The URL can be used to link to this page

Home My WebLink AboutMOUNTAIN PARK ESTATES BLK 4 LT 3'0 Mountain Park Estates Block 4 Lot 3 #017-061-32 Municipality of Anchorage :� 5'• • � � fir. •' �rs�5: Development Services Department Building Safety Division - .... , On -Site Water and Wastewater Program, 4700 S. Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 Page 1 of 3 www.ci.anchorage.ak.us (907) 343.7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number: S W 0 f O Y y/ PID Number: 0 f 7 —OfSf — 3 2 Name R a 4 � kc ll Conn Wastewater System: ® New ❑ Upgrade Ad°ref 2031 Revere 6rcfe AAe-A. 99rir ABSORPTION FIELD Pnora Number of aedrooms 3 `! Y - Oa G Y 1A Deep Trench ❑ Snalk)w Trench O Bad O MourO O Other. LEGAL DESCRIPTION Sod Rating, 2.0 Total Depth from ongu+al grade ll, P rFlr s Ft e.ocs Lo: Subdnis�on. 1 3 Alk Er 101--1 Depth to Pipe bosom from original grace: 3. Y Gravel dawn beneath pipe 8, Mcun%tdn ii- Ft. / Ft Townsmp Range Section. FJ added above original grade Gravel Length 40-9, Ft. y % Ft. Well: l9 New ❑ Upgrade Gravel width: 2.40 Number of Ines. I Distance between Tres Ft. -- Fr Cla lAcat.on (Pnvaw A. S. C). Total Depth lfZY cased to I Total absorption area 761 Pipa Matenal. l f if p - 30 7Y Prrvcrle— Ft. tjZ2 FL Ftp I.2S" CCAarC./YU P✓L caner Aydse< Date Drilled 3/5'/0z Slow water Leval. 2'17 Installer. J=j#rrejf EAh,-)f vff Dais installed, /27(02 Ft. Yield Pump Set at. Casjng Neght Above Cround: TANK to GPM Ft. 2 FL SEPARATION DISTANCES ❑ Septic ❑ Holding ❑ S.T.E.P.' ® Other: To Septic Absorption Lift Holding PublidFirivat Manufacturer. so ff Q le Capacity From Tank Field Station Tank Sewer Line 10 C C 16,007 Gal Visit 102 ' 11(6, 10 2' - 7 zs' Material: F t S e.- 1 au Number of Companmems y S,.nace Wa:.r > fao. fes.,• > 1�• - LIFT STATION Sae lvl wlaoturar Lot Ore �] G 9 1.r. Z 9 — In !Y vYi 1 Gal e Q 10 C f le_` Fdundnwn IS 17 Is — -Pump on. liver at: 23'/6 'Pump dd- level atNign S''�6 waver YYm ori 2G'/Z „ i,. in Pump Make d Model Electnwl InspeWons performed by C✓:a•n Oran .— — -- i"t V, Cr! r16 yo r'I .0. A. Remans V roC c(e " l¢G1,-deca / /nJ a flan /0 BENCH MARK Lootion srhd Descrpt+on: Last clone in CoA ne/Tun coir n<tu Contre k Slab Pucor e NF_ `IUul C )ecIN-#C'n 1ersnilt Assumed E.anl on a J icr!: a Ft 1 OaG ti. Engineer's Stamp Inspections performed by: Flu fon Tec%Sc Dates: 1ft G ZG(G Z eas o ,H�a- 491V-1 L}``: 2 nd Developmen ervices Department Approval �;�.e....... ... °:Yr...' THEODORE F. MOOR ; 1. f : Reviewed and approved by: Date: t "' •�. CE - 3589 ; .�C Jr �. ('"v sora V ,Rr• 1]Qil !: eaa A,\� s PERMIT NO: SWO10441 ---'p PAGE 2 OF 3 _----- o�� NEIGHBOR'S PID NO: 017-061-32SEPTIC SYSTEM 47 -FOOT LONG TRENCH ; w. 8.1' SEWER GRAVEL LOT 3, ' , "G„ BLOCK 4 - 1.25" PVC w. 3/16" HOLES @ 18" O.C. R 100 RESERVE ; DRIVE Tsm SITE WELL , , , , BDRM HODS UNDER CONS i "BIOCYCLE" AEROBIC TREATMENT UNITUNIT i "F.. , SWING TIES: I-' . THEODORE F. MOORE � Pa M eStQ- •. CC -3569 h[+' FROM: COR. "A" COR. "C" COR. "D" COR. "E" TO: "BIOCYCLE" "F" 46.5' 43' TR. M.T. "G" 19.5' 37' TR. M.T. "H" 83.5' 53' PERMIT NO: SWO10441 PID NO: 017-061-32 3'+ SOIL PAGE 3OF3 MONITOR TUBE • fa I." � :TKODORE F. Af OCR E w', • •• CE - 3589 t' A I LOT 3, BLOCK 4, MOUNTAIN PARK ESTATES I SEPTIC SYSTEM INSTALLATION AS -BUILT INSPECTION REPORT - PROFILE FLATTOP TECFINICAL SERVICES NOT TO SCALE 14530 ECHO STREET DRAWN BY TFM ANCHORAGE, ALASKA 99516 OCTOBER, 2002 4" DIA. D-3034 INFLUENT LINE BIOCYCLE COVER FROM HOUSE FILTER ; AIR COMPRESSOR FABRIC ; „ ORIGINAL GROUND „ „ 1.25" DIA. PVC DIST. PIPE W. 3116" HOLES SPACED 18" 1 1/4" SCHED. 40 PVC INV. 93.0' i DISCH. LINE TO SOIL 1 3O O 2 ABSORPTION TRENCH 1/2" - 21/2" ' SAND BACKFILL SEWER GVL. FOAM INS. ON EXT. OF BIOCYCLE BOTTOM OF ; EXCAVATION DISCHARGE BOTTOM OF TANK ELEV. 84.9' PUMP ELEVATION 82.9' ; to RESIDUAL DISPOSAL LEGEND: TREATMENT UNIT TRENCH O PRIMARY SETTLING CHAMBER O AERATION CHAMBER BOTTOM T.H. #2 O3 CLARIFICATION CHAMBER ELEVATION 77.9':l M.T. DRY 5/28/02 O4 DISCHARGE CHAMBER • fa I." � :TKODORE F. Af OCR E w', • •• CE - 3589 t' A I LOT 3, BLOCK 4, MOUNTAIN PARK ESTATES I SEPTIC SYSTEM INSTALLATION AS -BUILT INSPECTION REPORT - PROFILE FLATTOP TECFINICAL SERVICES NOT TO SCALE 14530 ECHO STREET DRAWN BY TFM ANCHORAGE, ALASKA 99516 OCTOBER, 2002 . Municipality of Anchorage Department of Health and Human Services 825'L' Street P.O. Box 1%650 Anchorage, Alaska 99519-6650 Rick Mystrom httpJtwrowr.d.anchorage.akus Maya —. - - Permit Number: #SW 010441 Date of Issue: 10-18-01Parcel Identification Number: 017-061-32 Date Started: 3-1-02 Date Completed: 3-5-02 Is well located at approved permit location? ® Yes ❑ No Legal Description: Mtn Park Estates Blk 4 Lt 3 Property Owner Name & Address: Rob & Kelly Conn 2031 Revere Circle Anchorage, Alaska 99515 Attention: The well driller shall provide a well log to the property owner within 30 days of completion and the property .• 1. 1 •u 1 1. • I •i is .• w r.. ..• n .. n •., . in • n Borehole Data: Depth (ft) Soil Type, Thickness & Water Strata From To Method of Drilling ® air rotary ❑ cable tool Casing type: steel Stick-up _... 0.. ._........._...2 ....._. Wall Thickness: .250 inches gravelly silt 2 45 Diameter: 6 inches ' Depth: 422 feet gravelly sandy silt 45 150 Liner Type: i gravelly silt 150 190 silty sandy gravel 190 210 silty sandy gravel wet 210 235 gravelly silt 235 332 Diameter: inches Depth: feet Casing stickup above ground: 2 feet Static water level (from ground level): 247 feet pumping level: 422 feet after 2 hours pumping 10 gpm silty water sand & gravel 332 340 Recovery Rate: 10 gpm gravelly cobbly silt w/bldrs 340 422 Method of Testing: airlift Well Intake Opening Type: water sand & gravel & b1dr 422 424 ® Open End ❑ Open Hole ❑ Screened Startfeet Stopped feet ❑ Perforations Start feet Stopped feet Grout Type: Bentonite granules Volume: 1 bg Depth: Start 0 feet Stopped _ feet Pump: Intake Depth feet Pump size hp Brand Name Well Disinfected Upon Completion? ® Yes [] No Method of Disinfection: chlorine tablets Comments: Well Driller: Alpine Drilling & Enterprises PO Box 110496 Anchorage Alaska 99511 Attention: The well driller shall provide a well log to the property owner within 30 days of completion and the property .• 1. 1 •u 1 1. • I •i is .• w r.. ..• n .. n •., . in • n 01/12/03 21:14 Mti` Y RightFAX U907 561 1955 XACSWAIN ASSOC 1/9/2003 5:38 PAGE 1/1 . ftightFAX Inspection Report Municipality of Anchorage, Building Safety Division 4700 South eragaw 16001/001 INSPECTION: VOICE 343.8300 INSPECTION: FAX (407)249-7777 INFO: 343-5211 Name KEN BECKLEY Permit 02.8134 U --P i Legal Subdtvlslon comments or Directions 13301 CRESTVIEW DR G"BK 4 LT 3 ` ", MOUNTAIN PARK ESTATE5 SEPTIC ELECTRICAL Phone 345-4552 Inspection Date 1/9/2003 inspection Retro Electrical Reinspection N �Q NO NONCOMPLIANCE OBSERVED (1 CORRECTIONS ESSENTIAL AS EXPLAINED BELOW WILL RE-EXAMINE AT NEXT G 00 NOT CONCEAL UNTIL RLEINSPECTION INSPECTION COMMENTS: (for inspector use only) Inspector as ON-SITE WASTEWATER DISPOSAL SYSTEM / WATER SUPPLY PERMIT Initial Date Issued: Oct 18, 2001 Expiration Date: Oct 18, 2002 Permit Number: SWO10441 Parcel ID: 017-061-32 Legal Description: MOUNTAIN PARK ESTATES BLK 4 LT 3 Design Engineer: 0019 Flattop Technical Services Owner Name: Rob & Kelly Conn Owner Address: 2031 Revere Cir. Anchorage , AK 99515 - Site Address: 013301 CRESTVIEW DR Lot Size: 33600 SQ. FT. Total Bedrooms: 4 Permit Bedrooms: 4 This permit is for the construction of: Q✓ Disposal Field Q✓ Septic Tank E] Holding Tank E] 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: Issued By: Date: bo Date: O — elzilOZ @ exit MUNICIPALITY OFANCHORAGE 6/9-7/25a O, l Z yv( 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 Date Issued: Oct 18, 2001 Expiration Date: Oct 18, 2002 Permit Number: SWO10441 Parcel ID: 017-061-32 Legal Description: MOUNTAIN PARK ESTATES BLK 4 LT 3 Design Engineer: 0019 Flattop Technical Services Owner Name: Rob & Kelly Conn Owner Address: 2031 Revere Cir. Anchorage , AK 99515 - Site Address: 013301 CRESTVIEW DR Lot Size: 33600 SQ. FT. Total Bedrooms: 4 Permit Bedrooms: 4 This permit is for the construction of: Q✓ Disposal Field Q✓ Septic Tank E] Holding Tank E] 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: Issued By: Date: bo Date: O — Municipality of Anchorage • Development Services Department e' Building Safety Division _ On -Site Water and Wastewater Program ' a• crr 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.enchorage.ek.us (907) 343-7904 Parcel LD. ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING 0/7- 0E/- 5;z Permit Number SWO1044/ 3yy—co0t' llls . Property owners) Ro S 4 he 11 y Conn Day phone 3V -1,W f IVI. Mailing address (1) 'Z 31 Rey -et w 6*rclt Mailing address (2) Art CAO /. /Fk Zip Code 92,0S - Legal description (Lot, Block & Sub'd.) Le, f 3, Q/Gck y� "0clo /a;,, Pa r4 15r /w Al Legal description (Section, Township & Range) Lot Size 5� 600 Acres/Sq.Ft... THIS APPLICATION IS FOR: Number of Bedrooms `-/ Sewer Only ❑ Well Only ❑ Sewer and Well ® Water Storage ❑ Sewer Upgrade ❑ THIS PROPERTY CONTAINS: Hot Tub ❑ Jacuzzi ❑ Swimming Pool ` ` ❑ Water Softening Unit ❑ Therapy Pool ❑ 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. 7s. , or 7nel� (Signature of property owner or authorized agent) Permit Fees:'�32O�12o ='YYG Waiver Fees: Date of Payment: Date of Payment: Receipt Number: b//C/� (�_ Receipt Number: (Rev. 12/00) ',UPyTENIGAL SE GVII, do ENVIRONMENTAL ENGINEERING • ENERGY CONSERVATION & ANALYSIS THEODORE F. MOORE, P.E. 14530 ECHO ST. PH: (907) 345-1355 September 5, 2001 ANCHORAGE, ALASKA 99516 M.O.A. DSD P.O. Box 19-6650 Anchorage, AK 99519 Dear Sirs: The purpose of this letter is to provide the required design narrative in support of our application for a permit to construct wastewater disposal facilities on Lot 3, Block 4, Mountain Park Estates, located at 13301 Crestview Drive. Soils logs, perc test results, a site plan, design drawings and specifications are enclosed for your review. The soils on this lot are predominantly a gray sandy silt that, while not impermeable as evidenced by the lack of a water table, appear to have a slow perc rate. Only in test hole #2 were significant sand strata encountered between 7.5 and 11.5 feet, and also below 13.5 feet. Additional test holes dug to the northwest and south of test hole #2 did not reveal these same sand lenses. Accordingly, an advanced treatment system is proposed in order to best utilize the limited good soils in the immediate vicinity of test hole #2. We propose to install a "Biocycle" unit south of the proposed residence to provide aerobic treatment of the wastewater emanating from the house. The proposed residual disposal trench will be constructed in the vicinity of test hole # 2. As can be seen from the soil logs, the native material between 7.5 and 11.5 feet below ground level is gray medium sand with a measured perc rate of 4 minutes per inch. Using a conservative soil application rate of 2.0 gpd/sq. ft. for a Category I1 Advanced Treatment System, this proposed 4 -bedroom residence requires an effective absorption area of (4 x 150)/2.0 = 300 square feet. The proposed 45 -foot long soil absorption trench has 360 square feet of sidewall area in the 4 -foot thick sand stratum. We propose to actually place 8 feet of sewer gravel in the trench to gain whatever absorption benefit is possible from the overlying silt and to allow for possible variations in the elevation of the sand stratum. A site for a similarly configured replacement trench is also designated on the site plan. The natural topography of the lot in the area of proposed construction is gently rolling with the proposed trench constructed along a natural contour of the land. The proposed project will have no known significant impact on present or future water supply and wastewater disposal systems serving adjacent properties, nor will it have any significant impact on reserved space -surface and subsurface, or on drainage. Please give me a call at 345-1355 if you have any questions on this submittal. Sincerely, Ted Moore, P.E. LOT 4 BLK (VAC) LOT 4 BLOCK 4 w Mn J LL O 0 C)_ Z U 0- w z Y U 0 m M O sf EXIST. / ' HOUSI �- - - SEPTIC SYSTEM � ` PROP. WELL CONSTRUCT45'LONG ; T.H..0 SOIL ABS. TRENCH #3 W 6.0' SEWER GRAVEL ' PROP. DRIVE I; PRbP, LOT 3,€; 4-6DR BLOCK 4 NOUS I, 4 ' INSTALL 1500 -GALLON - L-BIOCYCLF' AEROBIC WELL I- --- TREATMENT UNIT I 0 Im m ' ILOT 2 < (VACANT) I R' �e• L or'A 44 , THEODOrE F. ldOOf. i=•; ?' ••. CE -3 • r�: ,1 •.\ f1�./ V 1��, I G--T.H. #2 RESERVE SITE , , T.H. #4 T.H. 1.25" DIA. SCHED 40 PVC , , , , , , LOT 7 SEPTIC ; SYSTEM , n , LOT 8 i , , LOT 9 (VACANT) , , , , 4" DIA. 0-3034 INLET FROM— DWELLING F•� ki � Mai IF00.d 1.25" DIA. PVC DIST. PIPE _ W. 3/16" HOLES SPACED 18" 45' M.T. ---------------------------- ------------------ J \_45 -FOOT LONG SOIL ABS. TRENCH W. 6.0' GRAVEL BELOW DIST. PIPE O 1 1/4" SCHEDULE 40 PVC �— DISCHARGE LINE TO NEW SOIL ABSORPTION TRENCH "BIOCYCLE" TREATMENT UNIT 4" DIA. D-3034 INFLUENT LINE FROM HOUSE .L ...a ej " at, ItC 1; �,,". d� s� l it • `� ,ir .�. � G uy . T, EODC°F F. MOORE ; � ,, •,•. CE - 3504' 4; •.y�a.••'' SIOCYCLE COVER COMPRESSOR -ORIGINAL 1 1/4" SCHED. 40 PVC DISCH. LINE TO SOIL ABSORPTION TRENCH SAND BACKFILL FOAM INS. ON EXT. OF BIOCYCLE 8 DISCHARGE 2" BLUE BOARD INS. I I PUMP SAND LEVELING "BIOCYCLE" LEGEND: TREATMENT UNIT O1 PRIMARY SETTLING CHAMBER r�2 AERATION CHAMBER O CLARIFICATION CHAMBER O DISCHARGE CHAMBER PLAN VIEW 1.25" DIA. PVC DIST. PIPE W., 3/16" HOLES SPACED 18" 1/2" - 21rr' _ SEWER GVL. BOTTOM OF EXCAVATION MONITOR TUBE FILTER FABRIC co 0�05 CROSS-SECTION N r LOT 3, BLOCK 4, MOUNTAIN PARK ESTATES PROPOSED WASTEWATER DISP. SYSTEM PLAN AND CROSS-SECTION FLATTOP TECFINICAL SERVICES SCALE: I"= 5'-0" 14530 ECHO STREET DRAWN BY: TFM ANCHORAGE, AK, 99516 SEPTEMBER, 2001 ITEST HOLE # 27 FLATTOP TECHNICAL SERVICES 14530 ECHO ST. ANCHORAGE, ALASKA 99516 SOILS LOG -- PERCOLATION TEST LEGAL DESCRIPTION:. Lot 3. Block 4. Mountain Park Estates SID DATE PERFORMED: _ July 10,2001 PERFORMED FOR: Rob & Kelly Conn DEPTH SLOPE (feet) RK Pt. SM Reddish sandy loam ML Gray sandy silt Dense, no cobbles SP/SM Gray fine/medium sand Dry, lenses of ML ML Gray sandy silt Dense, "chunky" SP/SM Fine soft sand Dry, becomes cleaner below 16' 1.1241 0% MA Depth to Groundwater Date No qroun8Tv-ater /10/01 Monitor tube d[y 7/17/01 A4.-. T .0 TH F. let.. THEODORE T. A100RE.- C1 - 3'37 SITE PLAN T.H. #3 60 4P 00 T.H. 00 #2 x. 36 T.H. PROP. #4 4.8DRM HOUSE 140 T.H. Date Reading Clock Time 5%: 7715- 12" presoak 12" resoak 5 OYC Add water & start ........... 23 3/76 Date Reading Clock Time Net Time Percometer Net Drop (minutes) Reading (inches) 7715- 12" presoak 12" resoak Add water & start 12:01:40 23 3/76 #1 Add water -- 2 T-21-6— —12-1 —2 —12.--22-2G77TB— —10 20 3T6— ---T— — --2 0-711 U--- *2— Add water #3 12:22F2-0 12:32:20 —26 —1/2— ---T— PERCOLATION RATE 4 (minutesAnch) PERC HOLE DIAMETER- 6" TEST RUN BETWEEN 8.5 FT AND 9.0 FT PERFORMED BY FLATTOP TECHNICAL SERVICES. I 'ACERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: -9 AS lot FLATTOP TECHNICAL SERVICES 14530 ECHO ST. ANCHORAGE, ALASKA 99516 TEST HOLE # 4 SOILS LOG -- PERCOLATION TEST LEGAL DESCRIPTION: Lot 3 Block 4 Mountain Park Estates S/D DATE PERFORMED: July 10 2001 PERFORMED FOR: Rob & Kelly Conn DEPTH Pt (feet) 1 SM Reddish sandy loam 2 /�% R 3 IN 4 /j�%/ 6 13 14 15 16 17 18 19 ML Gray sandy silt Dry, scattered lenses of SM 1-1:a Depth to Groundwater Date None /10 w o_ 0 J N A.',� TH !i 1 : THEODORE F. MORE a° p'.�,•. CE -3589 a�Al SITE PLAN T.H. h� #3 60 Iv Co T.H. c' .. i T.H. 36 PROP. 4-BDRM v 0� HOUSE azei<zzzzzs.: T.H. �► #1 20L_jPERCOLATION RATE (minutes/lnch) PERC HOLE DIAMETER TEST RUN BETWEEN FTAND FT COMMENTS: No perc test conducted or groundwater monitor tube Installed because soils appeared to be poorly permeable. PERFORMED BY FLATTOP TECHNICAL SERVICES. CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 2 /s' / %� 0%_...:. ..:5% _ 50/1 ... 20L_jPERCOLATION RATE (minutes/lnch) PERC HOLE DIAMETER TEST RUN BETWEEN FTAND FT COMMENTS: No perc test conducted or groundwater monitor tube Installed because soils appeared to be poorly permeable. PERFORMED BY FLATTOP TECHNICAL SERVICES. CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 2 /s' / %� TEST HOLE# 1 FLATTOP TECHNICAL SERVICES 14530 ECHO ST. ANCHORAGE, ALASKA 99516 SOILS LOG -- PERCOLATION TEST LEGAL DESCRIPTION:_ Lot 3. Block 4. Mountain Park Estates S/D DATE PERFORMED: July 10, 2001 PERFORMED FOR: Rob & Kelly Conn DEPTH SLOPE (f Pt. SM Reddish sandy loam ML Gray sandy silt Dense, some cobbles SP/SM Fine silty sand Cleaner near bottom B.H. :10%: 5% Depth to Groundwater Date No groundwater --7T1 -0 w IL O J N r ice, ♦ : a.t,..a • ."}K V, THEODORZ F. MOORED• _% '•. CE - 3589 ; �F �. SITE PLAN T.H. 4 #3 60 00 T.H. 00 #2Ln a <I€ : T.H. 36 PRO P.',<is 94 4-BDRM v 6� HOUSE 11 M T.H.► #1 PERCOLATION RATE (minuteslinch) PERC HOLE DIAMETER TEST RUN BETWEEN FT AND FT COMMENTS: No oerc test conducted or groundwater monitor tube set because soils above 11.5 feet appeared poorly permeable. PERFORMED BY FLATTOP TECHNICAL SERVICES. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE:-9/S—/C->/ FLATTOP TECHNICAL SERVICES 14530 ECHO ST. ANCHORAGE, ALASKA 99516 TEST HOLE 113 SOILS LOG -- PERCOLATION TEST LEGAL DESCRIPTION: Lot 3. Block 4. Mountain Park Estates S/D DATE PERFORMED: July 10, 2001 PERFORMED FOR: Rob & Kelly Conn DEPTHPtSLOPE (feet) SM Reddish sandy loam ML Gray, sandy silt Lenses of SM & Gm above 5.5' Dense, damp and"chunky" below 5.5' Lenses of saturated ML near bottom B.H. 0% 5% 5% Depth to Groundwater Date No Tree water seen -7/10/0-1 1 1 W Q- 0 4L CL - 358:,' SITE PLAN 11 T.H. #3 60 CD T.H. CD #2 T.H. 36 TROP. 94 4-BDR HOUSE T.H. #1 PERCOLATION RATE- (minuteslinch) PERC HOLE DIAMETER TEST RUN BETWEEN FT AND FT COMMENTS: No perc test conducted or groundwater monitor tube set because soils appeared to be poorly permeable. PERFORMED BY FLATTOP TECHNICAL SERVICES. I XIhAa-c- CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE:- %1rIO/ ... .. .. .. .. ..... .. PERCOLATION RATE- (minuteslinch) PERC HOLE DIAMETER TEST RUN BETWEEN FT AND FT COMMENTS: No perc test conducted or groundwater monitor tube set because soils appeared to be poorly permeable. PERFORMED BY FLATTOP TECHNICAL SERVICES. I XIhAa-c- CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE:- %1rIO/ eFLattop 7echnicafServices 14530 Echo Street, Anchorage, AX 99516 (Phone (907) 345-1355 Lot 3, Block 4, Mountain Park Estates 13301 Crestview Drive Wastewater disposal system installation Specifications 1.0 General: 1.1 The scope of the project consists of installation of a "Biocycle" aerobic treatment unit that discharges effluent into a 45 -foot long soil absorption trench containing 8.3 feet of sewer gravel. 1.2 Construction shall be as depicted on the approved site plan and design drawings. Minor deviations from these drawings may be allowed or required by the engineer conducting the inspections. All construction procedures and material specifications shall conform to Municipal and State requirements. All separation distances shall be in conformance with Municipal requirements, unless specifically waived. 1.3 The contractor shall be responsible to obtain any necessary utility locates, and to work around any buried utilities. 1.4 The contractor shall provide adequate cover material and rough grading over all system components to ensure that proper drainage is achieved after settlement and that there are no residual depressions. Insofar as possible the contractor shall minimize damage to trees and existing lawn areas. 1.5 Unless specifically agreed otherwise, the homeowner shall be responsible for finish grading after the soil is compacted, as well as placement of topsoil and reseeding all areas disturbed by the construction. 2.0 `Biocycle" Aerobic Treatment Unit 2.1 The new 1500 gallon `Biocycle" aerobic treatment unit shall be manufactured, furnished and equipped by Pegasus Engineering in accordance with the Municipal and State approved design. 2.2 The contractor shall be prepare a suitable site for the `Biocycle" unit and install it as follows: The depth of the excavation for the `Biocycle" treatment unit shall be sufficient to allow connection to the 4" waste line leaving the house at a minimum slope of 1/4" per foot, but no deeper than 10' - 2" below finish grade in the vicinity of the unit. A cleanout shall be installed within 5 feet of the building foundation. All pipe connections to the `Biocycle" shall be equipped with waterproof mechanical couplings. The bottom of the excavation for the `Biocycle" treatment unit shall be carefully leveled and smoothed by the placement of a layer of clean sand. Two inches of rigid, burial type, insulation with a minimum compressive strength of 30 psi shall be placed on the sand prior to installation of the "Biocycle" treatment unit. The space between the sidewalls of the excavation and the `Biocycle" unit shall be carefully backfilled with sand. The top of the manhole riser shall extend 4" above finish grade, and the final ground surface graded as necessary to provide surface drainage away from the `Biocycle unit. 2.3 The contractor shall be responsible to obtain the necessary electrical permit and inspections and shall provide a copy of the electrical inspection report to the engineer. 2.4 The control and alarm floats shall be set and their proper operation verified by the "Biocycle" supplier. The high level alarm shall be installed inside the residence at a location selected by the owner. 2.5 The discharge line from the `Biocycle" treatment unit to the soil absorption system shall be 1.25" dia. Sched 40 PVC. All pipe connections in the distribution system shall be glued, and the ends of all pipes capped. 3.0 Soil absorption system: 3.1 The soil absorption system shall be constructed by excavating a 45 -foot long trench to a depth of 12 feet below ground elevation in the vicinity of test hole #2. The long axis of the trench shall parallel a natural contour of the ground. 3.2 The bottom of the excavation shall be level. Any compacted or smeared surfaces shall be raked to allow proper infiltration. 3.3 A total of 8.3 feet of washed sewer gravel shall be placed in the bottom of the excavation with the 1.25" diameter schedule 40 PVC perforated distribution pipes laid level such that the pipe inverts is no less than 8.0 feet above the bottom of the sewer gravel. 3/16" diameter holes shall be drilled in the bottom of the distribution pipe at 18 -inch intervals. All PVC pipe joints shall be glued and the end of the distribution lateral shall be capped. Sewer gravel shall be 0.5" - 2.5" washed and screened gravel, with less than 3% passing the #200 sieve. 3.4 Monitor tubes shall be of 4" diameter and installed in the locations shown on the design drawings. The portion of the monitor tube extending through the sewer gravel shall be perforated. 3.5 Approved filter fabric shall be placed over the entire top surface of the sewer gravel and a minimum of 2 feet of backfill. If the backfill thickness is less than 3 feet, 2 inches of rigid insulation shall also be placed over the surface of the bed. 3.6 The top surface of the cover material shall be raised a minimum of 6 inches higher than the surrounding terrain to allow for subsequent settlement, and shall be graded to smooth contours. Fill slopes shall be no steeper than 3:1. 3.7 Unless specifically agreed otherwise the homeowner shall be responsible for arranging to have the site finish graded after the backfill material has stabilized, and for placement of adequate topsoil and seed to promote rapid revegetation of all areas disturbed by the construction. 4.0 Inspections: 5.1 A minimum of engineering inspections will be required during the course of the project: (1) initial stakeout with the contractor to establish the location of the system and to discuss the plans, specifications and construction procedures, (2) after the native material has been excavated to expose the infiltrative surface to ensure that it is level and at the right elevation, and conforms with the soil test information, (3) after the sewer gravel is in place and the distribution pipes have been laid and connected up to the septic tank, but prior to placement of insulation or filter fabric, and (4) after rough backfill and grading is complete. The "Biocycle" unit requires one inspection after it is set level and the piping connected, but prior to backfill. This inspection may be incorporated with any of the above inspections. 4.2 The installer shall coordinate the timing of the inspections with the engineer sufficiently far in advance to ensure the availability of the engineer. Municipality of Anchorage Development Services Department 4_SA Building Safety DivisionOn-Site Water and Wastewater Program 14' 4700 Elmore Street " P.O. Box 196650 Anchorage, AK 9951951 9.6650zz,�— www.muni.org/onsite n (907)343-7904 -Vw!I CERTIFICATE OF ON-SITE SYSTEMS APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. _01 7 — v,6/ — 3 Z COSA # �S �' 1()!() ,?7 Expiration Date: O 1. GENERAL INFORMATION Complete legal description _I -e t 3_ 13 Location (site address) 133 0) Crilfv'��w Drr� Current Property owner(s)_?c,i € kellip Cann Dayphone ?yy-oGoy Mailing address 1330/ <rQfT L,,*-ev Dr... hntharn�,, Lending agency Day phone Mailing address Real Estate Agent PfUnr*0 64 /-Nreihna Day phone 2 Z7 - 767/ Mailing Address 3 FO/ Con He/iO n f P,-. tt 2,oiq A} e 6 Atte 99s,<, 3, f�Af(zi S Ccv/le/s Unless otherwise requested, COSA will be held by DSD (orpickup. p�Ce4U lyp,-hree 2. NUMBER OF BEDROOMS: 'L @ ZZ7 -7671 L'"ke^ tarn ricor� �'� /''u• 3. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well Q Individual On-site R Individual Water Storage ❑ Individual Holding Tank ❑ Community Class Well ❑ Community On-site ❑ Public Water System ❑ Public Sewer ❑ The Municipality of Anchorage Development Services Department (DSD) issues Certificates of On -Site Systems Approval (COSA) based only upon the representations given in paragraph 4 by an independent professional civil engineer registered in the State of Alaska. Certificates of On -Site Systems Approval are required for the transfer of title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or water supply system. DSD also issues COSAs upon request to homeowners. Certificates of On -Site Systems Approval are valid for 90 days from the date of issue for properties served by a private or Class C well and may be reissued with new water sample results. (Certificates may be reissued for a period of up to one year with valid water samples.) Certificates are valid for one year for properties served by Class A or B wells or a public water system. The Municipality of Anchorage Is not responsible for errors or omissions in the professional engineer's work. 4. 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 f=/aNr� 72-1thn re -1 Strv;t..r Phone 3 VC-- Pass Address 1 N S 9 0 �fGro 16 N y on l l_ A- d,., AHC `H5 -V Engineer's Printed Name i%hc,,en& 0 r' />oo •-r_ Date 6-/6/ 2.0�& 5. DSD SIGNATURE Approved for 4— bedrooms. Disapproved. '.'MLOUCRE F. A!OOtiE �• CC. 35E9 ,r, s: Conditional approval for bedrooms, with the following stipulations: Attachments: COSA Checklist X Arsenic Advisory Septic System Advisory Well Flow Advisory Nitrate Advisory Maintenance Agreements Supplemental Engineer's Report Other By:L�i/� Original Certificate Date:�� (Rf, HAS) Municipality of Anchorage i� Development Services Department Building Safety Division On -Site Water & Wastewater Program 4700 Elmore Street P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907)343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST Legal Description: _1.o 1-3{ sle, c lc N/ l`fr•sr n /rrrn j'cwk l5d Parcel to: Oi 7 —06/ — 3 2 A. WELL DATA Well type 'v f If A, B, or C provide PWSID # Date completed '/O 2, Sanitary seal (Y/N) Y Total depth 'deft. Cased to N 2-1� ft. FROM WELL LOG Date of test _3/'5-/07_ Static water level 2 '17 ft. Well production 10 g.p.m. WATER SAMPLE RESULTS: Coliform O colonies/100 mL Nitrate 1,01V_mg/L Arsenic: < E ug/L date of sample: z /Z7 /10 B. SEPTIC/HOLDING TANK DATA Well Log (YIN) r Wires properly protected (Y/N) Y Casing height (above ground) Q in. AT INSPECTION H/Z9 / rr7 2 ! 5/ ft. ! . 9 g.p.m. Other bacteria — colonies/100 mL Collected by: Flat i sc/, ,Sz es• Tank Type/Material i3a• Cyc to / Fr b+ V )eAr-1 Date installed G / Z'7 / G7 Tank size I _5'6 11 gal. Number of Compartments Cleanouts (YIN) Y Foundation cleanout (Y/N) i Depression over tank (Y/N) N High water alarm (Y/N) Y Dateofpumping_1=Asr•H/23//OPumper ATs rnae,-e,i+.t t[umlwel&.c, C. ABSORPTION FIELD DATA Date installed /2-7/u7,Soilrating (g.p.d./f? or ft2 /bdrm) 2.ann� System type Tr+nc tt Length N 7 ft. Width 2.0 ft. 1 Gravel below pipe 9./ ft. Total depth 1(,S_ ft. Eff. absorption area 7l! ft' Monitoring tube'_ Depression over field V Date of adequacy test N/29 / /O Results (Pass/Fail) Pe -a For � _ bedrooms Fluid depth in absorption field before test f in. Water added6!r gal. New depth T in. Elapsed Time: 9 min. Final fluid depth Z12..6, in. Absorption rate >= 46'G[9 g.p.d. Any rejuvenation treatment (past 12 mo.) (YIN & type) None cdF If yes, give date N..4 D. LIFT STATION Date installed 6•/27/02 Size in gallonsT� Manhole/Access (Y/N) �i "Pump on" level at�3 It in. "Pump off" level at S. f in. High water alarm levet at 2t<. S in. Datum 841e,*r .,( %r n k Cycles tested S * Meets alarm 8 circuit requirements? Y E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lift station on lot 10 2•' Absorption Feld on lot 1 1 b' Public sewer main N • A. Sewer /septic service line > 2S' On adjacent lots 7 1c'0' On adjacent lots 100' Public sewer manhole/cleanout N Holding tank N• 4 - Animal containment areas V. h• Manure/animal excrete storage areas N• A. SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation I S I Property line 29 ' Absorption field 9S' Water main N ti Water service line 7 IU' Surface water > 14:r -v' Wells on adjacent lots > 106 ' SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line Is- Building foundation 17' Water main P.A. Water Service line 7 10' Surface water �;* 1 UCil Driveway, parking/vehicle storage > IU Curtain drain N&Af 50 440) Wells on adjacent lots Ila l F. COMMENTS Y• •r ♦ . -, .• �1• M1�. • ^ R 14 Y a 4 T^ -4,Y G. ENGINEER'S CERTIFICATION a^, •••' certify that I have determined through field inspections and review of Municipal records that the above systems are in >s'•••.• ..........:.....:... conformance with MOA COSA guidelines in effect on this date. je T21 -LA '" �i1� C Engineer's Printed Name i�1io �PnrC f=• r xx,� f! 11� '" A- y;. C: Date Mtn 20/ D �' ),•, ;Ir,' COSA Fee $ 90 1` Waiver Fee $ Date of Payment =gl 1149 Date of Payment T '/ Receipt Number �� 7 Receipt Number (Rev. 11105) - to, TFtFcaer e � LOT 4 1tFcrelc IEA�yr 1 I I � '• I I I LOT 7 N 89006'06'E 190.16' L__ gSEMX a>:AN0M I I rn mz6° 66.4 Z bb ' 1 1 OM WELL :4orb•o d I 41 Two sTM J 4 141 I I.D RFy N FR41E 1 91 LOT 8 WCONy 1 :41 3 g 79.7' 1 Col 1 o Lot 3 ?al' STATxkl I I ITl Z 33,625 s.f. Po CANT � I I I N 86e19'008E 200.00' r — I I 30.0' 30.0' I I I I 1 LOT 2 1 1 1 LOT 9 PLOT PLAN _ ASBUILT _X SCALE 1s ' 40' GRID 2938 Project No. 01-100 Lang & Associates, inc. 11500 Daryl Avenue, Anchorage, Alaska 99515 Registered Land Surveyors (907) 522-6476 Phone Re 9 Y 907) 522-4625 Fax OF At I hereby certify that I have surveyed the following descAbed Property. Lot 3. Block 4. MOUNTAIN PARK ESTATES Anchorage Recording Dlehto6 Alaska, and that the Improvements situated Gj. • 4 thereon are within the property Ones and do not encroach onto the properly *.......... ... ... adjacent thereto. that no Improvements on the Property long adjacent thereto encroach on the surveyed premises and that then an no roadways, transmission lines or other visible easements on Bald property ixcept as Indicated hereon. ,j......... Dated this the 14:' Day of 1�n1u. rts7 �2'KENNETH LAN G. �—, , at Anchorage. Alaska �'•.. LS -522 02 it Is the responsUlty of the owner to determine the existence of any �o "•••• e easements, covenants, or nshicfbna which do not appear on the recorded POWL subdMsion plat. SGS SCS ReUI Client Name Project NameHt Client Sample ID Nlatrix Sample Remarks: 1101742002 Flattop Technical Srv. Water Samples L3 B4 Mtn Park Est Drinking Water Printed Date/time Collected Datefrime Received DatefTime Technical Director 04/302010 8:59 04272010 10:55 04272010 12:05 Stephen C. Fade Allowable Prep Analysis Pananelcr Results LOQ Units Method Container ID Limits Date Date Init Metals by ICP/143 Arsenic 5.00 U 5.00 ug/L EP200.8 A (<10) 0428/10 0429/10 NRB SCS Ref.# Client Name Project Name/# Client Sample ID alatri: Sample Remarks: 1101741001 Flattop Technical Sty. Water Samples U [)4 Mm Park Est Drinking Water Printed Date/Time Collected Datefrime Received DatdFime Technical Director 05/04/2010 15:45 04/27/2010 10:55 04/27/2010 12:05 Stephen C. Ede Allowable Prep Analysis Paramctcr Results IM Units Method (bnlalner 11) Limits Dale Date Init Waters Department Total Nitrate(Nitritc-N 1.04 0.100 mF/L. SM204500NO3-F U (<10) 04/30/10 AYC Microbiology Laboratory Colony Count 0 coV100ml. SM20922211 A (<200) 04/27/10 DLC Fecal Coliform 0 eoVI00mL SM209222B A (<I) 04/27/10 DLC Total Coliform 0 coVl00ml. SM209222B A (<I) 0427/10 DI.0 BioCycic Alaska 4971 Thompson Drive Homer, AK 99603 226-2476 office 399-0331 cell Email: biocyclealaska a gci.net 13301 Crestview Dr. Anchorage, AK 99516 344.0004 2nd Qtr Maintenance 2010 .1 BioCycle Location MAINTENANCE DESCRIPTION COMMENTS PRIMARY CHAMBER SCUM I.EVEI. OK HIGH AERATION CHAMBER & AERATION SYSTEM L UN BLOWER SIZEn CIL AERATION PRESSURE GI I LOW NOISE LEVEL. HIGH GENERALCONDITION POOR PIPING SYSTEM: AIR LEAKS LEAKS AIR DIFFUSER/ALR SUPPLY POOR MIXED LIQUOR CONDITION ODOR NO Y1 -S CLARIFICATION CHAMBER SLUDGE ACCUM IN I IOPPER LOW LOG! 1 CLARITY OF EFFLUENT CLCAR FAIR CLOUDY DISCHARGE CHAMBER DISCHARGE PUMP OPERATING YES NO ALARMS CHECKED AND OPERATI\G� AIR/POWERI�/\ YLJS NO I OGII WATER YES NO JI 2nd Qtr 2010 Maintenance'vas performed today BY: LARRY BETTS DATE: 1 3 ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT MEMORANDUM OF UNDERSTANDING BETWEEN MUNICIPALITY OF ANCHORAGE AND F 1u�1(L.yu� THIS MEMORANDUM OF UNDERSTANDING made and entered into as of this Day of of 201 V, by and between Afyu,v ria tel h (�atLJK ` herein the "OWNER," and the Municipality of Anchorage, herein the "MUNICIPALITY." In consideration of the mutual covenants contained herein, the parties to this Memorandum of Understanding agree as follows: 1. ADVANCED WASTEWATER TREATMENT SYSTEMS. Municipality grants permission to Owner to utilize and operate an Advanced Wastewater Treatment System (AWWTS), described as _AfoC Vcle located at fLi, to S A y L 3 Anchorage, Alaska. 2. Definitions. A. 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. Prior to performing any alterations to an AWWTS the owner must obtain a Wastewater Disposal System Construction Permit from the Municipality pursuant to Anchorage Municipal Code (hereinafter, "ANIC") 15.65. B. Certificate of On -Site Systems Approval. 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 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. C. Damage. Any man-made or natural change in a system that would inhibit the system from performing as designed. D. Maintenance and Repair. The scheduled and as needed replacement of existing parts, components and pieces of an AW WTS that were included in the original design which would allow the AW WTS to continue to perform as designed. E. Permit (Construction) An On -Site Wastewater Disposal System Construction Permit as defined by AMC 15.65. F. Permit (Operating) An Advanced Wastewater Treatment System Operating Permit. An annual permit, issued by the Municipality, that allows the Owner to operate an AWWTS, upon meeting all the requirements of this agreement, the conditions of Operating Permit, the requirements of the On -Site Wastewater System Construction Permit and all relevant provisions of AMC 15.65 3. Fee. Owner shall pay to Municipality an annual fee of -z,7GrO ($_,�71.00), payable on or before the issuance of the operating permit and annually thereafter. The annual fee is due on or before the anniversary date of the approval by the Municipality of installed system. 4. Term. The term of this Memorandum of Understanding shall be for the life of the AW WTS. The term begins on the date of approval by the Municipality of the installed system and shall continue while the AWWTS system is in use or operational or until the property is sold or title is transferred by owner and a new certificate of On -Site approval is issued to the new owner or transferee of the property. 5. Alterations, Installation and Removal of Additional Equipment. Owner agrees not to make any alterations, removal of parts or additions to the AWWTS without a Construction Permit from the Municipality. 6. Maintenance and Repairs. A. Throughout the term of this Memorandum of Understanding, the Owner shall maintain AWWTS in good repair. In addition, it shall be the responsibility of the Owner during the term of this Memorandum of Understanding, and any extensions or 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. Further, Owner agrees to comply will all applicable ordinance, laws, regulations, rules and orders for the AWWTS. B. Owner agrees to provide the Municipality a written schedule of routine maintenance and repairs which have been performed on the system pursuant to the terms and conditions contained in the Owner's AWWTS Operating Permit. This schedule shall be submitted to the Municipality annually upon the renewal of the permit. The schedule of maintenance and repair contained in the Owner's AWWTS Operating Permit is: Oc t n rw C. Owner acknowledges that the fine schedule for failing to maintain and repair an AWWTS are codified in AMC 14.60. D. Owner agrees that only maintenance, repair personnel certified by the Municipality will inspect and make any necessary maintenance, repairs or permitted alterations to the system. G. Owner agrees to grant the Municipality reasonable access to test and inspect the AW WTS upon 24 hours written notice. F. Owner agrees that any sale or transfer of title of the property will not occur without a new Certificate of On -Site Systems Approval. G. Owner agrees that the relevant provisions of the standard specification guidebook for AW WTS is the governing professional guidelines for the construction, maintenance and repair of the Owner's AW WTS. 7. Nonwaiver. The failure of either party at any time to enforce a provision of this Memorandum of Understanding shall in no way constitute a waiver of the provisions, nor in any way effect the validity of the Memorandum of Understanding or any part hereof, or the right of such party thereafter to enforce each and every provision hereof. 8. Amendment. A. This Memorandum of Understanding shall only be amended, modified or changed by a writing, executed by authorized representatives of the parties, with the same formality of this Memorandum of Understanding was executed and such writing shall be attached to this Memorandum of Understanding as an amendment. B. For the purposes of any amendment modification or change to the terms and conditions of this contract, the only authorized representatives of the parties are: Owner: A 0 �kA V—>C4( Anchorage: Purchasing Officer C. Any attempt to amend, modify, or change this contract by either an unauthorized representative or unauthorized means shall be void. 9..1urisdiction: Choice of Lmv. Any civil action arising from this Memorandum of Understanding 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 Memorandum of Understanding. 10. Severability. Any provisions of this Memorandum of Understanding decreed invalid by a court of competent jurisdiction shall not invalidate the remaining provisions of the Memorandum of Understanding. OWNER: By:St4--La�4XL. Date: < 0 STATE OF ALASKA THIRD JUDICIAL DISTRICT The foregoing instrument 2010, byPwv�wy A a MUNICIPALITY: By: Title: Date: ) ss. before me this a day of , . the no.9 Vy N NOT4RY PVgLIC FOR ALASKA My Commis 'on expires: Q • �f} •(� rtjauc IM]