The URL can be used to link to this page

Home My WebLink AboutMANN BLK 2 LT 2AMann Block 2 Lot 2A #020 - 041-30 � M7MWffrr1ML-=- Community Development Department Page 1 of 3 On -Site Water & Wastewater Program 4700 Elmore St. - P.O. Box 196650 Anchorage, AK 99519-6650 - hftp:/A&ww.muni.org/0nsite - (907)343-7904 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP 141321 PID Number: 020-041-30 0 New El Upgrade Name: WILCO CONTRACTORS, LLC ABSORPTION FIELD Address: F1 Deep Trench Z Shallow Trench El Bed E3 Mound 500 W. 27TH AVE. *ANCHORAGE, AK 99503 0 Other Phone: No. of Bedrooms: Soil Rating: Total Depth from original grade: (907) 242-9863 4 4 GPD/Sq. Ft. 2.5 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade: Grovel depth beneath pipe: SEE DWG. Ft. 0.70 Ft. Subdivision: Block: Lot: Fill added above original grade: Grovel length: MANN 2 2A SEE DWG. Ft. 40 Ft. lownship: Honge: '.Section: Grovel width: Beds Number of lines: Distance between lines: SEPARATION DISTANCES 5 Ft. Ft. Total absorption area: ',Number of trenches: Dist. between trenches: To Septic Absorption Lift Holding Public/Private Tank Field Station Tank Sewer Lines 200 SO. Ft. 1� From I ft Well 100'+ 100,+ 100,+ — 25'+ TANK 0 Septic Z S.T.E.P. FlHolding 0 Other Manufacturer. Capacity: Surface Water 100'+ 100,+ 100,+ — GREER 1500 Gal. Number of compartments: Lot Line 5'+ 10'+ 5'+ — N/A Material: STEEL 2 Foundation 5'+ 10'+ 5'+ — LIFT STATION Curtain Drain NONE KNOWN Manufacturer: Capacity: GREER/QUANICS 1500 Gal. Remarks: QUANICS AEROCELE CAT 11 SYSTEM "Pump on' level at: 'Pump off' level at: High water alarm at: TIMER TIMER 46" Pump Make & Model: Electrical Inspections performed by: GOULDS PE51MI MOA PIPE MATERIAL House to tankD3034 Tank to D2665 droinfield Installer WILCO Drainfield D3034 CO/MT D3034 Inspector GEG, Ltd. BENCH MARK (Assumed elevation) Inspection Location and Descripfion: 92.78 Ft. Dates: 1st 10/8/2014 2nd 10/8/2014 3rd 10/8/2014 4th 10/9/2014 GARAGE SLAB ENGINEERS SEAL Community Development Department Approval Conditional approval: Date: 7 oh 4 T; .7* V ....... ... . . ............. . .......... y A. ness.. E 79 Approved: Qx6u lot Date: '91AI207 rofess1ot' -P' U1, Inspection Report -1-1-12.doe JRI O, Municipality of Anchorage Community Development Department Development Services Division P.O. Box 196650 - 4700 Elmore Road Anchorage, Alaska 99519-6650 Info and Help: (907) 343-8211 INSPECTION: Voice: (907) 343-8300 Fax (907) 249-7777 10/1/2015 Inspection Report License/AP#: E14-2295 Parent A P#: V-lq . 2%0 Inspection #: 379209 Type: RES Status: Issued Address: Parcel: Inspector: Mike Green Project: Resp Party: Descr: Child of Bldg App R14-2580EXEMPT INDEPENDENT REVIEWING PROFESSIONALS TRAVIS JULIUSSEN MIKE ANDERSON 2671 SF LIVING AREA 1365 SF UNFINISHED BASEMENT 982 SIT GARAGE GJS - Address: , , Inspection Item Item I)c.Ncr1p61'M f"valu"Ition ElecFin Final Electrical Approved Result Notes: Mark is emai I ing megger test report. dm:ick -till 40_27Ut) I Page I of I PERMIT NUMBER: PARCEL ID NUMBER: 0sP141321 RECORD DRAWING 020-041-30 mom- m MH1 15.17 22.55 63.61 C01 32.02 26.10 59.27 MT1 33.25 27.52 60.32 CO2 57.06 41.87 39.12 MT2 57.68 42.59 40.50 MI -12 38.20 26.76 50.17, MI -13139.50127.43148.78 ----F41.10128.24146. 51 CO3 E. 160TH AVE m 20 TELECOM, ELECTRIC & UTILITY EASEMENT 0 cy- 01\'�--15' TE'ECOM, ELECTRIC & UTILITY EASEMENT Lli "5 z .GRAVEL DRIVEWA'( w z DRI TH#1 co C NEW DRAINFIELD-1 CO2 �IT2 NEW 4 StDROOM H#2+ /HO SHARED ACCESS HEUS V H H2 DRIVEWAY PER PLAT NOTE 6 0 Tl MANN, BLOCK 2, LOT 2B ST1, Hl '-,NEW 1500 GALLON 100' WELL RADIUS a 70, S.T.E.P. TANK 10' TELECOM, UTILITY ESMNT IC OF . ...... ..... C, 4r AV GARNESS EN(I-311NEERINko-j" ('N'ROUP, Ltd./ 4 . .............. 0 CIVIL& ENVIRONMENTAL ENGINEERS o' as 3701 E. TUDOR ROAD, SUITE 101 --MCHORAGE, AK 99507 • PHONE (907) 337-6179 - FAX (907) 338-3246 - WEBSITE: w—.9omemaengin"ring=m.......... .................. 0 PREPARED 0 : Qz- a FOR: PHONE NUMBER: PAGE NUMBER: 0 A. AG ness tZi mr WILCO CONTRACTORS, LLC #-- N 1(907) 242-9863 2 OF 3 6) . C LEGAL DESCRIPTION: DRAWN BY: ��z Aw MANN; BLOCK 2, LOT 2A D.J.G. .....4 TYPE OF WORK: DATE: FE RECORD DRAWING 10/5/15 lam'% t� 'e (:T -2-c1211-1 11:2:7R FPOH: Dj U11 P.1/1 STATE OF ALASKA • RESOURCES VIV I b1VN UP IVI I IN I Ma, UAIIUOvr- '-A- WATER WELL LOG Drilling Started: U128 -/2DI4. Completed; JQJ30 -2DI4 City[Borough: Subdivision: BLOCK LOT Property Owner Name & Address: JamesGrimes Anchorage Mann 2 2A Meridian Township Range Section '/4 Of — '/4 Of '14 of '/4 BOREHOLE DATA(froM top of casing)Depth Drilling method: (X) Air rotary, Cable tool, Other_ Material: Type, Color & wetness I Prom 1 10- Well use: Public supply, (X) Domestic, Other stickup 0 2 Depth of hole: 266 ft, Casing stickup: 2 . .... ft ....... Casing type: St991 Thickness: .250 inches Casing diameter: 6 inches Casing depth: 42 ft overburden 2 6 Liner type: PVC Diameter: 4.5 inches Depth: 20'to 266' Static water (from top of casing): 30 ft on 10 / 30 /2014 Silty sand, wl rock 6 18 Pumping level & yield: feet after hours at gpm Recovery rate: 6.5 gpm, Method of testing. airlift wet sand & gravel 18 20 Development method: airlift Duration: 1 hour Well intake opening type: Open end, (x ) Open hole, Other .bedrock 20 266 Screened. Start-, ft, Stopped ft Screen type: Slot/mcsh size: Perforated, Start: ft, Stopped: Start: ft, Stopped: fl Note: .......................................... ......................................................... Grout type: bentonite volume Depth, from ground sur—face to 20 ft Pump intake depth: ft Pump size: hp, Brand name: Was well disinfected upon completion? (X) Ycs. No Method of disinfection:.C2lCiUm-Hyp.orN.orite.(CbJorjne) .. Driller comments/ disclaimers: ........................................ .................. . Oversize drilled to 42' and grouted Per muni code. ............ ..................... ............... grouted Per Water, fractures 180' and 240' far total of 6.5 gpm I-- ............................................. ... — ........................... ................... ............................................................................................................. Well driller name ..-.oh.nn.y.Kay ......................................................... .... nay ...... :r ING Company name:., .......................................... IQ. c0i 100171L CONOM Mailing address:...Ak.u!.a. Car' ......................... . �11.111. .. .... t-\ T111 MCIL Anchorage- State: AK Zip 99516 AreerAC PlionenUrnbcr:( 907 )_ 345 - 0593 fax -.345-4700 Z 26N S Drillers signature: Alaska state law requires that a copy of this well log be sent to the Department of Natural Resources within 45 days; faxes arc acceptable. - (AK statutes 38.05,020, 38.05.035. 41,08.020, 46.15.020 and AK regulations I I AAC 93.140), DNR/ Division of Mining, Land and Water, 550 W 7th Avenue, Suite 1020 Anchorage, Ar, 99.501- 3rJf2 Within the City of Anchorage, it is required that a copy of file well log be sent to the appropriate city office within 60 days and that another copy of the well log be sent to the well/property owner within 30 days. Permit Number: OSP,141321 Date Of Issue: Sem_/ 09-j2614 Parcel Identification Number., SEF -1-24-20155 12:05P -FRON: TO: 34559-47 P. 1 Development services Department Building safety Division on-site Water & Wastewater Program 4700 Elmore Road PA Box 196650 1jark Segith Anchorage, AK 99507 Mayor www, ni.ou/—or-Site (907) 343-7904 Pump Installation Log We Drilling Pernaft Number-.-SWJ>-0,1,4WA Date of hisue: 11 70/�- Purcel Identification Number,. Legal Description Property Owner Name Address-. t14 del Be' rump InstallationDate: 15 rurap Intake Depth R01MY Tap of Nvell Casing: )30 1 feet pump Manufacturer's Name- (,rt --14405 Pump Model: 10 Pump Shaw Xy hp Pitlm- Adapter Burial Depth. feet Pitiess Adapter Manufacturer's Name, hitless Adapter Installer. Pe4+7 Well Disinfected Upon Completion? �j Yes n No Method of Dtsinfaction: rimic�� 5 F,ump Installer Name: Vr-7 Attention- The pump in,;Wlcr shall pmvide a pump installation log to the DSDAitliin 30 days of pump installation. M Permit Number: Tax Code Number: Work Type: On-Site Water & Wastewater System Permit OSP141321 02004130000 WellSeptic MUNICIPALITY OF ANCHORAGE Development Services Department On-Site Water & Wastewater Program 4700 Elmore Road, PO Box 196650 Anchorage, AK 99519-6650 Telephone: (907) 343-7904 initial Permit Effective Dates: September 09, 2014 to September 09, 2015 Design Engineer: GARNESS ENGINEERING GROUP LTD Subdivision: MANN Site LegalAddress: MANN BLK 2 LT 2A G:3238 Owner/Address: GRIMES JAMES E & BELINDA D 3270 W SECLUDED MEADOWS LOOP WASILLA AK 996540000 epartment Site Mailing Address: Lot Size in Sq Ft: 41669 Total Bedrooms: 4 This permit is for the construction of: Y Disposal Field Y Septic Tank N Holding Tank N Privy Y Private Well N 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 (ISAACS0). 3. The wastewater code requires inspections during the installation. The engineer must notify the Development Services Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either: A. Open and Close on the same day. B. Covered, sealed, and heated to prevent freezing. .... ......... i i I ....... I Special Provisions: the AWWTS Ma~greement. AM~ ! MaintenanceAgreement with the Inspection Report. Received By: Issued By: ......._ ' Date: . Date: MUNICIPALITY OF ANCHORAGE Community Development Department Development Services On-Site Water & Wastewater Program Phone: 907-343-7904 Fax: 907- 343-7997 Mayor Dan Sullivan On-Site Sewer/VVell Permit Application For A Single Family Dwelling Pamel I.D. 020-041-30 Property owner(s) BELINDA GRIMES Day phone 54-5-2326 Mailing address 3270 W. SECLUDED MEADOWS LOOP *WASILLA, AK 99654- Site address NHN GOLDENVIEW DRIVE *ANCHORAGE, AK 99516 Legal description (Sub'd, Block & Lot) MANN; BLOCK 2, LOT 2A Legal description (Township, Section & Range) Lot Size Sq. Ft. Number of Bedrooms ~/ APPLICATION IS FOR: ( [~.11 that apply) Absorption Field [] Septic Tank [] Holding Tank [] Privy [] Private Well [] Water Storage [] APPLICATION IS AN: TYPE OF DEWELLING: Initial [] Single Family(SF) [] Upgrade [] (wtwo ADU) Rene~v~l _ [] Duplex (D) [] 01~WL['1, ,SM~TTA! Multiple(SF and/orDWellingsD) [] THIS APPLICATION INCLUDES A VARIAN~ N/A Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal codes. GARNESS ENGINEERING GROUP, Ltd. (Signature of property owner or authorized agent) Permit/Rush Fees: Date of Payment: Receipt Number: Permit No. Waiver Fees: Date of Payment: Receipt Number: Waiver No. (Rev. 01/11) GARNESS ENGINEERING GROUP, Ltd CIVIL & ENVIRONMENTAL ENGINEERS July 25, 2014 Municipality of Anchorage Development Service Department On-Site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99507 Ref: Proposed Initial Septic System for Mann; Block 2, Lot 2A To whom it may concern: The property is currently vacant and the owner is proposing to build a 4 bedroom houseand have it be served by a private well and septic system. We are proposing to install a Quanics Aerocell treatment system (CAT II), a 1500 gallon S.T.E.P. Tank with Quanics controls, and a 5 wide trench type drainfield. Two testholes were excavated on the property. The drainfield is designed around the 30 foot radii of these testholes. Comments regarding the design are summarized as follows: 1. SOILS: See the attached 2007 soil logs which show the soil classifications, groundwater monitoring, and the percolation test results. 2. DRAINFIELD DESIGN: See attached design drawing for drainfield specifications. 3. SURFACE WATERS: There are no surface water concerns. 4. TOPOGRAPHY: As can be seen on the attached topography drawing, the average topography around the proposed drainfield is 0-5% running east to west. We are unaware of any adverse impacts this installation would have on adjacent wells or septic systems. If you have any questions, please contact us at 337-6179. Thank sistance. Y°U f°r y~ur 7/~ 3701 East Tudor Road, Suite 101 ' Anchorage, Alaska 99507-1259 Phone: (907) 337-6179 * Fax: (907) 338-3246 * Website: www. garnesseagineering.com GARNESS ENGINEERING GROUP, Ltd CIVIL & ENVIRONMENTAL ENGINEERS June 19, 2014 Memorandum of Record Reference: Mann s/d B2, L2A Today, June 19, 2014; I completed a site visit to the referenced property per the request of Wilco Contractors. It was observed that the test holes appear to have been backfilled and are over grown, meaning that the GEG test hole monitoring tubes could not be located. It should be noted that the property appeared to be dry, and no standing water or wet areas were observed within 150' of the proposed septic locations identified in the 2008 subdivision process. It should also be noted that that a current design must be subm/tted to the Municipality of Anchorage, and a permit obtained before a septic system can be installed. Rob Campbell Engifieering Consultant 3701 E. Tudor Road, Suite 101 * Anchorage, AK 99507 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: gamessengineering.com II II /"~ II II I I BOLDENVIEW II I I I MIDDLE SCHOOL I I I I BARNES LOT 2 I T11N, RSW, SEC2, SE4, SW4, NW4, NW4 \ II I I I ~--~ ~,SEPTIC SYSTEM I ~ ..... IVl I II II II II X BLOCK 5, LOT 5 ~ i' ~~~3.~~ I ~ PROPOSED ~ % / / I ~; ,~~ ~ ~ I MANN SUBDIVISION, BLOCK S, LOT 6 I I , mN SUBOImSION, I__ I BLOCK 2, LOT 4 / I 9ARNESS ,ENGINEERING GROUP, Ltd c,v.~ ~ ~.~,.o..~.~ ~.~,.~.~ ~'"'"": BELINDA GEl. ES (907)345-2526 ~ Or 2 LEGAL DESCRIPTION: D~WN er: MANN; BLOCK 2, LOT 2A PNB ~SITE P~N 7/18/14 r I I I GEG, Ltd. HAS A 8 PACE SPECIFICATION NOTE: THE CONTRACTOR DESIGN CRITERIA: LETTER THAT PERTAINS TO THIS DESIGN. NUMBER OF BEDROOMS; 4 TO OBTAIN A COPY OF THE LETTER SHALL HAVE THE NORTH & GALLONS PER DAY (GPO): 600 CONTACT GEG. BY PROCEEDING FORWARD FAST LOT LINES, AND ALL PERCOLATION RATE/S: <1 MIN./INCH WITH THIS INSTALLATION, THE ENGINEER, WELL RADII FLAGGED BY A PROPOSED APPLICATION RATE: 4.0 (CAT I1'~ WELL DRILLER, CONTRACTOR AND REGISTERED LAND SURVEYOR MINIMUM DRNNFIELD SQ.FT.: 150 FEET~ PROPERTY OWNER AGREE THAT THEY HAVE READ THESE SPECIFICATIONS AND I PRIOR TO CONSTRUCTION. DRAINFIELD DESIGN: AGREE TO ACCEPT THE TERMS AND CONDITIONS OUTLINED. W,OT,: 'X'MUM DEPTH OFpE , £XCAVATION: LENGTH: 40 FEEl' BARNES LOT 2 M.O.A. APPROVED SAND FILTER: 2 FEET EFFECTIVE: 0,5 REDUCTION FACTOR: N/A ACTUAL SQ.FT.: 200 -- ~ ~ ~ 20' TELECOM, ELECTRIC & UTILITY ~ 0-5:~ 0-5~ ~SEMENT \ ~' \ BEDROOM HOUSE TH~2 / / \ x / \ sn -J x/ 'x::~ ...... 1~ ~~"~,~-~ ~PROPOSED DRAINFIELD - '~~ ~:~.'\ /'-~ ~ "' """ NESS ENGINEERING GROUP, Ltd ~/~ CIVIL & ENVIRONMENTAL ENGINEERS ~ .......... ~ ~ ~'"' ~ PREPARED FOR: [PHONE NUMBER, PACE NUMBER: BELINDA GEIMES (907)345-2526 2 OF 5 MANN; BLOCK 2, LOT 2A PNB ~E OF WORK: DATE2__1//8/1 4 % INITIAL SEPTIC SYSTEM DESIGN GARNESS ENGINEERING GROUP, Ltd ~'."_L SOIL LOG - PERCOLATION TEST ~'~ LEGAL DESCRIPTION: MANN, Bk0CK 2, kOT 2 )~ ".d~'~fg~y PERFORMED FOR BELINDA ¢RIM~ DATE' 8/29/2007 ~ ~. ~. ~ · ~ '. ~,~ ~,'.x~.~ SOIL C~SSIFICATIONS ~,~%%'~' INCR~S NO ~ SW ~ T MN J ~ x .... = ~,k:<~.;; SILT CO~E~ ~ em ~ c~ , K .X;~ 6 ~;~5~;; ~ SEEPS ~ 6' I~ SC · O0 WELL RADIUS ~]~ .~....~,, I ~ / , ,.k~ .~,.%:~>. ~.,~¢~ 8.25' 9 / 10 / 2007 '~~'~-~ ~ ~,~S 6.96' 10/15/200; SC~: 11- ¢~[~ DATE READING CLOCK NET TIME WATER LEVEL NET DROP TIME / I~ * - (MINd'ESe READING ,12 -- 8/31/2007 1 2{15 - 6- _ 2 2:17 2 0 6" 1~ 5 2:18 - 6- _ 4 2:21 ~ 0 6" 14 ~ 5 2:22 - 6- _ 6 2:25 ~ 0 6" 15-- 16~' 17-- 18-- 19~ PERCOLATION RATE <1 (HIN./INCH) PERC. HOLE DIA. 6 (INCHES) ~ I ~-~T ~u~ ~TW~EN ~ FT. AND ~.~ FT. 20 A FOUR HOUR PRESO~ WAS PERFORHED: ~ YES ~ NO SOILS LOGGED BY: SUSAN OSWALT PERCOLATION TEST PERFORHED BY: PIERCE BLEW~ COHHENTS: PERFORMED BY GEG, Ltd. I, JEFFR~ A. GARNESS, CERTI~ THAT THIS WAS ~ERFpRMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: DEPTH TO GROUNDWATER DATE 9' 8/29/2007 8.25' 9/10/2007 6.96' 10/15/200; OARN'ESS ENGINEERIN~ ~ROuP, Ltd. ISOIL LOG - PERCOLATION TESTI LEGAL DESCRIPTION: MANN, BLOCK 2, LOT 2 PERFORMED FOR: BEUNDA GRIMES DATE: 8/29/2007 ORGANICS ITEST HOLE #21 12' ?3-- SOILS LOGGED CONNENTS: GW INCREASING SILT CONTENT W/ DEPTH -- SEEPS SOIL CLASSIFICATIONS_ ORG HL CL OL NH CH OH SC DEPTH TO GROUNDWATER DATE 8' 8/29/2007 8.67' 9/10/2007 7.42' 10/15/2007 lO0' WELL RADIUS SCALE: DATE !READING/ CLOCK NETTIHE WATERLEVEL NETDROP T-~t'E (MlfCJTES) F-zEFa, D1 NG (TNCHE~ 8/31/2007 1 5:tO - 6" 2 3:12 2 0 6" 3 3:13 6- 4 3:15 2 0 6" 5 3:16 - 6" 6 5:18 2 0 6" PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA.._ (INCHES TEST RUN BETWEEN 3 FT. AND 3.5 FT. A FOUR HOUR PRESOAK WAS PERFORMED: E[]YES I NO SUSAN OSWALT PERCOLATION TEST PERFORMED BY: PIERCE BLEWETT PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: STANDARD TANK CONFIGURATION 1500 DIAMETER 55" TOTALLENGTH SHELL 145" GOMPARTMENTA 97" COMPARTMENTB 45" INLETINVERT 51" HIGH WATER ALARM DVERRIDE FLOAT JAN DY VALVE FLOAT (OPTIONAL) 3N/OFF FLOAT *'24"(3~ 118"(30') NOTE: A 1500 GALLON $.T E.p TANK IS TO BE USED FORA$OR4 BEDROOM SYSTEM NOTE: FLOAT LEVELS AR5 FROM BOSOM OF PUMP. (f~ IS FROM BO~OM OF TANK. *J,~ DY VALVE FLOAT I$ INSTALLED ONLY ON C&T, Ill IN STAL L~TION$. **ON/OFF FLOAT ADJUSTED FOR CAT." OR CAT. Ill APPLICATION. QUANICS AEROCELL CAT. II OR CAT. III QUANICS AEROCELL SYSTEM CATEGORY II OR CATEGORY III CONFIGURATION (3 TO 4 BEDROOM SYSTEMS) PANEL WITH SENSAPHONE REMOTE MONITORING SYSTEM AND OPTIONAL JANDY VALVE ACTUATOR SWITCH (NO LOW LEVEL ALARM TERMINALS) . -QUANICS AEROCELL 650 TREATMENT MODULE WITH INTERNAL DIVIDER WALL AND CLEANOUTS - 4" VISUAL PORT ELECTRICAL WIRE/S (SUPPLIED BY CONTRACTOR) - 4" CLEANOUT 2" UL UL L~'STED SPLICE BOX WITH 5 CORD CONNECTORS-- BY 41 WIDE RIGID INSULATION CENTERED OVER PIPES INSULATION CENTERED OVER PIPE 24" RISER. TOP 4 FEET INSULATED WITH 2 INCHES L PVC CONDUIT FOR ELECTRICAL CONNECTIONS ( 2" OF INSULATION OVER TANK IS RECOMMENDED ON All INSTALLATION REGARDLESS 1500 GALLON S.T.E.P, TANK SUPPLIED BY GREER TANK 10 GAUGE. RATED FOR 10' BURIAL BAFFLE (SEALED) -WELDED /I AROUND ENTIRE PERIMETER'~ 2" DISCHARGE LINE 1.25" SUPPLY LINE 2" RECIRCULATION LINE H WATER FLOAT )VERRIDE FLOAT JANDY VALVE FLOAT ( REQUIRED FOR CAT. Ill APPLICATION ONLY) (ON/OFF) GOULDS PE51M FROM ALASKA PUMP OR EQUIVALENT (SUPPLIED BY GARNESS ENG.) PUMP PLATFORM t TO DRAINFIELD .~ DRAINFIEI:D. SEE APPROVED ~ OPTIONAL - ONLY REQUIRED~ FOR CAT. I SYSTEMS J NOTE: ALL PIPE IS TO BE SCHEDULE 40 PVC UNLESS NOTED OTHERWISE. NOTE: ALL PIPING FROM S.T.E.P TANK TO AEROCELL MODULE SHALL BE PLACED ON SUITABLE BEDDING MATERIAL THAT IS MECHANICALLY COMPACTED. ALL LINES SHALL BE GRADED SO THAT THEY WILL DRAIN AFTER EACH PUMP CYCLE AND WILL NOT RETAIN ANY STAN DIN G WATER. V ____m, 5 MuniNOV 0 S, 2015 d affty of Ancho e IP r r On -Site Water and Wastewater Progrit T., (907)343-7904 Certificate of On -Site Systems Approval Parcel I.D. 020-041-30 Expiration Date: x6 1/2 01 -7 1. GENERAL INFORMATION Complete legal description MANN; BLOCK 2, LOT 2A Location (site address) NHN GOLDENVIEW DRIVE *ANCHORAGE, AK 99516 Current Property owner(s) WILCO CONTRACTORS, LLC Day phone 242-9863 Mailing address 500 W. 27TH AVENUE 'ANCHORAGE, AK 99503 Real Estate Agent Day phone 2. TYPE OF DWELLING: FX] Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 4 Individual Well FRI Individual Water Storage El Community Class _ Well El Public Water System El WaiverNariance request for: N/A TYPE OF WASTEWATER DISPOSAL: Individual F-91 Holding Tank D Community D Public Sewer 1-1 Received by: Date: COSA to be released to the engineer, unless otherwise requested by the engineer. COSA Fee $._ (0 q Waiver Fee $ Date of Payment Date of Payment Receipt Number (A Receipt Number COSA # Waiver # istance:-N/A l As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based on procedures outlined in the Certificate of On -Site Systems Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. Name 'of Firm Garness En_ ineering Group Ltd. (GEG) Address 3701 E. Tudor Road, Suite 101 Anchorage AK 99507-1259 Engineer's Printed Name Jeffrey A. Garness in conducting this evaluation, GEG orovided an engineering evaluation of the well andlor septic system in accordance with the guidelines and regulations established by the Municipality of Anchorage and industry oractices. The reported results describe the condition of the systemis on the datels of the evaluation. Separation distances were measured to readily identifiable features. Hidden defects or encroachments may exist that were not identified during the evaluation. The operational life of all wells and seotic systems depend on a variety of variables including, but not limited to, soil conditions, groundwater levels (that may fluctuate during the year), quality of construction (materials and workmanship), and the water usage of the family utilizing the systemis. These conditions can vary, and are outside the control of GEG. Satisfactory test results do not guarantee future performance of the systemis; therefore, GEC makes no warranty (exoress or imolied) regarding the future performance of the well or septic system. GEG makes no reoresentation whether an alternative well or septic system can be installed on the orooerty in the event either of the current systems fail. The content of this report is for the sole benefit of the personloarty who retained GEG. Reliance upon the information provided in this report by any other person or party, including but not limited to subsequent oroperty purchasers, is not authorized. In short, GEG disavows any legal duty to anyone other than the oersonlparty who oaid for this report. 6. DSD IGNATURE System #1 Approved for bedrooms 0 System #2 Approved for bedrooms Disapproved Phone _(907) 337-6179 Date _t� Conditional approval for bedrooms, with the following stipulations: Original Certificate M The Municipality of Anchorage Development Services Division (DSD) issues Certificates of On -Site Systems Approval (COSA) based only upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 7. ATTACHMENTS: COSA Checklist Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other COSA blue sheet 9-1-12.doc Legal : MANN; BLOCK 2, LOT 2A A. WELL DATA Well type -PRIVATE _ |fA.B.orCprovide PVV8|D# N/A Date completed Sanitary seat (Y/N) YES Total depth ±6i -ft. Cased to 43 ft. FROM WELL LOG Date of test 10/30/14 Static water level 30 _ft. Well productionWATER SAMPLE RESULTS: 6.5 mm If more than I septic system is on the lot: CO8AChecklist # of Structure served bvthis system___ Parcel ID: 020-041 -30 Well Log (Y/N)_____ Wires properly protected (Y/N) Casing height (above ground) AT INSPECTION NEW WELL - YES YES Coliform O colonies/1 00 ml. Nitrate ND mg./L. Collected by: HEFTY DRILLING Arsenic: _YN}-_ug}L. Date ofsample: B. SEPT|C/HOLD|NGTANK DATA T8nkTvpa/M8tehel STEP/STEEL Date installed 10/8-9/14 Tank size _l50<�-gal. Number ofCompartments 2 C|eanoutS(Y/N) YES Foundation cleanout (Y7N) YES Depression over tank (Y/N) NO High water alarm /Y/N\ YES Date ofpumping NEYV Pumper - C. ABSORPTION FIELD DATA I*BELOW FINAL GRADE I Date installed Soil rating (g.p.dj*+\` 4 System type SHALLOW TRENCH Length 40 ft. Width 5 ft. Gravel below pipe 0'70 ft. Total depth -4.}2±_ft. Eff.absorption area 200 ftz Monitoring tube YES Depression over field NO Date 0fadequacy test NEW ReSu|to(PaSs/F8i|) PASS For 4 bedrooms Fluid depth in absorption h8id before test _��_ in. Water added _- _g8|. New depth - in. _in. Elapsed Time: _��_ min. Final fluid depth_ -_ in. AhaOrpt}on rate >= g.p.d. Any rejuvenationtreatment (past 12nn0.)(Y/N&type) NONE |fyes, give date ___�-____ *PER MOA ELECTRICAL INSPECTION D. LIFT STATION REPORT; SEE ATTACHED ItIr (55,_G Date installed 1 OZ8-9/20 14 Size in gallons 1500 Manhole/Access (Y/N) YES "Pump on" level at TIMER in. 'Pump off- level at TIMER in. High water alarm level at 46 in. Datum BOTTOM OF TANK Cycles tested NEW Meets alarm & circuit requirements? _*YES E. SEPARATION DISTANCES 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'+ On adjacent lots 100'+ Public sewer manhole/cleanout 100'+ 75' Animal containment areas 50'+ Manure/animal excrete storage areas 100'+ SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Water main 5'+ — Property line 5'+ — Absorption field 5' 10'+ Water service line 10'+ - Surface water � - 100'+ Wells on adjacent lots 100'+ Property line 10'+ Building foundation 10,+ Water main 10,+ — Water service line 10,+ Surface water 100'+ —Driveway, parking/vehicle storage 10'+ Curtain drain NONE KNOWN Wells on adjacent lots 100'+ / certify that / have determined through field inspections and review of Municipal records that the above systems are in conformance with MOA COSA guidelines in effect on this date. Engineer's Printed Name JEFFREY A. GARNESS Date i A (Rev. 11/05) off= 0 F ?u J f e A Gar ess.-' 0 9. E-7953 4 f e sslo�.01\�� r Cc • L ,7 --------- ;Z7 M==A, ELECT -RIC F., 'LMu7ll SMIteW WT 2A LOT f 4.01 SEPTIC _,P Quo 2 STORY A 25.01 ACCESS RESIDENCE M., i ORRIEWN PER PLAT 11-4.3ir 6 44.0' 11 DESIGNATED ST-T-111IR h1p; 7 2 0' ASPHAj DAYE-EWIVAY 20 T S' '4 14 DRQNAG T-� SEFMC PIPES DECK J =7 2: 4ASEMEN IV, 2� win tam st T P LkN, AZ- SCALE 1 50 13RIND SW 3235 ---"-`--« ---------- -- Kqed No. , 14-124/Al 0 11500 DafTl Avenue, Anchvmaga� Mask 2 S-5 f_5 - La rl n c SO* . g 47C 7) 522-S, 4 rnf-�ore fRegfister&Q-1 Lain-vd-1 Sunwayors (100 sl;74525 fox lot -11�zvl' 'AY WK shz-' ffve ryvng' d pmpa�&"; 07 act a. surazo:iv;l'saalf Cos 3 41, 7L! -"OF' FS -6 6 6T -j- --Z-4 Me arnperty lyung'j, at4vcznf ff-'are Oro �he surveyed", r-a-adt".cys, tronsm, !Svorz Mne"'. or other V!s!b1c- =10 cn awns propely exapt as ldiodal hervan� of As Dq,- cf Alucskc h 5 20- 2 I # , A BE 11 1, V N BVIMA151019guy AND Et&£,� U THIS MAINTENANCE AND REPAIR AGREEMENT made and entered into as of this Day of CX.r of 20 by and between herein the "OWNER," and the Municipality J Anchorage, herein the "MUNICIPALITY." In consideration of the mutual covenants contained herein, the parties to this Maintenance and Repair Agreement agree as follows: 1. Advanced Wastewater Treatment Systems. Municipality grants permission to Owner to utilize and operate an Advanced Wastewater Treatment System (AWWTS), described as located at (legal description). 2. Definitions. Alteration. Any change to the design or function of an AWWTS that includes the installation or removal of any parts, components or pieces not included in the original construction permit and design. Certificate of On -Site Systems Approval (COSA). An approval by the Municipality of existing water and wastewater disposal systems given at the time of p) operty sale and title transfer in accordance with Anchorage Municipal Code (hereinafter, "AMC'") 15.65. These approvals certify that the systems are adequate for the homes that they support and meet the codes that were in place at the time of system construction. Ramage.. I,ny man-made or natural change in a system that would inhibit the system from performing as designed. Maintenance and Repair. The scheduled and as needed replacement of existing parts, components and pieces of an AWWTS that were included in the original design which would allow the AWWTS to continue to perform as designed. Permit. An On -Site Wastewater Disposal Permit as required by AMC 15.65 to construct and operate an AWWTS. 3. 'Perm. The term of this Maintenance and Repair Agreement shall begin on the date of approval by the Municipality to operate the installed system or issuance of a COSA, and shall continue while the AWWTS is in use or is operational or until the property is sold or title is transferred by the owner and a new COSA is issued to the new owner or transferee of the property. 4. Alterations, Installation and Removal of Additional Equipment. Prior to performing any alterations to an AWWTS, the owner agrees to obtain an On-site Wastewater Disposal Permit from the Municipality in accordance with AMC 15.65. 5. Maintenance and Repairs. A. Throughout the term of this Maintenance and Repair Agreement, the Owner shall maintain their AWWTS in a satisfactory condition capable of producing treated septic effluent in accordance with the equipment's approval for operation in the Municipality. The owner shall enter into a service agreement with an AWWTS service and maintenance provider approved by the municipality and the manufacturer of the AWWTS for the entire term of the AWWTS. In addition, it shall be the responsibility of the Owner during the term of this Maintenance and Repair Agreement, and any renewals thereof, at the owner's sole expense, to pay for any and all: (1) repair(s), (2) maintenance, (3) adjustment(s), (4) replacement costs, and (5) inspection costs. B. Owner agrees to comply with all applicable ordinance, laws, regulations, rules and orders for the AWWTS. C. Upon request by the Municipality, the owner agrees to provide the Municipality a written schedule of routine maintenance and repairs which have been performed on the system. When a record of maintenance is documented and maintained by the system vendor, the owner agrees to allow the Municipality access to this information. D. Owner acknowledges that the fine for failing to maintain and repair an AWWTS may be assessed in accordance with AMC 14.60 for improper discharge. E. Owner agrees that only maintenance and repair personnel approved by the Municipality will inspect and make any necessary maintenance, repairs or permitted alterations to the system. F. Owner agrees to grant the Municipality reasonable access to test and inspect the AWWTS upon 24 hours written notice. G. Owner agrees that any sale or transfer of title of the property will not occur without a new Certificate of On -Site Systems Approval. H. Owner agrees that the AWWTS installation and maintenance requirements as provided by the AWWTS vendor/installer and approved by the Municipality are the governing guidelines for the construction, maintenance and repair of the Owner's AWWTS. I. Owner agrees to provide and maintain a telephone connection to the AWWTS as required by the AWWTS approval. b. Nonwaiver. The failure of either party at any time to enforce a provision of this Maintenance and Repair Agreement shall in no way constitute a waiver of the provisions, nor in any way affect the validity of the Maintenance and Repair Agreement or any part hereof, or the right of such party thereafter to enforce each and every provision hereof. 7. Amendment. A. This Maintenance and Repair Agreement shall only be amended, modified or changed by a wri wag, executed by authorized representatives of the parties, with the same formality that this Maintenance and Repair Agreement was executed with, and such writing shall be attached to this Maintenance and Repair Agreement as an amendment. B. For the purposes of any amendment modification or change to the terms and conditions of this agreement, the only authorized representatives of the parties are: a. Owner: 1 P IA ,A b. Municipality: Director, Community Development or designated authority C. Any attempt to amend, modify, or change this contract by either an unauthorized representative or unauthorized means shall be void. 8. Jurisdiction: Choice of Law. Any civil action arising from this Maintenance and Repair Agreeme:.,-. shall be brought in the Superior Court for the Third Judicial District of the State of Alaska at Anchorage. The laws of the State of Alaska shall govern the rights and obligations of the parties under this Maintenance and Repair Agreement. 9. Severabilitv. Any provisions of this Maintenance and Repair Agreement decreed invalid by a court of competent jurisdiction shall not invalidate the remaining provisions of the Maintenance and Repair Agreement. (signature) ,print name) STATE OF ALASKA ) ss. THIRD JUDICIAL DISTRICT Date: )0-5* MUNICIPALITY: By: 7U Qkt)�, CAMU4_(signature) Date: i4loecc- V*Y*0t,\ (print name) Title: The foregoing instrument was acknowledged before me this day of Cc koV-X� 4�1 0 NOTARY 'P0I3tICFOR ALASKA My Commission expires: L,� U em •P,\ -� 11111OF f- 0A\ MUNICIPALITY: By: 7U Qkt)�, CAMU4_(signature) Date: i4loecc- V*Y*0t,\ (print name) Title: