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HomeMy WebLinkAboutBROADWATER HEIGHTS BLK 4 LT 2Broadwater Heights Block 4 Lot 2 #050-081-78 v V/ U u Municipality of Anchorage Development Services Department • Building Safety Division �• _* - On-Site Water and Wastewater Program, 4700 Bragaw, St. P.O. Box 196650 Anchorage, AK 99519-6650 Page 1 of 2 www.ci.anchorage.ak.us (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number: SW060236 PID Number: 050-081.78 Name: Wastewater System: ® New ❑ Upgrade A9840tltlress: DINAKA AVE ABSORPTION FIELD Phone: Number of Bedrooms: p Deep Trench ® Shallow Trench ❑ Bed ❑ Mound ❑ Other. LEGAL DESCRIPTION Soil Rating: Total Depth from original grade: 5 GPD/FP 1.9 Ft. Block Lot: Subdivision: Depth to pipe bottom from original grade: Gravel depth beneath pipe: 4 2 BROADWATER HEIGHTS 1.3 Ft. 0.6 Ft. Township: Range: Sedion: Fill added above original grade: Gravel Length: 14N 2W 1 2 Ft. 35 Ft. Well: ® New ❑ Upgrade Gravel width: Number of lines: Distance between lines: 5 Ft. 1 0 Ft. Classification (Private, A B, C): Total Depth: Cased to Total absorption area Pipe Material: PRIVATE 400 Ft. I 44 FL 175 Ft I ASTM 3034 Driller Date Dnlled: Static Water Level: Installer. Date Installed: COLE SULLIVAN 8/812006 35 Ft. GUARANTEED SERVICES 1 8/1512006 Yield: Pump Set ht: 1 Casing Height Above Ground: TANK 1 GPM 370 Ft. 2 Ft. SEPARATION DISTANCES M septic ❑ Holding ❑ S.T.E.P. ❑ Other: To septic Absorption Lift Holding 3uttlictlpfivate Manufacturer. Capacity: From Tank Field Station Tank Sewer Line ADVANTEX 1500 GaI. Well �p V6 +100 .. .. +25' Material: PLASTIC Number of Compartments: 2 Surface Water +100' +100 e -- LIFT STATION Lot Line Lot +5' +10' •- — - NO LIFT Manufacturer : . G.I. Foundation +5' +1U' -- •• Pump on' level at: 'Pump ofr level at: High water alarm at in. in. in. Curtain Drain +50' GGIIff +50' •• — Pump Make &Model Eledrical Inspections performed by: RISING SON ELECTRIC Remarks: • 85' WAIVER REQUESTED BENCH MARK - Location and Description: TOP OF WELL CASING Assumed Elevation: 100 Ft. Inspections performed by: ERES Dates: 161 8115/2006 ��.�• ...... 4�q tad 8/15/2006 gyp.!r Development Services/Department Approval'` T Con itional Approval Uts , Dater to CHRISTOPHER R WOODµ d o o / ' CE10367 G -!s- uy y hs-- .... ........... Reviewed and approved by Date:107 as OC4 v V/ U u Eagle River Engineering Services Christopher R. Wood, P.E. 10421 VFW RD. Suite 201 (907) 694-5195 tel Eagle River, AK 99577 (907) 694-3297 fax August 31, 2007 Jeff Poet Review Engineer, On -Site Services Municipality of Anchorage P.O. Box 196650 Anchorage, AK 99519 Re: Broadwater Heights Lot 2 Block 4 Inspection Report Comment Sheet Additional Info. Dear Mr. Poet, Eagle River Engineering Services (ERES) is in receipt of your comment sheet for the Inspection Report a noted above. The following additional information and clarifications are being provided to you so that you may continue your review of this Inspection Report. 1) A copy of the well log is being provided. 2) A copy of the pump installation log is being provided. 3) Please see modified site plan re -locating the reserve site to a more acceptable location as requested by the Muni. Very little, if any fill will be required, as the primary leachfield site and the fill area below it create the required 35' at 25% downgradient of the proposed reserve site. 4) A copy of the electrician's statement is being provided. 5) The homeowner has indicated that he will be seeding the fill area below and above the leachfield. Any fill areas in excess of 1.5 to ]I slope shall utilize "jute" or burlap -type erosion control fabric Installed and anchored per manufacturer's installation recommendations. 6) Please see above note regarding seeding of leachfield and fill areas. The area on top of the drainfield will be seeded by the owner. We would be happy to provide you with any other additional information that may need regarding this project. Please contact me at our office at 694-5195. Sincerely, EAGLE RIVE ENG EERING SERVICES 1.117 Christopher R. Wood, P.E. Principal @003\BROAD WATERT IEIGI USPINKSI IEETREPLY Permit No. 5WO60236 Page 2 of 2 Municipality of Anchorage DEVELOPMENT SERVICES DEPARTMENT ON—SITE WATER & WASTEWATER PROGRAM 4700 SOUTH BRAGAW STREET P.O. BOX 196650, ANCHORAGE, AK 99519-6650 On—Site Wastewater Disposal System and/or Well Inspection Report Legal Description: BROADWATER HEIGHTS LOT2 BLOCK 4 050-081-78 SWING TIES • AREA FILLED T �;• , D LOT 2 I LLJ O Q N lO cLEANour ELEVATIONS Q -iJ- y/ELL (NOT TO SCALE) � n TDP Or YELL CA�fur OR TUBE ASSUMED ELEVATION • 107.7' 8/28/2007 Co?ORIGINAL GROUND � LEVEL ATo 81.2 ENONEER'S SEAL 0000��p�0 MT-1FILL MT -2 TH-! OF At 0 ............ 0 1,500 GAL 8006' GRAVELPo ';' _-79.9 �... .•.•••.••,•••••••. ADVANTEX 0 NO V.T. 81.0 ° • • ° 79.30 .CHRISTOPHER R. WO0 / 73. OQ cJ •. CE -10J87 00 76. 76. 79'9 / BOTTOM OF T.H. �Uo n'_•.......• ';, oG • AREA FILLED T �;• , LOT 2 I LLJ O Q N lO cLEANour ELEVATIONS Q -iJ- y/ELL (NOT TO SCALE) � n TDP Or YELL CA�fur OR TUBE ASSUMED ELEVATION • 107.7' 8/28/2007 Co?ORIGINAL GROUND � LEVEL ATo 81.2 ENONEER'S SEAL 0000��p�0 MT-1FILL MT -2 TH-! OF At 0 ............ 0 1,500 GAL 8006' GRAVELPo ';' _-79.9 �... .•.•••.••,•••••••. ADVANTEX 0 NO V.T. 81.0 ° • • ° 79.30 .CHRISTOPHER R. WO0 / 73. OQ cJ •. CE -10J87 00 76. 76. 79'9 / BOTTOM OF T.H. �Uo n'_•.......• ';, oG EAGLE RIVER ENGINEERING 10421 VFW RD, SUITE 201 EAGLE RIVER, AK. 99577 (907) 694-5195 FAX: (907) 694-3297 SOILS LOG - PERCOLATION TEST .CHRISTOPHER R. WOC CE -10387 fn ... PERFORMED FOR: TOM DRAKE DATE PERFORMED 8/20/2007 •1,%\1��; 1= �' LEGAL DESCRIPTION: BROADWATER HEIGHTS LOT 2 BLOCK 4 TOWNSHIP RANGE SECTION T14N. R2W. SECA TEST HOLE 7 DEPTH jr-2 (FEET) Dr TOPSOIL 124ROCK 9 15 21 22 SOILS I i✓-yUy AND MUNICIPAL PERC TEST RESULTS READING DATE GROSS TIME NET TIME DEPTH TO WATER NET DROP 1 08/21/2007 3:30 0:00 1' 7 0 2 08/21/2007 3:40. 0:10 1' 9 7/16 2 7/16 3 08/21/2007 3:41 7 0 4 08/21/2007 3:51 0:10 1' 9 7/15 2 7/16 5 08/21!2007 3:53 0:00 1' 7 0 6 08/21/2007 4:03 0:10 1' 9 7/16 2 7/16 7 08/21/2007 4:05 0:00 1' 7 0 8 08/21/2007 4:15 0:10 1' 9 7/16 2 7/16 � I FJN HA iE� 4 (MNYNC1) FERC HOLE DIAMETER -6• TEST RUN BE'_NEEN 1 FT AND 2 FT .c� tlALLAKINI PERCOLATION TEST BY: CHARLES BALZARINI CERTIFY THAT THIS TEST WAS PERFORME IN ACCORDANCE WITH ALL STATE IN EFFECT ON THIS DATE. DATE: (?Z d OF S89 °56' 28"E 0 O W `-.' LOT 2 BLK 4 LOT 4 ANCHORAGE RECORDING DISTRICT LOT 1 291.07' 0/W 2'x]e' 52.6• N J CANT Q m u 3x.0' I:IL ® WELL 0 ExlsnNc ..o BUILDING 30.2• � w Y � V o 380' � 12 t - MH d VAULTC f 4H 1 SEPTIC VENTS \ GRAVEL 0/W LOA LOT 3 ASBUILT OF: BROADWATER HEIGHTS SUBDIVISION LOT 2 BLOCK 4 PLAT 73-18 SURVEY CERTIFICATION: I, John L. Schuller, his have conddructed 0 physical suryey of this property as s lines on tawing Ond n ore thatnes lhe andimprovementsno enc oachmentst exist Bother than Ino'ted he property EXCLUSION NOTES: It is the owners responsibility to determine the existence of any easements. covenants, or restrictions which do not appear on the recorded subdivision plot. Under no circumstance should any information on this drawing be used for construction of fences, structures, improvements, or for establishing boundary lines. 20071-10-40' 07-051 Aw er. crcu. ,LSSNW253 I 0701/64 �. • 49TH � '`. a •'•JOHN L SCHULLER. .v_ '•, 1 —10408 O = FND 5/8" REBAR D/W= DRIVEWAY 1• ?JERR 40 0 fR AND 53f �9 4K• 99577$1 56 x 2 4 Aug 31 2007 2:13PM Rising Son Electric, Inc. 622-6777 p.2 Rising ion Electric, Inc. 14916 \Voodland Drive Eagle liver. AIC 99577 (907) 622-6777 May 15, 2007 Tom Drake P.O. Box 771961 Eagle River, AK 99577 Re: Lot 2 Block 4 Broadwater Heights -12316 Broadwater Dr. - Eagle River, AK 99577 Dear Tom: The lift station at the above referenced property has been wired in accordance with NEC and State/Local codes. Thank you. Sincerely, Kevin Hombuckle, Owner Administrator License Number 1284 Specialty Contractor License Number 27285 cc: file certif ieb riY�inc� o 00o co as SULLIVAN WATER WEL] P.O. BOX 670272, CHUOIAK, ALASKA 96687 *TELEPHONE 6a6.2759 ADDRESS: LEGALDESCRIPTION: %�f�rtlil� fT��i2 f%L7r _&g. dq Lai A - DATE PERMIT NUMBER:O6DP?X Dateof IssueP-02--a0( TAX IDENTIFICATION NUMBER: 1IL- Is well Located at approved permit location? 161<'7 No Method of Drilling: elr rotary 0 cable tool Depth of well:c'�"'fbY,p. ¢ Casing type sl[ CC4 Wall Thickness Inches Diameter Inches, depth feet Uner type; i4lw& Casirro Stickup Above Ground; a feet Static water Level: j5 - feat Recover Rata --J—_gpm Method of Testkig: Well Intake Opening Type: O open and 4UAOt n hole t] Screened: Start feet Stopped feet 13 Perforation^s,. Startf efeet.Stopped feet Grout Type:�,1L� � � e r4TaT "Vol �unt''JJe �J ,,,, Depth: from Q feet, tofeet Well Disinfected Upon Completion? &Yd� O No Method of Dislnfection: C44: 4•^J &E Sig" Comments ME lir Drillers Name ATTENTION: It Is the responsibility of the property owner to submit a copy of th of Anchorage: Department of Health & Human Services and/or Department of I Departmerrt of EnvkorvneMal Conservation. 07/05/2007 10:38 6882259 SLJLLIVAN PAGE 01/01 Dm6pMcrt Strvkes DepwtwAnT puUng Sa ety Division e„ e On -5 is water & Wastewasr Progrcm , 4700 Yr Orr Street ' P.O. Box 1%650 < • , Manse Andwvq%. AK 99!19-6650 14ror� H Pump Installation Log e��' / weU DriMD, Permit Number. SwQ/e 0 3 G. Date of Ism:'T_�oe 'Peres! Ideedflartiop Number.. ¢�� • O f /— 7V' Oto&aOrTrt"c ;47T fUkI, 6700" A4KPFJLe- /a43/b 4U*.+6w,*r < 4 . rn_ . Z. D._lai a ` ? ra r enwau * — i O - Prop ielaler Depth Below Top d WC11 CmwjP r.0 Pe=p Mr.rtrgwmer Nares r/o p pump Modek GS off 740 Pump tiles by pw= AA&ptw RarW Deptr: 10 tea ?WwA4ap6'wUsft1k : Wt11 D1elNutrd iTpoe c..v�' LSO No Metbod °lD1d°!M."s GA/c a 4...l� , $v i/•+� �- J � �. J .S..f w ►* r�+fc Pr=p Iaataiter Kane: � N,tA*wm Po f3 . X 6 -7 • .� `r :2 CrotAKtiP G*V., c.•�K 9q�-L7 e--�—� Alunicipality of Anchorage t,,• 1` i I:U.Dix 1!MNi.M)•,\nchum a•, .lhisk;i !CAiI!}IMlill• "�. S, Tcl.•phanc l Mli):}t:S-KMII Fax 1 M171:S}:S.ttUNl 47!MI Rnigaw Stmei•,\nchumgc,,U,j%1u .'rA)7 wAM..nnwLurg ,llaynr llark BQ( icll Iluilding Safch� Diasion September 4, 2007 Christopher Woods Eagle River Engineering Services P.O. Box 773294 Eagle River, AK 99577 Subject: Waiver Request for Broadwater I[eights Block 4 Lot 2 Waiver Request WR#: 070043 Parcel ID # 050-081-78 PERMIT # SW060236 Dear Christopher Woods: Your request for a waiver of the required 100 feet horizontal separation from the septic tank to the private well has been approved. The approved separation distance is 85.0 feet. This waiver approval applies to the existing septic tank to private well separation only. Any future upgrade to the on-site wastewater disposal system will require all separation distances be met or another approval from this department. If there arc any further concerns or questions regarding this waiver, please call our office at 343-7904. sincerely. 74'/ Danielcl J Civil Engineer On -Site Water & Wastewater Program Community, Security, Prosperity State of Alaska: Separation Distance Waiver Guidelines for S.C.R.O. (State of Alaska Memorandum to District Office Engineers dated January 1,1985) Waiver Request for: Broathvater Heights Block 4 Lot 2 ParcelID#: 050-081-78 Waiver Request Number WR#: 070043 Waiver Requested: 85 foot horizontal separation from well to septic tank Engineer: Christopher Woods PERMIT # SW060236 Septic Tank Data Septic tank is an advanced system. The septic tank is not considered a continuous source of contamination. Well Data The well depth is 400 feet. The static water level is 37 feet. The soil strata basically is bedrock from top to bottom. The separation between well and septic tank is 85 feet. The water table gradient slopes away from the well. Municipality of Anchorage Development Services Department • Building Sarcty Division On -Site Water and Wastewater Program 4700 Bmgaw Street P.O. Box 196650 Anchomge, AK 99519.6650 www.ci.anchomge.ak.us (907) 343-7904 Waiver Review Worksheet WR#: 070043 PID#: 050-081-78 HAIPermit# PERMIT # SW060236 Date Received: September 4, 2007 Legal Description: Broadwater Heights Block 4 Lot 2 Engineer: Christopher Woods Eagle River Engineering Services P.O. Box 773294 Eagle River, AK 99577 Applicant: Tom Drake Waiver Requested: 85 foot horizontal separation from well to septic tank Criteria: Geology A. Water Table B. Soil Sorption C. Permeability D. Water Table Gradient E. Horizontal Separation Points: 3.17 1.00 0.90 10.00 r -- 2.4 Total: L_ ___ _ _17.467 .........................................•................................ Waiver is Granted: X List Conditions or Reasons for above: Waiver is not Granted: Date: 914107 By: Joe Goodall Name of Reviewer Rec#: 97980 Amount: $920 Date Paid: 9412007 SuJo�pOA 3 (o Eagle River Engineering Services Christopher R. Wood, P.E. 10421 VFW Road Suite 201 (907) 694-5195 tcl Eagle River, AK 99577-3294 (907) 694-3297 fax July 24, 2007 Dan Roth. Manager, On -Site Services Municipality of Anchorage P.O. Box 196650 Anchorage, AK 99519 Re: Broadwater Heights Lot 2 Block 4 Septic Tank/Well Waiver Application Dear Mr. Roth: After receiving the certified as -built survey for the above referenced property, it was noticed that the well was drilled too close to the septic tank installed on the lot. The purpose of this letter is to request a waiver for the separation distance between the installed Advantex tank and to the drilled well. The distance we are requesting to be waived is from 100' to 85', well to septic tank. We offer the following points in favor of granting this waiver 3. The gradient from the well to the septic tank is downhill. Effluent from a malfunctioning septic tank would flow in a direction away from the well head. 4. The well is deep and confined in bedrock from a depth of 8 feet below ground surface. The well casing is seated 36 feet deep into the bedrock, effectively sealing the water supply from any potential surface contamination. For the reasons listed above, we believe that granting this separation distance waiver of 85' from septic tank to well will not impact adjacent properties' ability to support on-site septic systems and reserve sites. To our best available knowledge, granting of this waiver will not affect the function or longevity of this lot's or neighboring septic systems, nor impact water quality. If you have any questions please call our office at 694-5195. SincerelyWEEERING EAGLE S RVICES Christopher R. Wood, P.E. Principal �2003\06-007 TOM DRAKEWAIVER WAIVER FEE: PAYMENT DATE: RECEIPT tt: 9L q80 /1 8717' • 'v a• • a J • O 4, •° C) ° •RAVEL - NE AL DVA AX 20 ® PEST LE — — — �S MENT • — MONITO BE — — — PROPOS CH nELC o — SEWER C OUT _ E%ISTING IEAC ELO WELL — ORNEWAY WELL/SEPTIC WAIVER LEGAL: BROADWATER HEIGHTS LOT 2 BLOCK 4 OWNER: TOM DRAKE CONTRACTOR: GUARANTEED SERVICES JOB 06-027 1 DATE:? 20/2007 SCALE 1"=20' EACLE RIVER ENCINEERING SERVICES 10421 VFW RD. SUITE#201 EAGLE RIVER, AK. 99577 (907) 694-5195 FAX. • (907) 694-3297 \----+-'I OF * *L i ... ° .CHRISTOPHER R. WOOO. ,�. 1 �, CE 38 , MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM I WATER SUPPLY PERMIT Initial Permit Number. SW060236 Date Issued: Aug 02, 2006 Expiration Date: Aug 02, 2007 Parcel ID: 050-081-78 Legal Description: BROADWATER HEIGHTS BLOCK 4 LOT 2 Design Engineer: 0848 EAGLE RIVER ENGINEERING SEI Site Address: 12316 BROADWATER DRIVE Owner Name: THOMAS & HILDEGARD DRAKE Lot Size: 59483 SO. FT. Owner Address: 9840 DINAAKA DRIVE Total Bedrooms: 4 Permit Bedrooms: 4 ANCHORAGE. AK 99577 - This permit is for the construction of: M Disposal Field Z Septic Tank ❑ Holding Tank ❑ Privy All construction must be in accordance with: 1. The attached approved design. ❑✓ Private Well ❑ Water Storage 2. All requirements specified In Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72 ) and Drinking Water Regulations (18AAC80 ). 3, The engineer must notify DSD at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 ( 24 hours ). ( Not required for a Water Supply Permit only ). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. Received By- Issued y Issued By Date: 1 �� Date: Z o Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907)343-7904 ON-SITE SEPTIC/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. n�O-OS I -g Propertyowner(s) v f/1t/Je S/J/�-,-"A e% Day phone yyo- 92%Z Mailing address 2X yO 4/1✓/919A/l 'OA id2 Zip Code 9 .r7� Site address ia3/� /J'/20/a� 6✓�TC� 0/1- Zip Code 55.f77 Legal description (Sub'd, Block & Lot) {3f(oAbt.,lf4M K"i t- Z 6 !f Legal description (Township, Section & Range) Lot Size 59, L& Sq. Ft. THIS APPLICATION IS FOR (®all that apply): Absorption Field Septic Tank 1K Holding Tank ❑ Privy ❑ Private Well Water Storage ❑ Number of Bedrooms Y THIS APPLICATION IS AN: Initial Upgrade ❑ Renewal ❑ I certify that the above information is correct. I further certify that this application is being made for a Single Fam ilynd 'is in accordance with applicable Municipal Codes. � / (Signature of property owner or authorized agent) Permit/Rush Fees: /.jbu 4 11f Waiver Fees: Date of Payment: 717y.h Date of Payment: Receipt Number: U9q611Ar-%Receipt Number: (Rev. 11/05) Eagle River Engineering Services Christopher R. Wood, P.E. 10421 VFW RD. Suite 201 (907) 694-5195 tel Eagle River, AK 99577 (907) 694-3297 fax May 2, 2006 Dan Roth Manager, On -Site Services Municipality of Anchorage P.O. Box 196650 Anchorage, AK 99519 Re: Broadwater Heights Lot 2 Block 4 Narrative & Permit Application. Dear Mr. Roth: Eagle River Engineering Services (ERES) was contacted by the owner of the property noted above to design a well and septic system to serve a new 4 bedroom house Test holes on the upper part of the lot indicated free -draining soils from 1 to 4 feet below ground surface, with shallow bedrock. One test hole was excavated lower down on the property, and was found to have 8' of soil above the bedrock layer. We propose to design the new drainfield at this lower test hole location since it has a deeper soil deposit. Fill material will have to be imported on order to create the full 35' slope setback at 25% as required by the municipality of Anchorage. Water table monitoring indicated no water table to a depth of 8'. Advantex technology shall be utilized to minimize construction costs and to provide better quality effluent. The leachfield and septic tank shall be sized for 4 bedroom single family residence. The topography at the leachfield site is a consistent 15%-20% on a natural bench. Below this bench, the slope increases to nearly 60%. Fill shall be imported to create a slope of 24% for 35' below the bottom edge of the drainfield.toward the southwest. ERES is not responsible for any retaining wall design that may be required for stabilizing this fill wedge. A natural drainage gully is present along the southern boundary of the parcel. No surface water was present at any time during our site visits, and there is no indication that there has been any surface runoff in this gully in recent years. The homeowner installed a curtain drain and manhole for his foundation drain. We have shown its location on our site plan. This was not an engineered curtain drain, and it is not for the purposes of lowering a water table to create useable soil for a septic system. \2003\06-027SEPTICNARRATI VE The proposed 4 bedroom septic system and well will have very limited impact on adjacent properties for the following reasons: 1. The surrounding lots are large and currently vacant, so there is room for wells, septic systems and alternate sites. 2. Drainage will not be affected and is not a major consideration in our design. Installation of this 4 bedroom Advantex septic system and well, to our best available knowledge, will not adversely affect the wells or septic systems or reserve areas on adjacent lots. If you have any questions please call our office at 6945195. Sincerely, EAGLE RIVER ENGINEERING SERVICES Christopher R. Woo , P.E. Principal \2003%06-027S EPTICNARRATI VE LOT 6 LOT4 ® — TEST HOLE — — — EASEMENT • — MONITOR TUBE — PROPOSED LEACH FIELD o — SEWER CLEAN OUT EXISTING LEACH FIELD + — WELL ©_ DRIVEWAY WELL SEPTIC SITE PLAN ••""``� LEGAL: BROADWATER HEIGHTS LOT 2 BLOCK 4 OF OWNER::TOM DRAKE . jw CONTRACTOR: GUARANTEED SERVICES i *, 9 * �0, JOB 06-027 DATE: 7/27/20061 SCALE 1 "=50' i • EACLE RIVER ENGINEERING SERVICES �I��c"RlsCCE 10387 , 0 Ar 10421 VFW RD. SUITE#201 . , • • • , .� EACLE RIVER, AK. 99577 (907) 694-5195 FAX. • (907) 694-3297 LOT 1 I PROPOSED' WELL - 30 NO WELL+200' .. • ..• NO SEPTIC +30't Rp,IQSl _ 1 \ PROPOSED \ HOUSE \ INSTALL \NEW 5'735' .• 1/0• +200' RESERYE SI ••NO SEPTIC + W i t• I ♦ LOT 2 NSTALL /anyI NEW 1500 CAL VANTEX EBE TN- W/ TD / AX -20 FILTER1 ' ' Q 0 50' MIN ZIA= 4 ••^ 3 NO WELL+200' NTAXO SEPTIC +30' INSTALL OP I BULL RUN ^ CU I DIVERTER VALVE `� O I -- STALL AN MINRAM I'— RAINFELD m I I Ct�y LOT 5 APPROX OPE Oa�pN 3V CONTOURS 1� Cfr NO WELL+200' NO SEPTI' t�Ak O �N NO E �d NO VISIBLE RFACE WATER NO S SEPT7IC1C ++330'1 � LOT3 LOT 6 LOT4 ® — TEST HOLE — — — EASEMENT • — MONITOR TUBE — PROPOSED LEACH FIELD o — SEWER CLEAN OUT EXISTING LEACH FIELD + — WELL ©_ DRIVEWAY WELL SEPTIC SITE PLAN ••""``� LEGAL: BROADWATER HEIGHTS LOT 2 BLOCK 4 OF OWNER::TOM DRAKE . jw CONTRACTOR: GUARANTEED SERVICES i *, 9 * �0, JOB 06-027 DATE: 7/27/20061 SCALE 1 "=50' i • EACLE RIVER ENGINEERING SERVICES �I��c"RlsCCE 10387 , 0 Ar 10421 VFW RD. SUITE#201 . , • • • , .� EACLE RIVER, AK. 99577 (907) 694-5195 FAX. • (907) 694-3297 Eagle River Engineering Services Christopher R. Wood, P.E. 10421 VFW RD Suite 201 Eagle River, AK 99577-3294 (907) 694-5195 tcl (907) 694-3297 fax SPECIFICATIONS FOR ON-SITE SEPTIC SYSTEM—AIOA CERTIFIED INSTALLER LEGAL: Broadwater Heights Lot 2 Block 4 July 24, 2006 A. GENERAL 1. The septic plan is for a3 or 4 bedroom single family residence only. 2. The drawing and or site plan shall be a part of this specification. 3. All materials and workmanship shall meet the Anchorage Department of health and State Department of Environmental Conservation requirements. 4. All soil tests are advisory to the design and arc to be verified or modified in the field by the engineer. 5. All excavations and depths are advisory and are to be verified in the field by the contractor to meet Municipality of Anchorage, Department of Environmental Conservation requirements. 6. It is the responsibility of the owner to obtain all necessary permits or casements and to locate any adjacent multi -family wells. A licensed surveyor should locate any utility easements and exact 100' radius from the existing and neighboring onsite wells. 7. The excavation is to be exactly in the area shown on the site plan, any deviation requires engineer approval. 8. Any remaining open test hole excavations shall bctillcd and monitor tube removed. B. ADVENTEX SYSTEM AND SEPTIC TANK 1. Septic tank shall be a fiberglass or steel 1500 -gallon tank capacity of MOA approved construction for use with Advantex system. Install as per current manufacturers recommendations for conditions in Alaska. 2. Install one AX -20 filter pod over septic tank capable of treating600 gallons per day of waste flow. 3. A municipal inspection report or receipt from a licensed electrician shall be provided to the engineer verifying lift station wiring b all applicable codes C. DRAINFIELD 1. The drainficld is to be located as shown on the site plan. 2. The total depth of the initial drainficld excavation is to be at a maximum 2' deep, or as required to remove the topsoil layc; and end in native sandy SM type soil. 3. Continuous heavy mil visquccn shall be placed full depth of the sand and sewer rock on the downhill edge of the leachficld. Leveling sand, approximately 0.5' average depth will be required to level the trench after removing topsoil layer. 4. A one foot (1.0') layer of sewer rock is to be placed over the level sand layer. The 4" effluent piping is to be buried within the gravel layer with 2" of gravel cover over the piping, and 1.0' effective depth beneath the effluent pipe 5. The completed drainfield gravel and piping is to be covered with typar fabric material. 6. Soil or combination of soil and extruded board insulation to a depth of Y or equivalent is to be placed over the bed. Mounded side slopeson uphill side and ends are not to exceed 3:1. 7. The septic tank and lcachficld must not be closer than 100' to any existing private well, 150' to any Class "C" well, or 200 feet to any community well. X2003\06.027-Advantex spec SPECIFICATIONS FOR ON-SITE SEPTIC SYSTEM —r*IOA CERTIFIED INSTALLER LEGAL: Broadwater Heights Lot 2 Block 4 July 24, 2006 RECOMMENDED LEACHFIELD DIMENSIONS TOTAL DEPTH = 2.0 feet GRAVEL DEPTH = 0.5' under effluent pipe, 2" over pipe (1.0 feet total) LEVELING SAND = Approx. 0.5' of MOA approved sand DRAINFIELD LENGTH= 35' DRAINFIELD WIDTH= 5' SOIL RATING= 6 GPD/fl? BEDROOM CAPACITY= 4 max. EFFLUENT PIPE (GRAVITY)=1 run of 4" perforated pipe meeting MOA specifications. SEPTIC TANK = 1,500 Gal Advantcx compatible tank w/ AX -20 filter pod and lift basin, with room for an additional AX -20 filter pod. Twenty-four (24) hours notice required for all inspections \2003\06-027-Advantcx spec AEAGLE RIVER ENGINEERING 10421 VFW RD, SUITE 201 J 1 EAGLE RIVER, AK. 99577 0,* (907)•694-5195 FAX: (907) 694-3297 SOILS LOG - PERCOLATION TEST .�� ,, %CHR15CE 10387 PERFORMED FOR: TOM DRAKE DATE PERFORMED 7/20/2006-.1illivi ��- LEGAL DESCRIPTION: BROADWATER HEIGHTS LOT 2 BLOCK 4 TOWNSHIP RANGE SECTION Tl 4N. R2W, SEC.1 TEST HOLE # 1 SLOPE DEPTH 1� (FEET) I f I 1 2 6 a 9 10 11 12 13 14 15 18 17 18 19 21 BROWNOrOTSN T�pppp D RL BROWN SM SILTY SAND WITH GRAVEL •' BROWN SAND AND GRAVEL BEDROCK WAS GROUND WATER ENCOUNTERED? NO WATER TABLE DATA DATE WATER LEVEL 07/16/2006 NONE 07/26/2006 NONE SITE PLAN(NOT TO SCALE for r O..tiwe DATE GROSS TIME MRtI DEPTH TO WATER NET DROP 1 07/20/2006 4:31 0:00 2' MRi PERC TEST RESULTS READING DATE GROSS TIME NET TIME DEPTH TO WATER NET DROP 1 07/20/2006 4:31 0:00 2' 7 0 2 07/20/2006 4:41 0:10 2' 10 1116 3 1/16 3 07/20/2006 4:42 0:00 2' 7 0 4 07/20/2006 4:52 0:10 2' 9 1/2 2 112 5 07/20/2006 4:53 0:00 2' 7 0 6 07/20/2006 5:03 0:10 2' 9 1/4 2 114 7 07/20/2006 5:04 0:00 2' 7 0 6 07/20/2006 5:14 0:10 2' 9 1/4 2 1/4 9 07/20/2008 5:15 0:00 2' 7 1 120113 0120061 5:25 0:10 2' 9 3116 2 3/16 11 67/20/2008 5729 0:00 2' 7 1 12 07/20/2008 5:39 0:10 2' 9 1/8 2 118 percolation rate . 5 min/inch FI : g SOIL L B I TOPHER WOOD PERCOLATION TEST BY: CHARLES BALZARINI I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE:-7/? EAGLE RIVER ENGINEERING SERVICES P.O. Box 773294 Eagle Rivet, Alaska 99577 (907) 6945195 ERES Project No.: 06-016 Calculated By: CB Date: 07/27/2006 Legal: BROADWATER HEIGHTS LOT 2 BLOCK 4 TEST HOLE 1 11 Single Family 4 Bedroom Dwelling SMU*w Trench Subsurface MlasEswaEst Disposal Field Water use at 150 gallons per bedroom = Percolation rate = Wastewater application rate = Required absorption area = Trench width (W) _ Gravel depth (D) = 600 gallons 5 minutes per Inch 5 gallons per day per square foot 120 square feet 5 feet 0.5 feet Required length = Shallow trench factor • Required absorption area / W Shallow trench factor = (W + 2) / (W + 1 +2 D) Shallow trench factor= 1.00 '1.0 G Total Excavation Depth = 1<. feet Required length = ,2V feet LAst; �5 06-027 advantexcalc xis 11:53 AM07/27/2006 • '� Municipality of Anchorage a On -Site Water and Wastewater Program (907) 343-7904 sa cry CERTIFICATE 0`3 NEMS APPROVAL N - D rad ll� Parcel I.D. 050-081-78 expiration Date: 1. GENERAL INFORMATION <.` Complete legal description BROADWATER HEIGHTS BLOCK 4, LOT 2 Location (site address) 12316 BROADWATER DRIVE EAGLE RIVER AK 99577 Current Property owner(s) THOMAS & HILDEGARD DRAKE Day phone Mailing address Real Estate Agent 12316 BROADWATER DRIVE EAGLE RIVER, AK 99577 Day phone 2. TYPE OF DWELLING: ® Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 4 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well ® Individual Individual Water Storage ❑ Holding Tank ❑ Community Class _ Well ❑ Community ❑ Public Water System ❑ Public Sewer ❑ WaiverNariance request for: COSA to be released to the engineer, unless ot Y/I"Pf�quested by the engineer. v� COSA Fee $ 5 2,10 Waiver Fee $ Date of Payment a,!23V/5r Date of Payment Receipt Number 01C C) l 'LN Receipt Number COSA# c6cl5163$ Waiver# 5. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based on procedures outlined in the Certificate of On -Site Systems Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in.effect at the time of installation. Name of Firm ARCTERRA CONSULTING. INC. Phone 868-3791 Address 20441 PTARMIGAN BLVD., EAGLE RIVER AK 99577 Engineer's Printed Name KENNETH M. DUFFUS Date 9123115 Engineer's Comments: This investigation was completed in compliance with ADEC and MOA regulations. The assessment of the condition of the well and septic applies only to the conditions as of the day tested. The flow and absorption rates may change due to subsurface conditions that may not be observed from the surface, changes inland use, local soil characteristics, groundwater levels that may fluctuate during the year and the water usage of the family being servedby the system. The operational life of all well and septic systems are subject to these various and dynamic characteristics and are outside the control of the evaluator of the well and septic system. Therefore, ArcTerra can not give any estimate of how long a system will function satisfactory for current or future occupants or can ArcTerra guarantee that no unseen �- QE A encroachments, deficiencies or discrepancies exist. < �� Z t 49Ti1_. 6. DSD SIGNATURE , . System #1 Approved for bedrooms. � 9 IMNNE1 7DUF le w � System #2 Approved for bedrooms. Disapproved. Conditional approval for bedrooms, with the following stipulations: Original Certificate of Anchorage Development Services Division (DSD) issues Certificates of On -Site Systems Approval (COSA) based only upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. ATTACHMENTS: COSA Checklist X Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other COSA bh sheet_la10-12Am If more than 1 septic system is on the lot: COSA Checklist # of _ Structure served by this system _ Certificate of On -Site Systems Approval Checklist Legal Description: BROADWATER HEIGHTS BLOCK 4, LOT 2 Parcel ID: 050.081.78 A. WELL DATA Well type PRVT If A, B, or C provide PWSID # _ Date completed 81812006 Sanitary seal (Y/N) Y Total depth 400 ft. Cased to 44 ft. FROM WELL LOG Date of test 8/812006 Static water level 35 ft. Well production 1 g.p.m. WATER SAMPLE RESULTS: Coliform NEG colonies/100 mL Nitrate 3.23 mg/L Arsenic: ND ug/L Date of sample: 9110115 B. SEPTIC/HOLDING TANK DATA Well Log (Y/N) Y Wires properly protected (Y/N) Y Casing height (above ground) 24+ in. AT INSPECTION 812612015 26 ft. 0.64 g.p:m. Collected by: ARCTERRA Tank Type/Material SEPTIC -ADVANTEX/PLASTIC Date installed 6/1512006 Tank size 1500 gal. Number of Compartments 2 Cleanouts (Y/N) Y Foundation cleanout (Y/N) Y Depression over tank (Y/N) N High water alarm (Y/N) Y Date of pumping 9/1512015 Pumper A+1AnehbhaoeTa0l AdvantexMairitenange C. ABSORPTION FIELD DATA Date installed 811512006 Soil rating (g.p.d./fe or ft2/bdrm) 5 System type SHALLOW TRENCH Length 35 ft. Width 5 ft. Gravel below pipe 0.6 ft. Total depth 5.25 ft. (Measured 1/30/14) Eff. absorption area 175 fl? Monitoring tube Y 'Depression over field N DatO of adequacy test 81261AMd.20IJr Results (Pass/Fail) PASS For 4 bedrooms Fluid depth in absorption field before test 0 in. Water added 600 gal. New depth 0, in. Elapsed Time:1 min. Final fluid depth 0 in. Absorption rate z= 600+ g.p.d. Any rejuvenation treatment (pest 12 mo.) (Y/N & type) N If yes, give date D. LIFT STATION Date installed Size in gallons Manhole/Access (Y/N) "Pump on" level at in. "Pump off' level at _ in. High water alarm level at in. Datum Cycles tested Meets alarm & circuit requirements? E. SEPARATION DISTANCES WELL ON LOT TO: Septic tank/lift station on lot 88' (MOA 85' WAIVER ISSUED 20071 On adjacent lots 1001+ Absorption field on lot 100'+ On adjacent lots 1001+ Public sewer main 754 Public sewer manhole/cleanout 100'+ Sewer /septic service line 251+ Holding tank 1004 Animal containment areas 501+ Manure/animal excrete storage areas 1004 SEPTIC/HOLDING TANK ON LOT TO: Building foundation 5'+ Property line 51+ Absorption field 5'+ Water main 10'+ Water service line 10'+ Surface water 100'+ Wells on adjacent lots 1001+ ABSORPTION FIELD ON LOT TO: Property line 10'+ Building foundation 10'+ Water main 10'+ Water Service line 101+ Surface water. 1001+ Driveway, parking/vehicle storage 10'+ Curtain drain 50'+ (NONE KNOWN) Wells on adjacent lots 1001+ F. COMMENTS G. ENGINEER'S CERTIFICATION I certify that I have determined through field inspections and review of Municipal records that the above systems are in ponformance _ with MOA COSA guidelines in effect on this date.14� OF AZ� t Engineer's Printed Name KENNETH ht, pUFFUS . Date Q/25115 * - 9 TH COSA canary sheet 2-8-15.doc 7 1% xa /s i FE sroiats, Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 Elmore Street P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907)343-7904 Water Well Advisory Certificate of On -Site Systems Approval (COSA) # 151538 During a recent COSA on-site inspection and test of the potable water supply well on Block 4, Lot 2 of Broadwater Heights subdivision, the well's productivity was determined to be 0.64 gallons per minute. The minimum well productivity required by this Department (AMC 15.55) for a 4 -bedroom residence is 0.41 gallons per minute. Although the subject well currently exceeds this minimum requirement, all parties concerned are advised that the production capacity of the well may fluctuate. Restriction of non-critical water uses such as washing cars and watering lawns and gardens may be required. This advisory must be attached to all copies of the subject Certificate of On - Site Systems Approval. 249181 Mae ■■ aaaaaraa■ ■a■ ■ ■ ■aaa on ■a■ a Was on a aa■ on a No ■ ma a a .w a on ■ man a laaalla■ ■ ■ an ■ � �vanTexa Field MalnNnawn Report AnchlorageTank Annual Inspection 907-272 g.R4A Pmpwty Ownerinarking f nt Operator•— Current Thomas & Hildegard Drake Mike Blakeslee seo Addleee 2nd Comportment 12316 Broadwater Drive, Eagle River AK 99677 Previous cdrn o phone (907) 44.0.9272 Ax Sae 0 p County In P Ped p mte BNL P Date of Lt Inepepaen AX -T09692 SW060236 207074 RZID8773 07/25/2014 Retrieve O&M info Dalry flaw Rechc ratio. Timor =etfingm Perform Frald SomplinWOtrservations NTl! (16 x NrUa) PH (e-ei D6 (2-6) 7 Odor of Sam...ppllerrr Typical Musty ❑ Earthy ❑ Mold Nan -typical IKsulfjde ❑ Cabbage ❑ Dacey olbr film In PVu E3 Yes ;e..,/w . Foam m tank El Yes VIN. Check Control Panel Rad ro{Arnpa Dlsahargo Ampa 1 Audible and visual alarms Z--[IJryK / Dial tons telemetry only) 7yl Yes El No Inspect/Claan Pump system Impact RIa9dLid ..................... spike Box .... ................ Float Cords ................... Floats ........................ Pump........................ Blotubae Filter ... ........ . ..... Biotube Pump Vault .......... , , Reainmlenrig SPitnar Varve_ ...... Comments Clean Measure Swdge/Scum scum tst Comparhnent nt Previous Current Preykus 4f 2nd Comportment Current Previous Current Previous E( Inspect/Clean AdvanTex Piker Odor: Neral QPungont Blomat: Nanrml ❑ Excessive Bridging/Ponding: None/Minor ❑excessive Inspect/Claan Discharge Pump System Inspect RharA.id ❑ Splice Box ❑ Most cords Q InsPoctlService Other System Components Inspect Clean Pod Bottom Bottom cos P Intake Vent In t n Floats Pump inspect Clean Inspect Clean 016¢peetiah EWdpmert Dispersal laterlo alatlflcas � Ubnorvationn 16i'G..._. Additional Sarvkea Rendered ti ❑ Clomtod tome sheets? ❑ Replaced Iry hems? ❑ Rop.1116 Rod other Items? Parts Used, W = warranty, B = Billable (V appropriate seloctien) n a spm numoer Description Rnra�USafety Inspection iii R5V reinstalled ifY, Manilcld reconnected; tkah valvas closed Summery/III acomme-1 AAHons ❑ system Performing no "or action needed ❑ Cali for service .�Lfde honed on Control panel reactivated ❑ Tank needs pumping ❑Other! raa, VwMPIeLCq YOFIM TO I.099-4110rb-7494 ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT BETWEEN MUNICIPALITY OF ANCHOR AGE AND _(BUYER) -b, It THIS MAINTENANCE AND REPAIR AGREEMENT made andentered mto as of this ��1 nay of QL4V v"of 20_L, by and betw= x,11 t' ` 1 trta ' � y bac + 1 , herein the "OWNER," and the Municipality of Anchorage, herein the "MUNICIPALITY." In consideration of the mutual covenants contained herein, the parties to this Maintenance and Repair Agreement agree as follows: 1. Advaneed Wastewater Treatment &NUM. Municipality grants permission to Owner to utilize and operate an Advanced Wastewater Treatment System (AWWTS), described as Advent= AX20 Iocated at (legal description).. BROADWATER HEIGHTS BLK 4 Lot 2, 12316 Broadwater Dr. 2. psflWdgU. Alteration. Any change to the design or function of an AW WTS that includes the installation or removal of any parts, componerrts or pieces not included in the original construction permit and design. Certificate of On -Site Systems Approval (COSH). An approval by the Municipality of existing water and wastewater disposal systems given at the time of property sale and title transfer in accordance with Anchorage Municipal Code (hereinafter, "AMC" 15.65. These approvals certify that the systems are adequate for the homes that they support and meet the codes that were in place at the time of system construction. Damage. Any man-made or natural change in a system that would inhibit the system from performing as designed. Maintenance and Repair. The scheduled and as needed replacement of existing parts, components and pieces of an AW WTS that were included in the original design which would allow the AW WTS to continue to perform as designed. Permit. An On -Site Wastewater Disposal Permit as required by AMC 15.65 to construct and operate an AW WTS. 3. TPS. The term of this Maintenance and Repair Agreement shall begin on the date of approval by the Municipality to operate the installed system or issuance of a COSA, and shall continue while the AVMM is in use or is operational or until the property is sold or title is transferred by the owner and a new COSA is issued to the new owner or transferee of the property. 4• and R=oy2I of Prior to performing any alterations to an AW WTS, the owner agrees to obtain an On-site Wastewater Disposal Permit from the Municipality in accordance with AMC 15.65. AJ i_ !' _ '.i,; T A. Throughout the term of this Maintenance and Repair Agreement, the Owner shall maintain their AW WTS m a satisfactory condition capable of producing treated septic effluent in accordance with the equipment's approval for operation in the Municipality. The owner shall enter into a service at hent Wirt+ as AW WTD manufacturer of the AW WTS for the entire term of the AW WTO In addition, it shall be the responsibility of the Owner during the teem of this Maintenance and Repair Agreement, and any renewals thereof, at the owner's sole expense, to pay for any and all: (1) repair(s), (2) maintenance, (3) adjustment(s), (4) replacement costs, and (5) inspection costs. B. Owner agrees to comply with all applicable ordinance, laws, regulations, rules and orders for the AW WTS. C. Upon request by the Municipality, the owner agrees to provide the Municipality a written schedule of routine maintenance and repairs which have been performed on the system. When a record of maintenance is documented and maintained by the system vendor, the owner agrees to allow the Municipality access to this information. D. Owner acirnowle dges that the fine for failing to maintain and repair an AW WTS may be assessed in accordance with AMC 14.60 for improper discharge. E. Owner agrees that only maintenance and repair personnel approved by the Municipality will inspect and make any necessary maintenance, repairs or permitted alterations to the system. F. Owner agrees to grant the Municipality reasonable access to test and inspect the AW WTS upon 24 hours written notice. Cs. Owner agrees that any sate or transfer of title of the property will not occur without a new Certificate of On -Site Systems Approval. H. Owner agrees that the AW WT$ installation and maintenance requirements as provided by the AW WTS vendorlinstailer and approved by the Municipality are the governing guidelines for the construction, maintenance and repair of the Owner's AW M. 6. Nonwsiver. The failure of either party at any time to enforce a provision of this Maintenance and Repair Agreement shall in no way constitute a waiver of the provisions, nor in any effect the validity of the Maintenance and Repair Agreement or any part hereof, or the right of such party thereaft to enforce each and every provision hereof. 7. A, A. This Maintenance and Repair Agreement shall only be amended, modified or changed by a writing, executed by authorized representatives of the parties, with the same formality that this Maintenance and Repair Agreement was executed with, and such writing shall be attached to this Maintenance and Repair Agreement as an amendment. B. For the purposes of any amendment modification or change to the terms and conditions of this agreement, the only authorized representatives of the parties are. a. Owner: C. Any attempt to amend, modify, or change this contract by either an unauthorized representative or unauthorized means shall be void S. Jurisdiction! Choice of I.aw. Any civil action arising from this Maintenance and Repair Agreement shall be brought in the Superior Court for the Third Judicial District of the State of Alaska at Anchorage. The laws of the State of Alaska shall govern the rights and obligations of the parties under this Maintenance and Repair Agreement. g, QPVei W ity, Any provisions of this Maintenance and Repair Agreement decreed invalid by a court of competent jurisdiction shall not invalidate the remaining provisions of the Maintenance and Repair Agreement. BDate: /0 -,?0 IS ` 4,> (print name) STATE OF ALASKA' } )86. THIRD JUDICIAL DISTRICT } The f ago utg in"apt was ac i wle�ged before me this�day of 20�, by t5� 11 � fr-rL, . NOTARY PUBUG CHFgSiMA BPfCBAB EIi NOTARY PUBLIC FOR ASKA STATE OF MAM l6� 1f 1`� en Mis i r+ac�r�sosaeso+a My COIItini8S10n eXpires: L17. iluiLC_IPALM: By: (signature} Date: (print name) Title: