. Building `901141017 1/1 1/1 / "New Food This map drawn with TRAVERSE PC,Software Service" Mel .0. �i e veil 4 ' iI, 1 as , ,�, . . ,, (SR 19 %•. !i ,0 'LICtI tb bE KNt.`:1- n= 11f i-'8-i4 ,"' tNS TALL- kIEW r4" ASTM 303y- VRtri E)(tS• 1Ne SEPT".- TAR 4C TO NE 'PUtW VAULT E NEW 0 1-.rf 504 4-o i•R H N 'PO R i (_s N" `f[3 (N LET ET a REC., ReULATIi∎I TANK . SEE DETAIL- .PA S MAN OLD CONTROL RESERVE AREA FOR THIS ' YAM mot ORAINFiELO HAS BEEN INCLUDED .� .. !. IN 1110 NEW SYSTEM DESIGN -- _ -`...r.. .. .. ... `y1, _. ! E003,aESV gREJ SIMO DRAErFEE D r`` E?6SINO SEPIC C� e 007T TANK rO REMAIN A. COK PART L $T 0 RES r- _ _ L V. iD REMAIN ..� //////�j `'�► ♦ _.,,`_AREA ZOO aAL.PUMP TANK ___- „ V �,�1` -.I, _.r RESt,AREJ ---_ • / / Q •- 8'NIN. '` �' ,,' FOUR PRESSURIZED 1/"'` `�., LEVEL fJ(/ I / (L r0 :HAWSER 1 AREA / J✓ `• 4., �` I / 4 i Q END SWEEPS& N. ��'% / .%'' P ../,! -�.. t11 CLEAN-OUTS IN 0"0 2000 OAR Q ..�_ %;:t7--- '(� '� / (� ROPE VALVE BOXES CULAriGN TANK /� . r. AREA • .,�/".*'. Q • N.`t>-BOX 4 RISER t %♦ / MONO SEPTIC TANK i �` ( J / ABANDCN420 iA / g N.` 'I (9 / SEPTIC TANK `SEPTIC !NtSTALt., DDRMDNT PLO 1. FLA 'N',...- -"'""'"'"...... , ' 4 . ,",. . „ .... ...\.....:.__ 1 ssg. .• ' 41,PVC CLEAN-CUT AT . 4 .... p wo - ,2.1v R cA5t---- 1 ( SANITARY BUILDING \\\ Q . / N 1 �f j t-{ \`RANI 1� /--� CONNECTION •,``�.\ ;' SINK 1 N FAR MS '• Co M ?O NI 6 N T$ 0 ,� / c, E. E TA it./ 12A665 ,,,'' et / - NOT 'Td SC>��-Le Q. I�OS � NG�S ��t1 / Alt / i N R LD r 0,. , ■.C11. ' 5,�st �. `� �I,_ 'BERN" iI %CSEN. ae8 _- ' ;..a 15", ..:c A.• e /,2- -13 ay we,�.a�,10op.®is•►r►w..s t, i 0. ,.; ` 4 Marcia Herrman 901141017 ;+ s� s Calculations " •� Current Septic S stem SEP 07—261 was desi •ed for On Common Grounds(now arms 'eac• r z-14. Cafe)with a (70%of Peak) Water use records indicate that the average daily use from January 2012 thru March 2013 was 211 GPD April 2013 Farms Reach Cafe(which is open for breakfast and lunch)increased to 7 days a week and the average daily use increased to an average of 279 GPD. May 2013 a garden was installed with subsequent watering increasing daily water use from May to October to 649 GPD. Corckro 14•Panel Data ..�, GPD This pealr tby irvaludes test (50-seats x 2 rieeb x 2'tt r rs +4 total of 204 persons.440GPD divided by 204 42.16(WI)per person)(66%of Peak)and a minimum of 240 GPD(36%of Peak)with an average of 348.4 GPD(52%of Peak) Readings from 9/20/13 thru 10/25/13 revealed 217 total doses(40 Gal. )for an average of 241 GPD (36%of Peak) Readings from 10/25/13 thru 11/5/13=62 doses(40 Gal. )for an average of 207 GPD(31 %of Peak) Farms Reach Cafe's kitchen has a double sink used for washing/preparing food,a second double sink for washing and rinsing utensils,a designated hand washing sink,a commercial dishwasher(Auto- Chlor Mod.AS and one uni-sex bathroom. a✓ qC/0 it Z b2adepletParAl2 PeA) Building formerly used as Barber Shop is being converted to food service and would seat a maximum of 20 •-rsons and would be o•- • for breakfast and lunch onl . , t rThe following v enu i ms will be served: Fresh Juice, Smoothies,Toast with vegetables, Salads,Yogurt,Fruit and Soup(which is to be Prepared at Farms Reach Cafe) Former Barber Shop has no stove or dishwasher. The building contains a 3 Basin Sink for washing equipment,a designated hand washing sink, and one uni—sex bathroom. (Food to be served on Paper Plates and Plastic Silverware) Pulp and food waste to be composted. &&1LQew� 11, ci Conclusions Based on actual •el readin . for the busy month of August 2013 (Farms Reach Cafe)the Peak was Additional . ,e for the former Barber Sho• the above calculations would be Peak,for a total o• I anticipate the actual GPD per person from former Barber Shop to be lower as there will be less dish washing because of Paper Plates and Plastic Silverware being used whereas dishes are used and washed at the Farms Reach Cafe.Dosage to Drain field to be 40 Gals. every 2 hrs. (480GPD)with veto set at 55 Gals. every 2 hrs.(660 GPD). I conclude that the current system 's adequate to handle the additional usage if the oils and greases can be reduced to residential waste strength and the proposed monitoring regiment is adhered to. 6 DEC 1 6 2013 Technical Data Sheet ---7-,......, 4Nes 'Pump Basins � � =$9610184° 888.848,9849 4.1 541.959.4449 Applications General Orenco®Pump Basins are designed to house effluent,sewage,or Orenco®Pump Basins are PVC and come in 18-,21-,24-,and grinder pumps in wastewater pumping applications.They are not 30-in.(450-,525-,600-,and 762-mm)diameters. Lids and bases IAPMO listed. are fiberglass;lids are fastened with stainless steel bolts,bases are attached with epoxy. Watertight EPDM grommets seal all piping penetrations.A 4-inch(100-mm)inlet elbow and holes to accommodate splice boxes and discharge piping are located and —.-, r a9 t.r.r ' ope e,..."6d•a 7tr sized to specific need.Optional equipment is available. •"'Iiie"r:1:::,41",74: a 'ir+4.1"i.**.: .1,7-4`. - '` Standard Models i. -° PB1854,PB2154,PB2454,PB3054 ' (Custom basins are available for specific configurations.) l• r ,g? �`� h, �� omen .ture . "° PB r , 1 + + + IDischarge grommet diameter: r —� M, 10=1.00-inch(25-mm) I �:; r •_ ,, 12=1.25-inch(32-mm) ..6. ---- 15=1.50 inch(40-mm) ` 20=2.00-inch(50 mm) gas• i Splice box options: S =1.00-in.(25-mm)grommet installed PZ (for Orenco SB1-SB4 splice boxes) -''' z j L =1.25-in.(32-mm)grommet installed (for Orenco SBS,SB6 splice boxes) q � ,- ` ^ S3=SB3 attached .M V GH GN S4=SB4 attached v"- art6 L5=SB5 attached C L6= SB6 attached , , / .* J • ' G Cleanout vent: i „ �- _ i• Blank=no cleanout } COV =cleanout vent ' Flow inducer: Al: i ' 1r, Bank=no flow inducer , ' Fl =flow inducer d • • 3 Basin height: j; 7A 54=54 inches(1372 mm) r �P`f 60=60 inches(1524 mm) sr'.• 6.14 ”, *,0' 66=66 inches(1676 mm ,� � t B 72=72 inches(1829 mm) .. •�+4': Basin diameter,nominal: • ! , • #' A 18=18 inches(450 mm) r ,s 21=21 inches(525 mm) m Ai 24=24 inches(600 mm) 1�ERNT FA `� Pump basin,side cutaway view(PB30XX shown) 30=30 inches(750 mm) . �M" m basin 1•��a►�f.��R1i++►�awaw11g+,i�1"'a►�r p 37'r.'#. ,,r1 4 Specifications a-; ials of Construction Dimension A,in.(mm) B,in.(mm) Li'uid capacity Ribbed pipe PVC gal./in.(L/mm Lid and base Fiberglass reinforced polyester Model Fastening bolts finless steel PB18XX 18(450) 17.50(445) 1.06(0.16) Grommets EPD PB21XX 21 (525) 20.75(527) 1.46(0.22) PB24XX 24(600) 23.50(597) 1.88(0.28) PB30XX 30(750) 29.50(749) 2.96(0.44) ©2012 Orenco Systems*Inc. NTD-PB-PB-1 Rev.1.0,©08(12 2C)tiolr9-- Page 1 of 1 r b WD Series P°I Certified Grease DOrMOnt \.,& Interceptors (\l'°' 67,p,,,,.... e,-,,,, re NOV I f; ;-:3 SPECIFICATION: Dormont WD Series PDI , ,-3 ' Certified recessed or floor mounted epoxy coated steel grease interceptor with gasketted solid steel cover, hex head center bolt(s), removable baffle assembly, deep seal trap with deanout, no hub connections (standard), and external cast iron flow control fitting. SSP�SA1 DE1G St."A'E D" .truct►On Approved for pate Locking Secured Device Non-slip 1 D x E Cleanout Cover � © � Neoprene _1111 -_ • Gasket _- moo 'HI C i falm, P II =.-,. Air Relief IiIli /_,s� ._Removable MIN �-�" f�StL Baffle F Ml 8 Stoic I Outlet(*) A i Deep Seal Baked Epoxy_a_. Trap 1Q f Fixed Sediment Note: *Optional Threaded Inlet And Outlet Baffle 3/8110) (includes Threaded Flow Control) Air Spac kitercepor Flow Grease A 8 C D E - F Top to Catalog Rafe CanClahr Wet&N GPM Ceti length Height WD-4 4 8 2151) 7-3/4 1197) 3-1/4 183) 161406) 101254) 11 1279) WD-7 7 14 2 151) 8-1/21216) 3-1/2189) 181457) 131330) 121305) WD-10 10 20 2 151} 8-1/2"(216) 3-1/2189) 21-3/41552) 14 1356) 12 1305) WD-15 15 30 2 951) 10-1/2 9267) 3-1/2 189) 22 9559) 15 1381) 14 1356) WD-20 20 40 3 976) 11-1/21292) 3-1/2189) 241610)= 15-3/41400) 15 1381) 1 25 25 50 3974 121305) 44/21114 26.060 le4irs19) _ 164/2141 WD-35 35 70 3 176) 14 9356) 5 1127) 301762) 18 1457) 191483) WD-50 50 100 41102) 16"4406) 5-1/2 1140) 321813) 229559) 21-1/21546) 3 Grease Interceptors DOrmont Dot offers a fed km of grew interceptors for hist&ditn tut coolchajimep skis,pot,pm,& ''' NUE scullery skim and dbshwasha V Dormant offers a vaiety of httercephw a- j ; varr lions Wakes on-floor,recessed sed with&without • extension and recessed with I- ( _ ram I Dormant grease are available with / j ; ' re, I 1 n o-h ub or threaded &the Dormant your source for grease ids. n &Operation 4 • _ Pst9 } � Grease interceptors are designed to prevent WD Series greasy substoces from enter plumling systems,mptic fields and wastewater trainmen Fr-Atimwsi `_ CUM,W fads,whine they are thffiadt to process and = can create a member of en won iital p roblems. ReW CORER. 2, Grease interceptors are commonly specified =1 -- restaurat kitten ail foal a .w, _ _-_ Mal Van prixessing areas to keep chine system free of proms rase acannikhons. .i Grease interceptors work by fi r- I'—; than-water substances,such as fie,inside the ■ I interceptm This is accomplished through the use WD-E Series of a flow restrictor on the inlet side of the intercepts,which slows thcomkg effluent and 1 AS MAKI redirects it through baffling kale the t r NW-\s, this slowing and process airs lighter- fint ce a than-water meskrues to accumitte ha&the interceptor dmve the stoic water lbe. , a Design criteria is chtermthed by plumbing aid — ail f o ll o w s t e set forth by i�•� 1��r •■ 'f the Plimikg&Draw I ute(PM),wlih ■ tests and rates irtaceptors.The accepted'whisky SIMI WE and PDI standard(PDII-G101)is to manta n 90% WD-AH Series sisa separation effidency,up to the rated grease retention amity(i Nn.}. Material &Characteristics Epoxy Coated Steel-Interceptor body standard 11 go.CR steel,with oven cured,acid resistant baked gray epoxy coatnig,aside and out.lid is epoxy coated''A"ski!-primf dnuciter plate steel,wakened,and seam'with Ain head center bolt(s).All stainless strirdess steel construction may be specified for high sanitary applications. Flow Restrictor -WD Seas Interceptors ore supplied with an external cast icon f w restrnor.All other interceptor m dek are dew with a built-in stainless steel flow restrictor pie,located just ink the inlet. 2 o100 A ` X11 k c h k� Marcia Herrman �,�' ', 901141017 v1 '2 aW: e BERNT PA?i R1CSEN.•-. 1S NgED 1 Project Description: 4, 111 Building formerly used as Barber Shop is being converted to food service. ( See Calculations Page for Details ) Existing septic system ( SEP 81 — 107 ) to be connected to SEP 07 —261. Septic Tank: Existing two compartment concrete tank ( 1000 Gal. ) to be used. Install water tight riser to grade over inlet of tank ( existing risers may remain if they are deemed to be water tight. )An outlet baffle filter is required in the septic tank. Use Orenco FTiPW 0418 - W or equivalent, to be approved by Designer. Pump Tank: An Orenco PB 30 54 Pump Basin to be used. Install basin on 6" bed of pea gravel. SIG t � Tip Sf\� Pump S �o Corucadn Zoeller BN 152 or equivalent. Approved for c° q Date Control Panel "Tank Alert" control panel is to be mounted outside, within site of the pump chamber on a post or on a wall of the building. An on/off and high water alarm floats are required. Transport Line Install 2" SCH 40 from pump basin to inlet of existing recirculating tank. Install check valve, union and ball valve in pump basin. Dose This is a demand system. Dosing to drain field to remain the same ( 40 Gal. 12 times per day ) Water Meters A water meter has been installed to new food service building and additional water meter to be installed on line to garden to determine actual usage to each food service building. Monitoring Monthly monitoring of water usage and dosage to Drain Field to be done along with waste strength after 6 months and yearly thereafter. NOV 1 2 PO L3 Grease Trap A Dormant WD— 25 Grease Interceptor is to be installed under sink in kitchen of Farms Reach Cafe in an attempt to reduce 0 and G numbers revealed by Aqua Test analysis done 10/21/2013. The double sink and dishwasher will be plumbed into it. Inspections Contractor to contact designer prior to construction to set up pre-construction meeting, and inspection schedule. General Construction Notes 1. The work described herein consists of construction of an on-site wastewater system. 2. The contractor shall be knowledgeable and experienced in the construction of this type of wastewater system and shall hold a valid certificate from Jefferson County Division of Environmental Health. 3. If during the installation of the system the contractor finds soil conditions that may lead to premature failure of the system, construction shall be terminated immediately and the designer notified. Such soil conditions may include groundwater, fill, clay, highly compacted soil, bedrock or excessively permeable soils. 1. Any inconsistencies, errors, or omissions that, in the opinion of the installer, would compromise the quality of the wastewater system shall be reported to the designer prior to construction. 1. Transport pipe and laterals shall be Schedule 40 PVC, unless otherwise stated in design, solvent welded joints. All fittings shall be Schedule 40. All transport pipe in traffic areas shall be Schedule 40. Backfill in traffic areas shall be pitrun gravel and compacted. All gravity pipe shall conform to ASTM D 3034. All gravity and transport pipe shall be bedded, using native or imported material free of rocks, debris and sharp objects. Double case in traffic areas as described in plans. 2. All exposed soil shall be seeded and mulched prior to the final inspection. Seed shall be spread at an approximate rate of 10 lbs. per 5,000 sq. ft. 3. The installer shall be responsible for constructing the system according to plans and conditions of permit and shall be responsible for its proper operation and function for one year. The owner shall be responsible for operating and maintaining the wastewater system in accordance with WAC 246-272A-15501. 4. Any changes, substitutions, or deviation from these plans shall be approved by the designer and by the Jefferson County Environmental Health Department. 5. The installer shall grade to divert all surface water runoff away from tanks and drainfield/reserve areas. 6. The bottom of the trench or bed may be inspected by the designer prior to placing sand fill or drain rock and shall not exceed +/- 'A" from level. 7. Notify designer 48 hrs. prior to pressure test, after permanent power has been connected to panel and L. and L inspection complete. Any deletions from plans, or necessary adjustments, shall be completed by installer. 8. Setbacks to all known water lines shall be a minimum of 10'. No crossing of water lines with any septic component shall be allowed, except as included in septic design approved by Jefferson County Health Department. 9. Setback from the building foundation wall shall be 10' minimum to drainfield, 5&apos; minimum to tanks and 2&apos; minimum to non-perforated sewer pipes. 10. Setback from property lines, easements lines, and driveways shall be a minimum of 5&apos;, for both drainfield and reserve areas. 11. Water saving appliances, fixtures, and practices are to be used. 12. The septic and pump tanks, drainfield and reserve areas are to be protected from vehicular traffic or mechanical disturbance. 13. The installer is to verify pump requirements at the time of installation. 14. The designer is to provide the " Record Drawing " and letter of certification. 15. This system has been designed in accordance with WAC 246-272 A and the most current Department of Health "Recommended Standards and Guidelines for Pressure Distribution Systems," and has been approved by the Jefferson County Health Department. Nevertheless, negligence or improper action on the part of the users could result in the premature failure or malfunction of the system or its components. • NOV 1 2 2013