HomeMy WebLinkAboutTHE TABLELANDS BLK 7 LT 7The Tablelands Block 7 Lot 7 #051-801-39 Municipality of Anchorage APR ® 5 Z0p1 9e Community Development Department 1 of 3 On-Site Water & Wastewater Program 4700 Elmore St. • P.O. Box 196650 Anchorage, AK 99519-6650 • http://www.muni.org/onsite • (907)343-7904 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP181022 PID Number: 051-801-39 ❑ New ■ Upgrade Name: LOUIS CUSACK ABSORPTION FIELD ❑ Deep Trench ❑ Shallow Trench ❑ Bed ound Address: 23630 FALLOW CIRCLE, CHUGIAK, AK 99567 ❑ Other Phone: No. of Bedrooms: Soil Rating: Total Depth from origin de: 903-8329 3 GPD/Sq. FL FL LEGAL DESCRIPTION Depth to pipe invert from original grade: F Grave pth beneath pipe: FL Fill added above original grade: a�` Gravel length: Subdivision: Block: Lot: THE TABLELANDS 7 7 ♦' FL FL OvvnS Ip: anger Section: Gravel width: FL Beds Number of lines: Distance between lines: FL SEPARATION DISTANCES Total abso p' area: Number of trenches: Dist between trenches: To Septic Absorption Lift Holding Publlc/Private From Tank Field Station Tank Sewer Lines So. Ft FL Well PUBLIC PUBLIC 25'+ TANK ■ Septic ■ S.T.E.P. ❑Holding ❑ Other Manufacturer. ANCHORAGE TANK Capacity. 1500 Surface Water 100'+ z 100'+ Gal. Lot Line 5'+ w 5'+ Material: Number of compartments: N/A STEEL (EPDXY COATED) 2 LIFT STATION "2ND COMP. OF 1500 GALLON STEP Foundation 10'+ 10'+ - Drain NONE KNOWN Manufacturer. ANCHORAGE TANK WITH QUANICS COMPONENTS Capacity.Curtain *500 Gal. Remarks: EXISTING PUMP AND PRESSURE FILTER WERE REUSED 'Pump on" level at TIMER Pump off• level at TIMER High water alarm at 45" FOR INSTALLATION. NEW INTERNAL PIPING AND FLOATS WERE Pump Make & Model: Electrical Inspections performed by: GOULDS INSTALLED PER THE CONTRACTOR. T BURIAL DEPTH MARKED PE51 M ON SIDE OF TANK. PIPE MATERIAL House to tank EXISTING Tank to D3034 drainfield Installer WILCO CONTRACTORS Drainfield EXISTING CO/MT D3034 Inspector GEG, Ltd. BENCH MARK (Assumed elevation) 92'89 FL Inspection Location and Description: Dates: 1 St 2/21/2018 2nd - 3rd - 4th - BOTTOM OF SIDING NEAR CONTROL PANEL ENGINEE 'S SEAL Community Development Department Approval ..••"` Conditional approval: Date: '••: Y �j �A �...........4: ,,..............�............� y arss : 4, ♦ :. J ff, A. G 'v 1 ♦ . i C E-79 3 : �� ems' . ( Alp Approved: ��U V��' �n'�"�1 Date: lDbiL X44PROFESS\* �• t ■�`�a��� #aeccaaa Inspection Report_1-1-12.doc PERMIT NUMBER: PARCEL ID NUMBER: OSP181022 RECORD DRAWING 051-801-39 \I A B ST1 37.2 30.2 MH 44.7 33.8 LOT 6, BLOCK 7; \ TABLELANDS S/D F I KEY BOX ; NEW 1500 GALLON EPDXY o / / COATED S.T.E.P. TANK qMT EXISTING CAT II / AEROCELL UNIT oSP / ILII / lb dO EXISTING DRAINFIELD i WATER LINE / QO / NOTE: PER THE CONTRACTOR, THE EXISTING 1500 GALLON S.T.E.P. TANK WAS REMOVED AND DISPOSED AT AN APPROVED DISPOSAL SITE. N SCALE: 1"-40 IL V1 VA GARNESS ENGINEERING GROUP Ltd ENGINEERING- SALES,) CONSULTING =_= _ 3701 E. TUDOR ROAD, SUITE 101 'ANCHORAGE, AK 99507' PHONE (907) 337-6179' FAX (907) 33&3246 •WEBSITE www.gamessengineering.00m • • .• • -Trm •••• •••• •�.�;.• 10 PREPARED FOR: AN PHONE NUMBER: PAGE NUMBER: (� : ey�A. G mess .e Q`c= LOUIS CUSACK 903-8329 2 OF 3 �j�� C 3 �� • �. PROJECT/LEGAL DESCRIPTION: DRAWN BY: �♦ F� •• �� THE TABLELANDS S/D; BLOCK 7, LOT 7 J.L.M. �� FO P• �' ••P� �� TYPE OF WORK: DATE: LICENSE It i, RECORD DRAWING OF S.T.E.P. TANK UPGRADE 4/4/2018 #AEcC884 PERMIT NUMBER: PARCEL ID NUMBER: OSP181022 RECORD DRAWING 051-801-39 NOTE: PER THE CONTRACTOR, ALL PIPE PENETRATIONS AND RISER/TANK CONNECTION WERE ENCASED IN BENTONITE. TOP OF MANHOLE LID (MH) = 93.70 6" CLEANOUT ST1 GRADE AT ST2 = 92.83 GRADE AT MH = 93.14 TOP OF TANK @ ST1 = 87.06 INVERT OF BUNG @ INLET = 86.44 - PRESSURE FILTER TOP OF TANK @ MH = 87.19 IGH LEVEL ALARM FLOAT NEW 1500 GALLON EPDXY UTIMER OVERRIDE FLOAT COATED S.T.E.P. TANK. TIMER ENABLE FLOAT EXISTING PUMP AND PRESSURE FILTER WERE REUSED IN NEW TANK. ALL NEW PIPING AND FLOATS WERE INSTALLED. EXISTING PUMP GARNESS ENGINEERING GROUP, Ltd ENGINEERING 7, SALES= CONSULTING 3701 E. TUDOR ROAD, SUITE 101 - ANCHORAGE, AK 99507 - PHONE (907) 337-6179 - FAX (907) 338-3246' WEBSITE: www.games engineering.00m PREPARED FOR: PHONE NUMBER: PAGE NUMBER: LOUIS CUSACK 903-8329 3 OF 3 PROJECT/LEGAL DESCRIPTION: DRAWN BY: THE TABLELANDS S/D; BLOCK 7, LOT 7 J.L.M. TYPE OF WORK: DATE: �, RECORD DRAWING OF S.T.E.P. TANK UPGRADE 4/4/2018 %...�.5..�........... .......'.. ..o. nJe�Frey A-GarnssGC 79 3 #1J� �lI AFD .......... ,4W •''� LICENSE"ROFESas�� -• #AECC884 .10 2. —2,6'— l g N„ MUNICIPALITY OF ANCHORAGE 7 --_o� v rncnt \\\\ On-Site Water&Wastewater Program `o Ste„ r. • PO Box 196650 4700 Elmore Road ...\° ��. Anchorage,Alaska 99519-6650 Phone:(907)343-7904 Fax:(907)343-7997 •.17.1.:4) http://www.muni.org/onsite �' - 4i*•tri epartr un, lhhartmcnt On-Site Wastewater Disposal System Permit Permit Number: OSP181022 Effective Date: 2/20/2018 Work Type: SepticTank Upgrade Expiration Date: 2/20/2019 Tax Code Number: 05180139000 Site Legal Address: THE TABLELANDS BLK 7 LT 7 G:1559 Site Mailing Address: 23630 FALLOW CIR, Chugiak Owner: CUSACK LOUIS A Lot Size in Sq Ft: 43361 Design Engineer: GARNESS ENGINEERING GROUP LTD Total Bedrooms: 3 This permit is for the construction of: ❑ Disposal Field 0 Septic Tank ❑ Holding Tank ❑ Privy 0 Private Well 0 Water Storage All construction shall 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 wastewater code requires inspections during the installation. The engineer shall notify the Development Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall be either: a. Opened and Closed on the same day, or b. Covered, sealed, and heated to prevent freezing Q-%-/--.----- Received By: Date: a/0)/ Issued By: 12-4)'e,(Ta Coco-A Date: a 0 1 S MUNICIPALITY OF ANCHORAGE • Community Development Department Phone: 907-343-7904 Development Services Fax: 907- 343-7997 On-Site Water & Wastewater Program Mayor Dan Sullivan On-Site Sewer/Well Permit Application /� For A Single Family Dwelling Parcel I.D. O 5-1-/ 39 Property owner(s) LOUIS CUSACK Day phone 903-8329 Mailing address 23630 FALLOW CIRCLE,CHUGIAK, AK 99567 Site address 236300 FALLOW CIRCLE,CHUGIAK, AK 99567 Legal description (Sub'd, Block & Lot ) THE TABLELANDS; BLOCK 7, LOT 7 Legal description (Township, Section & Range) Lot Size Sq.Ft. Number of Bedrooms 3 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DEWELLING: ®all that apply) Initial ❑ Single Family (SF) Ei Absorption Field ❑ (w/wo ADU) Septic Tank ® Upgrade Duplex (D) Renewal ❑ Holding Tank ❑ Multiple Dwellings ❑ Privy (SF and/or D) Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE/WAIVER REQUEST FOR: 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: Waiver Fees: Date of Payment: a/ /i3 Date of Payment: Receipt Number: 0/0-716 Receipt Number: Permit No. 0,5P 2/699- Waiver No. (Rev.01!11) . to. Quanics GARNESS ENGINEERING GROUP, Ltd 'anced reeornenc srste,T: Dealer ENGINEERING SALES CONSULTING _ February 20, 2018 Municipality of Anchorage Development Service Department On-Site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99507 Ref: Proposed S.T.E.P. Tank Upgrade for The Tablelands S/D; Block 7, Lot 7 To whom it may concern: The existing 3 bedroom house is served by public water and a private septic system. The existing 1500 gallon STEP tank was recently exposed/inspected and found to have holes in it, allowing for intrusion of groundwater. The existing tank will be completely removed and disposed offsite (per the contractor) and replaced with a new 1500 gallon STEP tank in the same place. The existing pump, floats, pressure filter, etc. are to be used in the new STEP tank. 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 you for your assist.nce:" Sin erely Je _ . . ness, P.E., M.S. Presi.' e 3701 East Tudor Road,Suite 101 *Anchorage,Alaska 99507-1259 Phone: (907)337-6179*Fax: (907)338-3246*Website: www.garnessengineering.com c 1 GEG,Ltd.HAS A 8 PAGE SPECIFICATION LETTER THAT PERTAINS TO THIS DESIGN.TO OBTAIN A COPY OF THE LETTER CONTACT GEG.BY PROCEEDING FORWARD WITH THIS INSTALLATION,THE ENGINEER,WELL DRILLER, CONTRACTOR AND PROPERTY OWNER AGREE THAT THEY HAVE READ THESE SPECIFICATIONS AND AGREE TO ACCEPT THE TERMS AND CONDITIONS OUTLINED. LOT 6,BLOCK 7; TABLELANDS S/D F ALL PROPERTIES WITHIN 200 FEET OF q!`/ THE PROPOSED/EXISTING SEPTIC C4 elor, Opi/ SYSTEM ARE SERVED BY PUBLIC WATER EXISTING LINES TO/FROM STEP TANK AND AEROCELL UNIT EXISTING 1500 GALLON S.T.E.P. KEY BOX TANK TO BE REPLACED WITH NEW 1500 GALLON S.T.E.P.TANK ^•MT ALTERNATE SITE V. :•:�i, ,. TH#10 EXISTING y !,...1, ,.j:; 4 AEROCELL UNIT alp . -.•.:. •: ,•. : ' .• ... •,...•....., ..... 4�. f 4 . MT 'p•Z' EXISTING , DRAINFIELD / / / / APPROXIMATE LOCATION OF / EXISTING WATER SERVICE LINE / / / OPO / NOTE: THE EXISTING S.T.E.P. Q / TANK IS TO BE REMOVED OR c, / DECOMMISSIONED PER UPC /� / O / O / )0t / / / / SCALE: / 1 i / 1 _40 / i vA GARNESS ENGINEERING GROUP, Ltd ' ' 49". • '• • ENGINEERING SALES CONSULTING . 0 3701 E.TUDOR ROAD,SUITE 101•ANCHORAGE,AK 99507•PHONE(907)337-6179•FAX(907)338-3246•WEBSITE:www.gameseengineering.com • ••• iw PREPARED FOR: PHONE NUMBER: PAGE NUMBER: 0 :, J e f r:' A. C: es- .... .• i LOUIS CUSACK 903-8329 1 OF 1 •♦• ' E-,7951 PROJECT/LEGAL DESCRIPTION: DRAWN BY: ♦♦ '•.... ............ j,QlP.. � THE TABLELANDS S/D; BLOCK 7, LOT 7 J.L.M. ♦ FO �• .., 4, TYPE OF WORK: DATE: LICENSE,,11lpRo"s`\ �• DESIGN OF S.T.E.P.TANK UPGRADE 2/20/2018 #AECC884 Northern Communities Municipality of Anchorage 50113 .115- .�_. 360 . 520 it �eT11 lc:l :.. 00214 A7% •• N k w o ' w 1 roam 071. 0]I• 1:11 I •...• ,. , r iiiihl ; \ • .7:-.'.'".."..*4N7 \ II ' I pimici AI 112414 47* Pipe Types tI��® eoauIi ABS CC ConcreteCyli Acrylonitrile-Butadiene-Styrene AC Asbestos Concrete ' 'NkTc4111pp.- 44 CI Casa IronFoga Cylinder �:.- lib br . CIPP Cured In Place Pipe CMP Corrugated Molal ^-+-, CN Cured te In gtyj A a�i / . '� CU Copper �� i \ DI Ductile Iron eak11 ® 5371] •A74 e0T15 /. P , 1°." 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S NOT TO E CONSIDERED ACCURATE AND TME 1 401 $ 2•Mo It'y' �1��',.'�L •• •J�FCR DAMAGEOFCCURI G A ASSUMES NO IUdIRV ` VIIIIVIr _` R R ��� L A�-,'w��\ �� 1\t11R. FCR DAMAGES OCCURINO A9 A RESULT OF USING M �/ •DI X118 R ICS�l1'�•!�/• ♦ ul trr.r:774 TMS DOCUMENT.PDR TME LATEST AND MOST UP TO DATE ' I �� _ ttttt�rli\.WEORMATION VDU ARE URGED TO CALL THE ' ` � Ig00.��1i11L.ANC1101V 5S %/ITER a WASTEWATER VIOLAS 10�0��1-x-1II , ,Ar 554]725 ERO1E STARTING OPERATIONS. Hh• 1' . I w■w•a ���'�I�`T` 11 ; ^ •j I1".'�'���y�;. i NW1559 Grid Number Water Distribution System 1ir .'I, ._':, leo -uo.; i u,r r ,e2 .i-=; a au.u,0.110.11. ppmz. ® Q �;,,=yam, ' CALL BEFORE YOU DIG at o��,g�t■(.c p1N-I 0.+010. COSTING UTILITYLOCATIONS Dm OwYmw�.w.,w.,~ .a r.+._..a.,naeJ ex,* �+ -I`.....ya�44q - I I , RG7NM � 'iii I Kt MT 1101 ARL APPRCOOMME.CONTRACTOR SHALL VERWFr C:..M+.R TM NAw4.p 310;, $$u"`-$A �, : - ,----- r--- 1 3� • a WILT.111 ALL UILITY LOCATIONS LOCATE CALL CENTER el ALASKA 2712-3121x.,- 1 cps, 010.40 0.p•AT ora - Tem..,rat PRIOR TO CONSTRUCTIONn MST.1�I Ye AT . 4-- -110- �•C-110- ----110-- kuxraaao una..us (MwAa AN• .?.T QA4:0.....917,�•ro.,//TTr� +++ {{�� I �-- -_ h.,..Cas4 YV.T,alAs Slow,/54�.) o�Qe n OafT CROUNO b'LT d Ci� fir. STATE STCRY/STREET UO TS 533-2411 x <<rr«n - I _tet war 141. 10;NH fd(~AO_t I / _ I • --- aa..Ao ntcwc MA,TARr PETROLEUM ONES 862-4112 305 - _ - - ---- -- M......aaau.nnat I �J I LSO - 305- --r- --,..- SAN01 MX s..wc , d�Gd I i Sal o E *LL 1(U •10CSUI. 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C 6'Di N�376'06'E I • . `z c F' STA 74+68:09(PIPE)7N�d4.L 1 1 221 BOO W • BLOCK � Y --- . - - - - STA 73+17.39,372+0606 � � T SAMBAR LOOS' � --- - � I � 320 � I 1 -Z I- s-, - +,^H -r-- ?--- r T r ov!b 4 . PUMPER F1f1E HYDRANT A39L i 11.... I w I �` STA 72+7657 SAMBAR '+ 27.1• FIRE HYDRANT LDC • N I M I o m- STA 79+6444 ' - 72.44. 1"=50' ^ ' l o•• I t STA 73+6166(sAMBAIt)21LT 1 =50 j315 IJ�pI7q $ n.- �-----._ .-L s" bgV•^ ---- * - -L_ 1PIPE ,42 �f.2I As x "*:'2 3 a STA 91+11.46 l4E/41w)12. I • n < ISTA 91+11.46(PPE) ' •` 0. bao O � „ I2 �r I + •0.r x\.�--r rf « • I (t r?.yo 31-0 8 d E lac i f�� ,A9 vi v1 J C _I- 3. • . 4 14.- z.4. '�' 4 7y. , idd OA i i c 717 N I o N 0. e, cdo iso FRE HYDRASINGLE PAVER NT LEC• , i I11 i i Ws « TK 8-lA'REDUCER To - -- - i 22 1 MEND w 1794UST BLOCK . \ �'� 40 STA 93+8046 ( � 12• T ,305 VI 7 _ r r r• - ti�i 717.07�rrtt STA 71+57.21 SAM9AR (6.9 RT) 40. Iblilliiii...• _ 8' STA 93•�S.T� I I ---- r 'T( 9DasT.a10.Ro Ar a STA 1444.!8(PPE) A 91+29.9 . 1224 \� .: ,.53.42 op STA X32 I I I ter, �J �% I 91.3v.4` 4:1 .0 6 '300 o , 7T .. 0 4 \ w� I --- - - -'- .. a- 73...., - - 7:7-' - .-`\IMzis\ --A 94+66.82 FALLOtA 12 T I I Ia^ 8 •\� STA 94+86:92 PIPE)94.34 Lb s O ` LLR T I I I 13 AA _ 2954 }. --L -.a..w.A.•1 • 1 LOsL� 8 1 I 1 Ia I 1 O T lM��.'T-"• i I2 ,SSS247� I •0301 X8211 70.00 d t.° ;- --,-- = -- r . 1M•LISA! I I CAe) II■ i" 7 `2$5 I , / % ife x : % �e X¢ x¢ x¢ . a 11F00mg STA STA 69+00.00 SAMBAR)72.71 / 280 q It I % X X g If a L. MATCH UNE v' 69+00 - 70+00 71+00 72+00 73+00 74.00 SHEET C-10 A �1 i Municipality of Anchorage � a.d Development Services Department o Fac n Building Safety Division On -Site Water & Wastewater Program, 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 Page 1 of 3 On -Site Wastewater Disposal System and/or Well Inspection Report Permit Number. SW05015,46' PID Number: 051-801 —y/6 5CJ N0Te1 JOHN THOMSOM Wastewater System: ■ New ❑ Upgrade Y P9 Address: 17343 SANTA MARIA DRIVE * EAGLE RIVER, AK 99577 ABSORPTION FIELD Phone: No. of Bedrooms: (907) 240-2020 3 ❑ Deep Trench ❑ Shallow Trench ❑ Bed O Mound ■ Other* LEGAL DESCRIPTION Sall Rating: 2.0 Total Depth from origiml grade: SEE DWG. GPD/Sq. PL rt. Block: Lot: Subdivision: � Depth to pipe bottom from original grade: Gravel depth bwwath pips: 7 7 TABLELAND S/D SEE DWG. Ft. 0.5+ FL Township: Range: Section: Fill added above original grade: Gravel length: — — — SEE DWG. Ft. 50 Ft WELL: ❑ New ❑ Upgrade (ravel width: 5 Number of lines: 1 Distance between lime: — It Ft, Classification (Pdvate, A.B.C): Total Depth: Ta:WmRace) Total absorptlan area: Pipe material: ��((G R It 250 so. Ft. D 3034/ F-810 Installer. GREEN GENERAL Date Installed: 7/7/2005 Driller. P\ `�� Drilled: Stesc Water Level: a �C R. Yield:�� V� Casing Height Man around: TANK GPM Ft FL SEPARATION DISTANCES OSeptic OHolding ❑S.T.E.P. ■Other* To Septic Absorption Lift Holding Public/Private Manufacturer. GREER / ZABEL TECH capacity in gallons: 1500 From Tank Field Station Tank sewer unee Well N/A N/A N/A — — Material: STEEL Number of compartments: 2 Surface Water 100'+ 100'+ 100'+ - - LIFT STATION Lot Line 5'+ 10'+ 5'+ — — Size In gallons: 1500 Manufacturer. GREER ZABEL TECH 5'+ 10'+ 5'+ — — "Pumpon level aL• [Pump level at Nlgh water alarm &Foundation TIMER TIMER 45" Curtain Drain NONE KNOW Pump Make G Model: Dectdaal Isspeadom performed by: P—TE-30 PLUS RISING SON Remarks: TOPSOIL AND SEEDING MUST BE DONE IN BENCH MARK Location and Desaripgom SPRING 2006. BOTTOM OF SIDING NEAR POINT "B" *THIS IS A ZABEL AEROCELL (SCAT) SYSTEM Anumsd Elevation: 92.89 Ft. ENGINEER'S S OF. '4 � Inspections performed by: GEG, Ltd. Dates: 1st 7/6/2005*.� .............. 2nd 7/7/2005 3rd 11/7/2005 Q e By arness: Development Services Department Approvalhp'cgop� QO o '•. CE -79500 Reviewed Date: "l `� "� and approved by: �d'orofesslo�a� �� (Rev. 12/01)41,ODOO��pOo PERMITNUMBER: PARCEL ID NUMBER: SW0 AS—BUILT DRAWING I SW050155 051-801-39 KEY BOX \ LOT 6, BLOCK 7; \ TABLELANDS S/D 1 41:10 —4' INSULATION, 4' WIDE OVER LINE, FROM TANK TO AEROCELL UNIT 1500 GALLON -- S.T.E.P. TANK r7 ALTERNATE SITE / I II C;,TH�11o1 I�ZABEL AEROCELL o° i UNIT I P I I I I J �L/ 2� IL�i L NEW DRAINFIELD / / Q GARNESS ENGINEERING GROUP, Ltd. p * T CONSULTANTS & GENERAL p ................. ........... '=I L Wm xao. su,[ 101 • Nila AL Nc (9070 -azw • wmsne ....w WM�w. PREPARED FOR: PHONE NUMBER: PAGE NUMBER: .......••• JOHN THOMSON 907-240-20202 OF 3 Q f y arness: LEGAL DESCRIPTION: DRAWN BY: �OD°P, CE -7953 ••'`�/ k Al TABLELAND S/D; LOT 7, BLOCK 7, B.F.M. �Q oa' e2 LIo •��o4v TYPE OF WORK: DATE: 4�QOO fees SW AS—BUILT FOR NEW SEPTIC SYSTEM 12/12/2005 (Rev. 01105) 29.4234.5135.9962.2460.89 M 88 39 086..78.49 86 42 49 KEY BOX \ LOT 6, BLOCK 7; \ TABLELANDS S/D 1 41:10 —4' INSULATION, 4' WIDE OVER LINE, FROM TANK TO AEROCELL UNIT 1500 GALLON -- S.T.E.P. TANK r7 ALTERNATE SITE / I II C;,TH�11o1 I�ZABEL AEROCELL o° i UNIT I P I I I I J �L/ 2� IL�i L NEW DRAINFIELD / / Q GARNESS ENGINEERING GROUP, Ltd. p * T CONSULTANTS & GENERAL p ................. ........... '=I L Wm xao. su,[ 101 • Nila AL Nc (9070 -azw • wmsne ....w WM�w. PREPARED FOR: PHONE NUMBER: PAGE NUMBER: .......••• JOHN THOMSON 907-240-20202 OF 3 Q f y arness: LEGAL DESCRIPTION: DRAWN BY: �OD°P, CE -7953 ••'`�/ k Al TABLELAND S/D; LOT 7, BLOCK 7, B.F.M. �Q oa' e2 LIo •��o4v TYPE OF WORK: DATE: 4�QOO fees SW AS—BUILT FOR NEW SEPTIC SYSTEM 12/12/2005 (Rev. 01105) TOP OF TANK AT INLET - 87.7 INVERT OF BUNG AT INLET – 87.20 ODLbr IN, R NG'�OF 20 6TO ACH1LAND EEDING TO BE ENE MINIMUM COVER. FINAL GRADE = TOP OF SAND FILTER = 98.84 BOTTOM OF SY = 93.83-94.33 FINAL GRADE = 92.43 ST2 MH ✓/ EW 1500 GALL S.T.E.P. TANK FILTER PId Rjlr.1110R —TOP OF MANHOLE = 93.13 - TOP OF TANK AT OUTLET = 87.7 RELATIVE ELEVATION OF TEST HOLE – 81.83 – IT OF DISTRIBUTION LINE = 97.42 IGINAL GRADE 0 HIG POINT - 94.83-95.: H2O 0 3' BELOW ORIGINAL GRADE - i 46 GARNESS ENGINEERING GROUP, Ltd. p *-/): 4 CONSULTANTS & GENERAL CONTRACTORS o• • • 1 E N00R ROM). SOME 101 + MMM4K MC 99507 • FHONE (907)=f IW • FAC (007)00S-SNO tYFB511E: mgmr•9pn•m9.mm REPARED FOR: PHONE NUMBER: PAGE NUMBER: JOHN THOMSON (907) 240-2020 3 OF 3 0 J nP GAL DESCRIPTION: DRAWN BY: V0� '• D o A0 P LE TABLELAND SUBDIVISION, LOT 7, BLOCK 7B.F.M. "t (Rev. 01105) •.r . >f ...... ........ Garn ss: S: 44` TYPE OF WORK: DETAIL FOR PROPOSED DRAINFIELD Z S 2005 (Rev. 01105) •.r . >f ...... ........ Garn ss: S: Jan 27 06 10:03a r.l Jan 27 2006 10:04AM Rising Sen Electric, Inc. 622-6777 r.l 2j51ng .son Qectric. Inc. .lam 0916 \Vocaand Drive Eagle River, AIC 99577 (907)622 -6/ - January 27, 2006 C&T Construction John Thomson 17343 Santa Maria Eagle River, AK 99577 FAX (907) 696-5072 Re: Lot 7 Block 7 Tableland Dear John: The lift station at the above referenced property has been wired in accordance with NEC and State/%ocal codes. . Thank you. Sincerely, Kevin S. Hombuckle, Owner Administrator license Number 1284 Specialty Contractor License Number 27285 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 PERMIT Initial Date Issued: Jun 02, 2005 Expiration Date: Jun 02, 2006 Permit Number: SWO50155 Parcel ID: 051.801-39 Legal Description: THE TABLELANDS SUBDIVISION BLOCK 7 LOT 7 Design Engineer: 0855 Gayness Engineering Group, LTD Owner Name: JOHN THOMSON Owner Address: NHN FALLOW CIRCLE CHUGIAK , AK 99567 - Site Address: NHN FALLOW CIRCLE Lot Size: 43361 SO. FT. Total Bedrooms: 3 Permit Bedrooms: 3 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 specked 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. 5. The following special provisions. a.) The upper six inches of the mound absorption field shall consist of topsoil and be vegetated sufficiently to prevent erosion. Received By: l Date: Municipality of Anchorage Development Services Department Building Safety Division -- On -Site Water & Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519.6650 www.cl.anchorage.ek.us (907)343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. 051- Ml- _Vq Permit Number Property owner(s) JOHN THOMSON Day phone 240-2020 Mailing address (1) 17343 SANTA MARIA DRIVE • EAGLE RIVER, AK. Mailing address (2) Zip Code 99577 "({1E Legal description (Lot, Block & Sub'd.) _ — LOT 7. BLOCK 7: TABLELANDS SUBDIVISION Legal description (Section, Township & Range) N/A Lot Size L 3. z4X I Acre q.Ft. Number of Bedrooms 3 r1191M:j;1I!LAY[161111>3i•I. Sewer Only 0 Well Only ❑ Sewer and Well ❑ Water Storage ❑ Sewer Upgrade ❑ THIS PROPERTY CONTAINS: Hot Tub ❑ Jacuzzi ❑ Swimming Pool ❑ Water Softening Unit ❑ Therapy Pool ❑ certify that the above Information Is correct. I further certify that this application is being made fora Single Family Dwelling and is in accordance with applicable Municipal codes. GARNESS ENGINEERING GROUP, Ltd. 06 Permit FeesX\441 Cl) Date of Payment: Receipt Number: (D r�il� lAM Waiver Fees - Date of Payment: Receipt Number. GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS May 25, 2005 Municipality of Anchorage Development Service Department On -Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, Ak 99519-6650 (907)343-7904 Ref: Proposed Septic System for Tableland Subdivision; Lot 7, Block 7, To whom it may concern: Your department issued a permit for the referenced property on 4/23/2004. The permit expired on 4/23/2005. On 5/10/2005 we took a groundwater reading in test hole 314, and found the liquid level at 3 feet below original gmde. We have redesigned the septic system and are proposing that a new 1500 gallon S.T.E.P. tank, a MOA approved recirculating trickling filter (sized for 3 bedrooms), and a 5 -wide trench type drainfield be installed. Due to high groundwater we also propose that 2.5 feet of MOA approved sand filter be installed. The drainfield will be designed around the 30 foot radius of test hole ii4. Comments regarding the design are summarized as follows: 1. SOILS: See the attached logs which shows 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 waters within 100 feet of the proposed septic system 4. TOPOGRAPHY: As can be seen on the attached design drawing the average area around the proposed drainfields is relatively flat. In short, there are no slope concerns. 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 you for your assistance. .E., M.S. NOTE. -Attached is a site plan drawing, a design drawing, one soil log, which are all part of the design package for this septic system. (Contact G.E.C. Ltd. for 7 page construction specification letter.) 3701 E. Tudor Road, Suite 101 • Anchorage, AK 99507 Ph: (907) 337-6179 * Fax: (907) 338-3246' Website: gamessengineering.com LOT 4. BLOCK 7; TABLELANDS S/D LOT S, BLACK 7; TABLELANDS S/D NACANn TRACT G; TABLELANDS S/D (NO CONCERN) TRACT C; TABLELANDS S/D (NO CONCERN) LOT 3, BLOCK 7; LOT 2, BLACK 7; LOT 1, BLOCK 7.- TABLELANDS ;TABLELANDS S/D TABLELANDS S/D TABLELANDS S/D / (NO CONCERN) (NO CONCERN) (NO CONCERN)// LOT 6, BLOCK 7; TABLELANDS S/D (VACANT) LOT 4, BLOCK TABLELANDS S (NO CONCERT TERNATE SFE � THjIO C 3 LOT 5, BLOCK 6: TABLELANDS S/D (NO CONCERN) PROPOSED SEPTIC / Q i / SYSTEM (SEE DESIGN / / PACE 2 OF 3) LOT 6, BLACK 6; TABLELANDS S/D (NO CONCERN) LOT 7, BLOCK 6; NOTE: ALL PROPERTIES SHOWN WILL BE SERVED BY PUBLIC WATER. LOT 6, BLACK 6; TABLELANDS S/D (NO CONCERN) TABLELANDS S/D (NO CONCERN) GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS A GENERAL CONTRACTORS PREPARED FOR: PHONENUMBER: PAGE NUMBER: JOHN THOMSON (907) 240-2020 1 OF 3 LEGAL DESCRIPTION: DRAWN BY: TABLELAND SUBDIVISION: LOT 7. BLOCK 7. R.A.L. TYPE OF WORK: DATLREVISEI SITE PLAN FOR PROPOSED SEPTIC SYSTEM 5/25/20 IM DEPTHA FOOT (REMOVAL OF 5 FEET ORGANICS) 1:50 FEET APPROVED SANG FILTER:2.5 FEET UL -0.5 FEET DON FACTOR: N/A . SO.FT.: 250 KEY BOK I lti a• (J7 •,i li'1 ••'��.r MOA APPROVED RECIRCULATING TRICKLING FILTEF (SIZED FOR 3 BEDROOMS)— PROPOSED 1500 GALLON S.T.E.P. TANK INSTALL FOUNDATION _ 11 LINE NOTE: THE NORTH LOT LINE SHALL BE FLAGGED BY A REGISTERED LAND SURVEYOR PRIOR TO CONSTRUCTION. LOT 6. BLOCK 7; TABLELANDS $/D Nth LT z yR'TH/10 ALTERNATE SITE P �=Z: C��T /q�!D ,PROPOSED DRNNFIEID / (SEE DETAIL PAGE 3 OF 3) OQO 4p / 00� / GARNESS ENGINEERING GROUP, Ltd. 4 :yt CONSULTANTS 6 GENERAL CONTRACTORS Ml L R1 p1R ■IR 101 • MCHON L Mf M • 11GWi Oor�W•1H • F111 0or]W-n" •HiQ w�,r�yrti,w O t PREPARED FOR: PHONE NUMBER: PAGE NUMBER: ......• ......•••• JOHN THOMSON 907 240-2020 2 OF 3 0I1 ey mess: LEGAL DESCRIPTION: DRAWN BY: OVO'Oi R.A. S .��D' •d�G TABLELAND SUBDIVISION; LOT 7 BLOCK 7, 0 I 60 TYPE OF WORK: DATE: QDOpofe sTo�OE SITE PLAN FOR PROPOSED SEPTIC SYSTEM 5/25/2005 JH .Qlm) THAT PERTAINS TO THIS DESIGN. OF BEDROOMS.3 OBTAIN A COPY OF THE PER DAY (GPD): 430 CONTACT GEG. PROCEEDING ROCCEEDING FORWARD RON RATE/S: 13.33 MIN./INCH WITH THIS INSTALLATION. THE ENGINEER, D APPLICATION RATE: 2.0 WELL DRILLER. CONTRACTOR AND DRAINFIEID SO.FT.: 223 PROPERTY OWNER AGREE THAT THEY HAVE READ THESE SPECIFICATIONS AND ,, n nen,,.,,_ AGREE TO ACCEPT THE TERMS AND IM DEPTHA FOOT (REMOVAL OF 5 FEET ORGANICS) 1:50 FEET APPROVED SANG FILTER:2.5 FEET UL -0.5 FEET DON FACTOR: N/A . SO.FT.: 250 KEY BOK I lti a• (J7 •,i li'1 ••'��.r MOA APPROVED RECIRCULATING TRICKLING FILTEF (SIZED FOR 3 BEDROOMS)— PROPOSED 1500 GALLON S.T.E.P. TANK INSTALL FOUNDATION _ 11 LINE NOTE: THE NORTH LOT LINE SHALL BE FLAGGED BY A REGISTERED LAND SURVEYOR PRIOR TO CONSTRUCTION. LOT 6. BLOCK 7; TABLELANDS $/D Nth LT z yR'TH/10 ALTERNATE SITE P �=Z: C��T /q�!D ,PROPOSED DRNNFIEID / (SEE DETAIL PAGE 3 OF 3) OQO 4p / 00� / GARNESS ENGINEERING GROUP, Ltd. 4 :yt CONSULTANTS 6 GENERAL CONTRACTORS Ml L R1 p1R ■IR 101 • MCHON L Mf M • 11GWi Oor�W•1H • F111 0or]W-n" •HiQ w�,r�yrti,w O t PREPARED FOR: PHONE NUMBER: PAGE NUMBER: ......• ......•••• JOHN THOMSON 907 240-2020 2 OF 3 0I1 ey mess: LEGAL DESCRIPTION: DRAWN BY: OVO'Oi R.A. S .��D' •d�G TABLELAND SUBDIVISION; LOT 7 BLOCK 7, 0 I 60 TYPE OF WORK: DATE: QDOpofe sTo�OE SITE PLAN FOR PROPOSED SEPTIC SYSTEM 5/25/2005 JH .Qlm) FROM MOA APPROVED RECIRCULATING TRICKLE FILTER SYSTEM - - _ _ - _ - O CO OMT PLYWOOD BRACING W/ VISOUEEN BARRIER MIA T INSULATION ERIC FILTER .YWOOD BRACING VISOUEEN BARRIER 1,1011:i BE LIMITED TO THE REMOVAL GARNESS ENGINEERING GROUP, Ltd.P-O CONSULTANTS 6 GENERALR CECONTACTORS 1 L TI0011 MIO, lIOR 101 • NOMOL Mf MEG) N (001)3T IN • W gorh "PREPARED FOR: PHONE NUMBER: PAGE NUMBER: JOHN THOMSON (907) 240-2020 3 OF 3 TABLELAND SUBDIVISION; LOT 7. BLOCK 7. R.A.L. : OF WORK: DATL-REVISE DETAIL FOR PROPOSED DRAINFIELD 5/25/2C (Rw. WOW) GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS& GENERAL CONTRACTORS SW -L- WM 101 . wc+ava. we 0MV • MIME (wnWv IN • Fac (007)�uw • roma w�+•va«T SOIL LOG — PERCOLATION TEST LEGAL DESCRIPTION: TABLELANDS SUBDIVISION; LOT 7, BLOCK 7, PERFORMED FOR: JOHN THOMSON DATE: 1/22/2004 (feat ---- ORGANICS jIII SM/ML w/ SOME 8GRAVEL 9 10 11 12 13 16 17 18 19 DEPTH TO GROUNDWATER DATE SEEP O 10.5' 1/22/04 09.5' 1/29/04 11.5' 4/8/04 611: — LOAM SOIL CLASSIFICATIONS 3:20 30 3 1/2- 2'3 2 1/2- 3 GW •-r 6" — 4 3:50 II1111111ML 3 3/4- 2 1/4- 5 3:50 — 11.111!11 CL 6 4:20 30 3 3/4* GC OL s9!swIIIIIIIIMH I #SP%//%CH Illlilllsm4.48. • �';•�`SC jIII SM/ML w/ SOME 8GRAVEL 9 10 11 12 13 16 17 18 19 DEPTH TO GROUNDWATER DATE SEEP O 10.5' 1/22/04 09.5' 1/29/04 11.5' 4/8/04 3' 15/10/20051 — .. r_..X .... TM#4 uw �0PY 4p / O ' / SITE PLAN ' 1'100' DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 5/20/2005 1 2:50 — 6' — 2 3:20 30 3 1/2- 2'3 2 1/2- 3 3:20 — 6" — 4 3:50 30 3 3/4- 2 1/4- 5 3:50 — 6' — 6 4:20 30 3 3/4* 2 1/40 PERCOLATION RATE 13.33 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 1.5 FT. AND 2.0 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: N YES ❑ NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: RICK LYON COMMENTS: *MAY HAVE BEEN INFLUENCED BY SNOW MELT RUNNING INTO BENCH. PERFORMED BY GEC. Ltd. I, JEFFREY A. CARNESS. CERTIFY THAT THIS WAS ERF RMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: SZ7 Alunieipali%T of Anchorage. `' LT P.O. Iks I!XX .5) - Anchorage,:\laska W ill)-riM • Tcicphonc (lN)i W—F-4111 • Fax (lN)i) 3437� � 47lNl llr.;g:nr Slncl •.lnchnmgq .\I:uku lk1507 s• er+ Waw.numLorg Mayor Mark Begich Bui]din" Safct}, Division 24 Mar 05 At> z pcfrt��� John Thomson 17343 Santa Maria Drive Eagle River, AK 99577 Subject: Expired On -Site Water and/or Wastewater Permit. Permit Number: SW040082 Legal Description: The Tablelands Block 7 Lot 7 Dear John Thomson: An On -Site Water/Wastewater Permit, number S W040082, issued by this office for a single-family system, expires on 27 April 05. This permit was valid for 365 calendar days. If this was a well permit and the well has been drilled, a well log must be sent to this office for documentation of the installation and to close the permit. If this permit was for a wastewater disposal system, an original as -built inspection report must be sent to this office for review, approval and documentation. This as -built inspection report must be signed by the licensed Professional Engineer who inspected the installation of the system. As -built inspection reports are required to be submitted within 30 days of the completion of the system. If no system was installed under this permit, and you are still planning to install a well or wastewater disposal system, a new permit must be obtained from this office. When applying for a new permit, the Tees are: $460.00 for a wastewater permit and $175.00 for a well permit. If you have any questions, please call this office at 343-7904. Sincerely, D aniel J. Roth Manager On -Site Water and Wastewater Program Enc: Copy of permit Community, Security, Prosperity MUNICIPALITY OF ANCHORAGE Development Services Department Onsite Water 6 Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ONSITE WASTEWATER DISPOSAL SYSTEM PERMIT Initial Date Issued: Apr 27, 2004 Expiration Date: Apr 27, 2005 -19 Permit Number: SW040082 *mt- y -a -r ry, Parcel ID: 051-801-W Legal Description: F1 H�1oW ertiu Design Engineer: 0041 AK Water & Wastewater Consultant Site Address: F6PERINfr6f teff DRIVE Owner Name: JOHN THOMSON Lot Size: 40000 SO. FT. Owner Address: 17343 Santa Maria Drive Total Bedrooms: 3 Permit Bedrooms: 3 Eagle River, AK 99577 - 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 specked in Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (1BAAC72 ) 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. 5. The following special provisions. THIS PROPERTY IS CURRENTLY CALLED GLENN VIEW ESTATES NORTH TRACT F BUT HAS BEEN OFFICIALLY SUBDIVIDED TO THE TABLELANDS SUBDIVISION BLOCK 7 LOT 7. Received By: Date: Issued By. /�'�'� Date: 4,1271,041 Municipality of Anchorage Development Services Department • ar j Building Safety Division Onsite Water & Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.cl.anchorage.ak.us (907)343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. Orf — 801 — 08 Property owner(s) JOHN THOMSON Mailing address (1) Ig address (2) 17343 SANTA MARIA DRIVE • EAGLE RIVER. AK. Permit Number SWi9&AV90 Day phone 240-2020 Zip Code 99577 Legal description (Lot, Block & Sub'd.) LOT 7. BLOCK 7� TABLELANDS SUBDMSION Legal description (Section, Township & Range) N/A Lot Size 41 CX Acres/Sq.Ft. Number of Bedrooms THIS APPLICATION IS FOR: Sewer Only Well Only ❑ Sewer and Well ❑ Water Storage ❑ Sewer Upgrade ❑ THIS PROPERTY CONTAINS: Hot Tub ❑ Jacuzzi ❑ Swimming Pool ❑ Water Softening Unit ❑ Therapy Pool ❑ I certify that the above information is correct. I further certify that this application is being made for a Single Family Dwelling and is in accordance with applicable Municipal codes. GARNESS ENGINEERING GROUP, Ltd. Permit Fees: 41&0 Date of Payment: gJ016N Receipt Number: of:0927 Waiver Date of Payment: Receipt Number. GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS April 19, 2004 Municipality of Anchorage Development Service Department On -Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, Ak 99519-6650 (907)343-7904 Ref: Proposed Septic System for Lot 7, Block 7; Tablelands Subdivision To whom it may concern: The proposed 3 bedroom house will be served by public water and a private septic system. We are proposing to install a 1000 gallon septic tank and dual 5 -wide trench type drainfields. One test hole was excavated on the property. The drainfields will be designed around the 30 foot radius of this test hole. Comments regarding the design are summarized as follows: 1. SOILS: See the attached log which shows the soil classifications, groundwater monitoring, and the percolation test results. It is our opinion that an application rate of 0.45 gallons/day/112 should be used. 2. TRENCH DESIGN: a. Percolation Rate: 40 minutes/inch b. Proposed Application Rate: 0.45 gallons/day/ft c. Number of Bedrooms: 3 d. Design Flow: 450 gallons per day e. Minimum Absorption Area: 1000112 f. Total Depth: 5.25 feet (maximum at any point) g. Effective Depth: 2 feet h. Width: 5 feet i. Reduction Factor: 0.70 j. Minimum Length: 140 feet total lenVh (2 @ 70 feet long each) k Effective absorption area = 1000 R 3701 E. Tudor Road, Suite 101 • Anchorage, AK 99507 Ph: (907) 337-6179 • Fax: (907) 338-3246 • Website: gamessengineering.com 3. SURFACE WATERS: There are no surface waters within 100 feet of the proposed septic system. 4. TOPOGRAPHY: The area around the proposed drainfields is relatively flat. In short, there are no slope concerns. 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 you for your nvzktance_ E., M.S. NOTE: A site plan drawing, a design drawing, a soil log, and a 7 page construction specification letter which are all part of the design package for this septic system. 3701 E. Tudor Road, Suite 101 • Anchorage, AK 99507 Ph: (907) 337-6179' Fax: (907) 338-3246' Website: gamessengineering.com / / LOT 4, BLOCK 7; TABLELANDS S/D LOT S. BLOCK 7; TABLELANDS S/D LOT 3, BLOCK 7; TABLELANDS S/D PROPOSED SEPTIC \C( SYSTEM (SEE DESIC PACE 2 OF 2)— TRACT C; TABLELANDS S/D TRACT C; TABLELANDS S/D / / / / NOTE: ALL PROPERTIES SHOWN WILL BE SERVED BY PUBLIC ' WATER. / / r LOT 2, BLOCK 7; TABLELANDS S/D LOT 6, BLOCK 7; TABLELANDS S/D / SITE / I / LOT 1, BLOCK 7; TABLELANDS S/D / r / LOT 4, BLOCK TABLELANDS S LOT S. BLOCK 6; TABLELANDS S/D LOT 6, BLOCK 6; TABLELANDS S/D LOT 7, BLOCK 6; TABLELANDS S/D /' \ //"/, /LOT 8, BLOCK 6; TABLELANDS S/D / 4/1 GARNESS ENGINEERING GROUP, Ltd. SCALE: F � � 4 .''•� CONSULTANTS& GENERAL CONTRACTORS 1" 100, %7m i nN onen anTe lel • AWNADef.0 AK 00m7 • PWQP ronn\v_eno • rex room m.'If I — uff JOHN THOMSON 240-2020 LL DESCRIPnON: TABLELANDS SUBDVIOVISION; LOT 7, BLOCK 7, OF WORK: SITE PLAN FOR PROPOSED SEPTIC SYSTEM 1 OF 2 7953 ' PROPOSED DRAINFEILDS. EXCAVATE / INSTALL FLOW TWO TRENCHES THAT ARE 5.25 FEET SPLITTER DEEP MAXIMUM AT ANY POINT BY 5 I FEET WIDE BY 70 FEET LONG (140 ' FEET TOTAL LENGTH). ADD 2 FEET / INSTALL DOUBLE CLE/WOUTS OF CLEAN, WASHED SEWER I DRAINROCK. PROPOSED 1000 CSI— 010 ICALLON SEPTIC TANK er•---- — / INSTALL FOUNDATION — T7 J CLEANOUTKEYBOX ------------ •P`1 ALTERNATE SITE WILL / \•`•,T REQUIRE USE OF ADVANTDC SYSTEM. I I I ROPOSED LOCATION / OF WATER / SERVICE LINE / / / V / NOTE: THE CONTRACTOR SHALL / y/ HAVE THE NORTH LOT LINE FLAGGED BY A REGISTERED LAN SURVEYOR PRIOR TO / CONSTRUCTION. NOTE: DEPENDING OF THE ELEVATION OF THE HOUSE, A GRINDER PUMP OR A LIFT STATION MAY BE REQUIRED. DATE: r4/19/2004 o(��OF 0�0 _.6i'r. '... illll _ � n DRAWN BY:nie' P•`�/.......` ��O GARNESS ENGINEERING GROUP, Ltd, SCALE. RAL �� P' �doo CONSULTANTS B GENERAL CONTRACTORS 1" — 4O� ,,, •, ,•• .•• ,,••,,• .,••,•,� 570, F TMC0 POFD S0W. 1TF 101 • ANCMOF AR 00507 • FNONF (0011117.6170 • FAX NOMSb116— PREPARED FOR: PHONE NUMBER: PAGE NUMBER: •., Q JOHN THOMSON 240-2020 2 OF 2 Q p '• e y A. Garn ss.- 0 LEGAL DESCRIPTION: QO pJ C —7 3 •.•' `FOS TABLELANDS SUBDIVISION; LOT 7, BLOCK 7, o 0 TYPE OF WORK: ODQd Pro /eesiu�°oma DESIGN DRAWING OF PROPOSED SEPTIC SYSTEM �40000�� �odop 4 GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS E GENERAL CONTRACTORS ...... .. .. .. .... .......... 00 7101 C VATE 101 • ANDOWM M + 7 • "W -+i" • !AC (N 0 • �IIC• prrgYrYgmn SOIL LOG — PERCOLATION TEST .............. 0 LEGAL DESCRIPTION: TABLELANDS SUBDIVISION; LOT 7, BLOCK 7, DO a of a A. iness.- a PERFORMED FOR: JOHN THOMSON DATE:—1/22/2004 Q�g —7953 •' `FPO DEPT _ _ 4�O�pofeaslo�°\ (feet) df' _-- ORGANICS TEST HOLE 10 �D000��o LOAM SOIL CLASSIFICATIONS 2 s> GW ORG TH#10 3 r ascii. GP ML + J GM CL 4 GC OL - °• SW MH % 5 SP CH SM i : OH / 6 sc ' oP°y 7 SM/MLDEPTH TO DATE w/ SOME SEEP O 10.5' 1/22/04 e GRAVEL / ; 9 +9.5' 1/29/04 11.5' 4/8/04 SITE PLAN � 1'x100' 10 11 12 13 14 15 16 17 18 PERCOLATION RATE 40 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) 19 TEST RUN BETWEEN 4.5 FT. AND 5.5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: 0 YES ❑ NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: RICK LYON COMMENTS: 'MAY HAVE BEEN INFLUENCED BY SNOW MELT RUNNING INTO BENCH. PERFORMED BY GEG, Ltd. 1, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS ER ORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 2 GROUNDWATER DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 1/23/2004 1 12:17 — DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 1/23/2004 1 12:17 — 6• — 2 12:47 30 5 1 4• 3 4• 3 12:47 — 6• — 4 13:17 30 5 1 4• 3 4• 5 13:17 — 6• — 6 13:47 30 5 1 4• 3 4' OF At �p O _ — o�PF,.............-9S,4p0 GARNESS ENGINEERING GROUP, Ltd. p��r'X000 CONSULTANTS a GENERAL CONTRACTORS o 491y I L FO%% WIC 101 • MCHMWL N M 7 • N1GI[: b -11]• • AIC b N • WfaLIC p,rn�r•yte.• ,• • • • • • • • • • • • • • • • • • • • • • • SOIL LOG — PERCOLATION TEST TABLELANDS SUBDIVISION; LOT 7, BLOCK 7, 0 •. Jeffrey A. Gorness: LEGAL DESCRIPTION: QQ �� �•., CE-7953lul� • PERFORMED FOR: JOHN THOMSON DATE: 1/21/2004 04a ddO EPTORGANICS pp��D0000sAoT%o o TEST HOLE 1 LOAM SOIL CLASSIFICATIONS SITE PLAN 2,dam. 10-100, GP MLG a e s slo 1H!$ 3 GM CL z� 4 GC OL •+TH/2 • •°• o SW MH 5 '• ••• SP CH SM OH r�r� +TH11 6 SC°i 0 SM TO GROUNDWATER SEEP O 12.0' 1/21 04 +TTH110 7 DEPTH TO DATE SM/ML OQO/ e w/ SOME GRAVEL �G / 9 N11 LOCATIONS SHOWNO O AR APPROXIMA DATE READING CLOCK NET TIME WATER LEVEL NET DROP 10 11 12 13 14 15 16 17 18 PERCOLATION RATE 30 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) 19 TEST RUN BETWEEN 4.5 FT. AND 5.5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: N YES ONO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: RICH COMMENTS: * MAY HAVE BEEN INFLUENCED BY SNOW MELT RUNNING INTO BENCH. 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: 1/30/2004 10' 1/29 TIME (MINUTES) READING /04 1/22/2004 1 14:05 — TIME (MINUTES) READING (INCHES) 1/22/2004 1 14:05 — — 2 14:35 30 5" 1' 3 14:35 — 6" — 4 15:05 30 5" 1' 5 15:05 — 6" — 6 15:35 30 5" 1" Municipality of Anchorage • Development Services Department Building Safety Division \ / On -Site Water 6 Wastewater Prograin 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsfe (907) 343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL FOR A SINGLE FAMILY DWELLING Parcell.D. n6I-SOI' 3-IgqCOSA# 1. GENERAL INFORMATION Expiration Date: Jr— A ' OCL Complete legal description _TABLELANDS SUBWASION; LOT 7. BLOCK 7 Location (site address or directions) 23630 FALLOW CIRCLE, CHUGIAK AK 99567 Current Property owner(s) Mailing address Lending agency Mailing address Real Estate Agent Mailing address EDWARD P. RAGELIS Day phone 351-6381 23630 FALLOW CIRCLE, CHUGIAK AK 99567 Day phone BOB KING w/ PRUDENTIAL Day phone 16635 CENTERFIELD DR. • EAGLE RIVER, AK 99577 Unless otherwise requested, COSA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: 3 3. TYPE OF WATER SUPPLY: Individual Well ❑ Individual Water Storage ❑ Community Class Well ❑ Public Water System N 688-5464 TYPE OF WASTEWATER DISPOSAL: Individual On-site 0 Individual Holding tank ❑ Community On-site ❑ 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 INSPECTION BY ENGINEER 5. 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 Onsite Systems Approval Guidelines for this application, shows that the onsite 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 ENGINEERING GROUP, Ltd. Phone 337-6179 Address 3701 E. TUDOR ROAD, SUITE 101 • ANCHORAGE, AK 99507 Engineer's Printed Name Engineer's Comments: JEFFREY A. GARNESS, P.E. In conducting this evaluation, GEG, LID. 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 opera tionet 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 other person or party Is not authorized, nor will It confer any legal right whatsoever. Date 4/9/0-7 Attachments: COSA Checklist Septic System Advisory Well Flow Advisory Nitrate Advisory Arsenic Advisory Maintenance Agreements Supplemental Engineer's Reort Other By. .�_� �.�� Original Certificate Date: (Rw. I Ift) Municipality of Anchorage • Development Services Department Building Safety Division On-Sse Water & Wastewater Program 4700 Bregaw Sheet P.O. Baa 196850 Anchorage, AK 99519-6850 www.muni.orglonsits (907)343.7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST Legal Description: TABLELANDS SUBDIVISION; LOT 7, BLOCK 7 Parcel A. WELL DATA Well type If A, B, or C provide PWSIDN Date completed Sanitary seal (YIN Total depth Cased to ft. FROM WELL LOG Date of test Static water level ft. Well production g.p.m. WATER SAMPLE RESULTS: Coliform colonies/100 ml. Nitrate mg./L. Well property Protected (YIN) Casing height (above ground) in. AT INSPECTION of sample: Collected by: ft. g.p.m. B. SEPTICIHOLDING TANK DATA � °"' tG I 4%F_J-t0CF_ t-(_ Sys 7 Gih Tank Type/Material GREER / STEEL Date installed 11/7/2005 Tank size 1500 gal. Number of Compartments E Cleanouts (YIN) YES Foundation cleanout (YIN) YES Depression over tank (YIN) NO High water alarm (YIN) YES Date of pumping 4/2/2007 Pumper SANITARY PUMPERS C. ABSORPTION FIELD DATA rim Date installed 11/7/2005 Soil rating .p.d. ft%bdrm) 2_0 System type 5 WIDE Length 50 ft. Width 5 ft. Gravel below pipe 0.5+ ft. Total depth *2.81-3.1 >ft. Eff. absorption area 205 ft' Monitoring tube YES Depression over field NO Date of adequacy test NEW Results (Pass/Fail) PASS For 3 bedrooms Fluid depth in absorption field before test = in. Water added =gal. New depth =in. Elapsed Time: = min. Final fluid depth = in. Absorption rate >= 450+ g.p,d, Any rejuvenation treatment (past 12 mo.) (YIN & type) NONE KNOWN If yes, give date D. LIFT STATION Date installed 11/7/2005 Size in gallons 1500 Manhole/Access (Y/N) YES "Pump on" level at TIMER in. "Pump ofr level atJ tf1..on. High water alarm level at 49 In. Datum BOTTOM OF TANK Cycles tested NEW Meets alarm & circuit requirements? YES E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tankllt t station on lot Absorption field on Public sewer main Sewer /septic service areas On adjacent lots On adjacent sewer manhole/cleanout Holding tank Manure/animal excrete storage areas SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation 5'+ Property line 5'+ Absorption field 5'+ Water main 10'+ Water service line 10'+ Surface water 100'+ Wells on adjacent lots 200'+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line 10'+ Building foundation 10'+ Water main 10'+ Water service line 10'+ Surface water 100'+ Driveway, parking/vehicle storage 10'+ Curtain drain NONE KNOWN Wells on adjacent lots 200'+ F. COMMENTS G. ENGINEER'S CERTIFICATION ,K� `!.'. I certify that I have determined through field inspections and 4� IH / review of Municipal records that the above systems are in conformance with MOA COSA guidelines in effect on this date. y mess:' Engineer's Printedame JEFFREY A. GARNESS �� ' , CE -79 3 �� .�'.y I3o Date �„_ n,,,._--'^°° COSA Fee S 1-/' 20. U 0 Date of Payment — C 7 Receipt Number G h (Rev. 12101) Waiver Fee $ Date of Payment Receipt Number ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT MEMORANDUM OF UNDERSTANDING BETWEEN MUNICIPALITAOF ANCHORAGE AND,- THIS ND� THIS MEMORANDUM OF UNDERSTANDING made and entered into as of this a Day of of 2001 by and betwee5 Z t.4 i 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 TREATNIENT SYSTEAIS. Municipality grants permission to Owner to utilize and operate an Advanced Wastewater Treatment System (AW WTS), described as Aero etu, located at � e�,t�1� 1�1 t�f QJ oy 0_ , 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 AW WTS 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 Systcros Approval. An approval by the Municipality of existing water and wastewater disposal systems given at the time of property sale and title transfer in accordance with AMC 15.65. These approvals certify that the systems are adequate for the homes that they support and meet the codes that were in place at the time of system construction. C. Damage. Any man-made or natural change in a system that would inhibit the system from performing as designed. D. Maintenance and Repair. The scheduled and as needed replacement of existing parts, components and pieces of an AW WTS that were included in the original design which would allow the AW WTS to continue to perform as designed. E. Permit (Construction) An On -Site Wastewater Disposal System Construction Permit as defined by AMC 15.65. F. Permit (Operating) An Advanced Wastewater Treatment System Operating Permit. An annual permit, issued by the Municipality, that allows the Owner to operate an AW WTS, 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 ofi4 ($�L.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 The term begins on the date of approval by the Municipality of the installed system and shall continue while the AWWTS system is in use or operational or until the property is sold or title is transferred by owner and a new certificate of On -Site approval is issued to the new owner or transferee of the property. 5. Alterations, installation and Removal of Additional Equipment. Owner agrees not to make any alterations, removal of parts or additions to the AWWTS without a Construction Permit from the Municipality. 6. Maintenance and Repairs. A. Throughout the term of this Memorandum of Understanding, the Owner shall maintain AWWTS in good repair. In addition, it shall be the responsibility of the Owner during the term of this Memorandum of Understanding, and any extensions or renewals thereof, at the owner's sole expense, to pay for any and all: (1) repair(s), (2) maintenance, (3) adjustment(s), (4) replacement costs, and (5) inspection costs. Further, Owner agrees to comply will all applicable ordinance, laws, regulations, rules and orders for the AWWTS. B. Owner agrees to provide the Municipality a written schedule of routine maintenance and repairs which have been performed on the system pursuant to the terms and conditions contained in the Owner's AWWTS Operating Permit. This schedule shall be submitted to the Municipality annually upon the renewal of the permit. The schedule of maintenance and repair contained in the Owner's AWWTS Operating Permit is: 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 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 AWWTS is the governing professional guidelines for the construction, maintenance and repair of the Owner's AWWTS. 7. Nonwaiver. The failure of either party at any time to enforce a provision of this Memorandum of Understanding shall in no way constitute a waiver of the provisions, nor in any way effect the validity of the Memorandum of Understanding or any part hereof, or the right of such party thereafter to enforce each and every provision hereof 8. Amendment. A. This Memorandum of Understanding shall only be amended, modified or changed by a writing, executed by authorized representatives of the parties, with the same formality of this Memorandum of Understanding was executed and such writing shall be attached to this Memorandum of Understanding as an amendment. B. For the purposes of any amendment modification or change to the terms and conditions of this contract, the only authorized representatives of the parties are: Owner: 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: / By:� Date:.... STATE OF ALASKA THIRD JUDICIAL DISTRICT )MUNICIPALITY: By: Title: Date: ) ss. The foregoing o trument -*%A, acknowledged before me this a day of 20PJby.j2Y& tu,4l 'Gc QIP-�'-� fARY PUBLIC FO12 Commission expires: �. ' Municipality of Anchorage Development Services Departmentji Building Safety Division('� On -Site Water & Wastewater Program �^ 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519.6650 N fe oN0 r r t oN„`A www.muni.orglonsite O Obit (907) 343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. flrl— a Q/ -- -- COSA# 0 D 3 1. GENERAL INFORMATION Expiration Date: — .2 Complete legal description TABLELANDS SUBDIVISION- LOT 7 BLOCK 7 Location (site address or directions) NHN FALLOW CIRCLE CHUGIAK AK 99567 Current Property owner(s) Mailing address Lending agency Mailing address Real Estate Agent Mailing address JOHN THOMSON Day phone 907 240-2020 17343 SANTA MARIA DRIVE EAGLE RIVER AK 99577 Unless otherwise requested, COSA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: 3 Day phone Day phone 3. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well ❑ Individual On-site N Individual Water Storage ❑ Individual Holding tank ❑ Community Class Well ❑ Community On-site ❑ Public Water System N 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 INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based on procedures outlined in the Certificate of On -Site Systems Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the Information obtained from the Municipality of Anchorage riles and from my investigation and dable Municipal the on-site water supply and/or wastewater disposal system is(are) in compliance with all app ' P and State codes, ordinances, and regulations in effect at the time of installation. Name of Firm GARNESS ENGINEERING GROUP. Ltd. Address 3701 E. TUDOR ROAD. SUITE 101 • ANCHORAGE, AK 99507 Engineer's Printed Name JEFFREY A. GARNESS. P.E. Engineer's Comments: In conducting this evaluation, GEG, 00. attempted to provide a thorough, conscientious engineering analysis of the system to accordance with ADEC and MOA DSD Guidelines 6 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 otherperson or party is not authorized, nor wilt it confer any legal right whatsoever. 5. DSD SIGNATURE __Z Approved for 3 bedrooms. Disapproved. Conditional approval for bedrooms, with the filowing Attachments: COSA Checklist Septic System Advisory Well Flow Advisory Nitrate Advisory Phone 337-6179 Date i z -`' I D6 Arsenic Advisory Maintenance Agreements Supplemental Engineer's Reort Other rey A. aCmC99;•••• CE -7953 12 7- ° opo OF •' „•.'yob ON-SITE •• ' WATERAND WASTEWATER PROGRAM O• By: Original Certificate Date: /— 2-07 - (rt.,. IM) Municipality of Anchorage ' Development Services Department } Building Safety Division On-Site Water & Wastewater Program ' • ` 4700 Bragaw Stneet P.O. Box 1966W Anchorage, AK 995198650 www.mteni.org/onsite (907)343.7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST Legal Description: TABLELANDS SUBDIVISION,• LOT 7 BLOCK 7 Parcel ID: A. WELL DATA Well If A, B, or C provide PWSIO# _ Well Log Date completed Sanitary seal (Y/N fres properly protected (YM) Total depth Cased to ft. Casing height (above ground) in. FROM WELL LOG AT INSPECTION Date of test Static water level ft. ft. Well production m g.p.m. WATER SAMPLE RESULTS: Coliform oolonies/100 ml. Nitrate mgR.colonies/100 ml. Arsenic: Date of sample: Collected by: B. SEPTICIHOLDING TANK DATA Tank Type/Materlal GREER / STEEL Date installed _ 11/7/2005 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) YES Date of pumping NEW Pumper C. ABSORPTION FIELD DATA Date installed 11/7/2005 Soil rating .p.d. 0Wrm) 2_0 System type 5 WIDE Length 50 ft, Width 5 ft. Gravel below pipe 0.5+ ft, Total depth 02.81-3.11ft. Eft. absorption area 205 ft' Monitoring tube YES Depression over field NO Date of adequacy test NEW Results (Pass/Fall) PASS For 3 bedrooms Fluid depth in absorption field before test = in. Water added =gal. New depth =in. Elapsed Time: = min. Fatal fluid depth = in. Absorption rate >= 450+ g,p,d, Any rejuvenation treatment (past 12 mo.) (Y/N & type) NONE KNOWN If yes, give data - D. LIFT STATION Date installed 11 /7/2005 "Pump on" level at TIMERin. Datum BOTTOM Of TANK E. SEPARATION DISTANCES Size in gallons 1500 Manhole/Access (Y/N) YFS "Pump off" level at INOn. High water alar level at —�• Cycles tad NEW Meets alar 8 circuit requirements? YES — SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tanklllR station on W Absorption field on lot Public sewer main Sewer /septic service On adjacent lots On sewer manhole/deanout Holding tank Anin)nment areas Manure/animal excrete storage areas SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation 5'+ Properly tine 5'+ Absorption Heid 5'+ Water main 10'+ Water service line 10'+ Surface water 100'+ Wells on adjacent lots 200'+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line 10'+ Building foundation 10'+ Water main 10'+ Water service line 10'+ Surface water 100'+ Driveway. parking/vehide storage 10'+ Curtain drain NONE KNOWN Wells on adjacent lots 200'+ F. COMMENTS 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 COSH guidelines in effect on this date. Engineer's Printed Mame JEFFREY A. GARNESS Date IZ�Z�i /oL COSA Fee Date of Payment Receipt Number (Rev. 12/01) Waiver Fee $ Date of Payment Receipt Number GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS December 28, 2006 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: Release of Conditional COSA for: Tablelands S/D, Lot 7, Block 7 To whom it may concern: The drainfield was installed on 7/7/05 and the tank was installed on 11/7/05. We noted that the new drainfield needed to be top soiled and seeded in the spring of 2006. The drainfield was topsoiled and seeded in the spring/summer of 2006. We are requesting that you release the Conditional COSA. P.E., M.S. 3701 E. Tudor Road, Suite 101 • Anchorage, AK 99507-1259 Ph: (907) 337-6179 • Fax: (907) 338-3246 • Website: www.gamessengincering.com Municipality of Anchorage ' Development Services Department Building Safety Division On -Site Water& Wastewater Program 4700 South Bragaw SL P.O. Box 196650 Anchorage, AK 995196650 www.ci.anchorage.ak.us (907 343-7904 CERTIFICATE OF ON-6ITE SYSTEMS APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. t61 - 91 '-23e1 1. GENERAL INFORMATION COSA# 6UM,*� Expiration Date: ( /1_ Complete legal description 1- Location Location (site address or directions) FALLOW CIRCLE, CHUGIAK AK 99567 Current Property owner(s) Mailing address Lending agency Mailing address Real Estate Agent Mailing address JOHN THOMSON Day phone 907 240-2020 17343 SANTA MARIA DRIVE, EAGLE RIVER, AK 99577 EVA LOKEN w/PRUDENTIAL VISTA Day phone Day phone 907 689-6476 16635 CENTERFIELD DRIVE, EAGLE RIVER, AK 99577 Unless otherwise requested, COSA will be held by DSD for pickup. I CONDITIONAL COSH 2. NUMBER OF BEDROOMS: 3. TYPE OF WATER SUPPLY: Individual Well Individual Water Storage Community Class Weil Public Water System 3 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. TYPE OF WASTEWATER DISPOSAL: ❑ Individual On-site 0 ❑ Individual Holding tank ❑ ❑ Community On-site ❑ 0 Public Sewer Cl 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 INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my Investigation, based on procedures outlined in the Certificate of On -Site Systems Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is(are) safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage tiles 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 ENGINEERING GROUP, Ltd. Phone 337-6179 Address 3701 E. TUDOR ROAD, SURE 101 • ANCHORAGE, AK 99507 Engineer's Printed Name JEFFREY A. GARNESS, P.E. Date ;1 Engineer's Comments: In conducting this evaluation, GEG, LID. attempted to provide a thorough, conscientious engineering analysis of the system In accordance with ADEC and MOA DSD Guidelines 6 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, groundwaterlevels that may fluctuate during the year, and the wafer 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 other person or party Is not authorized, nor will it confer any legal right whatsoever. 5. DSD SIGNATURE Approved for bedrooms. ,.. (eUf ey es IV 77 Disapproved. Conditional approval for '-:41 bedrooms, with the Blowing stipulations: to be placed in escrow at the time of closing for 1.5 the bid amount plus re -inspection fee for top soiling and ting the mound absorption field in accordance—with AMC IS not be released from escrow until the On -Site Water & Cbn,p\"%A bA U115101000 . Attachments: COSA Checklist Septic System Advisory Well Flow Advisory Nitrate Advisory Arsenic Advisory Manitenance Agreements Supplemental Engineer's Reort Other By: 1=1� �� Original Certificate Date: (Rw.11101) 1: ON SITE • ;t • WATERAND WASTEWAT� S • PROGRAM Municipality of Anchorage Development Services Department Building Safety Division On.Slte water & Wastewater Program 4700 SaN1 Bragew St. P.O. Box 196650 Anchorage, AK 99519 -WW www.d.anchorage.sk.us (907) 3437904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST Legal Description:::rhWTABLEIANDS S/D• LOT 7 BLOCK 7 Parcel ID: A51 RC1i �. 39 A. WELL DATA Well type If A, B, or C provide PWSIDX Date completed Sanitary seal (YIN Total depth R• FROM WELL LOG Date of test Static water level R• Well production 9 -P.M. WATER SAMPLE RESULTS: Coliform colonies/100 ml. Nitrate B. SEPTICIHOLDING TANK DATA Well property protected (Y/N) Casing height (above ground) in. AT INSPECTION of sample: Collected by: ft. g.p.m. =cokmies/100 mi. Tank Type/Material GREER / STEEL Date installed 11/7/2005 YIN Tank size 1500 gal. Number of Compartments Cleanouts — (YIN) YES Foundation deanout (YIN) YES Depression over tank (Y/N) NO High water alarm (YIN) YES Date of pumping NEW Pumper C. ABSORPTION FIELD DATA PRELOW Date installed t 1/Z/2005 Soil rating .p.d. r ft'Ibdrm) 2_0 System type 5 WIDE Length ft. Width 5 ft. Gravel below pipe 0.5+ ft. Total depth 02.81-3.1 'ft. Eff. absorption area 205 ft' Monitoring tube YES Depression over field NO Date of adequacy test NEW Results (Pass/Fad) PAS Forbedrooms Fluid depth in absorption field before test = in. Water added =gal. New depth = in. Elapsed Time: = min. Final fluid depth = in. Absorption rate >= 450+ g.p.d. Any rejuvenation treatment (past 12 mo.) (YM & type) NONE KNOWN If yes, give date — D. LIFT STATION Date installed 11/7/2005 Size in gallons 1500 Manhde/Aocess (YIN) YES "Pump on" level at TIMERin. "Pump off" level at T1) on. High water alar level at 49 in. Datum BOTTOM OF TANK Cycles tested NEW Meets alar & circuit requirements? YES E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lift station on lot Absorption field on lot Public sewer main Sewer /septic service areas On adjacent lots On adjacent sewer manhole/cleanout Holding tank ManurWanimal excrete storage areas SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation 5'+ Property line 5'+ Absorption field 5'+ Water main 10'+ Water service line 10'+ Surface water 100'+ Wells on adjacent lots 200'+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line 10'+ Building foundation 10'+ Water main 10'+ Water service line 10'+ Surface water 100'+ Driveway, parking/vehide storage 10'+ Curtain drain NONE KNOWN Wells on adjacent lots 200'+ F. COMMENTS CONDITIONAL COSA: NEEDS TO BE TOP SOILED AND SEEDED IN SPRING OF 2006. G. ENGINEER'S I certify that I have determined through field inspections and a !• 1 '. review of Municipal records that the above systems are in conformance with MOA COSA guidelines in effect on this date. re r A. Gorness: Engineer's Printed Name JEFFREY A. GARNESS CQ— 53 .•' 31. o%. •�^ate Date C�rlclrb�erloti `�wdr� COSH Fee S K7-� s Ido""+ 1-15.°o Waiver Fee $ Date of Payment VA 7_ _ EXP Date of Payment Receipt Number D.J 14uq JAM Receipt Number (Rev. 12/01) N 01-26.06 ll ■ ■ ■0 ■■ 16:24 FROWPudentlal Jack White Eagle River 90TSB96199 T-630 P.001/001 F-019 .U' r brKAKU & AJSUGIAlhs LAND SURVEYING 694-0829 1 HERESY CERTIFY -THAT I HAVE SURVEYED THE SCALA FOLLOWING DESCRIBED PROPERTY,OF A(��� r//� r.�e��G9H�l rill tor? �f�7 DATE: i ....... •9 AND THAT NO ENCROACHMENTS 61ST EXCEPT AS /%�� �P.•' S,f INDICATED. IT IS THE RESPONSIBILITY OF THE OWNER TO DETERMINE THE EXISTENCE OF ANY GRID:""' ••• �• •••/ EASEMENTS, COVENANTS, OR RESTRICTIONS �'wisr9 I ••• '! -d■' WHICH DO NOT APPEAR ONTHE RECORDED SUBDI- t.... ...i VISION PLAT. UNDER NO CIRCUMSTANCES SHOULD FB: Inc'•, LS 6918 ANY DATA HEREON BE USED FOR CONSTRUCTION ••' 'iii OF FENCE LINES, OR FOR ESTABLISHING BOUND- kit • �—� ARY LINES. DRA NI f het ys4� 01/27/2006 15:11 FAX 907 222 8890 JD MECHEM �,��S1�.eIZrt1�.�. F MCD 1";Z T Af r LLC: The Best People Make The Best Company J.D. Mechem - Loan Originator 907-222-8827 - 907-222-8801 Fax —1-866-880-8827 Toll Free mecherrid@residentiaimtg.com January 27, 2006 To Whom It May Concern: 8002 Residential Mortgage will be holding $2,856.25, which is 1.5 times the amount of the bid received plus $100.00 for a reinspection fee, In escrow for top soil and Hydroseeding of the septic mound system located at Lot 7 Block 7 Tablelands Subdivision. We will hold this money in escrow until a final inspection has been completed and the Municipality has approved of the hydroseeding. If you have any further questions please feel free to call me. Sincerely, echem Loan Originator 907-222-8827