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Home My WebLink AboutCLEARVIEW LT 8Clearview Lot 8 #015-242-47 See the 7/9/15 letter from Garness Engineering describing repairs done to the system. The 2014 upgrade, was not needed or built. . t GARNESS ENGINEERING GROUP, Ltd CIVIL & ENVIRONMENTAL ENGINEERS July 9, 2015 Municipality of Anchorage Development Service Department On -Site Water & Wastewater Program 4700 Elmore Rd. P.O. Box 196650, Anchorage, AK 99519-6650 (907)343-7904 Ref: Clearview; Lot 8 — OSP#141498 - Memo concerning recent work on Lined IDSF (Intermittent Dosing Sand Filter), and Drainfield. To whom it may concern: During recent excavation work (by Wilco Contractors) to rebuild the existing lined IDSF system, it was discovered that the IDSF was surcharged because there was no outlet pipe, after the sampling port, providing continuity to the drainfield. It was also discovered that the inlet to the drainfield was simply capped off, and that effluent could not reach the drainfield. In short, it did not appear that the drainfield was ever connected to the IDSF. It should be noted that as soon as the outlet side of the sampling port was exposed, the IDSF drained itself completely within a matter of minutes. The IDSF itself was inspected in numerous places, and found to be free of any bio -matt material. In short, the IDSF did not require rebuilding, and was not rebuilt. After discussions with your department, Wilco Contractors proceeded to install a gravity feed 4" D3034 sewer line from a new sampling port, down to the drainfield. Double cleanouts were installed between the sampling port and the drainfield, and a new monitoring tube was installed (set to the correct elevation) in the IDSF. The flushing valves in the IDSF were found, repaired and extended above grade. Also, both cleanouts on the tank were replaced with code compliant 4" D3034. Please find the attached sketch of the new 4" sampling port, as approved during discussions with your department. If you have any questions, please contact Jeff Garness or Rob Campbell at (907) 337-6179. I.S. 3701 E. Tudor Road, Suite 101 * Anchorage, Alaska 99507-1259 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.gamessengineering.com TONY KNOWLES, GOVERNOR DEPT. OF ENVIRONMENTAL CONSERVATION DIVISION OF ENVIRONMENTAL HEALTH DRINKING WATER & WASTEWATER PROGRAM 555 CORDOVA STREET ANCHORAGE, ALASKA 99501 (907) 269-7505 March 3, 1998 Mr. Tobben Spurkland 203 West 15th Ave., Suite 203 Anchorage, AK 99501 SUBJECT: Lot 8 Clearview Subdivision - 8101 Alatna; Operation Approval New On - Site Class "C Well and Septic System Serving a Proposed Bed & Breakfast (B&B), ADEC Project Nos. 9821 -WW -318-120, 9821 -DW -318- 065, 9821 -WV -318-046. Dear Mr. Spurkland: This letter is in response to the information received in this office March 3, 1998, requesting operation approval of the recently constructed on-site water and wastewater disposal systems serving a proposed bed and breakfast operation. The Department has completed its review of the submitted information which included an as -built of the completed water system, wastewater disposal system, site plan, and water sample analysis for total coliform bacteria and nitrate. Based upon this review the Department has the following comments regarding operation approval of the recently constructed water and wastewater disposal systems: Public Water System: From the submitted information concerning the water system including the reported well flow test results it appears that the water system was constructed substantially in accordance with State Drinking Water Regulations (18 AAC 80.300). Results from the submitted water sample analysis for both total coliform bacteria and nitrate were satisfactory, and meets the requirements as a sanitary source of water. Assuming that the change in status from a single family residence to a proposed Bed and Breakfast does not significantly change the demand for water use within the residence, this water system meets the concerns of this Department. Therefore, in accordance with 18 AAC 80.300 approval to operate is granted by this Department subject to the following comments and conditions: This water system has been assigned the following public water system identification number (PWSID no.) 218552. Class "C" water systems are not required to routinely sample the water. However, to assure the owner/operator that the water provided to both the guests and residents from this water system meets sanitary requirements, this Department recommends routine annual sampling for both total coliform bacteria and nitrate. Attached is a copy of the completed Construction and Operation Certificate for Public Water Systems with the Approval to Operate section completed verifying this Department's approval to operate the water system. Wastewater Disposal System: From the submitted information it appears that the on-site wastewater disposal system which includes a deep trench receiving treated effluent from an intermittent sand filter was constructed substantially in accordance with the plans previously reviewed and approved by this Department. Therefore, in accordance with State Wastewater Disposal Regulations (18 AAC 72.200) approval to operate is granted. Attached is a Construction and Operation Certificate for Domestic Wastewater Disposal Systems with the Approval to Operate section completed verifying this Department's approval. Thank you for your cooperation with this Department, if there are any questions regarding the above please do not hesitate to call. Sincerely, Michael Lu g:lawdoMluklrvw18.ltr Environmental Engineer cc: Jim Cross, MOA/DHHS/On-Site Services /LACCTUdL CHEEK '�/ � '!r•IYF� y/ i � I I � v isj �•'�4°*Htic"ss��• `\ � scat E. i• = sn n � ro69EN SPU Ano P_E_ LOT H CTEARVIET SID scmc s.s*o,I ss ew)T 205' w 15TH. AVENUE l ANCH, AK, 99501 810) a4IN! 0<4_ MAP F 199 l000 ceR,srue m sn„ -are. neo .xa_m_ao aKlvut - � 1 — — ,AVIIIlf O .� s. rif.l.11m sit ..o -.....d mo TOP VIEW ''AAc`csi"'V SIDE VIEW T089EN uu9xuxo =.: 10 t % SAND FILTER EPn= 5rnn .. 9wu xoa w 15N. AVcxuc ANCH. AN. 99901 nnrz: wpcxt INe 'Nds. sNE1.t.1 / 991Ej1740 vvnw-m-r wer-nn-+:r-.eV =D 013-142-0 aY�OWG m �arn< WI Sm Ave = COT 8, CISARVIBB TJO SEPPC trope A99501 91D1 ALAINA Na 05-W 47 � Ln Yf Sewer Rq;k (" Dlsllemlan � Mlmll lep WI Sm Ave = COT 8, CISARVIBB TJO SEPPC trope A99501 91D1 ALAINA Na 05-W 47 01/20/98 16:26 FAX 907 343 4220 Community Planning 0 • MUNICIPALITY OF ANCHORAGE PLATTING AUTHORITY RESOLUTION NO. 97-29 ANCHORAGE DISTRICT ild1002 A RESOLUTION APPROVING THE PLAT NOTE MODIFICATION TO ALLOW A 10 FOOT ENCROACHMENT INTO THE 100 SEPTIC SYSTEM SETBACK NOTE ON THE PLA LOT 81ONLY CLEARVIEW SUBDIVISION ZOCATED WITHIN THE SW 1/4 OF SECTION 24, T12N, R3W, S.M., ALASKA. WHEREAS, a petition has been received from Michaelson and Daughter to alter the existing plat note number 1 concerning septic system setback from the creek, located within the SW 1/4 of Section 24, T12N, R3W, S.M.; Alaska, and WHEREAS, notices were published, posted and mailed and a public hearing was held December 3, 1997, NOW, THEREFORE, BE IT RESOLVED by the Platting Board that: 1. The Board makes the following findings of fact: a. The original plat note can be modified for Lot 8 because the State Department of Environmental Conservation has approved the encroachment for Lot 8 only. b. The Municipal Department of Health and Human Services had no . objection. C. The type of septic system installed is of such high quality quality that State Department of Environmental Quality indicates it will have minimal impact on the creek. 2. The Board APPROVES the request subject to filing a resolution with the State District Recorders Office. PASSED AND APPROVED by the Anchorage Platting Authority this 3rd day of December, 1997. Sheila Ann Selkregg, Ph.D., Henry D. Penney, Secretary Chair Case S-10189 Return to: Municipality of Anchorage Dept. Community Planning & Development P.O. Hoz 6650 Anchorage, AK 99519-6650 Attn: Margaret O'Brien c J:T5RES01P9HE609M7-1a.1)0C DEPT. OF ENVIRONMENTAL CONSERVATION DIVISION OF ENVIRONMENTAL HEALTH DRINKING WATER & WASTEWATER PROGRAM 555 CORDOVA STREET ANCHORAGE, ALASKA 99501 Mr. Tobben Spurkland 203 West 15th Ave., Suite 203 Anchorage, AK 99501 i TONY KNOWLES, GOVERNOR RECEIVED DEC 8 1997 Municipality of Anchorage Dept. Health"TIMeffta December 2, 1997 SUBJECT: Lot 8 Clearview Subdivision - 8101 Alatna; Construction Approval New On -Site Class "C" Well and Septic System Serving a Proposed Bed & Breakfast (B&B), ADEC Project Nos. 9821 -WW -318-120, 9821-DVV-318- 065, 9821 -WV -318-046. Dear Mr. Spurkland: This letter is in response to the information received in this office November 14 and 17, 1997, requesting construction and operation approval for a proposed Class "C" public water and on-site wastewater disposal system. From the information submitted and previous discussions regarding this project it appears that due to the soil conditions and physical constraints of this site there are limited areas in which to place an on-site wastewater disposal system. The Department has completed its review of the submitted information which included a cover letter, site plan, engineered design drawings, well logs, soils logs, hydrogeologic studies and wastewater treatment design calculations. Based upon this review the Department has the following comments: Horizontal Separation Distance Waiver: A review of the submitted information indicates that the proposed absorption trench for the on-site wastewater disposal site is constructed within the required 100 -foot setback requirement from a surface water body. After careful review of the submitted information including soils logs, and surrounding well logs, it appears that the separation distance of 90 feet as reported, should present minimal threat of contamination of the surface water body (South Fork Little Campbell Creek) flowing through this property. A site inspection conducted December 1, 1997, found a separation distance of 92.5 feet from the creek to the middle of the absorption trench cleanout. Therefore, in accordance with State Wastewater Disposal Regulations (18 AAC 72.015) approval of a lesser horizontal separation distance of 90 feet between a wastewater disposal system and a surface water body is approved. Public Water System: When a single family residence is used for the purpose of a Bed and Breakfast, the on- site private water system is reclassified to a class "C" public water system. The submitted site plan indicates that a separation distance of 110 feet is requested between the septic tank and the on-site well, which is less than the required 150 feet for a class "C" source well. A site visit found that the sand filter which is under construction is approximately 124.5 feet from the well casing. After careful review of the submitted information it appears that for the intended usage of this well the lesser separation distance of 110 feet requested to a septic tank will present minimal threat of contamination assuming that demand on the well for a Bed and Breakfast does not significantly differ from a single family residence. Operation approval of this water system will require submittal of a well flow test, design calculations verifying system will meet both peak and daily demand requirements, and satisfactory analysis for total coliform bacteria and nitrate. Attached is a copy of the completed Construction and Operation Certificate for Public Water Systems with the Approval to Construct section completed verifying this Department's approval to complete construction of the water system. Wastewater Disposal System: For the intended usage of this residential dwelling (four bedroom single family residence) and the in -site soil conditions as detailed in the submittal, it appears that the soil absorption trench (150 square feet) is adequately sized based upon the intermittent sand filter system proposed for this site. Therefore, in accordance with State Wastewater Disposal Regulations (18 AAC 72.200) approval to construct is granted subject to the following conditions: 1. All installation activities will need to be monitored under the supervision of a Professional Engineer (P.E.). 2. The monitoring tube for the soil absorption trench should be placed at the end of the trench. Operation approval will require that s -built drawings under the stamp of a P.E. be submitted to this office within 90 days of completion of this project verifying soil conditions, water table, and impermeable strata separation. Attached is a Construction and Operation Certificate for Domestic Wastewater Disposal Systems with the Approval to Construct section completed verifying this Department's approval. While routine sampling of Class "C" public water systems are not normally required, this Department recommends that annual sampling for total coliform bacteria and nitrate be conducted to assure users of this facility that this well is producing a sanitary source of water. Please reference the assigned public water system identification number (PWSID no.) 218552, when submitting future water samples so that this system maybe properly credited. Thank you for your cooperation with this Department, if there are any questions regarding the above please do not hesitate to call. Sincerely, ;1%44 Michael Lu g:WwtloMlulGrvwlB.ltr Environmental Engineer cc: Jim Cross, MOA/DHHS/On-Site Services T.SPURKLAND P.E. 203 W. 15th. AVE. SUITE 203 ANCHORAGE, ALASKA 99501 (907) 279-3916 Fax (907)-276-6013 Municipality of Anchorage Department of Health and Social Services 820 I Street Anchorage, Alaska 99501 Subject: SW950155 PID # 015-242-47 Gentlemen; RECEIVED SEP 19 1997 Municipality of Anchorage Dept. Health & Human Services September 19, 1997 LOT 8 CLEARVIEW S/D TODD CHRISTIANSEN I �, a, j �r t t, y q ""'WSeR r, 0) A permit for a well and septic system installation was issued for this property on July 13, 1995. The well and drainfield were installed in 1995, however the intended Orenco Intermittent Sandfilter was not. In order to develop this lot the owner had to place a substantial structural fill to create a building site. Retaining walls were supposed to prevent this fill to encroach onto the absorption field area. The owner neglected to build the called for retaining walls with the result that the installed drainfield is covered with approximately 12 feet of fill. The cleanouts and monitor tubes extend through the fill. Likewise is the required replacement site covered by a substantial fill. The permit has expired, and because of the extent of the fill, a redesign of the ISF is required. We are submitting a revision to the original proposal, showing a 10x36 feet sandfilter placed in the fill. Please review this submittal and issue a new permit. Yours Tobben urkland P.E. K 6'TF ' Owrwv- \ _ _ _ - \ \- - - \ NO GOOD 7 / S S S N WL& / J fNT T CHY TRfNCli I1 O TD 6.51 fTG 5 TL 30 ORf-NC ND flL R m Q / T , RD2.5I fTi z'� '✓ ,/ // ' /� //,T SPO •,'. 1140 I L rt 1 I / � I ...... . .r. _ R.. ..... .... T HEN SPURKl ••D �♦✓!.� NO. CE -222 Vi •♦��44r�pP, \ 25 0 25 50 75 100 125 1�0 FESSV' 0'• \ SCALE- 1' = 50 FL TOBBEN P.E. LOT 8 CLEARVIEW SID SEPTIC SYSTEM DESIGN 203 W 15TH.5TH. AVENUE AVENUE ANCH. AK. 99501 8101 ALATNA DATE: SEPT. 19, 1997 279-3916 TODD CHRISTIANSON SHEET: 1/4 GRID: 2740 IPERMIT NO SW97XXX P1D015-242-47 CLV00082.DWG I � /9' Crh 4P PVC -L n +arn f — 314-L- ]AirL 4 1 1/9' Men;-fe-lN--T ca 9 ss-, 25 S QVC Ute, P e MONITOR 0 can u ccess — 30 Ml( PVC LJner 2' Insulotlon all sra'es, and top ........ . s 49th/ Tt .... .......... ..... T BBEN •SPURKLAND //+ C . �. fj'.•.•. No. CE -2225 ••, ar TOP VIE W♦�� S ��:•'� .5, Pea ravel _ CPP MUNI _ - - FIL TER SAND .'.AIR.CIN£•'....-..'....-'.'.'.''''.'.'.'...'.'.. .5' PEA GRAVEL 0000 0 0 SIDE VIEW TOBREN 203 W 15TH.5TH. AVENUE AVENUE P.E. /0 xa6 SAND FILTER SEPTIC SYSTEM DESIGN ANCH. AK. 99501 LOT 8 CL£ARVI£W 11 DATE: SEPT. 19, 1997 279-3916 TODD CHRISTIANSON SHEET: 314 GRID: 2740 PERMIT NO SW97XXX PID j 015-242-47 CLV00084,DWG DRAINFIND 2 FT WIDE 30 FT LONG 2.5 FT OF ROCK 6.6 FT TOTAL DEPTH 4 FT OF COVER 1500 GAL STEP TANK 24" Sewer Rock — 4" Distribution Pipe Miroti 140 - 30 Sample Access. 8—Inch Sump P O ORENCLI SAND FIL TER BENCH MARK: BASEMENT F. F. ASSUMED ELEV. 1120.00 IlV6OL/Y J!"VItftLH/YU r. t. I I LOT 8, CLEARVIEW SID I I SEPTIC SYSTEM DESIGN I A W15th Ave 8101 ALATNA DATE: SEPT 19, 1997 Anchor qe Ak 99501 2Z9-3916 TODD CHRISTIANSON SHEET 4/4 GRID: 2740 PERMIT NO: XXX PID j/ 015-242-47 CLV00083.DWG !o uc 47 C e'j' g CIeGrVie.� S!D • a fi Kim util css -P w� z � � e Fi 6 0 ,aS m If 7 P e >r Kim util css -P w� z � � e Fi 6 0 ,aS m If 7 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 ON-SITE WELL AND WASTEWATER DISPOSAL SYSTEM PERMIT PERMIT NUMBER:SW950155 DESIGN ENGINEER:TOBBEN SPURKLAND, P.E. OWNER NAME:CHRISTIANSON TODD R OWNER ADDRESS:7801 KLATT RD ANCHORAGE, AK PARCEL ID:01524247 LEGAL DESCRIPTION: bt,"a RVI'w`k -:8 LOT SIZE: 65995 (SQ. FT.) NUMBER OF BEDROOMS: 4 THIS PERMIT: 4 THIS PERMIT IS FOR THE CONTRUCTION OF: DISPOSAL FIELD /SEPTIC TANK / WELL SYSTEM ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH: PAGE 1 OF 1 DATE ISSUED: 7/12/95 EXPIRATION DATE: 7/12/96 1. THE ATTACHED APPROVED DESIGN. 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 DHHS AT LEAST 2 HOURS PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY CALLING 343-4744 ( 24 HOURS ) . (NOT REQUIRED FOR WELL ONLY PERMIT) 4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING WEATHER MUST BE EITHER: A. OPENED AND CLOSED ON THE SAME DAY B. COVERED, SEALED AND HEATED TO PREVENT FREEZING 5. THE FOLLOWING SPECIAL PROVISIONS. SPECIAL RECEIVE ISSUED DATE: 713 /Ll`� DATE:— Z_ 4,1 T. SPURKLAND P.E. 203 WEST 15TH. AVENUE SUITE 203 ANCHORAGE, ALASKA 99501 (907)279-3916 Fax (907)-276.6013 Jim Cross Municipality of Anchorage Department of Health and Human Services On -Site Service Section 820 L Street Anchorage, Alaska 99501 Subject: Lot 8 Clearview S/D PID 015-242-47 Gentlemen; �y RECEIVED JUL 51995 Municipality of Anchorage Dept. Health & Human Services July 3, 1995 In response to your letter of May 8, 1995, I checked the water levels in the two testholes on May 27, 1995. TH #I had 33 inches of water which puts the water level at 11 feet below ground surface. Testhole #2 was dry to 8 feet below ground surface. A standard septic system is not appropriate for this lot. In order to develop the lot the owner intend to place approximately 5000 yd of fill . Several retaining walls are planned in order to keep the slopes at a reasonable level. The resulting slopes will be from 1:2 to 1:3 which is too steep for a trench or a bed. A retaining wall will be built to specifically maintain a level slope at the suggested drainfield location. A revised siteplan, showing the proposed final grades are included for your benefit. The Building Department will not review the construction plans without a well and septic permit. Please issue the permit at your earliest convenience. Yours Tobben Sburkland P.E. T.SPURKLAND P.E. 203 W. 15th. AVE. SUITE 203 ANCHORAGE, ALASKA 99501 (907) 279-3916 Fax (907)-276-6013 Municipality of Anchorage Division of Environmental Health Department of Health and Social Services 820 I Street Anchorage, Alaska 99501 Subject: Well and Septic System Permit Lot 8 Clearview S/D PID # 015-242-47 Todd Christianson Gentlemen: April 5, 1995 We are applying for a well and septic system permit for this property. A permit was issued in 1990 but the lot was not developed. This is a problem site and conventional septic systems ( trench, bed, or mound) would not perform well. The problems with the site are: The east 1/3 of the lot is wet with standing surface water in several locations. 2. Corwin observed high groundwater levels ( 4.7 ft) in the center portion of the lot in March of 1989. 3. The creek along the north lot line eliminates the north portion of the lot for septic systems. 4. The natural groundslope exceeds 25% in some places in the southeast section of the lot. 5. The basement elevation of the proposed residence will be at 1120. This will require an access road to the septic tank for maintenance. The tank can not be pumped from the drive and parking which is at elevation 1130. An access road is indicated on the siteplan. o� l ' Q rM - O m T G ^� '" c � �> L m 0 z We are applying for a well and septic system permit for this property. A permit was issued in 1990 but the lot was not developed. This is a problem site and conventional septic systems ( trench, bed, or mound) would not perform well. The problems with the site are: The east 1/3 of the lot is wet with standing surface water in several locations. 2. Corwin observed high groundwater levels ( 4.7 ft) in the center portion of the lot in March of 1989. 3. The creek along the north lot line eliminates the north portion of the lot for septic systems. 4. The natural groundslope exceeds 25% in some places in the southeast section of the lot. 5. The basement elevation of the proposed residence will be at 1120. This will require an access road to the septic tank for maintenance. The tank can not be pumped from the drive and parking which is at elevation 1130. An access road is indicated on the siteplan. In 1989 Corwin obtained a permit to install a bed system on this lot. Based on the topographical information available, the lot is too steep for a bed or a mound. The presence of groundwater precludes the installation of conventional trenches, unless the upper portion of the sidehill is utilized. This will conflict with the building site, and will most likely conflict with AMC 15.65.060.A.2a. A short trench, and a replacement trench, can be installed uphill from testhole #1. This location does not conflict with AMC 15.65.060.A.2.a, and will be above the high groundwater elevation. We request that an Orenco intermittent sandfilter be installed on this lot. The monitoring of the systems presently installed in Anchorage shows that the systems are working satisfactory when installed with air supply and small dosage discharge. This system should perform well on this lot, and will in the long run protect both the groundwater and the surface waters. Yours umesyrcmoenpn 0- PUTUAND Pew :W?m]m ..V).3D i 9916 F.. 009F2eHnO SERTIC SYSTEM DESIGN - LOT B CLEARVIE W TODD CFDLSTLANSON Grnundwi 12fr. use Omnco.Sand Fllmr Soil Rmi Form ml Febnary f6. 1995 4 mi,A6 4gal /sq, fl. No of Sediment 4 RequuedAmper BMronm: 150/4= 39.5eq.R. Tmnlamarequired4x]25=I50 sq L Fioa Floor Elevation 120.00 Grund Elevation at Alempdcn Field 1W.W "Ro-[M1ole Todl Oept5 14k Gmundwatvn. 12 R. Install tock between and 6.5 feet LengmoFTrench 1501(2.25)—)G (FE] SYS IEM CONFIGURATION ORENCO SAND FILTER STEPTANK 1500 GAL. ABSORPTION TRENCH: TOTAL DEP1H'. 6.5 FEET EFFECTIVE ROCK DEPTH:. 25 FEET COVER: 4.0 FEET The in.Re"Reion of dis optic system will not prevent WRIS from he imtilled or he adaam lots, There art no developed m nmwel Smfm.'e t sob surface crooner, courses on Nu or the rejnunt Ins; The proposed Sister rystw will not rouge the gmaal alone of We a ea. Pending aii rancenueenn ofmrkce mnoffwill navendt from Hds froallmion. \ I TRAIL AND DRAINAGE EASEME _ \ --L--- LOT Lal 9 _ _ _ CREEK OFFSET — _ Lar 8 l `V I VACANT VACANT I I I� I �LI 1� O� RT 9 P P A� I Well -v Lar 10 11 i i.. n....49th............... i i...... . ............. •IC✓ •• No. CE -2225 #4k ROFES..... 50 0 50 150 200 250 300 SCALE- 1' = 100 FT TOBBEN SPURKLAND P.E. LOT 8 CLEARVIEW SID SEPTIC SYSTEM DESIGN 203 W 15TH. ANCH. AK. AVENUE 99501 8101 ALATNA DATE: JANUARY 12, 1995 TODD CHRISTIANSON SHEET: 1/4 GRID: 2740 E — — — �� _ / �.- l/ 1 �y s �� / / / BR N p SAND F1 C CTf� / / SIB • ��// % T� l a Well rr - ++++ INO 1144 t ' 49th �•••• • • ••................. ••• TD EN SPURK D, � • •� r' NO—CE-2225 ,,• es o es so 7s roo res rho ♦� �F�pRaFES..... T • \ SCALE, I' = 50 F ITOBBEN SPURKLAND P.E. I I LOT 8 CLL,ARVIL,W SID I I SEPTIC SYSTEM DESIGN I 203 W 15TH. AVENUE DATE: JANUARY 12, 1995 ANCH. AK. 99501 8101 ALATNA �,,,,,� „�_,a,G TODD CHRISTIANSON SHEET: 114 GRID: 2740 IFrom STEP Air Line Pill / 314' 4P L era( 1- /4' Manif Id Typicoi MD 17 ' Cf a ss 1 5S oll d PVC Und rdroin Clean ButAccess \ 30 Mil PVC Liner u SAMPLING WELL ♦ 49th '; �I .. 5' t 2'Fl l ter Sand Central Paving Products 5' SIDE VIEW I iudtj L. IN 'r"7LANu r.c. I I IWO SAND FILTER I I SEPTIC SYSTEM DESIGN UE I 203 W 15TH. AVEN CDT 8 CCEARVIEW DATE: APRIL 5, 1995 ANCH. AK. 99501 TODD CHRISTIANSON SHEET: 3/4 GRID: e740 l9m1 979-391 F 2 FT WIDE 30 FT LONG 2.5 FT OF ROCK 6.6 FT TOTAL DEF 4 FT OF COVER 30 O Sample Access. 8—Inch Sump 1500 GAL STEP TANK WITH 4 -INCHES OF INSULATION NO SCALE F01% "00000000000`10000 24" Sewer Rock — 4" Distribution Pipe Mirati 140 - 1107 6UUUU 1094 1091 GW 5/8/95 1088 GW 2/16/95 1086 80770M OF HOLE �d�• 49th �E ••T• •• B EN SPURKLAND !' DFFSSI�\-",i 1116 1A 1500 Gal STEP I f [21 1101 )71)RENCO SAND FIL TER BENCH MARK.• BASEMENT F. F. ASSUMED ELEV. 1120.00 I 203 W th AveNU r. L. I I LOT 8, CLEARVIEW SID I I SEPTIC SYSTEM DESIGN I 203 W15th Ave 8101 ALATNA DATE: APRIL 5, 1995 Anchoraqe Ak 99501 97_q_,ig76 TODD CHRISTIANSON SHEET' 414 GRID: 2740 ''}—' AA 1 (ENGINEER'S SEAL) IA Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 nom% //SOILS LOG — PERCOLATION TEST PERFORMED FOR:}L'1GfCG'C® (�L1ai$K ALO-✓rM DATE PERFORMED: LEGAL DESCRIPTION: L414 -16B Township, Range, Section: 1 SLOVE AN It 2 ley 5°l� 5 c' s cX [a ra t/ 6 8 ` VV s; 9 10 ' WAS GROUND WATER t ENCOUNTERED? E. IF YES, AT WHAT L DEPTH? O 12 ., P E r" ) Depth to Water Ag 13er MongeringT � gate: 3 14 a BOT 1 b o r 15 (r} tl t_ ENL 16- 17 18- 19- 20- COMMENTS 81920 COMMENTS PERCOLATION RATE (minutes/inch) PERC HOLE DIAMETER PERFORMED BY: �J -� I r CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 72-008 (Rev. 4/85) e Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG - PERCOLATION TEST (ENGINEER'S SEAL) 1��1 PERFORMED FOR: I li' ceoo l�lil.rt g {.�,pty(�(.V7 DATE PERFORMED: 2 lto E q 1 1 D F LEGAL DESCRIPTION: h0 L (0 ��Qav, ✓ i -eAAr Township, Range, Section: 4 ET 1 F 3 ILII II �i� 4 5 10 D u d 6- 7 7 o H •r 9 b �r J J 10 L 1BOT 1 OWl O r 11 LA 0 _ �_= 12 13- 14- 15- 16- 17- 18- 19- 20 314151617181920 COMMENTS SLUYE WAS GROUND WATER ENCOUNTERED? S IF YES, AT WHAT L DEPTH? O P E Depth to Water After Monitoring? _ Date: a Z 2 ZIS PERCOLATION RATE tminutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN FT AND FT PERFORMED BY: T-1 I -Q. CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: AltJ j q q 72-008 (Rev. 4/85) 615--2v2-q7 10019 M -W DRILLING, Inc. P.O, Sox 110378 • 10330 Old Seward Highway - (907) 349-8535 ANCHORAGE, ALASKA 99511 DRILLING LOG Well Owner TODD CHRISTIAN58mN® Use of Welt DOMESTIC Location (address of: Township, Range, Section, if known; or distance main road 10T A fl FARtlTFW SIIRDTVTSTON• 8101 AI ATNA ANCHORAGE, ALASKA Sized casing 6" Depth of Hole a feet Cased to 80.60 Leet Static water level 7 ft, (Rft) (below) land surface. Finish of well (check one) open end ( X ) ; Screen ( ); Perforated 1 ), Describe screen or perforation Ny/A Well pumping test at __G+ gallons pe$ ( g) (minute) for 1 hours with 100% ft. of drawdown from static level. Date of completion 71 SFPTEMRFR 1 Qqq WELL LOG Depth in feet from ground surface Give details of formations penetrated, size of material, color and hardness ----a—TO 2 CASING STICK UP Z TO 4 ROAD BASE GRAVEL ----4.--TO—A-- 8 TO B 8 TO 25 --i5—TO--i—l- 31 5TO31 31 TO S4 34 TO 73 73 TO L1 TO TO TO TO TO TO TO wF+anry 0 Dept. Health &Human ServicQQ 3r CONTRACTOR MUN1t_1KAL11 Y O1 .. AI'll t,HOHAGE Department of Health & Human Services 825 L Street, Anchorage, Alaska 99501 343-4720 ON -SITE SEWER PERMIT Permit Number: 900051 Date Issued: (/3/16/90 Engineer Designed ' Owner Name: SECURITY NATIONAL TRUST Day Phone: �wner Address: P.O. BOX 240367 345-2122 ANCHORAGE, AK 99524 Parcel Id: 015-242-47 Lot Legal: Subdivision: CLEARVIEW SUBD. Lot: 8 Block: - Section: 24 Township: 12N Range: 3W Lot Size 65995 (sq.ft. or acres) Max Bed'ooms: lnis Perm1t: 4 Total Capacity: 4 %P|]C [AHK: Minimum total septic tank capacity: 1,250 gallons. Each septic Lank must have at least 2 compartments. Depth to top of septic tank(s) { 4.0 teet requzres insulation over tank(s). INFORM D.H.H.S. PRIOR TO INSPECTIONS BY ENGINEER, IF AFTER OFFICE HOURS, CALL 343-4681 AND LEAVE A MESSAGE, CUNS[RUCT PER ENGINEERS ATTACHED DESIGN. [HlS PERMIT EXPIRES 12/31/90 AND VALID FOR A SINGLE-FAMILY HOME. RE!^LACE THE 2 FEET OF PEA7 WITH 2 FEET OF SAND AND PLACE GRAVEL AND PERFORATED PIPE ON TOP. l CERTIFY THAT: 1, l am familiar with the requirements for on-site sewers and wells as set forth by the Municipality of Anchorage (MOA) and the State of Alaska. 2, l will install the system in accordance with all MOA codes and regulatzons, and in compliance with the design criteria of this permit. 3. l will adhere to all MOA and State of Alaska requirements for the set back distances from any existing well, wastewater disposal system or public sewerage system on this or any adjacent or nearby lot. 4. l understand that this permit is valid For a maximum of 4 bedrooms. l also understand that the capacity of the total system is 4 bedrooms and any enlargement will require an additional permit. Signed: DATE: lssue'd Uy: ��.... .... .*�___________ - PROPOSED BED 46DRP'I��ISUs��a�li.s�= 9o0tr{t• 4 3' = 9035t B E D REMOVE EXIST. PEAT LAYER 2'± ?FOP. -RE-PLACE W/ 0" OF I M PO U E D WEL-L QUA L I TY SA N D SAT E R AT .150,e -r, CONSTRUCT BED -OKI SAND Z'- MOUND FILL ALATNA 2- 0 \' _ '4_GKADE 2' PEAT - o . RMOVE zK 4 _PE eF PIPE TYP. o.o Sw zv IMPOPTED SAN D o� SW J 43' FEOM.10 TAU K O N >n M6W=4Oe PIPE *QAlL � p�A1NAGE SM 7' !o' GEgEK pgAl(`� ES►'� 1 TEST HOLE PEOP. J'z:zoyl PEOP BED Zf'r43' TAN K� I , oA PES EKV E A-ZEA C P to P. 4000,& 148DeM� \� o 1 � -0-7 -•SEWER. SYSTEM .. LOCATION -PLAN - LOT BLOCK SUBDIVISION CLEARVIEW SUBO. r Of A®� SECTION/TOWNSHIP/RANGE .�! ®®�,ar�e• e• �8- S W Y4 5 Z 4- T lz tq I` 3W • •• SCALE s NOTE THE ACCURACY OF LOCATION OF EXISTING �I = /OO, PROPERTY CORNERS, WELLS, AND SEPTIC i e q e e®e e•e*ea r' DRAWN BY. SYSTEMS INDICATED IS NOT EXACT. i• J�eel KeESS DIMENSIONS INDICATED HAVE BEEN NORTH ® " DETERMINED BY USE OF CLOTH TAPE AND e • NOT BY SURVEYING TECHNIQUES. eeeee ea e•e a- a y+ ;o:...••nw:..:.,.... •.,�. .w�.>�>Mk�•n• ^� •�^"-' ^^"" '" '' ru I Corwin W CFr5:89 PREPARED FOR - 5 Y.STEII S `S4!` SHEET I OF I • I� C >R • ..r Municipality of Anchorage T DEPARTMENT OF HEALTH &HUMAN SERVICES f.� 825 "L" Street, Anchorage, Alaska 99502-0650 � SOILS LOG - PERCOLATION TEST q PERFORMED FOR: S DATE PER LEGAL DESCRIPTION: L e �Township, Range, Section: 544 j" 2ul Su SLOPE DEPTH (FEET) ra ,(E�Is7 'S SEAL) Net Drop 1 PERFORMED FOR: S DATE PER LEGAL DESCRIPTION: L e �Township, Range, Section: 544 j" 2ul Su SLOPE CW2 SITE PLAN lO y WAS GROUND WATER END ENCOUNTERED? S 11 IF YES, AT WHAT - 7) p L4:_ DEPTH? / P 12 E Depth to Water After , 13 Monitoring? 4 - y Date: 14- 15 16- 17 18 19 Reading Date Gross Time DEPTH (FEET) Depth to Water Net Drop 1 �— OL r•�eu-+ 2 3 S GI 4 Sa ncrC c� ra v� �5 5 6 e 7 K*r_ SCt nlJ� 7 0 irk0-rr 2 4 -7' 8 9 CW2 SITE PLAN lO y WAS GROUND WATER END ENCOUNTERED? S 11 IF YES, AT WHAT - 7) p L4:_ DEPTH? / P 12 E Depth to Water After , 13 Monitoring? 4 - y Date: 14- 15 16- 17 18 19 Reading Date Gross Time Net Time Depth to Water Net Drop 20 PERCOLATION RATE (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEQN FT AND FT t COMMENTS St PERFORMED BY:P�7�p ?1N y �OERTIFY THA THI TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINFE ON THIS DATE. DATE: 72-008 (Rev. 4/85) Municipality of Anchorage On -Site Water and Wastewater Program (907) 343-7904 s A f C T_V Certificate of On -Site Systems Approval Parcel I.D. 015-242-47 Expiration Date: O.lj 1. GENERAL INFORMATION: Complete legal description CLEARVIEW; LOT 8 Location (site address) 8101 Alatna Ave. *Anchorage Current Property owner(s) Jacob & Jennifer Dickinson Day phone 301-0230 Mailing address Real Estate Agent Z. TYPE OF DWELLING: Single Family (w/wo, ADU) ❑ Duplex F-1 Multiple Dwellings (Single Family and/or Duplex) Day phone 1 3. NUMBER OF BEDROOMS: 4 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well Individual N Individual Water Storage E71 Holding Tank 1771 Community Class Well D Community 1771 Public Water System 1-71 Public Sewer El WaiverNariance request for: Distance: Received by: Date: COSA to be released to the engineer, unless otherwise requested by the engineer. COSA Fee $ 550 Date of Payment 19 a o 2 i Receipt Number 6a 50 COSA# OSC211006 Waiver Fee $ Date of Payment Receipt Number Waiver # H 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: Garness Engineering Group, Ltd (GEG) Phone: 907-337-6179 Address: 3701 East Tudor Road, Suite 101- Anchorage Alaska 99507 Engineer's Printed Name: Jeffrey A. Garness Date: I z l In conducting this evaluation, GEG provided an engineering evaluation of the well and/or septic system in accordance with the guidelines and regulations established by the Municipality of Anchorage and industry practices. The reported results describe the condition of the system/s on the date/s of the evaluation. Separation distances were measured to readily identifiable features. Hidden defects or encroachments may exist that were not identified during the evaluation. The operational life of all wells and septic systems depend upon a variety of variables, including but not limited to, soil conditions, groundwater levels (that may fluctuate during the year), quality of construction (materials and workmanship), and the water usage of the family utilizing the system/s. These conditions can vary, and are outside the control of GEG, Satisfactory test results do not guarantee future performance of the system/s; therefore, GEG makes no warranty (express or implied) regarding the future performance of the well or septic system. GEG makes no representation whether an alternative well or septic system can be installed on the property in the event either of the current systems fail to perform adequately in the future. The content of this report is for the sole benefit of the person/party that retained GEG to perform the evaluation. Reliance upon the information provided in this report by any other person or party (including subsequent property purchasers) is not authorized, nor will it confer any legal right whatsoever. 6. DSD SIGNATURE System #1 Approved for bedrooms System #2 Approved for bedrooms Disapproved Conditional approval for bedrooms, with the J re A. Gar ess; CE n3 y�t�pro (essia�°Qa #AECC884 01 `��(may �rrr,_ ipUlX!V'1AP ER o >L —Rd Original Certificate Date: The Municipality 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. 7. ATTACHMENTS: COSA Checklist Septic System Advisory Well Flow Advisory Nitrate Advisory Arsenic Advisory Other (T� Clc�v S COSA Checklist Legal Description: CLEARVIEW; LOT 8 Parcel ID: 015-242-47 If more than 1 septic system on lot: COSA Checklist # —'of _1 Structure served by this system I A. WELL DATA ❑ Well log is filed with Onsite (or attached) Date drilled 9125195 Total depth 81 ft Cased to 80.6 ft Sanitary seal is functioning correctly ❑ Wires are properly protected Casing height (above ground) 12+ in. Date of flow test for COSA 1711/20 Static water level at beginning of test ft. Comments 'THERE IS A PACKER IN THE WELL B. TANK DATA Age of tank(s) 22 years Tank type/material """. Measured operating fluid level in septic tank .42" ❑ Standpipes/foundation cleanout per record drawing Date of pumping 12/11/20 D. ABSORPTION FIELD DATA LINED IDSF WITH TRENCH Which system tested (date installed) 1998 01 ALL standpipes present per record drawing Total measured depth from grade 11.16 ft (max) Measured depth to pipe invert from grade 10.9 ft (min) ❑ N/A – pressurized field ❑ Monitor tubes go to bottom of effective. If not, state depth into effective12" Well production at time of test 7.4+ gpm Water storage tank volume N/A gallons Well disinfected for coliform test? ❑ Yes No X Coliform bacteria is Negative Nitrate 2.18 mg/L ❑ Nitrate less than MRL (ND) Arsenic ug/LArsenic less than MRL (ND) Collected by GEG, LTD. Date of Sample 1211120 C. LIFT STATION N Required maintenance completed Age of lift station 22 years Lift station material STEEL Comments: SEE ATTACHED MAINTENANCE Adequacy test date 171'x0 Results ❑✓ Pass For 4 bedrooms Fluid depth prior to test 2 in Water added 1246 gal New depth_5 in Elapsed time 90 min Final fluid depth _0 in MoCode-requiredsoil cover over field Absorption rate 600+ gpd ❑ System presoaked NONE (Required if vacant for greater than 30 days prior to Any rejuvenation treatment (past 12 months) date of test) N/A If yes, enter date N/A Gallons introduced _gallons — Comments/Deficiencies: 'TESTED TRENCH ONLY; INTRODUCED WATER INTO SAMPLE PORT; IDSF DRY COSA Checklist yellow sheet E. SEPARATION DISTANCES From Private Well on Lot to: (Please enter distances if less than required or if community well) Septic Tank/Lift Station on Lot > 100' ❑v Yes Community Sewer Manhole/Cleanout > 100' ❑✓ Yes if No _ ft Yes if No _ ft Neighboring Tank > 100' Yes if No _ ft Private Sewer/Septic Line > 25' Yes if No _ ft Absorption Field on Lot > 100' Yes if No_ it Holding Tank > 100' 0 Yes if No _ ft Neighboring Absorption Fields > 100' Yes if No Animal Containment > 50' 0 Yes if No ft 0 Yes if No _ ft Manure/Animal Excreta Storage > 100' Community Sewer Main > 75' Q Yes if No _ ft ❑v Yes if No _ ft From Septic/Holding Tank on Lot to: (Please enter distances if less than required) Building Foundations > 10' ❑ Yes if No * ft Surface Water> 100' [DYes if No ft Property Line > 5 ❑v Yes if No _ it Wells on Adjacent Lots: Absorption Field > 5' ❑✓ Yes if No _ ft Private Wells > 100' ❑✓ Yes if No _ ft Water Main > 10' _ ft Yes if No _ ft Community Wells > 200' 0 Yes if No _ ft Water Service Line > 10'❑ Community Wells > 200' ❑✓ Yes if No _ It Yes if No _ ft If septic tank is under driveway comment below From Absorption Field on Lot to: (Please enter distances if less than required) Building Foundation > 10' ❑ Yes if No **uNK ft If absorption field is under driveway comment below Property Line > 10' ❑v Yes if No _ ft Wells on Adjacent Lots: Water Main > 10'✓❑ Yes if No _ ft Private Wells > 100' Yes if No _ ft Water Service Line > 10' Yes if No _ ft Community Wells > 200' ❑✓ Yes if No _ It Surface Water >' 100 _ ❑Yes if No . 90,+ _ It F. ENGINEER'S COMMENTS *5'+ MET CODE AT TIME OF INSTALL **IDSF TO TO FOUNDATION MEASURMENT IS UNKNOWN `MEASUREMENT FROM 2016 COSA - CREEK IS APPROXIMATLEY 97' TO DRAINFIELD PER AS -BUILT G. ENGINEER'S CERTIFICATION 1 certify that I have determined through field inspections and review of Municipal records that the above systems are in conformance with MOA COSA guidelines in effect on this date. COSA Checklist yellow sheet 49T��0 � ...... .. ,..1. . ... ......... . D P .. rtey Go ness; d� 9. CE -7 o p s c�4 ea, ofess aofess�oP°o #AECCee4 MUNICIPALITY OF ANCHORAGE DEVELOPMENT SERVICES DEPARTMENT • Ake 907-343-7904 On -Site Water and Wastewater Section Fax: 343-7997 www.muni.org/onsite Septic Tank Advisory Certificate of On -Site Systems Approval # OSC211006 Subdivision: Clearview Lot:8 The septic tank for this property is 22 years old. The average life for a steel septic tank is 20 years. Typical replacement costs range from $7,000 to $11,000. This advisory must be attached to all copies of the subject Certificate of On -Site Systems Approval. This is an example of what the metal of a 30 year old steel tank MAY look like. 12/29/2020 13:25 8686770 APLUS PAGE 01 G I tkr �'►'ems il 1 NMICIPALM C r ANC140RAf9E - Community Development Departzn mt - On -Site Water & Wwtewater Program P:907-343-7904, F: 907.343.7997 • P,O. Box 1966SOAnohomgc.AK99S19-6650,littp;//www.muni.org/building (PAolp �o��c c�tc 5'i0 Intermittent Dosing Sand Filter Maintenance Log Owners e, A, i Street Address—R-10 i A10 r) a 6Y Phone Legal Desc. _ PID Septic 7a��r -Sludge level 0 inches -Pumping: required es -pumping completed e o qb� Sor tion Umri 12 I. Zo -Liquid level inches -Flushing valves per approved design es o -All flushing valves t pened, distribution lines flushed, and flushing valves closede_ o Lift Station: -Pump basket clean ad 're o . •131otube effluent filter cleaned 9 ou -Timer float setting' cinches •High level float setting_� _inches -Reference paint 0 erg -pump on _ _seconds -Pump off_„^ —minutes •cumulative lifetime cycles�'��yl_/ 9S -Cumulative run time hours •Operation satisfact pry- es no A. System: -Air pump filter clew lederno -Air pressureSi -Gate of latest insta I or re uild 1,11,1A •Air system operation �*lsf ctory not sa 'sfactom Warn S atem� .Dedicated electrics I circuit 4�n— -Audible and visual alarm inside dwelling no -Float setting —inches •Alarm system operation A sfacto , — of satisfactory Comments: .....,..... I ............. .................... ....... •. ... , ........ I , ....... ............................ , .................. .. M_alntenance Proti Ider. Technician k e oc �� eS -G _ Date of maintenance � �%t Company. Signature�l'✓ Data 2 Maintenance Lol �04031'3.doc MUNICIPALITY OF ANCHORAGE ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT THIS MAINTENANCE AND REPAIR AGREEMENT, herein the "AGREEMENT" made and % �Da of December', entered into as of this y of 2Q 20 , by and between Nicholas and Ashley Hill , herein the "OWNER," and the Municipality of Anchorage, herein the "MUNICIPALITY", in accordance with Anchorage Municipal Code (AMC) 15.65.365. In consideration of the mutual covenants contained herein, the parties to this Agreement agree as follows: 1. Advanced Wastewater Treatment Svstems. The Municipality grants permission to the Owner to utilize and operate an Advanced Wastewater Treatment System (AWWTS), described as - > S F located at (legal description) Lot 8, CLEARVIEW SUBDIVISION, Plat No. 80-178, Anchorage Recording District, Third Judicial District, State of Alaska 2. Maintenance, Repairs and Alterations. (Owner is required to read, understand and initial each section) —_Throughout the term of this Agreement, the Owner shall enter -into a service agreement with an AWWTS service and maintenance provider approved by the Municipality or the manufacturer's representative. The AWWTS shall be maintained in a satisfactory condition capable of performing as designed and producing treated septic effluent in accordance with the equipment's approval for operation in the Municipality. c��LIt shall be the responsibility of the Owner during the term of this -Agreement to pay for all repair(s), maintenance, adjustment(s), replacement costs, and inspection costs. This includes an annual maintenance fee (typically $400 to $600). G Owner agrees that only maintenance and repair personnel approved by the Municipality or the manufacturer's representative will inspect and make any necessary maintenance, repairs or permitted alterations to the system. Owner acknowledges that regular maintenance of an AWWTS reduces the potential failure of the system, which could include sewage backup and:costly repairs or drainfield replacement. (rev. 05/18/2018) Pagel of 3 (� Owner acknowledges that the Municipality may request records of maintenance and ,-4-epairs from the manufacturer's representative or maintenance provider. Owner acknowledges that the fine for failing to maintain and repair an AWWTS may be _,assessed in accordance with AMC 14.60.030. /li Owner agrees to grant the Municipality reasonable access to test and inspect the AWWTS. The Municipality will give at least 24-hour notice. wner agrees that any sale or transfer of title of the property will not occur without a new �- Certificate of On -Site Systems Approval, Owner agrees that the AWWTS installation and maintenance requirements as provided by the AWWTS vendor/installer and approved by the Municipality are the governing guidelines for the construction, maintenance and repair of the Owner's AWWTS. r Owner agrees to maintain remote monitoring of the AWWTS as required by the AWWTS approval. 3. Term. The term of this Agreement shall begin on the date of approval by the Municipality to operate the installed system, or upon transfer of title, and shall continue while the AWWTS is operational or until title is transferred. 4. Nonwaiver. The failure of the Municipality at any time to enforce a provision of this Agreement shall in no way constitute a waiver of the provisions, nor in any way affect the validity of the Agreement or any part hereof, or the right of the Municipality thereafter to enforce every provision hereof. 5. Amendment. This Agreement shall only be amended by authorized representatives of the Owner and Municipality. Any attempt to amend this agreement by either an unauthorized representative or unauthorized means shall be void. 6. Jurisdiction: Choice of Lay. Any civil action arising from this 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 Agreement. 7. Severability. Any provisions of this Agreement decreed invalid by a court of competent jurisdiction shall not invalidate the remaining provisions of the Agreement. (rev. 05/18/2018) Page 2 of 3 OWNER: By:� jf r r (signature) 0 e, (A-V 14-,r (print name) STATE OF ALASKA ) ) ss. THIRD JUDICIAL DISTRICT ) Date: r-►. The foregoing instrument was acknowledged before me this day of Dec�-J-; 2028 by, 1Q,%!�- NOT,kWt PUBLIC FOR ALASKA My•Cth.inission expires: MUNICIPALITY: By: �� (signature) (print name) Date: 111,t120,21 Title: (rev. 05/18/2018) Page 3 of 3 ALA TNA DRIVE P� �0:-' 49 1H - r q�q,! SHANE A. HOLT Jp a LS -6914 o` O p . . ...... . a o K10' fes siona\ �-oo THE INFORMATION HEREON I5 FOR THE USE OF LENDING INSTITUTIONS SPECIFICALLY TO SHOW ANY CONFLICTS BETWEEN EXISTING STRUCTURES AND PLATTED LOT LINES AND/OR EASEMENTS: AND IS NOT TO BE USED FOR POSITIONING ADDITIONAL STRUCTURES, IMPROVEMENTS, OR FENCELINES. EASEMENTS OF RECORD, OTHER THAN THOSE APPEARING ON THE RECORD PLAT, ARE NOT SHOWN HEREON (UNLESS INDICATED) NOTE: FENCELINES THAT MAY APPEAR ON THIS DRAWING ARE NOT TO BE USED TO DETERMNE PROPERTY LINES OR P05ITION ADDITIONAL IMPROVEMENTS. ANY PAVING SHOWN HEREON MAY BE APPROXIMATE DUE TO EXCESSIVE SNOW AND/OR ICE. AS -BUILT SURVEY 1" =40' NO CORNERS SET THIS DATE S I HEREBY CERTIFY THAT I HAVE PERFORMED A SURVEY OF THE FOLLOWING DESCRIBED PROPERTY LOT B, CLEARVIEW SUB. ANCHORAGE RECORDING DISTRICT, ALASKA, AND THAT THE VISIBLE IMPROVEMENTS SITUATED THEREON ARE WITHIN THE PROPERTY LINES AND NO VISIBLE ENCROACHMENTS EXIST OTHER THAN NOTED. DATED AT ANCHORAGE,ALASKA THIS _ 5 TH_ DAY OF _JANUARY , 2021 HOLT LAND SURVEYING 9309 &ROVER DRIVE 12707, F8 168-25 ANCHORAGE,AK 99507 907.223.8615 Municipality of Anchorage On -Site Water & Wastewater Program (907)343-7904 Certificate of On—Site Systems Approval As -I SS-Uz�j C,& Parcel I.D. 015-242-47 Expiration Date: �9- I I 1. GENERAL INFORMATION Complete legal description CLEARVIEW; LOT 8 Location (site address) 8101 ALATNA AVE. Current Property owner(s) HAL INGALLS Day phone 562-2312 Mailing address Real Estate Agent 8101 ALATNA AVE. 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: Day phone TYPE OF WASTEWATER DISPOSAL: Individual Well Individual On-site Individual Water Storage ❑ Individual Holding tank ❑ CommunityClassWell ❑ Community On-site ❑ Public Water System ❑ Public Sewer ❑ Wai,narNadanw Received by: COSA to be released to the engineer, unless otherwise requested by the engineer. Date: COSA Fee $ 5>-%-r 2:2 Ra- Waiver Fee $ _ Date of Payment a ` �( L ki Date of Payment Receipt Number. C4 t3 `J (a Receipt Number COSA# IYWaiver# Distance: 5. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, 1 verify that my investigation, based on procedures outlined in the Certiricate 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. 1 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 _ GARNESS ENGINEERING GROUP, Ltd. Address 3701 E. TUDOR ROAD, SUITE 101 • ANCHORAGE, AK, 99507 Engineer's Printed Name JEFFREYA. GARNESS, P.E. Engineers Comments: In wnduc ftft evaluadan, GEGpmvldedan engineedag evaruagon of Ne wallandrorseph'csyzl=in accomance wdh me guidelines andmgulagons establishedbythe MunicipaldyorAnchorage sadindusbypmcgres. The mpmedmsul(sdesodbe the tonddion of(he systeMson gm Balers 010e emfualf0n. Sepemlion dslamas wommeasumd tomaddyidenglable realums. Hidden defects menwachmentsmayerisl'hat wemnol idenVIeddudng ft evaluab'MAO operagonallire ofallwdlsand seplk sysfemsdependon a vadefyofvadables Induding, bul nollimifedto, sol condikos, gmundwzferlevals l(hatmaygucmale dunhg the year), quardyofwnshucgon (mdedals andwadonanship), aMlhe walerusage ofuw famiyuNizing the systews. These condb=can vary, mdam ouklde the cnmmlefGEG. Sagsfaclmytest msulls do nolguardnlee ruhm p81k=nce offhe syslaWs, lhererom, GEG makesm w vvnfy(e*mu wimplfed)mgarding the Mwe performance arhe wegorseplicsyslem. GEGmakwnompmsentab'an wh&arsn allemarrve wellmsepli0system wabeinslagedw @e pW04in the event eimeroffhe tartan! sys(emsfail. The conimtofthismpodis krihe sokbenefdoflhepemonlpadywhorebinedGEG. Rermw upon the infarmab'an pmvidedln fh1smpMby&0, otherpemon orpady,indudngbut not hmded to subsequeapmpedypumheaem, isnat aulhodzed. In shoji, GEG disavows anylegaldulylo anyone olherlhan IhoperWpartywhopoldforlhumpod. 6. DSD SIGNATURE System #1 Approved for 4 bedrooms. System #2 Approved for Disapproved. Conditional approval for bedrooms. Date 337-6179 -7/zs1,b -07 A64 3 S (- bedrooms, with the following stipulations: Original Certificate The Municipality or Anchorage Develop,emt Services Division (DSD) issues Certificates of on-site Systems upon the representations given in paragraph 5 by an independent professional civil engineer registered In 1 The Municipality of Anchorage is not responsible for errors orcmisslons in the professional engineer's work. 7. ATTCHMENTS- COSA Checklist Septic System Advisory Well Flow Advisory (Rev. 10112112) —>�_ Nitrate Advisory Arsenic Advisory Other (COSA) based r•SrRVICF`' GARNESS ENGINEERING GROUP. Ltd CIVIL & ENVIRONMENTAL ENGINEERS July 29, 2016 Municipality of Anchorage Development Service Department On -Site Water & Wastewater Program 4700 Elmore Rd. P.O. Box 196650, Anchorage, AK 99519-6650 (907)343-7904 Ref: Clearview; Lot 8 — Documentation of Repairs to Lined IDSF and Release of Conditional COSA To whom it may concern: A conditional COSA was issued for the subject property on 2/4/2016. The following tasks were to be accomplished prior to issuance of a non -conditional COSA: 1. Bury the well wires 2. Expose the ISF flushing valves and flush all of the pressure lines 3. Get the as -built survey updated to show the flushing valves. In the spring of 2016 the new property owners noted sewage surfacing out the ground between the STEP tank and the IDSF. After some investigation it was discovered that the pressure line between the STEP tank and the IDSF was broken. The line was repaired and the problem rectified. In addition it was discovered that the air line for the ISF was stubbed into the ground and not connected to the ISF and that all but one of the pressure distribution lines in the ISF were damaged. The owners retained A+ Home Services to reconnect the air line and replace all of the pressure lines in the Lined ISF. A+ Home Services also installed new monitoring tubes in the lined IDSF. All of the repairs were done without engineer oversight or inspections; however, the work was done by one of the most experienced contractors in Alaska with IDSFs (A+ Home Services). The well wires have been buried. The asbuilt survey was not updated to show the flushing valves; however, attached is a photo showing the flushing valves. Given that the flushing valves are present, I am requesting that you waive the requirement for an updated asbuilt survey. At this time we are requesting that a non -conditional COSA be issued for the property. If you have any questions, please contact me M.S. 3701 E. Tudor Road, Suite 101 * Anchorage, Alaska 99507-1259 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.gamessengineering.com BL "i L n � . 0 iv eYt rr��+ i j j � BL "i L n � . 0 iv Municipality of Anchorage On -Site Water & Wastewater Program (907)343-7904 � eV 4 " A k3'=a Viso CERTIFICATE OF ON-SITE SYSTEMS APPROVAL Parcel I.D. 015-242-47 Expiration Date: 1. GENERAL INFORMATION Complete legal description CLEARVIEW• LOT 8 Location (site address) Current Property owner(s) Mailing address Real Estate Agent 2. TYPE OF DWELLING: 8101 ALATNA AVE. HAL INGALLS Day phone 562-2312 8101 ALATNA AVE. ® Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) Day phone 3. NUMBER OF BEDROOMS: 4 Receipt Number 4. TYPE OF WATER SUPPLY: ("10 2 <{ TYPE OF WASTEWATER DISPOSAL: Individual Well Individual On-site ■ Individual Water Storage ❑ Individual Holding tank ❑ Community Class Well ❑ Community On-site ❑ Public Water System ❑ Public Sewer ❑ Waivervariance request for: NSA Distance:= Received by: 61P Date: COSA to be released to the engineer, unless otherwise requested by the engineer. —gyp� COSA Fee $ �02 S� % ja tt q_ 3 Waiver Fee $ -! 4 Date of Payment �I U t (o n!�: Date of Payment Receipt Number Ol3S_-2) Receipt Number COSA # o -D ("10 2 <{ 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. 1 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 GARNESS ENGINEERING GROUP, Ltd. Phone Address 3701 E. TUDOR ROAD, SUITE 101 'ANCHORAGE, AK, 99507 Engineer's Printed Name JEFFREY A. GARNESS, P.E. Engineer's Comments: In conducting this evaluation, GEG provided an engineering evaluation of the well and/orseplic system in accordance with the guidelines and regulations established by the Municipality of Anchorage and industryprocfices. The repored results describe the condition of the sysfeMs on the dafels of the evaluation. Separation distances were measured to readilyideiddeble features. Hidden defects or encroachments may exist that were nol identified during the evaluation. The operational fife of all wells and septic systems depend on a widely of variables including, but not limited to, soil conditions, grpundwaterlevels (that may flucluate during the year), quality of consinuction (materials and workmanship), and the water usage of the family utilizing the syslernis. These conditions can very, and are outside the control of GEG. satisfactory test results do not guaranies future performance of the syslemisi IherePom, GEG makes no warranty (express or implied) regarding the future performance of the well or septic system. GEG makes no representation whefher an alternative well or septic system can be installed on the property in the event either of the current systems fad. The content of this report is for the sole benefit of the persoNparty who retained GEG. Reliance upon the Information provided in this report by any other person or party, including but not limited to subsequent propedy purchasers, ismrol authorized. In short, GEG disavows any legal duty to anyone other than the persoNparty who paid for this report. 6. DSD SIGNATURE 0 System #1 Approved for bedrooms. System #2 Approved for bedrooms. VA 337-6179 Date Ib a �Vfyt.Carness .i m CE -7953 �CD pROFESSt4 it TA IL Im,01 P• �• oN Disapproved. KConditional approval for A— bedrooms, with the following stipulations: 1 �cR MAO Original Certificate Date: Z — Lr— 1(,2 The Municipality or Anchorage Deve is emt Services Division (DSD) issues Certificates of On -Site Systems Approval (COSA) based only upon the represenatations given in pa graph 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. 7. ATTCHMENTS: COSA Checklist Septic System Advisory Well Flow Advisory (Rev. 10/12/12) Nitrate Advisory Arsenic Advisory Other 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: CLEARVIEW; LOT 8 Parcel ID: 015-242-47 A. WELL DATA *TO BE FIXED IN SPRING OF 2016 **THERE IS A PACKER IN THE WELL Well type PRIVATE If A, B, or C provide PWSID# N/A Date completed 9/21/1995 Sanitary seal (Y/N) YES Total depth 81 ft. Cased to 80.6 ft. FROM WELL LOG Date of test 9/21/1995 Static water level 7 ft. Well production 8+ g.p.m. WATER SAMPLE RESULTS: Coliform � colonies/100 ml. Nitrate ND mg./L. Well Log (Y/N) YES Wires properly protected (Y/N) *NO Casing height (above ground) 12 in. AT INSPECTION 1/8/2016 **UNK ft. ***8.0+ g.p.m. PUMPED 1,132 GALLONS FROM THE WELL IN 125 MINUTES Collected by: GEG. Ltd. Arsenic: ND ug./L. Date of sample: 1 /6/2016 B. SEPTIC/HOLDING TANK DATA *CONTROL PANEL IS LOCATED INSIDE THE HOUSE SUFFICIENT AS INDOOR ALARM Tank Type/Material S.T.E.P./STEEL Date installed 1998 (APPROXIMATE) Tank size 1500 gal. Number of Compartments E Cleanouts (Y/N) IYES Foundation cleanout (Y/N) YES Depression over tank (Y/N) NO High water alarm (Y/N) *YES Date of pumping N/A Pumper SEE A+ INSPECTION REPORT C. 'ABSORPTION FIELD DATA Date installed 112s 16EEE29FE) Soil ratingg.p.d. of ft /bdrm) 4 System type ISF/TRENCH Length **30 ft. Width 2 (ASSUMED) ft. Gravel below pipe **2.5 ft. Total depth *11.1 ft. 'Eff. absorption area 150 ft2 Monitoring tube YES Depression overfield NO Date of adequacy test 1/8/2016 Results (Pass/Fail) PASS For 4 bedrooms Fluid depth in absorption field before test **2 in. Water added 1132 gal. New depth **2 in. Elapsed Time: = min. Final fluid depth **2 in. Absorption rate >= 600+ g,p.d, Any rejuvenation treatment (past 12 mo.) (YIN & type) INONE KNOWN If yes, give date — ***MONITORING TUBE WAS FOUND TO ONLY EXTEND APPROXIMATELY 0.98' INTO 2.0' EFFECTIVE DEPTH. AFTER 1" LIQUID LEVEL WAS ESTABLISHED, 600 ADDITIONAL GALLONS WERE ADDED WITH NO CHANGE IN LIQUID LEVEL. **PER TOBEN SPURKLAND, P.E. RECORD DRAWINGS (ATTACHED) DATED MARCH 2, 1998. *SECOND COMPARTMENT OF 1500 GALLON STEP TANK D. LIFT STATION -INSPECTED BY A+ HOME SERVICES Date installed 1998 (APPROXIMATE Size in gallons *500 Manhole/Access (YM) YES "Pump on" level at TIMER ;n. "Pump off- level atTIMER in. High water alarm level at 46" Datum BOTTOM OF BASKET Cycles tested Meets alarm & circuit requirements? UNK E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tankAht station on lot 1001+ On adjacent lots 1001+ Absorption field on lot 10'* Public sewer main 75'+ On adjacent lots 1001+ Public sewer manhololdeanout 1001+ Sewer /septic service line 25'+ Holding tank 75'+ Animal containment areas 50'+ Manure/animal excrete storage areas 1001+ SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation 5µ Property line 51+ Absorption field 5'+ Water main 10+ Water service line WOM Surrece water, 1001+ Wells on adjacent lots 100'+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line 10'+ Building foundation *1o'+ Water main 101+ .K, Water service line *12*— Surfacewater 90'+ Driveway, park!ng/Vehide storage 10'+ Curtain drain NONE KNOWN Wells on adjacent lots 100'+ F. COMMENTS FLUSHING VALVES FOR ISF TO BE EXPOSED AND LINES FLUSHED IN SPRING OF 2016 *EDGE OF LINED ISF TO FOUNDATION IS UNKNOWN, BELIEVED TO BE 10'+ IDSF WAS NOT TESTED ( SEE ATTACHED LETTER DATED JULY 9 2015" G. ENGINEER'S CERTIFICATION I car* that I have determined through field inspec9ons.and review of Municipal records Mat Me above systems are in conformance with MOA COSA guidelines in effect on this date. Engineers Printed Name JEFFREY A. GARNESS Date (Rev. 10/1212) F y w ALA TNA DRIVE RJ 4 CHl �d0 p G\DRAWING\lig2.6'p G ...4.....__ ......; .. Q 1 SHANE A. HOL QONl LS -691 11 4' O 2,83 46 35 ' w TRAIL & OqA/NAGE EASEMENT ,9W)f(7XliuATE LOUATIoM �ar Fiusi+i(vb V6A(vE5 LIFT gsrAnoN N 89 53'55" E 110.60 I IN wgocA-AFr , FAMILY +c� FRAME HOUSE £RE CH G pP WEU. ANY CONFLICTS BETWEEN EXISTING STRUCTURES AND PLATTED LOT LINES AND/OR EASEMENTS; AND is NOT TO BE USED FOR POSITIONING ADDITIONAL STRUCTURES, IMPROVEMENTS, OR FENCELINE5. EASEMENTS OF RECORD, OTHER THAN THOSE APPEARING ON THE RECORD PLAT, ARE NOT SHOWN HEREON (UNLESS INDICATED) NOTE: FENCELINE5 THAT MAY APPEAR ON THIS DRAWING ARE NOT TO BE USED TO DETERMNE PROPERTY LINES OR POSITION ADDITIONAL IMPROVEMENTS. ANY PAVING SHOWN HEREON MAY BE APPROXIMATE DUE TO EXCESSIVE SNOW AND/OR ICE. AS -BUILT 1" =40' NO CORNERS SET THIS DATE /I HEREBY CERjTIFY THAT I HAVE PERFORMED A SURVEY OF THE FOLLOWING DESCRIBED PROPERTY LOT 8, CLEARVIEW SUB. ANCHORAGE RECORDING DISTRICT, ALASKA, AND THAT THE VISIBLE IMPROVEMENTS SITUATED THEREON ARE WITHIN THE PROPERTY LINES AND NO VISIBLE ENCROACHMENTS EXIST OTHER ;THAN NOTED. DATED AT ANCRORAGE,ALASKA THIS _IOTH_ DAY OF _OCTOBER , 2014. I HOLT LAND SURVEYING 12707, FS 600 HIGHVIEW DRIVE 158-25 ANCHORAGE,AK 99515/ 345-5513 ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT BETWEEN MUNICIPALITY OF ANCHORAGE 93M THIS MAINTENANCE AND REPAIR AGREEMENT made and entered into as of this Day of Fe_of20�Lgbyand between�L- ,� �`�k;�Sc✓� 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. Advanced Wastewater Treatment Systems. Municipality grants permission to Owner to utilize and operate an Advanced Wastewater Treatment System (AWWTS), described as located at (legal description). 2. Definitions. Alteration. Any change to the design or function of an AW WTS that includes the installation or removal of any parts, components or pieces not included in the original construction permit and design. Certificate of On -Site Systems Approval (COSA). 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 AWWTS. 3. Term. 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 AW WTS 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. Alterations. Installation and Removal of Additional Equipment. 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. 5. Maintenance and Repairs. A. Throughout the term of this Maintenance and Repair Agreement, the Owner shall maintain their AW WTS in 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 agreement with an AWWTS service and maintenance provider approved by the municipality and the manufacturer of the AW WTS for the entire term of the AW WTS In addition, it shall be the responsibility of the Owner during the term 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 AWWTS. 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 acknowledges 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 AWAITS upon 24 hours written notice. G. Owner agrees that any sale or transfer of title of the property will not occur without a new Certificate of On -Site Systems Approval. C H. Owner agrees that the AW WTS installation and maintenance requirements as provided by the AW WTS vendor/installer and approved by the Municipality are the governing guidelines for the construction, maintenance and repair of the Owner's AW WTS. I. Owner agrees to provide and maintain a telephone connection to the AW WTS as required by the AW WTS approval. 6. Nonwaiver. 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 way affect the validity of the Maintenance and Repair Agreement or any part hereof, or the right of such party thereafter to enforce each and every provision hereof. 7. Amendment. 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: VIP— '� a. Owner: 1 I G.. VIP �J b. Municipality: Director, Community Development or designated authority C. Any attempt to amend, modify, or change this contract by either an unauthorized representative or unauthorized means shall be void. 8. Jurisdiction: Choice of Law. 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. 9. Severability. 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. OWNER: By: ignature) Date: �Zco� L7 Pcfc rYisoil (print name) STATE OF ALASKA ) ) ss. THIRD JUDICIAL DISTRICT ) The foregoin instrument w ac�1Tl 20L(,byFy1FICA{�1Q1 n �(�pw,Jl�,e�dged before me this 1 day of 4 1 U a 1 NOTARY PUBLIC "k ALAS My Commission expires: NOTARY PUBLIC STATE OF ALASKA BRIWANEY GRIFFITH COMMISSION NUMBER: 15051111115 MY COMMISSION EXPIRES: MAY 11, 2019 MUNICIPALITY: By: (signature) Date: (print name) Title: