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HomeMy WebLinkAboutVILLAGES VIEW ESTATES WEST LT 3Onsite File Villages View Estates West Lot 3 #020-311-42 \ Municipality of Anchorage ..1 Development Services Department Building Safety Division E `� 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. SWO80176 PID Number: 020-311-42 Name: MELISSA M. TURNER Wastewater System: ■ New ❑ Upgrade Address: 22905 NORTHWOODS DRIVE a CHUGIAK, AK ABSORPTION FIELD Phone: No. of Bedrooms: (907) 441-7904 4 O Deep Trench ■ Shallow Trench O Bed O Mound OOther LEGAL DESCRIPTION See Ro": 2.0 cn/se. n. Tota Dplh Iran agYW grade: TOP OF SAND 0.5 ABOVE O.G. n. Lot: Subdivision: Depth b pbe baton from orkln pas: Drava depth bwwoth Pier. 3 VILLAGES VIEW ESTATES WEST SEE DWG. n. 0.50/0.50 n. Township: Range: Section: — — — he added aba.e selg • grade: Drove I.,^ 62 SEE DWG. FL (32+30) rL WELL: ❑ New ❑ Upgrade Gro.a .loth: 5 rAenb.r Of eh..: 2 Dbtmoe b. ..a Ines: 15 rt P. [IMwre:atiw PrM A.. A.B.D : Tota Dev Ca.M To:tcs"XyD Told ob.orVtkm Om: Pip. ma.Ha: 310 ID 3034/ F-810/SCH 40 Ft n. so. FL D.ai..: Dote Ddkd: stale waw Let t: Mals: BEEK'S CONTRACTING ode. krtai.d: 4/24-28/09 rt frill: P,ehv set At: Ce.ma Height Above Qr .. TANK n SEPARATION DISTANCES 0Septic 0Holding aS.T.E.P. ■Other To Septic Absorption Lift Holding blit/PrNote up1N1`oaur.r: ANCHORAGE TANK CSP Ay N p� 1500 From Tank Field Station Tank sees, un.s Well 100'+ 100'+ 100'+ — 25'+ NolwbL STEEL Nvaro.r of �Porl~ 2 Surface Water 100'+ Too'+ 100'+ — — LIFT STATION Lot Line 5'+ 10'+ 5'+ — — Sue In 9s, 1500 Nonufoctur.r ANCHORAGE TANK Foundation 5'+ 10'+ 5'+ — — ode I...i lit: off N.a a: fl'e^ .dew aorm al TIMER TIMER 46" PVep ". & 4v0N: ORENCO a.otHea rrPe Pwfw bre Curtain Drain NONE KNOWN P20 OSI 05 HHF-5 STAGE I M.O.A. Remarks: 'THIS IS AN ADVANTEX TREATMENT BENCH MARK T SYSTEM A- I/. C, Lopafon and D..Mption: TOP OF MANHOLE LID w✓ Awunrd EM.a%wr: 115.81 n. /� ,I GEV Ltd. Inspections performed by: Dates: 1st 4/24/09 ENGINEER? SEAL oo�DO 2nd 4/26/09 F v ...........qs��o 3rd 4/28/09 Development Services Department Approvalp *'? 4 7o .......... . ................00 Date: �••••, p Conditional approval: • •.J A. r arness.- O� 04lp ' C 7 3 �FO� Reviewed and approved by: Date:3 �D �p°d PrlfsS�o •O� ofeesio c (R«. 4/0e) 41f�OOO000� PERMrTNUMBER: AS DRAWING PARCEL NUMBER: SWO SW080176 020-33 11-42 \ ST1 80.19 84.23 MH 78.98 87.93 TH/1 FS 129.53 148.50 ZCEC COz AfT EW DRAINFlELDS Ol � W �IVS / MT1 128.81 148.42 C01 141.83 168.41— \ MT2 142.69 169.04 1 ' '+ M73 140.05 154.77 MT . ,••' '`''•�' ':-;�; CO2 152.21 174.65 MT4 153.21 175.41 NEW ADVANTEX •::;,.fit... '•: •�•a � `.• TREATMENT SYSTEM_ H .. 'r;i'••' �1 •. I..1 .I,1: .`� •yf .j,i I1 NEW :. '''� 4 BEDROOM • ' •,: ` HOUSE .yr `d._. �'• :•: . v SME T :: o•: •— •-''•-=SS ENGINEERING GENERAL CONTRACTORS—-___ O vJ•• .• . .•••••• •• •• GARNI�RING GROUP, Ltd. 9 3ml E TIOot ro& tort 10, • NX>$O %M NI tum • w ar».ul-.1r • r" oorsx " • gsnr:...q.,•••.rt+••M«m PREPARED FOR: PHONE NUMBER: PACE NUMBER: '•••• I•• �' •••••••••• •••••• MELISSA TURNER 441-7904 2 OF 3 O p '_Je r A. Corn ss: LEGAL DESCRIPTION: DRAWN BY: YA°P,• I E VILLAGES VIEW ESTATES WEST, TRACT 1B, LOT 3 KDM VDO��s' •�.� TYPE OF WORK: DATE: �40OQOC AS -BUILT DRAWING 11/25/2009 PERMIT NUMBER: AS -BUILT DRAWING PARCEL 10 NUMBER: SW080176 020-311-42 FINAL GRADE . INSULATORAwANrEx lATON � �Ax20 P00 TOP OF TANK AT NTLET . 110.59 INVERT of BUNG AT NTLET 109.93 - NVE=OF 96.! STI ADVANTEX SYSTEM l 1500 GALLONS t LOWER TRENCH FINAL GRADE . 99.50-99.91 MT 00 1 ,K~ 1B V MOA AF o t mlE4 IN! OF SYSTEM . 91.45 INVERT OF PIPE . 96.95, P OF SAND . 96.05 ORIGINAL GRADE - . 95.73 RIGR4L GRADE Al . 95.55 6'4 TO TOM DF SYSTEM . 93.05 -TOP OF LANK AT OUTLET . 110.65 UPPER TRENCH rFINAL GRADE . 102.00-102.19 Mr m / �nrt4 r.a�eG 15' Or MOA Y D LAwD FARO OP OF SAND ORIGINAL GRADE+, . 97.95 BOTTOM OF SYSTEM . 95.45 xA OF SYSTEM . 93.23 RELATIVE ELEVATION OF I TEST HOLE . 92.45 BEDRaK TABLE W"' NOT (ZE (7AE Era Yrn o� hPICAL- pa..LG1MF.L• 6XAOP.4 MA300t1TY OF 0AAIM F.ALO A+A1 g1T[n T Ce nYol Al. o: eAa 1cE- RCUTNE ELEVATK)N OF BOTTOM OF TEST HOLE .68.95 (DRY) p06�4 Q _ __._ GARNESS ENGINEERING GROUP, Ltd. p°O;'? 4 4 CONSULTANTS& GENERAL CONTRACTORS Q•..... ... ' ."'•'. lA1 L. TpM LO.D. TAA[ 101 • AMLIOMGL M 11101 . wai (107)1))-4171 • Fu (407BT.14•STN • 9{RIIL:....,..AMwt.wge.w PREPARED FOR: PHONE NUMBER: PAGE NUMBER: �• ......•• ....... MELISSA TURNER 441-7904 3 OF 3 Q y '• r Gorn s;' 00 LEGAL DESCRIPTION: DRAWN BY: aoPP�J VILLAGES VIEW ESTATES WEST. TRACT 18. LOT 3 J.L.M. TYPE OF WORK: DATE' REVISED 400tl pF01e99t0A0o" PROFILE AS—BUILT DRAWING 1 3/5/2010 �DODo��o (Rmolm Feb 03 2010 2:18PM HP LnSERJET FRX 9073453287 pare 2 lob No.: 0I-202 r 1 Pemit No.: SW010401 t Project No.: N/A t5l] M -W Drilling, Inc. •P.O. Box 110378•Anchorage, AK 99511♦ •907-345-4000 • 907-345-3287 Fox* • 14W1 Owner.- _ • Legal Description: Groundwater Well As -Built & Lop • Use of Well: Domestic B Consttvction •Nott Depth: 367' ♦Casing Ske: 6" ♦Cased Ta: 31.8' *Materiae A 53 Steel •DMI Method.• Air Rotary • Well Completion- Open end X Screen •Screen/Perforatom desedplien: None • Grort Nora: 10" hole drilled to 31', 6" cement to surface. Perf. Perforated Method: run ono annulus was neat • Wd Devekpnsent• Method: Air surge Noses: •Stat/e water level (SWL) 0.71' (above) (MOW) top of easing (TOC). • R'ell yleld test at 2.5 gallons per minute (GPMy ) for 20. hours Wilk 200' of drawdown (DD) from trate krel (SWL}. *Method- Submersible • Date of completion: 19 October 2001 ♦ Pampinstall.- Well i no Depth to feet from top aressiar, Detaik of formations penetrated, size ormaterist, color and hardness. 0 TO 2 Casing stickup 2 TO_ 8 _Boulder gravel: brown, undifferentiated, very silty/clayey, cobbley _ 8_TO_ 12 Bedrock: blue siltstone/ claystone argillite, fractured/weathered, — TO loose and broken. 12 TO 43 As above: blue -black. hard, competent 43 TO 48 _ As above: reddish — 48 TO 302 As above: blue -black, few small water se s, less than 1 gpin 302 TO 347 As above: fractures with small water seaps 347 TO 367 As above: fewer fractures, slight increase in water TO -- TO TO TO --- --i%�– -- TO TO -- — - — — ---------NWVPA-C'ertittcd E3ontracia-- Certificate o' Development Services Department ,.� Building Safety Division C', ,• ,/ On -Site Water & Wastewater Program ° 4700 Elmore Street vs' •'t.{�, P.O. Box 196650 ° Mark Begich Anchorage, AK 99519-6650 s" Mayor w .muniyro/onsite (907)343-7904 Pump Installation Log Well Drilling Permit Number: SW_ Date of Issue: Parcel Identification Number: Replacement Only: YES NO Legal Description Lot 3, Tract 1B, Midge View Estates Mest Pump Installation Date: Pump Intake Depth Below Top of Well Casing: 290 feet Pump Manufacturer's Name: Grundfos Pump Model: 10 SQE15-330 Pump Size 1.5 hp Pitless Adapter Burial Depth: Unknoxm feet Pitless Adapter Manufacturer's Name: Midwest 6" Pitless Adapter Installer: Unknown Well Disinfected Upon Completion? ® Yes 0 No Method of Disinfection: recirc Comments: Property Owner Name & Address: Melissa Myers Pump Installer Name: Aarow Pump & K'ell Service LLC PO Box 110496,Anchorage, AK. 99511 (907) 346- 9355 4hr flowtest showed 3 GPM with drawdown at 280. SIVL 6.Performed 211612010 MNDrilling set origins! pump as new construction. Aarow's work was just a repair and we did not note information for pump log during service work. Attention: The pump installer shall provide a pump installation log to the DSD within 30 days of pump installation. iib �.t man 25 2010 2:52PM HP LASERJET FAX 9073453287 C7 page 1 0 o � 10 ch - RIi�11111�11- lisle �0 IIQD C7 page 1 0 o � ch Inspection Report Municipality of Anchorage, Building Safety Division 4700 Elmore Road INFO & HELP (907) 343.8211 INSPECTION: VOICE (907) 343-8300 • FAX (907)249-7777 • www.muni.org Name Martin D Brown Permit k 07-0997 Company ALLIED ALASKA ELECTRIC, Inspection Date 17 -Feb -2010 PM LLC Address 19773 VILLAGES SCENIC Phone 907-232.8687 PKWY Grid SW3738 907-373-3893 Subdivision VILLAGES VIEW ESTATES LOT 3 SKn/a TR n/a WEST Work Description 3790 sq ft living area, 1115 sgft unfinished basement, 1075 sgft garage Insp. performed/prepaid 0/0 Permit Technician STULLER, GRETCHEN J. Comments or Directions Please call 1 hour prior to Inspection. Thank you Inspection Type Electrical:Final Electrical Comments (for Inspector use only) Insoector� ) )� I f l''L L- (75ti Ff /j Date ' / `� MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water d Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Renewal Date Issued: Aug 19, 2008 Expiration Date: Aug 19, 2009 Permit Number: SW080176 Parcel ID: 020-311-42 Legal Description: VILLAGES VIEW ESTATES WEST TRACT 1 B LOT 3 Design Engineer: 0855 GARNESS ENGINEERING GROUF Site Address: NHN VILLAGES SCENIC PKWY Owner Name: MELISSA M. TURNER Lot Size: 153767 SO. FT. Owner Address: 22905 NORTHWOODS DRIVE Total Bedrooms: 4 Permit Bedrooms: 4 CHUGIAK , AK 99567 - This permit is for the construction of: ❑✓ Disposal Field E 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 (o prevent freezing. Received By: _ I� �. Date: " U_8_ Issued By: Date: e AZunicipaIi y o nchora g ee .�..� Development Services;Department Building Safety Division On -Site Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 Hww.muni.org/onsile (907)343-7904 ON-SITE SEPTICMELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. 6026' Property MailingaddressV;?'P-90.5 ejj-hexj Site address IVMV f Legal description (Sub'd, Block & Lot) -icy Legal description (Township, Section & Range) Lot Size Sq. Ft. THIS APPLICATION IS FOR (®all that apply): Absorption Field E�_ Septic Tank Ei_ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage ❑ Day phone 4rz4/— y w z -0-1c Zip Codeg',� _Zip Code 7R/73 63 Number of Bedrooms 9 THIS APPLICATION IS AN: Initial ❑ Upgrade ❑ Renewal Q� I certify that the above information is correct. I further certify that this application is being made for a Single Family Dwelling and is in accordance with applicable Municipal Codes. (Signature 61' property owner or authorized agent) Permit/Rush Fees: Waiver Fees: Date of Payment: �7 �� Date of Payment: Receipt Number: 4 55$G Receipt Number: (Rev. t V05) GARNESS ENGINEERING GROUP, Ltd. : CONSULTANTS & GENERAL CONTRACTORS � v To whom this may concern: The permit for Villages View Estates West Tract 1 B D was issued on August 22, 2007. Since that time no conditions have changed, which would prohibit re -issuance of the permit. If you have any questions, please contact us at 337-6179. Thank you. Sincere kjcffrcy i' 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 PERMIT Renewal Date Issued: Aug 22, 2007 Expiration Date: Aug 21, 2008 Permit Number: SW070211 Parcel ID: 020-31142 Legal Description: VILLAGES VIEW ESTATES WEST TRACT 1 B LOT 3 Design Engineer: 0855 GARNESS ENGINEERING GROUF Site Address: NHN VILLAGES SCENIC PKWY Owner Name: MELISSA M. TURNER Lot Size: 153767 SO. FT. Owner Address: 22905 NORTHWOODS DRIVE Total Bedrooms: 4 Permit Bedrooms: 4 CHUGIAK , AK 99567 - This permit Is for the construction of: ❑,/ Disposal Field Q 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 (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. --RFY4Po DESJA/ Sva,rrFp/Sa'rtNrs3S2rArse p AuJ za co ] Drt-'rl AppA@, FO Vft Received By. Date: Issued By: / �C��� Date: 0 7 Municipality of Anchorage .� Development Servims.,D.epartment Building Safety Division J. On -Site Water and Wastewater Program 4700Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.orglonsite (907)343-7904 ON-SITE SEPTICMELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. nan `� Propertyowner(s) if e-4(SSA/ 111-�fPA) -rV ` Dayphone fit -f/ -Q 9D� Mailing address od 70Jr /V iv//)/iri/ (/'f /LGII, A -Zip Code % Site address _ 4L" VL/J �o f�/ � c1 tT_Zip Code Legal description (Sub'd, Block & Lot) VM��,C_d V/ Legal description (Township, Section & Range) Lot Size del Sq. Ft. Number of Bedrooms THIS APPLICATION IS FOR (®all that apply): THIS APPLICATION IS AN: Absorption Field [r Initial ❑ Septic Tank 0- Upgrade ❑ Holding Tank ❑ Renewal [� Privy ❑ Private Well ❑ Water Storage ❑ 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. of property ovmer or authorized agent) Permit/Rush Fees: _� / 5 Waiver Fees: Date of Payment: g y 3,D Date of Payment: Receipt Number: a 5 45 y r Receipt Number: (Rev. 11/05) 3 MUNICIPAL ITY OF ANCHORAGE Development Services Department On -Site Water 8 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: Aug 10, 2006 Expiration Date: Aug 10, 2007 Permit Number: SW060252 Parcel ID: 020-311-42 Legal Description: VILLAGES VIEW ESTATES WEST TRACT 1B LOT 3 Design Engineer: 0855 GARNESS ENGINEERING GROUF Site Address: NHN VILLAGES SCENIC PKWY Owner Name: PEPPERS CONSTRUCTION Lot Size: 153767 SO. FT. Owner Address: 10224 FRONTAGE ROAD Total Bedrooms: 4 Permit Bedrooms: 4 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: ZMEMM/.. Date: Date: �0�6 Municipality of Anchorage 0*� Development Services Department Building Safety Division On -Site Water & Wastewater Program 4700 Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907)343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. t960:311., 'yZ- Property owner(s) PEPPERS CONSTRUCTION Day phone 250-8348 Mailingress 10224 FQ0%1TAGE ROAD * EAGLE RIVER, :. addressSite ► \ L .. 99577 Legal description (Sub'd, Block & Lot ) %4"GES VI -All -ESTATES IVEST SUBDi/ISIOV.--LOT�i.—T?tCT:::::I� - Legal description (Township, Section & Range) Lot Size 153 Sq.Ft. THIS APPLICATION IS FOR ( (Eall that apply): Absorption Field Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage ❑ Number of Bedrooms 4 THIS APPLICATION IS AN: Initial Upgrade ❑ Renewal ❑ 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: P� "16 U - (_l U Date of Payment: :) / UC, Receipt Number. i ( 3 (Rev. 11/05) Waiver Fees: It 17 S 0Q Date of Payment: Receipt Number. GARNESS ENGINEERING GROUP, Ltd. i :<.: -.-: ---, CONSULTANTS & GENERAL CONTRACTORS a -•• . == August 29, 2007 REVISED DESIGN 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: Proposal for revisions to Septic System for Villages View Estates West Subdivision, Lot 3, Tract 16, To whom it may concern: Per the request of the owner, we have revised the septic system design. The proposed 4 bedroom house will be served by an existing private well and proposed septic system. Per the MOA plat approval all systems are required to be nitrate reducing systems. We are proposing to install a 1500 gallon Advantex Nitrogen Removal System and dual 5 -wide trench type drainfield. A test hole was excavated on the northern part of the property. The drainfield will be designed around the 30 foot radius of GEG test hole # 1. Comments regarding the design are summarized as follows: 1. SOILS: See the attached logs which show the soil classifications, groundwater monitoring, and the percolation test results. 2. DRAINFIELD DESIGN: See attached design drawing for drainfield specifications. 3. SURFACE WATERS: There arc no surface waters within 100 feet of the proposed septic system. 4. TOPOGRAPHY: As can be seen on the attached topography drawing the average topography below the drainfield is a 20-23 percent slope running approximately east to west. We are unaware of any adverse impacts this installation would have on adjacent wells or septic systems. If you have any gWstions, please contact us at 337-6179. Thank you for your assistance. M.S. NOTE. Attached is a site plan drawing, a design drawing, one soil log, which are all par! of the design package for this septic system. (Contact G.E.G. Ltd. for 7 page consiniction specification letter.) 3701 E. Tudor Road, Suite 101 • Anchorage, AK 99507-1259 Ph: (907) 337-6179' Fax: (907) 338-3246 • Websitc: www.gamesscngincering.com 04 i VILLAGES VIEW EST. II WEST; LOT 1 ii CEC iH/1 PROPOSED SEPTIC SYSTEM \. (SEE DESIGN PACE 2 OF 4) VILLAGES VIEW TRACT 18 VILLAGES VIEW TRACT 19 VILLAGES VIEW TRACT 20 VILLAGES VIEW EST. WEST; LOT 2 01 GARNESS ENGINEERING GROUP, Ltd. -...,• w- --•,- — CONSULTANTS & GENERAL CONTRACTORS �++w+��•I I»I [. 111008 IIdD, f111i[ 101 . MGMAE(, Mf N]Ol . 11Yrt[ 1T -[t» . IUf lb-J1N � •[MR[� mow. PREPARED FOR: PHONE NUMBER: PAGE NUMBER: (, PEPPERS CONSTRUCTION 250-8348 1 OF 4 LEGAL DESCRIPTION: DRAWN BY: VILLAGES VIEW EST. WEST; LOT 3, TRACT 1D K.D.M. TYPE OF WORK: DATE: SITE PLAN FOR PROPOSED SEPTIC SYSTEM 1 8/29/2007 (Rw. 01105) VILLAGES VIEW EST. TRACT A -1E VILLAGES VIEW EST. WEST; TRACT A iii m *':1.L.l...:*. A%I�f�rey� Gar�ess;• fro NUMBER OF BEDROOMS:4 GALLONS PER DAY (CPD): 600 PERCOLATION RATE/S: 34.3 MIN./INCH PROPOSED APPLICATION RATE: 2.0 MINIMUM DRAJNFIELD SO.FT.: 300 iM DEPTH:2.5 FEET 5 FEET 1:60 (2 O 30) FEET APPROVED SAND FILTER:3 FEET NE:0.5 FEET RON FACTOR: N/A . SO.FT.: 300 TO OBTAIN A COPY OF THE LETTER CONTACT CEG. 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 VILLAGES VIEW EST. WEST; LOT 1, &0 DEC 7 20-23% 20_23% I I \ INSTALL FLOW/ SPUTTER INSTALL DOUBLE CLEANOUTS PROPOSED ADVANTEX 20-23% TREATMENT SYSTEM (NITRATE REMOVAL SYSTEM) INSTALL FOUNDATION CLEANOUT• NOTE: THE CONTRACTOR SHALL HAVE THE NORTH AND WEST LOT LINES AND THE WELL RADIUS FLAGGED BY A REGISTERED LAND SURVEYOR PRIOR TO CONSTRUCTION. ALTERNATE SITE '\ \ THJA-07 \\ \J J REVISED DESIGN ♦ TH14 VILLAGES VIEW EST. WEST; LOT 4, n GARNESS ENGINEERING GROUP, Ltd. +— ,-- CONSULTANTS 3 GENERAL CONTRACTORS •••'• . •' "'•••• '••"""' tnt L ttaooe twa VJM tot • MCHOR14L AK ram • t (r0W) t» • rM (907)338-U" • �Rr:.�. tia� PREPARED FOR: PHONE NUMBER: PAGE NUMBER: ••• ••• •••••• ......•••• PEPPERS CONSTRUCTION 1 907-250-8348 1 2 OF 4 '.J f,ey A. orness.: LEGAL DESCRIPTION: DRAWN BY: OQ Cf -79F3 eL Q Jae •.yZqOIL-' 4�d40 VILLAGES VIEW EST. WEST; LOT 3, TRACT 1B K.D.M. �Q e ^ `moo TYPE OF WORK: DATE: �DOOPro fa o,�� DESIGN FOR PROPOSED SEPTIC SYSTEM 8/29/2007 (Rev. 01/05) EXISTING .• WELL.'.1 -:+,.: µ,•.Vi; .-' ~� 1 it's 1.'•� PROPOSED 4 NOUBEDS n GARNESS ENGINEERING GROUP, Ltd. +— ,-- CONSULTANTS 3 GENERAL CONTRACTORS •••'• . •' "'•••• '••"""' tnt L ttaooe twa VJM tot • MCHOR14L AK ram • t (r0W) t» • rM (907)338-U" • �Rr:.�. tia� PREPARED FOR: PHONE NUMBER: PAGE NUMBER: ••• ••• •••••• ......•••• PEPPERS CONSTRUCTION 1 907-250-8348 1 2 OF 4 '.J f,ey A. orness.: LEGAL DESCRIPTION: DRAWN BY: OQ Cf -79F3 eL Q Jae •.yZqOIL-' 4�d40 VILLAGES VIEW EST. WEST; LOT 3, TRACT 1B K.D.M. �Q e ^ `moo TYPE OF WORK: DATE: �DOOPro fa o,�� DESIGN FOR PROPOSED SEPTIC SYSTEM 8/29/2007 (Rev. 01/05) AdvanTex Treatment System o AX Series - Mode la C . One (1) 40x96 Pod 2' INLET INLE NOTE: THE BOARD INSULATION TO BE INSTALLED OVER THE SEPTIC TANK & 4' BEYOND ON ALL SIDES EXCEPT UNDER THE ADVANTD( FILTER. THIS WILL ALLOW FOR HEAT TO ESCAPE FROM TANK k RISE TO THE FILTER ABOVE R. TO DRAINFIELD ., . REMOVAL .... ...-7w.. �LNW EFFLUENT PUMP GARNESS ENGINEERING GROUP, Ltd. - •-- v= --y- CONSULTANTS E GENERAL CONTRACTORS --•- %--l- PEPPERS ••••••'•••••••.........•.. JAI L 10001 10.G. N tot • AMMO WL M M101 • HUt[ (907 )W 11" • F" (M))),11J]M . � w 4mp W *WV4 •PREPARED FOR: PHONE NUMBER: PAGE NUMBER:•• CONSTRUCTION (907) 250-8348 3 OF 4 Q p ';.i Y . G ness: LEGAL DESCRIPTION:DRAWN BY: QO CE •' ip^G VILLAGES VIEW EST. WEST: LOT 3. TRACT 18. B.F.M. �Q ., �I?•V, p" TYPE OF WORK: DATE: QOO4OpQofesslo�o Q000 DETAIL OF PROPOSED ADVANTEX TREATMENT SYSTEM 7/25/2006 111". 01N5) \J GARNESS ENGINEERING GROUP, Ltd. ppc, ' CONSULTANTS b GENERAL CONTRACTORS Y� ]AI C TOM 000. P 101 a )„fJ10PAM AN 9050) . e.c,c ( anw-01» • r" (/0))).000,& • "mrm. e...,�wewpv..ey.�e PREPARED FOR: PHONE NUMBER: PACE NUMBER: Q PEPPERS CONSTRUCTION 250-8348 1 OF t s LEGAL DESCRIPTION: DRAWN BY: 0��( VILLAGE VIEW EST. WEST SUBDIVISION; LOT 3, TRACT IB, C.J.G. ODOi TWE OF WORK: DATE' DETAIL DRAWING FOR SLOPE WAIVER. 7/27/2006 (Rev. Otp5) o ess. 14vP�o/aaa(onOo� 040�000� GARNLSS ENGINLLRING GROUP, Ltd. .... ....._....„..«..«.v.,,_... CONSULTANTS 6 GENERAL CONTRACTORS w.�..�..�..�_�• 0701 L 11A00 IIMD• SUIIC 101 • NCbQR GL N 69!07 ' 97pC: (07)M7-6179 • %7.{'. 901 —33N • IM(BLfL ImrrrpYwXyfam SOIL LOG - PERCOLATION TEST LEGAL DESCRIPTION: VILLAGE VIEWS EST. WEST. LOT 3, TR t PERFORMED FOR: MELISSA TURNER DATE: 8/14/2007 DEPTH TEST HOLE 41 1 »a_ ORGANICS/ -- OVERBURDEN 3 °"o ceieoa SW 0^O o°'c� GRAVELLY SAND 4 o_e ]l•i Y•1L iKY.CKY.1i 6 ' 6 7 8 9 10 11 12 13 14 15 16 17 18 19 • • •• • DRY 8/14/2007 DRY 8/21/2007 1:19 — 6" — 2 31191 30 =0010 0.87 rz.p 1:49 NNE 6" • MY 2:19 I1�111111 1 5.13 0.87 5 2:19 — 6" ` 6 V", • W 0.87 DEPTH TO GROUNDWATER DATE DRY 8/14/2007 DRY 8/21/2007 1:19 — 6" — SEE ATTACHED DRAWING DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 8/17/2007 1 1:19 — 6" — 2 1:49 30 5.13 0.87 3 1:49 — 6" — 4 2:19 30 1 5.13 0.87 5 2:19 — 6" — 6 2:49 30 5.13 0.87 PERCOLATION RATE 34.3 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 2.5 FT. AND 3 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: N YES ❑ NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: SUSAN OSWALT COMMENTS: 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: 0-1 mila7 Municipality of Anchorage Department of Health & Human Services 825 L Street, Anchorage, AK 99502-0650 SOILS LOG - PERCOLATION TEST Performed For: Kin Shaw Date Performed: 577/01 Legal Description: Lot 3. Villages View West Subdivision SLOPE_ SITE PLAN 1 �! PT/OL GP/SP Was Groundwater 9 Encountered? If Yes, What Depth? 10 Depth to Water After Monitoring None 11 Date: 5/17101 1 1 18 K11 See Site Plan Perc. Rate: >1 MinJlnch Perc. Hole Diameter. 6" Test Run Between 2 Ft. and 3 Ft. Comments: Percolation Cavity Presoaked Prior to Testing. Water Absorbed Immediately. Performed By: Alan Harala_ I, Michael E. Anderson Certify That This Test Was Performed In Accordance With All State and Municipal Guidelines In Effect On This Date: 6125/01 p�+e...W,1CGlf J.JV.4I1 0 MunieiW4 of Anchorage `L`F. •• •• •�' •. DE?ARTMENT OF HEALTH 3 HUMAN SERVICES ^ •^' ' 825 -L7 Street. Anchorage. Alaska 99502-0ESO SOILS LOG — PERCOLATION TESTv(—�"^"'a� PERFORMED FOR: John Bercgren DATE PERFORM" �_7:U-2 LEGAL DESCRIPTION: The Villages Sub. Towrmh;p, Range. Section: 1 TY.r Tim. r. Na Drw 44/ L 3: 05 2- 0%- 3:1C 1 s Sew" P^P� #T 3:11 i - I is 4- 4 aY 1 3:1I 5' I I S 5 7:17 S 3 111A " ttG I :ZL S 1 5- •, Z' y" 1 I ,r. 1 I I • 1 7 .. 1 I 1 9 'r 10 11 t2 13 14- is- 16 - 17] 4151617 18 19 TESTHOLE NO. 7 WAS GROUND WATER ENCOUNTERED? No IF YES. AT WHAT DEPTH? DMMmWNW N a r�1 e 8/10 9F a+ _L Rmadmg Om TY.r Tim. Din m I Wa Na Drw 44/ L 3: 05 0%- 3:1C 1 s Sew" P^P� #T 3:11 i - I is aY 1 3:1I 5' I I 7:17 3 111A " ttG I :ZL S 1 5- •, Z' y" 1 I I 1 I I • 1 I I 1 I 1 I�_ll PERCOLATION RATE (mnA wM=) PEAC HOLE DIAMETER . r TEST RUN BETWEEN L IL FT AND 3 1L- FT . COMMENTS Test Cavity Presoaked Prior to Test. PERFORMED BY: M- AndPraon I � IFY THA THIS TES. WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE DATE - 81« I Q Bl 4 B 72-= (Am A/as) TRAcrA-41 /rOa ; ti . -----r- --- ------ -- �----{---=-_-� TVIv r\�\\`'� TH2'f� 8 { .' o ' : �.. ,. . t%l( TIL A•s 0�4 '.TH28 '`'..•' IGl ` 0� 1J7 acro l i I^ \TTs Fi2{' j I j i.�..'q�i:`0 c I 1 .:. Vic; 'C•' . •: i � "' ��'. 3' %::', ,��:�' '�,; '(, .. , '. � �� ., Ski 1�• 1 ,T.• .�:•. .:f :I:..a: 11 1 18 •!:TiaX11 . Eipl. :�.,� `..:';::' \,. 1 i• ''� . � : fir:. .�• . o TR 20` .� � ./ .. � .. •ii 1 . �\ �`\�.9 Ori i./A , e 4; B° '19000 \` \ l 10 76 TEST HOLE LOCATION PLAN SCALE 1a = 200' Pl w MUNICIPALITY OF ANCHORA GE 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 WATER SUPPLY PERMIT Initial Date Issued: Sep 27, 2001 Expiration Date: Sep 27, 2002 Permit Number: SW010401 Lega! Description: VILLAGES VIEW ESTATES TR Design Engineer: 0014 Anderson Engineering Owner Name: Kin Shaw Owner Address: PO Box 110637 Anchorage, AK 99555-5555 lB Parcel ID: 020-311-38 Site Address: Lot Size: 844149 SQ. FTo Total Bedrooms: 0 Permit Bedrooms: 0 This permit is for the construction of: [] Disposal Field [] Septic Tank [] Holding Tank [--'] Privy r~ 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. f,; 5? The following ispecial prOviSions. ~, WHEN THE WELL HAS BEEN COMPLETED AND '$~TiSFAC+°RYwA~ER'pRODucTi~)N'i~ DETERMINED; ~:,THE WELL DRILLER SHALL PUT AN APPROVED SANITARY SEAL ON THE WELL HEAD AND NO PITLESS '~iADAPTER OR PUMP SHALL BE INSTALLED UNTIL AN APPROVED WASTEWATER DISPOSAL SYSTEM HAS ~i;BEEN CONSTRUCTED.. THIS PERMIT FOR WATER WELL NUMBER Received By: ~ ~ Issued By: ~~~-" ~' ~ Municipality of Anchorage Development Services Department Building Safety Division On-Site Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK, 99519-6650 www. ci.anchorage.ak.us (907) 343-7904 ON-SITE SEWER/VVELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. 020-311-38 Permit Number Properly OWner(s). Kin Shaw Mailing address (1) P.O. Box 110637 Anchorage, AK 99511 Mailing address (2). Legal description (Lot, Block & Sub'd.) Tract lB, Villages View Estates Legal description (Section, Township '& Range) Day phone 345-9617 .Zip Code ~(Well No. 2) Lot Size 844,149 SF Acres/Sq. Ft. THIS APPLICATION IS FOR: Sewer Only r-'l Sewer and Well r'-] Sewer Upgrade [-'] THIS PROPERTY CONTAINS: Hot Tub D Swimming Pool D Therapy Pool D Number of Bedrooms Well Only' [] Water Storage [] Jacuzzi [] Water Softening Unit [] I certify that the above information is correct. I further cedify that this application is being made for a Single Family Dwelling and is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) Permit Fees: Date of Payment: Receipt Number: (Rev, 12/00) Waiver Fees: Date of Payment: Receipt Number: MEMORANDUM DATE: TO: FROM: SUBJECT: September 24, 2001 Dan Roth Mike Anderson, P.E. Tract lB, Villages View Estates Subdivision Proposed Subdivision The owner of Tract lB, Villages View Estates Subdivision is attempting to subdivide the property into 4 lots. A condition of plat approval is providing evidence of water availability. We are therefore requesting to place 3 wells on the property at the locations shown on the attached drawings. If the wells are found to be sufficient, they will be used to served homes to be constructed on the lots in the future. Please review the attached drawings and issue the permits so the wells can be placed on the tract. Let me know if additional information is required. NO :. WELL LOCATION PLAN SCALE 1" = 200' • ��� 1 8 9 74.5 allia • E 8 • Municipality of Anchor. e Ask 4_ P Y SEP 2 2017 On-Site Water and Wastewater Progra (907) 343-7904 i, S A ETT Certificate of On-Site Systems Approval L Parcel I.D. 020-311-42 Expiration Date: 1 ( l 1. GENERAL INFORMATION: Complete legal description Villages View Estates West; Lot 3 Location (site address) 19773 Villages Scenic Parkway*Anchorage,AK 99516 Current Property owner(s) Alaska Housing(FORECLOSURE) Day phone Mailing address Real Estate Agent Jim Standiford Day phone 244-3940 2. TYPE OF DWELLING: ® Single Family (w/wo ADU) El Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 4 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well ® Individual Individual Water Storage ❑ Holding Tank ❑ Community Class Well ❑ Community ❑ Public Water System ❑ Public Sewer ❑ WaiverNariance request for: Distance: Received by: Date: COSA to be released to the engineer,unless otherwise requested by the engineer. COSA Fee $ SOL Waiver Fee $ Date of Payment 61I gl/? Date of Payment Receipt Number c j&6 Receipt Number COSA# O5(1'.7tfCi / Waiver# 5. 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 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 (GEG) Phone: 907-337-6179 Address: 3701 East Tudor Road, Suite 101-Anchorage,Alaska 99507 Engineer's Printed Name: Jeffrey A. Garness Date: ' 1 f a-1 illi 7- �ooCQo\p In conducting this evaluation,GEG provided an engineering evaluation of the well and/or septic system .=,'='''' OF h 4. in accordance with the guidelines and regulations established by the Municipality of Anchorage and o .,.••''" industry practices. The reported results describe the condition of the system/s on the date/s of the O Q--_ ' 0 / -.":/,(-‘4,nn evaluation. Separation distances were measured to readily identifiable features. Hidden defects or , ' '''(JO encroachments may exist that were not identified during the evaluation. The operational life of all wells ) c 4-v IAA, '.•r VO and septic systems depend upon a variety of variables, including but not limited to, soil conditions, Q groundwater levels (that may fluctuate during the year), quality of construction (materials and A 0 workmanship),and the water usage of the family utilizing the system/s. These conditions can vary,andli are outside the control of GEG. Satisfactory test results do not guarantee future performance of the J- ' .crness, a system/s;therefore, GEG makes no warranty(express or implied) regarding the future performance of (11)136,1 ' CE 77 3 ' a p� the well or septic system. GEG makes no representation whether an alternative well or septic system VV 's a ..• . �c�4 can be installed on the property in the event either of the current systems fail to perform adequately in 1%7,' "9/ '1 I.7' / the future. The content of this report is for the sole benefit of the person/party that retained GEG to 04,� perform the evaluation. Reliance upon the information provided in this report by any other person or 4�4oQ�DOQaQ� party (including subsequent property purchasers) is not authorized, nor will it confer any legal right o whatsoever. #AECC884 6. DSD SIGNATURE System #1 Approved for Lr bedrooms ,;\`` 1mic(t(crii System #2 Approved for l bedrooms ,Q� C Disapproved ON-SITE 9 Conditional approval for bedrooms, with the follo•yv,ngSAS -1�• DR rn Q PROGRAMS ��''v7"afK\1C- ....._ By: j t..,------ l‘ t, Original Certificate Date: /0 —4--l 7 The Municipality of Anchorage Development Services Division (DSD) issues Certificates of On-Site Systems Approval (COSA) based only upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 7. ATTACHMENTS: COSA Checklist )C Nitrate Advisory .X__. Septic System Advisory Arsenic Advisory Well Flow Advisory Other COSA blue sheel_10.10.12.doc If more than 1 septic system is on the lot: COSA Checklist # of Structure served by this system Certificate of On-Site Systems Approval Checklist Legal Description: VILLAGES VIEW ESTATES WEST; LOT 3 Parcel ID: 020-311-42 A. WELL DATA Well type PRIVATE If A. B. or C provide PWSID# N/A Well Log (Y/N) YES Date completed 10/19/01 Sanitary seal (Y/N) YES Wires properly protected (Y/N) YES Total depth 367 ft. Cased to 31.8 ft. Casing height (above ground) 18+ in. FROM WELL LOG AT INSPECTION Date of test 10/19/01 9/21/17 Static water level 0.71 ft. 12.2 ft. Well production 2.5 g.p.m. 4+ g.p.m. WATER SAMPLE RESULTS: Coliform NEG colonies/100 ml. Nitrate 6.27 mg./L. Collected by: GEG, Ltd. Arsenic: <5.0 ug./L. Date of sample: 9/19/17 B. SEPTIC/HOLDING TANK DATA ADVANTEX Tank Type/Material STEP/STEEL Date installed 4/24-28/09 Tank size 1500 gal. Number of Compartments 2 Cleanouts (Y/N) YES Foundation cleanout (YIN) YES Depression over tank (Y/N) NO High water alarm (YIN) YES Date of pumping Pumper C. ABSORPTION FIELD DATA -BELOW EXISTING GRADE AT MT EAST/WEST Date installed 4/24-28/09 Soil rating 'or ft-/bdrm) 2.0 System type DUAL SHALLOW TRENCH Length 32/30 ft. Width 5/5 ft. Gravel below pipe 0.5/0.5 ft. Total depth 3.4+ ft. Eff. absorption area 310 ft2 Monitoring tube YES Depression over field NO Date of adequacy test 9/21/17 Results (Pass/Fail) "PASS For 4 bedrooms Fluid depth in absorption field before test 0 in. Water added 1014 gal. New depth 0 in. Elapsed Time: 0 min. Final fluid depth 0 in. Absorption rate >= 600+ g.p.d. Any rejuvenation treatment (past 12 mo.) (Y/N & type) NONE KNOWN If yes, give date - "TESTED EAST TRENCH ONLY- 1000 GALLON PRE-SOAK PERFORMED ON 9/20/2017-APPROVED BY DEB WOCKENFUSS WITH MOA ONSITE DEPARTMENT 'SEE ADVANTEX MAINTENANCE LOG. "SECOND COMPARTMENT OF 1500 GALLON STEP TANK. D. LIFT STATION "'YES - PER 2/17/2010 MOA ELECTRICAL INSPECTION REPORT. Date installed 4.-24 2812009 Size in gallons "500 Manhole/Access (Y/N) YES "Pump on" level at TIMER in. "Pump off" level at TIMER in. High water alarm level at 46 in. Datum _BOTTOM OF TANK Cycles tested Meets alarm & circuit requirements? '- E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lift station on lot 100'+ On adjacent lots 1004 Absorption field on lot 100'+ On adjacent lots 100'+ Public sewer main 75+ Public sewer manhole/cleanout 100'+ Sewer/septic service line 25'+ Holding tank 75'+ 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 5'4- Water '+Water main 10+ 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 10'+ Water service line 104 Surface water 1001+ Driveway, parking/vehicle storage 10'+ Curtain drain NONE KNOWN Wells on adjacent lots 100'+ F. COMMENTS �viaaaaaii1 G. ENGINEER'S CERTIFICATION ~*•.� OF ,n/ f�� I certify that 1 have determined through field inspections and ,,. 4 -• * ,▪ • 1 , 0 r ' review of Municipal records that the above systems are inI •r 0 conformance with MOA COSA guidelines in effect on this date. i e'i y A. arness:: - sr Engineer's Printed Name JEFFREY A. GARNESS '•-•--..� •,V CE-7953 �: � ..4Q�:'�...ai11 do cam• Date /a7// +ii r-%FESSI�P:4 LICENSE MII\liat,ar."� #AECC884 (Rev. 10/12/12) • Municipality of Anchorage Development Services Department Building Safety Division rt, On-Site Water and Wastewater Program 4700 Elmore Street P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907) 343-7904 Nitrate Advisory Certificate of On-Site Systems Approval # OSC 171461 A Certificate of On-Site Systems Approval inspection and test of potable water was recently conducted on the well water supply on Block , Lot 3 of Villages View Estates West subdivision. This inspection revealed a nitrate concentration of 6.27 milligrams per liter (mg/L) was reported for the property's well water sample. The Environmental Protection Agency (EPA) has established a maximum contaminant level (MCL) of 10.0 mg/L for public drinking water systems. While private wells are not subject to this regulation, EPA standards are based on existing health information and can therefore be used to gauge the relative quality of water from private wells. Please see the attached "Nitrate Fact Sheet" for important information regarding nitrate. This advisory must be attached to all copies of the subject Certificate of On- Site Systems Approval. Nitrate Fact Sheet From Northern Testing Laboratories, Inc. Nitrate is a negatively charged compound of nitrogen and oxygen, which is very soluble in water. Nitrate is not readily filtered or otherwise removed in the soil and can pass rapidly into ground water wells. SOURCE: Nitrate is a major component of fertilizer and wastewater. Often the nitrate is in the form of ammonia or protein first, which through contact with oxygen and certain bacteria, converts to the oxidized form known as nitrate. Sources of nitrate from wastewater include urea, ammonia cleaners, food solids, and bacterial cells. It may also result from the breakdown of organic matter buried in the soil. TOXICITY: Nitrate is generally not toxic to adults or children over the age of two or three years, but is associated with a potentially fatal infant disease called methemoglobinemia. In the digestive system of young children, nitrate converts to nitrite, which can pass through the intestinal wall into the blood stream. There it combines with the hemoglobin and interferes with the ability of the blood to carry oxygen. For this reason, methemoglobinemia is referred to as "blue baby" disease. The EPA limits the concentration of nitrate in public drinking water supplies to 10 mg/L. The standard has been lowered from a previous level of 45 mg/L set by the US Public Health Service and the World Health Organization. TREATMENT: due to its solubility in water and negative ionic charge, filtration and other common home water treatment systems such as softening or iron filtration does not readily remove nitrate. The best method for limiting nitrate in well water is source control. This can include avoiding overdosing of fertilizer near the well and maintaining good separation distances between septic tank leach fields and the well. A special anion exchange filter that contains a media with a strong affinity for negatively charged ions in water, or by a reverse osmosis treatment system or distillation can remove nitrate. TESTING: Nitrate analysis is usually done by one of the several "wet chemical" methods using a spectrophotometer to read the final color endpoint. Specific ion electrodes also can be used to detect the activity of nitrate in water. This laboratory uses several different wet chemical methods approved under the public water supply laboratory certification program. They also have test kits available, which the laboratory uses to perform an inexpensive "screening test", and with which the homeowner can monitor the change in nitrate levels from their well. They recommend comparing the test kit results against a certified analysis from the lab occasionally to verify the accuracy of the kit. We recommend using a specially prepared bottle that has been rinsed in hydrochloric acid for collecting samples. ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT BETWEEN MUNICIPALITY OF ANCHORAGE AND1D eft K ate./ -IF- pA THIS MAINTENANCE AND REPAIR AGREEMENT made and entered into as of this 21 Day of SVP I of 2017 , by and between -eK + efA,An.. s-;,o%d, herein the"OWNER,"and the Municipality of Anchorage, herein the "MUNICIPALITY." In consideration of the mutual covenants contained herein, the parties to this Maintenance and Repair Agreement agree as follows: 1. Advanced Wastewater Treatment Systems. Municipality grants permission to Owner to tail ize and operate an Advanced Wastewater Treatment System (AWWTS), described as located at (legal description). /41,50.J Y "e -' r?',#i,, GVeJ 7 L 3 2. Definitions. Alteration. Any change to the design or function of an AWWTS that includes the installation or removal of any parts, components or pieces not included in the original construction permit and design. Certificate of On-Site Systems Approval (COSA). An approval by the Municipality of existing water and wastewater disposal systems given at the time of property sale and title transfer in accordance with Anchorage Municipal Code (hereinafter, "AMC") 15.65. These approvals certify that the systems are adequate for the homes that they support and meet the codes that were in place at the time of system construction. Damage. Any man-made or natural change in a system that would inhibit the system from performing as designed. Maintenance and Repair. The scheduled and as needed replacement of existing parts, components and pieces of an AWWTS that were included in the original design which would allow the AWWTS to continue to perform as designed. Permit. An On-Site Wastewater Disposal Permit as required by AMC 15.65 to construct and operate an AWWTS. 3. Term. The term of this Maintenance and Repair Agreement shall begin on the date of approval by the Municipality to operate the installed system or issuance of a COSA, and shall continue while the AWWTS is in use or is operational or until the property is sold or title is transferred by the owner and a new COSA is issued to the new owner or transferee of the property. 4. Alterations, Installation and Removal of Additional Equipment. Prior to performing any alterations to an AWWTS, the owner agrees to obtain an On-site Wastewater Disposal Permit from the Municipality in accordance with AMC 15.65. 5. Maintenance and Repairs. A. Throughout the term of this Maintenance and Repair Agreement, the Owner shall maintain their AWWTS in a satisfactory condition capable of producing treated septic effluent in accordance with the equipment's approval for operation in the Municipality. The owner shall enter into a service agreement with an AWWTS service and maintenance provider approved by the municipality and the manufacturer of the AWWTS for the entire term of the AWWTS. In addition, it shall be the responsibility of the Owner during the term of this Maintenance and Repair Agreement, and any renewals thereof, at the owner's sole expense, to pay for any and all: (1) repair(s), (2) maintenance, (3) adjustment(s), (4) replacement costs, and (5) inspection costs. B. Owner agrees to comply with all applicable ordinance, laws, regulations, rules and orders for the AWWTS. C. Upon request by the Municipality, the owner agrees to provide the Municipality a written schedule of routine maintenance and repairs which have been performed on the system. When a record of maintenance is documented and maintained by the system vendor, the owner agrees to allow the Municipality access to this information. D. Owner acknowledges that the fine for failing to maintain and repair an AWWTS may be assessed in accordance with AMC 14.60 for improper discharge. E. Owner agrees that only maintenance and repair personnel approved by the Municipality will inspect and make any necessary maintenance, repairs or permitted alterations to the system. F. Owner agrees to grant the Municipality reasonable access to test and inspect the AWWTS upon 24 hours written notice. G. Owner agrees that any sale or transfer of title of the property will not occur without a new Certificate of On-Site Systems Approval. H. Owner agrees that the AWWTS installation and maintenance requirements as provided by the AWWTS vendor/installer and approved by the Municipality are the governing guidelines for the construction, maintenance and repair of the Owner's AWWTS. 6. Nonwaiver. The failure of either party at any time to enforce a provision of this Maintenance and Repair Agreement shall in no way constitute a waiver of the provisions, nor in any way affect the validity of the Maintenance and Repair Agreement or any part hereof, or the right of such party thereafter to enforce each and every provision hereof. 7. Amendment. A. This Maintenance and Repair Agreement shall only be amended, modified or changed by a writing, executed by authorized representatives of the parties, with the same formality that this Maintenance and Repair Agreement was executed with, and such writing shall be attached to this Maintenance and Repair Agreement as an amendment. B. For the purposes of any amendment modification or change to the terms and conditions of this agreement, the only authorized representatives of the parties are: a. Owner`,Q t(r�-•� c-t;. ��,,;t ��/�� b. Municipality: Director, Community Development or designated authority C. Any attempt to amend, modify, or change this contract by either an unauthorized representative or unauthorized means shall be void. 8. Jurisdiction: Choice of Law. Any civil action arising from this Maintenance and Repair Agreement shall be brought in the Superior Court for the Third Judicial District of the State of Alaska at Anchorage. The laws of the State of Alaska shall govern the rights and obligations of the parties under this Maintenance and Repair Agreement. 9. Severability. Any provisions of this Maintenance and Repair Agreement decreed invalid by a court of competent jurisdiction shall not invalidate the remaining provisions of the Maintenance and Repair Agreement. OWNER: / 1 -� By: S- en signature) Date: 9-d 7` I 7 DeS(—jt a() geriAcm, (print name) STATE OF ALASKA ) ) ss. THIRD JUDICIAL DISTRICT ) The foregoing instrument was acknowledged before me this 21 day of 5 E VVT 20 by V fele. gUcDlC.✓1 NOTARY PUBLIC FOR ALASKA �y `��� _= My Commission expires: (D .�. 2Q lb " rr 11111111'�,` MUNICIPALITY: B . (�.� .� (signature) Date: 1 Q` LH (print name) Title: 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/onsit6 (907)343-7904 Joo-r n'I1-z CERTIFICATE OF ON-SITE SYSTEMS APPROVAL FOR A SINGLE FAMILY DWELLING Parcell.D. 020-311-42 COSA# 10 0640 1. GENERAL INFORMATION Expiration Date: (y — S —/ o Complete legal description VILLAGE VIEW ESTATES WEST ... LOT 3 Location (site address) _ 19773 VILLAGES SCENIC *ANCHORAGE. AK Current Property owner(s) MELISSA TURNER Day phone 433-9330 Mailing address Lending agency Mailing address Real Estate Agent Mailing address 19773 VILLAGES SCENIC *ANCHORAGE, AK Unless otherwise requested, COSA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: 4 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 ❑ 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 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 Finn GARNESS ENGINEERING GROUP, Ltd. Phone Address 3701 E. TUDOR ROAD, SUITE 101 • ANCHORAGE, AK 99507 Engineer's Printed Name JEFFREY A. GARNESS. P.E. Date Engineers 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 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 other person or party is not authorized, nor will it confer any legal right whatsoever. 5. DSD SIGNATURE n„nmv Conditional approval for bedrooms, with the fllowing stipulations: Attachments: V COSA Checklist Arsenic Advisory Septic System Advisory Maintenance Agreements 337-6179 �'vP�tY OFgN, ON-SfTE • �:� WATER AND WASTEWATER Well Flow Advisory Supplemental Engineers Report Nitrate Advisory Other By; vv Original Certificate Date: l (Rev. 1105 Municipality of Anchorage 0 Development Services Department' Building Safety Division. - On-Sis Water B Wastewater Progam 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: VILLAGES VIEW ESTATES WEST, LOT 3 Parcel to: 020-311-42 A. WELL DATA Well type PRIVATE If A, B, or C provide PWSID# N/A Well Log (Y/N) YES Date completed 10/19/01 Sanitary seal (Y/N) YES Wires properly protected (Y/N) YES Total depth 367 ft. Cased to 31.8 ft. Casing height (above ground) 24 in. FROM WELL LOG AT INSPECTION Date of test 10/19/01 2/16/2010 Static water level 0.71 ft. 6 ft. Well production 2.5 g.p.m. •3 9•p•m• WATER SAMPLE RESULTS: * PA%-^^(-� Pun (3 q ildlo� e Mrw-a. �, S t1`J1 CF Coliform _Q_ colonies/100 mi. Nitrate <0.10 mg./L. Other bacteria 0 colonies/100 ml. Arsenic: <5 ug./L. Date of sample: 2/3/10 Collected by: GEG Ltd. B. SEPTIC/HOLDING TANK DATA JADVANTEX SYSTEM Tank Type/Material S.T.EP./STEEL Date installed 4/24-28/09 Tank size 1500 gal. Number of Compartments E Cleanouts (Y/N) YES Foundation cleanout (YIN) YES Depression over tank (Y/N) NO High water alarm (Y/N) YES Date of pumping NEW Pumper C. ABSORPTION FIELD DATA w FINAL GRAQE Date installed 4/24-28/09 Soil rating (g.p.dJft'otlbdr 2_0 System type TRENCH 32 0.5 Length 30 ft. Width 5 ft. Gravel below pipe 0.5 ft. •3.89 Total depth '3.74 ft. EH. absorption area 3100 ft' 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.) (Y/N & type) NONE KNOWN If yes, give date - D. LIFT STATION Date installed 4/24-28/09 Size in gallons 1500 Manhole/Access (YIN) YES 'Pump on" level at TIMER in. "Pump off" level at TIMER in. High water alarm level at 46 in. Datum BOTTOM OF TANK Cycles tested NEW Meets alarm & circuit requirements? YES E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lift station on lot 100'+ On adjacent lots 100'+ Absorption field on lot 100'+ Public sewer main N/A Sewer /septic service line 25'+ Animal containment areas 50'+ On adjacent lots 100'+ Public sewer manhole/cleanout N/A I Holding tank N/A 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 Curtain drain NONE KNOWN Wells on adjacent lots 100'+ F. COMMENTS *PERFORMED BY AAROW PUMP & WELL SERVICES G. ENGINEER'S CERTIFICATION �� �F • ��� I certify that I have determined through field inspections and p ,� ! y ` .,r* v review of Municipal records that the above systems are in ' conformance with MOA COSA guidelines in effect on this date. -•Je f y . G ness' Engineer's Printed Name JEFFREY A. GARNESS QQ —7)95 dO� ��'e� Date ?/O 40ed °roreeelopO`a� COSA Fee A Waiver Fee $ Date of Payment 3 t 1 t I a Receipt Number 0 0 a (Rev. 11105) Date of Payment Receipt Number SGS ReLM 1100405001 Client Name Garness Engineering Gr�oqup, Ltd Printed Date/time Project Name/# Village View Est West CS TR I B Collected DateMme Client Sample ID Village View Est WestL TR1B Received Datefrime Metria Drinking Water Technical Director Sample Remarks: 02/102010 15:32 02/032010 14:15 02/042010 10:40 Stephen C. Ede Allowable Prep Anilysis Parameter Results LOQ Units Mcdad Container ID Limits Date Date Init Metals by ICY/M3 Arsenic 5.00 U 5.00 ug(L EP200.8 C (<10) 02/04/10 02/09/10 NRB Waters Department Total Nitmtc/Niuitc-N 0.100 U 0.100 Microbiology Laboratory Colony Count 0 Total Coliform 0 Fecal Coliform 0 mg/L SM204500NO3-F B (q0) eOVl00mL SM209222B cOUlOOmL SM209222B col/100mL SN1209222B A (<200) A (<I) A (<D 02/10/10 R3T 02/04/10 SDP 02/04/10 SDP 02/04/10 SDP Lot 2 1 I � I \y I\ / / \ 588'20'57"W 388.42 1 \ \\ \ 3" PVC \ ® ® i1 \�\ �__�—'1' \ \Well / N 4"PVC \ 100' Protective y o' © ® \ 1 20 I Well Radius `\Drivem Grovel -II(Plowedm 10Litt Stotion.36' PVC( TSeptic Boxmrn o 1 13\0 1 Existing House (See Detail Below) Lot 3 III 100' Protective Well Radius / I rt,0 I Sig. N65 \9 \ 100• Protective \ Well Radius 0 F 3 I 11 1 1 � _ 1 I I Cote Post' Well Lot 4 DETAIL Scale: 1"-20• r� 1 / \ Gote Post \\ 11 If I i SS) N O Existing House 36.7 NOTE: THIS DRAWING IS NOT TO BE MODIFIED FOR USE AS A PLOT PLAN WITHOUT THE EXPRESSED WRITTEN CONSENT OF LANTECH. Legal Descrlphon: ordered By Melissa Turner M \ Lot 3 \ \ Gravel Drive AS -BUILT Legend: o OF A� l Septic Standpipe QS vp�c •... Lot 3, Lift Station ® Villages View Estates West Well ® o: 4 ..............H EXCLUSIONARY NOTE: It Is the owners' responsibility to determine the existence 0 of any an thents, riled smle, alon lot. or bent- circumstances takings Mlcn do not ... .. . ffma .:... Lmrlte.chl data h re Ne recorded sconstruct pial. Under no cYc ropert lin should any Ptlala hereon Ds used fa eonelrucllan, for ealaDllaning property Ilnea, or for � .A lhonyffman; blot—plan purposes. Q�° LS -9020 +i LAND do CONSTRUCTION SURVEYORS—PLANNERS—ENGINEERS SURVEY CERnrICATON: LANTECH has conducted o physical survey of the property �� as 1+�(�,(P • ' p5d 440 West Benson Boulevard, Suite 200 Phone: 526-5291 ae shown on this drawing and certifies that the Improvements situated thereon 40P'of l "°o are within the property linea and no encroachments extol other than noted. QO ession Anchorage. Alaska 99503 Fax: 561-6626oao 04000 Plot No: 2002-43 1GrId No: SW3738 Date: 1/26/2010 lDro.n By. CB work Order: 2010—L-08 fb/Pq: 753/54-56 IScoletl"-60' lChecked By. JMZ