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HomeMy WebLinkAboutSEP2007-00216 SEWAGE DISPOSAL PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend WA 98368 (360) 379-4450 (800) 831-2678 PERMIT #: SEP07-00216 Date Received: 06/27/07 SITE ADDRESS: 35 RAINSHADOW DR Date Issued: 07/11/07 PORT TOWNSEND, WA 98368 Date Expires: 07/11/10 APPLICANT: RALPH JORDAN PHONE: 505-293-7467 201 CONCHAS ST NE ALBUQUERQUE NM 871232703 SUBDIVISION: BLOCK: LOT: PARCEL#: 101324015 Section: 32 Township: 31N Range: 01 W DESIGNER: BERNT ERICSEN PHONE: 385-3602 2281 HASTINGS AVE W PORT TOWNSEND WA 98368 DISCLAIMER- This approval is for an on-site sewage system that meets the state and county standards in effect on the date of application. This approval for an on-site sewage system DOES NOT assure you of any other County approvals. For example, it DOES NOT GUARANTEE that you will later obtain permission to build a permanent residence or other structure on this parcel. Any future application will be separately judged by the rules and laws in effect at that time. Permit issued to CONSTRUCT, ALTER, REPAIR OR MODIFY AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM IN JEFFERSON COUNTY, WASHINGTON Thls 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 8.15 amended per ordinance no. 08-0921-00. This permit may not be renewed. / , Jefferson County Envir,, mental Health Specialist The property owner is responsible for the accurate location of all prope y lines.Any removal of or major disturbance of soil in the primary or reserve drainfield area may create site conditions that are unacceptable for the installation of a sewage disposal system.Any change in drainfield or tank location may invalidate this permit unless prior approval is obtained from the Jefferson County Environmental Health Division. If during excavation or development of the site an area of potential archeological significance is uncovered,all activity in the immediate area shall be halted,and the UDC Administrator shall be notified at once. HEALTH DEPARTMENT MUST BE CALLED FOR FINAL INSPECTION. SYSTEM DESCRIPTION: 110-CONVENTIONAL TRENCH No. of Gallons per Day: 240 Type of work: MOD Drainfield Trench Septic Tank Length: 180 feet Width: 3 feet Depth: 18 inches Size: 1,000 gallons SPECIAL CONDITIONS APPLY - SEE REVERSE SEWAGE DISPOSAL PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend WA 98368 (360) 379-4450 (800) 831-2678 PERMIT #: SEP07-00216 Date Received: 06/27/07 SITE ADDRESS: 35 RAINSHADOW DR Date Issued: 07/11/07 PORT TOWNSEND, WA 98368 Date Expires: 07/11/10 APPLICANT: RALPH JORDAN PHONE: 505-293-7467 201 CONCHAS ST NE ALBUQUERQUE NM 871232703 SUBDIVISION: BLOCK: LOT: PARCEL#: 101324015 Section: 32 Township: 31N Range: 01 W DESIGNER: BERNT ERICSEN PHONE: 385-3602 2281 HASTINGS AVE W PORT TOWNSEND WA 98368 DISCLAIMER- This approval is for an on-site sewage system that meets the state and county standards in effect on the date of application. This approval for an on-site sewage system DOES NOT assure you of any other County approvals. For example, it DOES NOT GUARANTEE that you will later obtain permission to build a permanent residence or other structure on this parcel. Any future application will be separately judged by the rules and laws in effect at that time. Permit issued to CONSTRUCT, ALTER, REPAIR OR MODIFY AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM IN JEFFERSON COUNTY, WASHINGTON Thls 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 8.15 amended per ordinance no. 08-0921-00. This permit may not be renewed. / , Jefferson County Envir.nmental Health Specialist The property owner is responsible for the accurate location of all prope ty lines.Any removal of or major disturbance of soil in the primary or reserve drainfield area may create site conditions that are unacceptable for the installation of a sewage disposal system.Any change in drainfield or tank location may invalidate this permit unless prior approval is obtained from the Jefferson County Environmental Health Division. If during excavation or development of the site an area of potential archeological significance is uncovered,all activity in the immediate area shall be halted,and the UDC Administrator shall be notified at once. HEALTH DEPARTMENT MUST BE CALLED FOR FINAL INSPECTION. SYSTEM DESCRIPTION: 110-CONVENTIONAL TRENCH No. of Gallons per Day: 240 Type of work: MOD Drainfield Trench Septic Tank Length: 180 feet Width: 3 feet Depth: 18 inches Size: 1,000 gallons SPECIAL CONDITIONS APPLY - SEE REVERSE CONDITIONS OF APPROVAL- PERMIT NO.: SEP07-00216 1.) Distribution boxes shall be fitted with a riser to grade, constructed of durable materials and a secured lid, adequately sized to allow visible inspection of the liquid level in the box. 2.) The existing lateral that crosses the property line is to be fully abandoned. 3.) H -An asbuilt drawing and certification of completion by the Designer is required prior to final approval. 4.) H - AS PER WAC 246-272 AND JEFFERSON COUNTY CODE 8.15 ALL SYSTEMS REQUIRE MONITORING. THIS SEWAGE DISPOSAL SYSTEM WILL REQUIRE AN ACTIVE MONITORING AGREEMENT RECORDED TO THE PROPERTY TITLE PRIOR TO FINAL APPROVAL OF THE SEWAGE DISPOSAL SYSTEM. 5.) As per Jefferson County Code 8.15 all onsite sewage systems require monitoring. Monitoring shall be provided by an approved entity. THIS SYSTEM IS REQUIRED TO BE INSPECTED PER JEFFERSON COUNTY CODE 8.15 AS ADOPTED OR AMENDED. 6.) Designer must be contacted prior to start of construction and for inspections during installation. 7.) When/if designated reserve area is utilized an alternative system providing an additional level of treatment may be required. 8.) Contact designer prior to installation for staking of drainfield area. 9.) Divert all sources of drainage, including roof drains away from septic tank and drainfield area. 10.) 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. 11.) 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. 12.) 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. 2 of 2 11/22/19 1:\F_SEP_Permit.rpt CONVENTIONAL SYSTEM ASBUILT INSPECTION REPORT INSTALLERJbn To viA lin. -- ,rte,* 'Vicsert E?(, PARCEL# 1 a 13. . 9-0 1,:7- Permit 5Permit Owner .E L/t ot\ .10Y A'Av-t Permit # 5 0 7- A[ (O ABSORPTION AREA: DRAINFIELD TRENCH TRENCH ,, TANK #OF #GALI LENGTH I q© WIDTH 2) DEPTH 2 4-3r) SIZE 1600 BEDRMS Z DAY d 4 6 Tank Shroud/ IF PUMP AND PUMP CHAMBER REQUIRED: Size `—' Screen — Float Arrangement • High water float-distance to top of tank/emergency storage Dose drawdown (#of inches) #Gallons/Dose Timer/Dose Counter info Pump Size/Manufacturer --- I CERTIFY THIS ONSITE SEWAGE SYSTEM WAS INSTALLED AS DESIGNED, PER PLAN APPROVED 7'It- 0 7 A,,, t GA-e_..-% $ I o7 DATE APPROVED INSTALLER SIGNATURE DATE /�� c ra/,,. P,Pc crCvvt 5 ,c Tam —÷(kW �D' box to rtsZr kv iraydb- IV IIx N e�'Y ;� etitsfInc� drzt n I1Ae_ Nuc ®, 2�jt , T ei ro` deti4 CRe 2 east I a box Jefferson County ir(4., Environmental Health s o Na I A --,-- - a 1-3 N 11 a I L %,�I a d 0.ao �1 \6 �.., k.4.) tv Pa/ 14.'‘. " 4,..o, . _ .,, ,, , ,. , s.. , , ,,, 7 1:t / „..... /� zit 4 Si, frier BERNT PAUL ERtCSEN' +•I s/ LICENSED DE IGNER 1-r A 11! Air 8-7-07 . • i.......----- ,,H11\'-w\PA* in.,.. ,::.; �N is. cA a 0 �tV �Ii'l:ivsii- ** •i 1 2.99 FT Na8•3Q5rwi- JO ut if- - ti Pi`s1 1.17_,, 711 i # . •i• RBC (SET) Z N 314E1' , .S20642 RBC FALLS Cf t t50971'28"W 9.0 t�/ 1 FEET FROM NEW a' i, RBCC..� A "CAR ..0 # 4 0 t�O A.C.111000 RBC curie? 3 IN. o SET dr DEPICTED d DIA.PVC DRAIN M:Ai / REMOVED AND NEW ON ROS V: 18. P. 126 0.0 FEET. iPIPE FALLS d �- sn RBC SET ON AGREED i OF A GEED .t''r BOUNDARY ADJACENT. PROP LINE (.1 �`' J v �W O jj611 Of N a O�''i k A 'd- JORDAN A v lu QI 1 N� i 131 z X � IZ N8830'58"W I tZi rn as J6a_09 1 N r• '1# •• y mgr. r - J aPPNIMPt til -7 '9:(44Q ,--Q co ID 1 la _ pehot,....() •, . 4 .6 _ .y 1 QT. ,41 0 1 % it 01 N n pO cnv Z1 t w __I 2 r z o "' 0 1 CENTER S 7/1611 I v 1 ca « 01 COR_ S...32 Q , '� r1/42 I SET 8Y DNRCO 2 CL 1 2di j+u = NOTES REGARDING - \ SURVEY 140NUMEN I I .1 "BASIS OF BEARINGS Lti LS20642 RBC FAL 588'25'26"E 0 I C-1 S5O29'58`W. 4.4.1 1216.34 o (�+ I tt.i FROM REVISE < ,M CORNER POSITION i = 1520642 RBC FAL W.0 TO 13_Qr II 0 S6114'51 E. 7.22 SE 1/16111 166.9.1. FEET FROM PROP. COR. £32 - •- 58825'26T 18000' 1 I SET BY DNR `:Q,, 60' EASEMENT I /_"�+ ...-12:9,99"_ -; 'T . . . f.:: vi .1 occel'sCk lg 11 asst i -E ti ntL.,b bac �, �u� �, 5\t'ei6. 4 �e Geray ,n lac.- -pa 4Ja+c. 4 t+lo a� day _� _ u��uw u1\en Foye -� � n��� �h� ¢�n��carius d �o'o el app a app its • Ic�ca-. �nst�+► h ch ped o�rfil -? �, 01°re�eecs 0 - ko;.u. -0 near 40'x3, d,,d,;�,. . ,.. le" ,f,t miw_ V9rAle. to 540A Se-"- - ii,s1.ter-4 0,a, (-4:54-r to gravel. _4 1t Z I J --i-A j 5 b t ,1,.e_ +c c.©Y1.e.CA" I P. a- ba,r1_ e-viGro&ellrvi¢"- ) 1 I 1 d( 4_,/,t5-Lti,i) cird_in,li'vti, ©I s _� See se, a a t . This Aro._ 1,L4a li , P A CA-nano-€ - 4-,4 ' QS dots !, , _ _'�. N (ta-E meet c r rtr-E Cmc -aro-o Ci s{ew, . > -,A r — Y Cin ver . x fi - w Contact designer + prior to construction .641- .01A.v, '�14 4 "rtfi-:.A I ' "4:4 , .., .. . . .,. 6,.) a ; 1 , 'BERNT ,AoEsRICSEN // SEWAGE DISPOS L DESIGN ip � / I for,onstr-ctIon G-2.7-.9 7 a to 5('4 A . Owner: 'Kalh r • � p . Parcel# io 1 302 q. p i5 Designed by: EV(CS -S Ste[. j = .o ` JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT 621 SHERIDAN ST., PORT TOWNSEND ,WA 98368, (360) 379-4450 - . SOIL EVALUATION PROPERTY OWNER Rik_ 'Oir 42 ,-. SYSTEM DESIGNER E1'LC-SZ47 1,30 LEGAL DESCRIPTION: Section 3;1 Township 3 i 10 Range (ii) Parcel # 16 1 3.;14- ®i< Subdivision Name Division Block Lot(s) Date Logged: 6-,2 Cs, .,07 Logged By: 324 t + EYi c- S , Include soil textural characteristics and the depths at which significant changes occur. Be sure to include depth where mottling or impermeable layers occur. SOIL LOG #1 SOIL LOG #2 0 to z, in. `l)t4 0 to F" in. Da.-(c 7 to in. Tin Ldtt.,..‘ -(-cc, 5'. (. 3Af. 5 to , in. 7"t,.1 Ciao,- '1 4, .f.',. 7:it 1I' to 3L in.*1-In )-‘Ih-c-- CSe. S. i v. 6-S1. 7.3 �G to ^�l, �' �'`'�'� l� � in. T2r1 �i�c t_�S. ��r. SSI-a'nod`""0�Tit .31, to 60 in. Tari -- rti'1rs>7. s. T 3 4'C, to 54' in. dire , c.5_ Anticipated water table 's, in. /45AS 45' > Anticipated water table yG . inn. Roots to 54 inches Roots to (l'L inches Health Dept. Comments Health Dept. Comments SOIL LOG #3 SOIL LOG #4 n to 12- in. To', L.3 7.q 6 to .2 Ii' in. Ten MIN •404:e. L.S. Zf IZ to 2 in. Tar,/614e4 t IIu S. /L.S. 1.4. .24 to -6 in. `t I. (st- ha civii %2-?- to .27 in. ' ` N,f, S./L'.S.(11. "Y14. )T/f y to 5in.• Fire Com, G,S . ,2 7 to ri 6 in. Cert . L..S to in. _ Anticipated water table 27 in. Anticipated water table 48 in. Roots to all, inches Vie) Roots to (i.(, inches 410 I Health Dept. Comments rte- I Health Dept. Comments f r, . /ip ir SOIL LOG #5 4,' .tion AN',% 1' ' SOIL LOG #6 to in. i7 - i �� to in. to in. Ay ` 51002s9 • % to in. to in, i BERNT-PAUL ERICSEN 1h, - .� •C gal'iE' I NER 1 to in. to in. ii-'�r 02/11 AiT- to in. Anticipated water table in. 4-Z7-07 Anticipated water table in. Roots to inches Roots to inches i Health Dept. Comments r') Health Dept. Comments i i H:\INFOHLTH\SOIL.FRM1/00 ONSITE SEWAGE DISPOSAL SYSTEM DESIGN 10132-4 0 1 Date 1,- 27-0 7 Property Owner System Designer t:CS-en Tht.C91 Legal Description: Section .2(2Township 31 )) Range 1 t Subdivision Name Division Block Lots) 1. CALCULATIONS If for residential use: Number of Bedrooms: x 120 G.P.D. _ alto total G.P.D. If for non-residential use, attach calculations used to determine G.P.D. Soil texture waste water application rate . tiS G.P.D./fit. squared (see page 214 of the EPA Design Manual) DRAINFIELD SIZING: Absorption area: SA-6 square feet (total G.P.D. G.P.D./ft. squared) Trench or bed width 3 feet Trench or bed length ISO lineal feet (sq. ft. + trench or bed width) II. APPURTENANCES Septic Tank Size E?(, 1000 gallons Pump Requirements (If Necessary) Elevation difference in feet Friction loss Pump capacity should be G.P.M. at T.D.H. Number of doses per day -- Dosing volume -- gallons 4 Pump chamber size gallons 0, ''. #� 1# 17 / / �Y • h u , ~04:F ` ' j 0:' 5`100259 '•►��� .� BERNT PAUL ERICSEN•• 1. Sid Ntf ' 1 H:'.homelpincntrlinfohlth‘sewd sn iku1����1s����110M., i t 1i It • III. DRAINFIELD CROSS SECTION ///////// DPILL .1" Or.:•. R.*. NATIVE SOIL A f _ E C .r FERi`E.ASLE MATERIAL./ SEASONAL SATURATION A. Trench Depth ( 1-24' inches B. inches of drainrock below pipe [rzur..11es5 Cil¢ 'S, C. . 24 inches of vertical separation from trench bottom to impermeable material/seasonal saturation D. fJ inches of fill (if needed) E. Trench width 3C. inches NOTES: ATTACH`bEl tLEtrbESIGN OF SYSTEM