The URL can be used to link to this page

Home My WebLink AboutSOUTH HILLS BLK 5 LT 4South Hills Block 5 Lot 4 #017-071-21 Municipality OT Anchorage Development Services Department Building Safety Division '-_ _ € ,- On-Site Water & Wastewater Program, 4700 Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 Page 1 or 3 On-Site Wastewater Disposal System and/or Well Inspection Report Permit Number. SW080187 PID Number: 017-071-21 Name: DAN FUSSNER Wastewater System: ■ New ❑ Upgrade Address: 16301 NICKLEEN STREET a ANCHORAGE, AK ABSORPTION FIELD Phone: No. of Bedrooms: (907) 345-2133 4 O Deep Trench ■ Shallow Trench O Bed O Mound 0Other LEGAL DESCRIPTION sat a°�"° iow D`°th "°n' odor t areas:4.0 BIOtk: Lol: Subdivision: CPD/SN. n, 2 rL 5 4 SOUTH HILLS Depth to pipe .oft" from afskgi yrea: Cr ft9th bo'o'th pipe: ° Township: — Range: — Section: — 1.52 FW anew Blew odginal p,,s: n. 0.48 rL G'wW I.Vh: SEE DWG. rL 38 s, WELL: ■ New ❑ Upgrade G,ew .kith: 5 Nemow of lino.: Dolene. W.. en„: Cbwlcpyen Prwot.. A.e.C): Told D.plh: Co..o To: PRIVATE (etnAa,*9 425 rets eDea,ptbn oro°: n 1 —FL Pipe mots W: Ft60 R. °rw'r 190 so. n. D 3034/ F-810 Dao Ddllee: store water L": HEFTY DRILLING INC. 9/10/08 60 rL "~Dol. GEG, Ltd. last - 9/30-10/2/08 r'Wd: Pump sot AL C" 14""ht Atave G ouna: 0.5 GPU R 2rL TANK SEPARATION DISTANCES 0Septic 0Holding ■S.T.E.P. ■Other To From Septic Tank Absorption field Lift Station Holding Tank ublk/PrMte seer tlnee 11On�'fWI~ GREER TANK aepaaey In goik . 1500 Well 100'+ 100'+ — _ 25'+ N°°" STEEL Numbw a eomwro,w"l,: 2 Surface water 100'+ too•+ — — — LIFT STATION Lot Line 5'+ 10'+ 1500 GREE OUANICS Foundation1=4 NOT BUILT Y Pon Iw.N a: ump off fe..1 a: Hqh wets, alarm a: TIMER ZM TIMER 44" Curtain Drain NONE KNOWN 1oYe e: uoa.i: rl.etrica kol»etPedormw q: P—TE-30—PLUS .O.A. Remarks: 'THIS IS AN AEROCELL SYSTEM BENCH MARK NO HOUSE BUILT ON PROPERTY laaten ane Dwcdp4on: TOP OF WELL CASING Ae.amee ENwuon: 104.41 r< GEG, �I Ltd. Inspections performed by: Dates: 1st 9/30/08 ENGINEER'S s 6 oo�oo�{ o0�4 2nd 10/1/08 0 OF q ,9s�oo 3rd 10/2/08 p� ...••....... Development Services Department Approval'?:' p .............. ....... ..... � Conditional approval: Date: 4402 0.. ...... ...........0 1 I uL fLII 54pyva0.I PPA: SU`w'ffll a jd /M_rv/ /��OMO�;7ir11 O�t`I 1�'Tj h A. G rness. 00 CE—oeQ�O O� s/ewer oKlt. Reviewed and approved by: Date: 0�J�� Q�cP�O �tJ VP o ��000 slo ON PERMIT NUMBER: ASDRAWING PARCEL ID NUMBER: SWO80187 017-071-21 \ SOUTH HILLS S/D; \ LOT 12. BLOCK S / / / NOTE: USED PROPERTY CONERS FOR SWING TIE POINTS. CORNERS MARKED BY PROFESSIONAL LAND SURVEYOR. +TH/2 I ALTERNATE SITE NEW DRAINFIELD TH/ / :021 Ot DY VALVE / / �MT2 POD DI8 MH SZRE—TANK / \ i0 AEROCELE UNI CLEANOUT (PRE) NEW 1500 GALLO / S.T.EP TANK f I )' WELL RADI(IS 100' WELL RADIUS / / \ SOUTH HILLS S/D; \ \ \ LOT 13, BLOCK 5 �ir.,:>�liF 3iF�:i. p�� 1`' ,(/ •'ys�-SOI GARNGSS ENC31NEERINCY GROUP, Ltd. 3mI c n°a cora CONSULTANTS d GENERAL CONTRACTORS>•..+.� .,.. ....... .. O wn.,, �I......... wrt Loi • giuc[, ni ww� . ndr (oonuryns . ru fao7?uo-ax.e • e[am[:....o.,+..Y,•.oyw„� PREPARED FOR: PHONE NUMBER: PAGE NUMBER: 0 DAN FUSSNER 345-2133 2 OF 3 a et r . Go r ess: LEGAL DESCRIPTION: DRAWN BY: Q4'y,. CE -795.3 SOUTH HILLS; BLOCK 5, LOT 4 PNB 4e •.��1��/�b�cAoo TYPE OF WORK: DATE: °V c ASBUILT DRAWING 10/21/08 dProleseto�o ��40000�� A 8 PRE 115.86 145.07 ST1 117.36 147.17 MH 126.81 155.90 POD1 119.83 161.76 POD2 121.78 163.34 JV 131.15 168.54 C01 137.75 170.77 MT1 139.27 172.48 CO2 127.48 194.71 MT2 125.04 193.34 \ SOUTH HILLS S/D; \ LOT 12. BLOCK S / / / NOTE: USED PROPERTY CONERS FOR SWING TIE POINTS. CORNERS MARKED BY PROFESSIONAL LAND SURVEYOR. +TH/2 I ALTERNATE SITE NEW DRAINFIELD TH/ / :021 Ot DY VALVE / / �MT2 POD DI8 MH SZRE—TANK / \ i0 AEROCELE UNI CLEANOUT (PRE) NEW 1500 GALLO / S.T.EP TANK f I )' WELL RADI(IS 100' WELL RADIUS / / \ SOUTH HILLS S/D; \ \ \ LOT 13, BLOCK 5 �ir.,:>�liF 3iF�:i. p�� 1`' ,(/ •'ys�-SOI GARNGSS ENC31NEERINCY GROUP, Ltd. 3mI c n°a cora CONSULTANTS d GENERAL CONTRACTORS>•..+.� .,.. ....... .. O wn.,, �I......... wrt Loi • giuc[, ni ww� . ndr (oonuryns . ru fao7?uo-ax.e • e[am[:....o.,+..Y,•.oyw„� PREPARED FOR: PHONE NUMBER: PAGE NUMBER: 0 DAN FUSSNER 345-2133 2 OF 3 a et r . Go r ess: LEGAL DESCRIPTION: DRAWN BY: Q4'y,. CE -795.3 SOUTH HILLS; BLOCK 5, LOT 4 PNB 4e •.��1��/�b�cAoo TYPE OF WORK: DATE: °V c ASBUILT DRAWING 10/21/08 dProleseto�o ��40000�� PERMIT NUMBER: ASPARCEL DRAWING PARCEL ID NUMBER: SWO80187 017-071-21 GRADE FINAL DE JANOY VALVE AL GRA 630 OUANICS AEROCELL UNI TOP OF TANK INLET - 89.02 INVERT OF. BUNG INLET - 88.50 TO NOTE: MOUND IS TO BE TOPSOILED AND SEEDED IN THE SPRING OF 2009 1300 GALLON S.T.E.P TANK 10 GAUGE, RATED FOR 10' BURIAL DEPTH FILTER FABRI INSULATION S�OQ�S TOP OF SAND - 88.70 TOP OF TANK OUTLET - 89.01 FINAL GRADE - 92.21+ ORIGINAL CRADE - 90.70 O HIGHEST POINT OF APPROVED `+;ss°t INVERT OF PIPE ANO FILTE9.18 BOTTOM OF SYSTEM - 86.70 RELATIVE ELEVATION OF BOTTOM OF TESTHOLE - 77.20(H20 O 77.70) GARNGSS ENGINEERING GROUP, l.tcl. CONSULTANTS 3 GENERAL CONTRACTORS •+•.+- -..-.. ....._,-., 0... •., 3»i L nm� NWA 9A ,o, • N DoDpAM r N 7 • rw[ bo7Isn-S,» • rrx (loyja]sax•a . uusnC ....y.....,p,,,..q.-,,, Q •. . • •.. • • •. PREPARED FOR: PHONE NUMBER: PAGE NUMBER: I0 DAN FUSSNER 345-2133 3 OF 3�o Y A. ess:' LEGAL DESCRIPTION: DRAWN BY: AID y. E-79$ eG SOUTH HILLS; BLOCK 5, LOT 4 PNB �p� LG�zyfa0'�a`oo TYPE OF WORK: DATE: 40�dprofeaeio�p7 c� PROFILE DRAWING 10/21/08 ��400000�q (RW 0IM5) Y• CD C0.1 i y� f omm� yf 113M ro ; O Cl)��'-� ? (V m tD E C� i c) CDr NO ttb C O d t t O —rj r f m P7, ZLr Z b �'t� 9 s. cr, 3snOH W r r�� 3 Vaj QOOM � _ 13A31-111nW �' r o t' O C) c Gq cO n p lD N C1 W Z 00 z C14 G) r ' � rte. • v i7 : Q r-' t n �. p c� CD o rn N p " 00 01 rn o o. W 0 rn lbw N NJ M.0 "o m `tl� O �^ 89'Z� 5 8Z 00 K fD (p y m z fi Q K� moa'0 O m :m p y ro p, CD�,,po tY M co N m mpisro z tp e" p e+ cC R m S f' 0.0 r pco r m cw..�G�.��'0'.:m IV 10 O i i 0000 0 p;�o 0 CD k0�� me m (ACL 0og*cgt .0 P roY CO 0 O -` f' o �`5�� CA C q K `-34 m m a9 .'� — ;,00t'� d two og�OO -a--a° d9- gLfefti j DriCCing, enc. Water 1Vef( DrfU6t�1 atufTunf Service onc&,ragc,'A(asla (ao7) 345-0593 Well Log Drilling Suncd. 09.10 2008ComPk1W: 09.18 2008 c•itv..B�,Ugh. Subdivi,imt. auXT: I LOT Pro(wrty rn%mr Name R Address:Jacob Fussner 16301 Nickleen St. Site: Shadow Ln. Anchorage South Hills 5 4 Anchorage, AK 99516 Meridian ToumAip Range Section _ V4 of _ _ 1/4 of _ 114 of BOREHOLE DATA(frOm top of Casingpepth Drilling nwthod: (X) Air rotary. ( ) Cable tool, Other Material: Type. Color & wetness ! From To Wcll usc: ( ) Public surr y I ( x ) Domestic. Other stickup 0 2 Depth of hole: X25— ti. Casing stickup: 2 Ft Casing type: Steel_—_ Thickness: _250_ inches Casing diameter._ 6 inches Casing depth: 60 ft silty clay & gravel 2 35 Liner type: Diameter: _inches Depth: tl moist silt &gravel 35 42 Static water (from top of casing): 60 fi on 09 ! 22 !2008 Pumping level & yield: __ foci atter _ - hours at _ gpm Recovery rate: .5 gpnt. Method of testing: airlift dry silt & gravel 42 59 Devdopmcnt method: airlift Duration: 1 hour wet fractured bedrock 59 60 %Cell intake opening tspc: ( ) Oen end. (X) Open hole, Other Screened: Stan: ti. Stopped ft Screen type: - Slot. mesh size. bedrock w/ wet fractures 60 425 Pcrfurawd: Stan: fl. Stopped: ft Stan: 11. Stopped: ft Note: .................................................................................................... Grout type: __ bentonite Volume - Depth; from—ground sUrfa;,--_ .to 20 fi Pump intake depth: ti Pump size: hp. Brand name: Was well disinfected upon completion'! (X) Yes. 1 ) No Method of disinrctxion:Calcium.l i hlolite..(ChWne)... Drillercontmcntsi discluinters:............................................................. Water, entering well thru fractures depths..._...,,,. between 59'-60',80'-1.00',120'-130' and.225'-235' foratotal_of.: 5.9pm................................................................ W'elldrillername:- Johnny Company name:...Hefty Drilling,, Inc......_. ................................. Mailing address:...3540.AkUla Dr. ......................................................... City: _Anchorage - - State: AK zip 99516 Phone number : ( 907) 345 - 0593 fax.345-4700 Drillers signature: Municipality of Anchorage Development Services Department Building Safety Division Ott -Site Water and Wastewater Sect ion 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907)343-7904 r Attention: Properfy owner shall provide a well log to the DSD within 60 days of well completion. Permit Number. SWO80187 Dau of Issue: �SepI 09 El— Parcel Identification Number: 017- 071 -21 1s well located at approved permit location?( X) Yes or ( ) No Inspection Report Municipality of Anchorage, Building Safety Division 4700 Elmore Road INFO & HELP (907) 343-8211 INSPECTION: VOICE (907) 343-8300 • FAX (907)249-7777 • www.muni.org Name kevin Company rising son electric Address NHN HILLSIDE WAY Grid SW2940 Subdivision SOUTH HILLS Work Description install septic lift station Permit # 08-9450 Inspection Date 07 -Oct -2008 Phone 250-1100 622-6777 LOT 4 t3K5 TR n/a Permit Technician MORISA, MARIAMENE G. Comments or Directions Underground Oct 7th Inspection will pay emergency fee if necessary Inspection Type Electrical: Retro Electrical Comments (for inspector use only) Inspector AAZy: r - ' l -�--_ Date L � MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water ti Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519.6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM / WATER SUPPLY PERMIT Initial Permit Number: SWO80187 Date Issued: Sep 09, 2008 Expiration Date: Sep 09, 2009 Parcel ID: 017-071-21 Legal Description: SOUTH HILLS BLOCK 5 LOT 4 Design Engineer: 0855 GARNESS ENGINEERING GROUF Site Address: 16301 NICKLEEN STREET Owner Name: DAN FUSSNER Lot Size: 0 SO. FT. Owner Address: 16301 NICKLEEN STREET Total Bedrooms: 5 Permit Bedrooms: 5 ANCHORAGE. AK 99516 - This permit is for the construction of: 0 Disposal Field 0 Septic Tank ❑ Holding Tank ❑ Privy ❑✓ Private Well ❑ Water Storage All construction must be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations ( 18AAC72 ) and Drinking Water Regulations ( 18AAC80 ). 3, The engineer must notify DSD at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 ( 24 hours). ( Not required for a Water Supply Permit only). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. '1/1(la CAn..9a 10 $k br, Chaeye tank Size A01G fnovL. NH6r) Received By: Date: 1 Municipality of Anchorage C Development Services Department Building Safety Division On -Site Water 8 Wastewater Program 4700 Bragaw St. P.O. Box 196650 Anchorage, AK 99519.6650 www.ci.anchorage.ak.us (907)343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING 071 Parcell.D. ni -WX al Property owner(s) DAN FUSSNER Day phone 345-2133 Mailing address 16301 NICKLEEN ST *ANCHORAGE. AK Site address Zip Code 99516 Legal description (Sub'd, Block & Lot) SOUTH HILLS: BLOCK 5. LOT 4 Legal description ,(rTownship. Section & Range) _N/A Lot Size 1 /A3 Sq.Ft. Number of Bedrooms 5 THIS APPLICATION IS FOR ([Dail that apply): Absorption Field Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well Water Storage ❑ THIS APPLICATION IS AN: Initial Upgrade ❑ Renewal ❑ I certify that the above information is correct. I further certify that this application is being made for a Single Family Dwelling and is in accordance with applicable Municipal codes. GARNESS ENGINEERING GROUP, Ltd. herized agent) Permit/Rush Fees: ( v _�>S - O o Date of Payment: n ZS Receipt Number: (Rev. 11/05) Waiver Fees: Date of Payment: Receipt Number: GARNESS ENGINEERING GROUP, Ltd. . : - . CONSULTANTS & GENERAL CONTRACTORS R: August 21, 2008 Municipality of Anchorage Development Service Department On -Site Water & Wastewater Program 4700 Bragaw Street P.O. Box 196650, Anchorage, Ak 99519-6650 (907)343-7904 Ref: Proposed Septic System for South Hills; Lot 4, Block 5, To whom it may concern: The proposed 4 bedroom house is to be served by a private well and septic system. We are proposing to install a 2000 gallon S.T.E.P. tank with Quanics controW loats, an Aerocell 1050 pod and a 5 wide trench type drainfield. Two test holes were excavated on the property. The drainfield will be designed around the 30 foot radius of test hole #1. Comments regarding the design are summarized as follows: 1. SOILS: See the attached 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. AVATERS: There are no surface waters within 100 feet of the proposed septic system. 4. TOPOGRAPHY: As can be seen on the attached design drawing the average topography below the drainfield is a 5-10 percent slope running approximately south to north. We are unawaref any adverse impacts this installation would have on adjacent wells or septic systems. If you have any c*stions, please contact us at 337-6179. Thank you for your assistance. M.S. NOTE: Attached is a site plan drawing, a design drawing, one soil log, which are all parr of the design package for this septic system. (Contact G.E.G. Ltd. for 7 page construction specification letter.) 3701 E. Tudor Road, Suite 101 • Anchorage, AK 99507-1259 Ph: (907) 337-6179' Fax: (907) 338-3246' Websitc: www.gamcssenginccring.com M HILLS S/D; 7, BLOCK 4 SOUTH HILLS S/D; LOT 6, BLOCK 4 1 1 1 I 1 1 I I I I SOUTH HILLS S/D; I LOT 5, BLOCK 4 I I I I I / I� L�- SOUTH HILLS S/D; LOT 4, BACK 4 ARS! / —1-- --.IJ SOUTH MILLS S/D; LOT 7, BLOCK 5 SOUTH HILLS S/D; LOT 10, BLOCK 5 SOUTH HILlS S/D; LOT 6, BLOCK'S— — — / I I I ° 1 SOUTH HILLS S/D; LOT 11, BLOCK 5 I I I I °I 1 , I \\ I \ SOUTH HILLS S/D; i0T 5, BLOCK S I 1 I V 1 /j I� `\SOUTH HILLS S/D; LOT 12, BLOCK 5 I I , \ C71 I >- / 1 I SOUTH HILLS S/D; LOT 3, BLOCK 4 I 1 I I � I 1 I I I I I j I/ j/2 I I SOUTH HILLS LOT 3, BLOCK 5 J_' CSEPTIC 1• / ,P HOU USE I 11OADIIA I 1 1 I I RADIUS / SQ10TH HILLS'S/D: I GARNTLSS ENGINLLRING GROUP, Ltd. -• -••- • •�• CONSULTANTS 6 GENERAL CONTRACTORS—��--•-��•• )Mt C 11G011 ■0,➢. A.°[ 101 M N l IMI 001)S 32" PREPARED FOR: PHONE NUMBER: PAGE NUMBER: DAN FUSSNER 345-2133 1 OF 1 LEGAL DESCRIP11ON: DRAWN BY: SOUTH HILLS: BLOCK 5. LOT 4 1 P.N.8 TYPE OF WORK: SITE PLAN )Rev. OIMS) 7/3/08 —SOUTH HILLS S/D; t /LOT 14, BLOCK S (54-? A\P T ...:... ... Je re, A. Ss =N RITERIA: GROUP, NUMBER OF BEDROOMS: 4 REVISED DESIGN SW08018 GALLONS PER DAY (CPD): 600 3701 L T.D011 110•D, E 101 • A•,L11011.OL M e01100 • R (e07)}t in • rM (907)3Y- " • b - e...,an•r„pb•,•I�y�. a PERCOLATION RATE/S: 6 @ 20 MIN./INCH PREPARED FOR: \ PROPOSED APPLICATION RATE: 4.0 PAGE NUMBER: \ \ MINIMUM DRAINFIELD SO.FT.: 150 DAN FUSSNER 345-2133 DRAINFIELD DESIGN: / / .J vQ4 r •. LWIMUM DEPTH: 4 FEET � •..moi WIDTH: 5 FEET DRAWN BY: LENGTH: 38 FEET PNB M.O.A. APPROVED SAND FILTER: 2 FEET `ip• •-fl jA4OGc Ao EFFECTIVE: 1 FEET iH "+•:. +TH,2 REDUCTION FACTOR: N/A ACTUAL SOFT.: 190GEG. 0l Ltd. HAS A 7 PAGE SPECIFICATION LETTER THAT PERTAINS TO THIS DESIGN. „ INSTALL 1500 GALLON TO OBTAIN A COPY OF THE LETTER U S.T.EP. TANK V,r IT4• CONTACT GEG. BY PRDCEEDING FORWARD I �� ••� (7�Jo•J1 LS WITH THIS INSTALLATION, THE ENGINEER, „ ;. ; . WELL DRILLER, CONTRACTOR AND ALTERNATE — PROPERTY OWNER AGREE THAT THEY USITE i�.••' . HAVE READ THESE SPECIFICATIONS AND ( ` — — — — :••• i AGREE TO ACCEPT THE TERMS AND „ TH/1 CONDITIONS OURINED. `• • 1 ' ••, •PR OPOSED• \ bRIgEWAY „ � / PROPOSED DRNNFlE i \ \ ;, J• \ i '•i / / INSTALL ••'.l'/•r•a:. 1050 AEROCELL' •'�•' • \ ` NOTE: THE CONTRACTOR UNIT \ , • •�'; • °i ;` / SHALL HAVE THE WEST LOT �x \ t `r '^ •' •'• LINE, AND ALL WELL RADII JANDY VALVE ' "• • ' FLAGGED BY A REGISTERED LAND SURVEYOR PRIOR TO a / CONSTRUCTION. INSTALL I PROPOSED BEDROOM HOUSE o' CUTIO I 14 LEAN H 'I 100• WELL RADIUS I I RADIUS w I11 \ Ipp• WELL PROPOSED 1 SOUTH HILLS S/D; \ / \ 5 E: \ LOT 12, BLOCKS � \ \ 1• 4 SOUTH HILLS S/D; \ / \ LOT 13, BLOCK 5 GARNESSGo ENGINEER GROUP, 9 .; NERALING ONTRACTORS,: 3701 L T.D011 110•D, E 101 • A•,L11011.OL M e01100 • R (e07)}t in • rM (907)3Y- " • b - e...,an•r„pb•,•I�y�. a PREPARED FOR: PHONE NUMBER: PAGE NUMBER: O •••...... •;••• tt a Cor s: DAN FUSSNER 345-2133 1 OF 1 .J vQ4 r •. E- 95 •' DRAWN BY: LEGAL DESCRIPTION: SOUTH HILLS; BLOCK 5, LOT 4 PNB N `ip• •-fl jA4OGc Ao OF WORK: DESIGN DRAWING (Rev 01/05) 9/16/2008 MOUND IS TO BE TOPSOILED AND SEEDED 0% SLOPE INSULATION FINAL GRADE FILTER FABRIC MT CO ORIGINAL GRADE 3•� OQ� SCOpe 5' ------- GARNESS ENGINEERING GROUP, Ltd. • * - CONSULTANTS 6 GENERAL CONTRACTORS.•- ••-- +--•••••+»M anc L nioa s o sort +oc • winorucr, M s 7 . Nc,[ (scrap-fcn • roc (907�&Xa " • MM WE PREPARED FOR: PHONE NUMBER: PACE NUMBER: •• •• ......•••••• DAN FUSSNER 345-2133 3 OF 3 Q ;J fey arness:' LEGAL DESCRIPTION: DRAWN BY: 04 . C —753 4�4 \� SOUTH HILLS BLOCK 5. LOT 4 PN8olp TYPE OF WORK: DATE. rofesslo" CROSS VIEW PROFILE 8/20/08 SOUTH H S/D; 0TH HILLS SAD; I I LOUT BILLS SAD; so ILLS S4 ' 1 SOUTH HILLS S/D; LOT 7, LOCK 4 EPT)C 1 LOT 3, BLOCK 4 I I '�D I I I I // / I I/ I 1 j L, -- \\/ /< ILLS SID: \ 7— � LOT 7, BLOCK OUTH HILLS S D; - --- SOUTH HI D, ♦%2 I I SOUTH HI /D; / I I LOT S. BLOCK I I LOT 3, OL O K S tcs—EG I tD At ROPOSE I I \ I HOUSE 1 ----- —�� J L I — — — — — — — I RADIUS / — — — — ---------1-- OUTH HILLS S/D; SOUTH HILLS S/D; I I \\ SOUTH HI S/D; �S / LIS �,(p L BLOCKS LOT 11, BLOCKS tpT 12, Bl S YOT 13, LOCK b — I OUTH HILLS S/D; T 14, BLOCK S I GARNESS LNGINLLRING GROUP, Ltd. ----�_••-•----•+= CONSULTANTS& GENERAL CONTRACTORS )A. G TI°M Ip.O. YII[ 101 . NCYdLY.[. M e 7 a e.4WC (e0»}nM17• • rm e07N�2Y a �. w.. PREPARED FOR: PHONE NUMBER: PAGE NUMBER: DAN FUSSNER 345-2133 1 OF 1 LEGAL DESCRIPTION: DRAWN BY: SOUTH HILLS; BLOCK 5. LOT 4 P.N.B TYPE OF WORK: DATE: SITE PLAN 1 7/3/08 IRev. DINS) 0 ...... ....... ............ p —,001062T�m III uwj`:a w r a m GARNESS ENGINEERING GROUP, Ltd. TMs. • - -- - CONSULTANTS 6 GENERAL CONTRACTORS—r---•��----- 1701 L iE0011 RQNX ANTE 101 • AMCHOPAGL AN. 00107 • R11.'Y1E: (W)W-9170 • FAN: 00 -32" • RFBSOL ,vwwpYrYy SOIL LOG — PERCOLATION TEST LEGAL DESCRIPTION: SOUTH HILLS S/D: LOT 4, BLOCK 5 PERFORMED FOR: DAN FUSSNER DATE: 7/25/2008 DEPTH ---_ (feet) -_z- TEST HOLE #1/UPPER BENCH 1 ��- ORGANICS 7 8 9 10 11 12 13 14 15 16 17 18 GM WITH MORE SAND DEPTH TO GROUNDWATER ;. ;. SOIL CLASSIFICATIONS 2 Le t 7/29/08 7:26 5,.1.x: •, _ __ GW ____ ORG - 2 GP GP ML 3--.. 4 1/4- 1 3/4- 3 r +'` GM CL 4 - GC OL 8:28 30 °° • o o SW MH 5 5 • SP CH - 6- �, SM ' OH 6 8:59 SC 4 1/2' 1 1/2- GM WITH SOME SAND 7 8 9 10 11 12 13 14 15 16 17 18 GM WITH MORE SAND DEPTH TO GROUNDWATER DATE SEEP O 8' 7/21/2008 13' 7/29/08 7:26 - 6- - -- +THQ2 aoll�O, +THg1 DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 7/23/2008 1 7:26 - 6- - 2 7:56 30 4 1/4- 1 3/4- 3 7:58 - 6' - 4 8:28 30 4 1/2* 1 1/2- 5 8:29 - 6- - 6 8:59 30 4 1/2' 1 1/2- 19 PERCOLATION RATE 20 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 1.5 FT. AND 2.5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: N YES ❑ NO SOILS LOGGED BY: SUSAN OSWALT PERCOLATION TEST PERFORMED BY: DAVID GARNESS COMMENTS: PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PE FORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 2i loB ooQoopp o OF .... GARNESS LNGINLERING GROUP Ltd. _ •amu,...-...,.....-.... CONSULTANTS 6 GENERAL • r N 101 • .NGCONTRACTORS N • SIE !� R : A o0 Tl0011 S,YD, IS IOW NY l hSMK.: i0))-3170 40 W71 • • • • • • • • • • • • • • • • 3)01 E SU SOIL LOG - PERCOLATION TEST :,•..0 LEGAL DESCRIPTION: SOUTH HILLS S D: LOT 4, BLOCK 5 ,p ''. f y . arness. PERFORMED FOR: DAN FUSSNER DATE: 7/25/2008 o CE -79 DEPTH____ ��dPro/esslo�0\ 00 (reef) __-° TEST HOLE 1 LOWER BENCH ��p000��04 ORGANICS SOIL CLASSIFICATIONS 2 r GW ---- ORG \� w— 3 :! GP ? •`rte t GP ML +TH((2 MINI GM CIL I i q GC OL 09!P SW MH +THN15 CH SM i i OH / I 6 SC GM WITH �� I , 7 SOME SAND I ` I I , DEPTH TO DATE GROUNDWATER 8 __ 11 i I - ----------------- ------/ >--- -, 9 i C--------- SCALE: 1, , /00, 10 11 12 13 GM WITH B.O.H. MORE SAND 5 8:30 - 6' - 15 16 17 18 19 PERCOLATION RATE 6 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 5.0 FT. AND 6.0 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: N YES ❑ NO SOILS LOGGED BY: SUSAN OSWALT PERCOLATION TEST PERFORMED BY: DAVID GARNESS COMMENTS: PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PE ORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: S4 Z-� C S DATE 14 READING SEEP O 8' 7/21/2008 13' 7/29/2008 7 23/2008 1 7:27 - DATE 14 READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 7 23/2008 1 7:27 - 6' - 2 7:57 30 1' S' 3 7:59 - 6' - 4 8:29 30 1' S� 6 9:00 30 1' S' 006044 a OF p�4 GARNESS ENGINLLRING GROUP, Ltd. Ig00 �• �:: .: yOD ------CONSULTANTS CONSULTANTS & GENERAL CONTRACTORS •+-+��.�* O , .......... . .... 3701 E 1R(MD, Su1E 101 0 Mi„OPAG[ M(. pG501 � R,OFE: DO) 1-f1JG . Ewt 00) -JJN � •[BSIfL ,s,rrgi+rYq.00m SOIL LOG — PERCOLATION TEST ••••� LEGAL DESCRIPTION: SOUTH HILLS 5/D; LOT 4, BLOCK 5 P '.J f ey A. ess: p PERFORMED FOR: DAN FUSSNER�.'., CE -7953 : 4 p DATE: 7 25 2008 s� 4e' .0. �dop •$ ... �• ��Ad (EPTtI ____ Oasslo Q feet)) ORGANICS TEST HOLE 2 1 —_—_—_— SOIL CLASSIFICATIONS 2 _ GW-- ORG ML 3 GP r ML -- +TH#2 I GM CIL 4 GC OL""!p I ' �+ SW MH �THJ1 SM OH 6 SC t r 1 7 1 DEPTH TO DATE GM/ ML GROUNDWATER 8 >>' 7/21/2008 -- ------ - I---------- L --------- 6.4' 7/29/08 - - -- -- ---------___/ y------------ r-------- 9 � i SCALE: 1' 100' 10 11 DATE READING CLOCK NET TIME WATER LEVEL NET DROP TIME (MINUTES) READING (INCHES) 12 13— a.o.u• P 5 GN e�N E 14 �vN RVNpFF 15 Np'� gs FzF p,G 16 GOv�,OO `N��N 17 18 19 PERCOLATION RATE — (MIN./INCH) PERC. HOLE DIA. — (INCHES) TEST RUN BETWEEN 3.5 FT. AND 4.5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES ❑ NO SOILS LOGGED BY: SUSAN OSWALT PERCOLATION TEST PERFORMED BY: DAVID GARNESS COMMENTS: PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WA$ ER ORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: E) 2-4 0 Q, ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT MEMORANDUM OF UNDERSTANDING BETWEEN MUNICIPALITY OF ANCHORAGE AND Or, ei;e 1 F- 5srr-.— THIS MEMORANDUM OF UNDERSTANDING made and entered into as of this ?4' Dayof_S-,Qir�of20j2Sbyandbetween()an;C 1 FuS5n-r 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 Advance/nd%N'astewatcr Treatment System (A WRNS), described as ��t a n A i c G e rot a 11 located at 'SOv 4 k j i I l S (2-, S Lf . Anchorage, Alaska. 2. Definitions. A. Alteration. Any change to the design or function of an AW WTS 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, "AMC") 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 A W WTS that were included in the original design which would allow the AW147S 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 AIVWTS, 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 O (SQ.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 AWWTS. The term begins on the date of approval by the Municipality of the installed system and shall continue while the AWNS 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 Remnval 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 Owncr 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 A11'%N7S Operating Permit is: TJ -r; t e'_ A y e a e - 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 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%VTS is the governing professional guidelines for the construction, maintenance and repair of the Owner's AW WTS. 7. Nonw•aiver. The failure of either party at anytime 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: Dani E Fu 5 Sr7 e/ 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. Jurisdiction: Choice of Law. 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: STATF'OF ALASKA THIRD JUDICIAL DISTRICT MUNICIPALITY: By: Title: Date: ) ss. The foregoi_n5_ro.strumt wppssaacknowledged before me this e ---day of� f-, 20�,by�9Q�O�i f"l/SSI� aatl%t1 (f(JJ ii PUBLIC OR _ I My My Commission A mission expires: