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HomeMy WebLinkAboutSEP2013-00007 Jefferson County Department of Community Development 621 Sheridan St., Port Townsend WA 98368, (360)379-4450 SEPTIC PERMIT APPLICATION PROPERTY OWNER Steven Brantner MAILING ADDRESS 2201 Radcliffe Road Juneau,AK 99801 PHONE (907)723-3523 q N1� SYSTEM DESIGNER: Michael S. Deeney Designer Phone#: ( 800 ) 395-7296 490/3 LEGAL DESCRIPTION: Section 5 Township 29 Range 1 E PARCEL#921051023 Subdivision Name Division Block Lot(s) Site address/Directions to site 6173 Flagler Rd., Nordland SOURCE OF SEWAGE/USE TYPE OF WORK WATER SOURCE Residential X New Tanks(s)only Private Residential ADU •: - '. Public X Commercial Expansion X Community . :. ade Repair SITE SIZE 1.68 acres SYSTEM TYPE Partial Repair- (tank) (drainfield) Previous Evaluation Conventional Designate Reserve Area Yes#SEP10-103 Alternative X Redesign No SYSTEM DETAILS Gal./Day-2,40-ex.+240 new=466- Soil type 4 (attach soil eval.) Application Rate 0.6 qal./sq.ft./day Drainfield Length N.A. ft. Trench/Bed Width N.A. ft. Trench/Bed Depth N.A. in. Septic Tank size 1,000 ex. + 1,000 new gal. Pump Chamber size 1200 _gaL_ (04 TYPE OF SYSTE +new240 p.d Glendon Biofil By signing the application form, the applicant/owner attests t at the information provided herein is true and correct to the best of their knowledge. Any material falsehood or any omission of a material fact made by the applicant/owner with respect to this application packet may result in this permit being null and void. I further agree to save, indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs, reasonable attorney's fees and expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit. I further agree to provide access and right of entry to Jefferson County and its employees, representatives or agents for the sole purpose of application review and any required later inspections. Staff's access and right of entry will be assumed unless the applicant informs the County in writing at the time of the application that he or she requires prior notice. Inspections shall occur during regular business hours. Initial here if you require notification before entry . Appeal – A person aggrieved of a decision of the Health Officer may appeal. Appeals shall be submitted to the Health Division in writing within fifteen days after receiving written notice of the decision. DISCLAIMER-This application is for an on-site sewage system that meets the state and county standards in effect on the date of application. This application for an onsite sewage system DOES NOT assure you of any other County approvals. For example, it DOES NOT GUARANTEE that you will later obtain permission to build a permanent residence or other structure on this parcel. Any future application will be sep� ely judged by the rules and laws in effect at that time -2Y' Property Owner Signature D e FOR OFFICE USE ONLY PARTIAALl I47 ED ASBUILT / FINALOA APPROVED /7A7 £�,`, 444* Yea, by TE ) � ALL HOLD REQ.MET Date// /i) Fees-43e Rec# Check# /5-'C( Case#SEP I —r)O- C:\Data\W pw\County&State Forms\Jefferson\Septic Permit Forms\Glendons\Brantner 921051023.wpd z " , JEFFERSON COUNTYL LTH yx 615 Sheridan Street •Port Townsend*Washington •98368 www.jefer'soncountypublicheatth.org Phone ax -360-379-4487 ON-SITE SEWAGE DISPOSAL PERMIT PERMIT #: SEP13-00007 Date Received: 01/22/13 Date Issued: 03/06/13 SITE ADDRESS: 6193 FLAGLER RD Date Expires: 03/06/16 NORDLAND, WA 98358 APPLICANT: STEVEN J BRANTNER PHONE: 907-789-3033 MARIJO C BRANTNER 2201 RADCLIFFE RD JUNEAU AK 998019342 LEGAL DESCRIPTION: S5 T29 R1E TAX 22 PARCEL#: 921051023 Section: 5 Township: 29N Range: 01 E DESIGNER: MIKE DEENEY PHONE: (800)395-7296 CREATIVE DESIGN SOLUTIONS PO BOX 2787 PORT ANGELES WA 98362 SYSTEM DESCRIPTION: GLENDON BIOFILTER-M31 No. of Gallons per Day: 240 Type of work: EXP Drainfield Trench Septic Tank Length: feet Width: 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. #/r' 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.: SEP13-00007 1.) This septic system has two separate waste water absorption systems. Care must be taken for the life of the system to assure that the waste water flows are evenly split. 2.) Exceeding the permitted design flow of 240 gal/day for each system (Glendon pods & Mound) shall constitute a violation of this permit. Maximum daily operating range for each system is aproximately 160gpd. 3.) 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. 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.) Health Dept. required to observe pressure test with system designer when system fully installed/complete, 48 hours notice to be provided for scheduling. 7.) 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 8.) H - An asbuilt drawing and certification of completion by the designer is required prior to final approval. 9.) 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. 10.) 10' separation required between a Water line and all portions of the onsite sewage system; effluent transport line, tanks, treatment and disposal components. 11.) Dry season installation required. 12.) Divert all sources of drainage, including roof drains away from septic tank and drainfield area. 13.) 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. 14.) 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. 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.) 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. SEP13-00007 Page 2 of 3 \\tidemark\data\forms\F_S E P_Perm itmod.rpt 3/6/2013 17.) The site plan received on 1-16-13 was reviewed by the Department of Community Development on 2-11-13 and it was determined the expansion of the septic system meets the requirements in Jefferson County Code. Any future permits on this site are subject to review for consistency with applicable code and ordinances and does not preclude review and condition which may be placed on future permits. 18.) MANDATORY MEASURES OF HIGH RISK SIPZ: Water conservation measures: 1. Roof and other intercepted precipitation shall be routed to on-site detention ponds and/or other approved means and allowed to be released to the soil slowly. 2. Water collected from Storm water and roof catchments may be used for watering lawns and gardens. Unless catchment water has been treated to meet drinking water standards, there shall be no cross connections allowed between the potable supply and impounded water. 3. Water withdrawn from wells on each property shall not be used for watering of lawns and/or gardens. 4. Ground water withdrawn from each property shall be restricted to a rate of three (3) gallons per minute. 5. Installation of water conserving fixtures such as low flow toilets, faucets and shower restrictors and other water saving plumbing fixtures. 6. Landscaping plan (xeriscaping, native vegetation with minimal amounts of irrigation). 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O Q�Lv INI �p a \A.44 U� Q ULA Z --- JOS ti o �J� oIlrillilw-- ° \\\,7‘:\., 'd.). i- 411151111111111411 `ct �wQm o 10 WLLI SW I ' ' • J` I rn • 0W I ”' J - .....1...1111011 1111111 • /0 — I _ t . /Cy�'(s cc k W z;� �l rrllllll'���; o �ul`W - N. v J(n L J • • -1" o co 0N 'yam k " a J W\co '+:�i�.r�,-" 8 Q W\a �� ..� ,03 �.lsb� v LLI W w o I- -4%...s.,-4/46. 2 k A "_1•9'� O U W • :I.i�,./1� Z U p Lj Iu,0• o Z W w Cc 0 QQo p0 O Q � ��CC 14.1 1 •No �i— to kJo 40 h � LWp O W N cc♦; Z m M co 'cC o .2'� N 3 W c oU W Q' Z 0 O GS 0 N JEFFERSON COUNTY PUBLIC HEALTH, 615 SHERIDAN, PORT TOWNSEND WA 98368 CONSTRUCTION INSPECTION REPORT For RECORD DRAWING Designer MICHAEL DEENEY Permit * SEP 13-00007 Installer MARTY KITHCART, LANDMARK EXCAVATING Parcel # 921051023 Electrician Design Flow *240 (480 total) Property Owner STEVE BRANTNER Site Address 6173 FLAGLER RD., NORDLAND, WA 98358 RECEI Answer all questions or indicate NA JUN 08 2011 Tanks, Pumps and Controls Date Insp. jefTank (manufacturer, size, baffles) 1,000 GAL. 2 COMP. W/BAFF & OU c�{C} 6/7/17 Pump chamber (manufacturer, size) EXISTING 1,000 GAL. INSTALLED UNDER SEP10-00103 4/10/14 Screen(s)and/or Pump Shroud (type, location) PUMP VAULT W/BIOTUBE FILTER 6/7/17 Were Tanks tested onsite for water tightness? Yes / No Panel Model AQUAWORX IPC-SG Timer Model AQUAWORX 6/7/17 Pump 1 — Man./Model PF100511 Flow Rate 10 gpm 6/7/17 Pump Location (i.e. garage, treatment unit, basement) Bottom of transducer to bottom of tank 22" Float settings (above bottom of tank) / transducer settings Timer Functions: (above bottom of transducer) On/off - 0.9" On - 10 SEC Veto - 25.9" Off - 14 MIN 50 SEC Alarm - 25.9" Veto On - 10 SEC Storage Above High Water Alarm 519 gal. Veto Off - 14 MIN 50 SEC Dose Counter Reading 6 DOSES, 8 VDOSES Gallons/Dose 1.66 Elap. Time Meter Reading 17 MIN 16 SEC Pump Throttled? Yes / No Dose Drawdown (in inches) 0.08" Pump 2 — Man./Model Flow Rate gpm Pump Location (i.e. garage, treatment unit, basement) Bottom of transducer to bottom of tank Float settings (above bottom of tank) / transducer settings Timer Functions: (above bottom of transducer) On/off - On - Veto - Off - Alarm - Veto On - Storage Above High Water Alarm gal. Veto Off- Dose Counter Reading: Gallons/Dose: Elap. Time Meter Reading: Pump Throttled? Yes / No Dose Drawdown: If additional pumps complete this info for each D:\Data\Wpw\County&State Forms\Jefferson\Construction Rpts\Glendon\Brantner,921051023,Alternative sys ASBUILT 201D-21.FRM.wpd 06/08/17 Page 1 of 2 Drainfield Date Insp. Transport Pipe Size/Sch. "1" SCH 40 PVC Feeder Size/Sch. "1" SCH. 40 PVC 6/7/17 Barrier Material Cover Material/Depth 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 Other Aquaworx panel settings: Swarn: , Zbios: OA , Autoclear: 1 doses min-sec. *THIS SYSTEM ISA 240 GPD ADDITION TO THE 240 GPD MOUND INSTALLED UNDER SEP10-00103 (FOR A TOTAL OF 480 GPD).' SEE CONSTRUCTION INSPECTION REPORT SUBMITTED FOR THE MOUND INSTALLED UNDER SEP10-00103. A DRAWDOWN WAS PERFORMED ON THE MOUND DURING THIS GLENDON PRESSURE TEST AND THE DRAWDOWN RATE WAS ESSENTIALLY THE SAME AS IN 2014 (SO TIMER SETTINGS WERE LEFT THE SAME). THE MOUND HIGH ALARM & VETO LEVELS WERE RAISED TO 25.9" DUE TO THE INCREASED RESERVE CAPACITY FROM THE ADDITION OF THE NEW 1,000 GALLON SEPTIC TANK UNDER THIS PERMIT. THE AUTOCLEAR FROM THE MOUND CONTROL PANEL WILL BE USED TO CLEAR THE TRANSDUCER BELLS FOR BOTH THE MOUND SYSTEM AND THE GLENDON SYSTEM. THE GLENDON IS SET FOR 1 DOSE AUTOCLEAR (SYSTEM WILL NOT ALLOW SETTING FOR 0 DOSE AUTOCLEAR). **BACKFILLED PRIOR TO INSPECTION, SIZE & LOCATION PER INSTALLER � « FD Health Department Inspection issues resolved Yes / No / NA If yes how? ►(i+�fr.f,titlt. »rata Users Manual Provided to Homeowner WITH RECORD DRAWING Date Tank/component Decommissioning Report Attached Yes / No / NA Installer Certification attached/signed Yes / No ATTACH RECORD DRAWING stamped/signed by Designer or Licensed Professional Engineer I certify the information provided above was verified by inspection (with exceptions as noted, if any). I also certify that this on-site system was installed in accordance with the approved design and verified through periodic observations of construction such as site plowing for mounds, pressure testing with all system components exposed (no backfill, except over transport pipes), and final inspection of the completed system (with exceptions as noted, if any). To the extent revealed by these periodic inspections, the system complies with all the conditions noted in the permit as approved by Jefferson County 3/6/13 (Permit Approval Date) or that changes have been noted and the system is in compliance with WAC 246-272. 6-0--1 7 5100110 Designer Signature Date License# D:\Data\Wpw\County&State Forms\Jefferson\Construction Rpts\GlendontBrantner,921051023,Alternative sys ASBUILT 2010-21.FRM.wpd D6/08/17 Page 2 of 2 _ — z o U Lu O m 0 _� .. v COLu 0 Lu 03 61 (9 l l b�S) OVO�J �J370 br7Jw = o u �, 0'd ._ ,d 241 O`I C�J % ��2 U N N J V! C y� 0� Z w WU WO k(, �. �. Uti 'R m vi n i-ii ‘. , i k O�� _. ,,, t00 . 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'''���� ,..4 '� i 6k s x 1 o i�'l'�—�Sr� V Mk W e r t1. `y,] E---L sl 44 1 ON g 1:11 wfg 0 i IN I10 p o I n JCt 01 li Q H/////,6L//,6MM.Y %////mini"//f'. ..,...... n ,g r 7,...„,, _ „..,... .* _ _ , __a__ 4qtt �ct a M� �ate..! 0... a....1 r / 11144 14.1 41 if 1 el o 01 el 101 z � r ` I , \ • „,.„ ; Wv0 ij + 11 £ r`0 �t p� 0 N Yg Vj,.k 1 Ci 41 is ? p N El 1 1g401" Ill LICI } 3Z 4J W kJ I ig Fti O Q o a' E 0 p el 1 tri 0J g U owl 0 M 0ste f0,4al c W g K Nmti Z 1"o ec N Z F- -,.- -_'t. - """" 7 :ems 's 00© ix 0 0 JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT T 621 SHERIDAN ST., PORT TOWNSEND ,WA 98368, (360) 379-4450 • SOIL EVALUATION _ PROPERTY OWNER l r-7—z..___��. SYSTEM DESIGNER •hCseo Pz;cy /iv, LEGAL DESCRIPTION: Section 5 Township 4,21 A) Range /e Parcel # J, .,/ QS( O;2.3 , Subdivision Name Division Block Lot(s) Date Logged: a-21 -07 Logged By: r1,4t t E:YI(::. /1 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 6 to 61 in. Ptvk.'.bv. I.:s. .. () to in. 6v, �..S. ry 1 to iS in. ear, L6. l"f' to 3 3 in. AA/'4,o_ G.:�. IS;) to aa in. Tel"-6/u,5. T3 3 to se, in. Ere, 014-79, G.S. r to 2)5' in. l+161r'e�,C (-5. or to in. J v _` y'2 forty Ccri gu,.t1.�_ 1-• . �" A, L _ Anticipated water table,.tom in. 14 Anticipated water'table.20 in. . Roots to d z inches -- "'2,�\ Roots to 3O inches awn t� Health.Dept. Comments �� •" Zj�,£' y =;. ..01 Health Dept. Comments j= 5100259 A, SOIL LOG #3 wp. BERNT PAUL ERICSEN'•.ei SOIL LOG #4 0 to` in. far t ����rnr otItri���w1, EXPI• s o2/ttl f d to # in. 1. AV, L.S. 4i to 17 in. &v. L,3. r,,/, . ., s 4t ld in. Vit. C.�' j.ii. i 7 to , 7 in. -7 fin 4'4,4..5. T. 3 la to ale in. Thi -(tru .,/(.....S , r 3/9' :.c7 to 4341 in. i'lst ,�u ."L.e,. ,2Z d 3 yc. to 8 in. /Y'1�1 r. 64'4. _t;.S Anticipated water table x in. y "fig .90 6,r,ew (-Owl), 4.5 . Anticipated water table .2-: in. Roots to 3o inches Roots to inches Health Dept. Comments Health Dept. Comments SOIL LOG #5 -,---;' SOIL LOG #6 �*. 0 to el in. '`I),1'`I),1,4_. � 6r. �.5 . G? to 6 in. vv - hr. L,>, q too in. 6v, L.S. '7. `I � to Ti7L in. �r.. £ 5. 7: y: ,Zlk to 6 z in. i1\ -K, 41iu t...,.5 . 1 to 14- in. ran �u.t 5 . r3 } ti 5.2 to 6? in. 6N,./ errny, L...S . wFi� —C.,-;.t L. .S. Anticipated water table.2 if in. 3`f . `fp U'`'° �Mp,i.-.S. Anticipated water table____ in. Roots to 2- inches - Roots to ...ci, inches Health Dept. Comments r Health Dept. Comments H:\I NFOHLTH\SOIL.FRM 1/00 JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT , ' 621 SHERIDAN ST., PORT TOWNSEND ,WA 88308. (360) 379-4450 ' -- SOIL EVALUATION PROPERTY OWNER ^4-c0h ewl F r?,~6O`-2/ / A(^(pie~ ��' _ = 7 — �'�vSYSTEKDESIGNER ~ c_�'vr1 -Dc /�� /m(' 44- ' .?n- LEGAL DESCRIPTION: Section �� Township '�Jk> Range /�� Parcel # �^�/ ���r/ �3'�S ~«�� Subdivision Name ---- -~--' °OivixionBlock Lot(s) � - Date Logged: )- .�\ ~D 7 Logged By: �� f�'~-� ��[ ' ' / ,^^ c~ |{'_sr\1 ^ 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 # 7 ' ' SOIL LOG # g , � to /~ in._�i /`� ~ , "&.a� ' 0 to � in. l�/t' �� �'6 �~ � - � to /� in / � �� �^� ' «v. ' � f �l� in. m/. L.5. T if ' u �� ' `` ` toL�/l' to °?� in. -6,54_. � .2if . 6- � ��^ �r ! ' � � /,2i, to ..3i, in'•/i�^ del^ ��` � 42- to 48 in. /rei � "�, Lc. � Anticipated water table // in. Anticipated vvoteruub| 24 in. Roots to it, inches Roots to "//� inn-h as °^Health Dept. Comments ' Health Dept' Comments ' (' -- 'j}\ �/ \\' LICENSED �` �S0UL LOG h el H SOILL0G #' /a � k 6 to ^ in. - � & � � � "° ~,*.' ' ' Exp^ S 02/11/ ��� O to 6 in. �Di4 &-~ 1.5. ' to 4 in. ��^ �.� T4 -�|��~Q7 . m ' � ` /� in. �+ . 6.��. t'4 4 to s3,0 in. �� � � L . " -- - ' `- '^' h. ��^ -�� � ST3, �p to �b in• 7�~~t� �� /L � • '\�� '( p\ ----- ---'-' ^°~ ^S. ^ ' `~" `=� / ' � ��.\ �l ��~�~/`� Y �A in. sal- - Anticipated ',a�� \ —�-�-^~ «mnw'� ' -' ' Antiuipat*d wmter table �� in. Anticipated water table 01- in. Roots to 34 inches y ' Roots to 5# inches\ ' �' / \ \ \ ~�Hea|th Dept. CommentsHealth Dept. Comments ( � � r��k ! ��` SOIL LOG # 0 ( \ ` , \ \ SO�L LOG � / �� �~< \ 0 to Y' in. 7)y� ��' �� ^ \' _~ `,' . �` . in. - ^ . �i: �^�. u to /� in. �~ t,,,..;, ��V \\\ �� ^ � ' ��� - � ' n/. - � 4 to >�� in. ~.'. L S 7-� /� to �3 in. '��` �"' � . 7�J - - | � ' ` '�� `w�� � l�� </ ' . ! , �| �( 12- to �� in. 41:1:,t. L 1 �g /n� ' to vW� �• ' I� - �r�` � � '\~\�^\ `-l''-1'j �e in. '56 co ~ 2,w. �a+v . �`.S . Anticipated water table -12' in. |� - , > Anticipatedvater table /8 in. `\�• . � ^Rooto to �a inches y L l\ � Roots to ifs' inches `2, Health Dept. Comments Health Dept. Comments *AIwroHLrxmmLpnM1m0 _ OtZfitty R . . " ) y-1 EL.qg ' .401 +/_ go Ev., l4,,e tl 1 11 &.2 5 fit/51.,r 'P.P 1 i r NO building site, driveway, access s-,, A or other appurtenance has been reviewed or approved by r Jefferson County staff, r •/ ,Az e-RAQ‘vnek: B.-Us-45 5,.../t.. >t•A-b A .. e..4 iSk ca_t 4, s14-.., -fr.,-,..0AUCL- ----.. . ...--- ---- f ' irn, txat,...5 6,....lea-,71 1 1 i 74o ea AI '44 SA° <--- 7._ tk101 ev ASOIsti 1 'Pt,, c .,,J }- \.` II' .- iic 1 '-' .,3 I A don Ik ‘) 4 .31., ii Sewer'- A sc.s, ' ‘161.1*.- :igi —71.------T I Dwner: rrewili q 3arcel# gi cp5-I o,;z. \,) `, A . • vo . Designer: Erit.. 0.1 I _ .,_,.1 ..0cit It I ,_ qc) ____ _ ..._ ._,- 0 I 1 ,)\ Ii, 0 EY-1 ttri,/3 -6.,,,,,_,e,k I C,/\Z(,, )-..r) of area_ 0/ . I ' Okk .9 I arvr, .. pi1 '-'--->-1 : '.• 4 . WAN' % 4 of•k. 0 —441,..$1, 0 I 1 okt. 401 Jo-. 5100259 . 4 ••0 BERM'PAUL ERICSEN... 04 Contact designer I LIC ts18b I51:1. I N15P1. I, 41* %%."6"%‘ % '."74*••••"•.'w‘' prior to construction EXPIRES • 11/t.„) ' 0 , , . E/, 44: e - -- CI 45