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HomeMy WebLinkAboutVIKDAL LT 1VI'* kdal Lot 1 #051- 161- 34 Certified Drilling Log by DOC CO dba �ULLIVAN WATER WELLS hgo P.O. Box 670269, Chugiak, AK 99567 OWNER OF LAND:JrAZ /Jii ?!k `�(Y* A(_ S1z_gLJA BOREHOLE - DEPTH ADDRESS:�// Fom LEGAL DESCRIPTION: I/ f k'0'q z L fl l PERMIT NUMBER: OS'Pi111 � e Date of Issued - 1 TAX IDENTIFICATION NUMBER: Is well located at approv permit location? ❑ Yes 0 No Method of Drilling: it rotary ❑ cable tool . Depth of well: 079-D Casing Type O E L Wail Thickness a5�D Jnches Diameter 61 inches, depth 16ol feet Liner Type: /1)O xJE_ D 85 S r_7 Casing Stickup Above Ground: a feet Static Water Level: 67q feet Recover Rate: 5" gpm Method of Testing: - 1'911_ Well Intake Opening Type: U open end Qt -pen hole O Screened; Startfeet Stopped feet 0 Perforations Start f t Stopped feet Grout Type: 1 olume aoF Depth: from 1) feet, to RS) feet Well Disinfected Upon Completion? 41es ❑ No Method of Disinfection: 0dj"Y4AJit 50 &/21 Comments: I WATER QUALITY TESTING 688-2758 C4s/kJ6 97-1CsK J10 DtJt`✓Z l�d,e�o,�� CL -14-Y 5 'L 7Y CA,34 4 S3 C4141i cc � ljG � e C[_p9 y Sd9>v10S1'�1� Ca,�P�.a.�ot>a/x Sj," d si Dw'E 5?17VI�4�1 t70 Nf enic N o mg/L ! tsenic W A� w0 ug/L I f I Driller's Name col -E ATTENTION: It is the responsibility of the property owner to submit a copy of the well log to the proper authority. Municipality of Anchorage. Department of Health & Human Services and/or Department of Environmental Conservation. Matsu Borough: Department of Environmental Conservation. 3 unm NOW wu a mim - . / r - Well Drilling Permit Number: Parcel Identification Number: ARCTIC PUMP & WELL INC. Jim Sullivan PO Box 770197 Eagle River, AK 99577 (907) 688-2510 (907) 243-2282 Pump Installation Log osp131077 05116134000 Date Of Issue: 5/3/2013 Legal Description VikdalLt Property Owner Name Address: Jeremiah/Crystal Sterling Lot: 1 PO BX 771955 Block: Eagle River AK 99577 Pump Installaion Date: 8/1512013 Pump Intake Depth Below Top of Well Casing: 191 Feet Pump Manufacturer's Name Pump Model: Pump Size: Pitless Adapter Burial Depth: Pitless Adapter Manufacturer's Name Pitless Adapter Installer: Well Disinfected Upon Completion? Method of Disinfection: Comments: pump Installer Name: Vctic Pump & Well, Inc. ihursdai% February 13, 204 Franklin Constant Pressure System: 10SDOP 1.5HP 1.5 HP 12 Feet B-10 Green Yes Chlorine Permit Number: OSP131077 Tax Code Number: 05116134000 Work Type: Well Permit Effective Dates: May 03, 2013 On -Site Water System Permit MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water & Wastewater Program 4700 Elmore Road, PO Box 196650 Anchorage, AK 99519-6650 Telephone: (907) 343-7904 to May 03, 2014 Design Engineer: GARNESS ENGINEERING GROUP LTD Subdivision: VIKDAL Site Legal Address: VIKDAL LT 1 G:1255 Owner/Address: STERLING JEREMIAH J & CRYSTAL M PO BOX 771955 EAGLE RIVER AK 995771955 Site Mailing Address: This permit is for the construction of: N Disposal Field N Septic Tank Lot Size in Sq Ft: 55752 Total Bedrooms: 4 N Holding Tank N Privy Y Private Well N Water Storage All construction must be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80). 3. The wastewater code requires inspections during the installation. The engineer must notify the Development Services Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either: A. Open and Close on the same day. B. Covered, sealed, and heated to prevent freezing. Received Issued By, MUNICIPALITY OFF Community Development Department Development Services Division -- On-Site Water & Wastewater Program Phone: 907-343-7904 Fax: 907-343-7997 ON-SITE SEWER/WELL PERMIT APPLICATION Parcel I.D. 0 ,4�7 1- I b f - 34 Property owner(s) it+tva q 1 fmd) w 9 Day phone 76q- a S Z Mailing address 10 BGr 77 f `155 *- Caglf Rlv��d fFk 9gs77 Siteaddress nUtr/ perlv5 6t- `/-L-Awrnktl K� Legal description (Sub'd., Block & Lot) V1 4o, l La t Legal description (Township, Range & Section) Lot Size Sq. Ft. Number of Bedrooms q APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field ❑ Initial ❑ Single Family (SF) 91 Septic Tank ElUpgrade El(w/wo ADU) Holding Tank ❑ Renewal Duplex (D) El Privy ❑ Multiple Dwellings ❑ (SF and/or D) Private Well Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE ! WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. &K-6 (Signature of property owner or authorized Permit/Rush Fees: 1.45) Waiver Fees: Date of Payment: Receipt Number: — Permit No. a!310 7 Permit App_9-1-12.doc Date of Payment: Receipt Number: Waiver No. GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS May 3, 2013 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: Reissuance of Well Permit (Permit # OSP111138) for Vikdal Subdivision; Block 1 To whom it may concern: The owner of the property is requesting that the well permit be reissued for the referenced property. The septic system was installed in April of 2012. The house has not been constructed yet. The proposed well location on the submitted as -built is where the well driller is proposing to drill the well. In short, there should be no concerns with reissuing the well permit for this property. If you have any questions, please contact us at 337-6179. Thank you for your assistance. P.E., M.S. 3701 E. Tudor Road, Suite 101 * Anchorage, AK 99507-1259 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.gamessengineering.com Municipality of Anchorage Community Development Department Page 1 of 3 On -Site Water & Wastewater Program 4700 Elmore St. • P.O. Box 196650 Anchorage, AK 99519-6650 • http:/Avww.muni.org/onsite • (907)343-7904 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP1 11138 PID Number: 051-161-34 ® New ❑ Upgrade Name:JEREMIAH STERLING ABSORPTION FIELD ❑ Deep Trench ® Shallow Trench ❑ Bed ❑ Mound Address: PO BOX 771955 *EAGLE RIVER, AK 99577 ❑ Other Phone: No. of Bedrooms: soil Rating: Total Depth from original grade: (907) 764-8852 4 0.45 GPD/Sq. Ft. 8.0 MAX Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade: SEE DWG. Ft. Gravel depth beneath pipe: 4.03 & 4.12 Ft. Subdivision: VIKDAL Block: Lot: — 1 Fill added above original grade: Gravel length: SEE DWG. Ft. 70 & 70 = 140 Ft. owns ip: — ange: — ec ion: — Gravel width: Beds Number of lines Distance between lines: 5 Ft.— Ft. SEPARATION DISTANCES Total absorption area: 1400 SQ. Ft. Number of trenches: 2 Dist. between trenches: 10+ Ft. To From Septic Tank Absorption Field Lift Station Holding Tank Public/Private Sewer Lines Well 100'+ 100'+ — — 25'+ TANK ® Septic ❑ S.T.E.P. ElHolding ❑ Other Manufacturer: Capacity: Surface water 100'+ 100'+ — — ANCHORAGE TANK 1250 Gal. Lot Line 5'+ 10'+ — — N /A Material: STEEL Number of compartments: 2 Foundation 5'+ 10'+ - - LIFT STATION Curtain Drain NONE KNOWN Manufacturer. Capacity: Gal. Remarks: 'Pump on' level at: [Pump off' level at: Hi er alarm at: Pump Make do Model• ctrical Inspections performed by: PIPE MATERIAL House to tank D3034 Tank to D3034 drainfield Installer DAN GREEN Drainfield D3034 CO/MT D3034 Inspector GEG, Ltd. BENCHMARK (Assumed elevation) 100.29 Ft. Inspection Dates: 1 St 4/3/12 2nd 4/3/12 Location and Description: 3rd 4/4/12 4th 4/4/12 BACK DOOR (BASEMENT) THRESHOLD Community Development Department Approval ENGINEER'S SEAL oob0000p 0 Conditional approval: PP Date: . '••'� 0� ap,`Q, A 4�D... ........................... D �O .Je y . Gar ess.: `QE 79 (�ad Congi }tlor.A� aravel, �/ Approved: Date: 2 ��4p�00000r' PERMIT NUMBER: OSP111138 AS -BUILT DRAWING PARCEL 5 EL ID NUM7BER: REVISION WITH SWING -TIES TO HOUSE CORNERS 2/17/2014 A B FCO 23.9 16.9 ST1 50.2 38.8 ST2 57.4 46.0 DBL1 60.1 48.7 DBL2 61.2 49.8 FS 66.4 55.1 C01 85.3 56.1 MT1 82.7 56.2 CO2 64.6 75.2 MT2 61.5 68.6 CO3 101.7 75.1 MT3 98.0 74.3 C04 78.2 85.4 MT4 76.6 80.6 1-1 1- 4 i i i RESERVE SITE (ADVANCED TREATMENT) FCO II � NEW DRAINFIELDS II NEW 3 _ _ – T4 �H rMT = `__�jCO2 2 CO3 *TH#1 'MT2 _ �T-1c' _ �' DBL1&2 NEW 1250 GALLON Coll— —' _ SEPTIC TANK EXISTING I I EXISTING WEI \ --A – GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS 3701 E. 7UDOR ROAD. SU17E 101 ANCHORAGE. AK 99507 • PHONE (907)337-6179 • FAX (907)336-3246 • WEBWE: w—gornessergineering.com 4 T ��l ►.. ................ PREPARED FOR: PHONE NUMBER: PAGE NUMBER: JEREMIAH & CRYSTAL STERLING 764-8852 2 OF 3 Q Je A Garn ss, Q� << LEGAL DESCRIPTION: DRAWN BY: OD s E-79 ,ceG VIKDAL SUBDIVSION; LOT 1 J.L.M. D��P�eaP��� TYPE OF WORK: DATE: REVISED �O Fafess�o, % AS -BUILT DRAWING 2/17/2014 �D0000�� FCO II � A II NEW o 4 BEDROOM HOUSE 3 NEW II WELL R.O.W EASEMENT EMENT— — --f- GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS 3701 E. 7UDOR ROAD. SU17E 101 ANCHORAGE. AK 99507 • PHONE (907)337-6179 • FAX (907)336-3246 • WEBWE: w—gornessergineering.com 4 T ��l ►.. ................ PREPARED FOR: PHONE NUMBER: PAGE NUMBER: JEREMIAH & CRYSTAL STERLING 764-8852 2 OF 3 Q Je A Garn ss, Q� << LEGAL DESCRIPTION: DRAWN BY: OD s E-79 ,ceG VIKDAL SUBDIVSION; LOT 1 J.L.M. D��P�eaP��� TYPE OF WORK: DATE: REVISED �O Fafess�o, % AS -BUILT DRAWING 2/17/2014 �D0000�� PERMIT NUMBER: AS BUILT DRAWING PARCEL ID NUMBER: OSP111138 051-161-34 TOP OF TANK AT INLET = 94.83 INVERT OF BUNG AT INLET = 94.20 ORIGINAL GRADE = 96.04-, NORTH TRENCH FINAL GRADE = 96.38+ FILTER FABRIC INSULATION FINAL GRADE = 97.63-97.73 ST2 ORIGINAL GRADE = 96.92-\ - TOP OF TANK AT OUTLET = 94.83 INVERT OF BUNG AT OUTLET = 94.04 SOUTH TRENCH FINAL GRADE = 97.00+ FILTER FABRIC RELATIVE ELEVATION OF BOTTOM OF TESTHOLE = 81.54 (DRY) RELATIVE ELEVATION OF BOTTOM OF TESTHOLE = 82.42 (DRY) OF A4, off•• � � GARNESS ENGINEERING GROUP, Ltd. �9 TH CONSULTANTS & GENERAL CONTRACTORS �• • • •""•'I" 3701 E. TUDOR ROAD. SUITE 101 • ANCHORAGE. AK 99507 • PHONE (907)337-6179 • FAX (907)338-3246 WEBSITE:. .9orneneng;ne ing.com O PREPARED FOR: PHONE NUMBER: PAGE NUMBER: JEREMIAH & CRYSTAL STERLING 764-8852 3 OF 3 riE- ' • o .Je fre�Y. A. Gayness: LEGAL DESCRIPTION: DRAWN BY: oO0 9 E. 7953 ,ce4 VIKDAL SUBDIVISION; LOT 1 J.L.M. TYPE OF WORK: DATE: REVISED 4�QaPF°fessio�°oo PROFILE AS—BUILT DRAWING 2/17/2014 D�OO��Oo On -Site Water & Wastewater System Permit MUNICIPALITY OF ANCHORAGE rr Development Services Department On -Site Water & Wastewater Program` 4700 Elmore Road, PO Box 196650 L;e��art�rzerk Anchorage, AK 99519-6650 Telephone: (907) 343-7904 Permit Number: OSP111138 Tax Code Number: 05116134000 Work Type: WellSeptic Initial Permit Effective Dates: July 12, 2011 to July 11, 2012 Design Engineer: GARNESS ENGINEERING GROUP LTD Subdivision: VIKDAL Site Legal Address Owner/Address: Site Mailing Address: VIKDAL LT 1 G:1255 STERLING JEREMIAH J & CRYSTAL M PO BOX 771955 EAGLE RIVER AK 995771955 This permit is for the construction of: Y Disposal Field Y Septic Tank N Holding Tank N Privy Lot Size in Sq Ft: 55752 Total Bedrooms: 4 Y Private Well N Water Storage All construction must be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80). 3. The wastewater code requires inspections during the installation. The engineer must notify the Development Services Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either: A. Open and Close on the same day. B. Covered, sealed, and heated to prevent freezing. Received By: Issued B Date: Date MUNICIPALITY OF ANCHORAGE Community Development Department Phone: 907-343-7904 Development Services Fax: 907- 343-7997 On -Site Water & Wastewater Program Mayor Dan Sullivan On -Site Sewer/Well Permit Application For A Single Family Dwelling Parcel I. D. I ' ( l'�2 u � - b 1 Property owner(s) JEREMIAH & CRYSTAL STERLING Day phone 764-8852 Mailing address PO BOX 771955 *EAGLE RIVER, AK 99577 Site address NHN DOTIES DRIVE *CHUGIAK Legal description (Sub'd, Block & Lot) VIKDAL LOT Legal description (Township, Section & Range) Lot Size Sq.Ft. Number of Bedrooms 4 THIS APPLICATION IS FOR: (® all that apply) Absorption Field Z Septic Tank Holding Tank ❑ Privy ❑ Private Well Water Storage ❑ THIS APPLICATION IS AN: Initial Upgrade ❑ Renewal ❑ THIS APPLICATION INCLUDES A VARIANCE/ WAIVER REQUEST FOR: 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. (Signature of property owner or authorized agent) Permit/Rush Fees: e Waiver Fees: Date of Payment: (- 3c)- l l� Date of Payment: Receipt Number: a a � Receipt Number: Permit No. 0 J � I l � � 33 Waiver No. (Rev. 01/11) May 23, 2011 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 Initial Septic System for Vikdal Lot 1 To whom it may concern: The referenced property is currently vacant. The owner is proposing to build a 4 bedroom house that will be served by a private well and septic system. We are proposing to install a 1250 gallon septic tank and dual 5 -wide trench type drainfields. Attached are a site plan and a design drawing showing the proposed septic system. Two test holes were excavated on the property. The drainfield will be designed around the 30 foot radii of the test holes. 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 are no surface water concerns. 4. TOPOGRAPHY: As can be seen on the attached design drawing 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. inc rely i fir. --Jed r A..°Cra ness, P.E., M.S. Presi' ent;' J NOTE: Attached is a site plan drawing, a design drawing, two detail drawings, and two soil logs, 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 99507-1259 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.gamessen-ineering.com f T15N R1W SEC 7 LOT 6WELL / / / \ I� T15N R1W SEC 8 LOT 200 1 / PROPOSED WELL I1 LOCATION I iED ED \I j PER/1999 I 6tSIGN / O \ i VIKDAL LOT 2 II I iF VIKDAL LOT 1 II I I❑ F i SAMS S LOT A � � PRO S D L� / \ SYSTEIM I iL I �_,\PROPOSED i�\OM B S/D \ / / EXISTING BEDROOM I I 1 /1 I WELL 11_ I PROPO ED 1 0'I I — — a. ~� WELL R M71I ------ ---- 3�\ D❑TIrS\ 1'R ,'x`\ o�D❑TI / DR T15N R1W SEC 18 LOT 6 T15N R1W SEC 18 LOT 5 T15N R1W SEC 17 N2 GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS 701 E. TUDOR ROAD. SURE 101 - ANCHORAGE, AK 99507 • PHONE (907)337-6179 • FAX (907)338-3246 • WEBSRE: w".g=wsengineering.00m PREPARED FOR: IPHONE NUMBER: PAGE NUMBER: EREMIAH & CRYSTAL STERLING 764-8852 1 OF 2 LEGAL DESCRIPTION: DRAWN BY: VIKDAL LOT 1 PNB TYPE OF WORK: DATE: SITE PLAN 7/11/2011 /�70f 1-\\ i * :..,4, ef,fr'y A. farness: Q p. G a CE -7q53 �Q�professlo�-Go�'/ NUMBER OF BEDROOMS: 4 GALLONS PER DAY (GPD): 600 PERCOLATION RATE/S: 15 & 20 MIN/INCH PROPOSED APPLICATION RATE: 0.45 MINIMUM DRAINFIELD SQ.FT.: 1334 110 MAXIMUM DEPTH: 8' WIDTH: 5' LENGTH: 2 ® 70' = 140' M.O.A. APPROVED SAND FILTER: N/A EFFECTIVE: 4' REDUCTION FACTOR: 0.50 ACTUAL SQ.FT.: 1400 SQ. FT LETTER THAT PERTAINS TO THIS DESIGN. TO OBTAIN A COPY OF THE LETTER CONTACT GEG. BY PROCEEDING FORWARD WITH THIS INSTALLATION, THE ENGINEER, WELL DRILLER, CONTRACTOR AND PROPERTY OWNER AGREE THAT THEY HAVE READ THESE SPECIFICATIONS AND AGREE TO ACCEPT THE TERMS AND NOTE: THE CONTRACTOR SHALL HAVE ALL WELL RADII FLAGGED BY A REGISTERED LAND SURVEYOR PRIOR TO CONSTRUCTION. i 0 0 1 0 1 O 1 0 1 MT H#1 MT 0 o / NUMBER OF BEDROOMS: 4 GALLONS PER DAY (GPD): 600 PERCOLATION RATE/S: PROPOSED APPLICATION RATE: 1.0 MINIMUM DRAINFIELD SQ.FT.: 600 N:N:II i=11d_Vilk19121111Il1aweml MAXIMUM DEPTH: 8' WIDTH: 5' LENGTH: 70' M.O.A. APPROVED SAND FILTER: N/A EFFECTIVE: 4' REDUCTION FACTOR: 0.50 ACTUAL SQ.FT.: 700 SQ. FT RESERVE SITE (ADVANCED TREATMENT) o o � PROPOSED MT DRAINFIELDS CO - TH42 �- , CO MT i -,---INSTALL FLOW SPLITTER & ( o DOUBLE CLEANOUTS Ll� / PROPOSED 1250 / GALLON SEPTIC TANK INSTALL F.C.O w PROPO.�JED 4 \ BEDROOM\ \ HOUSE R.O.W Qo 1 �O I O1 OQ I z PR POSED J} Eff MENT o GARNESS ENGINEERING GROUP, Ltd. 4'", CONSULTANTS & GENERAL CONTRACTORS -^' 3701 E TUDOR ROAD, SURE 701 •ANCHORAGE, AK 99507 •PHONE (907)337-8179 •FAX (907)338-3248 • WEBSITE: www.gamaeaenginearing.eom PREPARED FOR: PHONE NUMBER: PAGE NUMBER: ` •, JEREMIAH & CRYSTAL STERLING 764-8852 2 OF 2 .Jeffr�� A Garness:' LEGAL DESCRIPTION: DRAWN BY: QO9�m j. CE -7953 cG VIKDAL LOT 1 PNBt►�l.► TYPE OF WORK: DATE: 400aprofessioVNl` INITIAL DESIGN DRAWING 7/11/2011 ��O0000 (Rev. 01/05) GARNESS ENGINTEER.ING CROUP, Ltd. CONSULTANTS & GENERA.L CONTPACTORS 3701 E. TUDOR ROAD, SURE 101 • ANCHORAGE, AK. 99507 • PHONE: (907)337-6179 • FAX: (907)338-3246 • WEBSRE: gamessengineerir SOIL LOG — PERCOLATION TEST LEGAL DESCRIPTION: VIKDAL LOT 1 PERFORMED FOR: JEREMIAH & CRYSTAL STERLING DATE: 5/20/11 DEPTH ---- ORGANICS (feet) = TEST HOLE # 1 1 LOAM (SM) SOIL CLASSIFICATIONS 2- 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 GM TO SM DEPTH TO GROUNDWATER DATE IIIIIIIII • • 11;111!11 '/.%/_ , v//zi MEN IIIIIIIII :'.�'�: `• 81111111 14, 011. 1/�� 6.00" — DEPTH TO GROUNDWATER DATE DRY 5/20/11 D RY 512-7111 5/23/11 1 2:06 — N SEE ATTA C H E D SITE PLAN SCALE: 1" = 100' DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 5/23/11 1 2:06 — 6.00" — 2 2:36 30 4.00" 2.00" 3 2:36 — 6.00" — 4 3:06 30 4.00" 2.00" 5 3:06 — 6.00" — 6 3:36 30 4.00" 2.00" PERCOLATION RATE 15 (MIN./INCH) FERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 4 FT. AND 5 FT. 20 ' A FOUR HOUR PRESOAK WAS PERFORMED: ®YES ❑ NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: JODY MAUS 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: GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS 3701 E. TUDOR ROAD, SUITE 101 • ANCHORAGE, AK. 99507 • PHONE (907)337-6179 • FAX: (907)338-3246 • WEBSITE: gornessengineerir SOIL LOG - PERCOLATION TEST LEGAL DESCRIPTION: VIKDAL LOT 1 PERFORMED FOR: JEREMIAH & CRYSTAL STERLING DATE: 5/20/11 DEPTH ---_ ORGANICS (feet) TEST HOLE #2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 LOAM (SM) SOIL CLASSIFICATIONS 5/20/11 ORG ML CL OL MH CH OH GW GP GM GC SW SP SM SC D PLY 1512-7111 2 2:35 30 4.50" 0000 o 0 ono 0 3 2:35 �' ,' — 4 GM TO SM DEPTH TO GROUNDWATER DATE DRY 5/20/11 DRY 5/23/11 D PLY 1512-7111 2 2:35 N SEE ATTACHED SITE PLAN SCALE: 1" = 100, DATE READING CLOCK TIME NET TIME WATER LEVEL (MINUTES) READING NET DROP (INCHES) 5/23/11 1 2:05 — 6.00" — 2 2:35 30 4.50" 1.5" 3 2:35 — 6.00" — 4 3:05 30 4.50" 1.5" 5 3:05 — 6.00" — 6 3:35 30 4.50" 15' PERCOLATION RATE 20 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 5 FT. AND 6 FT. 20 ' A FOUR HOUR PRESOAK WAS PERFORMED: ® YES ❑ NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: JODY MAUS COMMENTS: PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PERF RMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 27 !! S 89'59'35" E w, ANC K0 RAGE' T, UP,09RDING DISTRICT PLOT PLAN 0E-. Vl"M-, SUBDIVISION 7' 3' W SEEEREMAINDERNOTE 33 m � 20' REMAINDER LC) to SEE NOTE 4 1 I 3' REMAINDER -10 SEE NOTE 3 ANC K0 RAGE' T, UP,09RDING DISTRICT PLOT PLAN 0E-. Vl"M-, SUBDIVISION 7' 3' SEEEREMAINDERNOTE 33 20' REMAINDER I SEE NOTE 4 Y'� I LOT 1 (I �I I� O Jy 46.0' a PROPOSED o 25.5' HOUSE 41.5' H 7 o l I W o � j W o M N t I I W —{1R W 30.0' I {� PROPOSED D/W �o d o — 15' T&E EASEMENT M �.� c N90'00'00"W D OTIE' S DRIVE SURVEY C _RTIi=1C:A-NON: I, John L. Schuller, have conducted a physical survcy of this property as shown on this drawing and that the irnprovenients situated thereon are within the property lines and no enchroachmcnts exist other that noted_ EXCLUSION NUff It. is the owners responsibility to determine the existence of onv eosernents, covenants, or restrictions which do not appear on the recorded subdivision plat. Under no circumstance shotrIC any information on this drawing be used for construction of fences, structures, improvements, or for establishing boundary lines. WORK ORDE:f; NUnd['f I: )ATF SCALE: E-MAIL: 2010__ 1 "=40' CHECKED BY GRID NUMBER: BOOK/PAGE: JI_S N W1255 1003/03 1-63'1 rn m r N W 177' p � III �J 9 NOTE: 1) It is the contractor's responsibility to check top of foundation grade and building setbacks in relation to the lot line and easements. 2) Elevations are assumed local datum. 3) 3' Remainder of 33' Reservation of Section Line Easement and 33' Roadway and Public Utilities Easement. 4) 20' Remainder of 50' Road Reservatin per "Public Land Order 601". Some state and municipal restrictions may apply. A. ® 49TH 1 . ........ o G�JOHN L. SCHULLER.- LS -10408 IP�� t c'p•A � � e .; � : fay' �a l O = FiLID '` F4 -BAR j YPC = I=fill- I�r;l n_I��Ir_nrr r e v Y'� t� # -10 1831 Tatk.. A%iC17ti)?^age, .:),JE,,. ^:1. 199506 (907) 22'7-- )1.1 5' (Wfice Py 274:---!I) p�E 8Gi • "� Municipality of Anchorage On -Site Water and Wastewater Program (907) 343-7904 s A Cr. CERTIFICATE OF ON-SITE SYSTEMS APPROVAL Parcel I.D. 051-161-34 r Expiration Date: �3 t+ 1. GENERAL INFORMATION Complete legal description VIKDAL LOT 1 Location (site address) 19923 DOTIE'S DRIVE, CHUGIAK, AK 99567 Current Property owner(s) JEREMIAH & CRYSTAL STERLING Day phone Mailing address Real Estate Agent 2. TYPE OF DWELLING: PO BOX 771955, EAGLE RIVER AK 99577 ® Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 4 4. TYPE OF WATER SUPPLY: In.qividual Well Aa dilidual Water Storage Elmmunity Class _ Well ❑ 1041 Public Water System ❑ Day phone f L, TYPE OF WASTEWATER DISPOSAL: Individual Holding Tank ❑ Community ❑ Public Sewer ❑ WaiverNanance request for: Distance: Received by: / /� Date: 61? -/ G COSA to be releat;tat ie 8a i r, unless otherwise requested by the engineer. COSA Fee $ 2'f I.t 0 Date of Payment 3./g,31 IL" Receipt Number Waiver Fee $ Date of Payment Receipt Number COSA# ©SOUW70 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 Onsite 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 _ARCTERRA CONSULTING, INC. Phone 868-3791 Address 20441 PTARMIGAN BLVD., EAGLE RIVER, AK 99577 Engineer's Printed Name KENNETH M. DUFFUS Date 8/19/2016 Engineer's Comments: This investigation was completed in compliance with ADEC and MOA regulations. The assessment of the condition of the well and septic applies only to the conditions as of the day tested. The flow and absorption rates may change due to subsurface conditions that may not be observed from the surface, changes inland use, local soil characteristics, groundwater levels that may fluctuate during the year and the water usage of the family being served by the system. The operational life of all well and septic systems are subject to these various and dynamic characteristics and are outside the control of the evaluator of the well and septic system. Therefore, ArcTerra can not give any estimate of how long a system will function satisfactory for current or future occupants or can ArcTerra guarantee that no unseen OF AL<Q\ encroachments, deficiencies or discrepancies exist. y * 4.0TH *�. 6. DSD SIGNATURE 9 EQi\NETH DUF a System #1 Approved for bedrooms. tr 71p System #2 Approved for bedrooms. . S(Ohbti Disapproved. Conditional approval for bedrooms, with the following stipulations: an Original Certificate The Municipality of Anchorage Development Services Division (DSD) issues Certificates of Onsite 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 X Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other COSA blue sheet 10-10-12.dm If more than 1 septic system is on the tot: COSA Checklist # _of _ Structure served by this system _ Certificate of On -Site Systems Approval Checklist Legal Description: VIKDAL LOT 1 Parcel ID: 051-161.34 A. WELL DATA Well type PRVT If A, B, or C provide PWSID # _ Date completed 513/2013 Sanitary seal (Y/N) y Total depth 220 ft. Cased to 162 ft. FROM WELL LOG Date of test 5/3/2013 Static water level 89 ft. Well production 8 9:p -m. WATER SAMPLE RESULTS: Coliform Mye colonies/100 mL Nitrate ND mg/L Arsenic: Mb ug/L Date of sample: 813/2016 B. SEPTIC/HOLDING TANK DATA Tank Type/Material SEPTIC I STEEL Tank size 1250 gal. Number of Compartments 2 Foundation cleanout (Y/N) Y . Depression over tank (Y/N) N Date of pumping 8/312016 Pumper JRs C. ABSORPTION FIELD DATA Well Log (Y/N) Wires properly protected (Y/N) Y Casing height (above ground) 18+ in. AT INSPECTION 81312!116 90 ft. 5.8 g.p.m. Collected by: ARCTERRA Date installed 413.412012 Cleanouts (Y/N) Y High water alarm (Y/N) N Date installed 413.412012 Soil ratingg.p.d./ft2 r ft2/bdrm) 0.45 System type SHALLOW TRENCtt Length (2 0,701) 140 ft. Width 5 ft. Gravel below pipe 4. 03f4.12 ft. Total depth 8.4 - 9.2 ft. (Measured 8/3/16) Eff. absorption area 1400 ft Monitoring tube Y Depression over field N Date of adequacy test 8/312016 Results (Pass/Fail) PASS For 4 bedrooms Fluid depth in absorption field before test 2315 in. Water added 640 gal. New depth 2817 in. Elapsed Time: 1365 min. Final fluid depth 2213 in. Absorption rate >=600+ g.p.d. Any rejuvenation treatment (past 12 mo.) (Y/N & type) N If yes, give date D. LIFT STATION Date installed "Pump on level at Datum Size in gallons in. "Pump off' level at _ in. Cycles tested E. SEPARATION DISTANCES WELL ON LOT TO: Septic tank/lift station on lot 1001+ Absorption field on lot 100'+ Public sewer main 75'+ Sewer /septic service line 251+ Animal containment areas 50'+ SEPTIC/HOLDING TANK ON LOT TO: Building foundation 5'+ Property line 51+ Manhole/Access (YIN) High water alarm level at in. Meets alarm & circuit requirements? On adjacent lots 100'+ On adjacent lots 1004 Public sewer manhole/cleanout 100'+ Holding tank 1004 Manure/animal excrete storage areas 1004 Absorption field 5'+ Water main 104 Water service line 101+ Surface water 1004 Wells on adjacent lots 1001+ ABSORPTIONFIELD ON LOT TO: Property line 10'+ Building foundation 10'+ Water main 10'+ Water Service line 101+ Surface water. 1001+ Driveway, parking/vehicle storage 104 Curtain drain 50'+ (NONE KNowN) Wells on adjacent lots 1001+ F. COMMENTS G. ENGINEER'S CERTIFICATION I certify that I have determined through field inspections and review of Municipal records that the above systems are in conformance with MOA COSA guidelines in effect on this date. Engineer's Printed Name KENNETH M. DUFFUS Date 8111912016 COSA canary sheet,-6-15.doc OF n.a T14 AZA, *�A' / ,* Municipality of Anchorage On -Site Water & Wastewater Program (907) 343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL Parcel I. D. 051-161-34 1. GENERAL INFORMATION Expiration Date: 7 C Complete legal description VIKDAL SUBDIVISION: LOT 1 Location (site address) I ;y`"'DOTIEl, DRIVE%, CHUGIAK AK 99567 Current Property owner(s) Mailing address Real Estate Agent 2. TYPE OF DWELLING: JEREMIAH & CRYSTAL STERLING Day phone 764-8852 P.O. BOX 771955 EAGLE RIVER AK 99577 Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 4 4. TYPE OF WATER SUPPLY: Day phone TYPE OF WASTEWATER DISPOSAL: Individual Well Individual On-site 0 Individual Water Storage ❑ Individual Holding tank ❑ Community Class Well U Community On-site ❑ Public Water System ❑ Public Sewer ❑ WalwerNariance request for. Received by: r " y -C . • F Date: COSA to be released to the engineer, unless otherwise requested by the engineer. COSA Fee Date of Payment Receipt Number COSA# Waiver Fee $ Date of Payment Receipt Number Waiver # Distance: — 5. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, l 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. l 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. Address 3701 E. TUDOR ROAD, SUITE 101 * ANCHORAGE, AK 99507 Engineer's Printed Name JEFFREY A. GARNESS, RE Engineer's Comments: In conducting this evaluation, GEG, LtD. 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. 6. DSD SIGNATURE —A.Z System #1 Approved for i bedrooms. System #2 Approved for Disapproved. Conditional approval for z bedrooms. Phone 337-6179 Date tr/ bedrooms, with the following stipulations: Original Certificate Date: tOF A&C� rr�i `� ON-SITE Gm� WATER AND �o WASTEWATER oz1 �c9 R400RAM �F ' T M inicipality or Anchorage Develop,emt Services Division (DSD) issues Certificates of On -Site Systems Approval (COSA) based only up the represenatations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality or Anchorage is not responsible for errors or omissions in the professional engineer's work. 7. ATTCHMENTS: COSA Checklist Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other rRa„ loos) If more than I septic system is on the lot: COSA Checklist # of Structure served by this system Certificate of On -Site Systems Approval Checklist Legal Description: VIKDAL SUBDIVISION; LOT 1 Parcel ID: 051-161-34 A. WELL DATA Well type PRIVATE If A, B. or C provide PWSID# N/A Well Log (Y/N) YES Date completed 5/3/2013 Sanitary seal (YIN) YES Wires properly protected (YIN) YES Total depth 220 ft. Cased to 162 ft. Casing height (above ground) 18+ in. FROM WELL LOG AT INSPECTION Date of test 5/3/2013 Static water level 89 ft. Well production 8 g.p.m. g.p.m. WATER SAMPLE RESULTS: Coliform 0 colonies/100 ml. Nitrate <0.10 mg./L. Collected by: GEG Arsenic: <5.0 ug./L. Date of sample: 2/25/14 B. SEPTIC/HOLDING TANK DATA Tank Type/Material STEEL Date installed 4/3-4/2012 Tank size 1250 gal. Number of Compartments E Cleanouts (YIN) YES Foundation cleanout (Y/N) YES Depression over tank (YIN) NO High water alarm (YIN) N/A Date of pumping NEW Pumper *HOUSE IS BEING OCCUPIED IN WINTER OF 2014. C. ABSORPTION FIELD DATA *BELOW EXISTING GRADE Date installed 4/3-4/2012 Soil rating( .p.d./ i r rm 0.45 System type DUAL 5—WIDE Length 140 (2070') ft. Width 5 ft. Gravel below pipe 4.03/4.12 ft. Total depth 8-8.5 ft. Eff. absorption area 1400 ft2 Monitoring tube YES Depression over field NO Date of adequacy test NEW Results (Pass/Fail) — 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 >= — g.p.d. Any rejuvenation treatment (past 12 mo.) (YIN & type) — If yes, give date — D. LIFT STATION Date installed Size in gallons Manhole/Access (YIN)_ "Pump on" level at in. "Pump off" level at a r alarm level at Cycles tested Meets alarm & circuit requirements? E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/l'rft station on lot 100'+ On adjacent lots 100'+ Absorption field on Public sewer main 100'+ On adjacent lots Public sewer manhole/cleanout 100'+ 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'+ Properly 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 Water service line 10'+ Surface water 100'+ Driveway, parkingivehicle storage 10'+ Curtain drain NONE KNOWN Wells on adjacent lots 100'+ F. COMMENTS G. ENGINEER'S CERTIFICATION I certify that I have determined through field inspections and review of Municipal records that the above systems are in conformance with MOA COSA guidelines in effect on this date. Engineers Printed Name JEFFREY A. GARNESS Date 3I S//* (Rev. 11105) *6-- VCE 7/93 �p44 e� 3�Sw .c�.oG 4�na.P� o Pes slob -01 Parcel I.D. Municipality of Anchorage On -Site Water & Wastewater Program (907)343-7904 Day Individual On-site Individual Water Storage so 414u Individual Holding tank - P ❑ Community On-site s,. Public Water System ❑ CERTIFICATE OF ON-SITE SYSTEMS APPROVAL 1-161-34 1. GENERAL INFORMATION Complete legal description Location (site address) Current Property owner(s) Mailing address Real Estate Agent Expiration Date: All VIKDAL SUBDIVISION LOT 1 DOTIE DRIVES, CHUGIAK, AK 99567 JEREMIAH & CRYSTAL STERLING Day phone P.O. BOX 771955, EAGLE RIVER, AK 99577 2. TYPE OF DWELLING: 0 Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 4 4. TYPE OF WATER SUPPLY: Day phone 764-8852 TYPE OF WASTEWATER DISPOSAL: Individual Well Individual On-site Individual Water Storage ❑ Individual Holding tank ❑ Community Class Well ❑ Community On-site ❑ Public Water System ❑ Public Sewer ❑ WaiverNariance request for: f`r Received by: /<``' Date: COSA to be released to the engineer, unless otherwise requested by the engineer. J Al COSA Fee $ `� � U" t4'6 i1;'s' QQ W� ' Waiver Fee $ _ Date of Payment a� 1� Date of Payment Receipt NumberG Receipt Number. COSA # OiSQ `--C 1 C_)'9n Waiver # Distance: — 5. STATEMENT OF INSPECTION BY ENGINEER As certified by my seat 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. / further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. Name of Firm GARNESS ENGINEERING GROUP, Ltd. Phone 337-6179 Address 3701 E. TUDOR ROAD, SUITE 101 * ANCHORAGE, AK, 99507 Engineer's Printed Name JEFFREY A. GARNESS, P.E. Date 17 Engineer's Comments: In conducting this evaluation, GEG, LtD. 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 ofthe system under the conditions encountered at the time of the test, and separation distances measured to readily identifiable features. The operational life ofall wells and septic systems depend on the local soils condition, groundwaterievels 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 DSO. 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 sight whatsoever. 6. DSD SIGNATURE System #1 Approved for C� bedrooms. System #2 Approved for Disapproved. Conditional approval for bedrooms. bedrooms, with the following ;�;•,uitcttt, OF ON-SITE WATER AND us: WASTEWATER o; J PROGRAM CO C -05A 15 not to heysefl dor a -H-Hc, Original Certificate Date: ® 1 A L -I The Municipality or AnchoraVDevelop, emt Services Division (DSD) issues Certificates of On -Site Systems Approval (COSA) based only upon the represenatations 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. ATTCHMENTS: COSA Checklist Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other (Rev. 11105) 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: A. WELL DATA VIKDAL SUBDIVISION; LOT 1 Well type PRIVATE If A, B, or C provide PWSID# N A Date completed 5/3/2013 Sanitary seal (Y/N) YES Total depth 220 ft. Cased to 162 ft, FROM WELL LOG Date of test 5/3/2013 Static water level Well production WATER SAMPLE RESULTS: Parcel ID: 051-161-34 Well Log (Y/N) YES Wires properly protected (Y/N) YES Casing height (above ground) 18+ in. AT INSPECTION — 9 -p.m - Coliform NEG colonies/100 ml. Nitrate NO mg./L. Collected by: OWNERS Arsenic: ND ug./L. Date of sample: 2/6/2014 B. SEPTIC/HOLDING TANK DATA Tank Type/Material STEEL Date installed 4/3-4/2012 Tank size 1250 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) N/A Date of pumping NEW Pumper *HOUSE IS BEING OCCUPIED IN WINTER OF 2014. C. ABSORPTION FIELD DATA *BELOW EXISTING GRADE 201"L f!*r GEG Date installed 4/3-4/ Soil rating (g.p.ddftlor b 0.45 System type DUAL 5—WIDE drm Length 140 (2070') ft, Width 5 ft. Gravel below pipe 4.03/4.12 ft, Total depth 8-8.5 ft. Eff. absorption area 1400 ft2 Monitoring tube YES Depression over field NO Date of adequacy test NEW Results (Pass/Fail) — 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 >= — g.p.d. Any rejuvenation treatment (past 12 mo.) (Y/N & type) — If yes, give date — D. LIFT STATION Date installed Size in gallons Manhole/Access "Pump on" level at in. "Pump off' level Cycles E. SEPARATION DISTANCES level at in. Meets alarm & circuit requirements? SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lift station on lot 100'+ On adjacent 100'+ Absorption field on lot 100'+ On adjacent lots 100'+ Public sewer main NZA Public sewer manhole/cleanout N/A Sewer /septic service line L5 + 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 100'+ F. COMMENTS G. ENGINEER'S CERTIFICATION I certify that 1 have determined through held inspections and review of Municipal records that the above systems are in conformance with MOA COSA guidelines in effect on this date. Engineer's Printed Na//,�e JEFFREY A. GARNESS Date I rLi (Rev. 11105) MAIM LOT 2 O CP Gs S 89°59'35" E GREENHOUSE N 60 12.0 BLM LOT 68 232.3 _3' REMAINDER T� SHED SEE NOTE 1 0 16.0' LOT 1 • SEPTIC • VENT t (typ) 4' CANT 20' REMAINDER --�I SEE NOTE 2 DECK 40.0' EXISTING OUSE COVERED ENTRY 2' CANT / WELL — 1 15' T&E EASEMENT 131.89' 0 DOTIE'S DRIVE rn ANCHORAGE RECORDING DISTRICT ASBUILT OF: VIKDAL SUBDIVISION LOT 1 GRID NW1255 PLAT 2007-176 SURVEY CERTIFICATION: I, John L. Schuller, hove conducted a physical survey of this property as shown on this drawing and that the improvements situated thereon are within the property lines and no enchroachments exist other that noted. EXCLUSION NOTES: It is the owners responsibility to determine the existence Of any easements, covenants, or restrictions which do not appear on the recorded subdivision plat. Under no circumstance should any information on this drawing be used for construction of fences, structures, improvements, or for establishing boundary lines. WORK ORDER NUMBER: DATE: SCALE: E-MAIL; FEB 18, 2014 1 1"=30' 14-002 DRAWN BY: CHECKED BI GRID NUMBER; BOOK AGE: JLS NW1255 140103 NOTE: 1) 3' Remainder of 33' Reservation of Section Line Easement and 33' Roadway and Public Utilities Easement. 2) 20' Remainder of 50' Road Reservatin per "Public Land Order 601". Some state and municipal restrictions may apply. ��.oF..Az%00y 49 9 .`.JOHN L. SCHULLER- a �r LS -10408 A 0 \0 fes sionol �'s n z Z W 33' 30' O = END 5/8" REBAR / YPC = END MONUMENT 4 LAND S 44, Via, a �t7- •`•'w-a• 1831 Talkeetna Street Anchorage, Alaska 99508 (907) 227-1455 office (907) 274-4992 fax GRAVEL D/W M - £ CDW N90'00'00"W� 3' REMAINDER SEE NOTE 1 20' REMAINDER --�I SEE NOTE 2 DECK 40.0' EXISTING OUSE COVERED ENTRY 2' CANT / WELL — 1 15' T&E EASEMENT 131.89' 0 DOTIE'S DRIVE rn ANCHORAGE RECORDING DISTRICT ASBUILT OF: VIKDAL SUBDIVISION LOT 1 GRID NW1255 PLAT 2007-176 SURVEY CERTIFICATION: I, John L. Schuller, hove conducted a physical survey of this property as shown on this drawing and that the improvements situated thereon are within the property lines and no enchroachments exist other that noted. EXCLUSION NOTES: It is the owners responsibility to determine the existence Of any easements, covenants, or restrictions which do not appear on the recorded subdivision plat. Under no circumstance should any information on this drawing be used for construction of fences, structures, improvements, or for establishing boundary lines. WORK ORDER NUMBER: DATE: SCALE: E-MAIL; FEB 18, 2014 1 1"=30' 14-002 DRAWN BY: CHECKED BI GRID NUMBER; BOOK AGE: JLS NW1255 140103 NOTE: 1) 3' Remainder of 33' Reservation of Section Line Easement and 33' Roadway and Public Utilities Easement. 2) 20' Remainder of 50' Road Reservatin per "Public Land Order 601". Some state and municipal restrictions may apply. ��.oF..Az%00y 49 9 .`.JOHN L. SCHULLER- a �r LS -10408 A 0 \0 fes sionol �'s n z Z W 33' 30' O = END 5/8" REBAR / YPC = END MONUMENT 4 LAND S 44, Via, a �t7- •`•'w-a• 1831 Talkeetna Street Anchorage, Alaska 99508 (907) 227-1455 office (907) 274-4992 fax