Loading...
HomeMy WebLinkAboutGLEN ALPS ESTATES #1 LT 1Glen Alps Est t St # 1 Lot 1 #021-022-51 Municipality of Anchorage Development Services Department` Building Safety Division — - On -Site Water & Wastewater Program, 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 Page 1 of 3 On -Site Wastewater Disposal System and/or Well Inspection Report Permit Number: SW040070 PID Number: 021-022-51 Name` THOMAS AND SHARON SNELLING Wastewater System: ■ New El Upgrade Y Address: 13441 GLEN ALPS ROAD * ANCHORAGE, AK 99516 ABSORPTION FIELD Phone: No. of Bedrooms: (907) 727-7770 4 ❑ Deep Trench ■Shallow Trench ❑Bed ❑Mound ❑Other LEGAL DESCRIPTION Soil Rating: 6.0 Total Depth from original grade: 0 GPD/Sq Ft. Block: Lot: subdivision: Depth to pipe bottom from original grade. Gravel depth beneath pipe: — 1 GLEN ALPS ESTATES #1 SEE DWG. Ft. 0.6 Ft Township: Range: Section: Fill added above original grade: Gravel length: — — — SEE DWG. Ft 30 Ft WELL: Gravel width: Number of lines: Distance between lines: — ❑ New El Upgrade 5.0 Ft 1 Ft. Classification (Private, A,B,C): Cased To: Total absorption area: 150 Pipe material: SCH 40, D 3034/ F-810 Ft, so. Ft Static Water Level: Installer. GEG, Ltd. Date installs : 4 26-29/2004 �X\S�\N Driller. Date Drilled: Ft Yeld: Pump Set At Casing Height Above Ground: TANK GPM Ft Ft SEPARATION DISTANCES ❑ septic ❑ Holding ❑ S.T.E.P. ■ Other* To Septic Tank Absorption Field Lift Station Holding Tank Public/Private sewer Lineal Manufacturer. ORENCO SYSTEMS Capacity in gallons: 1500 From Well 100'+ 100'+ 100'+ — 25'+ Material: FIBERGLASS Number of compartments: 2 Surface Water 100'+ 100'+ 100'+ - - LIFT STATION Lot Line 5'+ 10'+ 5'+ — — Size in gallons: 1500 66 Manufacturer. ANCHORAGE TANK ORENCO SYSTEMS Foundation 5'+ 10'+ 5'+ — — 'Pump on' level at: ump off level at: 1 High water alarm at TIMER 32" TIMER 22" 46"/36't Pump Make dr Model: I Electrical Inspections performed W. Curtain Drain NONE KNOWN #20 OSI 05 HHFJ RISING SON ELECTRIC Remarks: BENCH MARK Location and Description: *THIS IS AN ADVANTEX TREATMENT SYSTEM. TOP OF CONCRETE SLAB ® BACK DOOR EXISTING SEPTIC TANK AND DRAINFIELD COMPLETELY ABANDONED PER UPC. Assumed Elevation: 100.00 Ft ENGINEER'S SEAL it 0 Inspections performed by: GEG, Ltd. Dates: 1st 4/26/2004 ..�..�.. 4D1 �*��� 2nd 4/27/2004 3rd 4/29/2004 �Od .. y A Gar ess. Development Servic s Department Approval d09�� '• CE 7 Reviewed by: .. ape • ' • ... • ' �(��� VQ®®d and approved Dote:3`S' /'r0fess,onoo (Rev. 12/01) ®�b�,��•c�O I PERMIT NUMBER: AS -BUILT D RAW I N G PARCEL ID NUMBER: 5W040070 021-022-51 1.25" HDPE PIPE SLOPED TO DRAIN BACK TO PUMP VAULT PUMP 2" PVC A BC ST1 48.82 41.57 ,, .. — POD 50.28 40.76 — MH 51.29 39.81 — PV 84.33 164.54 1 — MT1 — J83.37 74.18 MT2 — 96.15 68.43 ITH#2 v f NEW DRAINFIELD f +TH#3C� I / \\\ DATE:agC�p® 5/3/2004 �� aF 4�4 DRAWN BY- ....... ... . . Y:....... q4 GARNESS ENGINEERING GROUP, Ltd.SCALE: C.J.G. ���: • g CONS'ULTA'NTS 8 GENERAL CONTRACTORS 5701 E. TUDOR ROAD, SUITE 101 ' APJCHORAGF.., AK 99,107 ' PHONE (907)337-6179 FAX (907)338-3246 — PREPARED FOR: PHONE NUMBER. PAGE NUMBER: ...... . .. . . ..... THOMAS AND SHARON SNELLING 907 727-7770 2 OF 3 •.J ffr Gayness:• LEGAL DESCRIPTION: O� E 7953 m�Q� GLEN ALPS ESTATES SUBDIVISION #1; • LOT 1 TYPE OF WORK: �4QeaProfessio�'o\�` ® AS—BUILT DRAWING OF SEPTIC SYSTEM UPGRADE TH#1I 4 BEDROOM M yd B HOUSE t POD FC Tl { f ` NEW 1500 GALLON ADVANTEX TREATMENT TANK l HEAT TRACED 1 + CONNECTED TO ARCTIC PIPE WITH t EXISTING SEWER LINE. 4" ABS CORE. DBL1 �\ I ! DBL2 f --� GAS EAS M NTS, NOTE: ALL LINES, TANK AND DRAINFIELD INSULATED w 2" BLUEBOARD INSULATION. CONTROL PANEL AND HEAT TRACE PLUG IN LOCATED NEAR POINT "B". DATE:agC�p® 5/3/2004 �� aF 4�4 DRAWN BY- ....... ... . . Y:....... q4 GARNESS ENGINEERING GROUP, Ltd.SCALE: C.J.G. ���: • g CONS'ULTA'NTS 8 GENERAL CONTRACTORS 5701 E. TUDOR ROAD, SUITE 101 ' APJCHORAGF.., AK 99,107 ' PHONE (907)337-6179 FAX (907)338-3246 — PREPARED FOR: PHONE NUMBER. PAGE NUMBER: ...... . .. . . ..... THOMAS AND SHARON SNELLING 907 727-7770 2 OF 3 •.J ffr Gayness:• LEGAL DESCRIPTION: O� E 7953 m�Q� GLEN ALPS ESTATES SUBDIVISION #1; • LOT 1 TYPE OF WORK: �4QeaProfessio�'o\�` ® AS—BUILT DRAWING OF SEPTIC SYSTEM UPGRADE PERMIT NUMBER: PARCEL ID NUMBER: SW040070 AS -BUILT 021-022-51 TOP OF ADVANTEX POD TOP OF MANHOLE = 93.12 (AVG.) 92.72 (AVG.) FINAL GRADE s TOP OF MANHOLE _ 93.12 (AVG) 89.01 (AVG.) —\ TOP OFTANK \ I I I I AIII 1I , TOP 89.66 K = 89.66 "`!I■1111■Fj • --...__..—...._.._..._ INLET OF PIP Lu = 85.09 INVERT OF PIPE 159 00 GALLO ff O = 88.66 ADVANTEX �I f TANK 1It \ ORENCO PUMP BOTTOM OF PUMP VAULT VAULT = 81.01 OF SAND FILTER = 91.50 (AVG) � INSTALLED BRACING AND STAKING — FINAL GRADE _ 94.40 (AVG.) INSULATION MqT I 1 I '_ FILTER FABRIC ' WIDE DATE: 5/3/2004 DRAWN N BY• ALASKA NVATER & WASTEWATER c G CONSULTANTS, INC. _ SCALE: 6901 DEBARR ROAD, SUITE 2B * ANCHORAGE, AK 99504 * PHONE (907)337-6179 FAX (907)338-3246 N.T.S. REPARED FOR: PHONE NUMBER: PAGE NUMBER: THOMAS & SHARON SNELLING (907) 727-7770 3 OF 3 =GAL DESCRIPTION: GLEN ALPS ESTATES SUBDIVISION #1; LOT 1, (PE OF WORK: PROFILE AS—BUILT DRAWING OF SEPTIC SYSTEM UPGRADE TAILED BRACING AND STAKING —ORIGINAL GRADE HIGHEST POINT = 91.50 INVERT OF PIPE = 92.10 (AVG.) THE DISTRIBUTION LINE IS 1.25" PVC w/ " HOLES SPACED 12 INCHES ON CENTER. (30 HOLES TOTAL) \— BOTTOM OF SYSTEM ELEVATION — 89.50 (AVG) 4 .. ... ...... .......� ff y A. ame s.,. E 795 mQ 4 li��c� a VQed F'ro f e ssio'���cr Rising Son Electric Inc. 907 622 6777 05/04/04 09:39A P.002 May 4, 2004 Garness Engineering Group, Ltd. Consultants & General Contractors 3701 E. Tudor, Suite #101 Anchorage, AK 99507 Rising Son Qect-ric, Inc. i�,.Qi6 \VoJoA Drive Qoele River, AK QQ577 (Q07) 622-6777 Re: Glen Alps Estates #1 Lot 1- 13441 Glen Alps Road, Anchorage, AK 99516 Dear Kelly: The lift station at the above referenced property has been wired in accordance with NEC and State/Local codes. Thank you. Sincerely, Kevin lHorribuckle, Owner Administration License Number 1284 Specialty Contractor License Number 27285 Permit Number: SW040070 MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Upgrade Date Issued: Apr 22, 2004 Expiration Date: Apr 22, 2005 Parcel ID: 021-022-51 Legal Description: GLEN ALPS ESTATES #1 LT 1 Design Engineer: 0041 AK Water & Wastewater Consultani Site Address: Owner Name: THOMAS & SHARON SNELLING Lot Size: 105329 SQ. FT. Owner Address: 13441 GLEN ALPS ROAD Total Bedrooms: 4 Permit Bedrooms: 4 ANCHORAGE , AK 99516-6932 This permit is for the construction of: ❑✓ Disposal Field ❑✓ Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage All construction must be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations ( 18AAC72 ) and Drinking Water Regulations ( 18AAC80 ). 3. The engineer must notify DSD at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904( 24 hours). ( Not required for a Water Supply Permit only). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. Received By: Issued By: Date: y/�2J 10,4- Date: y Date: 2 0 Municipality of Anchorage Development Services Department Building Safety Division On -Site Water & Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING f Parcel I.D. 02/ — 02 Z _57 Permit Number S to:94 CJD%d Property owner(s) THOMAS & SHARON SNELLING Day phone 727-7770 Mailing address (1) PO BOX 112163 *ANCH AK Mailing address (2) Zip Code 99511 Legal description (Lot, Block & Sub'd.) LOT 1.2.3: GLEN ALPS EST. SUBDIVISION Legal description (Section, Township & Range) N/A Lot Size 1053247 Acrele) Number of Bedrooms THIS APPLICATION IS FOR: Sewer Only ❑ Well Only ❑ Sewer and Well ❑ Water Storage ❑ Sewer Upgrade E THIS PROPERTY CONTAINS: Hot Tub ❑ Jacuzzi ❑ Swimming Pool ❑ Water Softening Unit ❑ Therapy Pool ❑ I certify that the above information is correct. I further certify that this application is being made for a Single Family Dwelling and is in accordance with applicable Municipal codes. GARNESS ENGINEERING GROUP, Ltd. JJ`,�f �. Permit Fees: -Lf'C' ��"Waiver Fees: Date of Payment: y �� '°/�> `/ Date of Payment: Receipt Number: .`` '� pt Number: - - `� Receipt i �GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS &+GENERAL CONTRACTORS: �, April 13, 2004 Municipality of Anchorage Development Service Department Building Safety Division On -Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 Ref: Proposed upgrade of Septic System for Lot 1,2,3; Glen Alps Estates Subdivision ADVANTEXTM TREATMENT SYSTEM To whom it may concern: 1. GENERAL: The existing 4 bedroom house is served by a private well and septic system. Several test holes were excavated on the property. We are proposing to design the septic system around the 30 foot radius of our test hole #2. Due to the topography, and the presence of shallow bedrock, we are proposing to use an Advantex treatment system and a 5 -wide trench type drainfield. 2. SOILS: See the attached log, which shows the soil classifications, groundwater monitoring, and the percolation test results. 3. DRAINFIELD APPLICATION RATE: The intent is to install an Advantex Treatment System that will allow the use of a small drainfield in the area around the 30 foot radii of the test holes. The Advantex system has received class III approval and we are going to assume an application rate of 4.0 GPD/FT2. 4. TRENCH DESIGN: a. Percolation Rate: <1 minutes/inch b. Allowable Application Rate: 6.0 gallons/day/ft2 c. Proposed Application Rate: 4.0 gallons/day/ft2 d. Number of Bedrooms: 4 e. Design Flow: 600 gallons per day f. Minimum Absorption Area: 150 ft2 g. Total Depth: 2.0 feet (max.) h. Sand Filter: 2+ feet i. Effective Depth: 0.5 feet 3701 E. Tudor Road, Suite 101 * Anchorage, AK 99507 Ph: (907)337-6179 * Fax: (907)338-3246 * Website: www.gamessengineering.com j. Width: 5 feet k. Minimum Length: 30 feet long 1. Effective absorption area: 150 ft2 Note: The distribution line is to be 1.25 inch pvc w/'/4 inch holes spaced 12 inches on center (30 holes total). 5. ORENCO PACKAGE SYSTEM: The STEP tank with the Advantex Treatment System will be manufactured by Anchorage Tank & Welding to meet the latest design criteria established by Orenco Systems, Inc. The point of contact at Anchorage Tank is Lowell McNutt. As with their standard STEP tank, it is equipped with a high water alarm per M.O.A requirements. 6. SURFACE WATER: There are no surface water within 100+ feet of the proposed septic system. 7. TOPOGRAPHY: As shown on the attached topography site plan the average topography in the area of the proposed drainfield is a 15-20 percent slope running approximately southeast to northwest. In short, there are no slope concerns. 8. GAS EASEMENT: We are proposing to run the sewer service line through the existing Enstar gas easement. We are requesting a letter of non -objection and will forward it to you as soon as we receive it. 9. CLOSING: I am open to any suggestions from your department that would be an improvement to the proposed system. I am unaware of any negative impacts that this installation would impose on adjacent wells, or septic systems. If you have any questions, please call us at 337-6179. P rC Sincerely, P.E., M.S. NOTE: Attached is a site plan drawing, a design drawing, an Advantex detail, a trench detail, three soil logs, and a 7 page construction specification letter which are all part of the design package for this septic system. 3701 E. Tudor Road, Suite 101 * Anchorage, AK 99507 Ph: (907)337-6179 * Fax: (907)338-3246 * Website: www.gamessengineering.com L--__--____ _1_1...._.___i ----------____._._.____----_....___--...----_ d 1 t Ij PROPOSED SEPTIC UPGRADE (SEE DESIGN PAGE 2 OF 4) II I TH#2 \ I TH# TH#1 1 1 I GLEN ALPS EST I S/D #1; LOT i 1 j � S { t f i ATES 2, EXISTING \ 4 BEDROOM \ L HOUSE GLEN ALPS ESTATES S/D #1; LOT 3, DATE: 4/13/2004 DRAWN BY- J.GARNESS ENGINEERING 4 .,.. J� GL.M. GROUP, Ltd. SCALE: CONSULTANTS & GENERAL CONTRACTORS 1 OO' 0701 E. TUDOR ROAD, SUITE 101 "- ANCHORAGE. AK 9950' ` PHONE (9,.7)337-6179 FAX (907)338-3246 PREPARED FOR PHONE NUMBER: PAGE NUMBER: THOMAS SNELLING 727-7770 1 OF 4 LEGAL DESCRIPTION: LOT 1, 2, & 3; GLEN ALPS ESTATES #1 SUBDIVISION TYPE OF WORK: SITE PLAN FOR PROPOSED SEPTIC SYSTEM UPGRADE OF er'-F....... &�a,0i ,F'r'OfesetO� ` NOTE: THE CONTRACTOR SHALL HAVE THE 100 FOOT WELL RADIUS FLAGGED BY A REGISTERED LAND SURVEYOR PRIOR TO CONSTRUCTION. LINE IS TO BE 1.25 INCH HDPE PIPE THAT IS SLOPED SO AS TO DRAIN BACK TO PUMP VAULT. THE LINE IS TO BE INSULATED w/ 2 INCH BLUEBOARD INSULATION THAT IS A MINIMUM WIDTH OF 2 FEET. - PROPOSED 1500 GALLON ADVANTEX TREATMENT TANK W/ PUMP VAULT `sx TH#1 PROPOSED DRAINFIELD. EXCAVATE A TRENCH THAT IS 2.0 FEET DEEP MAXIMUM (REMOVE ALL ORGANICS) BY 5 FEET WIDE BY 30 FEET LONG. ADD 2 FEET MINIMUM OF M.OA APPROVED SAND FILTER THEN 0.5 FEET OF CLEAN, WASHED SEWER DRAINROCK. THE DISTIBUTION LINE IS TO BE 1.25 INCH PVC w/ i INCH HOLES SPACED 12 INCHES ON CENTER. (30 HOLES TOTAL) INSTALL TRENCH PARALLEL TO SLOPE CONTOURS. (SEE DETAIL DRAWING, PAGE 4 OF 4) i. x l w EXISTING 9 f 4 HOUSEOM_ 100, WELL CLEANOUTS ABS SEWE LINE IN 12" ARCTIC PIPE • q. GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS S GENERAL CONTRACTORS 370. ' TUDOR ROAD, SUITE 101 * ANCHORAGE, AK 99507 * PHONE (907)33'-6179 ' FAX "'907)338-32+.6 PREPARED FOR: PHONE NUMBER: THOMAS & SHARON SNELLING (907) 727-7770 LEGAL DESCRIPTION: GLEN ALPS ESTATES #1; LOT 1,2,3,(HOUSE ON LOT 1) TYPE OF WORK: DESIGN DRAWING FOR SEPTIC SYSTEM UPGRADE DATE: 4/13/2004 DRAWN BY: C.J.G. 1 " = 40' PAGE NUMBER: 2OF4 y A. ar ess: r -795 ,J prof essi0�—"'�*'�' INSTALL / DOUBLE CLEANOUTS GAS EASEMEM. 7� R APPROXIMATE LOCATION OF EXISTING SEPTIC SYSTEM TO ` BE COMPLETELY ABANDONED. GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS S GENERAL CONTRACTORS 370. ' TUDOR ROAD, SUITE 101 * ANCHORAGE, AK 99507 * PHONE (907)33'-6179 ' FAX "'907)338-32+.6 PREPARED FOR: PHONE NUMBER: THOMAS & SHARON SNELLING (907) 727-7770 LEGAL DESCRIPTION: GLEN ALPS ESTATES #1; LOT 1,2,3,(HOUSE ON LOT 1) TYPE OF WORK: DESIGN DRAWING FOR SEPTIC SYSTEM UPGRADE DATE: 4/13/2004 DRAWN BY: C.J.G. 1 " = 40' PAGE NUMBER: 2OF4 y A. ar ess: r -795 ,J prof essi0�—"'�*'�' NOTE: JIM CROSS, P.E. HAS THE ADVANTEX MANUAL al0 NOTE: THE BOARD INSULATION TO BE INSTALLED OVER THE SEPTIC TANK & 4" BEYOND ON ALL SIDES EXCEPT UNDER THE ADVANTEX FILTER. THIS WILL ALLOW FOR HEAT TO ESCAPE FROM TANK & RISE TO THE FILTER ABOVE IT. 6" JIM CAP FINAL GRADE--\ (TYP.2) 6" PVC PUMP—OUT' (TYP•2) 6" PVC COUPLING GLUED TO TANK (TYP.2) INLET OPTIONAL SLIDE SECTION OF 6" PIPE OVER THIS CONNECTION TO PROVIDE SHEER PROTECTION - EXTEND TO BRIDGE EXCAVATION Adv• AX20 • .: 40x94Pod 1-W. BARGE FILTRATE LIFT STATION ADVANTEX AX20 POD .................... ......................................... SEWER & t%blie•ROCK 4 BEDROOM L FIBERGLASS TANK DATE: 4/13/2004 DRAWN BY: C.J.G. GARNESS ENGINEERING GROUP, Ltd. SCALE: CONSULTANTS & GENERAL GONTRACTORS rn -. N.T.S. 3701 E. TUDOR ROAD, SUITE 101 ` ANCHORAGE, AK 99507 " PHONE (907)337-6179 FAX (907)338-3246 PREPARED FOR: PHONE NUMBER: PAGE NUMBER: THOMAS SNELLING (907) 727-7770 3 OF 4 LEGAL DESCRIPTION: LOT 1, 2, & 3; GLEN ALPS ESTATES SUBDIVISION #1; TYPE OF WORK: DETAIL DRAWING OF ADVANTEX TREATMENT UNIT TO PROPOSED DRAINFIELD 30 INCH INSULATED ORENCO BIOTUBE SCREENED VAULT ORENCO EFFLUENT PUMP ,. W r of e A. Gar ss: �o49r C 7 . t 4��®QaP OfessionG-\ �G —THE DISTRIBUTION LINE IS TO BE 1.25 INCH PVC WITH i INCH HOLES SPACED 12 INCHES ON CENTER. (30 HOLES TOTAL) ------------------ O MT7 I W I in r� 3 a I MTO j o j I 30 FEET LON �a U- FlNAL INSULATION FILTER FABRIC - 0.5' OF THE DISTRIBUTION LINE IS TO BE 1.25 INCH PVC WITH j INCH HOLES SPACED 12 INCHES ON CENTER. (30 HOLES TOTAL) — I'll x= 2+ FEET --_APPROVED, SAND, Fl�TER; ORIGINAL GRADE DATE: / +, 4/15/2004 , 4=7of DRAWN BY: GARN /.�P'`''•"`.'�-�Q ESS EN GINE.ERING GROUP, Ltd.C.J.G. SCALE: * : g 5701 E, PREPARED G PHONE BER: N M 1» 20' " "' ' `"' "' (/ CONSULTANTS & GENERAL CONTRACTORS ROAD, SUITE 101 " ANCHORAGE, AK 94.,0? *PHONE (90i}337 -b179 'FAX (90?)5�8-1246 — U PAGE NUMBER: t THOMAS & SHARON SNELLING (907) 727-7770 4 OF 4 Dt�ffj J ffr y', G ne s.. LEGAL DESCRIPTION: 7 3 mid GLEN ALPS ESTATES SUBDIVISION #1; LOTS 1, 2, & 3, TYPE OF WORK: �4de�Professiono\�c� DETAIL DRAWING OF PROPOSED DRAINFIELD 110' 'UtIL Esmt 164.2.1i 4 u 4U' W U U" -U-"%mt ' 25 1 ) 1 16 7 ", F ...... NS 50 1'W 2 28.5 720 Ilk" ...... .... .. ..... er . �•s �L.31 �74-231 epi R FE N89 43' 2'W 66.44,--/ 395.87 101 It Esmt W. O/Rop D SEPTr�E E P �AGE 2F 2) H# OOuu L6 cu 46 N 9* TOY 2 CD In 'D ✓"ak C4 "�\ 4� Z 1 \s �j Af7a 4 U If 0 UtR, EsM -4. % S L. I.AJA—!.. ATM O -Z, T�. C7 FC F�� ANCHOrAGFNAK 9�07�- ;N.. .4 ti . . . . . .... ... I PREPARE ONb�bE�R: 0 LEOAL'DESCRIP11QN: LOT AT \\)J, q! E --,,'b SA6�A 0 \,\� A O .. SP 0 OARNESS ENOINEERINO GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS 3701 E TUDOR ROAD. SUITE 101 • ANCHORAGE, AK. 99507 • PHONE (907)337-6179 • FAX: (907)3M-,3245 • WEBSITE:amssee Inmml eom I . 9 �9 re• 1. . SOIL LOG — PERCOLATION TEST d .... I LEGAL DESCRIPTION: GLEN ALPS ESTATES SUBDIVISION #1; LOT 1 �j� '.J a ess. THOMAS AND SHARON SNELLING V {O E 7953 PERFORMED FOR: DATE: 4/7/2004 (f (feet)ORGANICS TEST HOLE #1®�� ©���� w..�. prafess`�r.�—, GP to 7 8 9 10 11 12 13 14 15 16 17 18 DEPTH TO DATE GROUNDWATER DRY 4/7/2004 DATE READING CLOCK TIME SOIL CLASSIFICATIONS 2 4/7/2004 MIXTURES OF — — 6" — FRACTURED — GW ORG 6" BEDROCK/ ,.�� GP ML 3 �'t SHALE, GRAVEL, — 4 0" 6" '" • AND SAND — GM CL 4-«* " 6 — GC OL 6" BEDROCK 0011cp11 11 SW MH (IMPERMEABLE) c •00!' ; SP CH 50. SM s ,' OH 6 SC 7 8 9 10 11 12 13 14 15 16 17 18 DEPTH TO DATE GROUNDWATER DRY 4/7/2004 DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 4/7/2004 1 — — 6" — 2 — 4 0" 6" 3 — — 6" _ 4 — 4 0" 6" 5 — — 6" _ 6 — 4 0" 6" 19 PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 1.0 FT. AND 2.0 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES ENO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: CALEB GALL COMMENTS: PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PER ORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: - , GARNESS ENGrlNEER.ING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS , 3701 E TUDOR ROAD, SURE 101 ' µ S O I L� LOG . PEP E R C O LAT I O N TEST w®srtE yam..".�m..�,�.�m LEGAL DESCRIPTION: GLEN ALPS ESTATES SUBDIVISION #1; LOT 1 PERFORMED FOR: THOMAS AND SHARON SNELLING DATE: 4/7/2004 DEPTH ---- ORGANICS (feet) TEST HOLE #2 r• 2 3 DATE GP to 4/7/2004 WATER LEVEL READING SP Iiur�i 1 MIXTURES OF 4 ` e FRACTURED °• re°e BEDROCK/ 3 0" SHALE, GRAVEL, 3 AND SAND — 6" — 6 4 — mss" r� . BEDROCK 8 (IMPERMEABLE) 9 10 11 12 13 14 15 16 17 18 :01011 i1r���1 c•L•�I�P►F DEPTH TO GROUNDWATER DATE DRY 4/7/2004 WATER LEVEL READING NET DROP (INCHES) Iiur�i 1 RIAM — 6- 2 — 3 DEPTH TO GROUNDWATER DATE DRY 4/7/2004 WATER LEVEL READING NET DROP (INCHES) 4/7/2004 1 F, I rim, WIFily'i"pl. J•.. j,`CE17953 4 r •. .•• •`cam pr0 f ession°c�—� DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 4/7/2004 1 — — 6- 2 — 3 0" 6" 3 — — 6" — 4 — 3 0" 6- 5 — — 6" — 6 — 3 0" 6" 19 PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 2.0 FT. AND 2.5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES ENO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: CALEB GALL 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: 4-11��/c7$- GARNESS GINEERING GROUP,, Ltd.. CONSULTANTS & GENERAL CONTRACTORS 3701 E TUDOR ROAD, SURE 101 • ANCHORAGE, AK. 99307 • PHONE (907)337-5179 • FAX: (9-07)335-3246 • WEBSRE: gamemngirmrfnq.com SOIL LOG — PERCOLATION TEST LEGAL DESCRIPTION: GLEN ALPS ESTATES SUBDIVISION #1; LOT 1,2,3 PERFORMED FOR: THOMAS AND SHARON SNELLING DATE: 4/7/2004 DEPTH :--- ORGANICS (feet) GP to TEST HOLE #3 1 ="tom:•: • SP 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 MIXTURES OF SOIL . CLASSIFICATIONS BEDROCK/ NET DROP (INCHES) GRAVEL, AND ya GW ORG SAND s GP ML BEDROCK GM CL IMPERMEABLE Q GOV \Vo GC OL 0®aa SW MH •• ®�• •s SP CH SM j o� OH SC DEPTH TO DATE GROUNDWATER DRY 4/7/2004 DATE READING CLOCK NET TIME TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) Q GOV \Vo PERCOLATION RATE (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN FT. AND FT. A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES 0 NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: COMMENTS: PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PE FORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: -1-c4- MR,p'r 19 2004 4:49PM ENSTAR Engineering 907-562-0053 p.1 4/19/2004 Garness Engineering Group, Ltd. Jeffrey Garness 3701 E Tudor Road, Suite 101 Anchorage, AK 99507 To whom it may concern: ENSTAR Natural Gas Company Englneering Department 401 E. International Airport Road P. O. Box 190288 Anchorage, Alaska 99519-0288 (907) 264-3740 FAX (907) 563-4085 ENSTAR Natural Gas Company has no objection to the encroachment of the new sewer service line in the 25 foot gas easement on the north side of Lot 2, Glen Alps Estates #1 Subdivision. See attached site plan dated 04/13/04. Acceptance and use of this letter of non -objection by yourself, your heirs, your assigns, or your successors, will constitute agreement to the following stipulations: ENSTAR will be held harmless, now and forever for any damages or injury to any person or property as a result of this encroachment. Any ENSTAR facility damaged or destroyed, as a result of this encroachment will be repaired at no cost to ENSTAR. Any costs incurred by ENSTAR for special construction necessitated by this encroachment will be borne by the property owner. All applicable safety code regulations will be observed and maintained. This letter of non -objection will in no way preclude ENSTAR from full use and enjoyment of its rights within any portion of its right-of-way. Sincerely, EN TAR Natural Gas Company Dave Titus, Engineer cc: File r � Municipality of Anchorage On -Site Water and Wastewater Program (907)343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL Parcell .021-022-0; �f) G Zl'�ZExpiration Date: ✓ 1. GENERAL INFORMATION &I0 ®sA y! ; Complete legal description Glen Alm Estates S/D #1, LOT 1 Location (site address) 13440 Glen Alps Road, ANCHORAGE AK 99516 Current Property owner(s) Carl Luchsinger Day phone Mailing address Real Estate Agent 2. TYPE OF DWELLING: P.O. Box 110374, ANCHORAGE, AK 99511 ® Single Family (wlwo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 4 4. TYPE OF WATER SUPPLY: Individual Well Individual Water Storage ❑ Community Class Well ❑ Public Water System ❑ Waiver/Variance request for: Day phone 9 TYPE OF WASTEWATER DISPOSAL: Individual Holding Tank ❑ Community ❑ Public Sewer ❑ Received by: Date: COSA to be released to the engineer. unless otherwise requested by the engineer. COSA Fee $/�__ Waiver Fee $ Date of Payment �® �w Date of Payment Receipt Number 12a q(W Receipt Number COSA 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 MIKE N ANDERSON P.E. Phone 727-8864 Address 4661 NATRONA AVE. Engineer's Printed Name MIKE N ANDERSON. PE Date 07/15/16 6. DSD SIGNATURE System #1 Approved for T bedrooms System #2 Approved for Disapproved. Conditional approval for bedrooms bedrooms, with the following stipulations: Original Certificate Date: 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. ATTACHMENTS: COSA Checklist X Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory T— Other COSA blue sheet 10-10-12,doc "?. L If more than 1 septic system is on the lot: COSA Checklist # _syof _ Structure served by this stem _ Certificate of On -Site Systems Approval Checklist Legal Description: Glen Alps Estates S/D #1. LOT 1 Parcel ID: 021-022-05 A. WELL DATA Well type Private Date completed 1960 ? * If A, B, or C provide PWSID # Sanitary seal (Y/N) Y Well Log (Y/N) NO * Wires properly protected (Y/N) Y Total depth 151 ft. Cased to *8 ft. Casing height (above ground) 14 FROM WELL LOG AT INSPECTION Date of test 512512016 Static water level ft. 43 ft. Well production g.p.m. 0.2 g. p. in. WATER SAMPLE RESULTS: Coliform NEG colonies/100 mL Nitrate 1.02 mg/L Arsenic: ND ug/L Date of sample: 512512016 B. SEPTIC/HOLDING TANK DATA Tank Type/Material ADVANTEXIFIBERGLASS Tank size 1500 gal. Number of Compartments 2 Foundation cleanout (YIN) Y Depression over tank (Y/N) N Collected by: Mike N. Anderson Date installed 4.26.29.2004 Cleanouts (Y/N) Y High water alarm (Y/N) y Date of pumping 512512016 Pumper Around the Clock C. ABSORPTION FJELD,DATA —1985 SYSTEM TESTED Date installed 4.26.292004• Soil rating (a.p.d./ft2 or ftZ/bdrm) 6.0 System type 5 WIDE TRENCH Length 30 .30. ft. • Width 5 ft. Gravel below pipe 0.5 ft. Total depth 2.5 ft'k Eff. absorption area 150 ft2 Monitoring tube Y Depression over field N Date of adequacy test 512512016 Results (Pass/Fail) PASS For 4 bedrooms Fluid depth in absorption field :before test 0 in. Water added 600+ gal. New depth 4 in. Elapsed Time: 360 ;min, +' Final fluid depth 0 in. Absorption rate >= 600+ g.p.d. Any rejuvenation treatment (past 12 mo.) (Y/N & type) UNKNOWN If yes, give date J . , D. LIFT STATION Date installed 4.26.29.2004 Size in gallons 1500166 Manhole/Access (Y/N) Y "Pump on" level at 32 in. "Pump off' level at 22 in. High water alarm level at 46136 in. Datum TANK BOTTOM Cycles tested 3 Meets alarm & circuit requirements? Y ** E. SEPARATION DISTANCES WELL ON LOT TO: Septic tank/lift station on lot 1001+ Absorption field on tot 100'+ Public sewer main 751+ Sewer /septic service line 50'+ Animal containment areas 100'+ SEPTIC/HOLDING TANK ON LOT TO: Building foundation 10+' Property line 101+ On adjacent tots 1001+ On adjacent lots 1001+ Public sewer manhole/cleanout-1001+ Holding tank 100' Manure/animal excrete storage areas 1001+ Absorption field 5'+ Water main 100'+ Water service line 10'+ Surface water 1001+ Wells on adjacent lots 100'+ ABSORPTION FIELD ON LOT TO: Property line 101+ Building foundation 10'+ Water main J* / y D '7L Water Service line 10'+ Surface water 1001+ Driveway, parking/vehicle storage 10'+ Curtain drain 100'+ (None Known) Wells on adjacent lots 1001+ F. COMMENTS * SEE PREVIOUS COSA, ** SYSTEM HAS BEEN CLEANED BY L&S SERVICES G. ENGINEER'S CERTIFICATION 1 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 MIKE N. ANDERSON, PE Date 07142016 COSA canary sheet 2-6-15.doc .► OF 'i9 y�PtB....A. it *g' 4,97H ov rp„ ; MICHAEL N. ANDERSON ; CE 9¢69 Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 Elmore Street P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 Water Well Advisor Certificate of On -Site Systems Approval (COSA) # OSC161300 During a recent COSA on-site inspection and test of the potable water supply well on Block , Lot 1 of Glen Alps Estates #1 subdivision, the well's productivity was determined to be 0.2 gallons per minute. The minimum well productivity required by this Department (AMC 15.55) for a 4-bedroglin residelice is .41 gallons per minute. Ak"w&#i the subject well woos W currently 16"Woolis minimum requirement, all parties concerned are advised that the production capacity of the well may fluctuate. Restriction of non-critical water uses such as washing cars and watering lawns and gardens may be required. This advisory must be attached to all copies of the subject Certificate of On - Site Systems Approval. \' %480,\' \�§rA �\ — \Z ; \\\ 3 \\( { B §§4 \\� 0 )}( \�a/ \§ ;;! r . ZZZ § ` ` 2) *§z }F0 `}\ \ o \ 2 / \' %480,\' \�§rA �\ — \Z ; \\\ 3 \\( §§4 \\� 0 )}( \§ ;;! r . ZZZ § ` ` 2) *§z `}\ \ 2 / \' %480,\' \�§rA �\ — \\( §§4 )}( *§z `}\ \' %480,\' ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT BETWEEN MUNICIPALITY OF ANCHORAGE AND ALINA SCHNEIDER THIS MAINTENANCE AND REPAIR AGREEMENT made and entered into as of this Day of ;j"P of 2040 , by and between ALINA SCHNEIDER 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 utilize and operate an Advanced Wastewater Treatment System (AWWTS), described as Advantex Ax -20 located at (legal description). Glen Alps Estates #1 L1 & L2 2. Definitions. Alteration.. Any change to the design or function of an A W WTS that includes the installation or removal of any parts, components or pieces not included in the original construction permit and design. 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 municipalityathe 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 (S) 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. I. Owner agrees to provide and maintain a telephone connection to the AWWTS as required by the AWWTS approval. 6. 1yORWaiyer. 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: ALINA SCHNEfDER b. Municipality: Director Q0—WmunitX 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: By: �� �GG� (signature) Date:1 �P 3- -(print name) STATE OF ALASKA ) ) ss. THIRD JUDICIAL DISTRICT ) The foregoing instrument was acknowledged before me this day Of Tuj�� 20 6 , b yQ Y 1'na. �r�utf rf5pn �Z • r\ NOTARY PUBLIC FOR ALASKA My Commission expires: 7 % r 7 / aG(7 MUNICIPALITY: By: (signature) Date: (print name) Title: Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 Elmore Road P.O. Box 196650 Anchorage, AK 99507 www.muni.org/onsite (907) 343-7904 *41&4y49v CERTIFICATE OF ON-SITE SYSTEMS APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I. D. 021-022-j 1. GENERAL INFORMATION Complete legal description GLEN ALPS ESTATES #1 (LOT1) COSA # 0 q 102 � rZ Expiration Date: //—/17-0 Location (site address) 13441 GLEN ALPS ROAD, ANCHORAGE, AK 99516 Current Property owner(s) MARK A. WILLIAMS Mailing address Lending agency Mailing address Real Estate Agent Mailing Address RE/MAX PROPERTIES (MICHELLE NELSON) Day phone Day phone Day phone (907) 257-0466 110 W. 38TH AVE, SUITE 100, ANCHORAGE, AK 99503 Unless otherwise requested, COSA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: 3. TYPE OF WATER SUPPLY: Individual Well ✓❑ Individual Water Storage ❑ Community Class Well ❑ Public Water System ❑ TYPE OF WASTEWATER DISPOSAL: Individual On-site ✓❑ Individual Holding Tank ❑ Community On-site ❑ Public Sewer ❑ `i. 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 sample results. (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. Municipality of Anchorage GF sL • Development Services Department Building Safety Division On -Site Water & Wastewater Program 4700 Elmore Road P.O. Box 196650 Anchorage, AK 99507 www.muni.org/onsite (907) 343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST Legal Description: GLEN ALPS ESTATES #1 (LOT 1) Parcel ID: 021-022:%I{TC/ A. WELL DATA *Data referenced from 2004 COSA completed by Garness Engineering. Well is cased to bedrock. Well type Private If A, B, or C provide PWSID # N/A Date completed Approx.1960 Sanitary seal (Y/N) Yes Total depth 150' ft. Cased to *8 ft. Date of test Static water level FROM WELL LOG N/A N/A ft. Well production WATER SAMPLE RESULTS: N/A MI Well Log (Y/N) No Wires properly protected (Y/N) Yes Casing height (above ground) 19 in. AT INSPECTION August 04, 2009 19.5' ft. 0.78 9.p -m. Coliform 0 colonies/100 mL Nitrate 0.236 mg/L Other bacteria 0 colonies/100 mL Arsenic: ND ug/I Date of sample: 7/28/09 Collected by: J. Snyder B. SEPTIC/HOLDING TANK DATA *Data referenced from 2004 COSA completed by Garness Engineering. Tank Type/Material *Advantex/Fiberg lass Date installed *April 29, 2004 Tank size *1500 gal. Number of Compartments *2 Cleanouts (Y/N) Yes Foundation cleanout (Y/N) Yes Depression over tank (Y/N) No High water alarm (Y/N) Yes Date of pumping 7/24/2009 Pumper Anchorage Tank & Welding, Inc. C. ABSORPTION FIELD DATA *Data referenced from 2004 COSA completed by Garness Engineering. Date installed *April 29, 2004 Soil rating (g.p.d./ft2 or ftz/bdrm) *6 System type *Shallow Trench Length *30 ft. Width *5 ft. Gravel below pipe 0.5' ft. Total depth 2.0 ft. Eff. absorption area 150 ft2 Monitoring tube Yes Depression over field No Date of adequacy test August 04, 2009 Results (Pass/Fail) Pass For 3 bedrooms Fluid depth in absorption field before test 0 in. Water added 450 gal. New depth o in. Elapsed Time: 26 min. Final fluid depth 0 in. Absorption rate >= 450 g.p.d. Any rejuvenation treatment (past 12 mo.) (Y/N & type) No If yes, give date N/A Municipality of Anchorage Development Services Department r Building Safety Division S 4 F E T Y On -Site Water and Wastewater Program 4700 Elmore Street P.O. Box 196650 Anchorage, AK 99519-6650 www. ci. anchorage. ak.us (907)343-7904 Water Well Advisory Certificate of On -Site Systems Approval (COSA) # 090267 During a recent COSA on-site inspection and test of the potable water supply well on Block , Lot 1 of glen Alps Estates #1 subdivision, the well's productivity was determined to be 0.78 gallons per minute. The minimum well productivity required by this Department (AMC 15.55) for a 3 -bedroom residence is 0.31 gallons per minute. Although the subject well currently exceeds this minimum requirement, all parties concerned are advised that the production capacity of the well may fluctuate. Restriction of non-critical water uses such as washing cars and watering lawns and gardens may be required. This advisory must be attached to all copies of the subject Certificate of On - Site Systems Approval. �.1��,`��: Fid\�``►L w1 Ll f � o v� s At �i n J �v1 PIP' , s Ll tj CA ID..s ` spa§�c 160 . Lawk bl?l) 'i lk, `A -I +100 is N50 Li y 11 lam- Ao AVL tj CA ID..s ` spa§�c 160 . Lawk Municipality of Anchorage Development Services Department Building Safety Division On -Site Water & Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. 021-022-51 HAA# Q 1. GENERAL INFORMATION Expiration Date: Complete legal description GLEN ALPS ESTATES SUBDIVISION #1; LOT 1 Location (site address or directions) 13441 GLEN ALPS ROAD * ANCHORAGE, AK Current Property owner(s) THOMAS & SHARON SNELLING Day phone 727-7770 Mailing address Lending agency Mailing address Real Estate Agent Mailing address Day phone MARY ANN GRANT w/ JACK WHITE Day phone 762-3168 3201 V STREET, SUITE 200 * ANCHORAGE, AK. 99503 Unless otherwise requested, HAA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: 4 3. TYPE OF WATER SUPPLY: Individual Well N Individual Water Storage ❑ Community Class Well ❑ Public Water System ❑ TYPE OF WASTEWATER DISPOSAL: Individual On-site 0 Individual Holding tank ❑ Community On-site ❑ Public Sewer ❑ The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of Health Authority Approval (HAA) based only upon the representations given in paragraph 4 by an independent professional civil engineer registered in the State of Alaska. Certificates of Health Authority 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 HAAs upon request to homeowners. Certificates of Health Authority 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 Health Authority 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 Phone 337-6179 Date 5/5 -44 - In - v4' Approved for bedrooms. Disapproved. X Conditional approval for 4 bedrooms, with the fllowing stipulations: At the time of title transfer the new property owner shall sign the attached Maintenance Agreement which shall be returned to this office before a unconditional Agreement is issued. Attachments: F HAA Checklist C/ Manitenance Agreements Septic System Advisory Supplemental Engineer's Reort Well Flow Advisory Other By: Original Certificate Date: 5-- .� o (Rev. 12/01) Municipality of Anchorage • Development Services Department Building Safety Division On -Site Water & Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 HEALTH AUTHORITY APPROVAL CHECKLIST Legal Description: GLEN ALPS SUBDIVISION #1; LOT 1 Parcel ID: 021-022-51 A. WELL DATA *CASED TO BEDROCK. FIELD VERIFIED BY BRIAN WILLIE w/ AAROW PUMP WELL SERVICE ON 4/30/2004 **500 GALLONS OF STORAGE ADDED ON 5/1/2004 Well type PRIVATE If A, B, or C provide PWSID# N/A Well Log (Y/N) NO Date completed —1960 Sanitary seal (Y/N) YES Wires properly protected (Y/N) YES Total depth 151 + ft. Cased to *8 ft. Casing height (above ground) 12+ in. FROM WELL LOG AT INSPECTION Date of test 4/30/2004 Static water levelft. 42 ft. It Well production 9 -p.m. **0.19 g.p.m. WATER SAMPLE RESULTS: 0 0 Coliform colonies/100 ml. Nitratd'llb ' rig./L. Other bacteria colonies/100 ml. Arsenic: N/A mg./L. Date of sample: 4/27/2004 Collected by: AAROW PUMP & WELL B. SEPTIC/HOLDING TANK DATA Tank Type/Material ADVANTEX/FIBERGLASS Date installed 4/26-29/2004 Tank size 1500 gal. Number of Compartments 2 Cleanouts (Y/N) YES Foundation cleanout (Y/N) YES Depression over tank (Y/N) NO High water alarm (Y/N) YES Date of pumping NEW Pumper C. ABSORPTION FIELD DATA BELOW FINAL GRADE Date installed 4/26-29/2004Soil rating (k`p_d_/Vor ftlbdrm) 6.0 System type SHALLOW TRENCH Length 30 ft. Width 5 ft. Gravel below pipe 0.5 ft. Total depth *2.3 ft. Eff. absorption area 150 ftZ Monitoring tube YES Depression over field NO Date of adequacy test NEW SYSTEM Results (Pass/Fail) For b +s Fluid depth in absorption field before test in. Water add New depth in. Elapsed Time: min. epth in. Absorption rate >= g.p.d. enation treatment (past 12 mo.) (Y/N & type) If yes, give date D. LIFT STATION Date installed 4/26-29/04 Size in gallons 1500/66 Manhole/Access (Y/N) YES TIMER/ TIMER/ "Pump on" level at 32 in. "Pump off' level at 22 in. High water alarm level at 46/36 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 On adjacent lots 100'+ On adjacent lots 100'+ Public sewer manhole/cleanout N/A Sewer /septic service line *20'+ Holding tank N/A 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 *HOUSE CONSTRUCTED WITH WELL & SEWER LINE IN N1960 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 HAA guidelines in effect on this date. Engineer's Print7dN me JEFFREY A. GARNESS Date o� HAA Fee $ Date of Payment /J/Uy Receipt Number OC-) 5�y (Rev. 12/01) Waiver Fee $ Date of Payment Receipt Number 05-04-04 02:51PM FROM-CT&E ESI, SGS ENV SERVICES SCS Ref.# 1042096001 Client Name Aarow Pump & Well Service Project Name/# Lot 1, Glen Alps Estates #1 Client Sample ID Lot 1, Glen Alps Estates #1 Matrix Drinking Water PWSID 0 Sample Remarks: 9075615301 T-204 P.02/03 F-744 All Dates/Times are Alaska Standard Time Printed Date/Time 05/04/2004 15:23 Collected Date/Time 04/27/2004 13:30 Received Date/Time 04/27/2004 13:55 Technical Director Stephen C. Ede Released By Parameter Results PQL Units Method Container ID Allowable Prep Analysis Limits Date Date Init Waters Department Nitrate -N 0.270 0.100 Microbiology Laboratory Total Coliform 0 mg/L EPA 300.0 B (<=10) col/100ml, SM18 9222E A (<=1) 04/27/04 7MP 04/27/04 DKC 0 m O D — D Z N --' n rn f c� M �z„o Om O o o rn D C < ZZ � c�nom� m --<z m U) O Om F C > C= N z -' i mm O O rmzm N cn Z �0 (n C { O D Z = D m 0 U) q X o O Z Z O -i Z = M M D (7�7=-I 0 zr-= D .TDI Om mD m F” D 0 D r K Z --i m oso m Z D O Z 00 D mam m�1j�7�f7I F -r --I z o - lJL1LILJ � ♦ `J oc o U mom o0N NEs vm� '( �� 0 N >, Zo >mm I r. o 6> z , O cn ro n o 6 do cn O O = 0 .70 -0 �u D D C o -� D F- m C)m D z m � CA I j ' ' m 0 C0 m 0 t m I -mi < -I m O o D Ul O z mD O= D ..n V m O --lo m j C/)W D c < C I I vrC I 0 D -� Z r O m - cmrn DD ZO z o Zr- in o c" G7 Z z ® Cl) D 0 C COr F- m (n C Z m z -� m > .� N) O 41 W N o I m � —1 m O 0 f (n D m D c)c� i I r --I r D D D t - 0 mz i Ll MAIN STREET — — — — S00'10'43"W 130.00'(R) Gj 4 H.1) — � /L / �\ < D C C _ r � I I ' 0 O D D C o -� nm mz I ' D S CA I j ' ' D mcn--q I m m I -mi < F9 m O F11 Fll r mD „ Z C = m O --lo m j D 1 c < C I I D m I 0 m C:) �\ < D C C _ r � CO D I I ' m0 00 O D D C o -� — mz I ' D S CA I j ' ' � mcn--q I �Mm m I F71 F9 m O ,70mm r mD „ Z C = O --lo m {m 1 c < C z 0 Z CDDm 0 m C:) O m - cmrn Un ZO �u m �mm o c" Nc m� j 0 cn o co Z F9 D (n C Z D O -- O ::E �n ca, Z �m0 / I I m - = O i m ZO = m D m D c)c� i I r --I r D D D t - I mz X -o m' / 0 (D _ / �z z'� l CkJ I lA l IT1 / ' W Q0 CO D Z m0 00 O D D C o -� — mz m D S CA = r m mcn--q �Mm m m � F9 m O ,70mm r mD C Z C = O --lo m {m m c < C z 0 Z CDDm 0 m C:) O m - cmrn Un m�10.0 �u m �mm o c" m� Z D co Z F9 D (n C Z --1 o O ::E �m0 O nmz O i m ZO = m co D c)c� M C 7Q ;;o C mz X -o m' 0 o= � Fri O N rm --i C= F71 om FTI m 0 m �r O Z �o C �u O O7 Z z o --1 �0 C � CD Z o O 100' WELL m RADIUS — m 0 z C-)ci 0 Z r - O 0 � Z m0 m 0 Co z F- 0 0 Z U) O 179.9' rn N O U rn� O Z N O f— Nw O LO -� m Cf) cn -T N00'02'05"W 245.00'(R) ► o 0 -u • r Cn D ^^ m YJ m � 0 Ln :E r O C r m �7 O z 0 Z 0 mm � Un v �u m \ D F- co Z D O m C v co D X CAN