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VILLAGES VIEW ESTATES WEST LT 4
Villages View Estates West Lot 4 #020-311-43 Municipality of Anchorage ;•'' '` „• Development Services Department Building Safety Division On -She Water and Wastewater Program, 4700 Bragaw St. P.O. Boz 196650 Anchorage, AK 99519E650 Page 1 of 2 www.ci.anchorage.ek.us (907) 3417904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number. SWO60042 PID Number. 020311.43 Norm Wastewater System: ® New ❑ Upgrade !"C"MAIIINER DRIVE ANCHORAGE ABSORPTION FIELD Ptpna NunEw of a.troam D Dap Trartott 0 &*am Tmxh O ead O blond O Oew LEGAL DESCRIPTION Sod ° TOW Depth am aP 6 GPDn'f 3 3 FI. elodt Lot sdlxl awn Doptn W P” bollm rmm on" paM or" dean benaaet ppe 4 VILLAGES VIEW ESTATES 1.9 Ft. 1.1 Ft Toemnp Rrge IVGC Fill added °Ewe onarW fan Gravellarglt[ jo 1IN 3W1.5 Ft. 30 Ft. Well: ❑ New ❑ Upgrade or..,et.tdtre 5 Nnrw«an». 1 Dtaartoa bat wr law 0 Ft. Ft Ctaaamcat orl (Pttvala. A B. CY Tolat Doom C".d to Teat aCaorpam area Ppe MvtW PRIVATE 468 Ft. 45 Ft 170 Fe ASTM 3034 Drab Dare Dratw smK wat« t«« auutw Date hart,° M -W DRILLING 10/11/2001 ' 25.7 Ft DIRT WORKS 611212006 Taco Pvep s« at ca" tle,ptt Aocra.d TANK 1.5 GPM 458 Fl. 3 L 3 F SEPARATION DISTANCES ❑ Septic ❑ Holding ❑ S.T.E.P. ® Other. ADVANTEX To Septic Absorption Lift Holding ubiwprtvste maraeaaw apaoy Fran Tank Field Station Tank Sewer Lhe ANCHORAGE TANK 1 1500 Gat, wan +100' +100' — — +25' Mal«tat STEEL ld n aCoff, "'"' 1 2 autacawat« +100' +100' — — LIFT STATION Lot t,rn +5' +10' — — NO LIFT Gat .an« +5' +10' — — •Pwv ow W.* r 'PMrp otr t.vat at f4pn eel« alr a Fou,detm M h h Calm da+t ���Itt +Jg' �/t +50' — — Pterp Make a Model Etacbrar tmpecoma pada by REDI ELECTRIC Ra * LEACHFIELD ROTATED 90 DEGREES FROM PERMfT SITE PLAN BENCH MARK TO FIT CONTOURS FOUND IN THE FIELD.T 7 ^, L<.IRS TOPP OFF FIRST FLOOR SLAB 'tlalli., 'i'�• 100 Ft E ' Inspections performed by: CHRISTOPHER WOOD c; r . , ,pates: 1' 6/12/2006 2"d'6112/2006 S`F Development Services Department Approval �,• Conditional Approval Date: ig'. CHRISTOPKI1 R WOOD Jt f �'• 4 CE 0397 f ��'' Reviewed and approved by: a Data: 1-29,-07 • • "�c�. s•�T•OjBESSIOhN 4 (Rn eaAnd Permit No. SWO60042 Page 2 of 2 Municipality of Anchorage DEVELOPMENT SERVICES DEPARTMENT ON—SITE WATER & WASTEWATER PROGRAM 4700 SOUTH BRAGAW STREET P.O. BOX 196650, ANCHORAGE, AK 99519-6650 On—Site Wastewater Disposal System and/or Well Inspection Report Legal Description: VILLAGES VIEW LOT 4 020-311-43 , SWING TIES 'P.LA \ C ee 4os I WELL F .'�.� \ \ I SCALE 1'.50' \o, HOUSE B I Lot 4 r. 1500 A6 4., ".* I ADVA EX' W/AX .20'.. TER POk* .. J I •,Ii 'X'p": I 1 I' I RESERVE SITES R INPIEL\ ._o. I .; ,•' 0 - CLEANOUT ®, �'�. `:.+:•'� ANDERSON ENGINEERING 1 WELL TEST MOLE 10/11 ?'% �• ./ P E NR AH /''�••/ • - MONITOR TUBE ASSUMED ELEVATION • I00 : /' ELEVATIONS 1/18/2007 ORIGINAL GROUND •, T.• " (NOT TO SCALE) LEVEL ATI 84.7 ENgNEER'S SEAL _00004pp MT -I 115' FILL 85.8 TH-I o� OF,A4`�k4 NSULT87 INSULAT ON ����'. '•; )7 94.2 1.4' TYPAR ... ' Q � 83.9 O... .. ..... ' I:I'ANK•GRAVEL• °•oNO .V.T. Q••••; .• •.••••.. ••••• •.CHRISTOPHER R. RV0092.02.875.7 �O c.CE-103878782.7 80.7 BOTTOM OF T.H. ���p4�PROFE55 ��o A W N �z zz D z zo O c: -<r- in (D O'Q�- Dmm W CZ ZK -0m > > 31 3mA-,g z n a OL (n -r -m 00� CIL 0 ns ',.n' / / �. D VI D L m 06 co rri o \ \ / /�l -f, r �0 � Oc 3 Y R 6� .f= zommc� LO.« Corn mm c / xc�m "• CD O o �- / S0f ➢Din D my ' X X m ? p / '�' / Ori O� Y� m N ZO it o Cm CSD - `Oen ' ' m K o m Z �.'! "�i •f> .__, Otao �' z r v f ! (P o oc ..', f o c Z m / oOOM C _ NA_ ! �' �-------1/ Co '- ;cc,m -------------------- Q.'DX �! ODD N 20 `� I CD r -Z I �0 i innm / Gj i -03 (0 U1 � �- 3 LA --' t-)1v N a c s <,•c o N v i ,Om �3aa,` ;CCD 0. Z V S O Q ° 3 < n� V1Cl _ sD a () o s w c° 10 Q m Q so m 0 3 ..• .�, N art 03 • O �• M o w0 C: 3-C IAJ rt S3 ,< Q (D O 7 a N " -M N N 1 •-' 2 . . :2. O 3 a Or rtm N a _. N WO. O O I q D 6 -1 �V) A r 5 N ,- �ti�� ��1 • o D A m N o_ c En r 5 cnOm �—C X m O ^_ > m V) �x :>60 .4,0D mm CIDEnm a �Zrri 2U) O_ DOS o� �� D Oo O ? \' y OVi O X- o o m to 41 D 'D — 3-�scc w --i �- o gy ut D OC \ •�Ja f mofm<aiom A �r-i a c s <,•c o N v i ,Om �3aa,` ;CCD 0. Z V S O Q ° 3 < n� V1Cl _ sD a () o s w c° 10 Q m Q so m 0 3 ..• .�, N art 03 • O �• M o w0 C: 3-C IAJ rt S3 ,< Q (D O 7 a N " -M N N 1 •-' 2 . . :2. O 3 a Or rtm N a _. N WO. O O I q D �V) A r 5 N Ln D D o< D A m N o_ c D 0 r 5 cnOm �—C X ADS O ^_ > m V) �x :>60 .4,0D mm CIDEnm ;u �Zrri 2U) O_ DOS D Oo O ? z y OVi O p w --i D OC 0 A o U) Eagle River Engineering Services Christopher R. Wood, P.E. 10421 VFW RD. Suite 201 (907) 694-5195 tel Eagle River, AK 99577 (907) 694-3297 fax January 19, 2007 Dan Roth Manager, On -Site Services Municipality of Anchorage P.O. Box 196650 Anchorage, AK 99519 Re: Villages View Estates Lot 4 Inspection Report Dear Mr. Roth: Eagle River Engineering Services (FRES) designed an Advantex septic system at the above property to serve a 4 bedroom single family residence (SW060042). The septic system was designed utilizing test hole information provided by Anderson Engineering. The septic system was designed around Test Hole #11. During construction of the leachfield, it was noted that the measured depths of test hole #10 and #I1 appeared to be transposed. The measured depth in the monitor tube near test hole #11 as shown on Anderson Engineering's site plan was only 5', not the 9' feet as reported. Conversely, the depth measured at the uppermost test hole, #10, was 9' feet which corresponds to the depth reported in Anderson Engineering's soil log for test hole #11. We believe that the soil log on file for test hole #10 reflects the conditions attest hole site #11, and vice versa. We verified this by excavation with a backhoe prior to installation of the leachfield. The leachfield was installed as designed for the soil conditions noted for test hole #I I (visually verified and field perc'd), but at the site noted for test hole #10, the uppermost test hole on the lot. Thank you for your understanding in this matter. If you have any other questions, please contact me at 694-5195. Sincerely, EAGLE RIVER ENGINEERING SERVICES I I �1/ Christopher R. Wood, P.E. Principal \2003\06.005INSPECTION.DOC TRACT B-1 '� j (- f' 7 F .i . -1 •TRAGT-A TH24 l.' �: �; %ia r.,7 :. Tii2$ t o.., a: s as•r ,:,e�;_' 'i:' �' :t: :, {'Z\�: �.�a , �:�A\� •t a .tea'; i ,. :�ti�\•: - ::: �, .� TH 2��,' • .. int.. � r•.. %O./J� � �. —� • :5' ��\ �•:� � _' r •� i .• '� � r• 1 �' . �.`�(?star; ��:� ;. '- ;� ,• •=: •—�.' 1' f : ._�� _ - It . ; \- "�, � m ; �� � • : •• • Flee to a• 1. 'i ' •J ''ii - — C t '\ ! V'� .14.39. _ ••t ��`i:�:.l:i. , { 1 i yet „• �`:: .,: :,�.�• _ ~• .: /: f• ''. ILT 70 ' �i �• 960 ' • �' \ . S 'Poo \ e e0 20 • � � \ 7801 \ 't • 10 6 BOr• ' t '� EO 00 .fit `.' 6�2p 0 � \ 1 .� l ` � •` WELL LOCATION PLAN SCALE 1" = 200' MunkipmW of DEPARTMENT OF HEALTH & HUM N SamCES bas'L' Strew. Anchorage, Alaska q= -06W SOILS LOG - PERCOLATION TEST PERFORMED FOR: John Beragren DATE LEGAL DESCRIPTION• The Villages Sub. ToMrrah;p• Range, Secsion: 2 r •. ' � My - ,• ; • S� TESTHOLE NO. 10 4 _•, 6?wK-- l3abrLoco, 77 12 13 14 1s 16 77 18 19- .20. 9..20 I WAS GROUND WATER ENCOUNimunr No PERCOLATION RATE L *9" Irtvrwusnenl PERC MOLE DIMAETE.R Tm RUN ENis Test Cavity Presoaked PriBiO to Test D 3 LFT 'ERFORMEp BY: N, And •CCORDANCE WI'T}1T TEST WAS PERFORMED w AL• STATE AND MUMCIPAL GUIDECwES eY EFF— THIS DATE DATE 2-ODp (Rev. 4/Ml. i • YraniCiP{B}�r d Andmnpe DEPyARTMENT OF HEALTH d HUMAN SERVICES 8l.. Sreer4 Anchorage. Alaska 99$M -D O SOILS LOG — PERCOLATION TEST PERFORMED FOR John Beraaren DATE LEGAL D6=jMON: The Villages Sub. Township, Range, Section= 7 1 Illllllli II S I I 1 1• i 1 I II n I N •I 2 .. •I II • _ 3 � i I 4 • • j` 5 � Z• •�.�• SW 6 7 8 r TESTHOLE NO. 11 Test Cavi . WAS GROUND WAT M ENcouNTamm _ No PEF=LAnoN RATE Iu trtunueeie!Cy PEAL HOLE DIAMETER TESLA M BETWEEN �� FT AND Presoaked Prior to *Test. 'ERFORMED m M. Andereon 1 � 0 0"OCORDANCE WITH ALL STATE AND MVMQPAL GUOV-240 PI EFFECT ON THrS DATE. DATE: 2-008 (Rev. AM) TEST WAS PERFORMED IN 1 Illllllli II S I I 1 1• i 1 I II n I N •I I (. I 11111111 •I II i I I I.I (1 _ I I I PEF=LAnoN RATE Iu trtunueeie!Cy PEAL HOLE DIAMETER TESLA M BETWEEN �� FT AND Presoaked Prior to *Test. 'ERFORMED m M. Andereon 1 � 0 0"OCORDANCE WITH ALL STATE AND MVMQPAL GUOV-240 PI EFFECT ON THrS DATE. DATE: 2-008 (Rev. AM) TEST WAS PERFORMED IN • IMunkipaGty of Anchors" DEPARTMENT OF HEALTH & HUMAN SERVICES US OV Street• Anchorage: Alaska 94502-06M SOILS LOG — PERCOLATION TEST PERFORMED. FOR: John Berggren DATE LEGAL DESCRIPTION: The Villages Sub. Township. Range, Section: (E'!}• O L_ SLOPE — 1 2 _ �I $ '�••� TESTHOLE NO. 12 r 4 11 d JW Y. 1 130 U Lb L -ILS 6- 7 7- s a- 11 12 13 14 is 16 17 19. 19• 20. WAS GROUND WATER.• . ENCOUNTERED? No DEPTH? Dem to S" SEEN mn/i!=i/� "Orma—m PERCOLATION RATE < I a (minutmimch) PERC HOLE DIAMETER 8 TEST RUN sErwEEN 3 Y _► FT AND q )�L FT OMMENTS Test Cavity Presoaked Prior to Test. 1RFVRMED sr. M- Anderson ) l- THAppT j/ESTpWAS PERFORMED W -COROANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES W EFFECT ON THIS DATE DATE •_�2 -006 {Rev. 4185) ) MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water 8 Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Initial Permit Number: SW060042 Legal Description: VILLAGES VIEW ESTATES WEST LOT 4 Design Engineer: 0848 EAGLE RIVER ENGINEERING SEI Owner Name: JON BUSH Owner Address: 300 MARINER DRIVE ANCHORAGE. AK 99516 - Date Issued: Mar 21, 2006 Expiration Date: Mar 21, 2007 Parcel ID: 020-311-43 Site Address: NHN VILLAGES SCENIC PARKWAY Lot Size: 197327 SQ. FT. Total Bedrooms: 4 Permit Bedrooms: 4 This permit is for the construction of: ❑✓ Disposal Field ❑✓ Septic Tank ❑ Holding Tank ❑ Privy ❑ 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: [���sG%L( &4 el Date: 3 /2 1 o Issued By. L11► Date: -172f 0 "'unicipality of Anchorage Development Services Department / Building Safety Division On -Site Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907)343-7904 ON-SITE SEPTIC/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. i _Q . .. Property phone 5&;� —,2 33b Mailing // //G i , iu ti iii i . Code r Site address Legal description (Sub'd, Block & Lot) Legal description (Township, Section & Range) Lot Size (ql t 3Pl Sq. Ft. THIS APPLICATION IS FOR (®all that apply Absorption Field Septic Tank Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage ❑ Code S/ 5 &5T Number of Bedrooms THIS APPLICATION IS AN: Initial Upgrade RenewalEl I certify that the above information is correct. I further certify that this application is being made for a Single Family Dwellii" and is In accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) Date of Payment: Receipt Number: Receipt Number: (Rev. 11/05) Eagle River Engineering Services Christopher R. Wood, P.E. 10421 VFW RD. Suite 201 (907) 694-5195 tel Eagle River, AK 99577 (907) 694-3297 fax February 15, 2006 Dan Roth Manager, On -Site Services Municipality of Anchorage P.O. Box 196650 Anchorage, AK 99519 Re: Villages View Estates Lot 4 Narrative & Septic Permit Application Dear Mr. Roth: Eagle River Engineering Services (ERES) was contacted by the owner of the property noted above to design a septic system to serve a new 4 bedroom house. Test holes excavated at the time of platting for subdivision approval will be used for this design, as fairly strict requirements are in place for the location and type of septic system allowed for this lot on the plat. Test hole #11 will be used for this design. Test hole #11 has 1 foot of topsoil followed by 8 feet of well graded sand underlain with bedrock. No evidence of groundwater was found during the monitoring period for subdivision approval, nor was there any evidence on 2/07/06. The homeowner is required to utilize Advantex technology in order to meet all requirements of the platting notes for this lot. The lot will be connected to an existing well located on the property that was permitted during the aquifer test for this subdivision. The proposed 4 bedroom septic system and well will have very limited impact on adjacent properties for the following reasons: 1. The surrounding lots are well laid out, so there is room for wells, septic systems and alternate sites. 2. Immediate neighboring septic systems are all +20' distance, and no private (or community) wells within 100' of the proposed septic system. 3. Drainage will not be affected and is not a major consideration in our design. \2003\06-005 S E PTICNA RRATI V E Installation of this 4 bedroom Advantex septic system, to our best available knowledge, will not adversely affect the wells or septic systems or reserve areas on adjacent lots. If you have any questions please call our office at 694-5195. Sincerely, EAGLE RIVER ENGINEERING SERVICES Christopher R. Wood, P.E. Principal \2003\06-005SEertcrrARRAnvE +200• '0s'%9 a, , , , , wELL I Lot 4 \ 'las€ %- INSTALL v NEW 1500 CAL ADVANTEX W/ AX -20 FILTER POD MSYx30 RESFJiVE 9TE 1. NO KNOWN SURFACE WATER +100'. 2. NO KNOWN CURTAIN DRAINS 3. NO SEPTICS WITHIN 30' UNLESS NOTED 4. NO WELLS WITHIN 200' UNLESS NOTED 5. NO OTHER KNOWN SOURCES OF CONTAMINATION +200' I WELL/SEPTIC SITE PLAN LEGAL: VILLAGES VIEW ESTATES LOT 4 OWNER: UNKNOWN CONTRACTOR: UNKNOWN JOB 06—XXX DATE: 2 9 2006 SCALE1 "=100' EACLE RIVER ENGINEERING SERVICES P.O. Box 773294 EACLE RIVER, AK. 99577 (907) 694-5195 FAX.(907) 694-3297 '.CHRISTOPHER R. WOOD.' CE -10387 ® — TEST HOLE T�l•sa 1 • C — MONITOR TUBE — SEWER CLEAN N "•^ :.. + OUT epye..•• + — WELL w — — — EASEMENT — PROPOSED LEACH FIELD — EXISTING LEACH FIELD © — DRIVEWAY 1. NO KNOWN SURFACE WATER +100'. 2. NO KNOWN CURTAIN DRAINS 3. NO SEPTICS WITHIN 30' UNLESS NOTED 4. NO WELLS WITHIN 200' UNLESS NOTED 5. NO OTHER KNOWN SOURCES OF CONTAMINATION +200' I WELL/SEPTIC SITE PLAN LEGAL: VILLAGES VIEW ESTATES LOT 4 OWNER: UNKNOWN CONTRACTOR: UNKNOWN JOB 06—XXX DATE: 2 9 2006 SCALE1 "=100' EACLE RIVER ENGINEERING SERVICES P.O. Box 773294 EACLE RIVER, AK. 99577 (907) 694-5195 FAX.(907) 694-3297 '.CHRISTOPHER R. WOOD.' CE -10387 Eagle River Engineering Services Christopher R. Wood, P.E. 10421 VFW RD Suite 201 Eagle River, AK 99577-3294 (907) 694-5195 tel (907) 694-3297 fax SPECIFICATIONS FOR ON-SITE SEPTIC SYSTEM — MOA CERTIFIED INSTALLER LEGAL: Villages View Estates Lot 4 February 15, 2006 A. GENERAL 1. The septic plan is for a 4 bedroom single family residence only. 2. The drawing and or site plan shall be a part of this specification. 3. All materials and workmanship shall meet the Anchorage Department of Ilealth and State Department of Environmental Conservation requirements. 4. All soil tests are advisory to the design and are to be verified or modified in the field by the engineer. 5. All excavations and depths are advisory and are to be verified in the field by the contractor to meet Municipality of Anchorage, Department of Environmental Conservation requirements. 6. It is the responsibility of the owner to obtain all necessary permits or easements and to locate any adjacent multi -family wells. A licensed surveyor should locate any utility easements and exact 100' radius from the existing and neighboring on-site wells. 7. The excavation is to be exactly in the area shown on the site plan, any deviation requires engineer approval. 8. Any remaining open test hole excavations shall be filled and monitor tube removed. D. ADVENTEX SYSTEM AND SEPTIC TANK 1. Septic tank shall be a fiberglass or steel 1500 -gallon tank capacity of MOA approved construction for use with Advantex system. Install as per current manufacturers recommendations for conditions in Alaska. 2. Install one AX -20 filter pod over septic tank capable of treating 600 gallons per day of waste flow. 3. A municipal Inspection report or receipt from a licensed electrician shall be provided to the engineer verifying lift station wiring to all applicable codes. DRATNFIELD The drainfield is to be located as shown on the site plan. 5 The total depth of the initial drainfield excavation is to be at a maximum /deep, relative to existing ground elevation and end in native sandy GM -type soil. The entire excavation shall be within 30 feet of test hole #11. The bottom of the excavation shall be level, plus or minus 1.5". An eighteen -inch layer of sewer rock is to be placed over the native soil. The 4" effluent piping is to be buried within the gravel layer with 2" of gravel cover over the piping. C. 3. 4. 5. 6. The completed drainfield gravel and piping is to be covered with typar fabric material. Soil or combination of soil and extruded board insulation to a depth of 3' or equivalent is to be placed over the bed. Mounded side slopes on uphill side and ends are not to exceed 3:1. The septic tank and leachfield must not be closer than 100' to any existing private well, 150' to any Class "C" well, or 200 feet to any community well. 4 T'00- Foal (7') t.A Ya or M.0.4. Aefi2aJtlt�' FTAD2 SAS S#ACL B,r 2,v,)5T4 Jb aaota Stz.rcg e6c1c. \2003\06.005-Advantex spec SPECIFICATIONS FOR ON-SITE SEPTIC SYSTEM — MOA CERTIFIED INSTALLER LEGAL: Villages View Estates Lot4 February 15,2006 Continued: RECOMMENDED LEACHFIELD DIMENSIONS. S,,VIj= Z /110.4 S.fNp TOTAL DEPTH = 3' maximum GRAVEL DEPTH = 1' under effluent pipe, 2" over pipe (1.5 feet total) $1 'IU 54AA> LTn>Er— DRAINFIELD LENGTH - 30' DRAINFIELD WIDTH = 5' SOIL RATING= 6 GPD/f? BEDROOM CAPACITY= 4 EFFLUENT PIPE = 1 run of 4" perforated pipe meeting MOA specifications. SEPTIC TANK = 1,500 Gal Advantex compatble tank w/ AX -20 filter pod and lift basin Twenty-four (24) hours notice required for all inspections \2003\06.005-Advantex spec • DEPARTMENT OF . HEALTH dHUMAN SEi1/ICES ,�` • . . BM -L-7 SErneL Anchorage, Alaska 99sM-06s0 . SOILS LOG — PERCOLATION TEST PERFORMED FOR: John Bera Tren (/1'•�';,. Hca;•] • DATE PERFORIA:''•.:8/2/98."� ' LEGAL nESCRIPpoN: The Villages Sub. Township, Range. SecSon: t�t�t\\ �.:."•" nocr I 1 - Range. 7 . 2-k •• „y TESTHOLE NO. 11 4 �• S. 1• S W 7 8 � . r 9 �I f 11 12 13 14 1s 16 17 18 19. 20• Test Cavi 'WAS GROUND WATER ENCOUNTER= No • PERCOLATIoN RATE <11 1!a+E PERC MOLE DIAMETSE TEST RUN BETWEEN -T FT AND FT Presoaked Prior to'Test. ERFORMED or. 1'i__ And roon 171/ , •OCOROANOE WITH ALLSTATE AND MUMCEPAL GUIOELVMS IN EFFECT ON TMS DATE. DATE: , t- O (Rn. 4as) TES, WAS PERFORMED IN EAGLE RIVER ENGINEERING SERVICES P.O. Box 773294 Eagle River, Alaska 99577 (907) 694-5195 ERES Project No.: 06-005 Calculated By: CW Date: 2/15/2006 Legal: Villages View Estates L4 Single Family 4 Bedroom Dwelling TEST HOLE 1 11 Shallow Trench Subsurface Wastewater Disposal Field Water use at 150 gallons per bedroom = Percolation rate = Wastewater application rate = Required absorption area = Trench width (W) = Gravel depth (D) = 600 gallons 1 minutes per Inch 6 gallons per day per square foot 100 square feet 5 feet 1 feet Required length = Shallow trench factor' Required absorption area / W Shallow trench factor = (W + 2) / (W + 1 +2 D) Shallow trench factor= 0.88 6 o Nowt pr= �RAoF�<g.O S Total Excavation Depth = MY- feet Required length = 18 feet TO 5.1f vt) L.i1 e/ BO -10M. C�v 06-005 AdvantexdrainfieldCalc 2:18 PM2115/2006 or,ows DawiO .FJ•J 5 10/M *PC ISO �!�•x �^^bM h•U +r \4' ••amu nri0 mug r�ra'r.'r IwAd10003 dMI WW WSPAS WAawl:o1LwWVixxv. w'icst �i PWWRW 4 d4Vod Pal Prin R3Wl *w »•a i+o fe —V n -1e r is �6 to sj d CL I c 0 V I j I I I I I I I I E I . I aEi I 1LM CIS x RD e c ! d � 5d w 1 o I .y O d N N J 'O 7 Q' J F I�jlf • • 1�!-�r2' 6_ ----------- , t 212 1 t •e:. YaFcr . �f [e .�� •', .' / �.; r � ; GctCc�Et � •�[��;. =;moi • ;� ;� f ; !rj`if Ij �_ (!t s ;'� t '1111111 2t rt(j;(I jl �. it It i f' �}�� ee��p/ , I / 'i IS 1'; - �;c 1- ,!';' � '•1' is is Aj ��:. ; Ott � .,�:•,, ;�; _.----- "� III1t- i1 ' f rlf f .1I ,2tr� 111 { g 1 $ 1 (1 if �,ri2;� iT1.1R ri�r.i2lr t �'! � �ii�q •?'� -� i,�ls 1� li 'r �!' �is';(a!i' ,,, 2•,=. �, . � lad r 2i 1/rhrf r a • Well •LeyrrrDenriptlan:1:11 • An ♦Na1eDrp14: 461:' • DrW Medrod: —71r-7 Job No.: 01-202 Permil No.: Sw010400 Par)ect No: n/A „ M -W Drilling, Inc. • P.O. Box 1:4378 • Anchorroge, AK 99511 • J •907.34!i 4000 ♦ 907-345-3287 Fax• Groundwater Well As-Buiff dt Loe •Use ofWdl: tbmeltic v'onstructfon •Casing Site: 6' ♦Caste To: 43.1' omoterial: A535tee: en. — — • M d1 Compledon. ren rnd X •xercri✓rerfa adondescro ♦Grout rvotes: 10" bole drill duough CASitlg to u Pert Screen — Perforated 3fethod.• v: None — . to 47. F casing rum and grouted with neat cemow. tamped ICU. •Wd/Devdopaenr: MrAAoA: Airsurge Ivoks: _ • trade waterkwl (SWI) 25.7' (a).r.: • (below) rap of eadgg (PDC). ♦wellyltAttest at 1.5 pal(oxrperawrate(GPM)l per Amor 1 Anon AM N/A ofdraavd:...r (DD) fran static k 1(.SWL). _ *Mk%*nd: submersible: PWnped down and meamred racovcry rt 1.51 gpm. ♦ Dare ojcorry lednn: 11 October_?001 ♦Pun p /nva/L Well Log •- Dcpth 0 TO 3 3 TO 6 G TO — 10 10 TO 23 23 TO 43 .._..... ....... -- TO 43_ TO 388 TO DoWils of formatiom pcnelrawd, size of materlal, color and bardnels. Casi!Ig stickup Fill --......._ ... ..-- ----...............—........._........-..—.—..-.............._.__._..__._... ........ Houlder gravel: btowtts very siltx — — Fractured rock and cloy_ brown Bedrock: siltstorn :' •^lwvstone a�Lllite weathered andfractured with - --- .... •—...... white -b'.:• clav Bedrock: as 356 tslue-blocks small watef Seaps.in fractures at 185' andd 35G' _._—........ _ . ..... ........... — ....... _... ...---- . ..., 388 TO 468 1 As above. slight . .tom[ increase, no detectable fractures _ TO ---.. TO TO - --. TO ...... _..__...... .. 'lY) 0*1 --- ........ ...... ----... _...—.._... N%VWA Cortir1cd coiltraclo= MUNICIPALITY OF ANCHORAGE Development Services Deparbnent On. Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WATER SUPPLY PERMIT Initial Date Issued: Sep 27, 2001 Expiration Date: Sep 27, 2002 Permit Number: SW010402 ~iLegal Description: VILLAGES VIEW ESTATES TR Design Engineer: 0014 Anderson Engineering Owner Name: Kin Shaw Owner Address: PO Box 110637 Anchorage, AK 99555-5555 lB Parcel ID: 020-311-38 Site Address: Lot Size: 844149 SQ. FT. Total Bedrooms: 0 Permit Bedrooms: 0 This permit is for the construction of: [] Disposal Field [] Septic Tank [] Holding Tank [] Privy [] Private Well [] Water Storage Ail construction must be in accordance with: 1. The attached approved design. 2. Ail 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 pdor 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. ~5. The following special provisions. ~,WHEN THE WELL HAS BEEN COMPLETED AND SATISFACTORY WATER PRODUCTION IS DETERMINED, ~HE WELL DRILLER SHALL PUT AN APPROVED SANITARY SEAL ON THE WELL HEAD AND NO PITLESS DAPTER OR PUMP SHALL BE INSTALLED UNTIL AN APPROVED WASTEWATER DISPOSAL SYSTEM HAS ,BEEN CONSTRUCTED. ;THIS PERMIT FOR WATER WELL NUMBER 3 Received By: Issued By: Dale: ?--2 7--01 Municipality of Anchorage Development Services Department Building Safety Division On-Site Water and Wastewater Program 4700 South Bragaw St.. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 ON-SITE SEWER/VVELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. 020-311-38 Permit Number SWOIO4OZ Property owner(s) Kin Shaw Mailing address (1) P.O. Box 110637 Anchorage, AK 995t'1 Mailing address (2) Legal description (Lot, Block & Sub'd.) Tract lB, Villaqes View Estates Legal description (Section, Township & Range) Lot Size 844,149 SF Acres/Sq. Ft. THIS APPLICATION IS FOR: Sewer Only Sewer and Well Sewer Upgrade THIS PROPERTY CONTAINS: Hot Tub Swimming Pool Therapy Pool Day phone 345-9617 Zip Code (Well No. 3) Number of Bedrooms ['-I Well Only [] [] Water Storage [] []~ Jacuzzi Water Softening Unit I cedify that the above information is correct. I fudher certify that this application is being made for a Single Family Dwelling and is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) Permit Fees: /Z.O ~ Date of Payment: ~ -,- Z.5'"~.~ I Receipt Number: /0 ~"~_, (Rev. 12/00) Waiver Fees: Dat~ of Payment: Receipt Number: MEMORANDUM DATE: TO: FROM: SUBJECT: September 24, 2001 Dan Roth Mike Anderson, P.E. Tract lB, Villages View Estates Subdivision Proposed Subdivision The owner of Tract lB, Villages View Estates Subdivision is attempting to subdivide the property into 4 lots. A condition of plat approval is providing evidence of water availability. We are therefore requesting to place 3 wells on the property at the locations shown on the attached drawings. If the wells are found to be sufficient, they will be used to served homes to be constructed on the lots in the future. Please review the attached drawings and issue the permits so the wells can be placed on the tract. Let me know if additional information is required. WELL LOCATION PLAN SCALE 1" -- 200' •; Municipality of Anchorage �. On-Site Water and Wastewater Program (907)343-7904 ��s,K err I Certificate of On-Site Systems Approval Al 2 2015 Parcel I.D. 020-311-43 Expiration Date: l r t S� 11 v 1. GENERAL INFORMATION Complete legal description Villages View Est. West, Lot 4 Location (Site address) 19991 Villages Scenic Parkway Current Property owner(s) Sandra & Jonathan Bush Day phone Mailing address PO Box 110892 Anchorage, AK. 99511 Real Estate Agent Day phone 2. TYPE OF DWELLING: x❑ Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 4 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Wellx❑ Individual Individual Water Storage ❑ Holding Tank ❑ Community Class Well ❑ Community ❑ Public Water System ❑ Public Sewer ❑ WaiverNariance request Received by: COSA to be released to the engineer, unless otherwise requested by the engineer. - COSA Fee $ J� / Waiver Fee $ Date of Payment LZ1115 Date of Payment Receipt Number Qd-;;L6 Receipt Number COSA# 105057104 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. In conducting an adequacy test, I attempt to provide a thorough, conscientious engineering analysis of the system in accordance with MoA COSA guidelines and regulations. The reported results describe the performance of the system under the conditions encountered at the time of the test, and separation distances measured to readily identifiable features. The operational life of all wells and septic systems depend on the local soil condition, ground water 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 this system. All systems eventually fail and satisfactory test results do not guarantee future performance of the system, nor do they guarantee that there are no hidden defects or encroachments. Therefore we cannot provide any warranty for future performance, nor can we estimate remaining life of the system. The content of this report is for the sole benefit of the owner listed above. Name of Firm Pannone Engineering Services LLC Phone (907) 272-8218 Address P.O. Box 100217, Anchorage Ak. 99510 Engineer's Printed Name Steven R Pannone 6. DSD SIGNATURE v" System #1 Approved for 1-4 bedrooms System #2 Approved for bedrooms Disapproved Date 5/12/2015 Conditional approval for bedrooms, with the following stipulations: Orgin,al Certificate Date: 5� 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 X Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other COSAW.esheet S ., - 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: Villages View Est. West, Lot 4 Parcel ID:020-311-43 A. WELL DATA Well type Private If A, B, or C provide PWSID # Date completed 10/11/2001 Sanitary seal (Y/NjY Total depth 468 ft. Cased to 47.5 ft Well Log (YIN) Y Wires properly protected (Y/N) Y Casing height (above ground) 18+ in. FROM WELL LOG AT INSPECTION Date of test 10/11/2001 5/12/2015 Static water level j 25.7 ft 45 ft Well production 1.5 g.p.m. 3.0 g.p.m. WATER SAMPLE RESULTS: Coliform Negcolonies/100 mL Nitrate N/D mg/L Arsenic N/D ug/L Date of sample: 5/12/2015 Collected by: PES B. SEPTIC/HOLDING TANK DATA Tank Type/Material AAdvantex/Steel Date installed 6/12/2005 Tank size 1,500 gal Number of CompartmentsCleanouts (Y/N) Y Foundation cleanout (Y/N) Y Depression over tank (Y/N) N High water alarm (Y/N) Y Date of pumping 07/22/14 Pumper Anchorage Tank C. ABSORPTION FIELD DATA 6!12/2006 6 GPD/SF Shallow Trench Date installed Soil rating {g.p.d./ft2 or ft2Podrm) System type Length 30 ' ft.,. Width-54 Gravel,below pipe. 1 1 fl. Total depth 9. 3 ft. Eff, absorption area 70 ftZ Monitoring tube Y Depression over field N Date of adequacy/ test 5/12/2015 Results (Pass/Fail) Pass < For 4 bedrooms Fluid depth in absorption field before test 6 in. Water added 614 gal. New depth 7 in. Elapsed Time: 190 min. Final fluid depth 6 in. Absorption rate >=600+ g.p.d. Any rejuvenation treatment (past 12 mo.) (Y/N & type) No If yes, give date D. LIFT STATION Date installed Size in gallons "Pump on" level at in. "Pump off" level at Datum E. SEPARATION DISTANCES WELL ON LOT -TO: Manhole/Access (Y/N) in. High water alarm level at Cycles tested Meets alarm & circuit requirements? Septic tank/lift station on lot 100+ Absorption field on lot 100+ Public sewer main 75+ Sewer /septic service line 25+ Animal containment areas 50+ SEPTIC/HOLDING TANK ON LOT TO On adjacent lots 100+ On adjacent lots 100+ Public sewer manhole/cleanout 100+ Holding tank 100+ Manurelanimal excrete storage areas 100+ Building foundation 5+ Property line 5+ Absorption field 5+ Water main 10+ Water service line 10+ Surface water 100+ Wells on adjacent lots, 100+ ABSORPTION FIELD ON LOT TO: Property line 10+ Building foundation 10+ Water main 10+ Water Service line .10+ Surface water 100+ Driveway, parking/vehicle storage .10+ Curtain drain 50+ Wells on adjacent lots 100+ F. COMMENTS G. ENGIN9,ER'S CERTIFICATION I certify that t have determined through field-inspectionsand review,of Municipal records that'the,.above systems are in conformance with MOA COSA guidelines in effect on this date. Engineer's Printed Name Steven R. Pannone, Date 5/12/2015 COSA canary sheet 2-6-15.doc in. Notes: 1. DIMENSIONS SHOW TO STRUCTURES ARE APPROXIMATE 1 j \ \ '40`Found 5/�Q�ar AND SHOULD NOT BE USED FOR FENCE LINE OR OCCUPATION LINES. 1 I \\ \1 w/ydtow � • 2. ONLY VISIBLE FEATURES ARE SHOWN. HEAVY SNOW AT TIME OF SURVEY. t c \ 3. A -TITLE REPORT WAS NOT OBTAINED FOR THIS SURVEY, 11 1 \\\ \ 4. ONLY EASEMENTS SHOWN ON RECORD MAP ARE SHOWN HEREON, OTHER ENCUMBRANCES MAY EXIST, EXISTING \\ 1\ GRAVEL \ \ 10 T&E Easement AS–BUILT SURVEY ON LOT 4 VILLAGE VIEW ESTATES WEST LOCATED IN SW 1/4 SEC. 14, T11 N, R3W S.M. ALASKA, ANCHORAGE RECORDING DISTRIC DATE OF SURVEY: IBUSH CONSTRUCTION SURVEYS P 0 BOX 876390 �} f JANUARY 15, 2007 tj� 2,`�3� EXISTING \ ROAD ; ,\ I WASILLA, ALASKA `t\ do F DRIVEWAY i kpuna N�FJ ( ` I1 1 1\ O y \\ CENYfiU P a�J 3hA 1 a 1 1 \ t t11 949—S , i F \` \\ O � Story y '\ 1993 2 StF \\ \ 2qo I 1 � I \ \ " \ \ House w/Garage N tee. \1 \\ 4A 10' T&E Easement 55�� ` aniltlman�nde \ \ UUri 1 l �� 20,0 exsisting Access \I \\ \ i Easement } ` �``O \ \ I r Per plat 8a Scale = V=60' Survevor's Certificate: I hereby certify that I am a Registered Professional Land Surveyor in the State of Alaska and that this survey represents a survey made by me or under my direct supervision, and that the monuments shown thereon actually exist as described, and that all dimensional and other details are true and correct to the best of my knowledge. ,`\� 0t10' (tet) ^ \� \\11`1lit f` ( 0\� ON UpnEeeI_A Upon I hereby y clierti fy that this As—Built is valid. IG Lot / DATE: f/GAVEL 4.53 acresR -f ! \\\ \ \1 �1 /Found 5/8' mbar cap 'LANTllow TEGi'o - 0. d 6,9 e:3 „j Legend Q. Fnd. 2" alum. Cap ... Fnd.. 5/8" Rebar w/yellow plastic cap `� f t`` Li0, (R) ... Record information per plat 2002-43 "– � S Hca /r /'(M) ... Measured information per this survey ` `..i�43 j 4 J \� PO q 60 O O a 0�at DV .v00 t. pop b -�2 6 (j i 497" -eeeosz-t> O OOOY# •eejJ}`4 i=•`R 00000000(] vim & BUSH LS - 9689 evtNoeaattq 228 491 ■■ a moon as ■ a ■a a■ aa■ IN Ellis! aa■ a aaaaa ■ a a ■a■ a 0 ■a■ as a a ■ mama ■ 0 ■a■ a ■ A -dl vanTexe Field Maintenamm Report AnchorageTank Annual Inspection 907-272-2643 ProPer-0r6xnenTrxklne N pH 15-9) pPpmtar Jon Bush Praviaus Mike Blakeslee exp Address Inspect Comaet Rome 19991 Villages Scenic Pkwy, Anchorage AK 99516 2nd Compartment Current m exp ID N counly 10 N Pod # M NNL # Ddfe of Lept Imw.oHon AX -108574 SW06OG42 207070 `RTU107949 08(0112013 -Retrieve O&M Info Daily flow Recut r9fic Timor saftings: Perform Field Sampling/Observations NTLI (15 x NTOs) pH 15-9) - DO (2.0 Current Praviaus Y 5-" Odor of Sample Typical- Musty E] Earthy r❑Moldy Non -typical �Sulade ❑Cabbage E] Decay ally also In 01111.1 ❑ Yee No Foam In tank ❑ Yes No Check Control Panel RealmAmps Dlsoherge Amps Audible and visual alerma ;ROK Dlal torte (telemetry only) . _ es ❑ No Inapeot/Clean Pump System Inspect RlserAJd ..................... (7-I Space Box ................. Float Cords ................. Floats ..................... Pump........................ Bictube Filter ................. sictube Pump Vault ............ Recirculating Splinsr Valve.......' Comments Signature Clean Measure Sludge/Scum Sludge Soum tst Compenmam Current P2vloue Current Praviaus El Ex 1 Inspect RlserA.)d D 2nd Compartment Current Previous Cultsm previous ., Inspect/Clean AdvanTex Filter Odor. 'r?Normol E)Pungent at: Normal siom- ❑ Fxceselva eddging/Ponding: �KNonalMinor El Ex Inspect/Clean Disoharge Pump System Inspect RlserA.)d D splice Box ❑ Float toms ❑ Inspect clean Laterala/011fiecs Pod Bottom Intake Vent 'L Inspect Clean Floats ❑ ❑ Pump ❑ ❑ Inspect/Servlce Other System Components Inspect Clean Inspect Clean Disinfection Equipment IF -X Diaperadl Laterals/OrIll-a-w 7 Additional-GeYviaes Rendered ❑ cleared textile shoots? ❑ Replaced OV items? ❑ RaplacedAJsad other Items? Parts Used. W - Warranty, B = Billable (V appropriate selactlon) w B Item Number Description Final/Satiety Inspection ;?qSV reinstalled-.oiAs hatred on Mangold reconnected! flush valves closed ?'Control pahal reactIvatad Summary/Recommendatiorts % ❑ systcm'perfonning; no further action needed Tank needs pumping []Call for service _ ❑Other? nate Fax completed form to 1-866-584-7404 ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT BETWEEN MUNICIPALITY OF tCHORAGE AND THIS MAINTENANCE AND REPAIR AGREEMENT made and entered into as of this Day of J ✓ 1^Q of 20 ), by and between 94 oil k2en 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)_ descrihed as located at (legal description). 2. Definitions. 1\\0,T0 Alteration. Any change to the design or function of an AW WTS that U6 LA 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 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 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 AWWTS, 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 AWWTS 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 aereement with an AWWTS service and maintenance provider approved by the municipality and the manufacturer of the AWWTS for the entire term of the AWWTS. 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 AWWTS 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 AWWTS 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. H. 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. 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: a. Owner: 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: (signature) Date: (print name) of— STATE OF ALASKA ) ) ss. THIRD JUDICIAL DISTRICT ) The foregoing rmnent was acknowledged before me this Zinday of �V4' -L 201 'by Q andal f 'jwu( KAYIA�S RANDT of Alaska NOTA PUBLIC FOR ALASKA Sfels My Canmieaion Expires Mar. 27,2D19 My Commission expires: NW, A-7, Aw MUNICIPALITY: By: (signature) Date: (print name) Title: ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT BETWEEN MUNICIPALITY OF ANCHORAGE AND &)ikja, THIS MAINTENANCE AND REPAIR AGREEMENT made and entered into as of this Day of %'M Y / of 20/5,b and between/ I211s.%/,UQnhLr4- 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 2. Owner to utilize and operate an Advanced Wastewater Treatment System (AW WTS), described as a located at (legal description). Alteration. Any change to the design or function of an AWWTS 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 VT 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 perforin 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 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 AWWTS, 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 AWWTS 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 AW WTS. C. Upon request by the Municipality, the owner agrees to provide the Municipality a written schedule of routine maintenance and repairs which have been performed on the system. When a record of maintenance is documented and maintained by the system vendor, the owner agrees to allow the Municipality access to this information. D. Owner 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 AWWTS 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. H. 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. 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: a. Owner: �,�6r%�2a 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. M 0 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. Severabiliiv. 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. name) Date: �Ilj STATE OF ALASKA ) ) ss. THIRD JUDICIAL DISTRICT ) The foregoing instrument was ackn wledged before me this / day of vim, 20 1S »a S IWe-1 c ` a � STATE OF PUBLIC UBLIALASKA NOTARY PUBLIC ARY PUBLI FOR ALASKA Jenie R. Sta. Maria My Commission expires: _1 - 1' (�P wcowissw E,Psts q—_ .2 0 Date: name) Title: