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Home My WebLink AboutHUNTER HEIGHTS LT 1Hunter Heights Lot 1 #020- 151- 23 Municipality of Anchorage Development Services Department Building Safety Division = - - On-Site Water & Wastewater Program, 4700 Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 Page 1 of 3 On-Site Wastewater Disposal System and/or Well Inspection Report Permit Number: SW070175 PID Number: 020-151-23 Name` DAN CHURCH Wastewater System: ■ New ❑ Upgrade Y pg Address: P.O. BOX 112173 * ANCHORAGE, AK * 99511 ABSORPTION FIELD Phone: No. of Bedrooms: (907) 727-7689 3 ❑ Deep Trench ❑ Shallow Trench ■ Bed ❑ Mound ❑ Other LEGAL DESCRIPTION Sail Rating: 1 Total Depth from original grade: GPD/Sq. Ft. SEE DWG. Ft. Block: Lot: Subdivision: Depth to pipe bottom from original grade: Gravel depth beneath pipe: — 1 HUNTER HEIGHTS SEE DWG. Ft. SEE DWG. Ft. Township: Range: Section: Fill added above original grade: Gravel length: — — — SEE DWG. Ft. 40 Ft. WELL: ■ New ❑ Upgrade Gravel width: 15 Number of lines: 3 Distance between lines: 5 Ft. rt. Classification (Private, A,B,C): Total Depth: Cased To: Total absorption area: Pipe material: PRIVATE 165 165 600 D 3034/ F-810/SCH 40 t Ft. Ft SQ, Ft, Driller: HEFTY DRILLING Date Drilled: 8/27/2007 Static Water Level: 15 Installer: A+ HOME SERVICES Date installed: 10/29-31/2007 Ft Yield:Pump 5 Set At: 150 Casing Height Above Ground: 2 TANK GPM Ft. Ft. SEPARATION DISTANCES ❑ Septic ❑ Holding ❑ S.T.E.P. ■ Other* To Septic Absorption Lift Holding Public/Private Manufacturer. ANCHORAGE TANK Capacity in gallons: 1500 From Tank Field Station Tank sewer Lines Well 100'+ 100'+ 100'+ — 25'+ Material: STEEL Number of compartments: 2 Surface Water 100'+ 100'+ 100'+ — — LIFT STATION Lot Line 5'+ 10'+ 5'+ — — Size in gallons: 1500 Manufacturer: 1 ORENCO Foundation 5'+ 10'+ 5'+ — — "Pump on" level at: "Pump off" level at: High water alarm at: TIMER TIMER 46" Curtain Drain 50'+ **50'+ 50'+ — — Pump Make & Model: Electrical Inspections performed by: 20-051-05—HHF ED'S ELECTRIC Remarks: *THIS IS AN ADVANTEX SYSTEM BENCH MARK Location and Description: **APPROXIMATE 36' FROM THE SOLID PIPE TOP OF METAL STRIP ON HOUSE OF SUBSURFACE DRAIN NEAR SE CORNER. Assumed Elevation: 100.00 Ft. Inspections performed by: G EG, Ltd. Dates: 1st 10/29/2007 ENGINEER'S SEAL 2nd 10/30/2007 00o�ooOOO o OF A� �p . • �S�44 3rd 10/31/2007 00� ;! Development Services Department Approvalp * ,49-1 .............. .................0 Conditional approval: Date: . . . . . .' . . . . .. 00 Je$fre A. Garliess. Q ID , f(, E— 953 � er V. �- .0 Reviewed and approved by: tiiv Date: .t lir'o')0rofessio o\Fo r o (Rev. 4/06) 0 �OO000�� PERMIT NUMBER: SW070175 I y' AS -BUILT DRAWING �J5 RPS �vv OUT FALL OF CURTAIN DRAIN \ T APPROXIMATE LOCATION OF A BOOTLEG CURTAIN DRAIN / PUT IN BY THE OWNER POD H of MT2r SMT APPROXIMATE LOCATION OF a DRAINPIPE FOR SUBSURFACE DRAIN PER HOME OWNER SEE i i L _ J ATTACHED PHOTOS PARCEL ID NUMBER: 020-151-23 N 1' = 40' N 1500 GALLON S.T.E.P. TANK A R FCO 45.1 19.3 ST1 38.5 31.5 MH 37.3 38.8 POD 37.3 43.3 PV 31.5 43.1 MT1 Ld 76.0 MT2 21.5 w \ 55.9 / MT4 ;'' EXISTING FCO 3 BEDROOM HOUSE v ST1 o w MI PV \ 0I I0 A POD H of MT2r SMT APPROXIMATE LOCATION OF a DRAINPIPE FOR SUBSURFACE DRAIN PER HOME OWNER SEE i i L _ J ATTACHED PHOTOS PARCEL ID NUMBER: 020-151-23 N 1' = 40' N 1500 GALLON S.T.E.P. TANK A R FCO 45.1 19.3 ST1 38.5 31.5 MH 37.3 38.8 POD 37.3 43.3 PV 31.5 43.1 MT1 28.9 76.0 MT2 21.5 75.7 MT3 55.9 110.8 MT4 52.6 110.7 TH#4 — ROBERT COWAN, P.E. MT4L° JMT3 RESERVE DRAINFIELD SITE NEW DRAINFIELD OUT FALL OF CURTAIN DRAIN RUNS — THROUGH THE CULVERT AND ONTO THE i OTHER SIDE OF THE ROAD DITCH / SOLID PIPE i a GARNESS ENGINEERING GROUP, Ltci. *�P 9►� SOI CONSULTANTS & GENERAL CONTRACTORS • • • • • • • • • . • • . • 3701 E. TUDOR ROAD, SUITE 101 • ANCHORAGE, AK 99507 • PHONE (907)337-6179 • FAX (907)338-3246 WEBSRE. www.gomeeeengineering.com O c i PREPARED FOR: PHONE NUMBER: PAGE NUMBER: `0 DAN CHURCH 727-7689 2 OF 3 VQ -p'. " y `4 —6' ness. LEGAL DESCRIPTION: DRAWN BY: Q 9, CE -7953 HUNTER HEIGHTS S/D; LOT 1 A.J.G. TYPE OF WORK: DATE: 44�0�0Of sslo�l 000�� AS—BUILT DRAWING OF NEW SEPTIC SYSTEM 12/4/2008 (Rev. 01/05) PERMIT NUMBER: PARCEL ID NUMBER: SW070175 -BUILT DRAWING020-151-23 TOP OF MANHOLE TOP OF ADVANTEX POD = 104.10 (AVG). FINAL GRADE _ = 104.20 (AVG. TOP OF MANHOLE _ 103.58 104.21 (AVG.) FLOAT TOP OF TANK = 94.61 TOP 94.58OF NK SAND INVERT OF PIP 1500GALLON STEEL = 93.99 10GA. S.T.E.P. TANK MOUND IS TOPSOILED AND SEEDED —FINAL GRADE = 105.86-106.37 TT �' 3 -� SL� ORIGINAL GRADE = 101.48 TOP OF SAND = 102.97— 'BOTTOM OF BED = 99.83 RELATIVE ELEVATION OF BOTTOM OF TESTHOLE = 97.48 (NO H20) 1 ' BURIED • DEEP \j�\�j\�j�\�j�\ INSULATION —FILTER FABRIC .& � � _�. GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS 3701 E. TUDOR ROAD, SUITE 101 • ANCHORAGE, AK 99507 • PHONE (907)337-6179 • FAX (907)338-3248 ' WEBSITE: www.gameeeengi.nearing.com PREPARED FOR: PHONE NUMBER: PAGE NUMBER: DAN CHURCH 727-7689 3 OF 3 LEGAL DESCRIPTION: DRAWN BY: HUNTER HEIGHTS, TRACT 1 K.D.M. TYPE OF WORK: DATE: PROFILE AS -BUILT DRAWING 12/4/2008 TO DRAIN I FIELD 31 S�Op�S JVERT OF DISTRIBUTION LINE = 103.47 (AVG.) ORIGINAL GRADE = 100.90 "—BOTTOM OF BED = 99.66 o�oppO 0 T .�... ..................... ..§�... ......... • Oe f froy A. rn ess:' 04n9 "CE 7953 e� or �Ofesslo �o4Opoo�� 'Water Wed `Z3t-iffi2ii3 aznd% Punip Sem- (Ce iI aska (go7) :' fes -o>;93 Well Log Drilling= Started: Q$` 24 2007Comj)Ietcd: Q$;_27 12007 Cirv.43orough: Subdivision: BLOCK I LOT I Property Owner'*ame & Address: Dan Church jP.0.Box112173 Site: Bear Valley Anchorage Hunter Heights 1 1 Anchorage, AK 99511 \-ieridian Ton•nship Range Section %a of 1/4 of of BOREHOLE DATA from top of Casingpepth Drilling method: (X) Air rotary. ( } Cable too], Other N-laterial: Type. Color c wetness From To f We11 use: ( )Public supply, (x) Uomcstic. Other - ---- stickup 1 0 2 i Depth of hole: 165 ft, Casing stickup: 2 ft I Casings type: steel ---- Thickness: .250_ inches Casinu diameter: = 6 inches Casing depth: 165 _ ft overburden , 2 4 Liner type: - Diameter: - inches Depth: - ft silt & gravel 4 18 Static ,.nater (from top of casing): 15 ft on 08:28 r 2007 Pumpin,= Ievel & vield: _ feet after hours at �0m Rccovet-v rate: 5 _ `;pn1- Ivlcihod of tcstinr: Yairlift Silt 1$ 28 I Development method: airlift Duration: `1 hour silt & gravel 28 77 Well intake opening type: ( x) Open end- ( ) Open hole, Other __ _ Screened: Start: - ft, Stopped _-_- _—.-_ ft Screen type: = Slcrmesh size: - silt & gravel w/little H2O 77 79 - Perforated: Start: ft, Stopped: _ ft start: - I'L Stopped: - ft silty clay w/ gravel 79 100 ] 'Vote:.. wet silty clay w/ gravel i 100 110 Grout type: _ bentonite volume - l Depth; from ground surface -.to �— 20_--_ ft E dry silty clay w/ gravel 110 155 Pump intake depth: It ( Pump size: hp. Brand name: moist clay w/ gravel 155 ` 161 ' Was well disinfected upon completion" (x) Yes. ( ) No j Method of disinfection:Calcium.Hypochlorite.(Chlorine)--. j little clay w/ gravel & H2O 161 165 Driller comments disclaimers:......._ - ------------- ------------------........... _....... .......... ------------------------------------------------------------------------------------------. 1Leil driller name:. Johnny Kay Cotnpany name:... Hefty Drilling, InC.I ...................................... 354Akula Dr. address:... .-- ......... 1 1 j I cityAnchorage _- State: AK zip 99516 Phone number: ( 907/--N) 345 - 0593 fax:345-4700 Drillers signature: Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Section 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907)343-7904 Attention: Property owner shall provide a well log to the DSD within 60 days of well completion. Permit Number: N/A land use permit �� /� Date of issue: / Parcel Identification Number: — — Is well located at approved permit location:' ( x) Yes or ( } Nei>`''' i� L-24-2888 81:40P FROM: TO:_ -_7)8-_246 ■ ABOVE GROUND CASING -� n R L99 8&Yv��l� LU==T1W& knior kc�% __LV NAS I�o• n L,1j L& rein DATE; ro v P.1 rnchorw, Aiaska b07) 3 45-°553 E _ Pitless Adapter Manufacturer's Name: Coe" bol 61 ODS Pftless Adapter installer: AQA4 j T* , PUMP TTPE !J l%lr✓y1��0 MAKE A) rn mom 1 SERIAL v KOW s I Motes �ir J G CROP TYPI Type 1" �l� Sae t � nevem conalan POWER CABtE Type�&At_�Sii, i� a I` ELECTRICAL: voles 2 3 U I WATER TANK- Type "V C f � OVID 14/ 1 ?,�, Sn. err �e WELL CISNQ Sim per. Type t (� CASED HOLE From V To INTAKE STRUCTURE. Type a&"' to CIL From To OPEN HOLE: From To COMMENTS: well was disinfected upon completion, method: calcium hypochlorite. - rnchorw, Aiaska b07) 3 45-°553 _SGS_ SGS Ref.# 1086558001 Client Name Garness Engineering Group, Ltd. Project Name/9 Hunter Heights L1 Client Sample ID Hunter Heights L1 Matrix Drinking Water Printed Date/Time Collected Date/Time Received Date/Time Technical Director 12/18/2008 13:09 12/05/2008 14:00 12/05/2008 15:00 Stephen C. Ede Sample Remarks: Allowable Prep Analysis Parameter Results PQL Units Method Container ID Limits Date Date Init Metals by TCP/MS Arsenic ND 5.00 ug/L EP200.8 C (40) 12/10/08 12/16/08 NRB Waters Department Total Nitrate/Nitrite-N 1.61 0.100 mg/L SM20 4500NO3-F B (<10) 12/08/08 JDZ Microbiology Laboratory Colony Count 0 col/l00mL SM20 9222B A (<200) 12/05/08 DLC Total Coliform 0 col/100mL SM20 9222B A (<1) 12/05/08 DLC Fecal Coliform 0 col/100mL SM20 9222B A (<1) 12/05/08 DLC P'Ut 4-208 07:26A .FROM ___ TO _3383246 P:1/1 ■ ■ Fri JULY 10, 2008 A + HOME SERVICES 7501 E.140TH AVE. ANCHORAGE, AK 99516 ED'S ELECTRIC INC. P.O. BOX 210767 ANCHORAGE, AK MI TO WHOM IT MAY CONCERN: (W) M -46v1 Fac W 272-45W SUBJECT: ELECTRICAL FOR NEW SEPTIC SYSTEM, 17211 KINSWAY DR. HUNTER HEIGHTS SUBDIVISION, TRACK #1 ED'S ELECTRIC, INC. INSTALLED ELECTRICAL ON SUBJECT PROJECT TO THE CODE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE AND THE MUNICIPALITY OF ANCHORAGE. NOTE: POWER WIRING INSTALLED BY OTHERS THANK YOU, t � � DWAYNE R BRUNS ED'S ELECTRIC, INC. JL. ti p- �_'�if3 THU �4 : ��"'PM x O : PAGE^ = 1 Municipality of Anchorage P.O. Box 196650 • 4700 Elmore Road Anchorage, Alaska 99519-6650 * (907)343-7904 • Fax (907) 343-7997 http://www.muni.org/Onsite Development Services Department On -Site Water and Wastewater Program ,}-jeJ1t 0 C f �. r - n Department **** VARIANCE/WAIVER REVIEW **** Waiver#: OSP101245 COSA#: Permit#: SW070175 PID#: 020-151-23 Legal Description: Hunter Heights Lot 1 Engineer: Garness Engineering Group Applicant: Dan Church Your request for a waiver of the required 6 feet vertical separation from the bottom of the absorption field to the bottom of the test hole has been approved. The approved separation distance is 5.5 feet. This waiver approval applies to the proposed absorption field only. Any future upgrade to the on-site wastewater disposal system will require all separation distances be met or another approval from this department. ............................................................................... Waiver is Granted: X Waiver is not Granted: ) , Date: 1 O Z 1 1 o Approved by: C'� tivc, Name of Review ........................................................... .................. Rec#: 58873 Amount: $175.00 Date Paid: 12/23/08 **** VARIAN C E/WAIVER REVIEW **** G RNES5 ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS December 4, 2008 Municipality of Anchorage Development Service Department On -Site Water & Wastewater Program 4700 Bragaw Street P.O. Box 196650, Anchorage, Ak 99519-6650 (907)343-7904 Ref: Separation Variance for Hunter Heights; Lot 1, To whom it may concern: We are requesting a 5.5 foot variance from the bottom of test hole to the bottom of system. The following are mitigating factors: • A MOA category III Nitrogen reducing Advantex unit that will produce an effluent meeting State of Alaska DEC secondary standards in regards to BODS/TSS is being used The effluent will pass through 3 feet of imported sand before reaching the insitu soil, which should remove all bacteria. • The system is monitored 24/7 In short we do not see any concerns with granting this waiver. We are unaware of any adverse impacts this waiver would have on adjacent wells or septic systems. If you have any questions, please contact us at 337-6179. Thank you for your assistance. Sincerely; v ` Jeffery/0'h e4, P.E., M.S. Preside t 3701 E. Tudor Road, Suite 101 * Anchorage, AK 99507-1259 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.gamessengincering.com 300WXIICRII��_W L A Recording Dist: 301 - Anchorage s 10116/2008 3:04 PM Pages: 1 of I K A CEA —FORM `-2-1- " 6TRE7AEli iLECTRIC ASSOCIATION, INC. fe (Revised 12-13-01) 1102-7B 'I. frlEE�Anchorage, Alaska G-3442 EN08033 RIGHT-OF-WAY EASEMENT 020-151-23 PaT,�m. and �Susan�K_Chur�ch. P 0. Box 112173, Anchomm AK 99511 -Qrantor," tor a good and valuable consideration, the receipt of which is hereby acknowledged, does hereby giant, bargain sell, convoy, set -over, and deliver to CHUGACH ELECTRIC ASSOCIATION, INC_ an Alaska non-profit electric cooperadve, of Anchorage, Alaska., "Grantee," and to its successors, assigns licensees, and permittees, a sole and exclusive easement through, over, in, under, and across the lands of Grantor, situate in the, Anch2ragt Recording f District, State of Alaska, and more particularly described as followsr The South Ten Feet (S 10) of the North Twenty Feet (N 20) of Lot One (1), Hunter Heights Subdivision, according to Plat No. 2007-63, on file in the office oU'.' the District Recorder, Anchorage Recording District, Seward Meridian, Alaska. r. TO erect, construct, reconstruct, and install, and to continue to operate, maintain, repair, after, inspect, replace, i improve, and relocate, and to remove, such electric transmission and distribution lines, and their related facilities including foundations, footings, pilings, guys, anchors, crossarms and other attachments and equipment, and telephone lines, and telecommunication lines, and their related facilities, through, over, K under, and across the aforesaid premises as may from time to time be necessary or desirable for the exclusive use, occupation, and enjoyment of such right-of-way, including the right of ingress and egress to said premises, and the right to excavate, remove soils or fill on said premises, and the right to cut and keep clew of all trees, shrubbery, under -growth, and other obstructions on said premises as may be reasonably required for the construction, reconstruction, relocation, installation, operation, and maintenance of such facilities, TO HAVE AND TO HOLD the seine to Grantee, its successors, assigns, licensees, and permittees, FOREVER, Grantor agrees that all poles, wire, conductors, and other facilities, including any main service entrance equipment, which may be installed on the above-described premises by or for Grantee or its successors, assigns, licensees, and permittees, shall remain the property of Grantee, or the property of such successors, assigns, licensees, or permittees, as the me may be, and removable at its or their option. Grantor Covenants that he / she I they will not interfere with the lateral support of the right-of-way and will not excavate or fill in any portion of the above described casement without written approval of Grantee. Grantor Covenants that he / she I they is the owner of the above-described premises, and that the said premises are free and clear of encumbrances and liens of whatsoever character, except these hold by the following persons: IN WITNESS WHEREOF, Grantor has set his / her / their hand and seat, or has caused thM 1 6, PL sits to be executed agent, all an of the day of (Gmnioe,) STATE OF ALASKA, n1IRD JUDICIAL DISTRICT Th fort me on this /Ady,f oc,%(o�&,e Q006 by Print names of pirrson(s) signing docur L " 4� A Ali BV 4V z 0 After Recording, Return to. Chugach ElectricAssociOf ation, Ink �r o- P.0, Box 196300 Notary Public in and forth StateofAlask My commission expires: 'rr........ Anchorage, Alaska 99519-6300 DO NOT PLACE ANY PORTION OF SIGNATURFJS OR NOTARY STAMP OMtDE THIS BORDER OCT -16-2008 THU F � 49 AM CD A BVICES a1 901 162 4852 P� 001 ENCROACHMENT PERMIT 1102-07B G-3442 EN08033 020-151-23 This permit is between Chugach Electric Association, Inc., an Alaska non-profit electric cooperative, (herein "Chugach"), whose address is P. O, Box 196300, Anchorage, Alaska 99519 and Danny L. and Susan K. Church (herein "Perraittee"), whose address is P.C. Box 112173, Anchorage, Alaska 99511. 1. Easement. Chugach is the grantee or user of an easement for the construction and maintenance of electrical facilities, as f0ll0v,5: Dedicated by the plat of the subdivision known as Hunter Heights Subdivision, according to Plat Number 2007-63, recorded on the 21 st day of June 2007, on file in the office of the District Recorder, Anchorage Recording District, Seward Meridian, Alaska, Described in that certain written instrument recorded on the 9* day of December 1960, at Miscellaneous Book 21, Page 250, 6n file in the office of the District Recorder, Anchorage Recording District, Seward Meridian, Alaska, herein "Easement") which pertains to the following described real property: The North Ten Feet (N 10') of Lot One (1), Hunter Heights Subdivision, according to Plat Number 2007-63, recorded on the 21St day of June 2007, on file in the office of the District Recorder, Anchorage Recording District, Seward Meridian, Alaska. Permittee acknowledges the validity of the Easement. Permittee warrants and represents that Permittee is the owner of the fee simple interest in the land subject to the Easement and the following described real property to which the Easement is adj acent: let one (1), ?hunter Heights Subdivision, according to Plat 2007-63, recorded on the 2161 day of June 2007 on file. in the office of the District Recorder, Anchorage Record rig District, Seward Meridian, Alaska, (herein "Parcel") Encroachment Permit -Page 1 of 4 OCT -16-2006 THU 0i:49 AM CEAABVICES 11 901 162 4$62 P. 002 2. Encroachment. Permittee has purchased or constructed the following improvements Ott or within, the real property subject to said Easement; A water well, that encroaches into said Easement a distance of approximately Four Peet (4') for a distance of approximately One Foot (1'), (herein "Encroachment"). 3. permit. Chugach hereby authorizes Permittee to continue the existence of the Encroachment in its existing location subject to the covenants set forth in this permit. 4. bndemnification. Permittee shall indemnify and hold Chugach harmless from any claims for personal injury, property damage or other loss arising in any way from the continuation of the Encroachment. 5. No E mansion or. Increase. Permittee shall not in any way expand or increase the extent to which the Encroachment occupies any of the real property encumbered by the Easement without the prior written consent of Chugach. Chugach has no obligation to provide such consent. 6. No Interest in Real Estate Acquired. Permittee hereby acknowledges that the Encroachment and any additions thereto, even if in violation of this permit, has not and shall not in the future give rise to any interest or estate in the real property subject to the Easement or any other read. property. Without in any way limiting the foregoing, Permittee acknowledges that the Encroachment is not adverse to any interest of Chugach and its continuation is entirely with the permission of Chugach for purposes of the common law doctrine of adverse possession. This permit creates no interest in the real property subject to the easement. 7. Mod leation of Utility Facilities. If the electric utility facilities located within the Easement axe upgraded, added to, replaced or reconstructed, Permittee shall pay that portion of Chugach's total costs for such modification which is reasonably attributable to accommodating or preserving the Encroachment. If such payment is not made within thirty (3 0) days of written demand for same, Chugach may terminate this permit in accordance with paragraph 9, below. S. Covenants Running with the Land. The obligations of the Permittee arising from this permit shall be covenants running with the land which shall burden the Parcel and the Permittee's interest in the land subj ect to the Easement and shall benefit the Easement. 9. Termination. Chugach may terminate tbis pern�:it after the gi OCT -16-2003 THU O i � 49 AM 51 ICES 11 907 162 4652 C. Permittee fails to make the payment described in paragraph 7, above. 10, Tel . This permit shall, if not sooner terminated by Chugach, expire forty (40) years from the date hereof 11. Entire Agreement. This written permit constitutes the entire agreement be the parties with respect to the subject matter hereof and supersedes all other prior or contemporaneous parties. No modifications, amendments, deletions, additions agreements, ora] or -written, between the or alterations of the permit shall be effective unless in writing and signed by all of the parties hereto. CHUGACH ELECTRIC ASSOCIATION, INC. By: �� Dora L. Gropp, Acting irec, Engineering Services Division Date: PE TTEE By: Danny L. Church Date: /0 D By:. ®� f IS;usan-K. Chur Date:/ o Encroachment Permit - Page 3 of 4 P, 003 OCT -16-2008 THU 01:49 ACJ B A FIE Es V 901 762 4852 STATE OF ALASKA ) ) ss: THIIZD JCJDICIAL DISTRICT ) .4 1( The foregoing instrument was aclurowledged before me this day of I 2008, by ��L r� Soh y (%��'i (PST NAME OF PERSONS) SIGNING DOCUMENT) r OF �AVII)ISKA RY I:�r�'�1LICles a �<�:�tjts0 isaln:-, s :plrdsJun& 7 XM2 STATE OF ALASKA. ) ) ss: THIRD JUDICIAL DISTRICT ) Notary Public in and for the State of Alaska My commission expires: 6 P. 004 �� fvregomg instrument was acknowled ed before ire this / day of T°� C�G'Gdbe�R 2008, by Pf Ate, � q Director, Engineering Services Division of Chugach Electric Associatton, Inc., an .Alaska corporation, on behalf of the corporation. ey,ww� !�� i3 Notary Public in and for the State of Alaska My commission expires: 6` 7 20 � eeeeeeeeeeeeeee gI OFA ALASKA AFTER RECORDING RETURN TO: NOTARY PUBLIC Chugach Electric Association, Inc. 'Charles L Cuts P.O. Box 196300 Cott+mFsslor� tis Juete 7 Z01$ AaChDrku, l,'.Qw2,,4 99519_6300 Encroachment Permit - Page 4 of 4 G .F -A. 7.2Ic✓ OV GRJ.6 G RC_U rT' 1111\ L f� 111 W CK :C1011 N ZUEMA1, OF L01 GN CVMA PAE� pt" IT Re--wesr *ENC)'9Oa3 PILE l-CAMOJS T;ZOm C.E.A. 5u1ivr:Y AS -BUIL S `7� L ®�_ lr o� -2LOT 2 N® jZ�COMMt:1�►� 2.1' X 18.3' SHED -Co12REC - POLE Lz� --An" Ram FILOM AS r GB IGT$„ C,>F'.A • Gate It 100 CORRECT- l pLOT ,PLAN _ AS BUILT ,_ SCALE 1' = 50' GRID SW 3442 project No. 07-132 Long & Associates, inc. 11500 Daryl Avenue, Anchorage, Alaska 99515-3049 Registered Land Surveyors (907) 522-4625 Phone ®�0 A kglangie0alasko.net / jclangis clasku net �. • ... • • ��j� I hereby certify that I have surveyed the following deseftod property LOT 1,14UNTER HEIGHTS SUBDMSI N (PLAT No. 2007-63) * 49-TH Anchorage Recording Dh&ict, Alaska, and that the improvements situated thereon are .. .. ..:... ,tv ri 06.--n^r*v press and do not encroach onto the property adjacent thereto, that V_ r•�r— s no imprawments on the property lying adjacent thereto encroach on the surveyed F premium and that there are no roadways, tronsmisslon lines or other vistMe• LANG . easenw is on said properly except as indicated hereon. �+ KEI�lEiii G. L$--152nn02 Dated this the Day of Al.) e=027 _. of Anchorage, Alaska ..Sz • . • o� M to the responsibility of the owner to determine the existence of any easements, A� o owenants, or restrictions which do not appear on the recorded subdivision plot. 0 October 14, 2008 Danny L. and Susan K. Church P.O. Box 112173 Anchorage, Alaska 99511 Subject: Encroachment Permit Request for a Well Lot 1, Hunter Heights Subdivision Grid 3442,1102-7B, EN08033 Dear Mr. and Mrs. Church: Chugach has completed review of your request for an Encroachment Permit for an. existing well that encroaches into the platted Telecommunications & Electric easement on the north 10 feet of Lot 1, Hunter Heights Subdivision. The location of the well (approximately six feet (6') south of the north property line) bisects the easement, and limits the ability of Chugach to use the easement and maintain code clearance requirements for underground electric cable. Chugach will provide an Encroachment Permit subject to your completion of the following requirement: 1. An additional. 10 -foot wide easement must be granted adjoining the south side of the existing 10 -foot wide platted T & E easement on the north side of Lot 1, Hunter Heights Subdivision. The easement width will then be 20 feet adjoining the north property line. Enclosed is a standard Chugach easement document for your approval and signature. Please sign the document, have your signatures properly notarized, and return the easement to the Land Services Department at Chugach. Notary service is also available in the Land Services Department. Chugach will issue an Encroachment Permit upon receipt of the signed and notarized easement document.. Any work within the easement area must be in compliance with the enclosed copy of Chugach's Electrical Facility Clearance Requirements. Also enclosed for your use is theDig .Safely utility locate call center card and Chugach's What is an Easement? handout. Chuoach Electric AssCCiciicon, inc- .�rChcraQe. 11u5BO v9- 2 6 0 J i L-5 ; =O-� U>; 1��,� . c,� 0 i�_ � �1`)i ... -b 'di:::i Danny and Susan Church October 14, 2008 Page 2 If you have any questions, please call me at 762-473 8, or Jarrett Boling, Supervising Engineer, Distribution Design at 762-4608. Sincerely, Chuck Couts, SR/WA Right -of -Way Agent II Enclosures cc:(via: E -Mail) Mike Tullius, Manager, Distribution Design (via: E -Mail) Jarrett Boling, Supervising Engineer, Distribution Design October 31, 2008 Danny L. and Susan K. Church PO Box 112173 Anchorage, Alaska 99511 Dear Mr. and Mrs. Church, GLI Subject to your agreement to indemnify the company as set forth below, GCI Cable Inc. of Alaska has no objection to the well that -encroaches into the platted Telecommunications & Electric easement on the north 10 feet of Lot 1, Hunter Heights Subdivision., otherwise known as, (17207 Kings Way) city grid 3442, subject to the following requirement; 1, that an additional 10 -foot wide easement must be granted adjoining the south side of the existing 10 -foot wide platted T & E easement on the north side of Lot 1, Hunter Heights Subdivision. The easement width will then be 20 feet adjoining the north property line. This letter of non -objection in no way precludes GCI Cable from full use and enjoyment of any rights it may have within any portion of the utility easement and or the right-of-way, including unlimited access for servicing its facilities. Also any additional and extraordinary costs incurred during any future required construction, repair or reconstruction of GCI's facilities to accommodate any or all of the encroachments shall be paid by the property owner. By signing below, you agree to indemnify and hold GCI Cable harmless, now and forever, for any damage, costs, expense (including reasonable attorney's fees), liabilities and injury to any person or property occurring as a result of the encroachment. Please indicate your acceptance by signing and retummg this letter to myself at thA address below. 1 r David Brown MDU Specialist 5151 Fairbanks St Anchorage AK 99503 907-868-6950 Office 907-868-8580 Fax Acceptance Date / cti ^.iaska Ccmm!n=.cat cns Systems October 30, 2008 Danny L. & Susan K. Church PO Box 112173 Anchorage, Alaska 99511 ACS has no objection to the encroachment of the existing well that encroaches in the platted Telecommunications & Electric easement on the north 10' of Lot 1, Hunter Heights Subdivision, as depicted on the as -built drawing submitted. The location of the well (approximately six feet (6') south of the property line) bisects the easement, and limits the ability of Alaska Communications Systems to use the casement. Acceptance and use of this letter of non -objection by yourself, your heirs, your assigns, or your successors, will constitute agreement to the following stipulations: ACS will be held harmless, now and forever, for any damages or injury to any person or property as a result of this encroachment. Any ACS facility damaged or destroyed as a result of this encroachment will be repaired at no cost to ACS. Any costs incurred by ACS for special construction necessitated by this encroachment will be borne by the property owner. 4. All applicable safety code regulations will be observed and maintained. 5. This letter of non -objection will in no way preclude ACS from full use and enjoyment of its rights within any portion of its right-of-way. "SS,ncerely, ,Larry Smi ,Fore\n7 n �,9u' tside-Plant Engineering ACCEPTANCE: DATE: IJf / 1 Ly'' a .✓ i i r Grid # 3442 L\Engineer\CORRESPO\NONOBECT\SIGNED NONOBJECTION\NONOBJECAf 600 Telephone Avenue Anchorage, Alaska 99503-6091 tel 907.563.8000 toll free 800.808.8083 www.acsalaska.com 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 / WATER SUPPLY PERMIT Initial Permit Number: SW070175 Legal Description: HUNTER HEIGHTS LOT 1 Design Engineer: 0855 GARNESS ENGINEERING GROUF Owner Name: DAN CHURCH Owner Address: PO BOX 112173 ANCHORAGE, AK 99511 - Date Issued: Jul 25, 2007 Expiration Date: Jul 24, 2008 Parcel ID: 020-151-23 6. `4 - Site Address: NN KINGS' WAY DRIVE Lot Size: 42133 SQ. FT. Total Bedrooms: 3 Permit Bedrooms: 3 This permit is for the construction of: 0✓ Disposal Field M✓ Septic Tank Holding Tank [] Privy 0 Private Well Water Storage All construction must be in accordance with: 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 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 By: TH15 PRoPEf?Ty' t.✓ILt 6F PF1i'"1 j7_ED FOR A YSTEM. TN/s OFFicF YA3- AJ61 066-Fc7T1oN To 71(r_ /ssutf,VcE OF 44,0 fl3T P'ggA( /T. G�✓- s,7E �..�, E-? � c..rtsr��-•a-Tf�2 PSG Date: 6, L Date: Z 5_ Municipality of Anchorage • Development Services Department Building Safety Division On -Site Water & Wastewater Program 4700 Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. Property owner(s) DAN CHURCH Day phone 727-7689 Mailing address P.O. BOX 112173 * ANCHORAGE. AK Site address Zip Code 99511 Legal description (Sub°d, Block & Lot) HUNTER HEIGHTS S/D: LOT 1 Legal description (Township, Section & Range) Lot Size `=! Sq.Ft. THIS APPLICATION IS FOR ( ®all that apply) Absorption Field Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well Q Water Storage ❑ Number of Bedrooms 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 Family Dwelling and is in accordance with applicable Municipal codes. GARNESS ENGINEERING GROUP, Ltd. Permit/Rush FeesYL L� 1 7 Lv cd Date of Payment: L f' Q Waiver Fees: Date of Payment: Receipt Number: Receipt Number: (Rev. 11/05) Oct.30. 2007 9:34AM Garness Engiree6 ng Group, Ltd. No.0988 P- 1 GAR NESS ENGINEERING GROUP,, Ltd. CONSULTANTS & GENERAL CONTRACTORS. October 30, 2007 Municipality of Anchorage Development Services Department Building Safety Division On -Site Water & Wastewater Program 4700 Bragaw Street Anchorage, Alaska 99519-6650 Attn: Dan Roth, Program Mgr. Subject: Hueter Heights, Lot 1 Design Revision Dear Mr_ Roth: r S L+ Enclosed is our revised design for the subject property. This design is based on the discussions between yourself, Deb Wockenfuss and Susan Oswalt on '.Thursday, October 14, 2007. We are requesting to utili7,e the platted bed area to the south of testhole #4 (S&S Engineering 5/22/2007). Since this testhole has a 60 minute/inch percolation rate, we have increased the application rate to 1 gallon/day/ft2 and reduced the amount of bed area from 60 feet in length to 40 feet; the width remains 15 feet. The groundwater monitoring ibr TH#4 shows no water to 4 feet_ Our plan is to excavate to a maximum depth of 2 feet, add a minimum of 2 feet of sand, and build the bed on the sand filter. The perimeter of any sand filter or absorption field constructed above the top of the existing receiving soils will be lined with an impervious material so no lateral flow of effluent occurs prior to the native soils. ABSORPTION AREA DESIGN.- a. ESIGN: a. Percolation Rate: 60 minutes/inch b. Maximum Application Rate: 1 gallons/day/fl c. Number of Bedrooms: 3 d. Design Flow: 450 gallons per day c. Minimum Absorption Area: 450 square feet f. Design Absorption Area: 600 square feet & Total Depth: 2 feet (maximum below original grade) h. Effective Depth: 0.5 feet i. Width: 15 feet j. M.0 -A. Approved Sand Filter: 2 feet k. Length: 40 feet t Al rE 4ti' M , � °" A/ 3701 E. Tudor Road, Suite 101 * Anchorage, Alaska 99507-1259 Ph: (907) 337-6179 * Fax: (907) 338-3246 * www.garnessengineering.com 3ctJ0. 2007 9:34AM Garness Engineering Group, Ltd, No.0988 P. 2 At the present time the contractor is planning to install a drain near around the northeast confer of the house, that will collect and divert the existing surface water to a point over 100 feet from the proposed bed and Advantex tank_ We are unaware of any adverse impacts this installation would have on adjacent wells or septic systems. if you have any questions, please contact us at 337-6179. Thank you for .E., M.S. 3701 E. "Tudor Road, Suite I01 * Anchorage.. Alaska 99507-1259 Ph: (907) 337-6179 * Fax: (907) 33$-3246 * www.garnesscngineering.com Oct 30, 2007 9:34AM Garness Engineering Groin Ltd No 0088 P 3 LOT 1A; MOUNTAIN VALE S/D n \ II y — — LOT 5; MOUNTAIN TERRACE EST. #1 / \ O I I ' �' W l RAOlLq ' t PAI_NE\\ROAD___ — ROPOSD WELL II REVISED DESIGN I I I TRACT A; MOUNTAIN TERRACE EST_ #2 I �NO --�\-- ---^— 7 ---------- - \ -A — II .., I I ; I I,, 'r'. --PROPOSED 3 BEDROOM HOUSE �\ I oli. 1 \ I a•s�r TH#2 — STEVE PANNONE, P.E. \ I LOT 2; KING HEIGHTS S/D o f / I I \\ \ I 41 U"lI zl •'-r I I I`_� -TH#3 - ROBERT COWAN, P.E. \\ TH#4 - ROBER^ CO WAN, P.E. / \ LOT 1: KING HEIGHTS S/D I I \ \ I �PTIO ARl� I w I I \I \ \ N LOT 3;\ii LINTER HEIGHTS S/D / / I i S LE; i - 100' TARCT 1; KING HEIGHTS S/D I \ \ \ ITTLE RABBIT CREEK I� GARNESS ENCsiNEERING GROUP, -Ltd. CONSULTANTS & GENERAL CONTRACTORS 701 E. TUDOR ROAD. SUIYE 101 ` ANCHORAGE. AK 0507 • PHONE 907)337-6178 • FAX (907)316-,3246 ' W'EBsm rrr rtneean93ne�rf .c /} PREPARED FOR: PHONE NUMBER: PAGE NUMBER (�- DAN CHURCH 727-7689 1 OF 4 0 e A_ Gar ess, LEGAL DESCRIPTION: DRAWN BY: CE o G HUNTER HEIGHTS S/D; LOT 1 J.L.M./K.D.M. TYPE OF WORK: DA SITE PLAN FOR PROPOSED WELL AND SEPTIC SYSTEM 10/29/2007 000a`-"� (Rev. 01105) Oct.80, 2001 9:HAM Garness Engineering Group, Ltd, Ho -0988 P. 4 u� vry 4m 1 tKlfiRAINF D DESIGN: UtU, Ltd. HA$ A 7 PAGE SPECIFICATION NUMBER OF BEDROOMS: *3 LETTER THAT PERTAINS TO THIS DESIGN, MAXIMUM DEPTH: 3.0 FEET DEEP TO OBTAIN A COPY OF THE LETTER GALLONS PER DAY (GPD): 450 WIDTH: 15 FEET WIDE CONTACT GEG. BY PROCEEDING FORWARD PERCOLATION RATE/S: 60 LENGTH: 40 FEET WITH THIS INSTALLATION, THE ENGINEER, PROPOSED APPLICATION RATE: 1 M.O.A. APPROVED SAND FILTER: 24 FEET ` WELL DRILLER, CONTRACTOR AND MINIMUM DRAINFIELD SQ.FT_: 450 EFFECTIVE: 0.5 FEET PROPERTY OWNER AGREE THAT THEY 'MAXIMUM HOU5E SIZE PER PLAT NOTE ACTUAL SQ -FT,: 600 HAVE READ THESE SPECIFICATIONS AND AGREE TO ACCEPT THE TERMS AND CONDITIONS OUTLINED, FA 10' UTILITY EASEMENT }I PROPOSED 100' WELL RADIUS — 4— ROPOSED WELL s / 1�=40' \ •:i. - - _`•..±`• ' 18cl 1 O OOWp Z I \ ,` e`� •f _Q a j I!I W • •y' �' m x 1 W I •�<� _ �� J •', • ., I I PROPOSED DRAINFIELD (SEE PAGE 4 OF 4 'r NOTE_ THE CONTRACTOR SHALL I �I HAVE A REGISTERED LAND SURVEYOR STAKE AND FLAG ALL PLATTED DRAINFIELD SITE5 AND THE EAST LOT LINE PRIOR TO RESERVER SITE ANY CONSTRUCTION. 10' r — REVISED DESIGN JPLATTED DRAINFIELD SITE NOTE: THE HOUSE LocATION \ MUST BE 10+ FEET FROM ALL PLATTED DRAINFIELD SITE$. NO DRIVEWAYS, PARKING AREAS, OR STRUCTURE$ MAY BE N, PLACED OVER OR ON THE PLATTED DRAINFIELD SITES. C; ARN ESS EI NGTN EER Z.NG C=ROUP, Ltd. CONSULTANTS & GE=NERAL CONTRACTORS /} 3701 E. TUDOR ROAD, SURE 101 • AWHORWZ AK 89607 • %TONE (807)337•-817Q • FAX (90»)- ✓1 ^3240 • N'EBS!!E: 1,9om� FjirwHn9.aom tf PREPARED FOR: PHONE NUMBER: PAGE NUMBER: DAN CHURCH 727-7689 2 OF 4 Q LEGAL DESCRIPTION: DRAWN BY: HUNTER HEIGHTS S/D; LOT 1 J.L.M./K. D.M. TYPE OF WORK_- DATE: DESIGN OF PROPOSED WELL AND SEPTIC SYSTEM 1029/2007 (R— 01105) -PROPOSED ADVANTEX TREATMENT SYSTEM WITH 1500 GALLON S.T.E.P, TANK AND PUMP VAULT TH#2 — STEVE PANNONE, P.E. T 0` — TH#4 — ROBERT COWAN, P.E. TH#3 — ROBERT COWAN. P.E. .. .... ........... ey G rnes.9 Q ' CE— oO �4�nprofession�ac Oct -80- 2001 9:25AM Garness Engineering Group, Ltd. No -0988 P. 5 0 FEET LON 18 FEET LONG LATERAL 18 FEET LONG LATERAL$ I—. ------------------------------- c --------- -- ----- N 4' MONITORING TUBE ' MONITORING TUBE L ----------------- FROM PUMP VAULT NOTE: THE DRAINFIELD SHALL BE TOPSOILED AND SEEDED IN THE SPRING 2005 MONITORING TUBE THE DISTRIBUTION LINES ARE TO BE 1.25 INCH SCH. 40 PVC WITH 1/4 INCH HOLES SPACED IN 43 INCHES ON CENTER (5 HOLES PER LATERAL x 6 LATERAL = 30 HOLES TOTAL IN ENTIRE SYSTEM) FILTER 0.5 FEET 15 FEET WIDE W 4• MONITORING TUBE I I.r W 4" MONITORING TUBE w u� --THE DISTRIBUTION LINES ARE TO BE 1.25 INCH SCH. 40 PVC WITH 1/4 INCH HOLES SPACED 43 INCHES ON CENTER (5 HOLES PER LATERAL x 6 LATERAL = 30 HOLES TOTAL IN ENTIRE SYSTEM), GRADE TUBE 2 FEET BEEP MAX. GRADE �_' / !L • . .ice (,=ARNP SS F', NGT -NEER ING GROUP, Ltd_ 4 CONSULTANTS& GENERAL CONTRACTORS „ • • „ _ 3701 E. MOOR ROAD. S1ME 101 ' ANCHOMOF AX RM7 0 PO"E (807337-81'8 ' FAx (907AM-32/b • WEB= wr. 9Wrn•�rgins•ffny.cp0 a PREPARED FOR: PHONE NUMBER: PAGE NUMBER: DAN CHURCH 727_76894 OF ¢ 0 f A_ Garn ss - LEGAL DESCRIPTION: DRAWN 8Y. �n 9 CE— �0 HUNTER HEIGHTS S/D; LOT 1, J.L.M./K.D.M. �Q @ JR��g./o��`v TYPE OF WORK: DATE:0� �'Q�ofession DETAIL OF PROPOSED DRAINFIELD 10/29/2007 ��40po10 (Rcv01/05) AdvanTex Treatment System, AX Series -Mode 1 a CEOrenw ems, One (1) 40x96 Pod ---d INLET 0 NOTE: THIS INSTALLATION REQUIRES A PUMP VAULT TO PUMP TREATED EFFLUENT TO DRAINFIELD. 2" INSULATION INLET AX20 POD 1500 GALLON ADVANTEX SYSTEM NOTE: THE BOARD INSULATION TO BE INSTALLED OVER THE SEPTIC TANK & 4° BEYOND ON ALL SIDES EXCEPT UNDER THE ADVANTEX FILTER. THIS WILL ALLOW FOR HEAT TO ESCAPE FROM TANK & RISE TO THE FILTER ABOVE IT, TO PUMP VAULT SEWER ROCK 0 GA N . ESSENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS senI� 3701 E. TUDOR ROAD, SUrrE 101 • ANCHORAGE, AK 99507 • PHONE (907)337-6179 • FAX (907)336-3246 • WEBSITE:—gomesgineering.com ID PREPARED FOR: PHONE NUMBER: PAGE NUMBER: DAN CHURCH 727-7689 3 OF 4 LEGAL DESCRIPTION: DRAWN BY: HUNTER HEIGHTS S/D; LOT 1, J.L.M. TYPE OF WORK: DATE: DESIGN FOR PROPOSED SEPTIC SYSTEM 7/18/2007 (Kev. Ut/Uo) �FROM TANK TO FILTER DISCHARGE "URATE IJ I LI ORENCO BIOTUBE SCREENED VAULT ORENCO EFFLUENT PUMP 0 4Hy* Jeffre Gar ess. —79 3 •mac G �4��p�o f essio�oQ�/ NEKTH AUTHIORTY APPROVALS SEWER & WATER (MLN UTE1,dK* S SEWER A WATER 04PECTU)N DrANEEAWCSTL OICS ANOREPOATS WELL MKCTION l FLOW TEST & TE PLMNS FIOAD DESIGN 50k TEST PERCOLATION TEST STRLCTURAL MECrWwfdL fySP£CT:ONS ONStiE WASTEWATER OtSK. SYSTEM OES+GN �7 S\ ROBERT C. COWAN, peepgnG CIVIL ENGINEERING May 29, 2007 PH: 907694-2979 FAX: 907-694.1211 MUNICIPALITY OF ANCHORAGE Development Services Department P.O. Box 196650 Anchorage, AK 99519 Attention: Dan Roth REFERENCE: Tract 1; Hunter Heights Subdivision This letter is to inform you of groundwater levels on the above referenced Iot. Four test holes were excavated; two in November, 2005 by Steve Pannone, two in May, 2007 by S&S Engineering (see attached site drawing). Monitoring date Test hole 41 Test hole #2 Test hole #3 Test hole 44 11/13/2005 8.9' 10.3' n/a n/a 5/21/2007 6.5' 8.5' dry dry 5/29/2007 1 7.0 9.0' 5.0' n/a Si Shafer, P.E. j 15861 S. Birchwood Loop Road - Chuglak, Alaska 99567 ' 1 13 9 6' JAN a 9 2006 SOILS LOG - PERCOLATION TESTr►��••++i`�,�+ PANNONE ENGINEERING SERVICES �'••• J..... °••.•.+�1�. JAW .7 P.O. BOX 102954 `" 49 TH °''� ANCHORAGE, AK 99510 ,•••••i.. ............:s....0 r =--- . (907) 272-8218 ............Alf Steven Pannone ♦.t R. �'• CE849 . PERFORMED FOR: David D'Amato DATE PERFORMED: 11-03-05 ,�� E-)��'_..•�', � LEGAL DESCRIPTION: Tract 1 Hunter Hts SO ++'�4�*`' +,+`��• TEST HOLE 2 SLOPE Srm PLAN Slaty Gravel Fac PAINE ROAD 1 FILL --^------^------- Organic Root Q r------ 2 OR Mass 3 ; s s.mo+ tr. Eaw Smwn SILTS fn 1, 1V Trf4 iEaC Eaeti ML z z + 3 f; f - 4 11 +1 TEST +1 5 Gt t Si ty GRAVEL - HOLE i Tight + I 1 I 11 11 f 7 +i 1 I s TRACT 1 9 I+ I , Silty Gravel W1 i 10 GM pebbles Tight ++ +1 fl 11 +, le +1 sl BOH + 13 WAS GROUND WATER SLOPE 11 ENCOUNTERED? N 15 IF YES, AT WHAT_ TH 2 16 DEPTH? 17 DEPTH TO WATER AFTER MONITORING? 10.3' 18 DATE: 11-13-05 19 CLOCK 2t) PEROLATION RATE 80 (minAnch) PERC HOLE DIAMETER 6 inches TEST RUN BETWEEN 5 FT AND 6 FT COMMENTS: Test hole excavated by Owner. Test Hole was presoaked before perc test. R. PERFORMED BY: Steven Pannone, P.E. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE_ WITH ALL STATE AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST a■ READING DATE rT�wetTEa � NET TME LEVEL NET DROP READING 11-03-05 1:55 C 0' 2 1S:2S 30 MIN 5X • 3t6' S 1525 4 7S:5S 30 MIN 5 15:55 p• fl' �• �• 6' Cr 6 16:25 30 MIN 55L• 3/r Municipality of Anchorage karacl �R sit ._ 0 ,� C.), ,� Development Services Department r, + 1.;; 7 --z Building Safety Division 0 On -Site Water and Wastewater Program ......:....« 4700 South Bragaw SL P.O. Box i96o50 Anchorage. AK 99519.6650 t;; t201ERT G COWAN:++ Q {907}3)37`-�k.us if�`�P Cc -$B01 s, r �� Soils Log Percolation Test fill Ii;�,Pr.cr�'+�..�=�. PeHormeA For: DR V FL, b' Argo_Date Per`armrJ: S' �� A Legal Description: TR Mc.; 1 N brr4t t yr—S 1/6 Township, Range, Section: T s % 14 ,0 c. L "It J1 u Slope Site Plan o R CiNf c s Rofoioy.4_4 H�- v 1 1�:F v et) I �e 2- a. 3- , 0 S�Na �- R�ar�eS 4. (3 0.14 P6tk, 5- 6- 7- 8- 10- 11- 12- 13- 14- 15- 16- 17- 18- 19- 20 - WAS GROUND WATER ENCOUNTERED? s IF YES, AT WFAT DEPTIi? t. O Depth to Water After N/� P Vonitortng7 E Daw '�— Reading Date Gross lane Net Time Depth to Water Net Drop PRuso K S Ia-xl e 7 0 -30 30 M lfw 6 f�9 fr PA ► r 3 D (o a '3o M r (4 -7/g r 0 �s PEPCOL'1TION PAT-- Q Ir rLleswt) FERC KtE DIAMETER e TEST RUN er-IINE_!t 3 FT AND ^t/FT COMMENTS A PERFORMED BY: S Gr S �''j G. r rr ft i h 1 N G t /11-W L-: 42n.--•- CERTIFY THAT THIS TEST WAS PERFORMED 1111 ACCORDANCE WITH ALLSTATE AND hJUNICiPAL GUIDELINES 4`t EFFECT ON THIS DATE. DATE: 8- 19- 9- 20- 20- COMMENTS 9.0, N. o sorb sa_a �r•R �'tG+Cf WAS GROUND WATER ENCOUNTERED? N o S IF YES. AT yrH.AT DEPTH? 0 0 Depth to Water Aker P Monitoring? 0 E Data: ✓�' S17- S1r 21M 21M Reading Date Gross Time Net Tune Depth to Water Net Drop Mu ' icipaIity of Anchorage ,".'CJENGINEER:S SEAL Development Services Department euddtng Safety Division On -Site Water and Wastewater Program ri M=•::s ° tq, O SL r, "• 30S, 4700 South Sragaw P.O. BOX jge65o Anchorage. AK 99519-6650 r•, %� RO^ERT C. COWM4 �G'• '•� E801 www Ci enchorace ak.us 30 ,' C: - 60 Soils Log - Pacolation Test ,. 'j'g r 7 it f'e�crme(I For: D yj Mo T O �—Date F.-r!ortnt±-J: ;ya � 7 /- Legal Description: --RhC,7- % ?/v,JrsA Vrs J/o Township. Range.Se5cn: 7~JEsr Hot- # 3 J_ I Slope Site Paan 30 �'1rrJ 7 r' 8- 19- 9- 20- 20- COMMENTS 9.0, N. o sorb sa_a �r•R �'tG+Cf WAS GROUND WATER ENCOUNTERED? N o S IF YES. AT yrH.AT DEPTH? 0 0 Depth to Water Aker P Monitoring? 0 E Data: ✓�' S17- S1r 21M 21M Reading Date Gross Time Net Tune Depth to Water Net Drop O 6 30S, r•, s 30 60 30 r,rs ,. 'j'g r 7 it Go - /7�_" -- C) i3 30 �'1rrJ 7 r' PFRCOLATION FL -T2 lA U t—{ttSVe-) FERC VOLS DIAMETER (p TEST RUN 'A– _FT KIM FT PER+= ORhIED BY. S �N Gr NG �R +N C,. .— t C�. L L--CER7tFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AMD MUNICIP;3 G`UIIDEECINNEES I't EFFECT ON THIS DATE. DATE: Church, Susan From: Dean.Heather@e pa mail. epa.gov Sent: Friday, June 29, 2007 12:41 PM To: Church, Susan Subject: Re: HUNTER HEIGHTS LOTS 1 AND 2 Hi, Susan. I visited your Bear Valley property this morning, with Thede Tobish, of the Municipality. We met Dan & your son there. Thede & I looked around the property to ascertain the accuracy of the wetland & stream mapping conducted for the property by a consultant for Mr. David D'P.mato, the former owner. We confirmed the presence of a portion of the wetlands mapped by the consultant (Travis -Peterson) & delineated those with pink tape labelled "wetlands." This small area is in the north part of your property, right on the line between the two lots. There are seven delineation points, located on birch, alder or spruce trees or shrubs. We did not find any streams crossing your property. As I conveyed to Dan before I left, so long as your homebuilding activities do not involve any disturbance of the soil surface (including mechanized landclearing) within the small area of wetlands, EPA does not have any concerns with your proceeding with work on Lot 1. The soil surface in the westernmost part of the wetlands has already been disturbed. I advised Dan not to do any more work in that area, including grading. When we get to the point of having Mr. D'P.mato reseed the disturbed areas on his property, we will assess whether your plans can, as it appear, avoid the wetlands altogether, in which case we will have you (or him) reseed them. If you find you need to disturb some of them for construction of either home, please let me know. Thank you for contacting me; let me know if you have any questions. "Church, Susan" <SChurch@FBSAlas ka.com> 06/25/2007 08:52 AM Heather Dean/R10/USEPA/US@EPA To cc Subject HUNTER HEIGHTS LOTS 1 AND 2 «AR-M355N 20070625 084025.pdf>> Good morning Heather, The hunter heights subdivision is complete and the plat has been registered. Dan and I now own Lot 1 and Lot 2 of hunter heights subdivision. Dan Rothe of the Municipality of Anchorage has mapped the lots for streams and has found no significant water on either of the lots in question. S and S Engineering has designed septic systems for both lots that are acceptable to the MOA. As per our previous emails we understood that we need your permission to use machinery on these lots. We are anxious to start construction upon your approval. We would like to request a confirmed statement from you as an approval for excavation. 1 Please address to Dan and Susan Church to get a land use permit. Thank you for your time. Dan and Susan Church Dan cell#727-7689 Susan Cell#351-0030 Fax 257-9950 and Municipality of Anchorage as we may need this [attachment "AR-M355N_20070625_084025.pdf" deleted by Heather Dean/R10/T7SEPA/US] 2 ® [ -bow DATE: July 25, 2007 TO: FILE MUNICIPALITY OF ANCHORAGE Building Safety Division MEMORANDUM FROM: Joe Goodall Engineer II, On -Site Water Wastewater Program SUBJ: HUNTER HEIGHTS LOT 1 THIS PERMIT APPLICATION AND PLAT WAS DISCUSSED WITH DAN ROTH (ONSITE MANAGER). I HAVE BEEN AUTHORIZED BY DAN ROTH TO APPROVE A WATER AND WASTEWATER SYSTEM. Municipality of Anchorage On -Site Water & Wastewater Program (907)343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL Parcel I.D. 020-151-23 Expiration Date: 1. GENERAL INFORMATION Complete legal description HUNTER HEIGHTS S/D; LOT 1 Location (site address) Current Property owner(s) Mailing address Real Estate Agent 17207 KINGS WAY, ANCHORAGE, AK, 99516 DAN & SUE CHURCH Day phone 17207 KINGS WAY, ANCHORAGE, AK, 99516 CARRIE SCHLIESING W/ REMAX Day phone 2. TYPE OF DWELLING: Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) JUN p 9 2014 3. NUMBER OF BEDROOMS: 3 4. TYPE OF WATER SUPPLY: 351-0030 250-6199 TYPE OF WASTEWATER DISPOSAL: Individual Well 0 Individual On-site Individual Water Storage ❑ Individual Holding tank Community Class Well ❑ Community On-site _❑ U Public Water System ❑ Public Sewer ❑ Waiver/Variance request for: Received by: COSA to be released to the otherwise requested by the engineer. COSA Fee $ e5 2�,'� Date of Payment 4110111/ G ,_ Receipt Number 0tog r CA COSA # C�.� l`412y�2 Distance: Date: Waiver Fee $ Date of Payment Receipt Number 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 GARNESS ENGINEERING GROUP, Ltd. Address 3701 E. TUDOR ROAD, SUITE 101 ° ANCHORAGE, AK, 99507 Engineer's Printed Name JEFFREY A. GARNESS, P.E. Engineers Comments: In conducting this evaluation, GEG, LtD. attempted to provide a thorough, conscientious engineering analysis of the system in accordance with ADEC and MOA DSD Guidelines & Regulations. The reported results described the performance ofthe system under the conditions encountered at the lime of the test, and separation distances measured to readily identifiable features. The operational life of all wells and septic systems depend on the local soils condition, groundwater levels that may fluctuate during the year, and the water usage of the family being served by the system. These conditions are outside the control of the evaluator of the system. Satisfactory test results do not guarantee future performance of the system, nor do they guarantee that there are no hidden defects or encroachments. GEG, LTD. can therefore not provide any warranty or future estimate of how long the system will continue to meet the operational requirements of the ADEC or MOA DSD. The content of this report is for the sole benefit of the owner listed above. Any reliance upon or use of this report by any other person orparty is not authorized, nor will it confer any legal right whatsoever. 6. DSD SIGNATURE _ System #1 Approved for —3 bedrooms. System #2 Approved for Disapproved. Conditional approval for bedrooms. Phone 337-6179 Date 6 C) ho bedrooms, with the following stipulations: ON-SITE WATER AND WASTEvJATER FRAM Original Certificate Date: The MrlBicipaYrfy o�'Ancl r §e Develop, emt Services Division (DSD) issues Certificates of On -Site Systems Approval (COSA) based only upon the represenatations 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. ATTCHMENTS: COSA Checklist Vl"I Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other raa. 1011>19) 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: A. WELL DATA Well type PRIVATE Date completed 8/27/2007 Total depth 165 ft. Date of test Static water level Well production HUNTER HEIGHTS S/D; LOT 1 If A, B, or C provide PWSID# N/A Sanitary seal (Y/N) YES Cased to 165 ft. FROM WELL LOG 8/27/2007 15 ft. Parcel ID: 020-151-23 Well Log (Y/N) YES Wires properly protected (Y/N) YES Casing height (above ground) 18+ in. AT INSPECTION 5/7/2014 10 ft. 3.25+ 9 - p.m - WATER SAMPLE RESULTS: Coliform U colonies/100 ml. Nitrate I. L9 mg./L. Collected by: GEG, Ltd. Arsenic: A2 0ug./L. Date of sample: 5/7/2014 B. SEPTIC/HOLDING TANK DATA Tank Type/Material S.T.E.P./STEEL Date installed 10/29-31/2007 Tank size 1500 gal. Number of Compartments 2 Cleanouts (Y/N) YES Foundation cleanout (Y/N) YES Depression over tank (Y/N) NO High water alarm (Y/N) N/A Date of pumping Pumper `SEE ADVANTEX MAINTENANCE INSPECTION REPORT C. ABSORPTION FIELD DATA BELOW EXISTING GRADE Date installed 10/29-31/2007 Soil rating EDr ft2/bdrm) 1_0 System type ADVANTEX/BED Length 40 ft. Width 15 ft. Gravel below pipe 0.5 ft. Total depth '3.2-3.8 ft. Eff. absorption area 600 ft' Monitoring tube YES Depression over field NO Date of adequacy test 5/7/2014 Results (Pass/Fail) PASS For 3 bedrooms Fluid depth in absorption field before test DRY in. Water added 550 gal. New depth DRY in. Elapsed Time: _ min. Final fluid depth DRY in. Absorption rate >= 450+ g.p.d. Any rejuvenation treatment (past 12 mo.) (Y/N & type) NONE KNOWN If yes, give date - NOTE: ALL MONITORING TUBES REMAINED DRY THROUGHOUT TEST. BED WAS INSULATED PER INSPECTION REPORT. 24" SOIL COVER SATISFIED. D. LIFT STATION Date installed 10/29-31/2007 Size in gallons 107 Manhole/Access (Y/N) YES "Pump on" level at 40 in. "Pump off' level at 25 in. High water alarm level at 52 in. Datum BOTTOM OF PUMP VAULT Cycles tested 3 Meets alarm & circuit requirements? YES E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: - Septic tank/lift station on lot 100'+ On adjacent lots 100'+ Absorption field on Public sewer main Sewer /septic service line 100'+ NIA 25'+ On adjacent lots Public sewer manhole/cleanout NIA Holding tank Animal containment areas 501+ Manure/animal excrete storage areas 100'+ SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation 51+ Property line 5'+ Absorption field 5'+ Water main N/A Water service line 10'+ Surface water 100'+ Wells on adjacent lots 100'+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line 10'+ Building foundation 10'+ Water main N/A Water service line 10'+ Surface water 100'+ Driveway, parking/vehicle storage 10'+ Curtain drain 25'+150'+ Wells on adjacent lots 100'+ UPHILLIDOWNHILL F. COMMENTS G. ENGINEER'S CERTIFICATION 1 certify that t 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. Engineer's Printed Name JEFFREY A. GARNESS Date 09/fq (Rev. 10112112) VFrom:ANCH TANK & WELDING INC 65/[19/2[14 05:11 D606770 277 97.15 APLLIS 08/02/2014 15:47 9077 P.001/001 PAGE 04 From;ANCH TANK 8 WELDING INC 277 9715 05/06/9014 10:58 9017 P. 001/001 VpalaKr Bicmat: ii4i�yy,.'�N'�ormal ❑EYEIR�NR 226 711 _ POMmoomms 8 • mang MR ,r� Current IM 0Ron noun ■5, 0 1MM11 ■■ III on tt� • ■o■ ■r Illy■ ■ on ■■ r It ■■ NOR ■m rdvarfflax` Field Maintenance Report AnchorageTank Annual inspection gr17.979-�r�Aq Jwne/Tyckln9 a >r T � � — • v paM RIOar/Lld .............. VpalaKr Bicmat: ii4i�yy,.'�N'�ormal ❑EYEIR�NR Dan Church ^' Mike Blakeslee Fi' mal Ci rdt ................... alk nddla.r Current ban+aev anona 17207 Kings Way Drive, Anchorage AK 99616 12— (907) 7274689 AX SIIe IM auntyla M puGq RTP WVI. V Dan, NLW ru.annon AX -113922 SW070175 210556 R7U112627 10/13/2013 lietrieve 0&M info Daily Atom ratin_ Tlmerxeningx: ParFerm Field SartlpiinglOhsarvations NTV if 6ttJil_la} PH(&gi CO(bq Odor of Sample 1¢plcal tuely :J Eardly i_JWev Nan-typlcel£-[to- IJGabb✓age I1Deaay Oily Nim in MI) LYea >�yCAD Fp.wre In tank U`ma 6,io Check Control Panel Recirc Ampe piachartle Ampx AudibiA And ulauel alarms Kay, Dial tone, helemetly only) �-IYas ❑ No Insptet/Clean Pump System Fecimu!etine SFI!nt rv.lve....... *- J/❑ _ comments Me "Sum Sludge/Scum slutlae seam tst Ccmpadment Inspect Chen RIOar/Lld .............. — K, Bicmat: ii4i�yy,.'�N'�ormal ❑EYEIR�NR Spice Bo%....................�- 2nd CPmpalt—ntCpl Fi' mal Ci rdt ................... Prev cue Current FIoaW......... ...... ...... ... 12— Pump ...... ...... .......... —1. �3 .d.+ nict.bo' Filter ..... ............le �j/a/(( Spice BflK .�In H!dlubt Pumppauh .............* �7 T Fecimu!etine SFI!nt rv.lve....... *- J/❑ _ comments Me "Sum Sludge/Scum slutlae seam tst Ccmpadment Clrml�_ Pr.`nrloue GurrcptY Previous Bicmat: ii4i�yy,.'�N'�ormal ❑EYEIR�NR PoDOoRom 'kI�s I 2nd CPmpalt—ntCpl f Prev cue Current _ previews 1 12— Inspect Clean Riser/Lid Inspect/Olean AdvanT®z Filter Inspect/Semide Other System CampAnents In6pool Glean Inxpsct ClAan Dminfectlun EquipmnM 69- aixpnnnl worAlworlllcex fik Additional Services Rendered ❑ Cleaned faxtifn eheets7 L. Replaced 11V AbMA7 n P.anlemd/uand other Itrmat Parts Used: w = WareIt.. Nty, 6 , Bllinola l✓ ap i,in atPetdo;;off t it W B ICem NumMr Deecriptlan Final/Safety Inspection ' RSV relne.11nd !KK� yd��a''baited cn )llanitald raoonneeay flush valvet clased AL w' .f panel reectlmted Summary/Re aammaMdptions Ll System pato ming; no further actin waled �_ Tdnk needs pumpng ❑ Cnll ltr A4rviee ❑ other+ Date Fax cetripleted fertrl to 1-866-384-7404 Inspect CIEan Ddcr: rj�Nnlmbl ❑Pungent Ldternle/D dflcex 3K Bicmat: ii4i�yy,.'�N'�ormal ❑EYEIR�NR PoDOoRom 'kI�s I "ddRln6liaandinp: 'Uvne/Minor ME%amsttw )afaha V.. 1?`✓< Inspent/Clean Discharge Pnmp Syytom Inspect Inspect Clean Riser/Lid None, �j/a/(( Spice BflK .�In Pnmp Floatcmrla Z- Inspect/Semide Other System CampAnents In6pool Glean Inxpsct ClAan Dminfectlun EquipmnM 69- aixpnnnl worAlworlllcex fik Additional Services Rendered ❑ Cleaned faxtifn eheets7 L. Replaced 11V AbMA7 n P.anlemd/uand other Itrmat Parts Used: w = WareIt.. Nty, 6 , Bllinola l✓ ap i,in atPetdo;;off t it W B ICem NumMr Deecriptlan Final/Safety Inspection ' RSV relne.11nd !KK� yd��a''baited cn )llanitald raoonneeay flush valvet clased AL w' .f panel reectlmted Summary/Re aammaMdptions Ll System pato ming; no further actin waled �_ Tdnk needs pumpng ❑ Cnll ltr A4rviee ❑ other+ Date Fax cetripleted fertrl to 1-866-384-7404 ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT BETWEEN MUNICIPALITY OF ANCHORAGE AND SC.�ie THIS MAINTENANCE AND REPAIR AGREEMENT made and entered into as of this Da of_)L_vt<: of20 �` , by and betwcen �{_b� 1ifou"4-ct, 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 (A W WTS), described as located at fle"al description). 12 -- itn/ 2. Definitions. V Alteration. Any change to the design or function of an A W WTS that includes the installation or removal of any parts, components or pieces not included io 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 AWWTS that were included in the original design which would allow the AWWTS 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 AWWTS is in use or is operational or until the proper .. is sold or title is transferred b� the owner and a new COSA is issuccl 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 A WW"I'S in a satisfactory condition capable of producing treated septic effluent in accordance with the equipments approval for operation in the Municipality. The owner shall enter into a service aereementwith an AW W I S service and maintenance provider approved by the municipality and the manufacturer of the AW WTS for the entire term of the AW W rS. In addition, it shall be the responsibility of the Owner during the term ofthis Maintenance and Repair Agreement, and any renewals thereof, at the owners sole expense, to pay for any and all: (I) repair(s), (2) maintenance. (3) adjusnneM(s), (4) replacement costs, and (5) inspection costs. B. Owner agrees to comply with all applicable ordinance, laws, regulations, rules and orders for the A W 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 ackno+%led,_eS that the fine for failing to maintain and repair an AWNVI'S 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. E Owner agrees to grant the Municipality reasonable access to test and inspect the AW WTS upon 24 hours written notice. G. Owner agrees that any sale or transfer of title ofthe property will not occur without a new Certificate of On-Site Systems Approval. If. Owner agrees that the AW WTS installation and maintenance requirements as provided by the AW WTS vendor/installer and approved by the Municipality arc the governing guidelines for the construction, maintenance and repair of the Owner's AW WTS. 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 ��ith. and suer} mritin,- -,hall Le attaciicd io this ivlaintenanee and Rcimir Agreement as an amendment. B. For the purpose, of any amendment modification or change to the terms and conditions of this agreement. the only authorized representatives of the parties are: t 4 L a. Owner. Jaar'_�Uyt �w� cis �U c b. Municipalit%. Dircetor. Community Development or designated authority C. Any attempt to amend, modify, or change this contract by either an unauthorized representative or unauthorized means shall he 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. Severabilitv. 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: (signature) Date: C -i &y) (print name) STATE OF ALASKA ) T111RO JUDICIAL DISTRICT ) III, t h.:IOI'Z<rntnf?Q� Ii1�trU n)Cll! bt it `j. 1� �nt?7V�t d3C�� hi. rh l'r` me!hi, f{il[ .d NO''ARY P,UBLIC FOR ALASKA My Commission expires: MUNICIPALITY: By: [:ALYNotary Public J. GHILDS State of Alaska SHA ssion Expires May 5, 2016 Date: name) Title: