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HomeMy WebLinkAboutMIDNIGHT SUN LT 2Midnight Lot 2 Sun #051-154-69 Municipality of Anchorage N, Development Services Department = __ Building Safety Division — — On-Site Water & Wastewater Program, 4700 Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 Page 1 of 3 On-Site Wastewater Disposal System and/or Well Inspection Report Permit Number: OSP 1 11068 PID Number: 051-154-25 Name: MIKE ANDERSON W/ MIDNIGHT SUN CONSTRUCTION Wastewater System: ■ New ❑ Upgrade Address: 19735 OLD CRANBERRY RD. *CHUGIAK, AK ABSORPTION FIELD Phone: No. of Bedrooms: (907) 727-1433 3 ■Deep Trench ❑Shallow Trench ❑Bed ❑Mound ❑Other LEGAL DESCRIPTION Soil Rating: 0 8 Total Depth from original grade: 9' MAX GPD/Sq. Ft. Ft. Block: Lot: Subdivision: Depth to pipe bottom from original grade: Gravel depth beneath pipe: — 192 — SEE DWG. Ft. 6.55/6.62 Ft. Township: 1 5N Range: 1W Section: 8 Fill added above original grade: Gravel length: SEE DWG. Ft. — 2 @ 25+ — 50+ Ft. WELL: ® New El Upgrade Gravel width: 2.5+ Number of lines: 2 Distance between lines: 13 Ft. Ft. Classification (Private, A,B,C): PRIVATE Total Depth: 49 Cased To: 49 Total absorption area: 655+ Pipe material: D 3034/ F-810 SG Ft. Ft. SQ. Ft. Driller: SULLIVAN WATER WELLS Date Drilled: 5/31/11 Static Water Level: 17 Installer: WHITTERS CONSTRUCTION Date installed: 6/9-10/11 Ft field: 5 Pump Set At: 40 Casing Height Above Ground: 2 TANK GPM Ft. Ft. SEPARATION DISTANCES ❑ Septic ❑ Holding ® S.T.E.P. ❑ Other* To Septic Absorption Lift Holding Public/Private Manufacturer: ANCHORAGE TANK Capacity in gallons: 1250 From Tank Field Station Tank Sewer Lines Well 100'+ 100'+ 100'+ — 25'+ Material: STEEL Number of compartments: 2 Surface Water 100'+ 100'+ 100'+ - - LIFT STATION Lot Line 5'+ 10'+ 10'+ — — Size in gallons: Manufacturer: 1250 ANCHORAGE TANK Foundation 5'+ 10'+ 10'+ — — "Pump on" level at: "Pump off" level at: High water alarm at: 41 41 47 Curtain Drain NONE KNOWN Pump Make & Model: Electrical Inspections performed by: 20—OSI-05—HHF 1 ® WeVI S W5 i2PLL p C V I (• S Remarks: BENCH MARK Location and Description: BOTTOM OF TRIM NE CORNER OF HOUSE Assumed Elevation: 87.35 Ft. Inspections performed by: GEG, Ltd. Dates: 1st 6/9/11 ENGINEER' OpO�SEAL 2nd 6/10/11 0006 Q �� �_• �� 4 3rd Development Services Department Approval ........... Conditional approval: Date: • • • • • • • • • • • . • ..........p J y . Garn ss. QO C —79 �pO Reviewed and approved by: / Date, �� �4 plrofessIc o (Rev. 4/06) OQOOOO��� PERMIT NUMBER: AS-BUILT DRAWING — OSP111068 PARCEL INUMBER: 051-11 54-25 A B 14.86 45.40 FCO 21.59 49.51 ST1 ST2 26.10 52.74 MH 27.09 53.80 112.79 89.20 MT1 133.99 107.13 PROPOSE LOT 1 MT2 MT3 102.13 88.27 123.28 106.00 MT4 0 J 100' WELL RADIUS I EW DRAINFIELDS 00 RESERVE SITE ,'1 MT 4 0 TH#3 I TH#4 / 3 / MT2 B / MT3 1= MT1 FCO 8T1 MH io ST2 i i A I NEW 1250 GALLON STEP TANK N PROPOSED LOT 2 SCALE: 1 " = 40' �o�o O4 0 A NESS ENGINEERING GROUP, Ltd. 4 � D� CONSULTANTS & GENERAL CONTRACTORS � 3701 E. TUDOR ROAD, SUITE 101 • ANCHORAGE, AK 99507 • PHONE (907)337-6179 • FAX (907)338-3246 " WEBSITE: .... ... . ........ ...........D www.gemeeeengineering.eom PREPARED FOR: PHONE NUMBER: PAGE NUMBER: .. • • • • • • • • • • • • • • • • • • • .... • . . MIKE ANDERSON 727-1433 2 OF 3 f ey A. ess. Q LEGAL DESCRIPTION: DRAWN BY: Q 4 CAE T15N, R1W, SEC8, LOT 192 (PROPOSED LOT 2) PNB ��Prea •j1,'iNFoo� TYPE OF WORK: DATE. �4 p�0fessl0ro\0 ASBUILT DRAWING 8/9/11 PERMIT NUMBER: AS -BUILT DRAWING PARCEL INUMBER: - 0SP111068 051-11 54-25 FINAL GRADE = 88.43-89.7 ST1 ST2 MH TOP OF TANK TOP OF TANK AT INLET = 83.16 /AT OUTLET = 83.26 I I NEW 1250 GALLON INVERT OF BUNG S.T.E.P. TANK AT INLET = 82.51 NORTH TRENCH FINAL GRADE = MT 96.83-97.09 ORIGINAL GRADE ORIGINAL GRADE = 95.45 ^� / FINAL GRADE = MT = 94 58 ® HIGHEST POINT / I/X 95.53-95.87 HIGHEST POINT �- TH#3 FILTER FABRIC INVERT OF PIPE = 92.20 BOTTOM OF TRENCH = 85.58 RELATIVE ELEVATION OF BOTTOM OF TESTHOLE = 79.58 (DRY) 3 FILTER FABRIC INVERT OF PIPE = 93.00 BOTTOM OF TRENCH = 86.45 RELATIVE ELEVATION OF BOTTOM OF TESTHOLE = 80.45 (DRY) 00060 TH#3 knev. uIiuo) Oct. 4 2011 11:09AM Garness Engineering Group, Ltd, No -1978 P. 1 Municipality of Anchorage P.O Box 196550 4700 Elmore Road Anchorage, Alaska 99519-6650 (907) 343-7904 Fax (907) 343-7997 httsa:/lwww.muni.org/onsite Planning and Development Services Department On -Site Water and Wastewater Program r .,%en On -Site Sewer Well Submittal Comment Sheet Engineer; GARNESS ENGINEERING GROUP LTD 10/4!2011 Legal Description: T1SN R1W Sec 8 Lt 192 Penmit: OS13111068 weIlSeptic Completed By: J.Poet Report Type: As Built Review The attached paperwork has been reviewed and is being returned for the following reasons: 1. Angle of trenches shifted from permit, Are trenches parallel to slope contours? �YtIwL�[S q -t /s,rstPI) (t 510 f 40"AA ri%KYK. { �f �a p.2 209 SULLIVAN WATER WELLS VarnesSe - Commercial - Geothermal PAone 997-6MV59 rrwwsuflivanwatenrellsto m ',►'eII Log Permit Number: OSP 111068 Date of Issue 5/2312011 Parcel Identification Number: o5154250o0 Date Started: 5/31/2011 Date Completed: 5/31/2011 Is well located at approved permit location? * IYes 1 INo Property Description T15N R1W SECS Lot 192 Block NONE Section: Town_ Range: Property Owner Name & Address: MIDNIGHT SUN CONSTRUCTION 22750 MCMANUS DR. CHUGIAK, AK 99567 Borehole Data: Depth Method of Drilling 'X I air rotary I% cable tool Soil Type, Thickness & Water Strata From To Casing type: Casing Stickup 0 2 Wall thickness 0.25 inches Overburden 2 5 Diameter 6 inches Total: 49 feet Silt Sand Gravel Dense 5 10 Liner type: Diameter inches Depth: feet Silt Sand Gravel W1CIay 10 41 Casing stick-up above ground: 2 feet Silt Sand Gravel 41 49 Static Water Level (from top of casing) 17 feet Pumping Level: feet after 1 hours pumping gpm Recovery Rate 5 gpm Method of Testing: Air Well Intake Opening Type Ix Open End I Open Hole Screened Start feet Stopped feet Pcrforations Start feet Stopped feet Grout Type: Bentonite dry granular Volume: 50 Pounds Depth 44 Start 0 feet Stopped 44 feet Pump Intake Depth: feet Pump size: HP brand name Well disinfected upon Completion? X Yes No Method of disinfection CHLORINE 50 PPM Comments: Water Sample Results: Arsenic: u9/1 Well Driller. - Cole Sullivan Nitrates mV1 Sullivan Water Wells Total Coliform Bacteria coloniesflWmL P.O. Box 670272 _ Chugiak, AK 99567 Other bacteria: col/100mL 1907) 688-2759 Attention: The property owner shall provide this log to DSD (onsite) and DNR within 30 days of completion. ARCTIC PUMP & WELL INC. Jim Sullivan P© Box 770197 I Eagle Ritter, AK 99577 u 8 (907) 688-2510 m (907) 258-2510 (907) 745-251€3 apw @go€_net Pump Installation .dog Well Drilling Permit Number: osp111068 Parcel Identification Number: 05115425000 Date Of Issue: 5123/2011 Legal Description T15N R1W Sec 8 L192 Property Owner Name Address: Midnigt Son Construction LLC Lot: 192 22750 Mcmanus Dr Block: Chugiak AK 99567 Pump Installaion Date: 7/2312011 Pump Intake Depth Below Top of Well Casin 40 Pump Manufacturer's Name Franklin Pump Model: 1OJS05P4-2W230 Pump Size: 112 Pitless Adapter Burial Depth: 9.6 Feet Pitless Adapter Manufacturer's Name B-10 Pitless Adapter Installer: UIK Well Disinfected Upon Completion? Yes Method of Disinfection: Chlorine Comments: PumpinstallerName: Arctic Pump & Well, Inc. Vivndq, Agy 25, 2011 011 Sep 1411 03:03p Microsofts K- .T !''r` . A T- . ��• r OWENS INSPECTION P.0 -Box 3539 Palmer. A65ka99645 Phone 746-5471 Fax 746-5476 907-688-0189 p.2 Sir r SERVICES INSPECTION REPORT REPORT EXCLUSIVELY FOR;I ' ` 1 WEATHER C. ] i J STREET ADDRESS yt E A4& LOT / 1/BLOCK r �/ SUBDIV. _ J vyr � .4 1 1 DATE '' /'l; ; l SF -I DPLX 1 TRIPLX / 4PLX / COMM / GARAGE / OTHEP, FOOTING -- O ELEC. TEMP. Q PLUG. UNDGR. O FOUNDATION 0 ELEC. SERVICE 0 PLBG_ ROUGH. ❑ BOND SEAM O ELEC, ROUGH ❑ GAS TEMP-- 0 FDN DAMPROOFING D ELEC. FINAL Q GAS 0 FRAMING Q OTHER � � r I „ %gip}�� Z "'5c MECHANICAL 0 Q INSULATION 0 FIREWALL C3MECii. FINAL SHEETROCK . 0 RE -INSPECTION © PLBG. FINAL ❑ STRUCT. FINAL ❑ OTHER OTHER 0 a '1 'J' dr../ LU NONCOMPLIANCE OBSERVED O ,„cll�-rO • 1 CORRECTIONS ESSENTIALASEXPLAINED BELOW d WILLREEXAMINEATNEXT INSPECTION 0 DONOTCONCEALUNTIL REINSPECTED CE�AOE COMPLETE: Y / N - DRIVEWAY: GRAVEL OR PAVE PAINTED: Y 1 N - CRAWL ENTERED; Y / N COMMS S r• 4 K .r r INSPECTOR David R. Owens. C_1 - ICC # 0821553-55. FHA 141757• V,A. #1007 DATE This report is prepared for the client listed above, a verbal consultation is part of this inspection, If you "re not present during the inspection, call our office for a full discussion oT the entire report, Owens Inspection Services C 2006 - WHEN CORRECTIONS ARE MADE, PLEASE CALL, FOR INSPECTION (907) 746-5471 �` i On -Site Water & Wastewater 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 Permit Number: OSP111068 Tax Code Number: 05115425000 Work Type: WellSeptic Initial Permit Effective Dates: May 23, 2011 to May 22, 2012 Design Engineer: GARNESS ENGINEERING GROUP LTD Subdivision: T15N R1W SEC 8 Site Legal Address: T15N R1W SEC 8 LT 192 G:1257 Owner/Address: GARNESS ENGINEERING GROUP LTD 3701 E TUDOR RD STE 101 ANCHORAGE AK 99507 Site Mailing Address: 19715 OLD CRANBERRY DR, Chugiak Lot Size in Sq Ft: 108900 Total Bedrooms: 3 This permit is for the construction of: Y Disposal Field Y Septic Tank 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 By: Issued By ,Date:,/1 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. C`f_;'_�` Property owner(s) MIKE ANDERSON Day phone 727-1433 Mailing address 19735 OLD CRANBERRY DRIVE *CHUGIAK, AK Site address 19735 OLD CRANBERRY DRIVE *CHUGIAK, AK Legal description (Sub'd, Block & Lot ) LOT 192 Legal description (Township, Section & Range) T1 5N, R1 W, SEC 8 Lot Size Sq.Ft. Number of Bedrooms 3 THIS APPLICATION IS FOR: (® all that apply) Absorption Field 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) Permlt/kush Fees: ? Date of Payment: Receipt Number: Permit No. Waiver Fees: Date of Payment: Receipt Number: Waiver No. (Rev. 01/11) May 16, 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 T15N, R1W, Sec 8, Lot 192 (Proposed Lot 2) To whom it may concern: The referenced property is currently vacant. The owner is proposing to build a 3 bedroom house that will be served by a private well and septic system. We are proposing to install a 1250 gallon S.T.E.P. tank and dual deep trench type drainfield. 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 radius of test hole #4. Comments regarding the design are summarized as follows: L 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 ar)y gI*estions, please contact us at 337-6179. Thank you for your assistance. Sincere] , �y A. Garriess, R.E., M.S. Presid Tit 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.gamessengineerinc,.com lam" T15N, R1W, SEC 8, LOT 177 STANLEY LOT 2 T15N, R1W, SEC 8, LOT 176 Q a – – — – – — – — 50' BLM ROAD & UTILITY EASEMENT — — — — — — — — — — — — — — — TH#1 TH#2 / PROPOSED 1 I LL RADIUS 4 ♦TH#3 1 T15N, R1W, SEC 8, LOT 191 _ PROPOSED U I SEPTIC __� I I SYSTEM WELL NO CONCERN T15N, R1 W, SEC 8, LOT 193 0 PROPOSED 3 BEDROOM — i SEPTIC / AR� / T15N, R1W, SEC 8, LOT 208 / T15N, R1W, SEC 8, LOT 209 I FZPO\JS J \ APPX WELL \ LOCATION / APPX WELL / LOCATION \ � — — � 100° WELL RADIUS I I � GRENIER LOT 210 N / \ / SCALE: i 1" = 100° op6`���Oci. o D GARNESS ENGINEERING GROUP, Ltd. X 49 CONSULTANTS & GENERAL CONTRACTORS 701 E., TUDOR ROAD, SUITE 101 • ANCHORAGE, AK 99507 • PHONE (907 337-6179 •FAX 907)338-3246 • WEBSITE:—gamessen ineerin .mm D ) ( g g �J PREPARED FOR: PHONE NUMBER: PAGE NUMBER: (,a J.°.......� KE ANDERSON 727-1433 1 OF 3 fey A: -Gnrness.. M O LEGAL DESCRIPTION: DRAWN BY: Q �, r . CE -7953 �p Q s r a a- T15N R1W SEC 8 LOT 192 PNB DOfPP°� ` �� TYPE OF WORK: DATE: 4�00"o essto�'\ �Oppoop�� SITE PLAN 5/3/11 NUMBER OF BEDROOMS: 3 GALLONS PER DAY (GPD): 450 PERCOLATION RATE/S: 10.90 PROPOSED APPLICATION RATE: 0.8 MINIMUM DRAINFIELD SQ.FT.: 563 MAXIMUM DEPTH: 9 FEET WIDTH: 2.5 FEET LENGTH: 2 0 25 = 50 FEET M.O.A. APPROVED SAND FILTER: N/A EFFECTIVE: 6.5 FEET REDUCTION FACTOR: N/A ACTUAL SQ.FT.: 650 UCU, LTO. r1AJ A / r'AbC Jr C�.If II.AIIVIV 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 THE NORTH & EAST LOT LINES, AND ALL WELL RADII FLAGGED BY A REGISTERED LAND SURVEYOR PRIOR TO CONSTRUCTION. IT SHOULD BE NOTED THAT A BUILDING WAS RECENTLY DEMO'D ON THE PROPERTY AND IT IS ASSUMED THAT IT WAS SERVED BY A WELL. THE CONTRACTOR HAS SEARCHED FOR THE WELL AND COULD NOT BE FOUND. IT IS ASSUMED THE WELL WAS CUT BELOW GRADE AND ABANDONED. CO MH PROPOSED 100' WELL RADIUS INSTALL FCO F-------- PROPOSED 3 BEDROOM I HOUSE E J I F- NUMBER I i I NUMBER OF BEDROOMS: 3 GALLONS PER DAY (GPD): 450 PERCOLATION RATE/S: 10.90 PROPOSED APPLICATION RATE: 5.0 MINIMUM DRAINFIELD SQ.FT.: 90 MAXIMUM DEPTH: 9 FEET WIDTH: 2.5 FEET LENGTH: 10 FEET M.O.A. APPROVED SAND FILTER: N/A EFFECTIVE: 6.5 FEET REDUCTION FACTOR: N/A ACTUAL SQ.FT.: 130 PROPOSED DRAINFIELD (r I � TH#3 cn � C RESERVE SITE WILL ADEVANCED TREATM � I I PROPOSED 1250 GALLON STEP TANK I 1.25" PVC LINE WITH 1/4" ORIFICES SPACED AT 3' O.C. 9 HOLES PER TRENCH. 18 HOLES TOTAL. I 0 O cd U LiN 3 Fe z GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS 3701 E. TUDOR ROAD. SUITE 101 - ANCHORAGE, AK 99507 • PHONE (907)337-6179 • FAX (907)336-3246 WEBSRE: —g— nginmring.com a PREPARED FOR: T!727 -1433 E NUMBER: PAGE NUMBER: MIKE ANDERSON 2 OF 3f r A. rnesS,, • LEGAL DESCRIPTION: DRAWN BY: O4 s E 79 \c�G T15N, R1 W, SEC 8, LOT 192 PNB �Q�P�ed'SC Z'�? 1. o0 Prof TYPE OF WORK: DATE: �04OOO�p006o INITIAL SEPTIC DESIGN 5/3/11 (Rev. 01/05) GARNESS ENGINEERING GROUP, Ltd. ,,_ - CONSULTANTS S GENERAL CONTRACTORS . — 3701 E. TUDOR ROAD, SUITE 101 ° ANCHORAGE, AK. 99507 r PHONE: (907)337-6179 " FAX: (907)338-3246 " WEBSITE: gornessengineerir SOIL LOG — PERCOLATION TEST LEGAL DESCRIPTION: T15N, R1W, SEC 8, LOT 192 PERFORMED FOR: MIKE ANDERSON DATE: 2/22/11 DEPTH ORGANIC (feet) TEST HOLE #3 1 l SM W/ Aili��li ROOTS SOIL CLASSIFICATIONS 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 GM TO SM (HARDER W/ DEPTH; DEPTH TO GROUNDWATER GW DRY_ ORG DRY 2/25/11 a GP GM GC 6.00" ML CL OL ° o 5:44 30 5.50" 0.50" 3 00 0�00o SW 6.00" MH 000 SP SM 30 CH OH 0.50" 5 6:14 Sc ,' — 6 6:44 30 DEPTH TO GROUNDWATER DATE DRY_ 2/22/11 DRY 2/25/11 DRY 3/2/11 6.00" — SEE ATTACHED SITE PLAN SCALE: 1' = 100, DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 2/23/11 1 5:14 — 6.00" — 2 5:44 30 5.50" 0.50" 3 5:44 — 6.00" — 4 6:14 30 5.50" 0.50" 5 6:14 — 6.00" — 6 6:44 30 5.50" 0.50" PERCOLATION RATE 60 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 5 FT. AND 6 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: N YES ❑ NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: ROB CAMPBELL COMMENTS: PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAAJ PEFFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: Sf IL""w .A✓ �Ii+� �4. C � SS U f i ' � SS GARNESS ENGINEERING (GROUP, Ltd.S� -.,• T CONSULTANTS & GENERAL CONTRACTORS � �T 49 �....:.. 3701 E. TUDOR ROAD, SUITE 101 *ANCHORAGE, AK. 99507 "PHONE: (907)337-6179 * FAX: (907)338-3246 * WEBSITE' gornessenglneering.com .- SOIL LOG - PERCOLATION TEST . . LEGAL DESCRIPTION: T15N, R1W, SEC 8, LOT 192 O Jeffrey A. ness. PERFORMED FOR: MIKE ANDERSON 00 9. a 'C?�753 DATE:DEPTH 2/22/11�e A (feet) = ORGANIC TEST HOLE #4 ����ooSoo���G 1 SM W/ 7 8 �m GM TO SM (HARDER W/ DEPTH) b 9 �1 12 13 P 14 d 15 B.O.H. 16- 17- 18— DATE 61718 DEPTH TO GROUNDWATER DATE I 2/22/11 ROOTS SOIL CLASSIFICATIONS 3/2/11 _ 2 2 5:43 30 _ _ 3.25" o — _2._75" 6.00"— — — l GW 30 ORG ° 3 5 6:13 — 6.00" _ — GP ML 6 6:43 30 2.75" 3.25" GM CL 4. GC OL °°° SW SP SM MH CH OH 7 8 �m GM TO SM (HARDER W/ DEPTH) b 9 �1 12 13 P 14 d 15 B.O.H. 16- 17- 18— DATE 61718 DEPTH TO GROUNDWATER DATE DRY 2/22/11 DRY 2/25/11 DRY 3/2/11 _ — SCALE: 1 " = 100' DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 2/23/1 1 1 5:13 — 6.00" — 2 5:43 30 _ _ 3.25" 3 5:43 — _2._75" 6.00"— — — 4 6:13 30 2.75" 3.25" 5 6:13 — 6.00" _ — 6 6:43 30 2.75" 3.25" 19 PERCOLATION RATE 10.90 (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: ROB CAMPBELL COMMENTS: PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS JERJORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: � Municipality of Anchorage • '� Development Services Department Building Safety Division On -Site Water & Wastewater Program 4700 Elmore Road �.{ al A ,+s P.O. Box 196650 Anchorage, AK 99519-6650 e — SS�u n C www.muni.org/onsite (907)343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I. D. COSA# 1. GENERAL INFORMATION Expiration Date: Complete legal description Location (site address) Current Property owner(s) Mailing address Lending agency Mailing address Real Estate Agent Mailing address MIDNIGHT SUN S/D LOT 2 19715 OLD CRANBERRY DRIVE *CHUGIAK, AK MIKE ANDERSON Day phone 19715 OLD CRANBERRY DRIVE *CHUGIAK, AK Unless otherwise requested, COSA will be held by DSD for pickup. 2. NUMBER OF BEDRQOMS: 3 Individual Holding tank ❑ 3. TYPE. OF WATER SUPPLY: . ❑ Public Sewer ❑ IndividQal Well; = Individual-SEVatgr.Storage ❑ Community Class Well ❑ Public Water System` .` F-1 Day phone Day phone 727-1433 TYPE OF WASTEWATER DISPOSAL: Individual On-site l� Individual Holding tank ❑ Community On-site ❑ Public Sewer ❑ The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of On -Site Systems Approval (COSA) based only upon the representations given in paragraph 4 by an independent professional civil engineer registered in the State of Alaska. Certificates of On -Site Systems Approval are required for the transfer of title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or water supply system. DSD also issues COSAs upon request to homeowners. Certificates of On -Site Systems Approval are valid for 90 days from the date of issue for properties served by a private or Class C well and may be reissued with new water samples. (Certificates may be reissued for a period of up to one year with valid water samples.) Certificates are valid for one year for properties served by Class A or B wells or a public water system. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 4. STATEMENT OF INSPECTION BY ENGINEER As certified by my seat affixed hereto and as of the validation date shown below, f 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. 1 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 2 1121b2. 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 M 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 V Approved for _ bedrooms. Disapproved. Conditional approval for bedrooms, with the following ON-SITE WASTFWATER Attachments: COSA Checklist Arsenic Advisory Septic System Advisory Well Flow Advisory Nitrate Advisory By: P/y4j) (Rev. 11/05) Maintenance Agreements Supplemental Engineer's Report Other Original Certificate Date: '2-4.541Z_ Municipality of Anchorage • Development Services Department Building Safety Division On -Site Water & Wastewater Program 4700 Elmore Road P.O. Boz 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907)343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST Legal Description: MIDNIGHT SUN S/D LOT 2 A. WELL DATA Well type PRIVATE If A, B, or C provide PWSID# N/A Date completed 5/31 /11 Sanitary seal (YIN) YES Total depth 49 ft. Cased to 49 ft. FROM WELL LOG Parcel ID: Well Log (YIN) YES Wires properly protected (YIN) YES Casing height (above ground) 24 in. AT INSPECTION Date of test 5/31/11 NEW WELL Static water level 17 ft. ft. Well production 5 9-p m —9 -p m WATER SAMPLE RESULTS: Coliform �-) colonies/100 ml. Nitrate S mg./L. Collected by: GEG, Ltd. Arsenic. NO ug./L. Date of sample: 1/31Z12 B. SEPTICIHOLDING TANK DATA Tank Type/Material STEP/STEEL Tank size 1250 gal. Number of Compartments 3 Foundation cleanout (YIN) YES Depression over tank (YIN) NO Date of pumping - NEW Pumper Date installed 6/9-10/11 Cleanouts (YIN) YES High water alarm (YIN) YES C. ABSORPTION FIELD DATA F'BELOW FINAL GRADE Date installed 6/9-10/11 Soil rating (g.p.d.lft2or Qbdrm 0.8 System type DEEP TRENCH Length 2 @ 25 =50 ft. Width 2.5+ ft. Gravel below pipe 6.55-6.62 ft. Total depth *10 29+/10.64+ft. Eff. absorption area 655+ ft2 Monitoring tube YES Depression over field NO Date of adequacy test NEW Results (Pass/Fail) PASS For 3 bedrooms Fluid depth in absorption field before test – in. Water added =gal. New depth – in. Elapsed Time: _ – min. Final fluid depth = in. Absorption rate >= 450+ g.p.d. Any rejuvenation treatment (past 12 mo.) (YIN & type) NONE KNOWN If yes, give date – D. LIFT STATION Date installed 6/9-10/11 Size in gallons 1250 Manhole/Access (Y/N) YES "Pump on" level at 41 in. "Pump off' level at 41 in. High water alarm level at 47 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'+ On adjacent lots 100'+ Public sewer main N/A Public sewer manhole/cleanout N/A Sewer /septic service line 25'+ Holding tank N/A Animal containment areas 50'+ Manure/animal excrete storage areas 100'+ SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation 5'+ Property line 5'+ Absorption field 5'+ Water main N/A Water service line 10'+ Surface water 100'+ Wells on adjacent lots 100'+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line 10'+ Building foundation 10'+ Water main N/A Water service line 10'+ Surface water 100'+ Driveway, parking/vehicle storage 10'+ Curtain drain NONE KNOWN Wells on adjacent lots 100'+ F. COMMENTS G. ENGINEER'S CERTIFICATION �F ' 1 certify that I have determined through field inspections andy Y review of Municipal records that the above systems are inrV, ........ conformance with MOA COSH guidelines in effect on this date. y A. ar ess: Engineer's Printed Name JEFFREY A. GARNESS OdOs. CE -7953 ads i/( 2., c�o0 Date 1(2 �4 eaa. -d\ COSA Fee Date of Payment Receipt Number (Rev. 11/05) Waiver Fee $ Date of Payment Receipt Number Municipality of Anchorage Community Development Department ` Development Services Division s 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 # 111360 A Certificate of On -Site Systems Approval inspection and test of potable water was recently conducted on the well water supply on Block , Lot 192 of T15N Rl W Section 8 subdivision. This inspection revealed a nitrate concentration of 5.26 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. Municipality of Anchorage Development Services Department Building Safety Division On -Site Water & Wastewater Program 4700 Elmore Road P.O. Box .196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907) 343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. 051-154-25 COSA# 1. GENERAL INFORMATION Expiration Date: / — �/ — /—;" Complete legal description T15N, R 1 W, SEC8, LOT 192 It Location (site address) 197,5 OLD CRANBERRY DRIVE *CHUGIAK, AK Current Property owner(s) MIKE ANDERSON Day phone Mailing address Lending agency Mailing address Real Estate Agent Mailing address 1.97 OLD CRANBERRY DRIVE *CHUGIAK AK Unless otherwise requested, COSA will be held by DSD for pickup. Day phone Day phone 727-1433 2. NUMBER OF BEDROOMS: 3 3. TYPE OF WATER SUPPLY: 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 ❑ 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 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 Engineer's Comments: JEFFREY A. GARNESS, P.E. 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. 5. DSD SIGNATURE Approved for bedrooms. Disapproved. Phone 337-6179 Date a7 OF ' 1441 TT..... .. et yy A. u Hess: CE�7 0 AcG 471 4�np o f e s sio�000 Conditional approval for bedrooms, with the following stipulation Attachments: COSA Checklist Septic System Advisory Well Flow Advisory Nitrate Advisory C._ Arsenic Advisory Maintenance Agreements Supplemental Engineer's Report Other By: (Rev. 11/05) F w��Y J ON-SITE WATER AND = WASTEWATER, ; PROGRAM • �Q •• O h�r�i' ks Original Certificate Date: / 6 " q—// Municipality of Anchorage Development Services Department Building Safety Division On -Site Water & Wastewater Program 4700 Elmore Road P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907) 343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST Legal Description: T15N, R1W, SEC 8, LOT 192 Parcel ID: 051-154-25 Well type PRIVATE If A, B, or C provide PWSID# N/A Well Log (Y/N) YES Date completed 5/31/11 Sanitary seal (Y/N) YES Wires properly protected (Y/N) YES Total depth 49 ft. Cased to 49 ft. Casing height (above ground) 24 in. FROM WELL LOG AT INSPECTION Date of test 5/31/11 NEW WELL Static water level 17 ft. ft. Well production 5 g.p.m. g.p.m. WATER SAMPLE RESULTS: Coliform 0 colonies/100 ml. Nitrate 5.05 mg./L. Collected by: GEG, Ltd. Arsenic: ND ug./L. Date of sample: 8/17/11 B. SEPTIC/HOLDING TANK DATA Tank Type/Material STEP/STEEL Tank size 1250 gal. Number of Compartments 2 Date installed 6/9-10/11 Cleanouts (Y/N) YES Foundation cleanout (Y/N) YES Depression over tank (Y/N) NO High water alarm (Y/N) YES Date of pumping NEW Pumper C. ABSORPTION FIELD DATA I *BELOW FINAL GRADE Date installed 6/9-10/11 Soil rating (g.p.d./ftZor 1bdrm) 0.8 System type DEEP TRENCH Length 2 @ 25 =50 ft. Width 2.5+ ft. Gravel below pipe 6.55-6.62 ft. Total depth *10.29+/10.64+ft. Eff. absorption area 655+ ft2 Monitoring tube YES Depression over field NO Date of adequacy test NEW Results (Pass/Fail) PASS For 3 bedrooms Fluid depth in absorption field before test - in. Water added - gal New depth - in. Elapsed Time: - min. Final fluid depth - in. Absorption rate >= 450+ g.p.d. Any rejuvenation treatment (past 12 mo.) (Y/N & type) NONE KNOWN If yes, give date ■ D. LIFT STATION Date installed 6/9-10/11- Size in gallons 1250 Manhole/Access (Y/N) YES "Pump on" level at 41 in. "Pump off' level at 41 in. High water alarm level at 47 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'+ Absorption field on lot 100'+ Public sewer main N/A Sewer /septic service line 25'+ On adjacent On adjacent lots 100'+ 100'+ Public sewer manhole/cleanout ____ ___ N/A 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'+ Curtain drain NONE KNOWN Wells on adjacent lots 100'+ F. COMMENTS G. ENGINEER'S CERTIFICATION I certify that 1 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 JEFFREY A. GARNESS Date Driveway, parking/vehicle storage 10'+ COSA Fee S (47 S _ Ao� Waiver Fee $ Date of Payment zq/ la"VI ) Date of Payment Receipt Number u/ c) (, U 0� Receipt Number (Rev. 11/05) 0^ v .1.4 e 1%Z rof 4 :104 C r c r D Z a rr X C X rr r 0 c0 CA LOT 2 OT 210 PLOT PLAN AS BUILT X SCALE 1" = 50' GRID NW 1257 Project No. 11-038/a2 Lang & Associates, Inc. 11500 Daryl Avenue, Anchorage, Alaska 99515-3049 (907) 522-6476 Phone Registered Land Surveyors (907) 522-4625 Fax kenOlangsurvey.com / jonothanOlangsurvey.com Dvl F A LO4�0 I hereby certify that I have surveyed the following described property: p�P'•• ' •!�DO PROPOSED LOT 2, MIDNIGHT SUN SUBDIVISION (BLM Lot 192, Sec 8, T15N, R1W, S.M. 49TH •��0 Anchorage Recording District, Alaska, and that the improvements situated thereon aro Q ...:....... .... .........:....0 within the property lines and do not encroach onto the property adjacent thereto, that Q Q r no improvements on the property lying adjacent thereto encroach on the surveyed V Q premises and that there are no roadways, transmission lines or other visible V•�o • •• • • • "' : • ..• '. easements on said property except as indicated hereon: VJ SA '• • KENNETH. • G Dated this the y Day of swmw r p 2csti at Anchorage, Alaska '•.••• —5202 JPO 04c�pA 1�. � �,j•�!. •'o5op ��ROFfss It is the responsibility of the owner to determine the existence of any easements, ioNpa— ��DOpOoo� covenants, or restrictions which do not appear on the recorded subdivision plat. Municipality of Anchorage Community Development Department Development Services Division s A' F..T 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 # 111360 A Certificate of On -Site Systems Approval inspection and test of potable water was recently conducted on the well water supply on Block , Lot 192 of T15N R1W Section 8 subdivision. This inspection revealed a nitrate concentration of 5.05 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.