HomeMy WebLinkAboutBEAR VALLEY BLK 3 LT 4Bear Valley Block 3 Lot 4 #020-431-03 Municipality of Anchorage o Development Services Department V p'�� Building Safety Division On -Site Water & Wastewater Program, 4700 South Bragaw St. s A r e , P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anehorage.ak.us (907) 343-7904 Page 1 of 3 On -Site Wastewater Disposal System and/or Well Inspection Report Permit Number: SW020058 PID Number: 020-431-03 Name: Wastewater System: X New ❑ Upgrade CHRIS &STEPHANIE YOUNG Y pg Address: 2240 SENTRY DRIVE #101* ANCHORAGE, AK 99507 ABSORPTION FIELD Phone: No. of Bedrooms: (907) 677-7925 3 ❑ Deep Trench ■ Shallow Trench ❑ Bed ❑ Mound ❑ Other LEGAL DESCRIPTION Total Depth from original grade: SO11 Rating: 2.0 8.0 GPD /Sq. Ft MAX Ft. Block: Lot: Subdivision: Depth to pipe bottom from original grade: Gravel depth beneath pipe: 3 4 BEAR VALLEY 3.97 MAX Ft. 4.03 Ft. Township: Range: Section: nu added above original grade: Gravel length: — — — SEE DWG Ft. 45 Ft. C3WELL: ■ New Upgrade Gravel width: Number of lines: 5 1 (Distance between lines: — Ft. Ft. Classification (Private, A.B,C): Total Depth: Cased To: Total absorption area: Pipe material: PRIVATE 187 Ft. 40 Ft. 450 so. Ft. D 3034/ F-810 Driller. Date Drilled: Static Water Level: Installer: Data installed: ALPINE DRILLING 7/17/02 37 BEEK CONSTRUCTION 9/12-14/2002 Ft. Yeld: Pump Set At: Casing Height Above Ground: TANK 10 GPM1 UNKNOWN Ft.1 2 Ft. SEPARATION DISTANCES ❑ Septic ❑ Holding ❑ S.T.E.P. ■ Other To Septic Absorption Lift Holding Public/Private Manufacturer. Capacity in gallons: ANCHORAGE TANK 1500 From Tank Field Station Tank sewer Lines Well 100'+ 100'+ 100'+ — Material: Number of compartments: 25'+ FIBERGLASS 2 Surface Water 100'+ 100'+ 100'+ — — LIFT STATION Lot Line 5'+ 10'+ 5'+ — Size in gallons: — 1500 Manufacturer: ANCHORAGE TANK/ORENCO SYSTEMS "Pump on" level at: "Pump off" level at: High water alarm at: Foundation 5'+ 10'+ 5'+ — — TIMER I TIMER 1 46 Pump Make h Model: Electrical Inspections performed by: Curtain Drain NONE KNOWN MODEL 30 1/2HPI M.O.A. Remarks: BENCH MARK —THIS IS AN ADVANTEX TREATMENT SYSTEM Location and Description: TOP OF GARAGE SLAB ® PAINT MARK ON NORTWEST SIDE (Assumed Elevation:. 101600 Ft. ENGINEER'S SE Qoop�S`�� Inspections performed by: AKWWC, INC. Dates: ist . • * D 2nd 9/14/2002/2IS 3rd 9/25/2002a "' •' ""• ' ••Je'fr y A. Garne :•' Development ices D partment Approval 4 E-7953 er p Q Reviewed and approved b Pp y / / / p' Date: / 6 03 �Ve�e�Profession°ate 40000�`�0� (Rev. 12/01) 1 PERMIT NUMBER: AS -BUILT DRAWING PARCEL ID NUMBER: SW020058 020-431-03 tA B .... FCO 32.30 37.89 CO ,1 60.295 50.89 POD 64.660 51.96 i 4 MH 70.17 54.01 NEW DRAINFIELD t DBL1 73.83 62.23 DBL2 C01 74.25 63.21 ry ALTERNATE SITE 53.05 73.76 CO2 89.51 81.53 MT1 56.71 75.57 MT2 88.24 82.33 �1y 2 TTH#2 TH# NEW 1500 GALLON" ADVANTEX TREATMENT UNIT \ t / NEW \ \ 3 BEDROOM HOUSE f \\ NEW WELL / DATE: rt ., 1/6/2003 s5 A "h .�.. DRAWN BY: ALASKA WATER & WASTEWATER c G. CONSULTANTS, INC.���scnLE: 6901 DEBARR ROAD, SUITE 213 •ANCHORAGE. AK 99504 'PHONE (907)337-6179 ' FAX (907)3383246 1 " = 40' PREPARED FOR: PHONE NUMBER: PAGE NUMBER: CHRIS & STEPHANIE YOUNG (907) 677-7952 2 OF 3 LEGAL DESCRIPTION: BEAR VALLEY SUBDIVISION: LOT 4, BLOCK 3 TYPE OF WORK: AS—BUILT DRAWING OF SEPTIC SYSTEM UPGRADE PERMIT NUMBER: SW020058 FINA TOP OF TAN = 93.04 INVERT OF P = 91.57 GROUNDWATER ( NO BEDRO( rno nr nnve�mry onn OF TANK 93.02 MT FINAL GRADE = 93.25 — 95.53 B %L GRADE = 91.9 — 93.5 /—FILTER FABRIC ELEVATION 'OM OF TH 77.5 PARCEL ID NUMBER: 020-431-03 T 4NVERT OF PIPE = 89.53 �^— 5'�BOTTOM OF TRENCH = 85.5 DATE: 10/28/02 ..,.,:.� �........ . ...:;..,, DRAWN B.S.G. AlASItii `N;XI.-ER il?a. IVAAiTEAVAJ'ER SCALE: CONSULTANTS INC. N.T.S. 6901 DE3ARR ROAD, SUITE 20 ' ANCHORAGE A, 99504 • 'HONE (907)337-6179' FAX (907)538-3946 PREPARED FOR: PHONE NUMBER: PAGE NUMBER: CHRIS & STEPHANIE YOUNG (907) 677-7952 3 OF 3 LEGAL DESCRIPTION: BEAR VALLEY SUBDIVISION: LOT 4, BLOCK 3 TYPE OF WORK: AS -BUILT DRAWING OF SEPTIC SYSTEM UPGRADE 11/20/2002 09:50 FAX 907 257 4246_,. ANCH DAILY NEWS 10 002 Permit Number: #SW 020058 Date of Issue: 4-10-02 Parcel Identification Number: 020-431-03 Date Started: 7-17-02 Date Completed: 7-17-02 Is well located at approved permit location? E Yes ❑ No Legal Description: Bear Vallev Blk 3 U 4 Property Owner Name & Address: Chris & Stephanie Young 2440 Sentry Dr. # 101 Anchorage, Alaska 99507 Borehole Data: Depth (ft) Method of Drilling ® air rotary ❑ cable tool Soil Type, Thickness & Water Strata From To Casing type: steel stick-up 0 2 Wall Thickness:.250 inches gravelly silt 2 27 Diameter: 6 inches Depth: 40 feet Bedrock 27 187 Liner Type: Diameter: inches Depth: feet Casing stickup above ground: 2 feet Static water level (from ground level): 37 feet Pumping level: 187 feet after 2 hours pumping 10+ gpm Recovery Rate: 10+ gpm Method of Testing: air Well Intake Opening Type: ❑ Open End ® Open Hole ❑ Screened Start feet Stopped feet ❑ Perforations Start feet Stopped feet Grout Type: Bentonite granular Volume: 1bQs Depth: Start 0 feet Stopped feet Pump: Intake Depth feet Pump size hp Brand Name Well Disinfected Upon Completion? ® Yes ❑ No Method of Disinfection: chlorine tablets Comments: Well Driller: Alpine Drilling & Enterprises PO Box 110496 Anchorage Alaska 99511 Attention: The well driller shall provide a well log to the property owner within 30 days of completion and the property _...1._ __11 t_nt .. .a_I1 __.. .c a_ . _...111..._ af.- T_._, .O Y T._1.1. O TL_..._._ n.—.t--- . ...:.t •. /ft J..... . O._..... I..•... 11/20/2002 09:50 FAX 907 257 4246 ANCH DAILY NEWS 10003 CS M SNOW gE R 8. 0 \�R` Z ' 3 72Zgs� f N• 1 186,Q0• o R, LOT 5 45.10 R=20.00' a' ® L= 38.22' LOT 4 LIR VGRAvu.'::. -1 0Q UTILITY EA EMENT ' :.:.:...... 6• ? p � \ p o HOU \\ p HOUSE 2 \ Fj Sf¢, LOT 3 /0 X 5' UTIL v g000000pp�4 .o ��PG oo �� OF q�.I OLj 49 LH p¢ �.p QQs.;M... ,.. .... . •kel,` Q m� LS -7839 i • a� G QI1.oa•_�' ..... '_aSo kv*eM4GH19tia'&==YOLJNG EXCLUS'ON NOTES: It is the ownars' responsibility to determine LEGEND: SET FND CHRIS &which th0 0%IltmCe O} eny eOaMnMb, COVinOnta. OI reatfkb008 R/a•RB W/CAPOO 5/B" RB 0 do not appear on the recorded subdivision plat. NOTE: 3.25' AL.MON.'0' MONUMENT Under no circumstances should any data hereon be used for HUB s: TACK O construction or for establishing property lines. FENCE_ —x— x — SURVEY conducted a OVERHANO- IprovemH has . phyekal suf y of this property as shown on this WOOD DECKS - G I andCERTIFICATION: and Shat tai tache -CONCRETE - that situated aio on are on are within the r ert lines and no encroach- GRAVEL-- lines an enc - erny ■ menti ealal Othef than noted. GRAVEL- -® -PLANNERS—ENGINEERS OF: LEGAL WATER STLANG &CONSTRUCTON SURVEYORSTI ANDPIPES' 440 WEST BENSON BLVD. # 103 ANCHORAGE. ALASKA 99503 (fax) 561-6626 (907) 562-5291 LOT 4, BLOCK 3, ACNIX ORDER e0V14, 2002 wIma I" '°9 BEAR VALLEY SUBDIVISION2002--55ATAE MLJ k , 403 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 I WATER SUPPLY PERMIT Initial Permit Number: SW020058 Legal Description: BEAR VALLEY BLK 3 LT 4 Design Engineer: 0041 AK Water & Wastewater Consultarr Owner Name: Chris & Stephanie Young Owner Address: 2440 Sentry Dr. #101 ANCHORAGE , AK 99507-0000 Date Issued: Apr 10, 2002 Expiration Date: Apr 10, 2003 Parcel ID: 020-431-03 Site Address: Lot Size: 45693 SQ. FT. Total Bedrooms: 4 Permit Bedrooms: 4 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: f aD P. &V I I Date: q— X02 Qa Date: 10/ja/0L 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 APPLICA FOR A SINGLE FAMILY DWELLING Parcel I.D. iz 10 "431 --03 Permit Number Property owner(s) CHRIS & STEPHANIE YOUNG Day phone 257-4215/350-4321 Mailing address (1) 2440 SENTRY DRIVE #101 * ANCHORAGE. AK Mailing address (2) Zip Code 99507 Legal description (Lot, Block & Sub'd.) LOT 4, BLOCK 3: BEAR VALLEY SUBDIVISION Legal description (Section, Township & Range) N/A 709 Lot Size 43'0.2 Acres/Sq.Ft. Number of Bedrooms 4 THIS APPLICATION IS FOR: Sewer Only ❑ Well Only ❑ Sewer and Well 0 Water Storage ❑ Sewer Upgrade ❑ THIS PROPERTY CONTAINS: Hot Tub ❑ Jacuzzi ❑ Swimming Pool ❑ Water Softening Unit ❑ Therapy Pool ❑ 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. ALASKA WATER & WASTEWATER CONSULTANTS, INC. (SignFaturc of property owncr or outhorizcd agcnt) P;10 Permit Fees: ���� Waiver Fees: Date of Payment: 312-6102 Date of Payment: Receipt Number:0175-33 Receipt Number: e. Minimum Absorption Area: 300 ft2 f. Total Depth: 10 feet (max.) g. Effective Depth: 4 feet h. Width: 5 feet i. Reduction Factor: 0.50 j. Minimum Length: 45 feet long k. Effective absorption area: 450 ft2 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 is no surface water within 100 feet of the proposed septic system upgrade. 7. TOPOGRAPHY: As can be seen on the attached topography site plan, the average topography in the area for the septic system is a 20 to 25 percent slope running from approximately south to north. 8. 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 '.E., M.S. NOTE: Attached is a site plan drawing, a design drawing, an Advantex detail, a trench detail, a topography site plan, four soil logs, and a 7 page construction specification letter which are all part of the design package for this septic system. 6901 Debarr Road, Suite 2B — Anchorage, AK 99504 — Ph: (907)337-6179 — Fax: (907)338-3246 !ft �SFAA/0 i 1\ \ Eq t'. LOT 2, BLOCK 4' �5 !f; BEAR VALLEY S/D f 1 1t LOT 3, BLOCK 4 / BEAR VALLEY S/D ....•?NQ•,......,,� yam. // ALTERN, ^"w --/.SITE -- PROPOSED SEPTIC SYSTEM ' (SEE DESIGN, PAGE 2 OF 4)S, _ LOT 5, BLOCK 3� BEAR VALLEY S/D 1 `SACAN PROPOSED 4 BEDROOM � l HOUSE v \ S r? 1 f t 7t (� LOT 4, BLOCK 4 t BEAR VALLEY S/D I ,f SEPTIC f �tt �= ��� ��� �REA 1 1 DI ! 1 ) 1 #2 \� r r� C \ J• �•� C/ACANT LOT 6, BLOCK 2 BEAR VALLEY S/D Al o / LOT 3, BLOCK 3 11 BEAR VALLEY S/D LOT 5, BLOCK 2 BEAR VALLEY S/D PG{�F aoc _ SLOT 4, BLOCK 2 BEAR VALLEY S/D l Z Ff� LOT 2, BLOCK 2 '� O P� / {� BEAR VALLEY S/D DATE:;2;�<,� 'k,\ 4/5/2002 O� DRAWN BY: .1.• `.� J.L.M. %� '''_ - 'T-141 > A1l..ASKA WATER I& WASTEWATER SCALE: ; * • - T -, v� 6901 DEBARR ROAD SUITE 2B CONSULTANTS, INC,�"`�"' -m a:...,,.,a n �....: �.. ... .. .. .. ..•.... ;r, na Sym-.� rasa« • ANCHORAGE, AK 99504 - PHONE (907)337-6179 ` FAX (907)338-3246 1 — loo, PREPARED FOR PHONE NUMBER: PAGE NUMBER: �J CHRIS & STEPHANIE YOUNG 257-4215/350-4321 1 OF 4 JP fr Garners• LEGAL DESCRIPTION: _7 eQ1 LOT 4, BLOCK 3, BEAR VALLEY SUBDIVISION TYPE OF WORK: �1�\\�ieap�ofessiono`-_`p�l� SITE PLAN FOR PROPOSED WELL LOCATION AND SEPTIC SYSTEM ;'� PROPOSED DRAINFIELD, EXCAVATE A •- TRENCH THAT IS 10 FEET DEEP MAXIMUM BY 5 FEET WIDE BY 45 •� FEET LONG. ADD 4 FEET OF CLEAN, WASHED SEWER DRAINROCK. THE ---•. t TRENCH IS TO BE INSTALLED ALTERNATE SITE -, PARALLEL TO ALL SLOPE CONTOURS •� (SEE DETAIL DRAWING, PAGE 4 OF 4). t r --- L --� ae.f INSTALL DOUBLE CLEANOUTS T __ SCO C0 _ — _ � �T% s f M PROPOSED 1500 GALLON Co =-•;'""- S.T.E.P TANK WITH ADVANTEX TREATMENT UNIT (SEE DETAIL, PAGE 3 OF 4). FGA° TH#2 \ INSTALL \� PROPOSED rf \ FOUNDATION FOUR \ ' \ / CLEANOUT BEDROOM \ / HOUSE TH#1 L19- �I I ~ PROPOSED LL 1 DATE: oo•�pppp 0 4/5/2002 DRAWN BY: p T •Shoo J.L.M. � ATASKA WATER & WASTEWATER SCALE: Qtr Lg tl*�O� r � O I _ 2B �t � � 9AS�T � G 1'* _ 401 �.............. ... 6901 DEBARK ROAD, SUITE 28 ' AN 0 A 0 H N (407)337 6179 " FA% (907)338-3246 PREPARED FOR: PHONE NUMBER: PAGE NUMBER: O CHRIS & STEPHANIE YOUNG 257-4215/350-4321 2 OF 4 Je-fr A G e LEGAL DESCRIPTION:oo P 953 dQ� LOT 4, BLOCK 3; BEAR VALLEY SUBDIVIVSION 4pp�e E ... p� TYPE OF WORK: DESIGNOF PROPOSED WELL LOCATION AND SEPTIC SYSTEM AdvanTex Treatment Systems SSI I P ETEHAS THE DATE: N TO BE IOTANK & 4" INSTALLED HOVER ATHEI SEPTIC AX Series - Mode l a )- ADVANTEX MANUAL 4 BEYOND ON ALL SIDES EXCEPT UNDER THE ADVANTEX FILTER. THIS WILL ALLOW Two (2) 34x48 Pods Orenm Systems* FOR HEAT TO ESCAPE FROM TANK & RISE TO THE FILTER ABOVE IT. INLET 0 THE AX -10 PODS SHALL BE PLUMBED SO THAT THEY CAN EACH BE ISOLATED. 2" INSULATION fFROM TANK TO FILTER r� L` TO PROPOSED DRAINFIELD IT IS ANTICIPATED THAT A TWO POJ INSTALLATION WILL BE APPROVED IN APRIL OF 2002. PASSIVE AIR VENT INSULATED FIBERGLASS UDS rf IN n_ n n n ZLi1 ROCK 1 INLET (—I ALASKA WATER & WASTEWATER CONSULTANTS, INC.~ 6901 DEBARR ROAD, SUITE 2B - ANCHORAGE. AK 99504 - PHONE (907)337-6179 - FAX (907)338-3246 PREPARED FOR: PHONE NUMBER: CHRIS & STEPHANIE YOUNG 257-4215/350-4321 LEGAL DESCRIPTION: LOT 4, BLOCK 3; BEAR VALLEY SUBDIVISION TYPE OF WORK: DETAIL DRAWING OF ADVANTEX TREMENT UNIT DATE: oQQpp�� 3/25/2002 DRAWN BY: 0 p '`�. •I?" 4 J.L.M. SCALE: :' C Tf N.T.S. .............. U... ....:... PAGE NUMBER: �QQ 3 OF 4 J fret' Hess' �� sr'•( E 7553 ,oma 4%Zo'frOfess"O�Oov 45 FEET LONC INSTALL MONITORING TUBE INSTALL CLEANOUT T r — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - -- —� I I I I I I I -- J INSTALL CLEANOUT INSTALL MONITORING TUBE INSTALL MONITORING TUBE INSTALL CLEANOUT FINAL GRADE ORIGINAL GRADE FABRIC 4IFE EFFECTIVE --5' WIDE --- DATE: 3/25/2002 a DRAWN BY: ALASKA WATER & WASTEWATER SCALE: J•L.M. CONSULTANTS, INC. N.T.S. 6901 OEBARR ROAD, SUITE 2B . ANCHORAGE. AK 99504 . PHONE (907)337-6179 ` FAX (907)338-3246 PREPARED FOR: PHONE NUMBER: PAGE NUMBER: CHRIS & STEPHANIE YOUNG 257-4215/350-4321 4 OF 4 LEGAL DESCRIPTION: LOT 4, BLOCK 3; BEAR VALLEY SUBDIVISION TYPE OF WORK: DETAIL DRAWING OF DRAINFIELD DESIGN rc ALASKA WA'T'ER +& WASTEWATER o°o o� y�Ql CONSULTANTS, INC. O 4� — 6901 DEBARR ROAD, SURE 2B • ANCHORAGE, AK. 99504 • PHONE (907)337-8179 • FAX: (907)338-3248 • WEBSfTE: akrwacom (SOIL LOG — PERCOLATION TESTI 0 f A• arness. i LEGAL DESCRIPTION: BEAR VALLEY SUBDIVISION; LOT 4, BLOCK 3 �O p • G PERFORMED FOR: RHONDA REINHOLD DATE: 11/15/2001 OOO� C -7953 DEPTH - 4400dProf6ssio�p�Q"O (feet) (TEST HOLE #1 ����oo�oo ORGANICS 2— �~ _ SOIL CLASSIFICATIONS -� -4-'02 w ML D&lv 4 — • `•� GC SW MH 5— ° �• SP CH i $TM#2 ° SM ; OH ; ® •`•• SC ° .•.• �.� �TH�1 7— ® DEPTH TO DATE I f ° GROUNDWATER JF� 8— ° ;�:` DRY 11/15/01 GM/SM DRY 11/19/01 \�. 9— ,•� W/ ML 15.5' 11/26/01 (SITE °�'•• 1"=100' 10— W/ DEPTH) • . ° DATE READING CLOCK NET TIME WATER LEVEL NET DROP 11 — TIME (MINUTES) READING (INCHES) 12— • '•`` 11/19/01 1 12:46 —g" — a ;•,. 2 1:16 30 5 1/4" 3/4" 13 —° 3 1:16 — 6" — ° 4 1:4630 5 1/2- 1 /2„ 14— ° 5 1:46 — 6" — ° 6 2:16 30 5 1/2" 1/2- 15- 16 D.0.11. 17- 18- 19- 718-19— PERCOLATION RATE 60 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 6.5 FT. AND 7.0 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: N YES ❑ NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: CALEB GALL COMMENTS: PERFORMED BY A.W.W.C., INC. I, JEFFREY A. GARNESS, CERTIFY THAT THIS VjAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE:/;ts" 21 18— 19— PERCOLATION RATE 60 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 6,5 FT. AND 7.0 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: N YES ❑ NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: CALEB GALL COMMENTS: PERFORMED BY A.W.W.C., INC. I, JEFFREY A. GARNESS, CERTIFY THAT THISMAS/PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS Di Z ALASKA WATER & WASTEWATER CONSULTANTS, INC. Wi... ......... 6901 DEBARR ROAD, SURE 28 +ANCHORAGE, AK. 99504 +PHONE (907)337-8179 +FAX: (807)338-3248 + VIEBBRE akwwc.wm SOIL LOG — PERCOLATION TESTI .... LEGAL DESCRIPTION: BEAR VALLEY SUBDIVISION; LOT 4, BLOCK 3e e A. ess: a 0044' PERFORMED FOR: RHONDA REINHOLD DATE: 11/15/2001 m •. —7953 4��eaprofessior°Q� DEPTH (feet)____ (TEST HOLE #2I �0p0000�" ORGANICS SOIL CLASSIFICATIONS`'�' % GW ORG SAlpW 3G P ML " ;•• GM CL t uo :`%a °°°° p� SW MH 5— ®'°.• '.` SP CH 1 THz + • �`�• SM i i OH msc 1 6 %I . ;•,• �•, +111#1 7— p' e DEPTH TO DATE GROUNDWATER ,•,. 8— ° ;�:• DRY 11/15/01 GM/SM DRY 11/19/01 9 — ' 15.5' 11/26/01 rS,TE `\�� \` o�.` (DENSER 100'NI �G�r , 10— " •°•° W/ DEPTH) :60% 9 ,••• ° „°" DATE READING CLOCK NET TIME WATER LEVEL NET DROP 11 — �` TIME (MINUTES) READING (INCHES) 11/19/01 1 12:45 - 6" - 12— " �•�° 2 1:15 30 5 1/4" 3/4„ 13— " '�:� 3 1:15 - 6" - ° 4 1:45 30 5 1/2- 1/2" 14— " ;•:• 5 1:45 _ 6" — `+�! "• 6 2:15 30 5 1/2- 1/2" 9 ,•"� 15— • . $ °••• • • 16 " °"°° B.O.H. 17— 18— 19— PERCOLATION RATE 60 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 6,5 FT. AND 7.0 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: N YES ❑ NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: CALEB GALL COMMENTS: PERFORMED BY A.W.W.C., INC. I, JEFFREY A. GARNESS, CERTIFY THAT THISMAS/PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS Di Z WvZ/'zxz� TEX rnuLtl ONS ARE XWATC. f t. EBARR AD, S 28 • A E. AK 9 PHO )337-617 (907)338-39i.a-� ' PRE R NHOLD /0 EN MC 7 - EAR VALLEY S ION-,_jOT 03 TYPE OF : E PLA p S TIC OCATION 'r I Sent.fly: Alaska Water and Wastewater Con; 907 338 3246; Mar -21-02 14:59; 1 Municipality of Anchorage Development Services Department • ` Building Safety Division On -Site Water and Wastewater Program 4700 Bragaw Street P.O. Sox 196650 Anchorage, AK 99519-6650 www, ci.anchorage. ak. us (907)343-7904 Page 313 PROPERTY OWNER AGREEMENT FOR THE MAINTENANCE OF AN ON-SITE WASTEWATER DISPOSAL SYSTEM This agreement, dated 1l,'L (Jh J , is made between the Municipality of Anchorage Development Services Department (DSD) and the property owner(s) of This agreement is made for the purpose of maintaining an on-site wastewater disposal system on the subject property. The property owners agree to the following: Submit to the Municipality of Anchorage, on an annual basis, an inspection and operation statement from a registered professional engineer. This inspection and operation statement shall verify that the engineer has inspected all effluent and air pumps, timers, and alarms, and that any deficiencies have been repaired and that the system is functioning as designed. (>igffature) l� h; s �f7rcr� cr (Prirr .fed Name) ttttt(f!(<�i a,o%A A. Noe I<.� 1 1 �,�d,( 2� (Si rJiatur Gj e `lam nc� (Printed Name) It l.tL Conattuetion gest Xag "Ane test is worth a thousand opinion51' 3919 SPENARD ROAD, ANCi ORAGE, ALASKA 99803 • TELEPHONE X77-0231 Hole No. 2 Location Lot 4 Block 3 Top ev existink Sheet of ' y4 W0. No. Operator Jim Mack Date iVia'y�, 1975 ClientAlaska Land Development Prq ject g.ar Vally Subdivision DEPTH CLASSIFICATION SAMPLE FEET SYSTEM DATA' LEGEND Organic Overburden 2 3 . , Coarse Brown Gravelly Silty 0. Sands, moist ( SM to GAY[ ) Gravel 0 o 5 o a o 7 Sand g f Medium Coarse Brown Gravelly .,0 Silty Sand:, moist (SM) 7�/ 9 10 � Silt / 12 � ' Coarse Brown Silty Sandy � 13 Graves, moist ( GM ) �� Clay 14 Split Spoon Limit of S4bsuvface Soils 15 Samples Taken at Investigation following depths: 16 Organic �. 17 3 to 4.5 ft. Content Is 6 to 9.5 ft. 1910 13 to 14 f t . Peat 20 2 Samples vi84411y classified by 22 CT4 and'rgt4ined Frost 23 by Alaska T�gtlab 254 1 • MW Water Taple Municipality of Anchorage Development Services Department +� Budding Safety Division On-site Water and Wastewater Program s• n++ 4700 South Bragaw St. P.O. Box 198850 Anchorage, AK 9951986W www.muni.orglonsite (907) 343-7904 CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. 020-431-03 HAA # O 5 O 1$ Expiration Date: / O 1. GENERAL INFORMATION Complete legal description Bear Valley Blk 3 Lot 4 Location (site address or directions) 16110 Black Beer Dr., Anchorage Current Property owner($) Heikki & Deanne Fuller Day phone Mailing address I (o l io 13/a& gw,- A^. 995/l0 Lending agency Day phone Mailing address Real Estate Agent Beth Simpson/Dynamic Properties Day phone 727-2384 Mailing Address 3111 C Street. Suite 100 Unless dherwise requested. HAA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: 4 3. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well p 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 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-aite 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 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 weds or a public water system. The Municipality of Anchorage Is not responsible for errors or omissions In the professional engkreec's work. 4. STATEMENT OF INSPECTION BY ENGINEER As cert8ed by my seal affixed (hereto and as of the validation data shown below, 1 verify that my Invesbgadon, based on procedures outlined In the Health Authority Approval Guidefines 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 -bather verify that based on the informadw obtained from the Municipality of Anchorage flies and from my investigation and inspection, the on-site water supply and/or wastewater dispose/ system is(are) In compliance with all applicable Municipal and State codes, ordinances, and regulations In effect at the time of installation. Name of Finn Waticins Engineering. Inc- phone 349-1851 Address P.O. Box 110443, Anchorage, AK 99511.0443 Engineer's Printed Name Cindy W. Eta Date -7 • 2(0 -QS 5. DSD SIGNATURE Approved for _ bedrooms. Disapproved. Conditional approval for Additional Comments bedrooms, with the following stipulations: Attachments: HAA Cheddist X Maintenance Agreements Septic System Advisory Supplemental Engineer's Report Well Flow Advisory Other By: ll to _ _ / W. �PC Original Certificate Date: 7 n►.. oimh NicK \ Municipality of Anchorage 1 Development Services Department ' — Building Safety Division On -Site Water and Wastewater Program . t 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onslte (907) 343-7904 CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. 020-431-03 HAA #_ 05028 1 Expiration Date: —.VGi 1. GENERAL INFORMATION Complete legal description Bear Valley Block 3 Lot 4 Location (site address or directions) 16110 Black Bear Dr., Anchorage g9ztt, Current Property owner(s) Chris & Stephanie Young Day phone Mailing address Lending agency Mailing address Real Estate Agent Mailing Address Day phone Beth SimpsonlDynamic Properties Day phone 727-2384 3111 C Street. Suite 100 Unless otherwise requested, HAA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: 4 3. TYPE OF WATER SUPPLY: Individual Well (] Individual Water Storage ❑ Community Class Well ❑ Public Water System ❑ TYPE OF WASTEWATER DISPOSAL: Individual On-site B 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 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. 4. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal of ved hereto and as of the validation date shown below, 1 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 forthe 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 Watkins Engineering, Inc. Phone 349-1851 Address P.O. Box 110443, Anchorage, AK 99511-0443 Engineer's Printed Name Cindy W. Ellis Date 6"2�-b5 5. DSD SIGNATURE Approved for bedrooms. Disapproved. Conditional approval for 4 bedrooms, with the followii At the time of title transfer, the new property owner shall sign the attached maintenance agrrement which shall be returned to this office before an unconditional approval is issued. Additional Comments Attachments: HAA Checklist X Septic System Advisory Well Flow Advisory Maintenance Agreements Supplemental Engineer's Report Other By: n�" i U/, Original Certificate Date: '%Z '"ds� m. 01= Municipality of Anchorage • Development Services Department Building Safety Division Orr -Ste Water 6 Wasiewater Program 4700 South Bragaw SL P.O. Box 198850 Anchorage, AK 99519-6850 www.muni.org/onske (907) 343-7904 HEALTH AUTHORITY APPROVAL CHECKLIST Legal Description: Bear Valley, Blk 3, Lot 4 Parcel ID: 020431-03 A. WELL DATA Well typePr+ Date completed 7"M Total depth J -9 -2 -ft. Date of test Static water level Well production If A, B, or C provide PWSID 9 Sanitary seal (Y/N Y Cased to n_z *_ft. FROM WELL LOG 7/17/02 37 10+ WATER SAMPLE RESULTS: Coliform o colonies/100 mi. Arsenic: NA mg.A. B. SEPTIC/HOLDING TANK DATA ft. g.p.m. Nitrate <0A mgA. Data of sample:e"4m Tank TypeANaterlai fiberglass / AdvanTex Tank size 1500 gal, Number of Compartments? Well Log (Y/N I Wires property protected (Y/N Y Casing height (above ground) 24+ in. AT INSPECTION 6/18/05 47 5.3+ Other bacteria 0 ft. g.p.m. colonies/100 mi. Collected by: Watkins Engineering Date installed 9/14102 Cleanouts (Y/N Y Foundation cleanout (YIN) Y Depression over tank (YIN) n High water alarm (YM) Y Date of pumping 6/16/05 Pumper Northland Pumping C. ABSORPTION FIELD DATA Date Installed 9/14/02 SOU rating (g.p.d./ft? or fe/bd rr) 2_0 System type shallow trench Length 45 ft. Width 6.0 ft. Gravel below pipe 4.03 ft. Total depth 9.6 ft. Eft. absorption area 450 ft Monitoring tube Y Depression over field N Date of adequacy test 6/16/05 Results (Pass/Fall) PASS For 4 bedrooms Fluid depth in absorption Heid before test 39 in. Water added -!!!3 gal. New depth 5 in. Elapsed Time: 307 min. Final fluid depth 41 in. Absorption rate >a 600 g.p.d. Any rejuvenation treatment (past 12 mo.) (Y/N & type) N If yes, give date D. LIFT STATION Date instatied 9/14102 'Pump on, level at timer in. Datum bottom of tank E. SEPARATION DISTANCES Size in gallons STEP 'Pump ofr level at Amer in. Cycles tested 3 Manhole/Access (YM) Y High water alarm level at 45 Meets alarm & circuit requirements? Y SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tanknift station on lot 102 On adjacent lots 100+ Absorption Reid on lot 120+ On adjacent lots 100+ Public sewer main 100+ Public sewer manhole/deanout 100+ Sewer /septic service line 80+ Holding tank 100+ SEPARATION DISTANCES FROM SEPTICMOLDING TANK ON LOT TO: Building foundation 15+ Property line e0+ Absorption gold 20 Water main 100+ Water service line 40+ Surface water 100+ in. Wells on adjacent lots 100+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line 40+ Building foundation 20+ Water main 100+ Water Service line 50+ Surface water 100+ Driveway, parldngrvehide storage 10 Curtain drain none known Wells on adjacent kits 100+ F. COMMENTS Water introduced to drairdield over 5.5 hrs. AdvanTax operating property, per Anch. Tank S 611WO.Services. G. ENGINEER'S CERTIFICATION ► cen* that ► have determined through aero ►nspecdons and review of Mun►dpa► records that the above systems are in con►brmance MM MOA HAA gu►deanes in efted on MIS date. Engineer's Printed Name Cindy W. Ellis Date 6124/05 HAA Fee $ a -An .CV> Date of Payment Receipt Number 1 (Rev. 12!01) Ile o•.a..f 7 o ISS Waiver Fee $ _ Date of Payment Receipt Number, 49 rh VOY W Ellis CE - 70512 06-24-05;14:29 is%— SGSRC" 1053335001 Client Name Watkins Engineering Prolact Name!# ScarVallcv Block 3. Lot 4 Client SataploID Bear Valley Block 3. Lot 4 Matrix Drinking Water ;907 561 5301 # 2/ 4 All DatetMrl s arc Alaska Standard Time Printed DatcMimc 06/17200S 14:29 Collected Datarrlme 06/132005 15:20 Received DatefTime 06/142005 10:19 Tccbnkal Director Stephen C Ede PWSID 0 Sample Remarks: EP 300.0 -The nitrate reran outside of bold time eonfums the original result. the original result is repotted. AHbk Rep Anaysu Paranrcrn Resaits POL Units 1Nc ContalncrlD [Amis Dae Date Init Waters Daurtxmnt Nitrate -N 0.10011 KicrobioloW Labora"ry Total Coliform 0 0.100 mg/L EPA 300.0 B (<.10) 06/14/03 JAB coV100mL SM209222B A (o-1) 06/14/05 TLF ' i1 n ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT MEMORANDUM OF UNDERSTANDING BETWEEN MUNICIPALITY OF ANCHORAGE AND He Ui 8• Fkllt,- , nneK, • IIer THIS MEMORANDUM OF UNDERSTANDING made and entered into as of this today of TIof 2005, by and between K,kL, B. Aa�bftaue tt Fates herein the "OWNER," and the Municipality of Anchorage, herein the "MUNICIPALITY." In consideration of the mutual covenants contained herein, the parties to this Memorandum of Understanding agree as follows: 1. ADVANCED WASTEWATER TREATMENT SYSTEMS. Municipality grants permission to Owner to utilize and operate an Advanced Wastewater Treatment `System " (AWWTS), described as �ddtt11 1eX located at i&aL V q tG+/ 3 ,Anchorage, Alaska. 2. Definitions. A. Alteration. Any change to the design or function of an AWWTS that includes the installation or removal of any parts, components or pieces not included in the original construction permit and design. Prior to performing any alterations to an AWWTS the owner must obtain a Wastewater Disposal System Construction Permit from the Municipality pursuant to Anchorage Municipal Code (hereinafter, "AMC") 15.65. B. Certificate of On -Site Systems Approval. An approval by the Municipality of existing water and wastewater disposal systems given at the time of property sale and title transfer in accordance with AMC 15.65. These approvals certify that the systems are adequate for the homes that they support and meet the codes that were in place at the time of system construction. C. Damage. Any man-made or natural change in a system that would inhibit the system from performing as designed. D. Maintenance and Repair. The scheduled and as needed replacement of existing parts, components and pieces of an AWWTS that were included in the original design which would allow the AWWTS to continue to perform as designed. E. Permit (Construction) An On -Site Wastewater Disposal System Construction Permit as defined by AMC 15.65. F. Permit (Operating) An Advanced Wastewater Treatment System Operating Permit. An annual permit, issued by the Municipality, that allows the Omer to operate an AWWTS, upon meeting all the requirements of this agreement, the conditions of Operating Permit, the requirements of the On -Site Wastewater System Construction Permit and all relevant provisions of AMC 15.65 3. Fee. Owner shall pay to Municipality an annual fee of — !Z" payable on or before the issuance of the operating pen -nit and annually thereafter. The annual fee is due on or before the anniversary date of the approval by the Municipality of installed system. 4. Term. The term of this Memorandum of Understanding shall be for the life of the AWWTS. The term begins on the date of approval by the Municipality of the installed system and shall continue while the AWWTS system is in use or operational or until the property is sold or title is transferred by owner and a new certificate of On -Site approval is issued to the new owner or transferee of the property. 5. Alterations. Installation and Removal of Additional Equipment. Owner agrees not to make any alterations, removal of parts or additions to the AWVIrfS without a Construction Permit from the Municipality. 6. Maintenance and Repairs. A. Throughout the term of this Memorandum of Understanding, the Owner shall maintain AWWTS in good repair. In addition, it shall be the responsibility of the Owner during the term of this Memorandum of Understanding, and any extensions or renewals thereof, at the owner's sole expense, to pay for any and all: (1) repair(s), (2) maintenance, (3) adjustment(s), (4) replacement costs, and (5) inspection costs. Further, Owner agrees to comply will all applicable ordinance, laws, regulations, rules and orders for the A\'i'WTS. B. Owner agrees to provide the Municipality a written schedule of routine maintenance and repairs which have been performed on the system pursuant to the terms and conditions contained in the Owner's AWWTS Operating Permit. This schedule shall be submitted to the Municipality annually upon the renewal of the permit. The schedule of maintenance and repair contained in the Owner's AWWTS Operating Permit is: 41211,11 diet - C. Owner acknowledges that the fine schedule for failing to maintain and repair an AW\VfS are codified in AMC 14.60. D. Owner agrees that only maintenance, repair personnel certified by the Municipality will inspect and make any necessary maintenance, repairs or permitted alterations to the system. E. Owner agrees to grant the Municipality reasonable access to test and inspect the AWWTS upon 24 hours written notice. F. Owner agrees that any sale or transfer of title of the property will not occur without a new Certificate of On -Site Systems Approval. G. Owner agrees that the relevant provisions of the standard specification guidebook for AWNVTS is the governing professional guidelines for the construction, maintenance and repair of the Owner's AW WTS. 7. Nonwaiver. The failure of either party at any time to enforce a provision of this Memorandum of Understanding shall in no way constitute a waiver of the provisions, nor in any %vay effect the validity of the Memorandum of Understanding or any part hereof, or the right of such party thereafter to enforce each and every provision hereof. 8. Amendment. A. This Memorandum of Understanding shall only be amended, modified or changed by a writing, executed by authorized representatives of the parties, with the same formality of this Memorandum of Understanding was executed and such writing shall be attached to this Memorandum of Understanding as an amendment. B. For the purposes of any amendment modification or change to the terms and conditions of this contract, the only authorized representatives of the parties are: Owner: �E�k�; R. �..11er a, l w4w-y C'Xec Anchorage: Purchasing Officer C. Any attempt to amend, modify, or change this contract by either an unauthorized representative or unauthorized means shall be void. 9. Jurisdiction: Choice of Law. Any civil action arising from this Memorandum of Understanding shall be brought in the Superior Court for the Third Judicial District of the State of Alaska at Anchorage. The laws of the State of Alaska shall govern the rights and obligations of the parties under this Memorandum of Understanding. 10. Severability. Any provisions of this Memorandum of Understanding decreed invalid by a court of competent jurisdiction shall not invalidate the remaining provisions of the Memorandum of Understanding. OWNER: Date: •7-(.-05' STATE OF ALASKA THIRD JUDICIAL DISTRICT MUNICIPALITY: By: Title: Date: ) ss. The foregoing instrument was acknowledged before me this _ day of , 20_, by , the of on behalf of the Municipality of Anchorage. NOTARY PUBLIC FOR ALASKA My Commission expires: