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SILVERWOOD HILL ESTATE LT 4
Silverwood Hill Estates Lot 4 #050-762-13 o Municipality of Anchorage Development Services Department Building Safety Division = o Wastewater Program, 4700 Bragaw St. " 15bo. �- On-Site Water & r . P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 Page 1 of 2 On-Site Wastewater Disposal System and/or Well Inspection Report Permit Number. SWO80184 PID Number: 050-762-13 Nome: WILLIAM BESSER Wastewater System: 0 New p upgrade Address: 19030 SILVERWOOD HILL DRIVE * EAGLE RIVER, AK ADSORPTION FIELD Phone: (907) 384-1988 No. of Bedrooms: 6 O Deep Trench O Shollow Trench Q Bad ClMound L1 Other LEGAL DESCRIPTION Sao ftating: Total Dopth from mal grroddo: GPD/50. Ft. Dlock: lot Subdivision: Copth to pipe bottam from orlglrwt gpth bon*eh p%pe: - 4 SILVERWOOD HILL ESTATES �_.O�N � Township: — Range: — Section: — Ra eddod above ortgtnal A e Gravel Eangtb: R R WELL: &3 New p Upgrade Grovel vidttC Humber of on=. Orslonabstv a oen llnos: FL R Clo=f,cat,on Pnvalo. A•B,C : Totol Dsp Ca"d To: Total oboorption 9 ppo metce-cl: D 3034/ F-810 Ft R so. Ft Griaor. Date DNM: Static Watcr Lovet: loot GEG, Ltd. Coto Ieata 9%22-23/2008 R 'neld:Pwnp Sot At: oozing Ho;ot ADovo Ground: �� 6 V d� CPU Ft. SEPARATION DISTANCES 13 Septic 0Holdin C3 Other* To Septic Absorption Pump Holding ublk/Prfvato tLor"fcctti9'' CoPoc`h' In ilolion= from Tonk Field Vault Tank Savor Lima Well — — — — 25'-t Walcrtol: Numbor of compodawnto: Surface Water — — — — — PUMP VAULT Lot Line — — — — — Saa In gotfom: 65anv1octVror: 'Pump on Wal or I at: water alarm at: Foundation — — — — — 11,11h Curtain Drain NONE KNOWN Pump moka t: Flootfteoi Instractlon.+ performod br. Remarks: INSTALLED A NEW 650 AEROCELE r Itii!_! -3ENCH MARK Location and Cdbc*lptlom- TREATMENT UNIT poQ BOTTOM OF SIDING ® SOUTH COKER OF HOUSE Gary 16 SDI r- CAP Pt,,p.f,EP— fop e —r-0 $ S'(t'� < �- �aun,ed t to.at «� 100.00 e, Inspections performed by: GEG Ltd. •; :. :.l• r ,. 1 bates: 1st 9/22/2008 ENGINEERS SEAL 2nd 9/23/2008 �4o�oO 3rd -- Development Services Department Approval '?: 9 .. .... Conditional approval: Date:0 / D8 .... . J f A, rn s: a�Q _e 5 t o b 5- _79P3 aO� ..10�� Q��4nofe9si0(\,\ Reviewed and approved by: Date: O0000a Conversion -,- d m a CAT +0 a CA 7 W Q "-a i (,s S� s� G(Pp roVe d $/2 yACZC ��� - Municipality of Anchorage ® ,@ Development Services Department , Building Safety Division e E t �\ 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 of 3 On-Site Wastewater Disposal System and/or Well Inspection Report Permit Plumber. SW070169 PID Number. 050-7612-13 Name:WM CONSTRUCTION, LLC Wastewater System: 0 New p Upgrade Address: 2844 N. ARABIAN LANE * PALMER, AK 99645 AES RPTION FIELD Phone: No. of Bedrooms: (907) 745-6453 4 0 Deep Trench N Shallow Trench 0 Bed 0 Mound ❑other LEGAL DESCRIPTION Soa Rating: 4.0 tpD/sq. FL Totoi Depth from m1o" grade: 1.5' TO TOP OF SAND FILTER Block: tot: Subdivision: Depth to pipe bottom from orlgind gnxk: Gravel depth hsneoth Pte: - 4 SILVERWOOD HILL ESTATES SEE DWG. FL 0.5 n. Township: Range: Section: Fa added above end Strode= Gravol 4engih: - - - SEE DWG. Ft 35 F, WELL: 0 New jQ upgrade G.nvd vwth: 5 Number of : 1 ID,*Ionc. batoowt kr.es: — rt, FL Csoevd,cat,on Prwat.. A,e.0 : PRIVATE Total Depth. 400 Coed To:t 24 Told aboo:ptlon area: 175 Poe moteew: D 3034/ F-810 n. rt. so. Ft. Driller: Date prated: Static Water La-vk awW;or. GEG, Ltd. Dote Metol : 9/24-26/2007 SULLIVAN WATER WELLS 9Z i5 05 8 FL You: Pump Sot Al: Cawing H.;ght MGv® Gro.M: TANK 1.5 CPU 377 rt 2 m SEPARATION DISTANCES MSeptic 0Holding 0S.T.E.P. 0other* To Septic Tank Absorption Field Pump vault Holding Tank ub9c/Prfiw2e sever tinea Lkmda`t`e ANCHORAGE TANK CopocJly in gallons' 1500 From well 100'+ 100'+ 100'+ - 25'+ Uot.r4o1; STEEL Number of ooff*odrnonta:2 Surface Water 100'+ 100'+ 100'+ — PUMP VAULT Lot tine 5'+ 10'+ 5'+ - - Size in gone: 500 6onutoct mve. PREMIER PLASTIC Foundation 5'+ iQ'+ 5'+ - - p on k»Vsl at UMP oft level at: Nigh valor okirm at: 1 TIMER TIMER 46" Curtain Qroin NONE KNOWN Pump aok* * w6*:Ebctrscos Def+ 1i� (Z # 14 P-T£-3o-PLus SILVA'S SERVICES Remarks: BENCH MARK t.aoouon oral Deeaspum BOTTOM OF SIDING ® SOUTH CANER OF HOUSE 100.00 Ft EG Inspections performed by: Ga Ltd.Dates: 1st 9/24/2007 ENGINEER'S BUY �,�•G�dd 2nd 9/25/2007 3rd 9/26/2007 '•�¢ 0� • Development Services Department Approval i p �? 9 0........,.. ....... .....� Conditional approval: Date: ?"` G .--?.... • • • • • • • • •p Sa L9 �QQ9. f • -7953 a�� kap oQ Reviewed and approved by:. r Date: (11ov. a�Ds) 00 rofessio� �4000� G.� NESSENGINEERING GROUP, t ' ��e -o 3V ENGINEERING, SALES , CONSULTING � _ - . Alaska Authorized Dealer June 30, 2020 Municipality of Anchorage Development Service Department On -Site Water & Wastewater Program 4700 Elmore Rd. P.O. Box 196650 Anchorage, AK 99519-6650 (907) 343-7904 Ref: Silverwood Estates S/D; Lot 4 (19030 Silverwood Hills Drive, Eagle River, AK) Memo concerning converting CAT III AWWTS to CAT 11 AWWTS septic system To whom it may concern: The permitted septic system was installed on the referenced property in 2007 and started up shortly after the installation. In 2008, an additional Aerocell unit was added to the system and the bedroom size of the home was increased from 4 -bedrooms to 6 -bedrooms. ARM Septic Services, LLC recently checked the monitoring tubes in the drainfield and found them to be dry. In order to simplify the operation and maintenance of the system, we are proposing that this unit be permanently configured as a CAT 11 system. Our justifications are as follows: The receiving soil has a percolation rate of 1.17 minutes per inch. Given this percolation rate, a 6.0 gpd/sq.ft. application rate is required for a Cat III system and a 4.0 gpd/sq.ft. application rate would be required for a Cat II system. There is 2.5+ feet of MOA filter sand below the drainrock in this drainfield. After the effluent passes through 2+ feet of MOA filter sand, the effluent should meet Cat III effluent quality levels. The residence on this property has a total of 6 bedrooms, so 150 sq./ft. of absorption area is required for CAT III effluent (900 gpd / 6.0). The existing 2007 drainfield has 175 sq./ft. of absorption area. In short, the drainfield meets the Cat III sizing requirements. At this time. we request that your department approve a CAT II configuration to be used at the referenced property. Upon your concurrence, we will have ARM Septic Service, LLC., go to the property remove the actuator from the ball valve or leave the valve in the open position, and have therpl place a CAT II sticker on the control panel. Sin '�i�r`�arnels, P.E., M.S. Pres%i% 3701 East Tudor Road, Suite 101 * Anchorage, Alaska 99507-1259 Phone: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.garnessengineering.com Municipality of Anchorage Development Services Department _ rw l 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 Page 1 of 2 On-Site Wastewater Disposal System and/or Well Inspection Report Permit Number: SWO80184 PID Number: 050-762-13 Nome: WILLIAM BESSER Wastewater System: ❑New ■Upgrade Address: 19030 SILVERWOOD HILL DRIVE is EAGLE RIVER, AK ABSORPTION FIELD Phone: No. of Bedrooms: (907) 384-1988 6 ODeep Trench OShollow Trench OBed ClMound OOther LEGAL DESCRIPTION s^ Rating; Tata wpm Dans 'ns pis.: CPD/Sa. R Block: Lot: Subdivision: — 4 SILVERWOOD HILL ESTATES D.plh to pipe bottom from wginal 9th bwwah pip.: R Township: — Range: — Section: — M aad.e oti origlna rwaw N gft R R WELL: ■ New ❑ Upgrade (invel width: Number a Ener: Distance W.. INwe: I rL R Cloeificau.n Pmal.. A.8.0: Tata D.p Cod To:(qcmcia Tata atwarya.n pig matolal: FL�. R D 3034/ F-810 aw«: Dale DNlod: static water Lwow:Net GEG, Ltd. Dole Neto 9%22-23/2008 R ywld: pomp SM AL Casing Nwol Above Grpma: TANK rru R R SEPARATION DISTANCES aseptic ClHaldin (other To Septic Absorption Pump Holding ublic/prliate Wnul ctww: Capoaty in From Tank Field Vault Tank Sewer Lines Well — — — — 25'+ Nat.rfa: of NumM Mmpxlmwr4: Surface water — — — — — PUMP VAULT Lot Une — — — — — Site N V gallons: /•G YomAxiv.r. Foundation — — — — — mp on a 1 al: Nph Mw Dorm a: Curtain Drain NONE KNOWN pwnp Nage I: Eleebloa lnev lons Warmed by: Remarks: INSTALLED A NEW 650 AEROCELE (,l. r�'l'i 'BENCHMARK Loaatian and owalpt . TREATMENT UNIT pop BOTTOM OF SIDING ® SOUTH CONER OF HOUSE ( L S01j_ CAP Dr pJE.A— —rVF— I 1 Ei.a m 100.00 R • -• : �'" Inspections performed by: GEG, Ltd. Dates: 1st+_ 9/22/2008 ENGINEER'S SEAL 2nd 9/23/2008OF 4�0�000 ...... .. 3rd — Development Services Department Approval v� 0 0 Conditional approval: Date: O / 08 . . ... ..... .....J G e t o 6 ' S- oO f A.... rn s.: Q Q —79,53 0p� �0'dcro�3 rofesston (� /A / Reviewed and approved by: /� Date:—��'�/lJ� (Rev. 4/06) (( c� 0 �400�p0o PcwnA�;RA AS -BUILT DRAWING P050 -762-13 NEW 650 AEROCELL TREAAIENT UNR-\ EXISTING 1500 GALLON0000 SEPTIC TANK EXISTING AEROCELL TREATMENT UNIT - EXISTING 500 GALLON FAT ALBERT aPOWW&POD2 \%-JANDY VALVE \ `EXISTING DRAINFEILD GARNESS ENGINEERING GROUP, Ltd. 4 :�¢ CONSULTANTS 3 GENERAL CONTRACTORS ����—'_�'®"•'e•"' "".. .. )M L itApt "MD. 5m tot • t"CI O"L W t 7 • RK•L "Or' f" • rK (90rMRM • �091L ....,.�••d^�a•�^ PREPARED FOR: PHONE NUMBER: PAGE NUMBER: • • """ """"""' WILLIAM BESSER 384-1988 2 OF 2 QQ o ftr A Gayness: CE -795n3 LEGAL DESCRIPTION: DRAWN K•D.M. �� f'eI �`.3 .R8• (•9p� SILVERWOOD HILL ESTATES, LOT 4 pp ^ed prof /a10'\0\ rYPE OF WORK: �T10/3/2008 4��40000�Q AS -BUILT DRAWING (Rm.01/05) GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS r- ,. June 26, 2009 Municipality of Anchorage Development Service Department Building Safety Division On -Site Water & Wastewater Program P.O. Box 196650 Anchorage, Alaska 99519-6650 (907)343-7904 Ref: Silverwood Hill Estates Subdivision; Lot 4. To whom it may concern: GEG, Ltd. Made a site inspection on 6/10/2009 to the subject property. Topsoil and seeding was observed over the septic area and drainfield. The drainfield was insulated and had acceptable soil cover. If you have any questions, please contact us at 337-6179. Thank you for your assistance. Sincerely, 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 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 Upgrade Date Issued: Sep 04, 2008 Expiration Date: Sep 04, 2009 Permit Number: SWO80184 Parcel ID: 050-762-13 Legal Description: SILVERWOOD HILL ESTATES SUBDIVISION LOT 4 Design Engineer: 0855 GARNESS ENGINEERING GROUF Site Address: 18306 PARKVIEW TERRACE LOOP Owner Name: WILLIAM BESSER Lot Size: 218372 SO. FT. Owner Address: 19030 SILVERWOOD HILL DRIVE Total Bedrooms: 6 Permit Bedrooms: 6 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 specified in Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations ( 18AAC72 ) and Drinking Water Regulations ( 18AAC80 ). 3, The engineer must notify DSD at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 ( 24 hours ). ( Not required for a Water Supply Permit only). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. Received By: Issued By: Date: Date: -� Municipality of Anchorage • -Y Development Services Department Building Safety Division , On -Site Water & Wastewater Program 4700 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. 050^ 4& R-13 Property owner(s) COL WILLIAM BESSER Day phone 384-1988 Mailing address 19030 SILVERWOOD HILL DRIVE * EAGLE RIVER- AK Site address Zip Code 99577 Legal description (Sub'd, Block & Lot ) SILVERWOOD HILL ESTATES. LOT 4 Legal description (Township, Section & Range) N/A Lot Size a 1$t3� Sq.Ft. THIS APPLICATION IS FOR (® all that apply): Absorption Field ❑ 4K Septic Tank Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage ❑ Number of Bedrooms 6 THIS APPLICATION IS AN: Initial ❑ Upgrade Renewal ❑ AOo�:Zora CF QUANjkLS A o�GEL1_ Pon. 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/Rush Fees: u'( (or n D Date of Payment: V Receipt Number: (R". n/o5) Waiver Date of Payment: Receipt Number: GARNESS ENGINEERING GROUP, Ltd. -- CONSULTANTS & GENERAL CONTRACTORS =- - -= r 7-7 - - August 19, 2008 Municipality of Anchorage Development Service Department Building Safety Division On -Site Water & Wastewater Program 4700 Bragraw Street P.O. Box 196650 Anchorage, Alaska 99519-6650 Ref: Bedroom Upgrade for Lot 4, Silverwood 11111 Estates To whom it may concern: A documented 1500 -gallon septic tank with a 650 Aerocell pod, currently serves the existing 4 - bedroom house. Per the homeowner's request, we are upgrading it for a 4 bedroom to a 6 bedroom. We are proposing to add another 650 Aerocell pod to be installed in accordance with the Municipal standards. There are no surface waters within 100 feet of the proposed upgrade. 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 ncsictnnee- M.S. 3701 E. Tudor Road, Suite 101 • Anchorage, AK 99507-1259 Ph: (907) 337-6179' Fax: (907) 338-3246' Website: www.gamessengincering.com PROPOSED AEROCELL TREAMENT UNIT EXISTING 1500 GALLON SEPTIC TANK--, EXISTING AEROCELL / TREAMENT UNR I EXISTING 500 \ \ I GALLON FAT ALBE \ EXISTING \ DRbWFIELD GARNESS ENGINEERING GROUP, Ltd. ...... �. �. .. _. CONSULTANTS 3 GENERAL CONTRACTORS �+�+—�^•�_ )Ml L TIOaI A A fuR 101 • MCMMGI. W M 7 • w (WYPV- 1» • IAO (907)5J0- . 1Ym91C w..,s••r.p.•�M.an PREPARED FOR: PHONE NUMBER: PACE NUMBER: 1 WILLIAM SESSER 384-1988 1 OF 1 LEGAL DESCRIPTION: DRAWN BY: SILVERWOOD HILL ESTATES, LOT 4 K.D.M. TYPE OF WORK: DATE: PROPOSED AEROGELL UNIT 8/19/200L (R. 01105( Municipality of Anchorage 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 Page 1 of 3 On -Site Wastewater Disposal System and/or Well Inspection Report Permit Number. SW070169 PID Number. 050-762-13 Name:WM CONSTRUCTION, LLC Wastewater System: ■ New ❑ Upgrode Address: 2844 N. ARABIAN LANE ' PALMER, AK 99645 ABSORPTION FIELD Phone: No. of Bedrooms: (907) 745-6453 4 ODeep Trench ■Shallow Trench 0Bed 0Mound 0Other LEGAL DESCRIPTION Sol ft.": 4.0 cn/SR. FL Tobi Dplh from edging/ qn o,: 1.5' TO TOP OF SAND FILTER Block: Lot: Subdivision: Depth to pipe Wtom from "" grad.: Gravel d"th bvwoth pip.: — 4 SILVERWOOD HILL ESTATES SEE DWG. n 0.5 n. Township: Range: Section: — — — r>• added obw, adWnal gree': Gravel wgth: 35 SEE DWG. ft n Grew wlab: NurMw of WELL: ■ New ❑ Upgrade 5 In. 1 — i< CW.fcawn Pmet.. A.B.0 : Told WPM CaMd T0:(�,.) Tay obe klm yb; ]OZ Pp. rnat.dd: IL D 3034/ F-810 PRIVATE 400 s,. 24 n 175 Draw.. W. Ddl : 19/15/05 stalk: water t...d: WW .. GEG, Ltd. Dol. Mel ; 9%24-26/2007 SULLIVAN WATER WELLS 8 rL Yww: Pwnp Set u: melds Ndght Atwv. Grprd: TANK 1.5 wm 377 rL 2 R SEPARATION DISTANCES ■septic OHolding OS.T.E.P. 0Other* To Septic Absorption Pump Holding uD6e/Prhal. 6. d~ .r. ANCHORAGE TANK Gapadb N goYom: 1500 rrom Tank Field voun Tank ser un.. ew Well 100'+ 100'+ 100'+ — 25'+ Mot~Nurnh.. STEEL d c npp4n.mw 2 Surface water 100'+ 100'+ 100'+ — — PUMP VAULT Lot line 5'+ 10'+ 5'+ — — Ss. N galwrw: 500 Narwfaplp.r: PREMIER PLASTIC p erl bel al: amp off I d: Nph wdr olmm at: Foundation 5'+ 10'+ 5'+ — — TIMER TIMER 46" Pwnp wk. • wd.e Eweukd kwp.ptbm Womwd M: jZ 1S/.)(r Curtain Drain NONE KNOWN P—TE-30—PLUS SILVA'S SERVICES SO,j BENCH MARK Remarks: teeatbn and D...dpu BOTTOM OF SIDING ® SOUTH CONER OF HOUSE Auvnwd Ewe: 10 .00 n Inspections performed by: GEG, Ltd. Dates: 1st 9/24/2007 ENGINEER'S BEA 00000 O 2nd 9/25/2007 �� .... ( 4% 3rd 9/26/2007% ,apo aP Development Services Department Approval 9 00 ... Conditional approval: �� �� 4�• Date: 7-16z9(/� �0y ' ', ' • • • • • •' D �Q a A. Carn ss:• v o Sc ' f j .J OD QOep. , .• —7953 •' � qi` � e •''j, 1S. 0�1 cq�0 O�°professto�ooio Reviewed and approved by: Date: (Rn. 4/06) PESW070169 : AS-BUILT DRAWING PAR 05017 62 NUMBER: TOP OF TANK AT OUTLET . 87.78 INSULATION OUANICS AEROCELL TREATMENT UNIT FINAL GRADE 93.41-93.73 �2 WITHJANDY SIN STI Sit TOP OF TANK AT INLET - 87.68 q qq d L► TO DRAINFIELD NEW 1500 GALLON INVERT OF BUNG SEPTIC TANK INVERT OF BUNG AT INLET . 87.18 AT OUTLET 86.90 FLOATS 300 GALLON PREMIER PLASTIC UFT STATION TOPSOIL AND SEEDING SHALL BE DONE IN THE SUMMER OF 2008 TH 2 MT Co FINAL GRADE 92.35-92.49 FILTER FABRIC INSULATION S,T S(Op� 0 ORIGINAL GRADE 87.97 0 0 I✓YIYY%N%Y✓✓✓Y/j YY TOP OF SAND - 88.97 :':" 2.5' OF AI.OA�;l, "•. APPROVED ' SAND FILTR :h Y"•h�•Yh 1h4h�:Y1i�h M1^: INVERT OF PIPE - 89.49 BOTTOM OF SYSTEM - 86.47 1.5' BELOW ORIGINAL GRADE RELATNE ELEVATION OF BOTTOM OF TEST HOLE 81.47 (NO 1420) 000 00 oa OF • ����4 Y' o ��,..... ...'9s,4p0 _. GARNGSS ENGINEERING GROUP, Ltd. ;� 4 v,�0 PREPARED FOR: CONSULTANTS & GENERAL CONTRACTORS ..•.�a.�....�—..+.-. ....... ...... .......... �ro� c TqM AOV. YAI[ ro� . AMCMA.GG AN MOT , l,gMC :YOiU�yln . IAR (W»J]!-3YN . gsn[:....p�.�y...pe., D PHONE NUMBER: PAGE NUMBER: O WM CONSTRUCTION, LLC 745-6453 3 OF 3 J e Ga ess. LEGAL DESCRIPTION: DRAWN BY: OQO g. j. CE-79 eQO SILVERWOOD HILL ESTATES, LOT 4 K.D.M. �Q�e •'_7 S Jp&c�ooQ TYPE OF WORK: DATE: 4QOO4 fessloo AS—BUILT DRAWING 7/14/2008 PERMITNUMBER: AS DRAWING PARCEL 10 NUMBER: SW0 SW070169 050-762-13 . 50' Oro 51.741 41.02 E� . 1500 T 0 &W �� UNrt /�SS�ccccm'�' Z n K y ALTEFga s�� \ \\ \\ o8C�j .�.7 c4 \\ � W N � RT 41.64 C01 FAT .. _..ER �Y. .r ♦r.• � ST1 51.741 41.02 ST2 62.13 41.51 DBL1 65.06 42.01 DBL2 65.83 41.83 JV 60.06 37.14 PV 71.08 41.64 C01 84.84 45.41 MT1 84.50 42.95 CO2 116.46 65.18 MT2 116.66 66.28 POD1 55.82 40.85 GARNESS ENGINEERING GROUP, Ltd. - CONSULTANTS 8 GENERAL CONTRACTORS-+.�.•.n.-.�.,.�.---.� JMI L TIO(M •Yd. EUI[ 101 . M9EMGL M MOO) . FrJI( (M1)1)) -SIA . IY (W)11 =Q w..p�rgYwYyenn \) PREPARED FOR: PHONE NUMBER: PAGE NUMBER: WM CONSTRUCTION, LLC 745-6453 2 OF 3 LEGAL DESCRIPTION: DRAWN BY: SILVERWOOD HILL ESTATES, LOT 4 P.N.B TYPE OF WORK: DATE: AS -BUILT 7/14/2008 liil�ilm .. ...... ........ f y A. nesse CE -793 F`a r�e•'•�,�I��p•� pq`oo �l�n"�olese5on�� Page 1 of 1 Jody Maus From: Wendy Thompson (riley@mtaonline.netj Sent: Tuesday, July 15, 2008 8:46 AM To: Jody Maus Subject: re: Silverwood Hills/Besser July 15, 2008 To:Gamess Engineering/Municipality of Anchorage From: WM Construction, LLC re: Silverwood Hills Lot 4 We, WM Construction, LLC, will escrow $2000.00 through McKinley Title and Trust Inc (3035 E Palmer-Wasilla Hwy, 376-2220) for the following Items on the Lot 4 Silverwood Hills job: Final grade 3/1 slopes Hydro -seeding Burial of well wire Thank you, Mike Thompson WM Construction,LLC 354-4947 7/15/2008 :Silva Service FAX N0. :692-2498 Jul. 14 2008 08:57AM PS July 14, 2008 3701 =Tudor R GSD Anchorage AK. To Wham it May Conoertr g9 r.r..At 90062 (907)M-2489 Rc: tot station at Lot 4 Silverwood Nis 11101111i 1 11 K you have any quesbom or require arwftV hrther. Oagme oaraet me at the office Sincerely, T Stacy Martinez Operator B�SrnCSS lr'c<nse SPtcrA1L� Lrr;eNSC r- 269732 � 2 sSbz (Zising Son Electric. Inc. 1,4916 \Voodland Drive Eagle liver. AIC 99577 %+ (907) 622-6777 October 30, 2007 Garness Engineering Group 3701 E. Tudor Road, Ste. #101 Anchorage, AK 99507 Re: Lot 4 Silverwood Hill Estate Dear Jeff: The lift station at the above referenced property has been wired in accordance with NEC and State/Local codes. Thank you. Sincerely, Kevin Hornbuckle, Owner Administrator License Number 1284 Specialty Contractor License Number 27285 cc: file 12/11/2007 16:06 6882259 SULLIVAN PAGE 01/01 Certf tieb �rtttftvg Log by DOC CO. dbn SULLIVAN WATER WELLS P.O. BOX 670272, CHUGIAK, ALASKA 89567 -TELEPHONE 688-2750 OWNER OF MND: AwtFs ADDRESS: LEGAL DESCRIPTION: DATE: PERMIT NUMBER, 115012d16 �/Daat�te��of Issue -1 - eY-� TAX IDENTIFICATION NUMBER: 0-5'0 - :••�is2 . 1 -- Is well located at approved permit location? des ❑ No Method of Drilling: rotary O cable tool Depth of well: --f u" Casing Type -rL Wali Thickness) inches Diameter A2 / incites, depth feet L1nerType:�� Casing Stickup Above Ground: a feet Static Water Level: -$ feet Recover Rate: I gpm Method of Testing: Jm,4 '-S 7 AF11104 yY441& Well Intake Opening Type: Cl open endpen hole C1 Screened, Start feet Stopped feet o Perforations Start tee_,.Stopped feet Grout Type: Volume /dads Depth: from feet, to afl feet Well Disinfected Upon Completion? Q-<( No Method of Disinfection: 0;('- ..f,i 1M )YM Comments Driller's Name ATTENTION: It is the responsibility of the property owner to submit a copy of the well tog to the proper authority. Municipality of Anchorage: Department of Health & Human Services and/or Department of Environmental Conservation. MatSu Borough Department of Environmental Conservation. Arzr—T1C PUMP & WELL INC. Jim Sullieau, CPI `-�PO Box 770197 arwnrancn� Ea0c Rim, AK 99577 Wiliam - (907)688-2510 i (907)258-2510 (907)745-2510 arw n. eci.nM Pump Installation Log Well Drilling Permit Number: SWsw070169 Parcel Identification Number: 050-762-13 Date of Issue:7-20-07 Arctic Pump & Well, Inc. Page I of I Legal Description:Silverwood Hill Property Owner Name & Address: EST William Besser Lot:4 70 Birch Hill Drive .,__.. Fru ts't< AVoocnr Pump Installation Date: 7-14-07 Pump Intake Depth Below Top of Well Casing:377 Feet Pump Manufacturer's Name: Dempster Pump Modcl:MBF2-100-S2 Pump Size:l hp Pitless Adapter Burial Depth:10 feet Pitless Adapter Manufacturer's Name: Baker Pitless Adapter Installer: Arctic Pump & Well, Inc. Well Disinfected Upon Completion? Yes Method of Disinfection: Chlorine Comments: Pump Installer Name: Arctic Pump & Well, Inc. Arctic Pump & Well, Inc. Page I of I MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water d Wastewater Program O� 4700 South Bragaw Street / 1 P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 1 LIP ON-SITE WASTEWATER DISPOSAL SYSTEM / WATER SUPPLY PERMIT Initial Permit Number: SW070169 Date Issued: Jul 20, 2007 Expiration Date: Jul 19, 2008 Parcel ID: 050-762-13 Legal Description: SILVERWOOD HILL ESTATES SUBDIVISION LOT 4 Design Engineer: 0855 GARNESS ENGINEERING GROUF Owner Name: WILLIAM BESSER Owner Address: 70 BIRCH HILL DRIVE FT. RICHARDSON . AK 99505 - Site Address: 18306 PARKVIEW TERRACE LOOP Lot Size: 218372 SO. FT. Total Bedrooms: 4 Permit Bedrooms: 4 This permit is for the construction of: Q Disposal Field ❑d 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 catling (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, seated, and heated to prevent freezing. 5. The following special provisions. SAND USED SHALL HAVE LESS THAN 4% PASSING THE #100 SIEVE AND LESS THAN 2% PASSING THE #200 SIEVE. SEPTIC FIELDS BUILT ABOVE GRADE MUST HAVE SIDEWALL REINFORCEMENT AS NEEDED. Received By: Date: :ZZ -J-2 a Date: Zd07 Municipality of Anchorage I Development.Services De artt -. -.-- - �� Building Safety Division On -Site Water and Wastewater Program , A C r, 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsile (907)343-7904 ON-SITE SEPTICIWELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. p D' qlD-7- 13 Property er phone `ItA5- W 6 3 Mailing address ''tU vtrLr_) PAL -LA- LSC • I " "^ ' `^"' - Site address JQn-:q) SkjVejrlyonD IUB —Zip Code Code 98505 Legal description (Sub'd, Block & Lot) Z luor f.t)DDtp lluj t�STmTss r! OT Legal description (Township, Section & Range) Lot Size a (Ei 3 Sq. Ft. THIS APPLICATION IS FOR (®all that apply): Absorption Field EY Septic Tank ©' Holding Tank ❑ Privy ❑ Private Well B, Water Storage ❑ Number of Bedrooms `1 THIS APPLICATION IS AN: Initial Upgrade ❑ Renewal ❑ certify that the above information is correct. 1 further certify that this application is being made for a Single Family Dwelling and is in accordance with applicable Municipal Codes. (Signature o property owner or authorized agent) Permit/Rush Fees: Date of Payment: Receipt Number. (Rev. 11/05) 11 a Waiver Fees: Date of Payment: Receipt Number: GARNESS ENGINEERING GROUP, Ltd. E - -11 - -- ., CONSULTANTS & GENERAL CONTRACTORS 1-,- -= - -- - June 5, 2007 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 for Silverwood Subdivision; Lot 4, To whom it may concern: We are requesting to renew the well and septic permit design for Silverwood Subdivision; Lot 4. We are unaware of any changes that have been made that would inhibit the installation of the well and septic system. 1f you hav�gny questions please contact us at 907-337-6179. Sincerely, /) // \1 M.S. 3701 E. Tudor Road, Suite 101 • Anchorage, AK 99507-1259 Ph: (907) 337-6179 • Fax: (907) 338-3246 • Website:www.gamcssengineering.com MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water 6 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: SW050226 Date Issued: Jul 14, 2005 Expiration Date: Jul 14, 2006 Parcel ID: 050-762-13 Legal Description: SILVERWOOD HILL ESTATES SUBDIVISION LOT 4 Design Engineer: 0855 Gamess Engineering Group, LTD Site Address: 18306 PARKVIEW TERRACE LOOP Owner Name: WALLACE HOMES Lot Size: 218372 SO. FT. Owner Address: 18306 PARKVIEW TERRACE LOOP Total Bedrooms: 4 Permit Bedrooms: 4 EAGLE RIVER. AK 99577 - This permit is for the construction of: ❑✓ 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. 5. The following special provisions. a.) Options #1 and 2 are approved. Please advise Julie Makela at (907) 343-7906 which options is being installed prior to or at time of installation. Received By. Date: Municipality of Anchorage ., �r • � Development Services Department 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 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. Permit Number Property owner(s) WALLAQF HOMES Day phone ?30-9199 Mailing address (1) 18306 PARKVIEW TERRACE LOOP *E.AGLF RIVER- AK Mailing address (2) Zip Code 99577 Nilf CTitTCS Legal description (Lot, Block & Sub'd.) SILVERWOOD SUBDMSION: LOT 4. Legal description (Section, Township & Range) N/A LotSize��St 3�� Acr q.Ft. Number of Bedrooms 4 THIS APPLICATION IS FOR: Sewer Only ❑ Well Only ❑ Sewer and Well 0 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. L /�� O- -t-( Permit Fees: `1CcD.tM 4 116 .at) Date of Payment: bIA7105 Receipt Number: Ibbgo Waiver Fees - Date of Payment: Receipt Number. GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS June 22, 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 for Silverwood Subdivision; Lot 4, To whom it may concern: The proposed 4 bedroom home will be served by a private well and septic system. Two test holes were excavated on the property by G.E.G., and there is an existing test hole excavated by KND Engineering on 6/13/2001. We are proposing to design the septic system around the 30 foot radii of these test holes. We are proposing that a 1250 gallon septic tank and a 5 -wide trench type drainfield be installed. 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 dminfield specifications. 3. SURFACE RATERS: 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 in the area of the dminfield is a 25 percent slope running approximately northeast to southwest. 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. I.S. NOTE: Attached is a site plan drawing, a design drawing, one soil log, which are all part of the design packagefor 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 0 Website: gamessengineering.com NUMBER OF BEDROOMS:4 GALLONS PER DAY (GPD): 600 PERCOLATION RATE/S: 1.17, 1.33, k 4.44 MIN./INCH PROPOSED APPLICATION RATE: 1.2 MINIMUM DRAINFIELD SO.FT.: 500 DRAINFIELD DESIGN: MAXIMUM DEPTH:1 FOOT (EXCAVATION LIMITED TO WIDTH:5 FEET THE REMOVAL OF ORGANICS) LENGTH: 120 FEET (2 O 60) INSTALL DOUBLE M.O.A. APPROVED SAND FILTER:2.5 FEET CLEANOUTS EFFECTIVE:0.5 FEET REDUCTION FACTOR: N/A ACTUAL SO.FT.: 600 PROPOSED 1; GALLON SEPTIC KNDENC. TES TESTHOIE yo PROPOSED ORANFIELD%2Sis / ~ OPTION #1 9 VHJ .fit• �'�i `\ PROPOSED DRAINFIELD \\ \\ \\\ \ / ~'•, •:! ALTERNATE SITE'aty�i 2:i�� ..�,; •'ply I •'•'• .r•+•� PROPOSED '•• ')1' :••Y'• •• !!•: WELL LOCATION .•'.' ♦i i If GEG. Ltd. HAS A 7 PACE SPECIFICATION LETTER THAT PERTAINS TO THIS DESIGN. � � . ..�;, .. fl�•;•}!=' TO OBTAIN A COPY OF THE LETTER "1�-``•Y'1'!�"'`+' Y''." CONTACT CED. BY PROCEEDING FORWARD y.;• . 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 �. rnuninnue nim Turn GARNESS ENGINEERING GROUP, Ltd. p C').' m ����•��� CONSULTANTS 3 GENERAL CONTRACTORS �• • •.. .. . rDB41L • • • 3101 L 1110011 110.0. AAY 101 • MICMOMICL W N•A1 0 A (•01W1�170 • rA< p 1 7)130'UN w..,mrr•n01rUp.awn a PREPARED FOR: PHONE NUMBER: PACE NUMBER: • • • • • • •.. ............. WALLACE HOMES (907) 230-9199 2 OF 31 f A. GDrness.: LEGAL DESCRIPTION: DRAWN BY: QO y C — 953 . SILVERWOOD HILL ESTATES SUBDIVISION; LOT 4, C.J.G. QO a '�7113/0'%•'ccAd� TYPE OF WORK: DATE: Q OOOfessio � DESIGN OF PROPOSED WELL AND SEPTIC SYSTEM 7/13/2005 T F LL L•lm FINAL INSTALL BRACING IN FROM TANK i 5.� FILTER GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS Jnr L n aow wrt 101 • NK1o1.Cr. M Moor .woe (aG1)11Jft . aaa (Wr)ata ". w - ....,. .. PREPARED FOR: PHONE NUMBER: PAGE NUMBER: WALLACE HOMES (907) 230-9199 3 OF 3 LEGAL DESCRIPTION: DRAWN BY: SILVERWOOD HILL ESTATES SUBDIVISION; LOT 4. R.A.L. TYPE OF WORK: DATE: DETAIL FOR OF PROPOSED DRAINFIELD 6/22/2( OPTION ##1 _J =ro OWT aa. a I rffmwwfi w � ..... ........ A. C mess: . GARNESS ENGINEERING GROUP, Ltd.� CONSULTANTS & GENERAL CONTRACTORS * �•• 4 ;9* 1 10I • AK . -.in . we ..®ip i�O+b—. . SOIL LOG — PERCOLATION TEST „ LEGAL DESCRIPTION: SILVERWOOD SUBDIVISION: LOT 4 rey mess: PERFORMED FOR: WALLACE HOMES DATE: 6/13/2005 DEPTH eet) 8' ORGANIC �dprofes�toe°� 1 60 LOAM ITEST HOLE #11ppoo�� SOIL CLASSIFICATIONS 2— GW ��. !,�: J a k GP 3 (W/ SOME ML FRACT. ROCK) GM CL "�•: GC OL 4'i °s •°e °. SWMH BEDROCK SM e OH KND ENG. 6O.H. Sc . +TEST HOLE I 7— DEPTH TO +TH#I NA 8 +TH#2 N 9 suLE: 10 11 DATE READING CLOCK NET TIME WATER LEVEL NET DROP 12 13 14 15 16 17 18 19 PERCOLATION RATE 1.17 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RLN BETWEEN 2.0 FT. AND 2.5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: [I YES NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: CALEB CALL COMMENTS: PERFORMED BY GEG. Ltd. I, JEFFREY A. GARNESS. CERTIFY THAT THIS WAS ERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDEUNES IN EFFECT ON THIS DATE: E� 2 of GROUNDWATER DATE DRY 6 13 2005 DRY 6 21/2005 - 6' - 2 TIME (MINUTES) READING (INCHES) 6/14/2005 1 - - 6' - 2 7 0' 6• 3 - - 6• - 4 7 0• 6' 5 - - 6' - 6 - 7 0' 6• �- oQ O ��.. &.gs,00 GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS d GENERAL CONTRACTORS ♦ ; �j �► n, ot • AMOC&W, w ~ . - m • Fm . •omn °.,.�..N..b..�., ..... ../..... ............ SOIL LOG — PERCOLATIONTEST ...... •,,,,_,,,, , LEGAL DESCRIPTION: SILVERWOOD SUBDIVISION; LOT 4 9} fey G mess, PERFORMED FOR: WALLACE HOMES DATE; 6 u Zoos a/ • / CE -7 ;'` �s e'•G.�z� o�E,°4 ePTti et 6. ORGANIC TEST HOLE 2 000o00�`� 1 6' LOAM SOIL CLASSIFICATIONS 2 GW ORG ��... 3 �...• GP ML '�• y :: (W/ SOME GM CL 4 ,,..yam• FRACT. ROCK) GC OL �•: •°• : SW MH '4'' " SP CH 5 LAS•: • • KND ENG. �'• SM i OH Sc 6 +TEST HOLE BEDROCK 7— DEPTH TO DATE *TH#I B DRY 8/13/2005 +TH#2 N 9 srALE: 10 11 GATE READING CLOCK NET TIME WATER LEVEL NET DROP 12 13 14 15 16 17 16 19 PERCOLATION RATE 1.33 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 2.0 FT. AND 2.5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: [:1 YES ENO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: CALEB GALL COMMENTS: PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAq'S,I PERF RMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: Z c GROUNDWATER TIME (MINUTES) DRY 6/21 2005 6/14/2005 1 — — TIME (MINUTES) READING (INCHES) 6/14/2005 1 — — 6' 2 — 8 0' 6' 4 8 0� 6' 5 — 6• — 6 — 8 0' 6' KV" LTJ ENGINEERING 20441 PTARMIGAN BLVD. EAGLE RIVER, AK 99577-8736 CE 7116 SOILS PERCOLATION TEST Performed for. Neil Nichols Date Performed: 6/13101 Project Silverwood Hills Lot 4 TEST HOLE # 2001.04 Depth (tet) SEE ATTACHED SITE PLAN 1- 2- 3- 4- 5- 6- 7- 8- 9- 10- 11- 12- 13- 14- 15 16- 17- 18- 19- 20- Org/ML-red/brown overburden w/organics, moist GM/GP - med dense, gray sandy silty gravel w/ cobbles to 8" B.O.H.-Bedrock HOLE PRESOAKED PRIOR TO TEST FOR HOLE LOCATION Was Ground waterenmuntered? 1\TO What depth? NA Depth to water after monitorin . NO Date? 6/22/01 Reading Date Gross Time Net Time Depth to Water Net Drop 1 6/13/01 1:00 7" 2 1:10 10 min 46/16" 210/16- 3 ' 1:11 7" 4 1 121 1 10 min 48/16" 28/16" 5 ' 1:22 7" 6 1:32 10 min 410/16" 2 6/16" 7 • 1:33 7" 8 1:43 1 10min 412/16" 1 24/16 9 1:44 - 7" 10 1:54 10 min 412/16" 24/16 11 1S5 - 7" 12 105 10 min 4 12/16" 2 4/16" • Water Added Percolation Rate 4.44 (min/in) Perc Hole Diameter Test Run Between 2 feet and 3 feet L Kenneth M. Duffus, certify that this test was performed in accordance with all State and Municipal guidelines in effect on this date. GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS June 22, 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 for Siiverwood Subdivision; Lot 4, To whom it may concern: The proposed 4 bedroom home will be served by a private well and septic system. Two test holes were excavated on the property by G.E.G., and there is an existing test hole excavated by KND Engineering on 6/13/2001. We are proposing to design the septic system around the 30 foot radii of test hole 1 and the KND test hole. Due to the shallow bedrock, the limited amount of receiving soils we are proposing to use an M.O.A. approved recirculating trickling filter system (sized for 4 bedrooms) and a 5 -wide trench type drainfield. 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 topography in the area of the drainfield is a 25 percent slope running approximately northeast to southwest. In short there are no slope concerns. We areint of any adverse impacts this installation would have on adjacent wells or septic systems. If you questions, please contact us at 337-6179. Thank you for your assistance. c me S. Pr 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.G. Ltd. for 7 page construction specification letter.) 3701 E. Tudor Road, Suite 101 ' Anchorage, AK 99507 Ph: (907) 337-6179' Fax: (907) 338-3246Website: gamessengineering.com g=L LOT 3; SILVERWOOD HILL ESTATES S/D (VACANT) PROPOSED SEPTIC SYSTI (SEE DESIGN PACE 2 OF KNO ENC. TEST HOLE C.E.C. TH/1% O ALTERNATE SITE C.E.C. LOT W; SILVERWOOD HILL ESTATES S/D (NAS OPTION 4 BEDROOM HOUSE GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS& GENERAL CONTRACTORS AI E TD011 VOID, fURC 101 0 MCMWaf. W MlOI • "MW -SIT • W O • PREPARED FOR: PHONE NUMBER: PACE NUMBER: WALLACE HOMES (907) 230-9199 1 OF 3 LEGAL DESCRIPTION: DRAWN BY: SILVERWOOD HILL ESTATES SUBDIVISION; LOT 4. R.A.L TYPE OF WORK: DATA SITE PLAN FOR PROPOSED WELL AND SEPTIC SYSTEM 6/22/20 ".Ulm) CoA Ag .... .. ... ............ . f . O nrn.e.: I I \`{f{4? / ED DPOSWELL GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS& GENERAL CONTRACTORS AI E TD011 VOID, fURC 101 0 MCMWaf. W MlOI • "MW -SIT • W O • PREPARED FOR: PHONE NUMBER: PACE NUMBER: WALLACE HOMES (907) 230-9199 1 OF 3 LEGAL DESCRIPTION: DRAWN BY: SILVERWOOD HILL ESTATES SUBDIVISION; LOT 4. R.A.L TYPE OF WORK: DATA SITE PLAN FOR PROPOSED WELL AND SEPTIC SYSTEM 6/22/20 ".Ulm) CoA Ag .... .. ... ............ . f . O nrn.e.: OF BEDROOMS:4 PER DAY (GPD): 800 YON RATE/S: 1.17, k 4.44 MIKANCH D APPLICATION RATE' -4 DRAINFlELD SO.FT.: 150 MAXIMUM DEPTH:2 FOOT (EXCAVATION LIMITED TO WIDTH: S FEET THE REMOVAL OF ORGANICS) LENCTH:35 FEET M.O.A. APPROVED SAND FILTER.2.5 FEET EFFECTIVE: 0.5 FEET REDUCTION FACTOR: N/A ACTUAL SO.FT.: 175 KND ENG. ,17FSIHOLE O.E.G. THII PROPOSED M.OA APPROVED RECIRCULATING TRICKLING FILTER (SIZED FOR 4\\ BEDROOMS) ALTERNATE SITE O.E.O. TH12 PROPOSED DRNNFlELD CONTACT DEG. BY PROCEEDING FORWARD WITH THIS INSTALLATION, THE ENGINEER, WELL DRILLER, CONTRACTOR AND PROPERTY OWNER AGREE THAT THEY ,I NwArKill OPTION #2 GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS& GENERAL CONTRACTORS ••••• ••• ••••• ......•••.••• 1 L TO011 MLLl PAM 101 • MOOMOL Mf OMvI . NOT[ 007]0�1" • NY 010431 " • 00N1L• w. w PREPARED FOR: PHONE NUMBER:PAGE NUMBER: �•f T .•...• •OTa9.. WALLACE HOMES (907) 230-9199 2 OF 3 y LEGAL DESCRIPTION: DRAWN BY: SILVERWOOD HILL ESTATES SUBDIVISION. LOT 4, R.A.L O�0 �. G r+S1��441 TYPE OF WORK DATE 40�'yProfseslond c DESIGN OF PROPOSED WELL AND SEPTIC SYSTEM 1 6/22/2005 �Ooo�`� (R". 0145) PROPOSED �!.� li••• \ •°+3'•::a;' WELL LOCATION 1✓�•.r• ••fes: GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS& GENERAL CONTRACTORS ••••• ••• ••••• ......•••.••• 1 L TO011 MLLl PAM 101 • MOOMOL Mf OMvI . NOT[ 007]0�1" • NY 010431 " • 00N1L• w. w PREPARED FOR: PHONE NUMBER:PAGE NUMBER: �•f T .•...• •OTa9.. WALLACE HOMES (907) 230-9199 2 OF 3 y LEGAL DESCRIPTION: DRAWN BY: SILVERWOOD HILL ESTATES SUBDIVISION. LOT 4, R.A.L O�0 �. G r+S1��441 TYPE OF WORK DATE 40�'yProfseslond c DESIGN OF PROPOSED WELL AND SEPTIC SYSTEM 1 6/22/2005 �Ooo�`� (R". 0145) OPTION #2 �s T OMT J s' c co LL °uJ INSTALL BRACING 2' FINAL IN FROM MOA APPROVED RECIRCULATING TRICKLING FITLER S' I FILTER GARNESS ENGINEERING GROUP, Ltd. __CONSULTANTS& GENERAL CONTRACTORS J]01 C T�DY1 IpU. !A[ 101 • N CHOR- C, M( ""7 • F (M7)U7�1» • IMI (07)M] ff �50C: w�.pw�wyYwlnO.a. PREPARED FOR: PHONE NUMBER: PAGE NUMBER: WALLACE HOMES (907) 230-9199 3 OF 3 LEGAL DESCRIPTION: DRAWN BY: SILVERWOOD HILL ESTATES SUBDIVISION; LOT 4. R.A.L. TYPE OF WORK: DATE: DETAIL FOR OF PROPOSED DRAINFIELD 6/22/200 -INSTALL PLYWOOD BRACING AS NEEDED GRADE (Ro, 0Vm) GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS S GENERAL CONTRACTORS SOIL LOG — PERCOLATION TEST LEGAL DESCRIPTION: SILVERWOOD SUBWASION: LOT 4 PERFORMED FOR: WALLACE HOMES D/ DEamam (ree6• ORGANIC EST HOLE #11 1 6• LOAM 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 GP/SP SOIL CLASSIFICATIONS GWI DRY •• SOME 6/21/2005 111111111ML ROCK) 11.111!11 0• CIL 3 GCHHN 6• • 4 — 7 IIIIIIiIIMH 6- 5 SP 6• CH BEDROCK SM 0• OH 4.4 DEPTH TO GROUNDWATER DATE DRY 6/13/2005 DRY 6/21/2005 6• 2 — 7 .:.:.J...r..t........ 1........... A`6amess KND ENG. +TEST HOLE +TH#I +TH#2 N SCALE: —� DATE READING CLOCK NET TIME TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 6 14 2005 1 — — 6• 2 — 7 0• 6• 3 — — 6• — 4 — 7 0• 6- 5 — — 6• — 6 — 7 0• 6• 19� PERCOLATION RATE 1.17 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 2.0 FT. AND 2.5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES N NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: CALEB CALL COMMENTS: PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PER ORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: Z GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS SOIL LOG - PERCOLATION TEST LEGAL DESCRIPTION: SILVERWOOD SUBDIVISION; LOT 4 PERFORMED FOR: WALLACE HOMES D/ DE ( et 6 ORGANIC TEST H , � OLE 2 6• LOAM F 8 9 10 11 12 13 14 15 iv, DEPTH TO GROUNDWATER SOIL CLASSIFICATIONS DRY •. GP/SP GP (W/ SOMEIIIIIIIIIML %//%CL FRACT. ROCK) GC OL ��aaaaa !SWIIIIIIIIIMH ��aaaaa ��aaaaa� +YSPCH%yV% 'illlllli '�idB • SC DEPTH TO GROUNDWATER DATE DRY 6/13/2005 DRY 6/21/2005 ��aaaa� KND ENG. +TEST HOLE +TH#I +TH#2 N SCALE: PERCOLATION RATE 1.33 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 2.0 FT. AND 2.5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: CALEB GALL COMMENTS: PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS W PE FORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 2 • • aaaaa ��aaaa� ��aaaaa ��aaaaa ��aaaaa ��aaaaa� PERCOLATION RATE 1.33 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 2.0 FT. AND 2.5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: CALEB GALL COMMENTS: PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS W PE FORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 2 CE 7116 SOILS PERCOLATION TEST Performed for. Neil Nichols Date Performed: 6/13/01 Project Silverwood Hills Lot 4 TEST HOLE # 2001.04 Depth 1- 2- 3- 4- 5 6- 7- 8 9- 10- 11- 12- 13- 14- 15- I6 17- 18- 19- 20- OrSCAL-red/brown overburden w/organics, moist GM/GP - med dense, gray sandy silty gravel w/ cobbles to 8" B.O.H. - Bedrock HOLE PRESOAKED PRIOR TO TEST SEE ATTACHED SITE PLAN FOR HOLE LOCATION Was Ground water encountered? NO What depth? NA Depth to water after monitoring? NO Date? 6/22/01 Reading Date Gross Time Net Time Depth to Water Net Drop 1 6/13/01 1..00 7" 2 1:10 10 min 46/16" 210/16- 3 • 1:11 7" 4 1:21 10 min 48/16" 28/16" 5 • 1:22 7" 6 1:32 10 min 410/16" 2 6/16" 7 • 133 7" 8 1:43 10 min 412/16" 24/16 9 " 1:44 7" 10 1:54 10 min 412/16" 24/16 11 1S5 - 7" 12 205 10 min 412/16" 24/16" • Water Added Percolation Rate 4.44 (mitt/in) Perc Hole Diameter= Test Run Between 2 feet and 5 feet L Kenneth M. Duffus, certify that this test was performed in accordance with all State and Municipal guidelines in effect on this date. 4. STATEMENT OF INSPECTION BY ENGINEER As certified by my $ealpffixed hereto and as of the validation date shown below, Iverify that my investigation, based on}rocedures outlined in the Certificate of On -Site Systems Approval Guidelinesfor this application, shows that the on-site'water supply and/or wastewater disposal system is (are) safe, functional aqd aequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the1 1 info ation obtained from the Municipality of Anchorage files and from my investigation and inspection,tll "y on -sit ater supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal If 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 JEFFREY A. GARNESS, P.E. Date I� o 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 & 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 Idontifiable 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 bonefit 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. S. DSD SIGNATURE Approved for bedrooms. Disapproved. Conditional approval for --17-4 bedrooms, with the Illowing stipulations: J / 6 / Attachments: COSA Checklist Septic System Advisory Well Flow Advisory Nitrate Advisory Arsenic Advisory Maintenance Agreements Supplemental Engineers Reort Other t;I 4 By: Original Certificate Date: (Rm 11/05) Municipality of Anchorage Development Services Department Building Safety Division On -Site Water & Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907) 343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST Legal Description: SILVERWOOD HILL ESTATES LOT 4 Parcel ID: 0,00 462 1 3 A. WELL DATA "WELL WIRES ARE ON GROUND AND NEED TO ; BE BURIED Well type PRIVATE If A, B, or C provide PWSID# N A Well Log (YM) YES Date completed 9/15/2005 Sanitary seal (YM) YES Wires properly protected (Y/N) "NO Total depth 400 ft. Cased to 24 ft. Casing height (above ground) 24 in. (BEDROCK) FROM WELL LOG AT INSPECTION Date of test 9/15/2005 7/14/2008 Static water level 8 ft. 18 ft. Well production 1.5 g.p.m. 1.25 g.p.m. WATER SAMPLE RESULTS: Coliform o colonies/100 ml. Nitrate 2.11 mg./L. Other bacteria 0 colonies/100 ml. Arsenic: 6.06 ugA. Date of sample: 6 252008 Collected by: GEG Ltd. B. SEPTICIHOLDING TANK DATA THIS IS A QUANICS SYSTEM Tank Type/Material SEPTIC/STEEL Date Installed 9/24-26/2007 Tank size 1500 gal Number of Compartments E 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 -BELOW FINAL GRADE Date installed s/Za-Zs/ZDDL Soil rating (g.p.dJWo<E3114_0 System type 5 -WIDE Length 35 ft. Width 5 ft. Gravel below pipe 0.5 ft. Total depth "3.33.ft. Eff. absorption area 175 fe Monitoring tube YES Depression over field NO Date of adequacy test NEW Results (Pass/Fail) PASS For 4 bedrooms Fluid depth in absorption field before test= in. Water added=gal. New depth = in. Elapsed Time: = min. Final fluid depth= in. Absorption rate >= 600+ g.p.d. Any rejuvenation treatment (past 12 mo.) (YIN & type) NONE KNOWN' If yes, give date - DRAINFIELD NEEDS 3:1 SLOPES AND TOPSOIL/SEEDING D. LIFT STATION Date installed 402'4' Size In gallons 500 Manhole/Access (Y/N) YES "Pump on' level at IT MER In. "Pump off" level atTIMERin. High water alarm level at 46' in. Datum BOTTOM OF VAULT Cycles tested YES Meets alarm & circuit requirements? YES E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lift station on lot 100'+ On adjacent lots 100'+ Absorption field on lot 100'+ On adjacent lots 100'+ Public sewer main N/A Public sewer manhole/cleanout N/A —_ Sewer /septic service line 25'+ Holding tank N/A Animal containment areas 50'+ Manure/animal excrete storage areas 100'+ SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation 5'+ Property line 5'+ Absorption field 5'+ Water main N/A Water service line 10'+ Surface water 100'+ Wells on adjacent lots 100'+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line 10'+ Building foundation 10'+ Water main N/A Water service line 10'+ Surface water 100'+ Driveway, parking/vehicle storage 10'+ Curtain drain NONE KNOWN Wells on adjacent lots 1006+ F. COMMENTS 0040 __ G. ENGINEER'S CERTIFICATION I certify that I have determined through field Inspections and ViA review of Municipal records that the above systems are In ""'• • • ...... conformance with MOA COSA guidelines in effect on this date. .............. Engineer's Printed Name JEFFREY A. GARNESS oOQ �� J 7953 as: Date _ %115479 ��Ophec,71$6/�'Ivil COSA Fee 5 rJ' %• 5 o f 11c15 • o u ¢- ( "1 S Date of Payment V, 511(7b Receipt Number✓`f gq9" (Rev. 11/05) Waiver Fee $ Date of Payment Receipt Number ANALYTICA GROUP Gamess Engineering Group, Ltd. Atm: Jody GEG, Ltd. 3701 E Tudor Road, Suite 101 Anchorage, AK 99507 907-337-6179 Fax: 907-338-3246 Client Sample ID: Sampling Location: Silverwood Hill L4 Client Project: Private Well Testing Sample Matrix: Aqueous COC #: 63427 PWS#: Residual Chlorine: Comments: Lab#: A0806255-OIA SP-Analytica, lnc -Anchorage 4307 Arctic Blvd. Anchorage, AK 99503 Phone: 907-258-2155 Fax: 907-258-6634 Report Date: 7/1/2008 Receipt Date: 6/26/2008 Sample Date: 6/25/2008 Sample Time: 12:00:OOPM Collected By: Flae DcGnitions: MRL = Method Reporting Limit MCL = Maximum Contaminant Limit B = Present also in Method Blank If = Exceeds Regulatory Limit M = Matrix Interference 1= Estimated Value D = Lost to Dilution •• = RL higher than MCL; target not detected INC = Too Numerous to Count - result rejected CF = Confluent Growth - result rejected TCNG = Turbid Culture No Growth - rejected Analysis Method Prep Prep Analysis Parameter Result Units Flags l%IRL MCL Method Date Date Analyst 200.8'200.8 (Aqueous) - Family Well Water 1 Test was conducted by: Analytica - Thornton Arsenic 6.06 ug/L 0.15 JO 200.8 6/27/2008 6/27/2008 GY Lab#: A0806255-OIB Analysis Method Prep Prep Analysis Parameter Result Units Flags MRL MCL Method Date Date Analyst 4500-NO3E (Aqueous) - Nitrate+Nitrite pres Test was conducted by: Analytica -Anchorage Nitrate -Nitrite as Nitrogen 2.11 mg/L 1.3 JO 6/27/2008 6/27/20081Q Lab#: A0806255 -OIC Analysis Method Prep Prep Analysis Parameter Result Units Flags 11IRL MCL Method Date Date Analyst 9222B (Aqueous) - Membrane Filtration MF Test was conducted by: Analytica -Anchorage Bacteria, Other Pass PASS/FAI 1.0 6/26/2008 6/26/2008 DL L Total Coliform Pass PASS/FAI 1.0 J 6/26/2008 6/26/2008 DL L Reported by: Mang a ers, Page 1 of I Laboratory Project Manager O O Y N Z mo c x rgIq N � � N$ o �g0 C a0 N CO CA r V m rri M O 0 Pr m N m cn C co0 U) Z •Air ' r • r g09. • • ♦ . t^r ria: s: rri M O 0 Pr m N m cn C co0 U) Z 0) O or�c U g ff =o� c N _ �m y> Q 0 to Z O ?3 yr C to ZZ � 0 D V m m O 0 lot oT = i 10` ' ° Air r� `c �•n Cp 4W W C 90 Z J^ op D r N 00111'9211W 330.93, O Z ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT MEMORANDUM OF UNDERSTANDING BETWEEN MUNICIPALITY OF ANCHORAGE AND �.7��t�nr. S�lcSSE(Z THIS MEMORANDUM OF UNDERSTANDING made and entered into as of this Ib Dayof Jy�_of2002,byand betweenw\`%RPc::!_1 %6SSc(Z- herein the "OWNER," and the Municipality of Anchorage, herein the "MUNICIPALITY." In consideration of the mutual covenants contained herein, the parties to this Memorandum of Understanding agree as follows: 1. ADVANCED WASTEWATER TREATMENT SYSTEMS. Municipality grants permission to Owner to utilize and operate an Advanced Wastewater Treatment System (AW WTS), described as AAi1AN10a located )A DK EA� ? ' Anchorage, at 1rage Alaska. VWSO S, veQVa000 .. 2. Definitions. A. Alteration. Any change to the design or function of an A W 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. IALS 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 AWWTS that were included in the original design which would allow the AWWTS to continue to perform as designed. E. Permit (Construction) An On -Site Wastewater Disposal System Construction Permit as defined by AMC 15.65. F. Permit (Operating) An Advanced Wastewater Treatment System Operating Permit. An annual permit, issued by the Municipality, that allows the Owner to operate an AWWTS, upon meeting all the requirements 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 (SA.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 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 AWW7S without a Construction Permit from the Municipality. 6. Maintenance and Repairs. A. Throughout the term of this Memorandum of Understanding, the Owner shall maintain AW WTS 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: (I) repair(s), (2) maintenance, (3) adjustment(s), (4) replacement costs, and (5) inspection costs. Further, Owner agrees to comply will all applicable ordinance, laws, regulations, rules and orders for the AW% 7& 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 AW WTS 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 A W WTS Operating Permit is: rtJ at,r�jloa�h�}Mn.JfRo44;r�� aSri-1%tr'd. C. Owner acknowledges that the fine schedule for failing to maintain and repair an AW'WTS 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 AW WTS is the governing professional guidelines for the construction, maintenance and repair of the Owner's AW WTS. 7. I\onwaiver. 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: W`\\AM�%oSspR a2 1 tprc•f1AA ;-. �rS3aC 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. ON NF,R. By: S Date: 4 b$ STATE OF ALASKA THIRD JUDICIAL DISTRICT MUNICIPALITY: By: Title: Date: ) ss. The foregoin instrument was acknowledged before me this day of (.� 200, by c I WAM S �SSf- �' • �\����o�Pa o,t�y,9oy,�� TARY PU LIC FOR ALASKA jt� My Commission expires: WlftFOF'cw-f-�TARY; rr.