HomeMy WebLinkAboutPARK HILLS #2 BLK 2 LT 15Park Hills #2 Block 2 Lot 15 #017-142-30 Municipality of Anchorage On -Site Water and Wastewater Section - (907) 343-7904 Page 1 of 3 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP221075 PID Number: 017-142-30 Dwelling: no Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: ❑ New n Upgrade Name ZEBULON SCHERER ABSORPTION FIELD Site Address ❑ Deep Trench ❑ Wide Trench ❑ Bed ❑ Mound 14721 PARK HILLS DRIVE *ANCHORAGE, AK Q Other Phone Number of Bedrooms Soil RatingTotal depth from original grade 1-907-434-1467 3 2.0 GPD/SF SEE DWG. Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade Gravel depth beneath pipe Subdivision Block Lot SEE DWG. Ft. 0.26 PARK HILLS #2; BLOCK 2, LOT 15 Ft. Fill added above original grade Gravel length Township Range Section SEE DWG. Ft. 36 N/A Ft. Gravel width Beds: Number of Lines Distance between lines SEPARATION DISTANCES 10 Ft. 4 2 Ft. To Septic Absorption Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Lift Station Tank Line360 Ft2 Ft. Well - 100'+ - 25'+ TANK ❑ Septic ❑ S.T.E.P. ❑ Holding ❑ Other Manufacturer city Surface Water _ * _ _ EXISTING Gal. Material Number o mpartments Lot Line 10'+ - - NA Foundation I _ 101+ F _ _ LIFT STATION Manufacturer Capacity Remarks THIS IS A REBUILD OF AN EXISTING IDSF TYPE SYSTEM Gal. '`SEE NOTE ON 40 SCALE (PAGE 2/3),u�f Alarm loc�Electrical installed by PIPE MATERIAL House to tank - Tank to _ Installer drainfield A+ HOME SERVICES Drainfield 1785 Co/MTD3034 Inspector GEG AND MOA BENCH MARK (Assumed elevation) 99.84 ft Inspection 1st 4/19/22 2nd 4/19/22 Location and description dates: TOP O F M H 31d 4/19/22 4'h - ON-SITE WATER AND WASTEWATER SECTION APPROVAL Engineer's Stamp 0._0060 1 A �4 conditional Approval: Date o ��.• `' '' ••.-9 � Septic System n A rove � f—P—r✓ Date LI -2? -2 Note: this approval does not include well permit requirements. (Rev 05/02/1 S o�P4 �� •.�4QI ...... .............. �. .. ......... ....... QO A. Garness.. C- 53 e 4�Qa rofesstof% o� #AECC884 0 PERMIT NUMBER: E C D DRAWING PARCEL ID NUMBER: OSP221075 017-142-30 THERE ARE SURFACE WATER LESS THAN 100' FROM THE NEW DRAINFIELD; / r HOWEVER, ITIS REASONABLE TO BELIEVE • � • _� ; B THEY ARE SEASONAL (DUE TO BREAKUP) — ' i--� A �- MTI 40.5 24.4 MT2 59.6 24.3 31.8 APPROXIMATE MT4 1 48.5 1 32.3 LOCATION OF CREEK NOTE: PIPE LOCATIONS ARE SHOWN PER GEG SHOTS TAKEN WITH LEICA DISTO S910 LASER DISTANCE METER. SWING -TIES TO ° HOUSE CORNERS WERE Q• �pp.� GENERAT[D IJV AUTOCAD. LLI I w 1 co J • I/ I � v GENERAL LOCATION OF CURTAIN DRAIN PER 2002 INSPECTION REPOF APPROXIMATE LOCATION OF 2002 CURTAIN DRAIN SHOWN PER 2002 RECORD DRAWINGS GANESS ENGINEE NG IJ , Lt ENGINEERING SALES -CONSULTING 3701 E. TUDOR ROAD, SUITE 101 , ANCHORAGE, ALASKA • PHONE (907) 337-6179 • WEBSITE. vwm.gamessengineedng.cam PREPARED FOR: PHONE NUMBER: PAGE NUMBER: ZEBULON SCHERER 907-434-1467 2 OF 3 PROJECT/LEGAL DESCRIPTION: DRAWN BY: PARK HILLS #2; BLOCK 2, LOT 15 D.J.G. TYPE OF WORK: DATE: RECORD DRAWING OF IDSF REBUILD 4/25/2022 C�''� AN .. ................ 0� 0 ...._"r ... . . ........ ................ S lo � jf rey Gar ess ; Lv; ♦♦♦��J,' CE 79 3 ° �� 44 LICENSE ,vi\\S\lik� �••' #AECC884 PERMT NUMBER 1 OSP221075075 RECORD DRAWING SP INVERT OF NEW DISTRIBUTION LINES = 98.23 ORIGINAL AIR MT FINAL GRADE = 102.3-103.9 10 FEET MT PARCEL ID NUMBER: 017-142-30 FILTER FABRIC OVER PEA GRAVEL TOP OF NEW SAND = 97.97 BOTTOM OF EXCAVATION = 97.18-97.75 • ORIFICES ARE J' DIAMATER HOLES DRILLED 24 INCHES ON CENTER. • DISTANCES BETWEEN LATERALS IS 2 FEET (SAME AS 2002 INSPECTION REPORT) ELEVATION FROM 2002 INSPECTION REPORT • TOP OF OLD SAND = 97.78 • INVERT OF OLD DISTRIBUTION LINE = 98.01 • BOTTOM OF EXCAVATION = 95.74 • AIR LINE ELEVATION= 96.24 5 ENGINEERING- SALES o CONSULTING W 3701E TUDOR ROAD, SUITE 101 -ANCHORAGE, AK 99507 - PHONE (907)337-6179- FAX (907) 338-3246 WEBSITE: w,vw.gamessenginee6ng.com PREPARED FOR: PHONE NUMBER: PAGE NUMBER: ZEBULON SCHERER 907-434-1467 3 OF 3 PROJECT/LEGAL DESCRIPTION: DRAWN BY: PARK HILLS #2; BLOCK 2, LOT 15 L.K.B. TYPE OF WORK: DATE: �,, RECORD DRAWING 4/25/2022 ®®®. v OF . .....::..J ... .... ................ 0 ..0 0..... ....... 8 00 =reKA. Ga .ess,;•t- o ®� CE=79AV • _® AV LICENSE 4AECC884 ®�►®1ltp� / MUNICIPALITY OF ANCHORAGE On -Site Water & Wastewater Program PQ Box 196650 4700 Elmore Road Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997 hUp://www.muni.org/onsite On -Site Wastewater Disposal System Permit Permit Number: OSP221075 Work Type: Septic Upgrade Tax Code Number: 01714230000 Site Legal Address: PARK HILLS #2 BLK 2 LT 15 G:3037 Site Mailing Address: 14721 PARK HILLS DR, Anchorage Owner: SCHERER ZEBULON R & NOCOLE H Design Engineer: GARNESS ENGINEERING GROUP LTD This permit is for the construction of: Effective Date: Expiration Date: lye C n t d r1 n f I�epartnicnt Lot Size in Sq Ft: Total Bedrooms: 4/8/2022 4/8/2023 41902 Q Disposal Field ❑ Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage All construction shall 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 shall notify the Development Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall be either: a. Opened and Closed on the same day, or b. Covered, sealed, and heated to prevent freezing Received B Issued By: Date: Date:© _ _.r.F... Development Services Department P p Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 ON-SITE SEPTIC/WELL PERMIT APPLICATION Parcel I.D. 017-142-30 Property owner(s) ZEBULON SCHERER Day phone 907-434-1467 Mailing address 14721 PARK HILLS DRIVE *ANCHORAGE, AK Site address 14721 PARK HILLS DRIVE *ANCHORAGE, AK Legal description (Sub'd., Block & Lot) PARK HILLS #2; BLOCK 2, LOT 15 Legal description --(Township, Range &Section) Lot Size Sq. Ft. Number of Bedrooms 3 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field 0 Initial ❑ Single Family (SF) Q Septic Tank 1:1Upgrade 0 (w/wo AD U) Holding Tank El Renewal Renewal ❑ (D) ❑ Privy El Multiple Multiple Dwellings ❑ and/or D) Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) Permit/Rush Fees: Fees: Date of Payment: '��7 o;2 a Date of Payment: Receipt Number: 030a 9G Receipt Number: Permit No. �Sj�7, 107 g Waiver No. GADevelopment Services\Building Safety\On Site Water and Wastewatefforms\Client FormsTermit Application.doc Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP221075, Rebecca Carroll, 04/08/22 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP221075, Rebecca Carroll, 04/08/22 INA P of A... S 'w" h� u s a SHANE A. HOLT LS -891+_ 5'v �d4nr°Isaaiona� L0�'�0 SURVEY ORDERED BV' IrChLH w ,i r.7s THE INFORMATIONHEREON IS FOR THE USE OF LENINNG INSTI!(177ONS SPECJFICAUY TO SNOW ANY CONFLICTS WMEEMMS77NG STRUCTURES AND PLATTED LOT LINES ANDA]R FASEWNT$-ANO IS NOT TO BE USED FOR POSIMNING ADDITIONAL STRUCTURES, IMPROVEMENTS, OR FENCELINES, EASEMENTS OF RECORD OR OTHER RIGHTS OF WA Y. OR ANY E1 jrITY No r ON THE RECORD PLAT ARE NOT SHOWN HEREON. UNLESS NOTED, NOTE" FENMINES THAT MAY APPEAR ON THIS DRAWING ARE NOT TO SE USED TO DETERMNE PROPERTYLINES OR POSMON ADDITIONAL IMPROVEMENTS, ANY PAVING SHOWN HEREON MA Y BE APPROXIMATE DUE TO EXCESSIVE SNOW ANDIOR ICE- ti 0 W g rNE SURVEYOR rA ANO A/EASUMEWNTS HEREON AXE RN MORED FOR ME OXWER OF RECORD AS OF rHBLAA TE OF TTNB SU,9VET: ANY USE OF I'MS A4AlVAND BY rhWW PARTAES IS AWHIOIFED UNLESS *)?R TEN PERA08SIC W IS PROWOEO. A' HU1L7'SURVEY 11" =30, NO CORNERS SET THIS DATE IiII.I }''ttiflI ,NAV--PERFORL1EDASCIRIVEY r,)177-11�llr FJ'.1 f 7WINC: DF,56RIBED PROPER Y LOT 15 6LOC1K2PARK HILL SSUB.. ADON NO, 2 ANLY ICIM6ERECOP,VINs31. I TRIC ,- AL.AMA, ANG 7Y M T THF If1r16LE IMPHOIIFiWFNT5S1'1 0 At -V THEIM-10NARE WITHIN 7-1-1E PROPERTY LINES ANC) NO VISIEILECA+CROACr1A9ENT5 1-XIST 01' if' ' THAN N711"1) `)ATF-I)AI AN(,Y-k)RAUL•,A1,4,5AA IHIS 28TH C)AYC1i- _ ,MARCH r 17V 1![7(, � Lr1rVLl5'CrfVLYIMi 9.�3 fd7pYr`Ir IJfI✓; ANCJ•IC.4Ain�Zth' .!.7398 h&72) -.3p Y1+-risrr• 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: SW020302 PID Number: 017-142-30 Name` MIKE SOLMONSON Wastewater System: ❑ New ■ Upgrade Y Address: 14721 PARK HILLS DR. ANCH. AK. 99516 ABSORPTION FIELD Phone: No. of Bedrooms: (907) 564-5532 3 O Deep Trench O Shallow Trench O Bed O Mound OOther LEGAL DESCRIPTION Soil Rating: Total Depth from original grade GPD/Sq. P. Ft. Block: Lot: Subdivision: Depth to pipe bottom from original grade: Gravel depth beneath p 2 15 PARK HILLS #2 Ft. Township: Range: Section: — — —N Fill added above original grade: Ft. WELL: 7777 Gravel width: Number of linea: piston" between lines: El ❑Upgrade Ft Ft. Classification (Private, A,B,C): Total De - Cased To: Total absorption area: Pipe material: FS SQ Ft. Driller.�X`S��`vG Date Drilled: C Static Water L.Wv Installer Date installed: FL Yield: Pump Set At -Casing Haight Above Ground: TANK GPM it. Ft. SEPARATION DISTANCES 11 Septic ❑Holding ■S.T.E.P. OOther To Septic Tank Absorption Field Lift Station Holding Tank Public/Private Sewer Ones Manufacturer. DESERT SUN Capacity in gallons: 1500 From Well 100'+ — — — — Material: Number of comporunwas: FIBERGLASS 2 Surface water 100'+ — — — — LIFT STATION Lot Line 5'+ — — — — St. In gallons: Manufacturer. 1500 DESERT SUN 'Pump on' level ah 'Pump of level ot: Hiph water alarm at: Foundation 5'+ — — — — TIMER TIMER 46" Curtain Drain N/A — — — — Pump Make & Model: Electrical Inspections performed by: #20 OSI 05 HHFI NOT REQUIRED BENCH MARK Remarks: Location and Description: *OLD STEEL S.T.E.P. TANK WAS HAULED TO TOP OF LOWER WINDOW SILL NEAR POINT "A" THE ANCHORAGE LANDFILL. BADLY CORRODED AND FULL OF HOLES. .seamed Elevstian: 100.00 Ff. ENGINEER'S SEAL oao6o�4 1t C1 8Y AKWWC, INCE. Inspections performed by: AKWWC, INC. Date: 1st 1/9/03 *Cl)..... T........:...�� D D Qof a A. lir ass. OO Development Services Department Approval Qp9� ' 79 4��4p0 ko ✓ /Qv Ik RevZeawed and approved by:-• <1Zz Date: fessionao� 40000��' PERMIT"UMBER: - AS -BUILT DRAWING PARCEL INUMBER: 017-11 42-30 SW0 SW020302 CURTAIN DRAIN DISCHARGE 1 s i Z / w I ' CREEK ,-•-' "`� (APPDX. LOC.) w WELL I z I o n— N I � 100 SETBACK FROM CREEK � s _ \ I — 1' 0. \ AIR LINE MT3 (APPROX. LOC. 3 ^ MT4 0 B N A B C EXISTING I I 3 BEDROOM FCO 17.93 18.36 - HOUSE , IMT2 ST1 29.75 12.38 - TH#1 ' 7T1 ST2 36.64 9.94 - MH 39.04 9.97 - 20. MT1 41.47 25.13 - NEW 1500GALLON MT2 1 47.95 30.84 - FIBERGLASS S.T.E.P. TANK MT3 1 60.61 MT4 64.45 25.54 45.34 EXISTING ISF DRAINFIELD ' 30.08 50.51 TH#2- CURTAIN DRAIN (APPROX LOCATION \ TH#5 j DATE: 1/14/2002 o0 o F Amann e�4,� aw DRAWN BY: C.J.G. ALASKA WATER & WASTEWATER a°* : 4 T v*DDD CONSULTANTS, INC. 6901 DEBARR ROAD SUITE 28 - ANCHORAGE, AK 99504 - PHONE (907)337-6179' FAX (907)338-3266 SALE: 1" — 30 D •._ PREPARED FOR: PHONE NUMBER: PACE NUMBER: MIKE SOLMONSON (907) 564-5532 2 OF 3 DO '•. eff ey DDWpi C s. rn ss.- 79 •' i° LEGAL DESCRIFnON: LEGAL PARK HILLS S/D #2; LOT 15, BLOCK 2; ped Prof "oo essloo �0440s%o TYPE OF WORK: OF SEPTIC UPGRADE AS -BUILT DRAWING PERMrrNUMBER: AS -BUILT DRAWING PARCEL INUMBER: SW0 SW020302 017-11 42-30 FINAL GRADE _ TOP OF TV = 94.60 INVERT C = 92 K PARK HILLS SUBDIVISION #2; LOT 15, BLOCK 2 OF WORK: PROFILE AS—BUILT DRAWING OF SEPTIC SYSTEM UPGRADE DRAWN Z.T.G.O�lit ALASKA WATER & WAS EWATER SCALE:6901 ouYW CONSULTANTS, INC. - .......... DEBARR ROAD, SUITE 2B' ANCHORAGE, AK 9950L' PHONE (90])337-6119' FA% (90])338-3246N.T.S. 'REPARED FOR: PHONE NUMBER: PAGE NUMBER:MIKE SOLMONSON (907) 564-5532 3 OF 3 e PARK HILLS SUBDIVISION #2; LOT 15, BLOCK 2 OF WORK: PROFILE AS—BUILT DRAWING OF SEPTIC SYSTEM UPGRADE Memo To: Dan Roth, Municipality of Anchorage — On site Services From: Jim Jensen, Anchorage Tank & Welding, Inc. CC: Jeff Garness, Alaska Water & Waste Water, Mike Solmonson, Property Owner Date: 12/26/02 Re: Fiberglass Lift Station Dan, We are requesting permission to install a fiberglass lift station. In fact it is the same fiberglass lift station that you witnessed the water test. It is manufactured by Desert Sun, out of 1/4" fiberglass. Jeff Garness plans to install this in an existing sand filter system, for Mike Solmonson. IC& Welding, Inc. General Manager Municipality of Anchorage �s PriiiVi• .i Development Services Department Building Safety Division =''• $I.F crf On -Site Water & Wastewater Program 4700 South Bragaw St. O P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us jP� ���G► (907) 343-7904 2 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. 017-142-30 Permit Number Property owner(s) MIKE SOLMONSON Day phone 564-5532 Mailing address (1) 14721 PARK HILLS DRIVE * ANCHORGE. AK Mailing address (2) Zip Code 99516 Legal description (Lot, Block & Sub'd.) LOT 15. BLOCK 2: PARK HILLS SUBDIVISION #2 Legal description (Section, Township & Range) N/A Lot Size Acres/Sq.Ft. Number of Bedrooms THIS APPLICATION IS FOR: Sewer Only ❑ Well Only ❑ Sewer and Well ❑ 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. Permit Fees: Date of Payment: Waiver Fees: Date of Payment: Receipt Number: Receipt Number: ALASKA WATER & WASTEWATER CONSULTANTS, INC. December 3, 2002 Municipality of Anchorage Development Service Department Building Safety Division On -Site Water & Wastewater Program 4700 South Bragraw Street P.O. Box 196650 Anchorage, Alaska 99519-6650 Ref: Septic Tank Upgrade for Lot 15, Block 2, Park Hills Subdivision #2 To whom it may concern: The existing 3 bedroom house is currently served by an on-site well and septic system. The existing 1500 gallon steel S.T.E.P. tank has holes in it due to corrosion and is taking on groundwater. We are proposing that the existing 1500 gallon steel S.T.E.P. tank be replaced with an Orenco 1500 gallon fiberglass S.T.E.P. tank. A permit was issued on 8/16/2002 (SW020302) for an upgrade on the drainfield, we request to use the same permit for the tank upgrade. I am unaware of any adverse impacts this installation would have on adjacent wells or septic systems. If you have any questions, please contact us at 337-6179. Thank you for your d.S. NOTE: Attached is a site plan drawing, a design drawing„ and a 5 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 * Website: akwwc.com [SEPTIC 1 ARS I cn Ld I � REEK- I EXISTING EPTICi —'1.00' WELL RADIUS_ II I SYSTEM _ EXISTING I II I _ I 3 BEDROOM HOUSE \\ i Lo'—Ly' t1,l5 Ls S�D #Z \ I I I PAR I � w I EXISTING SEPTIC `— I CURTAIN AREACSE��---- I I IP qC NJy �I i i DRAIN AR /2k — — -In i TH#+ RIEI ASAR YI THO \\ TH2 � I I a � m ~= 1 1 i 100, W RADIUSa j TH _�� #+4I 1\ TH#� // // \�� \�� APPROX. LOC. \ I /V'—may, I/ -z� PROPOSED SEPTIC TANK UPGRADE (SEE DESIGN PAGE 2 OF 2) CSEPTIC Oct TIC �P� p( \ (:SEPTIC i AREA m WELL°I / I QpERi` QQ� X i / \ i 100' WELL RADIUS, 14r I [SEPTIC / r- \ iARS I ' o I i I I i DATE: �j 12/3/2002 DRAWN BY: _ C.J.G. ALASKA WATER & WASTEWATER SCALE: ar CONSULTANTS, INC. ... _ .>:2.... ... ... ... .......... .G'� 6901 DEBARR ROAD, SUITE 2B • ANCHORAGE, AK 99504 ' PHONE (907)337-6179 . FAX (907)338-3246 1 — loo, PREPARED FOR PHONE NUMBER: PAGE NUMBER: �� �A MIKE SOLMONSON 564-5532 1 OF 2 �;ffr arness: LEGAL DESCRIPTION:v�Jr (9 795 PARK HILLS SUBDIVISION #2; LOT 15, BLOCK 2, I4 TYPE OF WORK: 4�1 &of 'rofessio0�< SITE PLAN FOR SEPTIC TANK UPGRADE >> Municipality of Anchorage Development Services Department a 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: SW020302 PID Number: 017-142-30 Name: MIKE SOLMONSON Wastewater System: ❑ New ■ Upgrade Address: 14721 PARK HILLS DR. ANCH. AK. 99516 ABSORPTION FIELD Phone: No. of Bedrooms: (907) 564-5532 3 [3Deep Trench O Shallow Trench []Bad f7 Mound ■ Other LEGAL DESCRIPTION Soil Rating: 2 Total Depth fmm original grade: ** N/A GPD/Sq. Ft. pt. Block: Lot: Subdivision: Depth to pipe bottom fmm aripirwl grads: GravN depth beneath pipe; 2 15 PARK HILLS #2 ** N/A Flo SEE DWG Ft Township: Range: Section: FIJI added above orighwl grade: Gravel length: — — — ** N/A FL 36 Flo WELL: ❑ New ElUpgrade Crawl wkth: 10 Number of Ilnes: 4 Dblanee beteaen ff.: 2 Ft n classification (Private, A&C): Total De Caved To: Total absorption amp: Pipe material: pLi tit, Stack Water level: 360 Sa.IL Initialler: A+ HOME SERVICES D 3034/ F-810 Data InstalNd; 8/22/02 1�NG Ddller. Date DdIW: FL YiMd:Pump Set At Dining Iklght Above Ground: TANK DpM FL PL SEPARATION DISTANCES OSeptic 13 Holding ❑S.T.E.P. 13 Other To Septic Absorption Lift Holding ublicrivets Manufacturer. capacity In gallons: From Tank Field Station Tank sewer unes G ,5•(`t� Well 100'+ 100'+ — — — Moterkk `�� Number of compartments: Surface Water 100'+ too'+ — — — LIFT STATION Lot Line 5'+ 10'+ — — — Sin In sallow Manufacturer. �/ ,51\!A Pump an tewl ah �7� High water alarm ph Foundation 5'+ 10'+ — — — Pump Mab I: neatrlod Inspections perfom,ad W. Curtain Drain NONE KNOWN Remarks: BENCH MARK laatkn and Desa7ption: TOP OF LOWER WINDOW SILL NEAR POINT "A" ** REBUILD OF EXISTING ISF. ONLY TOP 6" OF SAND REMOVED. INSTALLED NEW SAND, Assumed Berotkn. 100.00 R ENGINEER'S SEAL PEA GRAVEL, AND PIPE TO SAME ELEVATIONS AS 1998 INSTALLATION. 000boopp Inspections performed by: AKWWC, INC. Date: 1st 8/22/02 0. ° .................. y*O� YQJ/ 3n.4, 13 i3 oz O .Jo r Garn ss.- s:Development Developmenticgs partment Approval ape E-7 `� Qo 001w, 7 Dz Reviewed and approved by: Date: —/,0// or a f e s Js rafese 400000 PERMIT NUMBER: AS-BUILT DRAWING PARCEL INUMBER: — SW020302 017-11 42-30 CURTAIN DRAIN .:.-- i r DISCHARGE w ' I J --" s (APPDX CREEK w WELL 9 I N 1 I I I/ I� 2 100' SETBACK FROM CREEK UJI i AIR UNE MT3� \ i .i (APPROX. LOCA MT4 Q C:) 1 i CL�} ��J� sT' a I I TH#1 Y�ppGO MT7 MT2 ( A B F MT1 55.43 25.34 20 C EXISTING 1500 GALLON MT2 61.08 30.88 S.T.E.P. SYSTEM )) \ MT3 45.00 25.68 RE—BUILT 10' x 36' BOTTOMLESS j MT4 51.05 30.43 INTERMITTENT DOSING SAND FILTER I \ TH 2 CURTAIN DRAIN I # (APPROX LOCATION REPLACED BY A+ HOME SERVICES TH#5 DATE: o0 9/10/02 xe�e V DRAWN BY: op�i`'C�...... .. 40 ALASKA WATER & WASTEWATER SCALEB.S.G. CONSULTANTS, INC. l e = 30' ............ ......... 6901 DEBARR ROAD, SUITE 2B ' ANCHORAGE, AK 99504 - PHONE (907)3'37-6179 ' FAX (907)538-3246 O PREPARED FOR: PHONE NUMBER: PAGE NUMBER: MIKE SOLMONSON (907) 564-5532 2 OF 3 QQ J ff A. ess.•' LEGAL DESCRIPTION: oOm� —7953 ,•'`R`Op PARK HILLS S/D #2; LOT 15, BLOCK 2; TYPE OF WORK: 4�eaProfesslOA'& AS-BUILT DRAWING OF SEPTIC UPGRADE �DOOpoo��� 'PERMIT NUMBER: AS—BUILT DRAWING PARCEL INUMBER: SW0 SW020302 017-11 42-30 VALVE AND COVER TUBES FABRIC GRADE - 101.90 - 103.76 OF PRESSURE UNE - 98.01 -BOTTOM OF SYSTEM - 95.74-- -*AIR UNE - 96.24 "TOP OF SAND FILTER - 97.76 *UNCHANGED FROM 1995 INSPECTION REPORT ALASKA WATER & WASTEWATER CONSULTANTS, INC. 701 OESARR ROAD, SUITE 213 . ANCHORAGE, AK 99504' PHONE (907)337-6179' FAX (907)338-3246 MIKE SOLMONSON PARK HILLS LOT 15, BLOCK 2; B.S.G. N.T.S. 564-5532 1 3 OF 3 AS—BUILT DRAWING OF RE—BUILT BOTTOMLESS INTERMITTENT DOSING SAND FILTER A.lGorhess- v MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water & Wastewater Program 4700 South Bragew Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Upgrade Date Issued: Aug 16, 2002 Expiration Date: Aug 16, 2003 Permit Number: SW020302 Parcel ID: 017-142-30 Legal Description: PARK HILLS #2 BILK 2 LT 15 Design Engineer: 0041 AK Water & Wastewater Consultan Site Address: 014721 PARK HILLS DR Owner Name: Mike Solmonson Lot Size: 41902 SQ. FT. Owner Address: 14721 PARK HILLS DRIVE Total Bedrooms: 3 Permit Bedrooms: 3 ANCHORAGE , AK 99516-4244 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: 8 l6 UZ 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.cl.anchorage.ak.us (907)343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. 017-142-30 Permit Number Swozo,3o2 jnr u o�50:1 Property owner(s) MIKE 9011 t36W Day phone 564-5532 Mailing address (1) 14721 PARK HILLS DRIVE Mailing address (2) ANCHORAGE. ALASKA Zip Code 99516 Legal description (Lot, Block & Sub'd.) ?0'c� !-L/S ��2 A> 'R 1-15- Legal /S Legal description (Section, Township & Range) Lot Size 44 % 1TD- Acres/Sq.Ft. Number of Bedrooms 3 THIS APPLICATION IS FOR: Sewer Only ❑ Well Only ❑ Sewer and Well ❑ 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. Permit Fees: '00 " Waiver Fees: Date of Payment: 9112-102- Date of Payment: n Receipt Number: n Receipt Number:. ALASKA WATER & WASTEWATER CONSULTANTS. INC. August 12, 2002 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: Upgrade of Septic System for Park Hills Subdivision #2; Block 2, Lot 15, To whom it may concern: The existing ISF type septic system on the subject property was installed in June of 1998. Over the course of time the property owners began to experience high water alarms when the ISF backed -up into the STEP tank. After investigation, it was concluded that groundwater levels were fluctuating and encroaching upon the ISF. This was believed to be the result of the existing curtain drain no longer functioning properly. In July of 2002, A+ Home Services rebuilt the curtain drain. Per Mike Blakeslee, with A+ Home Services, the curtain drain extends to a depth of 4 feet in elevation lower than the bottom of the sand in the ISF. The drain is 20 feet away from the existing curtain drain. After the curtain drain was repaired, we excavated down into the ISF and confirmed the presence of a biomat. It is believed that the biomat is the result of the ISF being frequently submerged in groundwater, resulting in poor oxygenation. The sand below the biomat is clean and unsaturated. We are proposing to re -build the existing ISF bed to the same elevation and dimensions as shown on the June of 1998 MOA inspection report (permit # SW980147). Attached is the inspection report from the previous installation. Please refer to pages 2 of 3, and 3 of 3 for design details. The installation will be inspected by AKWWC, Inc. and as -built drawings submitted. Included is a check fpr $40"1 to cover the MOA sewer permit fee. If you have any questions, please M.S. 6901 Debarr Road, Suite 2B — Anchorage, AK 99504 — Ph: (907)337-6179 — Fax: (907)338-3246 Municipality of Anchorage Page I of 3 DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 • Anchorage, Alaska 99519-6650 • Telephone: 343-4744 On-Site Wastewater Disposal System and/or Well Inspection Report Permit Number: 449A o14-1 PID Number: 017- IIi2-30 Name: iMtC4AE6 •sot.MedSorJ Wastewater System: ❑ New NaUpgrade Address: ►4121 R �-{ I I,I.S OR. N. VIGIL ABSORPTION FIELD Phone: 345-1220 No. of Bedrooms: ❑ Deep Trench ❑ Shallow Trench XBell 13 Mound �OtherE LEGAL DESCRIPTION toil Rating:(Jt/PIIrTGPIY.PM) Total Depth from original grade: —! D/S . Ft. S •30 —• ?. I Lot: Block: Subd�ivision: 1S z n Depth to pipe bottom from original grade: Gravel depth be ea pip / e e rRR 14ILLS 3.0-1 — gAl Ft. d. OR3Ft. Township: Range: Section: Fill atltletl above original grade: Gravel length: / Ft. Is Ft. WELL ❑ New ❑ Upgrade Gravel width: ! OI Number flines: Distancebetweenlines: EIS Ft. Ft. Classification (Private, A,B,C): Total Depth: Cased Total absorption area: Pipe material: C 5 Ff�l Ft. 36o'� so. Ft. Asren 0-303irrawe Driller: sled: Static Water Level: Installer: Weso Exc. Date installed: 6 �30 Ft. sa+ 9g Yield: Pump Set at: Height Above Ground: TANK GPM Ft. Ft. SEPARATION DISTANCES V'Septic ❑ Holding )<S.T.E.P. To Septic Absorption Lift HoldingPublic/Private Manufacturer: Thnlle Capacity in gallons: From Tank Field Station Tank Sewer Lines INA oXA&F 1goo well 1 3 1 112 $ IZS'± — ZS + Material: STa Number of Compartments: Surfa125 Watere 135''f 115+ 1351 — — LIFT STATION Lot 1 46 f 1 32: I 411 — Size in gallons: I ManVfacturer: Line f 1c,00 APICA OILIg a rm)L ptt"e'. SYS7 y�lt Foundation '7 31 •�• / %:t "Pump on" level at: 43" "Pump off" level at: +f3" High water al m at: 4•S Curtaint Drain o 141-- 2IL +— 1 41'* Pump Make & Model Electrical Inspections performed by: Remarks: T Is 15 a 1NIJ0dA0r1V BENCH MARK &i-r wiLE .c INT T G Location and Description: ISrt1 = !"oP eP Lot lelc vJlnlne Vl SAAoa F SLL4 i%BAsL Aol �7n V . 0 Fat W { RAM 0481- F TI "17. LL Assumed Elevation: I`oO.a trolJ-rrA1 AkTEp SviL.5 WEILnE a4a0 I. 1 T PJG ENGINf�IS S�E-AL iE .. At,.,'tl og S tic S�lsrtr�• 1=� /177AE1iFD S! `eerrg� Inspections; Inspections performed laska Water &Wastewater Dates:ls 9 RB 9 go "" • ' 20- PaNester Hts. Circle 2nd 6 qa7 Anchorage, Alaska 99504 _2nd a o,•, S WIOLIJAMS :���ww/ �. 1�r Department of HealA;ndarvices approval /``'fi' .c.E. .. ,. �t%'ZOFESS1 Reviewed and approved by: Date: 72-013 (Rev. Rel) MOA 25 PESW98014BER AS-BiJILT DRAWING ID 01PACEL 7- 142-30 --v- - F7 -_ A 8 . i - FCO1 18.50' — - , FCO2 19.50' 18.50' CREEK (APPDX. LOC.) ST1 13.25' 29.50' Sf2 -� WELL` 11.00' 37.00' _ - - MH 10.50' 39.00' MT1 27.00' 63.00' MT2 32.50' 67.50' MT3 1 25.50' 40.00' I IN, MT4 1 32.25' 48.50' I / I _ I I I- �� 100' SETBACK FROM CREEK /I r N AIR LINE I J �iLT1 . - (APPROX. LOC.) _ f 1T2 YQ `�-- ----- —\��O��lv w I I a}? Oy 1 11 4iyA) Ti a + II �TH#1 MT3 1T4 Q N I NEW 1500 GALLON j o \ S.T.E.P. SYSTEM \� �\ NEW 10' z 36' BOTTOMLESS I I I INTERMITTENT DOSING SAND FIL �\ I \\ TH 2 EXISTING CURTAIN DRAI I I ! LOCATION PER M.O.A. FILE \ TH#5 I I PREPARED BY: WASTEWATER ........ ,q°s°uo ALASKA WATER & VA LEOAL DESCRIPTION:jH PARK HILLS SUBDIVISION #2; LOT 15, BLOCK 2, * :..4S ... VVV( 1� TYPE OF WORK: AS—BUILT DRAWING OF SEPTIC SYSTEM UPGRADE .. 1l11Ct1�1... AMES P. WILLIAM$ 7 PREPARED FOR: PHONE NUMBER: MIKE SOLMONSON (907)345-1220 .. NO. E. Q�°f 044eaP............ 6\ rofeesio^ DATE: 7�3�98 DRAWN BY: J.L.M. CALF: 1 = 30' PAGE 2 OF 3 PERMrr NUMBER: PARCEL ID NUMBER: SW980147 AS -BUILT DRAWING 017-142-30 PROFILE VIEW MiZ o�aNa, arHx—, Mrk IVa OF 1n1 nh�F �T,iT ` %.�} 91.1878 t'??�a furc?. 't `` 0011OM OF Alt LK PROFILE VIEW ALASKA WATER & WASTEWATER PARK HILLS SUBDIVISION #2, LOT 15, BLOCK 2, 1I fF..49 AS -BUILT PROFILE DRAWING OF SEPTIC SYSTEM PREPARED FOR: PHONE NUMBER: MIKE SOLMONSON (907)345-1220 /3/98 J.L.M. I N.T.S. 3OF3 N0. 9608 C.E. Page 16 of 22 INSPECTION REPORT MUNICIPALITY OF ANCHORAGE -- BUILDING SAFETY DIVISION 3500 EAST TUDOR ROAD, ANCHORAGE, ALASKA INSPECTIONS: Vom (9" 5634464 Fay:: (907) 343-8235 INFORM4770JV: (907) 343-8211 NAME: WOOD AND SONS FmmTmmam: 98-8062 ADDRESS: 14721 PARK HILLS DR .HATE: 6125198 06:58 AM HIONEW.- 33.5-1220 _ Thom #. T,OT.• 5� BLOCK: 2 SUBDITISION.• PAILK HILLS #1 a COMMENM ANI -I T STATION #1:z:3: Electrical Rough This it a re - TYPE OF INSPECTION h the t e dox ix checked 'D No nor, -compliance observed. ❑ Corrections essential as explained below. i -J C.O. approved. C❑ Will re-exanrine at next inspection. [-j Do not conceal until re-nispected. (_i C.C.O. approved (comments below). COAIWN7S:• j STA FT TIME: STOP TIME: INSPECTOR: (�` [` r j DATE.t i l WHEN (:ORREMONS A".' RADE, , DO NOT REM"OVE X CALL FOR INSPECTION A'O7TCE. 9678 Percent Psaeing by_Wdg&t N 'U2e Z„ e b 6 a• � � 5 �m ism Jr aq r ga CL m C i V Pp N VI N O O e 8 '1 /vt O A - cop Y PAGE 1 OF 14)� MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 L'y�'�C�Le'\<-> ANCHORAGE, ALASKA 99519-6650 ON-SITE WASTEWATER DISPOSAL SYSTEM (UPGRADE) PERMITv�- PERMIT NUMBER:SW980147 DESIGN ENGINEER:ALASKA WATER & WASTEWATER SERVICES OWNER NAME:SOLMONSON MICHAEL E & JOELLEN OWNER ADDRESS:14721 PARK HILLS DR ANCHORAGE, ALASKA 99516-4244 PARCEL ID:01714230 DATE ISSUED: 63%98:L.1�C\C'� EXPIRATION DATE: 6/03/99'\i 1Cy Y LEGAL DESCRIPTION: 0YtiL���� PARK HILLS #2 BLK 2 LT 15 LOT SIZE: 41902 (SQ. FT.) NUMBER OF BEDROOMS: 3 THIS PERMIT: 3 THIS PERMIT IS FOR THE CONSTRUCTION OF: DISPOSAL FIELD /SEPTIC TANK SYSTEM ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH: l. 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 DHHS AT LEAST 2 HOURS PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY CALLING 343-4744 ( 24 HOURS ) . (NOT REQUIRED FOR WELL ONLY PERMIT) 4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING WEATHER MUST BE EITHER: A. OPENED AND CLOSED ON THE SAME DAY B. COVERED, SEALED AND HEATED TO PREVENT FREEZING 5, THE FOLLOWING SPECIAL PROVISIONS. SPECIAL PROVISIONS: RECEIVED BY: Cj Cin DATE: / 2L��(��p� ISSUED BY: ,�J DATE: Alaska Water & Wastewater 7320 East Chester Heights Circle — Anchorage — Alaska 99504 (907) 337-6179 — Fax (907) 338-3246 Consulting Engineers May 19, 1998 Municipality of Anchorage Department of Health & Human Services Division of Environmental Services On -Site Services Section P.O. Box 196650 Anchorage, Alaska 99519-6650 Ref Sewer Upgrade for Lot 15, Blk 2, Park Hills S/D #2 To whom it may concern: The existing 3 bedroom house is served by an onsite septic system, and a private well. The drainfield is currently operating in a surcharged condition and is experiencing periodic daylighting of effluent. The home owner is having the system pumped on a regular basis in order to alleviate the daylighting of effluent. Comments regarding the proposed upgrade are summarized as follows: 1. GENERAL: Due to the following site restrictions we propose to install a bottomless intermittent sand filter over the existing leachfield bed. These restrictions are summarized as follows: The lot is bordered by a curtain drain along the east property line and by a small creek along the north property line A 20 foot wide drainage easement exists 10 feet west of the properties east property line. In April and May of 1998 a total of five test holes were excavated on the southwest side of house for the purposes of finding suitable soils. Unfortunately the soils encountered in each of the five test hole were determined to be unsuitable for on site septic (see attached logs). Given these restrictions, it appears that the only suitable site for a septic upgrade is at the location of the existing leachfield (short of installing a holding tank). Because of the limited space, groundwater, and unsuitable soils, we are proposing to install a bottomless, Intermittent Sand Filter (ISF). 2. BED DESIGN: Bottomless Intermittent Sand Filter (ISF) a. Percolation Rate: 7.6 minutes/inch (6-17-87, AECS TH by L. Reid) b. Allowable Application Rate for ISF: 4 gallons/day/ft2 c. Number of Bedrooms: 3 & Design Flow: 450 gallons per day e. Minimum Absorption Area: 112.5 ft2 f. Effective Depth: 2.5 inches g. Width: 10 feet h. Length: 36 feet. i. Effective absorption area = 360 ft2 (>112.5t2 OK) j. Air Supply: Thomas Industries, Model 5070, "Anchorage Tank". k. Air Supply Line: "Wasteflow" emitterline, 1/2 inch I.D., "Anchorage Tank". 1. Sand Material: Central Paving Products "Winter Road Sand" m. Pea Gravel: 100% passing 3/8" sieve, less than 20% passing the 1/4" sieve, and less than 1% passing the #8 sieve. We are proposing to excavate down to the existing sand filter and remove the contaminated soils. After the contaminated soils are removed we will place a minimum of 24 inches of sand, install the air supply line, and cover it with 1.5 feet of sand. On top of the sand, we will place 6 inches of 3/8 inch pea gravel, with the pressure laterals midway in the layer. We will use a conventional lift station (Anchorage Tank), equipped with a programmable timer so that flow can be intermittently dosed to the ISF. 4. SURFACE WATERS: There are no surface waters within 100 feet of the proposed septic system. Special attention will be given to the construction of ISF to ensure 100 ft. separation to the creek. 5. TOPOGRAPHY: See the site plan for slope information. The slope is approximately 10% at the proposed site for the ISF. Based upon our field measurements, it appears that the ISF will be at least 50 feet uphill from any slopes greater than 25%. In short, there are no slope concerns. 6. MATERIALS AND CONSTRUCTION PRACTICES: The materials used, and the construction practices will comply with DHHS' "Intermittent Sand Filter Design, Installation & Maintenance Manual". The contractor should read this document prior to construction. Copies are available at the Municipal Onsite Services office (5th floor, 9th & L St.). 7. CLOSING: Given the site restrictions, and the soil/groundwater conditions, I think the ISF is the most viable option for this lot. I am open to any suggestions from your department, which would be an improvement to the proposed design. I am unaware of any adverse impacts this installation would have on adjacent wells (there are none within 100 feet) of the proposed septic system. If you have 4 questions, please contact me at 337-6179. , M. S. I�I � i i t PS'a I I WELL C_J I i WELN SEPTIC j SYSTEM I I r / SEPTIC 11,, SYSTEM 1, 2 } _•.AS7p�' ti: WE k 5 I REEK L J WElia 100' I - I \WELLI PARR Mitis_('` S% SEPTIC I _ MO \\\ SYSTEM O y TH EPTIC \ ,. RADIUS, WEI/ ALASKA WATER & WASTEWATER PARK HILLS SUBDIVISION #2; LOT 15, BLOCK 2, E OF WORK: SITE PLAN PARED FOR: PHONE NUMBER: MIKE SOLMONSON (907)345-1220 DRAWN BY: SCALE: PAGE 5/19/98 J.L.M. 1 = 100' 1 OF 3 i i i �.te —7953 ' 'AA THE AIR COMPRESSOR SHALL BE LOCATED WITHIN THE _ GARAGEA TILITY ROOM. THE CONTRACTOR SHALL PROVIDE A ' 0-10 PSI PRESSURE GAUGE AT A LOCATI N WHICH IS READILY -ACCESSIBLE FROM WITHIN THE HOUSE. NOTfl A 30 PSI GAUGE WILL NOT WORK. -0 1. THE EXISTING BED BOTTOM OF SEWER RC FILTER. ALL CONTAMIN/ -� CREEK THE AIR COMPRESSOR SHALL BE A THNIAS INDUSTRIES NOBEL 5070, AS SUPPLIED BY ANCHORAGE TANK. THE AIR LIME _ SHALL BE I/2 INCH DIA HDPE (I PIECE), INSULATED WITH I/2 BI)H FOAM PIPE WRAP (R3 VALUE). INSIDE A 2 INCH SCHAB WELL . \ PVC C E13F3T.F EE H LINE SHALL BE BURIED TO A MINIMUM DEPTH r. THE CWTROL PANEL FOR THE STEP TANK SHALL BE \ IWAI- ED T ROOM. DDILE/VISUAL INDICA WITHIN THE ORAGE�Qp. I I E= I ACTOR IS RESPONSIBLE FOR HAVING TH LINE AND THE 100 FOOT WELL RADIU! REGISTERED LAND SURVEYOR PRIOR TO annu nucrtE N UMMTES) urtnmrto i\1 (SEE NOTES) I EXISTING BED. TO BE COMPLETELY ABANDONED = SEE NOTES) I i Av t i - o O I I I w FT SEPHC TAN 14 K STATION TO BE EIELY ABANDONED. N ISN AND LIFE ION ARE LEAKING. PROPOSED 1500 GALLON S.T.E.P. SYSTEM 1.25 INCH HOPE LINE SLOPED HACK TO LIFT STATION FOR DRAINAGE OF LINE. NO LOW SPOTS WHICH WILL ALLOW WATER TO COLLECT. ALL CONNECTIONS SHALL BE STAINLESS STEEL WITH NE STAINLESS STEEL / BANDS. NO HOSE CLAMPS. ALASKA WATER & WASTEWATER PARK HILLS SUBDIVISION #2; LOT 15, BLOCK 2, d TYPE OF WORK: DESIGN OF SEWER UPGRADE/BOTTOMLESS SAND FILTER (ISF) MIKE SOLMONSON 5/19/98 J.L.M. I 1 = 30' 1220 2OF3 c. MFit..J..7T....l.: . Gayness; 7953 �a`� 5/ 4" DIA. 5LH. 40 PVL LAMM5 (FW5. %W5. AND FUMW F- — — — — — — L- r MANirav Of V MV P15TWWGW I*W(WlLLI/4WMAHam PLAN VIEW (GRAVEL ffl,ANPK - 25" +) 2 FEET MIN. OF FLI R 5AJ7--11 AIR LINT 18" 8E T OF 5AN 5/4" PVL LAZK5 r-FWN, am V MIN, OF LOVER PROFILE VIEW ► ► c► ► ; r r: I: I r • • PREPARED BY: opd'pp0p ALASKA WATER & WASTEWATER o �F •A����u LEGAL DESCRIPTION: oO �• ''•,' oy H PARK HILLS SUBDIVISION #2, LOT 15, BLOCK 2, v,VO ...:.... ................ TYPE OF WORK: BOTTOMLESS SAND FILTER (ISF) DETAIL :.... PREPARED FOR: PHONE NUMBER:QA p f G mes MIKE SOLMONSON (907)345-1220 PdOolp CE 7953:: `fop DATE: DRAWN BY: SCALE: PAGE: Epo4 5/19/98 J.L.M. N.T.S. 3 OF 3 4��PObOo; iko(l e � Municipality of Anchorage . • DEPARTMENT OF HEALTH & HUMAN SERVI 4�T 825 "L" Street, Anchorage, Alaska 99502-065 SOILS LOG - PERCOLATION TES' • ' • • M � JAMES P. ILUA N0. c 1��c,y�,• Ck• PERFORMED FOR: A41 K6_ ln2JIRON',U/�F• b�►�evma�R LEGAL DESCRIPTION: I+tLrsaZ / ���� '92_ _ Township. Range. Section: pFRT^, -T NY, - 4f EE T) 2 10 Jll lorlyll &6.0 11 12- 13- 14- 15- 16- 17- 18- 1, 213141516171819 20 COMMENTS WAS GROUND WATER ENCOUNTERED? O S IF YES, AT WHAT L O DEPTH? P E Depth to Water After ��77 / Moniloring7 7 Date: 5 "' (ENGINEER'S SEAL) •, �lr SITE PLAN • n r. PERCOLATION RATE '� (minutwinch) PERC HOLE DIAMETER a TEST RUN BETWEEN �• FT AND FT 0w—saw S*=pTCc . PERFORMED BY: V 1 I I I IIWTAIVr I IIUA� CERTIFY THAT FHP TEST WAS PERFORMED IN ACCORDANCE I H ALLSTATE AND MUNICIPAL GUIDELINES EFFECT ON THIS DATE. DATE:�TI 72-008 (Rev. 4/85) AAL -"ASQm5_ Gµ POCiCls7s 3 veAw f)&,osa 4 w(P-0 IDIGCI AIL• �flSi,tkCCy 12�i50 f7j 5 T+titiPi-xua{=p3t-f 6 7 6_A''1/u( - Ir�s� Slay 8 W f SILTLAyE4tS 9 10 Jll lorlyll &6.0 11 12- 13- 14- 15- 16- 17- 18- 1, 213141516171819 20 COMMENTS WAS GROUND WATER ENCOUNTERED? O S IF YES, AT WHAT L O DEPTH? P E Depth to Water After ��77 / Moniloring7 7 Date: 5 "' (ENGINEER'S SEAL) •, �lr SITE PLAN • n r. PERCOLATION RATE '� (minutwinch) PERC HOLE DIAMETER a TEST RUN BETWEEN �• FT AND FT 0w—saw S*=pTCc . PERFORMED BY: V 1 I I I IIWTAIVr I IIUA� CERTIFY THAT FHP TEST WAS PERFORMED IN ACCORDANCE I H ALLSTATE AND MUNICIPAL GUIDELINES EFFECT ON THIS DATE. DATE:�TI 72-008 (Rev. 4/85) Municipality of Anchorage . DEPARTMENT OF HEALTH & HUMAN 825 "L" Street, Anchorage, Alaska 995( SOILS LOG — PERCOLATION PERFORMED FOR: rVUKr2. LEGAL DESCRIPTION:_ 9" Tia rl Etl VIV3�I�h.� 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 COMMENTS ML '"/6µ PoCrc-rs fMIML " - c F14 --.t SI,�Y Thu U6 -H *u-1. SLOPE v —WARM y• 1 is'+4 and .. ....... JAMES P WI AM NO. 96 WAS GROUND WATER ENCOUNTERED7 IF YES, AT WHAT ..— DEPTH? Depth to Water After f Monitoring? 7 Date: (ENGINEER'S SEAL) ®mmmm� —WARM PERCOLATION RATE 00e" (minutesimch)) PPERC HOLE DIAMETER o `� TEST RUN BETWEEN ?is FT AND 8'y FT PERFORMED BY: k 1 11 V'j "' I 1 A31VU " V 1j UAXC^ CERTIFY TH THIIS� TEST WAS PERFORMED IN ACCORDANCE WIT ALL STATE AND MUNICIPAL GUIDELINES EFFECT ON THIS DATE. DATE: r1�1 ���+ 72-008 (Rev. 4165) - Municipality of Anchorage . DEPARTMENT OF HEALTH & HUMAN SERVI 825 "L" Street, Anchorage, Alaska 99502-06` SOILS LOG — PERCOLATION TE� PERFORMED FOR: J,^C)LI 0L-AA(NjJSU/J.n r) / !C Ill Tnumehin Rannc LEGAL DESCRIPTION:gR DEPTH c� OitCr 2 AA L - D& S' (-7 3 �ZjUA.o /'v ccc-alL� 4 5 Al(U111 7 f'2�E^aF SILT &4wv VITO LIWP 8- 9 9 10- 11 12- 13- 14- 15- 16- 17- ' 8 2131415161718 19 20 COMMENTS , -)o ta 5 SLOPE WAS GROUND WATER ENCOUNTERED? XS S L IF YES, AT WHAT f O DEPTH? �r�S P ( E Depth to Water Aftert' I I�` Monitoring) Date: SITE PLAN PERCOLATION RATE I[aO I� a (mmuies/imh) PERC HOLE DIAMETER 6 d TEST RUN BETWEEN FT AND 41S FT PERFORMED BYl ..I/U A LCOM !; I 44VUll ERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE W H ALLSTATEALL STAND MUNICIPAL GUIDELINES EFFECT ON THIS GATE. DATE: ��� t 8 72-008 (Rev. 4/85) \� (ENGINEER'S SEAL) Municipality of Anchorage. / • ac 0 DEPARTMENT OF HEALTH S HUMAN SERVI ri9eli .:.� 825 "L" Street, Anchorage, Alaska 99502-065 •„ SOILS LOG — PERCOLATION TES AMS ; �d � cJ,•. N0. Ofi 2/ IVntt +�9• C.E. ,•ASF, '... p PERFORMED FOR: MOVEQC OLM 0AC4>IV. �>��€�� LEGAL DESCRIPTION:_ LIC S;/0IIS, hz Township, Range, Section: DERTH Era Did 2 ML - 17�rz SiL`f 3 ►tLu�i, 4- 5- 6- 7 56 Stu, St+�vY 8 Maly: 9 1 ! 10 11 12 13 14 15 16 17 18 19 20 SLOPE WAS GROUND WATER \/ ENCOUNTERED? j IF YES, AT WHAT — DEPTH? Depth to Water After 5 r S�iL��q Monitoring? gate: PLAN PERCOLATION RATE V"F (minutes/inch) PERC HOLE DIAMETER [ TEST RUN BETWEEN J'S FTAND 16-0 FT PERFORMED BY: V `^^' I ��'tERTIFY THAI y11S TEST WAS PERFORMED IN ACCORDANCE I HALL STATE AND MUNICIPAL GUIDELINES EFFECT ON THIS DATE. DATE: Ys 72-008 (Rev. 4185) Municipality of Anchorage . DEPARTMENT OF HEALTH & HUMAN 825 "L" Street, Anchorage, Alaska 9951 SOILS LOG — PERCOLATION PERFORMED FOR: a// fr itf lG LEGAL DESCRIPTION:! .- D T,B FEET) 1 0 IC9 r _- 2 3 4 5 IIIA)( r 6 1111111 1II�111 ''11 7�. tT e a- 91011 9- to - 11 12- 13- 14- 15- 16- 17 21314151617 81920 18- 19- 20 OF ��(ENGINEER'S SEAL) .Tt�. �sa4, �49TH a 'a�'• .. • ♦ • 4 . y it I�F�ES2 IILLLWS a W cfo. Township, Range, Section: WAS GROUND WATER ENCOUNTERED? S L IF YES, AT WHAT O DEPTH? P E Depth to Water Alter L t s�, jy0 Monitoring? v Dale: PERCOLATION RATE Z (minutes/inch) /PEERRC HOLE DIAMETER TEST RUN BETWEEN —./--FT AND ( FT PERFORMED BY: I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 72.008 (Rev. 4/85) —�L mom PERCOLATION RATE Z (minutes/inch) /PEERRC HOLE DIAMETER TEST RUN BETWEEN —./--FT AND ( FT PERFORMED BY: I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 72.008 (Rev. 4/85) 72-013 (3/85) MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES Environmental Health Division a , 825 "L" Street, Anchorage, Alaska 99502, Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Name DISTANCES FROM TO SEPTIC TANK ABSORPTION FIELD WELL Address 7.R/ a�._ Mr!/r C�sL ,r /qs / �. WELL lC / / Phone(s) :3 Permit Na. No. of Bedrooms LOT LINE 1z 3 LEGAL DESCRIPTION Lot / S Block z S77 / till FOUNDATION / l�Township, Range, Section / Z/v — �� �' 'y <� AS -BUILT DIAGRAM (Show location of well, septic system, property lines, foundation, driveway. water bodies, etc.) TANKS [3 SEPTIC ❑ ING Manufacturer achy in gallons Material No. of Compartments sw TYPE OF SYSTEM ❑ TRENCH 9 BED ❑ W. DRAIN ❑ OTHER Depth to pipe bottom from original grafig ,� 7.SSc —,fNc FT Total depth from original grade / 6-4•5 FT 8 / Fill added above original grade FT Gravel depth beneath pipe O's— FT Gravel lengthA Is J2 /g FT Gravel width d /J /3 IT Total absorption area S9f f ZZ� = 7'4 SO FT Distance between lines $fie sty i-, 4 - FT A 211 P 4,8 O 4 ru a � Number of lines Soil rating S-/ SO FT Pipe material /7 $"/O Installer Date Iostallecl / / r�//7' IO Z. Giim WELLS ❑ PRIVATE ❑ OTHER (Identity) — r Classification (A,B,C) Tota FT Cased to FT Installer Date Install": 4 / t, yi L REMARKS: ✓� z /—z' sand gyred/ re Iz �c e . S r' I J� tiv—Q �tl Sn J /�/'� 'S. 4-- P- 1011 Scale: = 3O / Inspections Performed by: ENGINEER'S SEAL - C1 Date' Date certlly that this Inspection was performed according to all Municipal and State guidelines in ellecl own this date: �� Health Department Approval: �` ' ' -/ Date: // b - 'A 72-013 (3/85) 0 �� �� �� ` ICIPALITY OF 11PC1;H11RAGE BeparLment o/ Health & Human Services 825 L Street, Anchorage, Alasna Y9301 343-4720 C03I1E Permit Number: 370303 Upgrade Date Issued: 11/13/G7 Engineer Designed Oorer 1400e: NlCHAEL SULMOMHON Ooner Amress: 14721 PnRK HILLS DRm. ��CF�O[�A�[, AK 97316 Day Phone!: 374-0531 Parcel ld: 0i7-142-30 Lot Le�al� Su��ivision: PAP�K HILLS ADDN 2 LoL: V5 Block; 2 3ectiwn: 34 Fownship: QN Rarge: 314 Lot Size 4002 (sq.[L. or acres> Max Bedrooms: This Permit: 3 Total Ca7*city: 3 SEPTIC 7ANQ flininum total septic tank capacity: 1,000 gallgns. Each septic tank must have at least 2 compariments. Depth to kop of septic Lank(s> < 4.0 feei reqwi,es insuLaiiom over t&nk(s}, TH[S PERMIT WAS fSSITD AFTSR THE F4CT, DHHS T�T4FF VISITE" SAIL AT TIME OF XJT4LLATlO% � CERTIFY 1101: 1. f am iamiliar with 11e requirements Vor on-site sewers and wells as se1 forth by Kin M5n1ci9ality of Anchorage (MOA) and the State of Alaska, & I will install the sys1em in accordanr; with all MOV codes and regulations, and in compliance with the design criteria of this permit. 3. I wijl adhere Ln all MOA and state of Alaska requirements for the set back disLanczs from any existing well, wastewater disposal system or public sewereye system on this or any adjacent or nearby loU 4. I unders+and that this permit is vand for a maximum of 3 bedrooms. I also undersLand that of the toLal system is 3 bedrooms ani eny enlargement will require an additional permit. �igne�: DATE: ����.... ��� Fh.,��AEL Issued By: ��DATE: /r�'3 r A ECS ALASKA AIROf1m WAL COnTROL SACS, InC. a Engineerinq 6 Enuironmental Studies June 30, 1987 BACKGROUND Lot 15, Block 2, Park Hills Subdivision Around 1982 - 1983, soil tests were done for the subdividing of Park Hills Subdivision. In the area of the lot for the on-site system there was some good sandy material located. However, it had a high water table. The only way the lot could be usable for an on-site sewer system was for the water table to be lowered. In 1983 Acreage Systems, in conjuction with the owner of the property dug a curtain drain around this lot. The purpose of the curtain drain was to lower the water table in order for this to be a buildable lot. The excavator was the only one who knew where the system was located. In 1984 a bed system was using a lift station was installed on the lot. Between 1984 and 1987 the present owner of the property, Mr. Mike Solmonson, had constant problems with the on-site system. Originally it was a question of the soils being as good as the original test had determined. A backhoe was obtained and a soil test was run at the northwest part of the system. It was found that there was a good sandy soil adjacent to the system. There was no water in it, as the builder's curtain drain had appeared to have worked. The system was monitored and constantly the water table in the system was higher than it should have been. The system was routinely flooded. In 1986 some testholes were dug that showed that it was very probably that the curtain drain was not cutting off a sufficent quantity of water. The bottom of the curtain drain since it was up slope of the sytem may not have been intercepting the ground water or the ground water may not be following the contour of the land. Possibly it was being pinched off and rising into the system. In 1986 the contractor rebuilt the curtain drain to a depth that would have put the water table at four foot below the bottom of the system were the line to be drawn horizontally. This would have precluded the pinching effect that was discussed earlier. However, the system did not respond. It did help it slightly but not sufficently to consider it to be a usable system. In 1987 three testholes were drilled around the system to verify the soils in other areas near the system. These soils indicated that in the area that the system was built, the soils ranged from a silty sand to a poorly graded sand. The water table did not fluctuate. The testholes indcated that the water table was below the bottom of the system so the curtain drain had solved that part of the problem. The system should work. In the spring of 1987 the owner of the property asked us to again further investigate the problem. At that time we determined that the only way the system could be rejuvenated would be to removed the system and examine the soils under it to see if it were in the proper soil and whether or not the system was flooded with groundwater. On June 1, 1987 a request was made to the MOA to excavate the system to determine the problem. INVESTIGATION On June 17, 1987, Dearmoun Excavating removed the system after pumping out the water. The system was pumped the same day that the gravel was removed. The 1200 West 33rd Auenue. Suite Q • Anchorooe Alaska 99503 •f907) 561-5040 0 • method used was to dig a testhole below the bottom of the system and then to use the septic tank pump truck to remove all of the water from the rock and the system. The rock was excavated to the bottom of the system. The soils were investigated to see the type of soils. This was done by digging a testhole in the south one third of the system. The findings were that the very south part had a soils that were plugged approxmately 1 foot below the surface for the first 10 feet of the system. The plugging then tapered upward to approximately 2 inches throughout the system. Earlier split spoon samples were done in April or May of 1987, had indicated that this was the case but the excavation verified it. This testhole was deepened to eight foot below the bottom of the system. The water did come out of the bank for a short period of time because the system was flooded the day of the test. As the hole was deepened the soils underneath were moist but not extremely wet. The testhole was allowed to stabilize over night and the water level was determined to be 5 foot under the bottom of the system. See the attached soils log and photographs. This depth would correspond closely to the bottom of the curtain drain. Since the ground had been compacted these soils would have to be removed and a clean pit run sand would be installed to replace the last soil. Also, it was decided that the system would be moved slightly away from the house and then another small system installed to the north-west of the existing system to pick up the loss in square footage caused by the move. The system was rebuilt. It is no closer to the new curtain drain than the old system. The sand was brought back to the bottom of the original level and the system as installed is at the same level it was in 1984. See photograph. There is a change in the distribution system in that there is a two inch pressure main runs to the north one third of the system where it then feeds into a solid four inch distribution line, which then feeds across the system. We felt that this would probably give a better distribution of the waste effluent through the four inch perforated pipe. One of the things noted in the studies was that the water level in the north end of the system was lower than at the south end of the system. When the lift pump started water would be discharged on the ground surface by the house. Even through this was two foot higher than the pipe at the north end of the system. The study showed the reason for this was that the ground to the south of the system was more extensively plugged. A new system was rebuilt in the area shown on the attached drawings. It is well over four feet above the water table. The soils are sand to silty sand and a percolation test indicates that the soils would have a rating of less than 150 square foot per bedroom. The system is sufficient for slightly over a three bedroom house. The old curtain drain was found to have been within 7 feet of the original bed. See photograph. It was obvious that the original system was too close to the curtain drain. These pipes were intercepted and disconnected both near the field and at the original creek outfall. The intercepted area was filled with impermeable soils. During the preparation of the soil and running the percolation test, we noted that just walking on the bed caused the soils to plug quite rapidly. See photograph. Any rain or water that was spilled tended to stay on top of the foot print. These soils are those that are very easily compacted. The removal of this compacted soil and replacement with a pit run sand should ensure that this system will function for many years without trouble. SUMMARY AND CONCLUSION The uncompacted soils underneath of the system were as good as originally tested. It would appear that the excavator ran a backhoe on the excavated ground to spread the gravel. As this soil is highly susceptable to compaction it probably compacted the soil. That this is the reason for the system failure. This should point out that care should be exercised when a bed is built. The equipment is not to be run onto the bed unless there is a suitable layer of sand to spread the wheel or track force to such a degree that compaction is minimized. ALASKA AIROWnTAL COnTROL SCf M, InC. Engineering & enuironmemal Studies .iune 1, . 1987 Yunicipaiity of anchorage 825 7- SU: ee'•: Anc,G_-,ge, A1�-sl'a ��950_1 Attu: Susan Cswa't .;e:__ Su:...... MUNICIPALITY OF ANCHOpAC-E DEPT. OF HEALTH & ENVIRONMENTAL P1Z07ECTlON kd(1N 3 1987 RECEIVED i��� f0� .L_� jve_" v:Ie "-ta' .c.. 7f, W+CCI 1, Lne Sy. U,!ie Jcated7_i e, subject 1_et. The e.YCavator Who had Original =y ins tail e.: a curtain drai it oil -__._ _01 ;,ne l,ack 1 sl mce- ­_.'ahgeu-...^.e curtain diatn. Tile new cu—'a-in -...:a.n Las '.)een moved on, away from the system. The water level has ileen lowered. owever; t_:e homeowner :_._ harm,.- sewage surfacing when Lht stars. We Ctugg a testhole by the north standpipe a}lout two Weeks ago and :lave :,e...._r.; 1... ..;e `hen :he water leve_' is she hardly _ ses wLen the pump kicks On but seWagP, discharges on the groianl surfc:ce slept' the o,lse. The -round surface whe-e the discharge occurs is 1 foot hi'aher thB1 '!1 E' wve_ of the test%role which is into the bed —: o: r 'u} further determ ne w;la:. is hapoenin,, we used_ U s Gln t spoon : _at,}ier and drove tb-ouga the rock and into the underlying soils. 4t the interface lse ween -:.e sepi ,c -. ocic ...c ..e r _nd rt lc. �• _,. ap;}-+'Ga;imately _ inch of plugged material. It wouid appear that the excavator ran a backhoe or tractor across t``e system Tn(: CE LdCltet( i.:1B SO a at the nLerface. Below lhai compacted area o 0 s are a g [`BLIy Seiki. All of n'ar test holes iihdi Cate _'.slat the Wateis at least four feE. nelow i.ile fjot eon of 'he system. Thereforerte` ;��ie �m T fibs one of high water level but is..gne caused by the compaction of 5 F%e so propose Io do some perco ation -ests in the aocLom of the system 7O ensure [. `_ file Gan!age done, does not go deeper then a few inches. S9ith your perud, ss Lou we wou-.d irCe to excavate the sys Ceu! to deter:r.-elle c.Cie Cliise of the sewage surfacing and to repair it. Also, since _'.stere is sufficient roo:I: between Fhoe ilurl-ain brain, ihe s„s;.rni hn_ the ver_ we woi+-c _iz.e to _'hive permission to move the system slightly to the north in order ts, get it to the proper d`s ante f= 7:,. -L_he cl ._.1 c: aJ _ Tt would negate 'he Walver. rf you nave any questions please let me Know. 5incerey, LeroyReid J_ . , _''PhD, P-- ?resi .ant 1200 West 33rd Auenue, Suite B • Anchorage, Alaska 99503 • (907) 561-5040 AL) Municipality of Anchorage y` DEPARTMENT OF HEALTH & HUMAN SERVICES %• ; ••• •� •.'p*� 825 "L" Street, Anchorage, Alaska 99502-0650 ••L•j _ ...... SOILS LOG - PERCOLATION TEST °•.••• tEROY C. Rbl Ar PERFORMED FOR: DATE PERFO3K—�"i✓_°�4F LEGAL DESCRIPTION: SIS 2 Township, Range, Section: , /2A) a 3! d-3 S 3 Y 1 _ SLOPE SITE PLAN (FEET) 1 2 3- 4 14 15 16 17 18 19 o-- A�.4rae Steri Wl� Sr e.a'c ,O off 6//9/ S" WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT DEPTH? Depth to Water After Monitoring? Date: Ye S S L _ .S O P E 20 lul PERCOLATION RATE �h/ (minutes inch) PERC HOLE DIAMETER/ ///I(� �u/ TEST RUN BETWEEN _{[—FT AND FT be. ,t G -ed .6o&oM COMMENTS/'a/'e'� rYi s•clr�v �n J��M/ dt� S�/t!E .n .✓�/�e in �+e(n. cie �oe 6• 4g s7 S Yfs,,. M . (. I✓d M -Ce- �J L /! C � �E-vC � lJ0H PERFORMED BY: I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 72-DO8 (Rev. 4/85) -- S. ��� MEN 20 lul PERCOLATION RATE �h/ (minutes inch) PERC HOLE DIAMETER/ ///I(� �u/ TEST RUN BETWEEN _{[—FT AND FT be. ,t G -ed .6o&oM COMMENTS/'a/'e'� rYi s•clr�v �n J��M/ dt� S�/t!E .n .✓�/�e in �+e(n. cie �oe 6• 4g s7 S Yfs,,. M . (. I✓d M -Ce- �J L /! C � �E-vC � lJ0H PERFORMED BY: I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 72-DO8 (Rev. 4/85) ALASKA IhNVIKUNMLN IAL JOB �•�— / /' /' CONTROL SERVICENC. SHEET NO. AMIL OF 1200 West 33rd AvenueWte B ANCHORAGE, ALASKA 99503 CALCULATED BY �• DATE (907) 561-5040 9MewOcb 70 SAou As6-•a7 MRCKEVTr DATE UNIFIED SYSTEM ASTM D-2487 SOLMENSON SAMPLE IDENTITY CENTER • PASSING #20U SIEVE: 7.50% RETAINED: 6.30% PASSING # 40 SIEVE: 13.807 RETAINED: 40.701 PASSING # 10 SIEVE: 54.50% RETAINED: 20.30% PASSING # 4 SIEVE: 74.80% RETAINED: 15.20% PASSING 1/2 IN SIEVE: 90.00% RETAINED: 4.50% PASSING 3/4 IN SIEVE: 94.5U% RETAINED: 5.50% PASSING 1 INCH SIEVE: 100.00% RETAINED: 0.00% PASSING 2 INCH SIEVE: 100.00% RETAINED: 0.00% PASSING 3 INCH SIEVE: 100.00%, RETAINED: 0.00% D10 IS 0.30 MM. D30 IS 0.90 MM. D60 IS 2.40 MM. THE LIQUID LIMIT IS UNKNOWN THE PLASTIC LIMIT IS UNKNOWN THE PLASTICITY INDEX IS UNKNOWN CU = 8.00 CC = 1.125 THE SOILS ARE COARSE GRAINED SANDY SOILS BORDERLINE SOILS THE SOILS ARE WELL GRADED SAND.(SW) 1 —t1 00 23' Is" E. –10 Ta!e f ELac. J N Tetenr 4,, Na<.je! /Mv Xtl eYrnox' —____ --- -- T . also• relnage Esrnt. zr vsz c! 5204 �.�2D5.12' 3_'yy-��n--- 77 -VSV.P L.PG REID, d 2251 OWNER'S CERTIFICATION / apt -A DM \i'ol jP , the undersigned, do hereby certify that, to my knowledge, no easements, covenants or restrictions legally exist on this properly which / have not revealed to the surveyor of this tract, namely_-itZ Subdivision. 6 OWNER/REPRESENTATIVE E DATE lhlaf lot survey is prepared for the sole use of ptolessi0naweo+lI shall be the responsibility of the Owner or �- Builder to verify proposed building grade relative y (l� to finish grade and utility connections. 1.1 Ol' 03, 11i1 W 327. �Jl �tsrlN4i czovE�"?oaa� ,-'PARK 1 l LL5 _DRIVE -= — >.''.�..e,�, ase fi y Y.'E f b ig �- /�®Zra2at74i 1�Ah! 13.613 ❑BOUNDARY SURVEY W PLOT PLAN RECORD DRAWING �•�-�v}�T 8-8-84 r.2,M. The easements shown on this !ot survey are based on information contained r =e T�E Fh�E of FtLEn P""r daled'Ap21t� 25,1D84 ►3 ITNER SMALL BE BUI DER TO HE RESPONSIBILITY EA dOf 7 DMIZI M COVEPtANTS AND RESMw C- r MK WHICH to NOT AFKAR ON THE RE- XiR9EDSUEO PEAT AND TO VERIFY pR,ir"'OSED BUILDING ORADE RELATIVE TO - FIN tai MAN AND UTILITY CONNECTIONS. I-EGEND 19 Bross Cap Monument O Steel Pin O Iron Pipe D Survey Hub 81 Tack LOT SURVEY for G2' D relnage Esrnt. J/ - y � Cn ?+ n 0EY�.STt.k1 4�- kR to' TWA SZRR 1 r;` O r" t. 6C y. marc t � i2o>-7 "21.3 REID, d 2251 OWNER'S CERTIFICATION / apt -A DM \i'ol jP , the undersigned, do hereby certify that, to my knowledge, no easements, covenants or restrictions legally exist on this properly which / have not revealed to the surveyor of this tract, namely_-itZ Subdivision. 6 OWNER/REPRESENTATIVE E DATE lhlaf lot survey is prepared for the sole use of ptolessi0naweo+lI shall be the responsibility of the Owner or �- Builder to verify proposed building grade relative y (l� to finish grade and utility connections. 1.1 Ol' 03, 11i1 W 327. �Jl �tsrlN4i czovE�"?oaa� ,-'PARK 1 l LL5 _DRIVE -= — >.''.�..e,�, ase fi y Y.'E f b ig �- /�®Zra2at74i 1�Ah! 13.613 ❑BOUNDARY SURVEY W PLOT PLAN RECORD DRAWING �•�-�v}�T 8-8-84 r.2,M. The easements shown on this !ot survey are based on information contained r =e T�E Fh�E of FtLEn P""r daled'Ap21t� 25,1D84 ►3 ITNER SMALL BE BUI DER TO HE RESPONSIBILITY EA dOf 7 DMIZI M COVEPtANTS AND RESMw C- r MK WHICH to NOT AFKAR ON THE RE- XiR9EDSUEO PEAT AND TO VERIFY pR,ir"'OSED BUILDING ORADE RELATIVE TO - FIN tai MAN AND UTILITY CONNECTIONS. I-EGEND 19 Bross Cap Monument O Steel Pin O Iron Pipe D Survey Hub 81 Tack LOT SURVEY for ' t MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ENVIRONMENTAL ENGINEERING DIVISION 825 L Street- Anchorage, Alaska 99501 Telephone 264-4720 N -SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT NAME /] / ALas'ka Eil yt%aH Hfe//7r"I PHONE j%i }�Yi� NEW ❑ UPGRADE MAILING ADDRESS /200 W �� �` �}o� Side B 4,4 993"03 LEGAL DESCRIPTION Park Hillls Lv>" IS P>JUc/-. ',7- - LOCATIO> L�n'Ye NO. OF BEDROOMS f arK f�IIS 3 OY DISTANCE TO: Well loQ - Absorption area S^ Dwelling. / J PERMIT NO. 8 `T`O' n �i F Z Manufacturer/ Material L No. of compartmegts w Lin. capacity in ggal Ions l3 IF OMEMADE: Inside length Width Liquid depth - 6 DISTANCE TO: Well Dwelling PERMIT NO. JV'Z Sf Manufacturer Material Liquid capacity in gallons w= DISTANCE TO: Well �OQ-�' Foundation Nearest lot line /0-7- PERMIT NO. �YD2q J w Z No. of lines Le of each line Total len th of lines Trench h/ Distance gth �� wi between1ines F ¢ Z !� ��6 inches s- B sF Top of tile to finish grade - Material beneath tile Total fective absorpsj_gn area Ort0err. 0, 6 inches Length Width Depth - - PERMIT NO. w (7 i I- Type of crib Crib diameter Crib depth Total effective absorption area W d W DISTANCETO: Well Building foundation Nearest lot line J Class Depth Driller Distance to lot line PERMIT NO. J WBuilding DISTANCE TO: foundation Sewer line Septic tank Absorption area(s) OTHER ® WC 2 PIPE MATERIALS P ✓c_ SOI L TEST RATING INSTALLERAI Acre tte ex r - t S } R1 REMARKS 01 i y o V �. IX 2 APPROVED DATE a LEGAL l J7 72-013 (Rev. 3/78) j'l� 11 F t ilJt° i I G I P IFi1_ I TY OF F4"(+ -HORF113E DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 L STREET, ANCHORAGE. AK 99501 264-4720 OFJ—� I TE SEWER: • .�; WEtYI_ P'ERtx'i T T PERMIT NO: 840294 ENGINEERED DESIGN DATE ISSUED: 05/04184' .APPLICANT: A EC S ADDRESS: 1200'W 33RD AVE SUITE B ANCHORAGE, AK 99503 CONTACT PHONE: 561-5040 LEGAL,DESCRIP: L'"3T"SIZE, SECTION: 34 TOWNSHIP: 12N 44086 (SQ.FT. OR RCRES) ''I�C•'ERTTFY THAT: 4:' F"AM--FRMILIAR WITH THE REQUIREMENTS FOR ON-SITE SEWERS AND WELLS AS SET FORTH BYTHE MUNICIPALITY OF ANCHORAGE (MOA) AND THE STATE OF ALASKA; Z:Y I,WTLL'''INSTALL THE SYSTEM IN ACCORDANCE WITH ALL MOA CODES AND REGULATIONS, AND IN"COMPLIANCE WITH THE DESIGN CRITERIA OF THIS PERMIT. 3:' "T WILL ADHERE TO ALL MOA AND STATE OF ALASKA REQUIREMENTS FOR THE SET 'BACK DISTANCES FROM ANY EXISTING WELL: WASTEWATER DISPOSAL SYSTE OR PUBLIC t" SEWERAGE SYSTEM ON -THIS OR ANY ADJACENT OR NEARBY LOT. iS R;LTfT STRTION IS INSTALLED IN AN AREA COVERED BY MOR BUILDING=cdDES, T,. t4':4I.'J -RN 'ELECTRICAL"PERMIT AND- INSPECTION MUST BE OBTRINED 42? AS-BUILTS 141" NOT -BE: AP"PROV'ED-WITHOUT AN ELECTRICAL INSPECTION REPORT; AND (3) THE F - 3'C'AL WORK MUST BE DONE BY A'LICENSED ELECTRICIAN, 's'rGNED DATE -------------^ ----------_----------- ------------- APPLTCANT - A E C 5. ISSUED Foy _ _ DATE: MUNICIPALITY OF ANCHORAG n0 L Departmenf Health and Environment*9501 ProtectionO �T 825 Street, Anchorage, AK. P J 264-4720j+ , Permit aol # # # HANDWRITTEN PERMIT # # �41 ��a�9y WELL ANPON-SITE SEWER PERMIT Applicant: ff.� Mailing Address: /p7CXa (� 3�/iaQG�e Location: A e"l ,� ppPhsone Number: Legal Description: Zee �S ! `YLot Size: Type of Soil Absorption System Is: lk Trench: Drainfield: Seepage Bed: X_ Holding Tank: Maximum Number of Bedrooms: Soil Rating (sq.ft/br). The Required Size the Soil Absorption System Is: DEPTH LENGTH _ GRAVEL DEPTif' WIDTH The length dimension is the length(in feet) of the trench or drainfield. The depth of a trench or pit is the distance between the surface of the ground and the bottom of the excavation(in feet). There is no set width for trenches. The gravel depth is the minimum depth of gravel between the outfall pipe and the bottom of the excavation(in feet). * * REQUIRED SEPTIC(HOLDING) TANK SIZE = aO ® GALLONS # # Permit applicant has the responsibility to inform this department during the installation inspections of any wells adjacent to this property and the number of residences that the well will serve. * # * TWO(Z) INSPECTIONS ARE REQUIRED # # # Backfilling of any system without final inspection and approval by this departme will be subject to prosecution. Minimum distance between a well and any on-site sewage disposal system is 100 feE for a private well or 150 to 200 feet from a public well depending upon the type of public well. Minimum distance from a private well to a private sewer line is 25 feet and to a community sewer line is 75 feet. Well logs are required and must be returned to this department within 30 days of the well completion. Other requirements may apply. Specifications and construction diagrams are available to insure proper installation. * * * PERMIT EXPIRES DECEMBER 31, 1 9 # # # I certify that:. (1) I am familiar with the requirements for on-site sewers and wells as set forth by the Municipality of Anchorage. (2) I will install the system in accordance with codes. (3) I understand that the on-site sewer system may require enlargement if e/�rthsidence i re odeled to include more that 3 bedrooms. Signed: ' �/�r Issued by: Z Applica S//Date: SWP/024(1/81) M* s"a�d 4 j f ALASKA AIRMSTAL WOOL SAM, InC. 6ngineerinq & enuironmental Studies SPECIFICATIONS FOR ON—SITE TREATMENT SYSTEM: — LOT 15 BLK 2, PARK HILLS SUBDIVISION 1.0 GENERAL 1.1 THE DRAWINGS SHALL BE A PART OF THIS SPECIFICATION. 1.2 ALL MATERIALS AND WORKMANSHIP SHALL MEET THE REQUIREMENTS OF THE MUNICIPALITY OF ANCHORAGE, THE CONDTIONS OF THE PERMIT, AND ALL APPLICABLE RULES AND REGULATIONS CURRENTLY IN EFFECT. 1.3 ALL EXCAVATIONS AND DEPTHS ARE ADVISORY AND ARE TO BE VERIFIED OR MODIFIED IN THE FIELD BY THE ENGINEER. 1.4 IT IS THE RESPONSIBILITY OF THE OWNER OR INSTALLER TO OBTAIN ALL NECESSARY PERMITS, EASEMENTS, OR WAIVERS REQUIRED FOR INSTALLATION OF THE SYSTEM. 1.5 SOIL CONTINUITY: DIG ADDITIONAL SHALLOW TEST HOLES PRIOR TO EXCAVATION OF THE BED TO ENSURE CONTINUITY OF THE 3 FOOT GRAVEL SEAM INTO WHICH THE SYSTEM IS TO BE PLACED. THIS IS STRICTLY PRECAUTIONARY, TO ENSURE THAT THE SYSTEM CAN INDEED OPERATE PROPERLY AND TO AVOID UNNECESSARY EXCAVATING EXPENSES SHOULD THE AREA PROVE UNSUITABLE. 2.0 SEPTIC SYSTEM 2.1 THE SEPTIC TANK SHALL BE A UPC APPROVED TWO COMPARTMENT TANK, SET LEVEL, AND INSULATED WITH AN OVERLYING LAYER OF 2" BURIAL TYPE POLYSTYRENE. THE SEPTIC TANK SHALL REST ON UNDISTURBED SOIL. 2.2 INLET AND OUTLET PIPING SHALL BE FITTED WITH WATER— TIGHT CALDER COUPLINGS. PIPING SHALL BE 4" SOLID PVC SLOPED A MINIMUM OF 1/4" PER FOOT, WITH A MINIMUM OF 4 FEET OF COVER. IF LESS THAN 4 FEET, USE 1" OF POLY— STYRENE FOR EACH FOOT OF COVER LESS THAN 4 FEET. 2.3 CLEANOUTS SHALL BE INSTALLED WITH CALDER COUPLINGS, CAPPPED WITH AIR—TIGHT JIM—CAPS (OR EQUIVALENT), AND EXTEND A MINIMUM OF 3 FEET ABOVE GROUND LEVEL. 2.4 THE SEPTIC TANK SHALL BE A MINIMUM OF 5 FEET FROM THE HOUSE FOUNDATION, AND HAVE A MINIMUM OF 5 FEET BETWEEN THE LIFT STATION AND THE DRAINFIELD. 3.0 DRAINFIELD SYSTEM 3.1 THE GRAVEL FOR THE BED SHALL BE SIZED BETWEEN 0.5 TO 2.5 INCH AND FREE FROM SILT OR SAND. 3.2 THE BOTTOM OF THE EXCAVATION SHALL BE RAKED WITH THE BACKHOE BLADE TO INSURE THAT THE BOTTOM HAS NOT BEEN COMPACTED DURING EXCAVATION. THE BOTTOM ELEVATION SHALL BE PLUS OR MINUS 2" WITHIN LEVEL. 3.3 THE DISTRIBUTION PIPE SHALL BE 4 INCH RIGID PVC OR POLYETHYLENE. THE PIPES SHALL BE LAID LEVEL. 3.4 TWO OBSERVATION PIPES SHALL BE PLACED AS SHOWN IN THE DRAWINGS. IT SHALL BE RIGID PVC, ASTM 3033 D-3034. THE SECTION BELOW GROUND LEVEL MAY BE EITHER DRILLED 0.5" 1200 West 33rd Auenue, Suite 13 • Anchorage, Alaska 99503 • (907) 276-1361 HOLES @ 6 INCH CENTERS ON OPPOSITE SIDES OF THE PIPE OR A REGULAR SECTION OF PERFORATED DISTRIBUTION PIPE MAY BE CLAMPED TO THE SOLID SECTION WITH A NO HUB COUPLING OR SOLVENT JOINT. A RUBBER RAIN -CAP (JIMCAP OR EQUAL) SHALL BE PLACED ON THE TOP THE PIPE. 3.5 THE GRAVEL SHALL BE COVERED WITH A LAYER OF UNTREATED BUILDING PAPER OR A NONWOVEN FABRIC (SUCH AS MIRAFAR FIBRETEX 200 GRADE, POLY -FILTER X, OR EQUAL.) 3.6 THE TOP OF THE BED SHOULD BE PLANTED WITH A WHITE CLOVER AND RED FESCUE MIX, OR BLUEGRASS. 3.7 IT IS CRUCIAL THAT CARE BE TAKEN IN CONSTRUCTION OF THE BED TO ENSURE PLACEMENT INTO THE PROPER SOIL STRATUM FOR PROPER OPERATION OF THE SYSTEM. 6 ALASKA CnUIROWnTAL COnTROL SMICCS, IX @ngineerinq & Enuironmental Studies SPECIFICATIONS FOR LIFT STATION: Lot 15 Block 2, Park Hills Subdivision 1.0 THE LIFT STATION 1.1 THE STOCK MATERIAL FOR THE LIFT STATION SHALL BE EITHER GALVANIZED STEEL (ASTM A-4444-76), OR ALUMINUM CULVERT, CAPABLE OF BURIAL TO 10 FT. 1.2 THE 36" DIAMETER PIPE FOR THE LIFT STATION SHALL HAVE A WELDED WATER TIGHT BOTTOM OF THE SAME THICKNESS AND COMPOSITION AS THE CULVERT. 1.3 ALL PENETRATIONS OF THE LIFT STATION SHALL BE WELDED AND WATER TIGHT. ALL WELDS SHALL BE CLEANED OF SLAG. WELDS ON GALVANIZED STEEL WILL BE SPRAYED WITH ZINC RICH PAINT OR COATED WITH BITUMASTIC. 1.4 THE TOP CAP SHALL BE RAIN TIGHT AND SECURELY FASTENED WITH SCREWS. A TWO INCH LAYER OF POLYURETHANE FOAM SHALL BE GLUED TO THE INSIDE OF THE TOP CAP. 1.5 ALL ELECTRICAL FITTINGS AND CONNECTIONS IN THE LIFT STATION SHALL MEET THE REQUIREMENTS FOR A WATER TIGHT SERVICE. 1.6 THERE SHALL BE A HIGH LEVEL ALARM,PEABODY BARNES 6147 OR EQUAL SET AT THE LEVEL OF THE SOIL PIPE FROM THE SEPTIC TANK. THE BUZZER SHALL BE LOCATED NEAR THE ELECTRICAL CONTROL PANEL OR IN A LOCATION DESIGNATED BY THE HOMEOWNER. 1.7 THE SUMP PUMP SHALL BE CAPABLE OF DELIVERING 10 GPM AT A HEAD OF 20 FEET. UTILIZE A PIT—LESS ADAPTER AT PUMP OUTLET PIPE TO ALLOW REMOVAL FOR MAINTENANCE. 1.8 PROVIDE A CALDER COUPLING AT THE CONNECTION OF THE 4" SOLID PVC INFLUENT PIPE AND 4" STEEL NIPPLE. 1.9 THE PUMP SHALL BE CONTROLLED BY A DIFFERENTIAL MERCURY FLOAT SWITCH, ADJUSTED TO ALLOW A TWO FOOT SPAN BETWEEN 'ON' AND 'OFF', AS SHOWN IN THE DRAWING. ALL RELAYS AND ELECTRICAL CONTACTS SHOULD BE LOCATED OUTSIDE THE CHAMBER TO PROTECT THEM FROM CORROSION, PREFERRABLY IN A DRY LOCATION WITHIN THE HOME. 1.10 COAT THE INTERIOR OF THE CHAMBER WITH BITUMASTIC PAINT OR TAR TO APPROXIMATELY 3.5 FEET ABOVE THE BOTTOM. 1.11 MOA BUILDING CODES: WHEN LIFT STATIONS ARE INSTALLED WITHIN THE MUNICIPALITY, AN ELECTRICAL PERMIT AND INSPECTION ARE REQUIRED. IN AREAS NOT COVERED BY MOA BUILDING CODES, THE SYSTEM SHALL BE INSPECTED BY A LICENSED ELECTRICIAN TO INSURE THAT THE ELECTRICAL INSTALLATION IS IN ACCORDANCE WITH APPLICABLE CODES AND REGULATIONS. 1220 ().lest 25th Auenue 9 Anchorage, Alaska 99503 • (907) 276-1361 ttl.fe s .!!• tj + i r •M �...: � ! ...��. � �• t� rat � ,� 170 1 .` • ; �. ori f 1 Nmp +�"'�! + ( i0• +� f1•� +_ + Ape, OX f5l AF .r tt,,/SerKur� tsw .y/ 1����� `; +`1 �f•+ •*S_ L/!At oil A* •3•-'r• � lD,ta4tl. +t., -A i _ AO • N §71 SOP' (pc.fi S _.�dJc teff he/er A5� - A4 Ar Ife cl q. t� -eiAli 0 t� so �ti A3 - At j Nile Itfir• .: sr � L • R_ � „- .<,� i i n..�. ...q .� -, -fir_!• 4 _ �`_1 -' IK I (61T) Sa. Jj Sr.14 PERFORMED BY'_jLZ:,L WAS GROUND Wl ENCOUNTERED? W YES. AT WHAT DEPTH? ■itiiiiii■ Rucary ou. Gros rmw Net Depth to Net Map 1 TYts W~ .x� PERCOUITION RATE - - TEST RUN BETWEE* -- FT/AND f7`♦- Tt; 1S VM Kms. CERTIFIED Br:' t�A1�.` ,� R Department of Health and Environmental Protection 825 L Street Anchorage, Alaska 99501 Attn: John Lynn Dear John, Attached is the location of the addition tests holes along the iftlfton Tract A2, Park Hills Subdivision, today we monitored the test holes we drilled. Here are the results which are shown ou the Map: Test Hole dater level below ground 1 - g� 2 - 8.5' I s This should show you that the curtain drain is working. If you have any questions, please let me know.- Sincerely, now.Sincerely, Le C. Reid Phd, P. E. Pr ident LCRjr/caj vw U63W Aornse. Same B • Anchomgo: A66 MM . (soy} 2161361 ALASKA ENVIRON i TAC CONTROL SERVICE , INC. 1200 West 33rd Avenue Suite B ANCHORAGE, ALASKA 99503 Phone 276.1361 s JOB L_ NIS =/_: ( -V— ���51�C SHEET NO. 1 OF CALCULATED BY DATE_ CHECKED BY DATE PfmpllCfAL1 �Irc. pIUP. Me¢ pll/1. ALASKA ENVIRONTAL CONTROL SERVICE$, INC. 1200 West 33rd Avenue Suite B ANCHORAGE, ALASKA 99503 Phone 276-1361 JOB SHEET NO. OF CALCULATED BY DATE CHECKED BY DATE ewrrzr:ou ��. crca, raa aun. ALASKA 61IROWnTAL COnTROL SAeS, InC. + englneerinq & Enuironmental Studies Municipality of Anchorage Department of Health & Human Services 825 T, Street Anchorage, Alaska 99501 Attn: Steve Morris Re: Lot 15, Block 2 Park Hills #2 Dear Steve: December 24, 1986 A(¢iN.a N.I7pV CSF ANCHORAGE ENTAL PPOTFCOON CEC 2 91986 kECEIVED Here is the sketch for deepening the curtain drain that was installed before the house was built. Our study indicated that the water level under the system is within 2 feet of the bed bottom. It is impossible to move the drain to 30 feet from the bed. A small portion of the eastern edge will be within the 30 foot distance. I have drawn a line through the point. I would like to request a waiver for the distance to be 20 feet for this part of the system. I doubt if it will create a health hazard, We would appreciate a quick review so this system can be installed immediately. If you have any questions please let me know. Sincerely, Leroy C. Reid Jr., PhD, PE President 1200 Llest 33rd Auenue. Suite 3 • Anchorage, Alaska 99503 • (907) 561-5040 0 Municipality ®f December 30, 1986 r P.O. BOX 196650 ANCHORAGE, ALASKA 99519-6650 (907)264-4111 TONY KNOWLES, MAYOR DEPARTMENT OF HEALTH & HUMAN SERVICES Leroy C. Reid, PhD, PE Alaska Environmental Control Services 1200 West 33rd Avenue, Suite B Anchorage, AK 99503 Subject: Lot 15 Block 2 Park Hills Subdivision #2 Waiver Request WR86-177 Dear Dr. Reid: Your request for a waiver of the 30 foot separation required between the upslope portion of the curtain drain and absorption bed on the subject lot has been granted. This curtain drain was installed before any specific code requirements for curtain drains existed. You have requested that the 30 foot requirement be waived to 20 feet in this case. The existing curtain drain is being reconstructed and deepened as a result of groundwater problems that have adversely affected the operation of the septic system on the lot. The Department has attached a number of conditions to this waiver. These conditions are listed below: 1. An as -built of the curtain drain installation must be submitted to this Department. 2. Any portion of the curtain drain located downslope of the absorption bed must be located at least 100 feet away. Any part of the curtain drain system located within this 100 foot setback must consist of solid drainage pipe or culvert. 3. The outfall from the curtain drain must be constructed in a way to prevent freezing. The outfall must not be located near the well casing as shown in your plot plan. Sincerely, Stephen S. Morris Civil Engineer On -Site Services • `C i v to i -^Ma V 'i 4 r o� E 4c- C4 � F` 0 Chi H 2 W N I� `3 EL -Q cr w� � `ti4 1W0 by stc� v 0 � F :3oc N e� a 0 u 2 �9 • `C i v to i -^Ma V 'i 4 r N R ti i O 0 a.. a U vi C Q I� r� h al 1 011 Y 11 Z a w O z (L < o F - o J a r m Lu � > z n a p O o CC) Y Y w J Z C) m 7 IL O w m � w ♦t 1 ? F Z 4 w n i 'ALASKA ENVIRONTAL CONTROL SERVIC , INC. 1200 West 33rd Avenue Suite B ANCHORAGE, ALASKA 99503 Phone 276-1361 JOBA �,i .k\ ""-1�. . SHEET NO. 7 OF CALCULATED BY_- DATE CHECKED BY DATE PRWIILID)LI4c.6ara.Mm 4111h o ALASKA ENVIRON TAL CONTROL SERVICE , INC. 1200 West 33rd Avenue Suite B ANCHORAGE, ALASKA 99503 Phone 276.1361 PflCf a,l:�Lx.. Gam¢M Owl a 4 JOBL1�iX SHEET NO. DE CALCULATED BY �+� DATE CHECKED BV DATE r as u� g ■II ^' " .ALASKA ENVIRONAL roe CONTROL SERVICES, INC.seEErNo. OF ' 1200 West 33rd Avenue Suite 9 ANCHORAGE, ALASKA 99503 CALCULATED By DATE Phone 276-1361 CHECKED 0Y DATE _ roy C. Reid. Jr. Na: 2357--C ��.� V0 A WE, A gy gr Certified Well For .............. iib IS t ... �A.Q, 1 j:9 n ......................... Location:...... 6 ................. ......... ..k 2 . Park Hi s MOF ANCHoRA& ...... .Moc ........................ ........ CX ....... .... Mor E AtTH ENVIRONMENTAL PJZO Datecompleted. ........... NaY- . ....................... ................. ......... Depth of well.... ............1 �0.... F.U-t- .......................... ........... Size of casing . ...... .. ..................................... ............ REC'EIVED Distance to water.... ..... _7,2 .... Feet ............... Distance to water while pumping ............. 9.7 .. Feet ...... ......... ............... at rate of ...1:8.0.... ............................... gallons per hour. Description. of Formation from to Sand, Gravel & Racka 22 Sand f2 25 2r 012 gown Sand, Gravel & 'ein t e 92 130 ':ell test pumped for 6 hours` at 3 gal. per min. �x T • Municipality of Anchorage ° On -Site Water and Wastewater Program064 1"` (907) 343-7904 A F C T Y Certificate of On -Site Systems Approval Parcel I. D.017-142-30 1. GENERAL INFORMATION: Complete legal description Park Hills #2; Block 2, Lot 15 Expiration Date: ? Z ZZ Location (site address) 14721 Park Hills Drive *Anchroage AK Current Property owner(s) Day phone Mailing address Real Estate Agent - Ally Hartman Day phone 343-8857 2. TYPE OF DWELLING: ® Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single.Family and/or Duplex) 3. NUMBER OF BEDROOMS: 3 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well ® Individual Individual Water Storage ❑ Holding Tank ❑ Community Class Well ❑ Community ❑ Public Water System ❑ Public Sewer ❑ WaiverNariance request for: Received by: COSA to be released to the engineer, unless otherwise requested by the engineer. Date: COSA Fee $ 7 �5-0 Waiver Fee $ _ Date of Payment t { �7 712Z Date of Payment Receipt Number Receipt Number COSA # _ C'c 2 116Ci Waiver # 5. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based on procedures outlined in the Certificate of On -Site Systems Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. Name of Firm: _Garness Engineering Group, Ltd (GEG) Phone: 907-337-6179 Address: 3701 East Tudor Road, Suite 101- Anchorage Alaska 99507 Engineer's Printed Name: Jeffrey A. Garness Date: t'zLl ZZ In conducting this evaluation, GEG provided an engineering evaluation of the well and/or septic system in accordance with the guidelines and regulations established by the Municipality of Anchorage and industry practices. The reported results describe the condition of the system/s on the date/s of the evaluation. Separation distances were measured to readily identifiable features. Hidden defects or encroachments may exist that were not identified during the evaluation. The operational life of all wells and septic systems depend upon a variety of variables, including but not limited to, soil conditions, groundwater levels (that may fluctuate during the year), quality of construction (materials and workmanship), and the water usage of the family utilizing the system/s. These conditions can vary, and are outside the control of GEG. Satisfactory test results do not guarantee future performance of the system/s; therefore, GEG makes no warranty (express or implied) regarding the future performance of the well or septic system. GEG makes no representation whether an alternative well or septic system can be installed on the property in the event either of the current systems fail to perform adequately in the future. The content of this report is for the sole benefit of the person/party that retained GEG to perform the evaluation. Reliance upon the information provided in this report by any other person or party (including subsequent property purchasers) is not authorized, nor will it confer any legal right 6. S SIGNATURE System #1 Approved for 3— bedrooms System #2 Approved for Disapproved Conditional approval for bedrooms bedrooms, with the fo 9 '�1 -V 9 J ff(C'E Ga ness;— 2f✓/Z� ��oG 0 #AECC884 tip z, 0-G�_��� 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. 7. ATTACHMENTS: COSA Checklist Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other Legal Description: PARK HILLS #2; BLOCK 2, LOT 15 If more than 1 septic system on lot: COSA Checklist # of A. WELL DATA ❑ Well log is filed with Onsite (or attached) Date drilled 1117/84 Total depth 100 ft Cased to UNK ft ❑ Sanitary seal is functioning correctly ❑ Wires are properly protected Casing height (above ground) 18+ in. Date of flow test for COSA 3/16/22 Static water level at beginning of test 37.2 ft. Comments B. TANK DATA Age of tank(s) 19 years Tank type/material STEPIFISEK Measured operating fluid level in septic tank N/A ❑ Standpipes/foundation cleanout per record drawing Date of pumping D. ABSORPTION FIELD DATA NEW IDSF Which system tested (date installed) 2022 ❑ ALL standpipes present per record drawing Total measured depth from grade 5.93 ft (max) Measured depth to pipe invert from grade ft (min) ❑ N/A — pressurized field ❑ Monitor tubes go to bottom of effective. If not, state depth into effective ❑ Code -required soil cover over field ❑ System presoaked (Required if vacant for greater than 30 days prior to date of test) Gallons introduced N/A gallons Comments/Deficiencies: COSA Checklist yellow sheet Parcel ID: 017-142-30 Structure served by this system Well production at time of test 5.8 gpm Water storage tank volume N/A gallons Well disinfected for coliform test? ❑ Yes ❑ No ❑ Coliform bacteria is Negative Nitrate 0.293 mg/L ❑ Nitrate less than MRL (ND) Arsenic ug/L ❑ Arsenic less than MRL (ND) Collected by GEG Date of Sample 3/16/22 C. LIFT STATION ❑ Required maintenance completed Age of lift station 19 years Lift station material F"GLAss Comments: Adequacy test date N/A Results Z Pass For 3 bedrooms Fluid depth prior to test in Water added - gal New depth in Elapsed time - min Final fluid depth - in Absorption rate 450+ gpd Any rejuvenation treatment (past 12 months) If yes, enter date - E. SEPARATION DISTANCES From Private Well on Lot to: (Please enter distances if less than required or if community well) Septic Tank/Lift Station on Lot > 100' Community Sewer Manhole/Cleanout > 100' Q Yes if No ft � Yes if No ft Neighboring Tank > 100' [D Yes if No ft Private Sewer/Septic Line > 25' M Yes if No ft Absorption Field on Lot > 100' Fv� Yes if No ft Holding Tank > 100' 0 Yes if No ft Neighboring Absorption Fields > 100' Animal Containment > 50' 0 Yes if No ft F-11 Yes if No ft Manure/Animal Excreta Storage > 100' Community Sewer Main > 75' Rl Yes if No ft 0 Yes if No ft From Septic/Holding Tank on Lot to: (Please enter distances if less than required) Building Foundations > 10' ❑ Yes if No *5'+ ft Surface Water > 100' Rl Yes if No ft Property Line > 5' Q Yes if No ft Wells on Adjacent Lots: Absorption Field > 5' R/1 Yes if No ft Private Wells > 100' Yes if No ft Water Main > 10' Q Yes if No ft Community Wells > 200' n Yes if No _ ft Water Service Line > 10' Cj Yes if No ft If septic tank is under driveway comment below From Absorption Field on Lot to: (Please enter distances if less than required) Building Foundation > 10' El Yes if No ft If absorption field is under driveway comment below Property Line > 10' R Yes if No ft Wells on Adjacent Lots: Water Main > 10' Yes if No ft Private Wells > 100' B Yes if No ft Water Service Line > 10' P/1 Yes if No ft Community Wells > 200' Yes if No ft Surface Water > 100' ❑ Yes if No ft F. ENGINEER'S COMMENTS *MET CODE AT TIME OF INSTALLATION **THERE ARE SURFACE WATERS THAT ARE LESS THAN 100' FROM THE NEW DRAINFIELD. HOWEVER, IT IS REASONABLE TO BELIEVE THEY ARE SEASONAL (DUE TO BREAKUP) G. ENGINEER'S CERTIFICATION I certify that / 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. COSA Checklist yellow sheet F �: uh U A .. .. e. rey .A:.... rn ss- CE--79P;3 s.Q 049, f CE -79 3 �� Q p s�►( z:�2z. ,oQ 4�eapro f essiov\0\ (� #AECC884 MUNICIPALITY OF O , . h 1, &z. . , THIS MAINTENANCE AND REPAIR AGREEMENT, herein the "AGREEMENT" made and entered into as of this 10th Day of March Eric Hueners of 20 22 , by and between , herein the "OWNER," and the Municipality of Anchorage, herein the "MUNICIPALITY", in accordance with Anchorage Municipal Code (AMC) 15.65.365. In consideration of the mutual covenants contained herein, the parties to this Agreement agree as follows: 1. Advanced Wastewater Treatment Systems. The Municipality grants permission to the Owner to utilize and operate an Advanced Wastewater Treatment System (AWWTS), described as Well and Septic Tank located at (legal description) Park Hills #2 L15 131 2. Maintenance, Repairs and Alterations. (Owner is required to read, understand and initial each section) H- Throughout the term of this Agreement, the Owner shall enter into a service agreement with an AWWTS service and maintenance provider approved by the Municipality or the manufacturer's representative. The AWWTS shall be maintained in a satisfactory condition capable of performing as designed and producing treated septic effluent in accordance with the equipment's approval for operation in the Municipality. It shall be the responsibility of the Owner during the term of this Agreement to pay for all repair(s), maintenance, adjustment(s), replacement costs, and inspection costs. This includes an annual maintenance fee (typically $400 to $600). t ' Owner agrees that only maintenance and repair personnel approved by the Municipality or the manufacturer's representative will inspect and make any necessary maintenance, 60repairs or permitted alterations to the system. Owner acknowledges that regular maintenance of an AWWTS reduces the potential failure of the system, which could include sewage backup and costly repairs or drainfield replacement. (rev. 05/19,12018) Pagel of 3 Owner acknowledges that the Municipality may request records of maintenance and r repairs from the manufacturer's representative or maintenance provider. !� Owner acknowledges that the fine for failing to maintain and repair an AWWTS may be assessed in accordance with AMC 14.60.030. Owner agrees to grant the Municipality reasonable access to test and inspect the AWWTS. The Municipality will give at least 24-hour notice. It Owner agrees that any sale or transfer of title of the property will not occur without a new Certificate of On -Site Systems Approval. 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. Owner agrees to maintain remote monitoring of the AWWTS as required by the AWWTS approval. 3. Term. The term of this Agreement shall begin on the date of approval by the Municipality to operate the installed system, or upon transfer of title, and shaII continue while the AWWTS is operational or until title is transferred. 4. Nonwaiver: The failure of the Municipality at any time to enforce a provision of this Agreement shall in no way constitute a waiver of the provisions, nor in any way affect the validity of the Agreement or any part hereof, or the right of the Municipality thereafter to enforce every provision hereof. 5. Amendment. This Agreement shall only be amended by authorized representatives of the Owner and Municipality. Any attempt to amend this agreement by either an unauthorized representative or unauthorized means shall be void. 6. Jurisdiction: Choice of Law. Any civil action arising from this 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 Agreement. 7. Severability. Any provisions of this Agreement decreed invalid by a court of competent jurisdiction shall not invalidate the remaining provisions of the Agreement. (rev. 05/18/2018) Page 2 of OWNER: By:i�"'�/� (signature) Date: `, Iloll-02? C",'C- ,_._._('11►___. name) STATE OF ALASKA. ) ss. THIRD JUDICIAL DISTRICT } The foregoing instrument was acknowledged before me this rOho f" Marc rc 2022, by Errs .Ie ne-,S _ r���h...... �,OTAR }- I''L i NOTARY PLq5LIC FOR ALASKA 'r'UB1�G My Commission expires: q/27 �a '-Na of 'T"O ExP«Bs iYIUNICIPALITY: By. (print name) (rev. 05/ 18/2018) 41 Date: 2 ZZ Title: Page 3 of 3 W-Ad \27 7z2 yz; W & ! -7A/OIIG S 77//-/ NY Vd T \§// : \ - -% a :_ \\ / - \ \ - - \7 \\- �� \\\\\ / \\ - -7A/OIIG S 77//-/ NY Vd T \§// Municipality of Anchorage On -Site Water & Wastewater Program (907)343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL Parcel I.D. 017-142-30 Expiration Date: 9-6-/3 1. GENERAL INFORMATION Complete legal description PARK HILLS S/D #2' BLOCK 2, LOT 15 Location (site address) Current Property owner(s) Mailing address Real Estate Agent 14721 PARK HILLS DRIVE, ANCHORAGE, AK, 99516 ZEBULON SCHERER Day phone 14721 PARK HILLS DRIVE, ANCHORAGE, AK, 99516 2. TYPE OF DWELLING: 0 Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 3 4. TYPE OF WATER SUPPLY: Day phone TYPE OF WASTEWATER DISPOSAL: Individual Well Individual On-site N Individual Water Storage ❑ Individual Holding tank ❑ Community Class Well ❑ Community On-site ❑ Public Water System ❑ Public Sewer ❑ Received by: ASIS COSA to be released to the engineer, unless otherwise requested by the engineer. Date: COSA Fee $ Waiver Fee $ _ Date of Payment Date of Payment Receipt Number Receipt Number COSA # / -)- / 4� Waiver # 5. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based on procedures outlined in the Certificate of On -Site Systems Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. Name of Firm GARNESS ENGINEERING GROUP, Ltd. Phone Address 3701 E. TUDOR ROAD, SUITE 101 * ANCHORAGE, AK, 99507 Engineer's Printed Name JEFFREY A. GARNESS, P.E. Date Engineers Comments: In conducting this evaluation, GEG, LID. attempted to provide a thorough, conscientious engineering analysis of the system in accordance with ADEC and MOA DSD Guidelines 8 Regulations. The reported results described the pedarmance 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 guarani" that there are no hidden defects or encroachments. GEG, LTD. can therefore not pmvide any warranty or future estimate of how long the system will continue to meet the operational requirements of the ADEC or MOA DSD. The content of this report is for the sole benefit of the owner listed above. Any reliance upon or use of this report by any other person or party is not authorized, nor will it confer any legal right whatsoever. 6. DSD SIGNATURE 7 System #1 Approved for bedrooms. A System #2 Approved for bedrooms. Disapproved. Conditional approval for bedrooms, with the following 337-6179 Original Certificate Date: ON-SITE WATER AND WASTEWATER The Mpncip0tty �AncWage Develop, emt Services Division (DSD) issues Certificates of On -Site Systems Approval (COSA) based only upon the represenatations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 7. ATTCHMENTS: COSA Checklist Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other (Rev. 11105) If more than 1 septic system is on the lot: COSA Checklist # _of_ Structure served by this system Certificate of On -Site Systems Approval Checklist Legal Description: A. WELL DATA PARK HILLS S/D #2; BLOCK 2, LOT 15 Well type PRIVATE If A, B, or C provide PWSID# N/A Date completed 5/17/1984 Sanitary seal (Y/N) YES Total depth 100 ft. Date of test Static water level Well production Cased to 100 ft. FROM WELL LOG 7/1984 WATER SAMPLE RESULTS: Coliform 0 colonies/100 ml. Arsenic: ND ug./L. B. SEPTIC/HOLDING TANK DATA Nitrate 0.205 mg./L. Parcel ID: 017-142-30 Well Log (Y/N) YES Wires properly protected (Y/N) YES Casing height (above ground) 12+ in. AT INSPECTION 11/16/2012 Date of sample: 11/16/2012 6.0+ g.p.m. Collected by: GEG. Ltd. Tank Type/Material FIBERGLASS/S.T.E.P. Date installed 1/9/2003 Tank size 1500 gal. Number of Compartments E Cleanouts (Y/N) YES Foundation cleanout (Y/N) YES Depression over tank (Y/N) NO High water alarm (Y/N) YES Date of pumping 8/20/12 Pumper A+ Home Services INSPECTION AND MAINTENANCE ON ISF BY A+ ON 11/2/12 C. ABSORPTION FIELD DATA Date installed 8/22-23/2002 Soil rating (.p.d./ft r ft2/bdrm) 2_0 System type Length 36 ft. Width 10 ft. Gravel below pipe 0.23 ft. Total depth *4.5-5.5ft. Eff. absorption area 360 ft2 Monitoring tube YES Depression over field NO Date of adequacy test 11/16/2012 Results (Pass/Fail) PASS For 3 bedrooms Fluid depth in absorption field before test DRY in. Water added 450 gal. New depth DRY in. Elapsed Time: = min. Final fluid depth DRY in. Absorption rate >= 450+ g,p,d, Any rejuvenation treatment (past 12 mo.) (Y/N & type) NONE If yes, give date D. LIFT STATION *SEE ATTACHED MAINTENANCE REPORT. Date installed 1/9/2003 Size in gallons 1500 Manhole/Access (Y/N) YES "Pump on" level at TIMER in. "Pump off' level atTIMER in. High water alarm level at 46 in. Datum BOTTOM OF TANK Cycles tested * 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 Sewer /septic service line 25'+ Animal containment areas 50'+ Public sewer manhole/cleanout Holding tank N/A Manure/animal excrete storage areas 100'+ SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation 5'+ Property line 5'+ Absorption field 5'+ Water main N/A Water service line 10'+ Surface water 100'+ Wells on adjacent lots 100'+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line 10'+ Building foundation 10'+ Water main N/A Water service line 10'+ Surface water 100'+ Driveway, parking/vehicle storage 10'+ Curtain drain 20' Wells on adjacent lots 100'+ F. COMMENTS G. ENGINEER'S CERTIFICATION i certify that f 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 r, -/3t (Rev. 11/05) Municipality of Anchorage On -Site Water & Wastewater Program (907) 343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL Parcel I.D. 017-142-30 Expiration Date: 1. GENERAL INFORMATION Complete legal description PARK HILLS #2• BLOCK 2 LOT 15 Location (site address) 14721 PARK HILLS DRIVE ANCHORAGE AK 99516 Current Property owner(s) (2 0.,, V >> "� r ckAr\a Day phone C/O AGENT Mailing address 14721 PARK HILLS DRIVE ANCHORAGE, AK, 99516 Real Estate Agent SALLY CARMAN—GOODRICH W/ PRUDENTIAL Day phone 227-0506 2. TYPE OF DWELLING: N Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 3 4. 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 ❑ Received by: �r'""" Date: COSA to be released to the engineer, unless otherwise requested by the engineer. COSA Fee $ `y' Waiver Fee $ Date of Payment 1 Iqa �O �) o� ('j -v" Date of Payment Receipt Number a l;501 Ch Receipt Number COSA # 05C 1x2154 y Waiver # 6. 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. 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 It LukL Engineer's Comments In conducting this evaluation, GEG, LtD. attempted to provide a thorough, ON-SITE conscientious engineering analysis of the system in accordance with ADEC and MOA DSD Guidelines o6 Q F4�d . . . & Regulations. The reported results described the performance of the o �. . .. q 4 system under the conditions encountered at the time of the test, and separation d' 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 the ....:. .. .. .. ..... .... year, and 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 hidden defects f e A. Gorn ss. - �O P are no or encroachments. GEG, LTD. can therefore not provide any warranty or future estimate of how long the system will continue to meet the CE— operational requirements of the ADEC or MOA DSD. The content this is for of report the sole benefit of the owner listed above. Any reliance upon or use of this report by any ��q ro f essio o� other person or party is not authorized, nor will it confer any legal right whatsoever. ; 6. DSD SIGNATURE Conditional approval for 3 bedrooms, withthefollowing 0, Lor �a,pf7r©va,1 The Municipality or Anchorage Develop,emt Services Division (DSD) issues Certificates of On -Site Systems Approval (COSA) based only upon the represenatations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 7. ATTCHMENTS: COSA Checklist Septic System Advisory Well Flow Advisory Nitrate Advisory Arsenic Advisory Other By: �o� ��'��y�°V Original Certificate Date: A// (Rev_11/05) ON-SITE System 9#1 Approved for bedrooms. WATER AND System #2 Approved for bedrooms.h V'STEWATER pROGRAM Disapproved. , Conditional approval for 3 bedrooms, withthefollowing 0, Lor �a,pf7r©va,1 The Municipality or Anchorage Develop,emt Services Division (DSD) issues Certificates of On -Site Systems Approval (COSA) based only upon the represenatations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 7. ATTCHMENTS: COSA Checklist Septic System Advisory Well Flow Advisory Nitrate Advisory Arsenic Advisory Other By: �o� ��'��y�°V Original Certificate Date: A// (Rev_11/05) if more than 1 septic system is on the lot: COSA Checklist # _of_ Structure served by this system Certificate of On -Site Systems Approval Checklist Legal Description: PARK HILLS S/D #2; BLOCK 2, LOT 15 Parcel ID: 017-142-30 A. WELL DATA Well type PRIVATE If A, B, or C provide PWSID# N A Date completed 5/17/19"4 Sanitary seal (YIN) YES Total depth 100 ft. Cased to 100 ft. FROM WELL LOG Date of test 5/17/1984 Static water level 32 ft. Well production 3 g.p.m. WATER SAMPLE RESULTS: Coliform 0 colonies/100 ml. Arsenic: ND ug./L. B. SEPTICIHOLDING TANK DATA Well Log (YIN) YES Wires properly protected (YIN) YES Casing height (above ground) 12+ in. AT INSPECTION 11/16/2012 Nitrate 0'205 mg./L. Date of sample: 11 Z 16/2012 FIBERGLASS /G T.E.P. Tank Type/Material Tank size 1500 gal. Number of Compartments ? Foundation cleanout (YIN) YES Depression over tank (YIN) NO 6.0+ g.p.IT. Collected by: L" "d Date installed 1 /9/2003 Cleanouts(YIN) YES High water alarm (YIN) YES A+ Home Services Date of pumping8/2� 0/1� Pumper INSPECTION AND MA'NT[ C. ABSORPTION FIELD DATA *BELOW EXISTING GRAD Date installed 8/22-23/2002Soil rating (.p.d./ft r ft /bdrm) 2_0 Length eft. Total depth *4.5-5.5ft. Width A+ ON 1 System type ISF Gravel below pipe 0.23 ft. Eff absorption area 360 ft' Monitoring tube YES Date of adequacy test 11/16/2012 _ Results (Pass/Fail) PASS Fluid depth in absorption field before test DRY in. A Time - min. Water added 450 gal. Final fluid depth DRY in. Depression over field NO For 3 bedrooms New depth DRY in. Absorption rate >=450+ g•p.d. ElapseNONE If yes, give date - Any rejuvenation treatment (past 12 mo.) (YIN & type) NOTERDFRING NSPEC ION OSW THERMNITORNG OSTANDIPIPESUPRES�NTDANDTFUNCTIONALASSUMED TO BURIED D. LIFT STATION *--= _.__ ........._......__ .._. ...�8 Date installed 1/9/2003 Size in gallons 1500 "Pump on" level at TIMER in. "Pump off' level atTIMER in. Manhole/Access(Y/N) YES High water alarm level at 46 Datum BOTTOM OF TANK Cycles tested * Meets alarm & circuit requirements? YES E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tankArft station on lot 100'+ On adjacent lots 100'+ Absorption field on lot 100'+ Public sewer main N/A Sewer /septic service line 25'+ Animal containment areas 50'+ On adjacent lots 100'+ Public sewer manhole/cleanout N/A Holding tank N/A Manure/animal excrete storage areas 100'+ SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation 5'+ Property line 5'+ Absorption field 5'+ Water main N/A Water service line 10'+ Surface water 100'+ Wells on adjacent lots 100'+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line 10'+ Building foundation 10'+ Water main N/A Water service line 10'+ Surface water 100'+ Driveway, parking/vehicle storage 10'+ Curtain drain 20' Wells on adjacent lots 100'+ F. COMMENTS G. ENGINEER'S CERTIFICATION l car* that I have determined through field inspections and review of Municipal records that the above systems are in conformance with MOA COSA guidelines in effect on this date. Engineers Printed f Name JEFFREY A. GARNESS Date i2i SII 2 - (Rev. 11/05) OF q IMA= 11 .Garne s: cz s4 Municipality of Anchorage • '� Development Services Department Building Safety Division On -Site Water & Wastewater Program �? 4700 Bragaw Street P.O. Box 19 / Anchorage, AK 99519519 -6650 www.muni.org/onsite (907)343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL p} FOR A SINGLE FAMILY DWELLING Parcell.D. 01 7 -1q? --30 COSA# 09 OZ1,6 1. GENERAL INFORMATION Expiration Date: % V --'a 1 " o 9 Complete legal description PARK HILLS #2; BLOCK 2, LOT 15 Location (site address) 14721 PARK HILLS DRIVE *ANCHORAGE, AK Individual On-site Current Property owner(s) MIKE SOLMONSON Day phone 748-1230 Mailing address Lending agency Mailing address Real Estate Agent Mailing address 14721 PARK HILLS DRIVE *ANCHORAGE, AK Unless otherwise requested, COSA will be held by DSD forpickup. 2. NUMBER OF BEDROOMS: 3 Day phone Day phone 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 JEFFREY A. GARNESS, P.E. Engineer's Comments: In conducting this evaluation, GEG, L1D. 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 V Approved for bedrooms. Disapproved. Conditional approval for bedrooms, with the flowing Attachments: COSA Checklist Septic System Advisory Well Flow Advisory Nitrate Advisory c_� Phone 337-6179 Arsenic Advisory Maintenance Agreements Supplemental Engineer's Reort Other tOF i,cyo GHQ ,. ,, •�� ON-SITE �. WATER AND m= WASTEWATER PROGRAM \ By:o �g-� Original Certificate Date: 7-2,i—o_9 (R.,.1 V05) Municipality of Anchorage - • Development Services Department > I a Building Safety Division On -Site Water & Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907)343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST -- Legal Description: PARK HILLS #2; BLOCK 2, LOT 15 Parcel ID: 00-1921-30 A. WELL DATA Well type PRIVATE If A, B, or C provide PWSID# N/A Well Log (Y/N) YES Date completed 5/17/1984 Sanitary seal (YIN) YES Wires properly protected (Y/N) YES _ Total depth 100 ft. Cased to 100 ft. Casing height (above ground) 12+ in. FROM WELL LOG AT INSPECTION Date of test 5/17/1984 6/30/08 Static water level 32 ft. 44 ft. Well production 3 9,p,m, 3.34 g,p.rn. WATER SAMPLE RESULTS: Coliform © colonies/100 ml. Nitrate®.30(-mg./L. Other bacteria 0 colonies/100 ml. Arsenic: ug./L. Date of sample: 5 g 0 q Collected by: GEG Ltd. B. SEPTIC/HOLDING TANK DATA Tank Type/Material S.T.E.P/FIBERGLASS Date installed 1/9/03 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 6/24/08 Pumper MCDONALDS PUMPING C. ABSORPTION FIELD DATA *BELOW EXISTING GRADE Date installed 8/22-23/02 Soil rating (g.p.d./ft2o/6dr 2 System type ISF Length 36 ft. Width 10 ft. Gravel below pipe 0.23 ft. Total depth *4.3+ ft. Eff. absorption area 360 ft2 Monitoring tube YES Depression over field NO Date of adequacy test 6/30/08 Results (Pass/Fail) PASS For 3 bedrooms Fluid depth in absorption Feld before test DRY in. Water added 451 gal. New depth 4 in. Elapsed Time: 15 min. Final fluid depth DRY 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 1/9/03 Size in gallons 1500 Manhole/Access (YIN) YES "Pump on" level at TIMER in. "Pump off' level at TIMER in. High water alarm level at 46" in. Datum BOT Cycles tested YES 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 20' Wells on adjacent lots 100'+ F. COMMENTS G. ENGINEER'S CERTIFICATION I certify that l have determined through field inspections and 0 * �' Y* V review of Municipal records that the above systems are in "" ""'� conformance with MOA COSA guidelines in effect on this date. a A. Gar ss: Q Engineer's Printed Name JEFFREY A. GARNESS dQ�o9`. CEr 53 .•'�0� -" Date '7f< D 4i�efJi) IDl Q4 Professi0110;, 400000 90. ov COSA Fee Date of Payment io D Receipt Number lG 3 a 93 (Rev. 11105) Waiver Fee $ Date of Receipt Number NO M M 00 H t r H 3m JO O U F N � � 1 / co 0 } 1 U'90Z 3:.96.£Z°OON 1 ;u8w9se3'a9l319'919l.OL t \ t-fi---------------T--------------'-�-- L \ � 1 t ;uawase3 aBeulei❑ ,OZ t \ N t_ _ _ _ _ _ _ _ _ t \ L - 1 1� 1 t °` LL 1 1 1 >° o> �y \ N _� 1 o 1 m 0. \ to 1 1 N 01, t ~ 1 C M 1-a cflCD N E o9e \\\ r4 8 U 111 1 a ! IN t og (o 'o LO or - 10 0 Cl) WLZ£ AA,U,£O. WN w m *MUNICIPALITY OF ANCHORAGE 0 DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION DIVISION OF ENVIRONMENTAL HEALTH CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL OF ON-SITE SEWER AND WATER FACILITY 264-4720 Application Date 1. GENERAL INFORMATION (a) Legal Description (include lot, block, subdivision, section, township, range) $2 L IS PARK HILLS I7 -IV �51U or directions) Telephone: Home 3`/5"-I2_2U Business 31V-✓�2 w pplicant<Pd :Z1 PARK HIL&_S OA, 4Ncl RK (d) Applicant is (check one):.L@nding Institution ❑ Owner/builder M; Buyer El; Other Ely<..,,.... I . . I .. � L•j (d) _ en�dynQlnstitut�orf �E'` <'�� •- �-4 ��" k �r'S__"jf::j Telephone Address (e) Real Estate Company and Agent Address Telephone (f) Mail the HAA to the following O CL/r, j.L"O..6v, J 2. TYPE OF RESIDENCE Single -Family Multi -Family ❑ Other Number of Bedrooms 3 3. WATER SUPPLY Individual Well k Community ❑ Public ❑ (explain); Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. 4. SEWAGE DISPOSAL Onsite X Public ❑ Community ❑ Holding Tank ❑ Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. Page 1 of 2 72-025 (11,84) 5. ENGINEERING FIRM PROVIDIICG INSPECTIONS, h 2 GL I'HKK «/LC S TESTS, FILE SEARCH, D r A AND INFORMATION As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation of this Health Authority Approval shows that the on-site water supply and/or wastewater disposal system is 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 in compliance with all Municipal and State codes, ordinances, and regulations in effect on the date of this inspection. IT Name of Firm E C NVC1 Telephone V�� /—� ✓1�"CEJ Address (2, 00 YJ 3 `5 J4-' ALI ! OZTEF, AAtCH, ��%'i 03 Date DHEP APPROVA CCJ�J Approved for bedrooms bye Approved Disapproved Terms of Conditional Approval QM!elp CAUTION Date .91 1 � _ The Muncipality of Anchorage Department of Health and Environmental Protection (DHEP) issues Health Authority Approval certificates based solely upon the representations given in paragraph 5 above by an independent professional engineer registered in the State of Alaska. The DHEP does this as a courtesy to purchasers of homes and their lending institutions in order to satisfy certain federal and state requirements. Employees of DHEP do not conduct inspections or analyze data before a certificate is issued. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. Page 2 of 2 72-025 111/84) MUNICIPALITY OF ANCHORAGE DEPT. OF HEALTH & IF MUNICIPALITY OF ANCHORAGE (M ENVIP.ONMENTAL PROTECTION HEALTH AUTHORITY APPROVAL (HAA) CHECKLIST - FEBRUARY 1984 264-4720 Legal Description: 62cr5- C 1VED 12N 3W SEC, 3q A. WELL DATA Well Classification I i U1 Du&_- If A, B, C, D.E.C. Approved (Y/N)IVI/ /Q - Well Log Present (&N) Date Completed �-Tb 71ey Yield �t /�0 G O# i3 G` ) �Vn� / / °— I / C Total Depth 100 Cased Cased to Depth of Grouting /� Static Water Level 32 Pump Set At LOAIVt01y Casing Height Above Ground Electrical Wiring in Conduit (ON) Separation Distances from Well: Sanitary Seal on Casing ON) Depression Around Wellhead (Yo / To Septic/Holding Tank on Lot a© -r ; On Adjoining Lots /00/t To Nearest Edge of Absorption Field on Lot I d� /t ; On Adjoining Lots 100 / t To Nearest Public Sewer Line To Nearest Public Sewer Cleanout/Manhole rvTA To Nearest Sewer Service Line on Lot AIM Water Sample Collected by J, W%JCHOCA ; Date Water Sample Test Results -5 ATis FA-c�7-&W,' Comments B. SEPTIC/HOLDING TANK DATA Date Installed �2 S>q Size 10010 No. of Compartments 2 - Standpipes (ON) Air -tight Caps &N) Foundation Cleanout (qN) Depression over Tank (Y19 n / Date Last Pumped TI, 2%1 C6 Pumping/Maintenance Contract on File (Y/N) y�J� for / Holding Tank High -Water Alarm (Y/N) NIA Temporary Holding Tank Permit (Y/N) _44 Separation Distances from Septic/Holding Tank: To Water -Supply Well 100 t To Building Foundation To Property Line To Water Main/,§ervice Line / Course ion Comments: T Page 1 of 2 « 72-026(11/84) To Disposal Field To Stream, Pond, Lake, or Major Drainage g24r5 P#RK HIZL S C. ABSORPTION FIELD DATA Soils Rating in Absorption Strata ls10 Type of System Design 8JC40 Date Installed 0 4,zz-ff 7 Length of Field / r r Width of Field 2 Depth of Field `"s -, 5 Gravel Bed Thickness b Square Feet of Absorption Area 792 Standpipes Present (ON) Depression over Field (Y7& — Results of Last Adequacy Test Date of Last Adequacy Test _- N Separation Distance from Absorption Field: L To Water -Supply Well �Q /} To Property Line rT To Building Foundation To Existing or Abandoned System on Lot Al/6 11 On Adjoining Lots 20 i To Water Main/Service Line To Cutbank (if present) %l/A To Stream/Pond/Lake/or Major Drainage Course Mn /_._ To Driveway, Parking Area, or Vehicle Storage Area /Q/ Comments D. LIFT STATION Date Installed - Dimensions /,014, Size in Gallons SZ, IC Manhole/Access (9N) "Pump On" Level at to y / SROM f Dio 'Pump Off' Level at — I0, 9 r rA-OM 7_0P High Water Alarm Level at meq, 2 / FROM rO/� Vent (Y©V Tested for Electrical Codes (ON) Comments ** Check Permitted Bedroom Rating Against HAA Request ** Pumping Cycles during Adequacy Test. Meets MOA I certifythat I ha diced, en re ,orconformedtoallMOAandHAAguidelines-ineffectonthedateofthisinspection. Signed Date z 6 r Company G !C MOA No. S�%7i 7 •�G O� A<,'i Receipt No. ��Q•.4••••�•.•j►•�,gs' •• Date of Payment %.3' Si �*i;�4 THl7ll� .�•S 1 0111 Amount: $ • ee+a ...:. Z U)PC #417 Pzi G REID, JR ��, •• CE . 2251 •'•.•...••'• Page 2 of 2 ' 72-026 (11/84) ALASKA ENVIRONMENTAL JOB 6Z LIS FMK Hit -L-5 CONTROL SERVIM, INC. SHEET NO of 1200 West 33rd Ave Suite B ANCHORAGE, ALASKA 99503 CALCULATED BY c) rK DATE f26 (907) 561.5040 CHECKED BY DATE SCALE I' m l ALASKA AIROnMenTAL COnTROL Se[PUS, InC. Engineering & enuironmental Studies 7 1,AUNICIPAX.1'ry OF ANCHORAGE DEPT. OF HEALTH 11 N ZMVjROi,4mzNTA- PROTECTION lo 191987 oK wc �l A41 1200 IN 33rd Auem. Suite B-Anchoroqe Alaska 995039(907) 561-5040 ALASKA ENVIROANTAL CONTROL SERVICES, INC. 1200 West 33rd Avenue, Suite B ANCHORAGE, ALASKA 99503 (907) 561.5040 JOB -,o -r /S _ * L lei ti` J�J[L SHEET NO. µI OF p CALCULATED BY /' • DATE CHECKED BY DATE ZA IAfsibE r71'fl