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HomeMy WebLinkAboutMANN #2 BLK 6 LT 5Mann Block 6 Lot 5 #020-481 - ! 3 ~ Municipality of Anchorage Development Services Department Building Safety Oo-Site Water and Wastewatm' ProGram, 4700 $. B~ag aw SC Page of p.O. Box 196650 Am:hm'age. A~ 99519-6650 www.ci.andaorage.alcus (907} 343-7904 ON-SITE WASTE'WATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Pen'nit Numbe~. SW050035 PID Number. 020-481-05 ~ Wastewater System: [] New [] Upgrade Song D. Hong n~n. 16010 Goldenview Drive Anchorage, AK 99516 ABSORPTION FIELD ~ 27/-2720 Four (4) LEGAL DESCRIPTION s c~ O~ ~ ~,~. ~_..,m from on~nal gr~oe ~ O~ Fee. Well: [] New I'-1 Upgrade lo n. AJpine DriIXing 5/tsj05 21 SEPARATION DISTANCES E]Sap§c [] H~d~m E] S,T.E,,. Tank F-~ld Statior~ ?ank S~,er tine Anchorage Tank 1,500 c~ wd >100' >100' >100' N/A >100' Steel ~.,-.,~.. >100' >1o0' >1oo' NIA ~// LIFT STATION ~L~ >5' >10' >5' NIA 500 ~ ~chorage Tank/Omnco F~ >5' >10' >S' NIA / ~ 28 ~ c,m..r~...None Noted o.~o f'a.o "'"~ 2' Insulation over line under driveway, over septic tank BENCH MARK and on absorption bed. Final gradXng, landscaping and Garage Slab replacement of monitor tube to take place by 6/15107. - '-"er on _. .,, , t, r oos Inspections performed by. ~- ~ ~.'. &uca~'-[ ~ ~.~e~.~cn .' ~-, Development Servtces Department Approval Conditional Approval by:c?~//~/.,~/ /~'/' '"/,/-~..~,,'1. Date: ~'~ ~/-'*~' U ! '. Reviewed and Approved by:~ Date ~ N O0'05'O0"W 149.4-7' GOLDEN VIEW DRIVE Municipality of Anchorage DEVEOPMENT SERVICES DEPARTMENT 4700 South Bragaw Street Anchorage, AK. 99519-6655 - 343-7904 On-Site Wastewater Disposal System or Welt Inspection Report Page 3 of 3 ~lumber. SW050035 PID No. 020-481-13 I~M = 100.00 Garage Slab · 100.2 / 103.0 103.0 Orain F~eld Rock 101.2 Coume Sand Liner -I01.95~ 95,3 1~7~5 PROFILE AS-BUILT Sc~31e: NONE ANDERSON ENGINEERING P.O. BOX 240773 ANCHORAGE, AK 99524 522-7773 677-7766 [FAX) MEMORANDUM DATE: April 25, 2007 TO: Jeff Poet FROM: Mike Anderson, P.E. SUBJECT: Lot 5, Block 6, Mann Subdivision No. 2 Septic System As-Built/COSA The absorption bed on the subject lot was placed parallel to the property line to allow more separation from the driveway and also the property line. The natural ground slope in the area is virtually fiat and much less than 10%. Placement of the bed in its current location meets State and Municipal requirements. The pump in the lift station on the property is an Orenco P20 Model. The information has been added to the inspection report. All inspections of the lift station were completed by the Muncipality. The final electrical inspection was completed and approved by Curt Burgoyne on March 3, 2006. A copy of the Building Permit Report is attached for your reference. Please let me know if you have further questions. Page 1 of 3 Building Permits BUILDING PERMIT REPORT Permit number. 05 0184 Date of application: 2005-03-23 00:00:00.0 Permit Class: RESIDENTIAL PROPERTY Property tax code number. Subdivision: Lot/space: Block: Tract: Plat Grid: Zoning district: Site Address: Sewage disposal: Water supply: 0204811300001 MANN #2 5 6 700238 SW3237 R.6.SUBURB-RESIDENTL-LARGE-LOT 16200 GOLDEN VlEWDR, ANCHORAGE PROJECT Project Name: Proposed use: Type of work: Work description: Value of construction: General contractor(s): Items submitted: R-3 RESIDENTIAL, SINGLE FAMILY NEW 3495 sqft living area, 1049 sqft garage $398885 OWNER None Change Orders: Change Valuation Date Description Order 0 $398,885 2005-03-23 3495 sqft living a~ea, 1049 sqft garage 16:15:10.0 I $0 2005-05-18 --robed bolts per HIO #701 ti3 00:00:00.0 2 $0 2005-06-07 VIOVE COLD FOOTING 4FT, INCREAING THE DEPTH OF 00:00:00.0 FRONT PORCH ENTRY 3 $0 2005-06-17 ~dd wh.~ow on garage wall 00:00:00.0 ~em: Date Llft'--~'~---~-' Posted Date Reaso~ 2005-04-1'~'--'---~ ~REMENT*'~EXCAVATION AND FILL FOR ~ 00:00:00.0 HOUSE WITHOUT PERMIT. THIS IS BACKFILLED.,EXCAVATED & 0:00:00.0 FILLED BY GLACIER, 2005-09-01 OWNER TO OBTAIN ROW PREMIT FOR NEW DRIVEWAY PRIOR TO 00:00:00.0 ISSUING CCO, http://pas.ci.anchorage.ak.us/pas/buildingpermits.c fm?permitid=201731 4/25/2007 Page 2 of 3 Building Permits PLAN REVIEWS [] Check to see comment history ~lans reviewed: Change Order 0 Discipline :LOOD HAZARD RESIDENTIAL RIGHT-OF-WAY TRAFFIC ENGINEERING [ONING ZONING RESIDENTIAL Current Comments Reviewer RBANUS, FFREY D. PINKSTON, MIK~ ANGELL, MADAM. 3EITZ, TERESA E. 'tURD, JEFF D. HURD JEFFD. _ DEITZ, TERESA E. A. Status Approved Approved PERMITS Permits issued: UCAL ICAL NG RAL RAL RUCTURAL Issuance T JLL ~IPORARY :ULL HELL ONLY Date 2005-05-20 00:00:00.0 00:00:00.0 2006-02-17 00:00:00.0 2005-05-20 00:00:00.0 2005-04-20 00:00:00.0 2005-05-27 00:00:00.0 2005-05-06 00:00:00.0 Issued To INSPECTIONS Final Ins ctions: Disci line MECHANICAL PLUMBING STRUCTURAL BURGOYNE, CURT L. NELSON, LANNY K- ~ELSON, LANNY K. SRAy, ROBERT L. Date 2006-O3-03 00:00:00.0 2006-O2-16 00:00:00.0 2006-.02-16 00:00:00.0 2006-O2-15 00:00:00.0 http://pas.ci.anchorage.ak.us/pasPouildingpermits.c £m?permitid=201731 4/"25/2007 Page 3 of 3 Building Permits COMPLETION Conditional Certificate of Occupancy (CCO) date: 2006-08-15 00:00:00.0 Certificate of Occupancy (CO) date: 2006-03-06 00:00:00.0 http://pas.ci.anchorage-ak-us/pas/buildingpermits'cfm?permitid=201731 4/25/2007 DRILLING FRX NO. : i~? 345 ~ ['lap, 3a ~ 12:~ Pi ALPINE DRILLING & ENTERPRISES P~rmit Number:. #SWp50035 Date of Issue: ~-22-05 Date Started: ,,~18-05 Date Completed: 5.'19-.05 Legal Descr~ptlon: Property Owncr 1Name & Address: Boreh01e Data: Soil Type, Thickness ,t. Water Strata stick-up 0 2 organics & silt 2 9 gravelly silt 9 51 bedrock 51 186 Parcel Identification Number: 020-481-13 Is well located at approved p~nnit location? [] Yes [] No ~t,fonn #2 BIk 6 Lt 5 Song D. Hong 16010 Goldenvlew Ddve Anchorage, Alaska Depth (fi) From To 99516 Method of Drilling [] air rotary H20 160 164 [] cable tool Casing lype: §reel Wall Thickn .~s: .250 inches Diameter: -6 inchcs Depth: 57 f~'t Liner Type: Diameter. inchc~ Depth: fcct Casing stlckup above ground: _2 feet Static water level (from ground l~vcl): 2~ feet Pumping level: t86 fcct at~er 2 hours pumping _6 gpm Recovery Rate: _6 gpm Method of Testing: 0ir Well Intake Opening Type: [] Open End [] Open Hole I-] Screened Suu't~fcct Stopped [] Perforations Start feet Stopped fe~t Grout Type: bentonite ercmule$ Volume: I bg Depth: Start_0 feet Stopped_? fcct l~mp: Intake Depth feet Pump size hp Brand Namc Well Disinfected Upon Completion? [] Yes [] No Method of Disinfection: ¢hlodoe lgblet$ Comments: Well Driller:. Alpine DElling & Enterprises PO Box 110496 Anchorage AK 99511 Attention: The well driller shaU provide a wcll log to the properly owner within 30 days of completion and the property owner or the well driller shall provid~ a well log to the Development Settees Department within 60 days of completion. MUNICIPALITY OF ANCHORAGE Development Services Department On-Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM I WATER SUPPLY PERMIT Initial Date Issued: Feb 22, 2005 Expiration Date: Feb 22, 2006 Permit Number:. SW050035 ,~,-/.',/,~/~ S~.c<.k. (~ /-.oT Legal Description:~ Design Engineer: 0062 Pannone Engineering Services Owner Name: SONG D. HONG Owner Address: 16010 GOLDENVIEW DRIVE ANCHORAGE, AK 99516- Parcel ID: 020--481-~ ~ Site Address: Unknown Lot Size: 45820 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 ( 18AACS0 ). 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. 5. The following special provisions. THE UPPER SIX INCHES OF THE MOUND SYSTEM MUST CONSIST OF TOP SOIL AND THE MOUND MUST BE VEGETATED SUFFICIENTLY TO PREVENT EROSION. Received By:.~ Date: Issued By'~ Date: Parcel I.D. 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.cl.anchorage .ak.us (907) 343-7904 ON-SITE SEWEP,/VVELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Permit Number SW Property owner(s) Mr. Son.q O. HonR Mailing address (1) 520 W. 24a, No. 3 ~ address (2) 'A~he~.AK Legal description (Lot, Block & Sub'd.) Lot 5, Block J Mann S/D Day phone 277.2720 Z ip (.;ode Legal description (Section, Township & Range) . Site Address: 16200 Golden View Drive Lot Size ~.*_. ?...~-;;~"~--~ AcresO Number of Bedrooms 4 THIS APPLICATION IS FOR: Sewer Only Sewer and Well Sewer Upgrade THIS PROPERTY CONTAINS: Hot Tub Swimming Pool Therapy Pool [] Well Only [] [] Water Storage [] [] Jacuzzi [] [] Water Softening Unit [] 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. (Signature of property owner or authorized agent) O__! q~ ~- Z;~,~'tx,,4,,~.,~._. Permit Fees: Date of Payment: Receipt Number: (Rev. 12/00) Date of Payment: Receipt Number: ~annone Engineering Services, I, LC Consultin§ Engineers (907) 272-8218 February 14, 2005 P.O. Box 102954 Anchorage, Alaska, 995 I0 (907~ 272-8218 Fax Municipality of Anchorage Development Services Department On-Site Water & Wastewater Program 4700 S. Bragaw Street P. O. Box 196650 Anchorage, Alaska 99519 Subject: Lot 5 Block 5 Mann S/D Well and Septic System Permit Request - Revised Ladies and Gentlemen: I am writing to request a permit to construct new well and septic system be issued for this property. The proposed systems will serve a proposed four-bedroom house. The lot is approximately 4S,000 square feet (1.03 acres) in size. The proposed well will be constructed in the southwest comer of the lot. 1. Soils. See the attached soils log. Ground water was monitored through the seasonal high period of 2004. Ground water was measured in the monitor at a depth of four feet below ground surface. Bedrock was not encountered in the test hole. It is my opinion that the overall soils appearance of the soils, an application rate of 5.0 gallons/day/square feet should be used using a class III advanced treatment system. Trench Design. a. Percolation Rate: b. Application Rate: c. Number of Bedrooms: d. Design Flow: e. Min. Absorption Area: f. Total depth: g. Effective Depth: h. Width: i. Reduction Factor: j. Minimum Length: k. Design Length: 1. Effective Absorption Area: m. Septic Tank Size: 5-15 Min Per Inch 5.0 gpdpsf 4 600 gallons per day 120 sf -2.0 feet (above ground level) 0.5 feet 10 feet 0.0 12 feet 20 feet 200 sf 1500 gallon Advantex W/AX20 Pod. Cont'd on page 2 C:\Work\Letters\5-5 Mann.00 l.doc Page 2 3. Surface Water: There is no surface water within 100 feet of the proposed system. A drainage ditch is located north and east of the proposed system between 118 and 145 feet away. The proposed systems will maintain at least 100 feet from all surface water and drainage ditches. 4. Topography: The average topography in the area of the proposed septic system is approximately one to two percent in the area of the SAS. 5. Future Upgrade Area: I am proposing that the primary field be installed at this time. A new 1500 gallon Advantex advance treatment system will be installed outside the 100-foot well radius. I have shown the proposed location on the site plan. The proposed installation will not affect the future development of the surrounding or existing lots. There are no wells or septic systems within 100 feet of the proposed well location or of the proposed septic location. If you have any questions or concerns, please contact me at 227-3522 or 272-8218. Sincerely, Civil Engineer ^ttachments: C:\WORK\LETTERS\5-5 MANN.001.DOC .E.M,..0: DESIGN DRAWING ,.~.o. .0: 020481,300019 WASTEWATER DISPOSAL SYSTEM LOT 5, BLOCK 5 MANN SUBDIVISION #2 I "x NO WELLS OR SEPTICS i b / I O0' WELL RADIUS -/ ~w/IN 200' OF SYSTEM / PROPOSED ~ 1 62nd AVE. EXlSmNC CULVERT W~LL LOCATIONyl ~ . ACROSS DRI~AY ' 15.0~/~ , ~ APPROX. J~ . ~ : /,~ InCATION nF/ ~ PROPOSED 1500 GAL ~ ~1~ ~OPOSED-'/ ~ ADVA~ TANK W/~20 ~ k ~ 198.~ 4-DR HOUSE ~ POD ~U~. PUMP VAULT 118.4 ~ // % / ' i W/IN 200' OF SYSTEM 104'~/~J i~~,~.1ol · ~100' NELL .~EXlSTNOWELL~ ~,~,., / NO WFLLS ~ , ~/ ....... ~ ~ ~lu.~ OR SEPTICS: ,o,~. ( ~s&~/~,2- ~H ~ ~ w/~, zOO' ,) ;~'.o,, ,.~,, ,. ~~/PROPOSED R[SER~ 20'h O,.S~E,I per~orm.d in accordant. :OPOSED PRl~~~~.'~g'~nJ ~ with AMC15,65. X 10' X 0.5' ED BEDJ ~ ~v x u.u :u ~:u-- ~ 2) Materials used shall be in . / / ~ ~ ~ -- accordance with those SEP~C AR~ ~ I specified in AMC15.65, / ~ Wostewoter Disposal. // ~ I ') Mointoin 10' ,eporotion ~;~;' to oll lot lines ond proposed k woter lines, L RADIUS x ~ i 4) Lots se~ed by o privote ~ I well. No wells within 100' of ~ 0 proposed system. ~EXISTING WELL I I I I : NO WEL~ OR SEPTIC J I OF PROPOSED SY~M / ...... / I ~ .~ PREPARED FOR: PANNONE ENG. SVC, LLC ~Steven R. Ponnone/~ Mr. Song D. Hang P.O. BOX 102954 [ Be~....~l,!Q ...~ 52O W. 24th ~3 A~SKA ANCHORAGE, 9951O e+~/~." ~ Anchorage. AK 99503 'e,~.;~+* 227-3522 P, 272-8218 Fox 277-2720 ~IL~ L~~ DATE: 1//18/05 SCALE: 1 "260' ,r,M,T ,0: DESIGN DRAWING DETAILS ,.,.D. .0: 020,8,13000,9 WASTEWATER DISPOSAL SYSTEM LOT 5, BLOCK 6 MANN SUBDIVISION #2 L ~ :'~ PREPARED FOR: PANNONE ENG. SVC, LLC ~.~Steven R. Ponnone~m ~ ¢~ .... /~ Mr. Song O. Hong P.O. BOX 102954 ~ ~.~'.,, ~,~ .,,-~ ~ 520 W. 24th ~5 ~.¢~ ...~... ~e ANCHORAGE, A~SKA 99510 e~ .~.~ ~ Anchoroge. AK 99503 · e~' ......... ~,~ 227-3522 P, 272-8218 Fox % ~ ~;~. 277-2720 ~ DATE: : SCALE: NZSI DESION PERMIT NO: SW04 DESIGN DETAILS WASTEWATER ABSORPTION SYSTEM LOT 5 Block 5 Mann S/D AX-20 FILTER WITH INSULATED LID. ROTATED 90 FOR CLARITY. INLET CLEAN-OUT .3" PVC PIP~ TO AMBIENT AiR IINSTALL 4" RIGID INSULATION OVER TANK & DRAINFIF'LD. EXT£ND R.I 2' BEYOND S~DE OF TANK. INSTALL R.I. AROUND AX-20 FILTER. P.I.D. NO: 15009 FIBERGLASS S.T.E.P. TANK ACCESS MANHOLE DESIGN CALCULATIONS Number of Bedrooms - 4 Total Bedrooms -4 Design flow - 150 gal/bt/day, Total flow - 600g/day TANK SIZE: 1500 gollon Advontex tonk SOIL ABSORPTION SIZE: Advantex Sewer System AX20 Pod - Class III System Perc Rate= 5-15 mln/inch Application Rate= 5 CPD/SF Size Required= 600 GPD/5 GPD/SF = 120 SF Use bed, 0.5' effective 15' Long by 10' Wide 20 LF x 10' x 0.5' = 200 SF Totol PREPARED FOR: Mr. Song D. Hong 520 W. 24th ~3 Anchoroge, AK 99503 277-2720 PANNONE ENG. SVC. P. O. BOX 102954 ANCHORAGE, ALASKA 99510 272-8218 PHONE & FAX DATE: 10-4-04 J NOT TO SCALE DESIGN PERFORMED FOR: LEGAL DESCRIPTION: TEST HOLE 2 OR CM BOH OrGy to Brown SAND Grid S;It¥ ORAVEL PANNONE ENGINEERING SERVICES .~-'%~ ..... '.'"~',~ ~ ~.-" A "-.~'~ P.O. BOX 102954 .,~,." ~ ",~ ^NC.GRACE. ^K 99510 ~.....~ "~ Z~ ........ .~....:~ (~o~) 2~2-s2~s . I~~ ............... ~..~ ~.~Steven R Ponnone~m · ~x cE -149 .,"~ LOT 5 BLOCK 6 MANN SUBD~SION SLOPE 162nd AVE. K~C, TEST HOLE ~ EXISTING WELL WAS GROUND WATER ENCOUNTERED? ~ IF YES, AT WHAT DEPTH? - ~' - DEPTH TO WATER AF'FER MONITORING? - 41~' -- DATE: 1-27-2005 SLOPE AKWWC, TEST HOLE INC. TH 2 PEROLATION RATE 4,7 (min/ir~ch3 PERC HOLE DIAMETER 6 ;nche,~ TEST RUN BE39NEEN 2,5 FT AND ~3,~) IrT COMMENTS: Test hole excavated by Dan Becks. Test Hole was presoaked before perc test. PERFORMED BY: Steven R. Pannon% P.E. ! CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST. PERFORMED FOR: LEGAL DESCRIPTION: TEST HOLE 1 OR CM BOH SOILS LOG - PERCOLATION TEST PANNONE ENGINEERING SERVICES P.O. BOX 102954 ANCHORAGE, AK 99510 (907) 272-8218 Mr. Song D. Hong DATE PERFORMED: 1/18/05'~' LOT 5 BLOCK 6 MANN SUBDNISION Orgon;¢s Croy Silty GRAVEL Grid SAND with SLOPE ~,KWWC, .~¢.1 TEST HOLE f EXISTING WELL WAS GROUND WATER ENCOUNTERED? Y (2005~ IF YES. AT WHAT DEPTH? - 6.25' DEPTH TO WATER AFl'ER MONITORING? - ~,'~' DATE: 1-27-2005 SLOPE AKWWC. TEST HOLE INC. TH 1 PEROLATION RATE 7.5 (m;n/inch~ PERC HOLE DIAMETER 6 inch~,~ TEST RUN BETWEEN 2,5 FT AND ,3.5 FT COMMENTS: Test hole excavated by Dan Beeks. Test Hole was presoaked before perc test. PERFORMED BY: Steven R. Pannone~ P,E. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST. 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 SEWEPJVVELL SUBMITTAL COMMENT SHEET To: .STEVE PANNONE Legal description: MANN S/D BLOCK 5 LOT 5 The attached paperwork has been reviewed and Is being returned for the following reasons: Original signature or stamp missing on Calculation error in design. Additional soils information needed. Water monitoring results inadequate. Discrepancy In information submitted. Topographic information missing or inadequate. Incomplete; missing Incomplete; missing Additional adequacy test information needed. Water sample unacceptable. Measured/proposed distances/dimensions missing. Locations of all soils, percolation and water monitoring tests not shown. Proposed system too deep for soils information submitted. Well log required. Omission in narrative. Insufficient fill over tank or field. [] Other. -THE SITE PLAN NEED TO SHOW MEASURED DISTANCES TO ALL WASTEWATER DISPOSAL SYSTEMS, WELLS, SURFACE WATER OR DRAINAGE COURSES, ROADS, PROPERTY LINES AND STRUCTURES WITHIN 200 FEET OF THE LOCATION OF ANY EXISTING OR PROPOSED ON-SITE WASTEWATER DISPOSAL SYSTEMS. -THE BOTTOM OF THE PROPOSED SEPTIC FIELD IS WITH IN 4 FEET OF THE SEASONAL HIGH GROUNDWATER. THE BOTTOM OF THE SEPTIC DESIGN NEEDS TO BE ELEVATED A MINIMUM OF 2 FEET ABOVE ORIGINA£ GRADE Name of reviewer:. JOE GOODALL Date: 2/712005 P/ease supply the necessary information and re-submit your request. 976660 Dav~ R~)ischka 7800 De Bart Road Anchora(3e, Alamka 99504 Expiration Dear ~r o Rebischkc~: A p.~r~,nit issu~d by this department for well and/or on-sit~ :.~er installation on Lot 5 Block 6 [~anns Subd~k~ion has exp£rad since l~ha issue datc~ ~xceeds In the even-k you still plan to ins~:all %he well and/or on-site sewer system, a ne~¢ permit is r~q%%ired. ~he original soil If the woll has been drilled, a well log should be sent this department to docu~ant the ins~tallation dato~ %f you have any questions regarding th~, abow~, mat%~r~ ploase ~o not hesitate to contact this offic:~ i~.~ediat~:Ly at 264- 4720° Sincerely, Robert C. Pratt~ Sanitarian ]{CP/ljh .... I Il :(::i;' 't :: t.::. t F:'i'.,tl:iiTl t t:':, :I t',li:i:hIS ;1: (;fi.,[ I Ti.ii::: I')l::i:F'lH I[11::; I'::i "l"[;i'.li:i'.,ll:::l.I ()i:.i: I:::;['T ];:;;!; 'i'HE I~:, I:;!il:;i:l:';ll..ti'.,li:;:, l:::ff.,li:::, TI-.ll; t::: r' TT :; I'"1 O1:: "1'1...11':: ..... ·: h:l.: I:~: ]; :ii; I'-,ll;;}l r~i;E'T t4:1; I;)'Tl.l il.ii}!; .... Di:ii:F'TI I I ;iii; 'l-l"l[!i; I"11 I'.,11 I',1f.11'"1 !:::ii'.,li;;:, 'i'[.il:!; [;::('i"i'T(;lt"l ELF:' TI.IF; I:i; TI:,;:f::NC! I ()!:;;: K:,i;;:FIi!ii'.!F' Di:;F;'l::l¢t'i'hll[:i;i'.,IT ~,.I;l'l..!. [!!:E; :i:i;I..ll[:i',.[fli[([[:7' MUNICIPALITY OF ANCHORAGE Departm~ ~ of Health and Environmental 1 ,tection SOILS LOG PERCOLATION TEST Performed for Legal Description 0.5 2 8 ~ . 10 ~ '12 16¸ 18 20 Dave Rebischke Date Performed 7/16-17/76 Lot 5, Block 6, Mann Subdivision Addition #2 (See back for test hole location) Organics qDar~ Dr~, ~an~-~m--Tt with organics (M~L~-- __Pe_r_c rat~ = 235__f~.2/~gl~KL~ Very moist, gray brown, silty sandy gravel (GM) with pebbles to 2 inches Perc rate = 225 ft.2/bdrm. Increase in silt content from -12 to -14 feet gravellyLML to very silty GM. Perc rate = 275 ft.2/bdrm. Static water at -14.0 feet Most probably perched run-off. Pebbles larger from -16 feet to --19 feet. Total Depth = -19 feet. AVERAGE PERC RATE FROM SOILS LOG = 247 ft.2/bdrm. Date 7/16/76. 7/~6/76 _ 7/17./76 Net Time Depth Net Drop -0- min. 7 in. '-0- in. 22 min. 16 in. 9 in. 34.5 in. 1,062 min. 27.5 in, Percolation Rate 43.0 minute s/inch = 280 ft.2/bdrm. I unicipality of AnchOrage Development Services Department Building Safety Division On-Site Water & Wastewater Program 4700 Elmore Road P.O. Box 196650 , Anchorage, AK 99519-6650 www.muni.org/onSite (907) 343-7904 0ERTIFICATE OF ON-SITE SYSTEMS /APPROVAL FOR A SINGLE FAI"llLY DWELLING Parcel I.D. 020-481 - 1.3 1. GENERAL INFORMATION Expiration Date: Complete legal description MANN S/D #2; BLOCK 6, LOT 5 Location (site address) 16200 GOLDEN VIEW DRIVE * ANCHORAGE, AK * 99516 Current Property owner(s) CONNIE CARTER Day phone 560-8051 Mailing address 16200 GOLDEN VIEW DRIVE * ANCHORAGE, AK * 99516 Lending agency Day phone Mailing address Real Estate Agent ' Maili~g~ddress Unless ot~etwi&¢ requested, COSA will be held by DSD £or pickup. DAR WALDEN W/ KELLER WILLIAMS Day phone 865-6406 101 W. BENSON BLVD, #505 * ANCHORAGE, AK * 9950.3 2.TM NUMBER OF BEDROOMS: 4 T~PE-OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual-Well · Individual On-site · Individual Water Storage [] Individual Holding tank [] Community Class Well E] community on-site [] Public Water System E~ 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 samples. (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 !NSPECT~ON BY ENG!NEER As certified by my seal affixed hereto and as of the validation date shown below, I vedfy that my investigation, based on procedures outlined in the Certificate of Qn-Site Systems Approval Guidelines for this application, shows that the on-site water supply and/or wastewater d~sD~,~a/, . ..v . ~syo~,~mv.~. is (are). ~ ~ ........... ~.fe, f~;nctional ~nd for the number of bedrooms and type of structure indicated herein. I furt,ffer verify t,~at based on the information obtained from the Municipality of Anchorage files and from m,y hwestigation and inspection, t.~e on-site water supply end/or wastewater disposal system is(are)in compliance with all appficable Municipal and State codes; ordinances, and regulations in effect at the time of installation. NameofFirm GARNESS ENGINEERING GROUP, Ltd. Phone 557-6179 Address 5701 E. TUDOR ROAD, SUITE 101 * .ANCHORAGE, AK 99507 Engineer's Printed Name JEFFREY A. GARNESS, P.E. Date Engineer's Comments: In conducting this evaluation, GEG, LtD. attempted to provide a thorough, conscientious engineering analysis of the system in accordance with ADEC and MOA DSD Guidelines & Regulations. The reported results described the performance 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 soils condition, groundwater levels that may fluctuate during the year, and the water usage of the family being served by the system. These conditions are outside the control of the evaluator of the system. Satisfactory test results do not guarantee future performance of the system, nor do they guarantee that there are no hidden defects or encroachments. GEG, LTD. can therefore not provide any warranty or future estimate of how long the system will continue to meet the operational requirements of the ADEC or MOA DSD. The content of this report is for the sole benefit of the owner listed above. Any reliance upon or use of this report by any othe~ person or party is not authorized, nor will it confer any legal right whatsoever. DSD SIGNATURE Approved for Disapproved. Conditional approval for bedrooms. bedrooms, with the following stipulations: Attachn-~ents: COSA Checklist Septic System Advisory Well Flow Advisory lmU ~t.e /-Ak,I¥1~UI }' (Rev. 11/05) Arsen.c Advisory Maintenance Agreements Supplemental Engineer's Report Other ,,~O~ Original Certificate Date: Municipality of Anchorage Development Services .Department Building Safety Division On-Site Water & Wastewater Program 4700 Bragaw 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: MANN S/D #2; BLOCK 6, LOT 5 Parcel ID: 020-481-1.3 A. WELL DATA *'BEDROCK 0 51' Well type PRIVATE If A, B, or C provide PWSID# N/A Well Log (Y/N) YES Date completed 5/19/2005 Sanitary seal (Y/N) YES Wires properly protected (Y/N) YES Total depth 186 ft. Cased to *57 .ft. Casing height (above ground) 24+ .in. FROM WELL LOG AT INSPECTION Date of test 5/19/2005 5/26/2011 Static water level 21 .ft. 23 ft. Well production 6 g.p.m. 5.87. g.p.m. WATER SAMPLE RESULTS: Coliformll colonies/100 mi. Nitra .IL. Collected by: (:;EG, Ltd. Arsenic~g./L. Date of sample: 5/26/2011 B. SEPTIC/HOLDING TANK DATA *INSIDE CRAWLSPACE. Tank Type/Material S.T.E.P./STEEL (ADVANTEX) Date installed 4/14-19/2005 Tank size. 1500 gal. Number of Compartments 2 Cleanouts (Y/N) YES ; Foundation cleanout (Y/N) *YES Depression over tank (Y/N) NO High water alarm (Y/N) N/A Date of pumping - Pumper. A+ HOME SERVICES C. ABSORPTION FIELD DATA [*BELOW EXISTING GRADE] Date installed 4/14-1.9/20o5 Soil rating ~r ft2/bdrm) 5.0 System type ADVANTEX/BED Length 20 ft. Width 10 .ft. Gravel below pipe 0.5 .ft. Total depth '3.0-3.,5ft. Eft. absorption area 200 ft2 Monitoring tube YES Depression over field NO Date of adequacy test 5/26/2011 Results (Pass/Fail) PASS For 4 bedrooms Fluid depth in absorption field before test 0 in. Water added 6.30 gal. New depth 0 in. Elapsed Time: - min. Final fluid depth 0 in. Absorption rate >-- 600+ g.p.d. Any rejuvenation treatment (past 12 mo.) (YIN & type) NONE KNOWN If yes, give date - *NOTE: DRAINFIELD was INSULATED PER 2005 INSPECTION REPORT. 24" SOIL COVER ACHIEVED. D. LIFT STATION Date installed 4/'14-1;9/'05 Size in gallons 500 "Pump on" level at TIMER in. "Pump off" level at TIMER in. Datum BOTTOM OF TANK Cycles tested * E. SEPARATI'ON DISTANCES "SEE ATTACHED A+ HOME SERVICES INSPECTION REPORT. Manhole/Access (Y/N) YES High water alarm level at 34 Meets alarm & circuit requirements? SEPARATION DISTANCES FROM WELL ON LOT TO: 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'+ YES in. On adjacent lots 100'+ On adjacent lots 100'+ Public sewer manhole/cleanout Holding tank N/'A Manure/animal excrete storage areas 100'+ 100'+ Building foundation Water main Wells on adjacent lots SEPARATION DISTANCES .FROM SEPTIC/HOLDING TANK ON LOT TO: 5'+ Property line 5'+ N/,A Water service line 10'+ 100'+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Absorption field 5'+ Surface water 100'+ Property line 10'+ Building foundation 10'+ Water service line 10'+ Surface water 100'+ Curtain drain NONE KNOWN Wells on adjacent lots. 100'+ COMMENTS Water main N/,A Driveway, parking/vehicle storage 1'+ G. ENGINEER'S CERTIFICATION I certify that I have determined through field inspections and review of Municipal reCOrds, that the above systems are in conformance with MOA COSA guidelines in effect on this date. Engineer's Printe. d Name JEFFREY A. GARNESS Date COSA Fee $ Date of Payment Receipt Number (Rev. 11/05) Waiver Fee $ Date of Payment Receipt Number N 00 03' W 149.47 x.. ~ 1 O' UTILITY & DRAINAGE EASEMENT "%% 37.4 o ~ / ~ O0 03' ~ 14~.47 3AIBO M3IA N30909 SGS Ref.# 1112103001 Client Name Gamess Engineering Group, Ltd Printed Date/Time 06/02/2011 16:40 Project Name/# Mann//2, B6, L5 Collected Date/Time 05/26/2011 10:30 Client Sample ID Mann #2, B6, L5 Received Date/Time 05/26/2011 11:30 Matrix Drinking Water Technical Director Stephen C. Erie PWSID 0 Saml~le Remarks: Allowable Prep Analysis Parameter Results LOQ Units Method Container ID Limits Date Date lnit Metals by ICP/MS Arsenic ND 5.00 ug/L EP200.8 C (<10) 05/26/1 I 05/31/11 NRB Waters Department Total Nitrate/Nitrite-N ND 0.100 mg/L SM20 4500NO3-F B (<10) 05/26/11 AYC Microbiology Laboratory E. Coil Negative ! 100mL SM20 9223B A 05/26/11 DSH Total Coliform Negative I 100mL SM20 9223B A 05/26/11 DSH 00/09/2010 06:59 8E86770 APLLL.~ PAGE 05 1:30 979 ~ nB ]l !Iii]limn un n nlln I ~n BIB [] un ~ n ill ! illl [ .[ Il I n ! [] [] mn~, ~~ Field MaMleaa~e Report AnchorageTank & Welding, In6 Annual Inspection 907-272-3543 Constance Carter Mike Blakeslee ,, 16200 Goldenview Drive, Anchorage AK 9951.6 (907) SSS..S555 ~x-~os~.s~ Isw°~°~I ~,~,70 t .~T~.., PeffOmt Field SampllRl~l/Obannratkm- Cheek Contrd Panel Mmum $ludgd.~am Inqmct/Cl~an AdvanTl~ FIBer S;llgneture dj Fax completed form to t-886-384.7404 Municipality of Anchorage Development Services Department Building Safety Division On-Site Water and Wastewater Program 4700 Bregaw Sb'eet P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onslte (907) 343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. 020-481-13 t. GENERAL INFORMATION ' Complete legal description Lo{ 5. Bk~x 6, Mann Subd'~sian No. 2 Loce'don (site address) 16200 G~den View Drive Anchorage, AK 99516 COSA# 0 70//5- Expiration Date: ~ - ~.-J~'"'- Current Property owner(s) so~g o. and Bong J. Hong Mailing address 16200GakJeflviewDflve Ancho~ge, AK99516 Day phone Lending agency Day phone. Mailing address Real Estate Agent Day phone. Mailing Address Unless otherwise requested, COSA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: Four (4) 3. TYPE OF WATER SUPPLY: Individual Well [] Individual Water Storage [] Community Class __ Well [] Public Water System [] TYPE OF WASTEWATER DISPOSAL: Individual On-site [] Individual Holding Tank [] Community On-site [] Public Sewer [] The Municipality of Anchorage Development Services Department (DSD) issues Certificates of On-Site Systems Approval (CO,SA) based only upon the mpmsentatioes 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 am valid for 90 days from the date of issue for properties sen,ed 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 eh'ors 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 shoYvn below, I vedfy that my investigation, based on procedures outlined in the Certificate of On-Site Systems Approval Guidelines for this epplication, shows that the on-site water supply and/or wastawater 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 fl~es 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 Anderson Engineering Address P.O. Box 240773 Anchorage. AK 99524 Engineer's Printed Name Michael E. Anderson. P.E. 5. DSD SIGNATURE / Approved for Disapproved. bedrooms. Conditional approval for Phone 522-7773 Date 6~r2007 __ bedrooms, with the following stipulations: By:. Attachments: COSA Checldist Septic System Advisory Well Flow Advisory Nitrate Advisory X Arsenic Advisory Maintenance Agreements Supplemental Engineer's Report Other Original Certifisate Date: /7/ -~- ~ 7 ANDERSON ENGINEERING P.O. BOX 240773 ANCHORAGE, AK 99524 522-7773 677-7766 (FAX) MEMORANDUM DATE: June 6, 2007 TO: Jeff Poet FROM: Mike Anderson, P.E. SUBJECT: Lot 5, Block 6, Mann Subdivision No. 2 Septic System As-BuiltJCOSA Final grading and landscaping of the absorption bed on the subject lot has been completed. In addition, the monitor tube has been replaced with the proper pipe material. All work is now in compliance with Municipal requirements and the final Certificate of On Site Systems Approval can be issued. Please let me know if you have further questions. Municipality of Anchorage Development Services Depa~ent Building Safety Division On-Site Water and Westewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 995196650 www.muni.org/onsite (9O7) 343-7904 R U S H CERTIFICATE OF ON-SITE SYSTEMS APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. o2o.4sl.13 ¶. GENERAL INFORMATION Complete legal description COSA# Expiration Date: '7 - ~ '~''- O 7 L~ 5, BIo~ 6, Mann Subdivisio~t No. 2 LocatJon (site address) 16200C-~denViewDdve Ancho~'age, AK99516 Current Property owner(s) s~g D. and ~-g J. Hong 16200 C _.c~,4.m,4ew Drive Anchorage, AK 99516 Mailing address Day phone2T/'2'/2° Lending agency Mailing address Real Estate Agent Mailing Addres~ Unless othen,/ise requested, COSA wgl be held by DSD for pickup. 2. NUMBER OF BEDROOMS: Four (4) 3. TYPE OF WATER SUPPLY: Individual Well Individual Water Storage Community Class Well Public Water System Day phone Day phone TYPE OF WASTEWATER DISPOSAL: Individual On-site Individual Holding Tank Community On-site Public Sewer The Munidpality of Anchorage Development Sewices 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 AJaska. Certificates of On-Site Systems Approval are required for the transfer of title (except between spouses) for pro~)erties served by a single-family on-site wastewater disposal and/or water supply system. DSD also issues COS,as upon request to homeowners. Certificates of On-Site Systems Approval ara valid for 90 days from the date of issue for properties served by a private o~ 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 sewed by Class A or B wells or a publi~ ~ater 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 certif'md by my seal affixed hereto and as of lhe 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 (am) safe, functional and adequate for the number of bedrooms and type of sa'ucture 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 effec~ at the time of installation. Name of Finn, Anderson Engineering Address P.O. Box 240773 Anchocage, AK 99524 Engineer's Printed Name, Michael E. Anderson, P.E. ]3~droom$. 6. DSD SIGNATURE ~ __ Approved for Disapproved. Phone 522-7773 Date. 4r~.s,-2007 Conditional approval for . L3/-- bedrooms, with the following stipulations: I # I Attachments: COSA Checklist Septic System Advisory . Well Flow Advisory Nitrate Advisory _ X Arsenic Advisory Maintenance Agreements Supplemental Engineer's Report Other. '~0-~/~ Original Certificate Date:_ Municipality of Anchorage Development Services Depa,;~ient Building 6~;e['f DMMon OmSlte Water & Wastewater program 4700 Bragaw Street P.O. Box lg6650 ww~.munLo~g/onslte (;o7) CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST A, WELL DATA Well type ~ Date c~mpleted To~d dep~ 186 ifA, B, otC provide PWSlD # Sallt~'y ~l (Y/N) Y Cased to s/ it. FROM W~ t LOG Parcel ID: 02o~a~-15 ~ ~ ~N) Y WIm~ properly protected ('fAC) Y Ca~inO helm (aJ~ov. g~u.d) ~ AT INSPECTION B. SEFTIC~OI.~N$ TANK OATA Tank TypeAaamrmJ ~ Tank ~ 1AO0 .,. gal. Foundaton deanout (Y~N) Y C. ABSORPTION RELD DATA Total depth *5 fi lt. · g.p.m. ,ff. g.p.m. Other baderia 0 colonieS100 mL COI~ by:. F. LiOaa Number of ~ T~ Oepre~k~n over tank (YA¢) N Pumper CklB~ (Y/N). Y HiOh ~A~ alarm (YAd) v ~1 rating (g.p.d.at~ of flJfodfl~n)80Iq:)P~-. Syltem lype aai~ed Bed W~dth ~o ft. Gravel below pipe .s Any rejuvenation treatment (pa~ 12 ~.) (Y/N & tYPe) Results (Pass/Fall) F~ bedrooms Water added ,.gat. Ney/de~ ,in. Absoq3~:)n rate >= If y~s, giw date g.p.d. D. UFT STATION Date installed 4~,U200e 'Pump m' lev~! at 2s in. Datum_am~m ~ T.,~ E. 6EPARAllON DISTANCES SEPARATION DISTANCES FROM WI=I I ON LOT TO: SePt~ lank/~ ~a~on on lot AJ~so~on ~ek~ on Io~ >1~ Public ~av/er main. N/A Sewer/m~3~c Meets rearm & ci~uit m(~kamam~ _ y On a~jacent Io~ >10o' Pubflc eewer manhoM/cleanout, Hc~d~ tamk. ~A SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building f~undation ~ Pn~en'y ~ ~' Wa~'main . N~A Wate¢ m~,ice line >~ Welb on adjacam k~ >~oo' SEPARATION DISTANCE FROM ABSORPTION FIF~ n ON LOT TO: Ab~'plJon I~cl :,~ Surface water >too' Building foundation _ >'m' PI~ ~ >t0' Wa~ Sef,~ce line F. COMMENTS: Water m~lJn, >10' Surface water >1oo' Wegs an adjacent lob _ >t oo' G. ENGINEER'S CERTIFICATION Date ~ Paymem_ Receipt Waiver Fee $ Date ~f Paymem Receipt NurrMr 49~h SGS Ref.# CUent Name project Name/# CUcnt Sample iD Matrix 107140'7001 Anderson Engineering Lot $ B6 Mann bio 2 Lot ~ B6 MannNo2 Drinkin,~ Water PWSID 0 All Dates/Times are Alaska Standard Time printed Date/Time 04/I S/2007 15'.26 Collected Date?rime 04/05/2007 14:30 Retch, ed Date3Time 04/05/2007 15:12 Technical Director Stephen C. Ede AIIow~lc INep Aru]ysis Units Mcdmd Container ID Limits Dats Date Init Silver ND 1.00 Thallium ND 1.00 Sulfam 25.2 0.100 Zinc ND 5.00 Total Dissolved Solids 189 I 0.0 Nickel ND 2,00 tlCO3 Alkalinity 150 10.0 CO3 Alkalinity ND 10.0 OII Alkalinity ND 10.0 Conductivity 315 1.00 pll 8.12 0.100 Alkalinity I$0 10.0 Total Coliform O ug/L EP200.8 C (<100) 04111/07 04112/07 TK ug/L EP200.8 C (<2) 04/I 1/07 04116/07 TK mg/L EPA 300.0 B (<250) 04109/07 04/09107 ]DS ug/L EP200.$ C (<5000) 04111/07 04112/07 TK mg/L SM20 2540C D (<500) 04/06/07 KP ug/L EP200.$ C (<100) 04111/07 04112/07 'I'K mg/L SM20 2320B D 04/10/0'/ KP mg/L SM20 2320B D 04/I 0/0'/ KP mg/L SM20 2320B D 04/10/07 KP umhos/cm SM202510B D 04/09107 ACF pll units EPA 150.1 D (6.5-8.5) 04/06/0./ ACF mg/L SM20 2320B D 04110/07 KP col/100mL SM209222B A (<11 04/05/0./ DPT SGS Rcf.# Client Name l'rojec! Name/# Client Sample ID Matrix 107140700 I Anderson £ng}nccdng Lots B6 Mann No 2 Lots B6 Mann No 2 DdnklnR ~v'atcr All Dateafrlme~ are Ahska Standard Time Printed DatdTIme 04/18/'2007 15:26 Collected Date/Time 04/05/2007 14=30 Received Dateffime 04/05/2007 15:12 Technical Director Stel~hen Co Ede PWSID 0 ~ Sam~lc Remarks: Allowable Pr~p Analysis Re~ul~ POL Uni~ M~ ~i~ ID L~iM ~m ~ Ini~ I {ardncss as CaC03 70.6 5.iX} mg/L SM20 2340B C 04111/07 04112/07 TK ~aters Depar t.m~nt:. Nitrate-lq ND 0.100 mg/L EPA 353.2 B 04/06/07 AZS Ni~tc-N ND 0.100 mg/L EPA 353.2 B 04/06/07 AZS Pr~.vatm Ind~.vidual ~al~nin Aluminum ND 20.0 ug/L EP200.8 C 04/I 1/07 04/12/07 TK Antimony ND 1.00 ug/L EP200.8 C (<6) 04/I 1/07 04/16/07 TK A~cnic ND $.00 ug/L EP200.8 C (<10) 04111/07 04/I 2/07 TK Barium 39.2 3.00 ug/L EP200.8 C (<20001 04/I 1/07 04/16/07 TK Cadmium ND 0.500 ug/L EP200.8 C (<5) 04/I 1/07 04/12/07 TK Calcium 18700 500 ug/L EP200.8 C 04/11/07 04/12/07 TK Chromium ND 1.00 ug/L EP200.8 C 1<100} 04/11/07 04/12/07 TK Copper 1.17 1.00 ug/L EP200.8 C (<1300} 04/11/07 04/12/07 TK lmn ND 250 ug/L EP200.8 C (<300} 04/I 1/07 04/12/07 TIC, Lead ND 0.200 ug/L EP200.8 C (<15} 04/11/07 04/12/07 TK Magncslum 5830 50.0 ug/L EP200.8 C 04/11/07 04/12/07 TK Manganese 34.3 1.00 ug/L EP200.8 C (<50} 04/I 1/07 04/12/07 TK Phosphorus ND 200 ug/L EP200.8 C 04/I 1/07 04/12/07 TK Chlorldc 3.15 0.100 mg/L EPA 300.0 B 1<250} 04/09/07 04/09/07 /DS Fluorldc 0.273 0.100 mg/L EPA300.0 B (<2} 04/09/07 04/09/07 /DS Potassium lqD 500 ug/L EP200.8 C 04/I 1/07 04/12/07 TK Sclcoium ND $.00 ug/L EP200.8 C (<$0} 04/11/07 04/12/07 TK Sodium 50100 500 ug/L EP200.8 C (<250000} 04/11/07 04/12/07 'I'K Silicon 4270 200 ug/L EP200.8 C 04/I 1/07 04/12/07 TK, N O0'03*O0"W 149.47' 10' UTIL ESUT. N O0'03'O0'W 149.47' 0 GOLDEN VIEW DRIVE © 03' ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT MEMORANDUM OF UNDERSTANDING BETWEEN MUNICIPALITTt"~OF ANCIIORAGE TillS MEMORANDUM OF UNDERSTANDING made and entered into as of this Z~ Dayof ,~P~.~t. of20oT,byandbctween~/~ 0~}..1~4~. herein the "OWNER," and thc Municipality of Anchomge, herein thc "MUNICIPALITY." In consideration ofthc mutual covenants contained herein, the parties to this Memorandum of Undcrstandlng agree as follows: I. ADVANCED WASTEWATER TREATMENT SYSTEMS. Municipality grants permission to Owner to utilize and opera, re an Advanced Wastcwatcr Treatment System (AWWTS), described as 'Y'"g~p~'/~l~lT' ~'~//~ located at ~..o'r' ~", ~ coctr... (, t~,~ ~Of$Oixlt~lbt~,Anchomge, Alaska' 2. Definitions. A. Alteration. Any change to the design or function of an AWWTS that Includes the installation or removal of any pans, 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, "AMC") 15.65. B. Certificate of On-Site Systems Approval. An approval by the Municipality ofexlstlng 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. blalntenance 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. 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 ofthis agreement, the conditions of Operating Permit, the requirements of the On-Site Wastewater System Const~'uction Permit and all relevant provisions of AMC 15.65 3. Fee. Owner shall pay to Municipality an annual fee of /~JO ,'J ~' ($ O .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 ofthe approval by the Municipality of installed system. 4. Term. The term of this Memorandum of Understanding shall be for the life of the AWWTS. The term begins on the date ofapproval by the Municipality ofthe 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 ofthis Memorandum of Understandlng, the Owner shall maintain AWWTS in good repair. In addition, it shall be the responsibility of the Owner during the term ofthis Memorandum of Understanding, and any extensions or renewals thereof, at the owner's sole expense, to pay for any and ail: (I) 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 thc renewal ofthe permit. The schedule of maintenance and repair contained in the Owner's AWWTS Operating Permit is: "~ 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. E. Owner agrees to grant the Municipality reasonable access to test and inspect the AWWTS upon 24 hours written notice. F. Owner agrees that any sale or transfer of title ofthe property will not occur without a new Certificate of On-Site Systems Approval. G. Owner agrees that the relevant provisions ofthe standard specification guidebook for AWWTS is the governing professional guidelines for the construction, maintenance and repair of the Owner's AWWTS. 7..Nonwalver. The failure ofeltber party at any time to enforce a provision ofthis Memorandum of Understandlng 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 attacbed 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: (~{~ ~ ~'L~ 0,0.~Oct' Anchorage: Pumhasing Officer C. Any attempt to amend, modify, or change this contract by either an unauthorized representative or unauthorized means shall be void. 9. Jurisdiction: Choice of I,aw. 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 ofthls Memorandum of Understanding decreed invalid by a court ofcompetent jurisdiction shall not invalidate the remaining provisions of the Memorandum of Understanding. OWNER: ~ By: Date: /-//Z ~'/t97 Title: Date: STATE OF ALASKA ) THIRD JUDICIAL DISTRICT ) MUNICIPALITY: The~fgregoin$ ~strument wfi.? acknowledged before 200(7, by (_i571. rL~t ( ~J,-t~t.t"~,/ · NOTARY PUBLIC FOP...~_I~K~ /, .~.~:~,~.....'~; % .--My Comm,ss,on exp,ms: °r./,.9.;-'/~l ~.~. _I.A~ :. ~ me this ~'~=~day o f ~-/I~ r-¢.~ ,