Loading...
HomeMy WebLinkAboutCOLLIER LT 4Collier Lot 4 #017-151-20 Municipality of Anchorage On -Site Water and Wastewater Program • (907) 343-7904 Page of ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP141532 PID Number: 017-151-20 Dwelling: ® Single Family (SF) ❑ Duplex (D) ❑ Multiple (SF and/or D) Project: ❑ New ® Upgrade Name: Lance & Dawn Knoblock ABSORPTION FIELD ❑ Deep Trench ❑ Shallow Trench ® Bed N Mound Address 13340 Lamb Drive, Anchorage, AK 99516 ❑ Other Phone Number of Bedrooms Soil Rating Total depth from original grade 3 2.0 GPD/SF See Remarks Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade See Remarks Ft. Gravel depth beneath pipe 0.3 Ft. Subdivision Block Lot COLLIER 4 Fill added above original grade See DWG Ft. Gravel length 20 Ft. Township Range Section Gravel width 18 Ft. Beds: Number of Lines 8 Distance between lines 2.5 Ft. SEPARATION DISTANCES To Septic Absorption Lift Station Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Tank Line 360 FP -- -- Ft. Well 100+ 100'+ 1004 NA NA TANK ® Septic ❑ S.T.E.P. ❑ Holding ❑ Other Manufacturer EXISTING Capacity I Gal. Surface water 100'+ 100'+ 100'+ NA Material Number of compartments Lot Line 51+ 10'+ 5'+ NA NA Foundation 5'+ 10'+ 51+ NA LIFT STATION Manufacturer Capacity Gal. Curtain Drain NA *50'+ 1 NA I NA I Remarks *Non known. IDSF REBUILD. Pump on level at in. Pump off level at in. High water alarm at in. Excavation limited to removal of contaminated material. Elevation raised 0.1' above existing Pump make and model Electrical Inspections performed by Installer A+ PIPE MATERIAL House to tank Tank to drainfield Drainfield 3034 CO/MT 3034 Inspector ARCTERRA BENCHMARK (Assumed elevation) 100 ft Inspection ection 18'12/22/14 12/22/14 Location and description zed 3" 12/23/14 4" Garage slab COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL Engin OF AI\\ Conditional Approval: Date j �� 4,, 1111 i TH* ta rccv s Approved l� / ��ra0 /2 (� Date a 30 \ �rrss� •� eer's Stam inspection keport_a-riz.aoc AS -BUILT SYSTEM DETAILS/SITE PLAN Permit OSPI41532 COLLIER LOT 4 PID# 017-151-20 i w N O Q N m 0 A -C=121.5' B -C=108,5' A -D=134.5' B -D=122,5' A -E=143,5' B -E=128,0' A -F=132,0' B -F=115,0' FROM STEP '4-41b�_` i \ /*4 TH�+/ KENNETH M.� cE-vus wa w I"ES04 Aw SIOI1[+L SCALE- 1' = 50' 103.02 FINAL GRADE 102,52 nq rnTER RABRIC � VmLLATImI \ `3'1 vNDEs Dam ME arvEm of rEv sum - w A91VE an sura 99.65 99,95 99,25 - 99.15 SAND E=VAT LDEl3 - 0.Y M PREPARED FOR; LANCE & DAWN KNOBLOCK 13340 LAMB DRIVE ANCHORAGE, AK 99516 FIELD BOOKS BOUNDARY: BOUNC STAaNQ STAKIP ASBUILT. JLS DNC, RLE.. AOAo FdE FILE 20' COMPUTED: DRANK: BMW CHECKED: KMD DATE 12/27/ MID: SW2939 .roe No.: 14-215 SCALE, NTS � m a x Z O 4 c O � RryFULTING > e l ''' A .99577 _073 On -Site Wastewater Disposal System Permit MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water & Wastewater Program 4700 Elmore Road, PO Box 196650 Anchorage, AK 99519-6650 Telephone: (907) 343-7904 Permit Number: OSP141532 Tax Code Number: 01715120000 Work Type: Septic Upgrade Permit Effective Dates: December 19, 2014 to December 19, 2015 Design Engineer: ARC TERRA CONSULTING INC Subdivision: COLLIER Site Legal Address: COLLIER LT 4 G:2939 Owner/Address: KNOBLOCK LANCE A & DAWN M 13340 LAMB DR ANCHORAGE AK 995163866 Site Mailing Address: 13340 LAMB DR, Anchorage This permit is for the construction of: Lot Size in Sq Ft: 49580 Total Bedrooms: 3 Y Disposal Field N Septic Tank N Holding Tank N Privy N Private Well N Water Storage All construction must be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80). 3. The wastewater code requires inspections during the installation. The engineer must notify the Development Services Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either: A. Open and Close on the same day. B. Covered, sealed, and heated to prevent freezing. Received Issued BI MUNICIPALITY OF ANCHORAGE nown Community Development Department Phone: 907-343-7904 Development Services Division Fax: 907-343-7997 On -Site Water & Wastewater Program ON-SITE SEWER/WELL PERMIT APPLICATION Parcel I. D. 017-151-20 Property owner(s) LANCE & DAWN KNOBLOCK Day phone Mailing address 13340 LAMB DRIVE, ANCHORAGE, AK 99516 Site address 13340 LAMB DRIVE, ANCHORAGE, AK 99516 Legal description (Sub'd., Block & Lot) COLLIER LOT 4 Legal description (Township, Range & Section) Lot Size 49,580 Sq. Ft. Number of Bedrooms 3 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Single Family [kj Absorption Field [ Initial ❑ (SF) MDuplex (w/wo ADU) Septic Tank ❑ Upgrade (D) ❑ Holding Tank ❑ Renewal ElMultiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. property owner or authorized Permit/Rush Fees: 5L — Waiver Fees: Date of Payment: 19. 11 gllqDate of Payment: Receipt Number: O'F4 16: Receipt Number: Permit No. t)�i f532 Waiver No. Pe"it App_9-1-12.doc ory �RCTERRq `?Ri C H4 d syPaY ,IATw�n'1��1� December 17, 2014 ARC 1 ERRA CONSULTING, INC 212 E. 51" Ave, Anchorage, AK. 99503 Office (907) 868-3791, Fax (907) 868-3793 Municipality of Anchorage Development Services Department On -Site Water & Wastewater Program P.O. Box 196650 Anchorage, AK 99519-6650 Subject: Upgrade Sewer Permit — Collier Lot 4 It has been determined that the Intermittent Dosing Sand Filter (IDSF) absorption field of the subject property has developed a biomat in the top 3-4" of the sand and pea gravel and is not operating properly. The flushing valves have been covered since 2005 and therefore have not received proper maintenance, thus appearing to have contributed to the biomat buildup. Subsequently, the owner has requested we proceed forward to obtain a septic permit to upgrade the IDSF as was done previously in 2005. We propose to rebuild the IDSF as it currently exists by removing any contaminated sand and all the pea gravel in the IDSF and then installing new sand and pea gravel to the same existing elevations and layout of the IDSF. The existing components (STEP tank, pressure line and IDSF air line) will continue to be used. The existing STEP was cleaned and inspected and found to be in good, operating condition. A new air compressor was also installed. The property and adjacent lots are served by private water. There is no surface water within 100' of the proposed system and there are no known curtain drains within 50'. We do not expect there to be any adverse effect on adjacent lots by the rebuilding of this system. If you have any questions, please contact me at 868- 3791 / FAX 868-3793. Respectfully submitted, ArcTerra Consulting, Inc. Kenneth M. uffus, P. . Attachments: On -Site Sewer Application Wastewater Absorption System Details/ Site Plan 20441 PTARMIGAN BLVD • EAGLE RIVER, AK 99577-8736 • PH (907) 868-3791 • FAX (907) 868-3793 WASTEWATER DISPOSAL SYSTEM DETAILS 4' MONITORING TUBE AT COLLIER LOT 4 3/4' DIA, SCHL 40 PVC LATERALS CHILES, SHIELDS, AND FLUSHING VALVES PER ORENCO DESIGN> PLYWOOD BARRIER ARM" PERINITER AS NEEDED PLAN VIEW BOTTOMLESS ISF DETAILS TYPICAL 4- NDNITGRING TYPICAL FLUSHING VALVE & COVER- FINAL GRADE 311 RIGINAL GRADE BRACING AS NEEDED TOP OF SAND TO BE REBUILT TO EXISTING ELEVATION OF 97.38 OR HIGHER EXCAVATION WILL BE LIMITED TO THE REMOVAL OF ALL CONTAMINATED SAND 4N.-Ift`N\ OF.A,��s t 4 / * TH ENNNE D S CE -71 a it ` `•�ESSI � FABRIC FLUSHING VALVES (WITH PR13TECTIVE LIVERS> (EXTENDED ABOVE GRADE> EXISTING IS' X PD' ISF. PRESSURE PIPING DESIGNED BY IRENCO AND SUPPLIED BY ANCHORAGE TANK. 2' MIN COVER & VEGETATED PER HOA REO. 111 rs�nm avm 18' PROFILE VIEW BOTTOMLESS ISF DETAILS PREPARED FOR; LANCE & DAWN KNOBLOCK 13340 LAMB DRIVE ANCHORAGE, AK 99516 FIELD BOOKS - CCMPuTm: BD Gfy` BOUNDARY DRAWN BM STAKING: STAKING CHECKED: KMD mw'LT' DMS DATE 12/17/14 DM FlLE MID. SW2939 ACAD FILE` FILE 'HOB N.; JOB ULATED PLYWOOD BARRIER AS NEEDED AIR LINE 6- ABOVE a 94.02 BOTTOM OF SAND FILTER Scale; NTS PAGE 2 OF 2 WELL & WASTEWATER SYSTEM SITE PLAN GENERAL NOTES: REMOVE CONTAMINATED SAND & REINSTALL WITH NEW MATERIALS PER THE EXISTING SYSTEM DESIGN AND ELEVATIONS. A REGISTERED LAND SURVEYOR SHALL FLAG PROPERTY LINE AND WELL RADII PRIOR TO CONSTRUCTION. GRADE FLAT 0-5% SW DIRECTION. Aw OF AZ� TH� * �, S —7116 WP / " ESSIOV0, AWr COLLIER LOT 4 VACANT S 00'06'54" W 300.46' REBUILD EXISTING IDSF BY I REMOVING ALL CONTAMINATED SAND & INSTALL NEW SAND FLTER TO EXISTING ELEVATION OF 97.36+ & 0.5' EFFECTIVE. Mjlt \ E T_—[ DECK `RA"TL EH THOING 3—SR D/rr 1USE AIR EINE .._ __. _\ �uuN • a EIdSnN¢ 4TANK t \ ShP TANK N 00'06'54" E 300.32' SYSTEM PLAN, TYPICAL SCALE: q--38? 1"= YO` PAGE 2 OF 2 PREPARED FOR: LANCE & DAWN KNOBLOCK 13340 LAMB DRIVE ANCHORAGE, AK 99516 FIELD BOOKS IC NTW: ROUND" r BOUNDARY DRAW: W "No: STAKING DHECKO: KMD AM'LT` DMS DAZE 12 117Ll4 DM FIM- MID: SW2939 ACRD Fly: FILE " NOL 14215 ti L `o a� Z Z Y. k4, oo "--L RiYFA'4` DI.TING�, 'C °N �g i, Municipality of Anchorage • Development Services Department Building Safety Division i On -Site Water & Wastewater Program, 4700 South Bragaw St. - P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.sk.us (907) 343-7904 Page 1 of 3 On -Site Wastewater Disposal System and/or Well Inspection Report Permit Number. SW420094 !aS 0 03q PID Number. 017-151-20 Nome: DAVID BAKER Wastewater System: O New ■ Upgrade Address: 13340 LAMB DRIVE a ANCHORAGE, AK ABSORPTION FIELD Phone: No. of Bedrooms: (907) 263-6025 3 D Deep Trench ClShollow Trench Dead D Mound ■ Other* LEGAL DESCRIPTION Sas ": 2.0 Total lead, Nae a" rade, **SEE REMARKS GPD/so- rT. n Block: Lot: Subdivision: - 4 COLLIER Goad, to aloe bottom Nom alynal Va **SEE Gravel dead, beneath slaw. REMARKS FL 0.30 n Township: Range: Section: n eeeee Geo.. agkw 9 a Gravel kaque _ _ - SEE DWG R 20 n WELL: O New 7777-WGravelGan. Upgrade 18 Novae. w A.bl. 8 awe, 2.5 R R Cloeo,eobor, 1priwte, A6.C} iaq Caeee Ta rodpl abearpaan Gee: dNa. malwbk R R 360 so.m D 3034/F-810/SCH 40 PVC ON .. Dade brawl: static Male, Level: Maser: G.E.G. Ltd. lade MM Iae: 3/3-5/2005 n Set k � Height Aso~ ramal. TANK W.it R SEPARATION DISTANCES aseptic 0Holding 0S.T.E.P. Daher io Septic Absorption Ufl Holding bk/Pdvate ewlocty . From Tank Field Station Tank Sewe, lines *** Noterk`: i%ena r a oomaeenenlw Well — 100'+ — — 25'+ Surface Water — too'+ — — — LIFT STATION Lot Line — 10'+ — Foundation _ 10'+ — — — Curtain Drain NONE KNOWN sial kwveauon. Was Or. Remarks: BENCH MARK *THIS IS A BOTTOMLESS INTERMITTENT SAND loaa,on ane Deeerobam GARAGE SLAB FILTER SYSTEM. EXCAVATION WAS LIMITED TO THE REMOVAL OF ALL CONTAMINATED MATERIAL. ~ Et`n 97.66 n **TANK INTEGRITY VERIFIED ON 11/3/2004. ENGINEERS E l. _ Inspections performed by: G.E.G. Ltd.Dates: 1st 3/3/2005 er 4 , ,,,,, ,,,,,,, 2nd 3/4/2005 3rd 3/5/2005 O f A. G ness.- Development Servic s Department Approval OQa. cuE 95 Reviewed and approved by: Cl/. Date - 3—� lNw. tv°,1 Profesaio�0\ ��0000��a PERMITNUMBER: AS DRAG PARCEL ID NUMBER: SW0 SW050039 017-151-20 / / / EKSTING 'BOOTLEGGED' / 1250 GALLON S.T.E.P. TANK. / TANK INTEGRITY VERIFIED ON I 11/3/2004. I I I I _ too' WELL RADIUS _ GARNESS ENGINEERING GROUP Ltd. CONSULTANTS & GENERAL CONTRACTORS MI L TOM 1p1R 1111[ 101 • ANDMA • M / 7 . 110( 001}W) lT • FM 001}11 M" • �11C w.pwr�y.,rYymw PREPARED FOR: PHONE NUMBER: PAGE NUMBER: DAVID BAKER (907) 345-1198 2 OF 3 LEGAL DESCRIPTION: DRAWN BY: COLLIER SUBDIVISION: LOT 4, 1 R.A.L, E OF WORK: AS—BUILT FOR NEW DRAINFIELD 1HW Ulm) A 1 B NEW DRAINFIELD122.31 ALTERNATE srlE112.97 i ----� 106.27 120.23 134.37128.51 PMT2 143.99 130.20 / TEST HOLE LOGGED BY / TOBSEN SPURKLAND, P.E. 'MT4 WT2 EXISTING ----- \ i .4 ! •y WELL • � I TEST HOLE LOGGED BY \ \\ �• �. EXISTING • \\ NEIL HAWTHORNE, P.E. .'.',.• �:• 3 BEDROOM \ \ HOUSE \ 8 / / / EKSTING 'BOOTLEGGED' / 1250 GALLON S.T.E.P. TANK. / TANK INTEGRITY VERIFIED ON I 11/3/2004. I I I I _ too' WELL RADIUS _ GARNESS ENGINEERING GROUP Ltd. CONSULTANTS & GENERAL CONTRACTORS MI L TOM 1p1R 1111[ 101 • ANDMA • M / 7 . 110( 001}W) lT • FM 001}11 M" • �11C w.pwr�y.,rYymw PREPARED FOR: PHONE NUMBER: PAGE NUMBER: DAVID BAKER (907) 345-1198 2 OF 3 LEGAL DESCRIPTION: DRAWN BY: COLLIER SUBDIVISION: LOT 4, 1 R.A.L, E OF WORK: AS—BUILT FOR NEW DRAINFIELD 1HW Ulm) PERUffNUMBER: AS DRAG PARCEL 10 NUMBER: SWO SW050039 017-151-20 0 TOP OF NEW SND FILTER - 97.38 - RE—BUILD OF ISF INSTALLED IN JULY OF 2002. FLUSHING VALVE AND COVER 2' INSULATION FILTER FABRIC —FINAL GRADE 100.47-101.51(AVC.) FAIR UNE 94.02 i1MCTS OF EXCAVATION 94.73-95.13 (AVG.) RELATIVE EL EVAT10N OF BOTTOM OF TEST HOLE O 87.73(TEST HOLE DRY) INVERT OF DISTRIBUTION UNE - 97.68 EXCAVATION WAS LIMITED TO REMOVAL OF CONTAMINATED SAND. GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS& GENERAL CONTRACTORS�••••••• •• •• ••••• ......••••• =1 L TOOL Salo. BOO 101 � IOOOIMR Mt M00) � 11(11( (10l}U)�1T � IN (10))U n" � e®IC �w,�ryrpaw PREPARED FOR: PHONE NUMBER; PAGE NUMBER: •• ••••••• •••••••••• DAVID BAKER (907) 345-1198 3 OF 3 OQ A Go ness. LEGAL DESCRIPTION: DRAWN BY: %-p, COLLIER SUBDIVISION; LOT 4, R.A.L. o� TE OF WORK: �oTesslo� DATE: Q d �a Wo� PROFILE AS—BUILT FOR NEW DRAINFIELD 3/14/2005 �40p000� (R" OIMS) MUNICIPALITY OFANCHORAGE /J>1 ✓���� Development Services Department Onsite Water 6 Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519.6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Initial Date Issued: Mar 02, 2005 Expiration Date: Mar 02, 2006 Permit Number. SWO50039 Parcel ID: 017-151-20 Legal Description: _COLLIER LT -4 t Design Engineer: 0855 Gamess Engineering Group, LTD Site Address: 013340 LAMB DR Owner Name: DAVID BAKER Lot Size: 46580 SO. FT. Owner Address: 13400 LAMB DRIVE Total Bedrooms: 3 Permit Bedrooms: 3 ANCHORAGE. AK 99516-3811 This permit is for the construction of. n Disposal Field ❑.r Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage All construction must be in accordance with: 1. The attached approved design. 2. All requirements specked 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. 5. The following special provisions. a.) The upper six (6) Inches of the mound system shall consist of top soil and be sufficiently vegetated to prevent erosion. Received By. i Issued By. Date:�� • c�F_ 1.F�-� Municipality of Anchorage • Development Services Department Building Safety Division On -Site Water & Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. 017-151-20 Permit Number Property owner(s) DAVID BAKER Day phone 345-1198 Mailing address (1) 13340 LAMB DRIVE, . ANCHORAGE. AK Mailing address (2) Zip Code 99516 Legal description (Lot, Block & Sub'd.) COLLIER SUBDIVISION: LOT 4. Legal description (Section, Township & Range) Lot Size _Acreto Number of Bedrooms THIS APPLICATION IS FOR: Sewer Only ❑ Well Only ❑ Sewer and Well ❑ Water Storage ❑ Sewer Upgrade 0 THIS PROPERTY CONTAINS: Hot Tub ❑ Jacuzzi ❑ Swimming Pool ❑ Water Softening Unit ❑ Therapy Pool ❑ I certify that the above information is correct. I further certify that this application is being made for a Single Family Dwelling and is in accordance with applicable Municipal codes. GARNESS ENGINEERING GROUP, Ltd. Permit Fees: 14(d) 4 / 7; et6h Waiver Fees: Date of Payment: 2)�IC)l:) Receipt Number dcO4 in—on, Date of Payment: Receipt Number. GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS February 28, 2005 Municipality of Anchorage Development Service Department Building Safety Division On -Site Water &s Wastewater Program P.O. Box 196650 Anchorage, Alaska 99519-6650 Ref: Proposed Septic System Upgrade for Lot 4, Collier Subdivision. To whom it may concern: The existing 3 bedroom house is served by a private well and septic system. The septic system consists of a 1250 gallon S.T.E.P. tank, and bottomless Intermittent Sand Filer (ISF), which was installed in July of 2002. The design was done by Alaska Water R. Wastewater Consultants, Inc. (now Gamess Engineering Group, Ltd.) In the fall of 2002, and during every significant rainfall/snow melt event thereafter, the property is inundated with surface runoff from the lot immediately to the north, which has a large horse corral. The corral area has no vegetation on it to impede runoff from rainfall and snowmelt, which creates a condition where surface runoff literally "sheets" across Lot 4, Collier Subdivision. This runoff is partially channeled toward in the vicinity of the ISF. Because of this inundation with surface runoff, and the fact that the ISF was operated for some unknown period of time with a failed air compressor, it appears that the ISF has developed a biomat and is now "failed". We are proposing to rebuild the ISF to a higher elevation (see attached design drawings) and build a mound, with silty soils, around it that will serve to divert surface runoff away/around the ISF. As part of our evaluation, we pumped the septic tank, during high groundwater conditions (in the Fall of 2004) and confirmed that it is not taking on groundwater. Given the fact that groundwater is so shallow in the vicinity of the STEP tank, if it had holes in it, it would have filled -up with groundwater after we pumped it. Given the fact that this did not occur, it is our assessment that the STEP tank is structurally sound. In short, we are proposing to use the existing STEP tank, pressure line, and ISF air line. We will remove the contaminated sand in the ISF and place new sand to the elevation shown on the attached design drawings. 3701 E. Tudor Road, Suite 101 • Anchorage, AK 99507 Ph: (907) 337-6179 • Fax: (907) 338-3246 0 Website: garnessengineering.com Other than during heavy rainfalls and snowmelt, there is no surface water within a 100 foot of the septic system. 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 assistance. Sincerely, .E., M.S. 3701 E. Tudor Road, Suite 101 • Anchorage, AK 99507 Ph: (907) 337-6179 • Fax: (907) 338-3246 • Websitc: gamcsscnginccring.com � I \ I .p LOT 1 COWER S/D LOT 2 COWER S/D I ' \ I Q LOT 3 COWER S/OEXCEPT FOR LOT 4 PALATERRA S/O HORSE CORRAL W W"� TEST HOLE LOGGED BY I I I \\ \ TOBEEN SPURKLAND. P.E. I I I I \ ALTERNATE SITE i 3 BEOROOMI W EXISTING / HOUSE I SEPTIC SYSTEM / I � ( I\ II \\ *TMI1 ,..•: i4. I I1 I,,�� y:.d •':.�.. I I it PROPOSED mi TES HOLE LOGGED BY y— \ i' I I I/' "�T-) I NEIL HAWTHORNE. P.E RIII`140'19O TRACT LTS S/D 1\ \1 I \ LOT 1; LAMB S/D i I I I APP�EAR ALOCATION Pµox• ' 11 I � I I \ , -I------------- \ ♦`` /moi I 1 I LOT 2 LAMB S/D I i III] I TWO LOTA-1 S/D 1 11111 I I 111 11 I I 111 II I I 11111 I I III II I I III II I DATE: 10, 2/28/2005 r F GARNESS ENGINEERING DRAWN "9S'''' �� - - �� Y z _ �I!�:� GROUP, Ltd. R.A.L. SCALE: CONSULTANTS d GENERAL CONTRACTORS ,¢ �:�• ii.... . . .. ............. •7 6901 DEBARK ROAD. SUITE NI • ANGNORAGE. AK 99504 • PHONE (007)357.619 • FAX ro6ns56-v46 1 = 100• PREPARED FOR PHONE NUMBER: PAGE NUMBER: 5i DAVID BAKER 345-1198 1 OF 3 I J�\r y . Garness,* LEGAL DESCRIPTION: •�i'� VCE-7953 COLLIER SUBDIVISION; LOT 4• +'+,;°�� °~�= TYPE OF WORK:1a1`�ie••p�0/essio�o`- DESIGN FOR SEPTIC SYSTEM UPGRADE ; i REBUILD EXISTING ISF. II TOTAL DEPTH IS TO BE UMRED THE -- t EXCAVATION AND THE REMOVAL OF ALL CONTAMINATED SAND. REBUILD THE SAND FILTER TO ELEVATION OF 98.0 AND INSTALL 0.5' OF EFFECTIVE. 1 � ALTERNATE SITE / I MTr — I I TEST HOLE NEIL HAWT TEST S URKLAND. HOLE LOGGED P.E. oil / ExISDNC // ----- _ 0.1 • TIN / \ 1 .BEYSTING ICE RINK \\' J BEI DROOM \ HOUSE EXISTING 1250 CALLON S.T.E.P. TANK (TO REMAIN IN 17 704-45 I'M I 100' WELL RADIUS O 2/28/2005 R.A.L. GARNESS ENGINEERING GROUP, Ltd.SCAL a�r�� y 1A0R ROCONSULTANTS d GENERAL CONTRACTORS w 40, tr 370: E 7eDN[MM . SIPTf )01 • AeffOS . AK VOI • FuouF (OpAJJI-Ai)0 •Fax (OOTJ1F-J)LA — /J PREPARED FOR: PHONE NUMBER: PAGE NUMBER: DAVID BAKER 345-1198 2 OF 3 QQP 1 A. Go nese: fI LEGAL DESCRIPTION: `O CE �Fv LOT 4; COLLIER SUBDIVISION TWE OF WORK: �DOOe PCO /af5I000\ DESIGN FOR PROPOSED SEPTIC SYSTEM UPGRADE 0040pp000 ISTINC AIRLINE COIL 3/4- DIA. SCH. 40 PVC LITERALS (HOLES, SHIELDS, 20'x18' BOTTOMLESS ISF. AND FLUSHING VALVES PER EXISTING SYSTEM DESIGN) -- F-------- - --- I I I I EXISTING DISCHARGE LINE I I FROM STEP TANK. I I I I I 1e' I I I I I I I I I I I 4' DIA. MONITORING TUBE AT I ---------------------- I EACH CORNER, PERFORATED BETWEEN TOP OF SAND AND 20 I FLUSHING VALVES WITH DISTRIBUTION PIPE INVERT. (DRILL 1/4 INCH DIA. HOLES) PROTECTIVE COVERS (EXTEND ABOVE GRADE) ORIGINAL GRADE FABRIC AIR UNE SAND FILTER TO BE REBUILT TO AN ELEVATION OF 98.00 IS TO BE LIMITED TO THE OF ALL CONTAMINATED SAND. GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS i GENERAL CONTRACTORS 3701 F TUDOR ROAD. SUITE 101 • ANCNORAOF. AX 90SO7• PNONF (007)337-170 • FAX (007)3314-3746 PREPARED FOR: PHONE NUMBER: DAVID BAKER (907) 345-1198 LEGAL DESCRIPTION: COLLIER SUBDIVISION; LOT 4 PROFILE OF PROPOSED SEPTIC SYSTEM UPGRADE DATE: R.A.L. sou.E:' N.T.S. PAGE NUMBER: 3 OF 3 I.S.F �e A. mess: _ 3 �F� r Municipality of Anchorage - Development Services Department * Building Safety Division =; Onsite Water 8 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. SW020094 PID Number. 017-151-20 Name: KARI BURNETT Wastewater System: ❑ New ■ Upgrade Address: 3340 LAMB DRIVE a ANCHORAGE. AK ABSORPTION FIELD Phone: No. of Bedrooms: (907) 263-6025 3 0 o..p rnnan O Shallow TrenchBed O Mound ■ Others LEGAL DESCRIPTION SOS Roww. 2.0 TAut DaPth horn or%M Wo : SEE DWG rt cn/Sa R Block: Let: Subdivision: Depth to pbe bettarn ham W*W eodW Crew depth bwooth pk. 0.28 — 4 COLLIER SEE DWG n rt Township: Range: Section: — — — r• ^deed erlptnal ll� &*.* WIM 20 SEE DWG rt rt Cinrm .laveHarroar A Yre Dlreana. W ..n 1. WELL: [I New [I Upgrade 18 n 8 2.5 rti clo..rcatbn Prww. ".Q: ,Adel Depae 181 ra..d ,o: 180.96 Tolal se.orpean ena: 360 Pb. n d d*. D 3034/F-810/SCH 40 PVC PRIVATE R Ft sD. rt tkYler. Date DN4d: 9/13/1995 Slo,k MaIM Ls 1- 133 ewt~. A+ HOME SERVICES OAe Ywtouad: 7/9-10/2002 M—W DRIIUNG R, "e ° soAh Ceak�e HWght Al, . raw d: TANK 5 dew UNKNOWN n2 rt SEPARATION DISTANCES aseptic 0Holding ■S.T.E.P. 0Other To Septic Tank Absorption Field Uft station Holding/Prlwte Tank sseer unep earNrloct" . ANCHORAGE TANK N 1250 troth tom. Nanr,.r A OWnpam.nte. Well 1000+ 100'+ 100'+ — 25'+ STEEL 2 Surface Water 100'+ 100'+ 100'+ — — LIFT STATION Lot Line 5'+ 10'+ 5'+ — — Sin In paswr; 1250 Hanafocho . ANCHORAGE TANK ORENCO SYSTEMS en- W kMlA: /ieh w w Harm A: Foundation 5'+ 10'+ 5'+ — — TIMER TIMER 45' Pare tl * Hodek a.auleal srpeAlmw penanrrd W. Curtain DrainNONE KNOW #20 OSI 05 HHF M.O.A. BENCH MARK Remarks: .THIS IS A BOTTOMLESS INTERMITTENT baeooe and D-ftevtbn: SAND FILTER (ISF) SYSTEM. TOP OF SLAB AT GARAGE THE EXISTING DRAINnELD WAS ABANDONED COMPLETELY. /TOP OF LIFT STATION MANHOLE EWML"a`97.66/98.14 pt THE EXISTING S.T.E.P. TANK WAS INSTALLED ENGINEEIre SEAL APPROXIMATELY 5 YEARS AGO. THE ISF CONTROLS HAVE BEEN INSTALLED. 00004 vv��•QF •oS�Op 60) • I y*QQ00 AKWWC' r INC. 7 s / / Inspections performed by: Dates: 1st 2002 2nd 7/10/2002 3rd 7/10/2002 Q fr '• or ess:• Approval QQ; ; �v 53 : k Development i es Department per, .. . Reviewed and approved by: Date: -- D %�40�o app" ro/esslono\o 0 Imm PERMIT NUMBER: SW020094 AS-BUILT DRAWING PARCEL ID NUMBER: 017-151-20 NEW DRA NFIELID / ALTERNATE SITE MT MT2 TEST HOLE LOGGED BY� TOBBEN SPURKLAND. P.E. TEST HOLE LOGGED BY\\ •. ' . 1 EXISTING NEIL HAWTHORNE. P.E. ICE RINK \ •'! ,• I \ 3 BEDRDOM \ HOUSE ^8 I A B ST1 12.26 43.70 ST2 10.46 42.57 _ MH 10.42 41.65 MT1 121.12 106.71 / MT2 131.91 114.46 EXISTING 'BOOTLEGGED" 1250 GALLON S.T.E.P. TANK MT3 134.36 121.76 MT4 143.17 127.45 I _ 100' WELL RADIUS o DATE: 11, 7/26/2002 oop6p4 0 / DRAWN BY: .... ..... a ALASKA «'AI'LR & «TAS'I'L«M'ER Z.T.G. ?4 �0�0 *) - SALE: 1. c 40• CONSULTANTS, INC. .......... ........ 0 ..... e901 UFNeRq ROAD. 9UI)F 7A • eNfwORef.F. AK 00304 • PwIN+F f00Ai3).epq • FAX ("M54-s?"• O PREPARED FOR: PHONE NUMBER: PAGE NUMBER: KARI BURNETT 263-6025 2 OF 3 • of A. ame , P� y LEGAL DESCRIPTION: LOT 4; COLLIEN SUBDIVISION . C -795 •' e.�L7 4oe'eprofesslof%,% 11%*1 TYPE OF WORK: AS-BUILT OF SEPTIC SYSTEM UPGRADE 000� PERMITNUMBER: AS—BUILT DRAWING PNUMBER: SW0 - 017 SW020094 017-151-20 EXISTING GRADE INSULATION PER 96.91-97.04 TOP OF9MANHOLE 8.14 HOMEOWNER /_ OUTLET - 93.65 TOP OF TANK AT TOP OF TANK AT INLET - 93.851 INVERT of BUNG EXISTING 1250 GALLON AT INLET - 93.27 S.T.E.P. TANK AND COVER ORING TUBE ORIGINAL Of Fl 96.33-97.52 FABRIC -AIR LME -TOP OF SND FILTER/ �MVERT OF DISTRIBUTION BOTTOM OF S18D FILTER 94.02 BOTTOM OF PFA GRAVEL LINES - 95.97 (AVERAGE) 93.52 (AVERAGE) 95.59 (AVERAGE) RELATIVE ELEVATION OF BOTTOM OF TEST HOLE - 86.52 (TEST HOLE DRY) u7 v7 cwwA r tf DRAWN BY: ALASKA NWFER & WASTL«FATL'RSCALE: Z.T.G. CONSULTANTS, INC. N.T.S. 6001 OFRARR POAD SUITF 7R • ANCHORAGE. AK Q"U • MONF (0011]17-0110 • FA% (007MA-M6 PREPARED FOR: PHONE NUMBER: PACE NUMBER: KARI BURNETT (907) 263-6025 3 OF 3 LEGAL DESCRIPTION: COLLIEN SUBDIVISION; LOT 4 TYPE OF WORK: PROFILE AS -BUILT OF SEPTIC SYSTEM UPGRADE (BOTTOMLESS I.S.F.) 51a lii ....... ... . ...... .......� VA f f OTT• s. - 7 ;7 •`O 011 SFO ,.••'',maw ALASKA WATER & WASTEWATER CONSULTANTS. INC. 6@01 OAD• SUUC• K+L Eos •PHOW-' (901W7-6178 • AK oo 4s •WEIM a..ao•in �' (� SOIL LOG — PERCOLATION TEST 0 LEGAL DESCRIPTION: COWER, LOT 4 Q aG rness.: PERFORMED FOR: KARI BURNETT DATE; 7/2/2002 Q04 9 �FO� r �e^e •. ,. .,..•foo 11 _"__= ORGANICS EST HOLE 1 4�wk". o�� SOIL CLASSIFICATIONS TEST HOLE LOGGED BY .t TOBEEN SPURKLAND, P.r- .9!,- . :v mo-;, GW =__� ORG ALTERNATE SITE 3 :.a • GP ML nL/t a BOOM- NG LLI GM CL HOUSE 1 q GC OLj °o a°• o SW MH f l L� SM OH ICE 6 ML SC RINK 7 DEPTH TO 6 1571NC 'BOOTLEGGED• / SEPRC SYSTEM 9 SITE PLAN 1'=100- 10 11 B.O.11. TIME (MINUTES) READING (INCHES) 12 13 14 15 16 17 18 19 PERCOLATION RATE 24 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 3.0 FT. AND 4.0 FT. 20 A PRESOAK WAS PERFORMED: E YES [_-]NO SOILS LOGGED BY: SUSAN OSWALT PERCOLATION TEST PERFORMED BY: ROB CAMPBELL COMMENTS: PERFORMED BY AKWWC, INC. 1, JEFFREY A. GARNESS, CERTIFY THAT THIS W ERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: $ 7 Ob DATE GROUNDWATER DRY 7 2/2002 DRY 7/9/2002 DATE READING CLOCK NET TIME WATER LEVEL NET DROP DRY 7/10/2002 2:47 - DATE READING CLOCK NET TIME WATER LEVEL NET DROP 7/8/2002 1 2:47 - 6' 0' 2 3:17 30 5' 1' 3 3:17 - 6' 0" 4 3:47 30 4 3 4' 1 1 4' 5 3:47 - 6' 0' 6 4:17 30 4 3 4' M -W DRILLING, Inc. �- • P.O. Boz 110378. 10330 Old Seward Highway (907) 349-8535 ANCHORAGE, ALASKA 99511 DRILLING LOG Well Owner RONNIE AND BARBARA BURNETT Use ofWell 00rAFFTTC Location (address of: Township, Range, Section, if kno•Arn; or distance main road LOT 4 COLLIER COURT : 13348 LAMS DRIVE_ ANCHORAGE, ALASKA Size of casing 61, nepth of Hole--IBI---feet Cased to 18n _ 16 feet Static water level 133 ft_ (REFI. Glow) land surface. Finish of well (check one) open end ( X ); Screen ( ); Perforated ( ; ).• :: Describe screen or Well pumping test at r gellons`pe (iRt) (minute) for—1 hours with 100A ft• of drawdown from static1eVeL':,s 1r� ' Date of completion 13 SEPTEMBER:;" -995 WELL LOG Depth in feet from ground surface Give details of formations penetrated, size of material, color and hardness ^ TO 9 140 Tp 146 GRAVEL r'GREY.-STLTLY_�M( " ^' 146 TO 153 SILT: BROWti. GRAVELLY -LW--1T0--L5-1— _L71 :dTO141171 TO1B1 TO TO TO TO CLAY: GREY, SILTY, GRAVELLY GRAVEL: WATER BEARING 3—CONTRACTOR TO 61 Ll TO 62 02 TO101 -LO-1—TO-20 1 —.5 101.5 TO134 134 TO140 140 Tp 146 GRAVEL r'GREY.-STLTLY_�M( " ^' 146 TO 153 SILT: BROWti. GRAVELLY -LW--1T0--L5-1— _L71 :dTO141171 TO1B1 TO TO TO TO CLAY: GREY, SILTY, GRAVELLY GRAVEL: WATER BEARING 3—CONTRACTOR MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Initial 7/?/oz q!";O P AI 77�jlo,liv z <.S� A -M 7l/pla z 11 A -r-4 Date Issued: May 07, 2002 Expiration Date: May 07, 2003 Permit Number: SW020094 Parcel ID: 017-151-20 Legal Description: COLLIER LT 4 Design Engineer: 0041 AK Water & Wastewater Consultarr Site Address: 013340 LAMB DR Owner Name: Kari Burnett Lot Size: 49580 SQ. FT. Owner Address: 13400 LAMB DRIVE Total Bedrooms: 3 Permit Bedrooms: 3 ANCHORAGE. AK 99516-3811 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. 7117/02 PL(RIA-I& JeYCP1v4Tr0.✓ 4W 10c1V5'r#?14 Crow g14'e/.4z DEBRIS w4J FmcowvTEICEt7 THUS A NEA. So/GS TEST G-l4J P.E)frtojenc ep /4N0 T/4E a910/efor"0 v TRE'vCH tvAS N"Ev TO A ArEr„ L0Cq7io/1., Received By: Issued By: F Date: 8— Date: G Municipality of Anchorage . Development Services Department j Building Safety Division Onsite Water& Wastewater Program 4700 South Bragaw SL P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.sk.us (907) 343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. 017-151-20 Permit Number 5L4/0206 q_¢ Property owner(s) KARI BURNETT Day phone 263-6025 Mailing address (1) 13340 LAMB DRIVE * ANCHORAGE, AK Mailing address (2) Legal description (Lot, Block & Sub'd.) LOT 4: COLLIER SUBDIVISION Legal description (Section, Township & Range) Lot Size Ilii S SSS Acres/ .Ft. THIS APPLICATION IS FOR: ..: Number of Bedrooms 3 Sewer Only ❑ Well Only ❑ Sewer and Well ❑ Water Storage ❑ Sewer Upgrade 0 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. 00 Permit Fees: y� Date of Payment: 1:3__ a'00 Receipt Number. O 19 183 Waiver Fees• Date of Payment: Receipt Number. plovrso =SP -ro -rNLS--- N.:,c%,rw /--o 014 Nrr� —S`Frs f �to� LOT 4 PPA/ALATERRA S/D PROPOSED SEPTIC SYSTEM (SEE DESIGN PACE 2 OF 2. TES HOLE LOGGED NEIL HAWTHORNE, LOT 1 COWER S/D Svc 02-0094 LOT 2 COWER S/D I I A., I \' C) - I \F I LOT 3 COWER S/D 4�1P EXCEPT FOR HORSE CORRAL TEST HOLE LOGGED BY TOBEEN SPURKLAND, P.E. ALTERNATE S�j THJ1� RICINEK LOT 1; LAMB S/D CEPTIC ARS APPROX. LOCATX)N LOT 2 LAMB S/D C 1p /7 _� �--- i n-. ... a�+�--rr-rr �_�A. X' DRAWN BY: ALASKA WATER & WASTL'WATERC.J.G. SCALE: 6001 DFRARR ROAD SUTF 7R • ANCHDCONSULTANTS. RNSU NTA N06'S •P IONNF (90))1]7-0179 • FAX (901p163R6 11" = 100 PREPARED FOR PHONE NUMBER: PAGE NUMBER: KARI BURNETT 263-6025 1 OF 3 LEGAL DESCRIPTION: LOT 4: COLLIER SUBDIVISION TYPE OF WORK: SITE PLAN FOR SEPTIC SYSTEM UPGRADE (BOTTOMLESS ISF) 9 PROPOSED �pnG ►�� �ACANT� TRACT A -2A TWO LOTS 5/0 TWO�LOTSS S/D LA 6Vnessf 7953 :� ALASKA WATER & WASTEWATER CONSULTANTS, INC. 90 1 - aYwa.ean SOIL LOG — PERCOLATION TEST LEGAL DESCRIPTION: COWER, LOT 4 PERFORMED FOR: KAKI BURNER DATE:_ 7/2/2002 DE (1e °t == ORGANICS ITEST HOLE 1 1 5- I •' 6— DRY ML 7- w 1611191 8- 891011B.O.H. � I %//% 9- 3Y/.'/. 1' 10- HNN 11— 0' RINK 911111111 B.O.H. ROW 12 5 9zz�i 13 OHM! 0' 16 17 18 19 1 I •' 9 DRY 7/9/2002 IIIIIIiII w 1611191 > � I %//% ri 3Y/.'/. 1' 3 HNN ICF 0' RINK 911111111 30 ROW 4'5 1 1/4- 5 9zz�i — OHM! 0' Ile V'"' • 3a:�a SEPTC SYSTEM DEPTH TO GROUNDWATER DATE DRY 7/2/2002 DRY 7/9/2002 TH/13BEDROOM- w HOUSE , > TEST HOLE LOGGED BY I CLOCK TIME TOBEEN SPURKLAND, P.E. ' WATER LEVEL READING ALTERNATE SITE 7/8/2002 1 TH/13BEDROOM- w HOUSE , > � I � ri o 1' 3 3:17 ICF 0' RINK 3:47 30 1 4 3/4- 4'5 1 1/4- 5 3:47 — 6' 0' Ile 4:17 EXISTING 'BOOTLEGGED' 4 3/4' SEPTC SYSTEM SITE PLAN 1•-100• DATE READING PERCOLATION CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 7/8/2002 1 2:47 — 6' 0' 2 3:17 30 5' 1' 3 3:17 6' 0' 4 3:47 30 1 4 3/4- 4'5 1 1/4- 5 3:47 — 6' 0' 6 4:17 30 4 3/4' 1 1/4 - 4' PERCOLATION RATE 24 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 3.0 FT. AND 4.0 FT. 20 A PRESOAK WAS PERFORMED: N YES ❑ NO SOILS LOGGED BY: SUSAN OSWALT PERCOLATION TEST PERFORMED BY: ROB CAMPBELL COMMENTS: PERFORMED BY AKWWC, INC. I, JEFFREY A GARNESS. CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: ALASKA WATER F, WASTEWATER CONSULTANTS, INC. April 22, 2002 Municipality of Anchorage Development Service Department Building Safety Division On -Site Water & Wastewater Program P.O. Box 196650 Anchorage, Alaska 99519-6650 Ref: Proposed Septic System Upgrade for Lot 4, Collier Subdivision (Bottomless Intermittent Sand Filter - ISF) To whom it may concern: The existing 3 bedroom house is served by a private well and septic system. The existing septic system consists of a "bootlegged" 1250 gallon S.T.E.P. tank and a trench type drainfield. We are proposing that the existing 1250 gallon S.T.E.P. tank be excavated and the integrity verified and a Bottomless Intermittent Sand Filter (ISF) system be installed. Comments regarding the proposed new system are summarized as follows: 1. SOILS: See the attached log which shows the soil classifications, groundwater monitoring, and the percolation test results. It is our opinion that an application rate of 2.0 gallons/day/112 should be used for the I.S.F. effluent. 2. DRAINFIELD DESIGN: Bottomless Intermittent Sand Filter (ISF) a. Percolation Rate: 27 & 40 minutes/inch b. Allowable Application Rate for ISF: 2.0 gallons/day/132 c. Number of Bedrooms: 3 d. Design Flow: 450 gallons per day e. Minimum Absorption Area: 225 A2 f. Effective Depth below pressure pipes: 2.5+ inches g. Width: 12 feet It. Length: 30 feet. i. Effective absorption area = 360 f 2 j. Air Supply: Thomas Industries, Model 5070, "Anchorage Tank". k. Air Supply Line: "Wasteflow" emitterline, 1/2 inch I.D, "Anchorage Tank". 6901 Debarr Road, Suite 2B' Anchorage, AK 99504 Ph: (907) 337-6179 • Fax: (907) 338-3246' Websitc: akwwc.com I. Sand Material: In accordance with M.O.A. latest standards 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 a depth of 3.0 feet (maximum - remove all organics), place a minimum of 6 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 S.T.E.P. (Anchorage Tank), equipped with a programmable timer so that flow can be intermittently dosed to the ISF. 3. SURFACE WATERS: There is no surface water within a 100 foot of the proposed septic system upgrade. 4. TOPOGRAPHY: The area around the proposed septic system is relitively flat. In short, there are no slope concerns. 5. MATERIALS AND CONSTRUCTION PRACTICES: The materials used, and the construction practices will comply with the M.O.A. "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 (4700 South Bragraw). 6. CLOSING: 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 or septic systems. If you have any questions, please contact us at 337-6179. Than4you for your assistance. P.E., M.S. 6901 Debarr Road, Suite 2B' Anchorage, AK 99504 Ph: (907) 337.6179 • Fax: (907) 338-3246' Website: akwwc.com LOT i COWER S/D I LOT 2 COWER S/D LOT J COWER S/D PROPOSED SEPTIC SYSTEM (SEE DESIGN PAGE 2 OF 2. NES ICE RINK LOT 1; 1; LAMB S/D ,..SEPTIC ARFAD APPROX. LOCATION WI 1 > 1 1 OfI WW EXCEPT FOR LOT 4 PPA/ALATERRA S/D HORSE CORRAL W;Coll I I I CSEPTIG � TEST HOLE LOGGED BY TOBEEN SPURKLAND, P.E. I � ALTERNATE SITE -3 PROPOSED SEPTIC SYSTEM (SEE DESIGN PAGE 2 OF 2. NES ICE RINK LOT 1; 1; LAMB S/D ,..SEPTIC ARFAD APPROX. LOCATION WI 1 > 1 1 OfI I� � L�I l 1 II PROPOSED '1 M I I I CSEPTIG � I � 1 lil 1 qAACANT .7 i I Y I I J I \\ I( TWO LOTS SCT /D � I I LOT 2 LAMB S/D I 1 1 1 II I I11 1 I I � 1 II II I III II I III II I III I1 1 I I II I I I I�jI l I I II II I TRACT A-1 I II II I TWO LOTS S/D LOT 2 LAMB S/D I 1 1 1 I II II I 1 II II 1 I II II 1 I II II I I I � 1 II II I III II I III II I DATE: 4/22/2002 1- _ .. ._._. _..._..,. ... i .��.. .__.. ....._ .._ .. .. DRAWN BY: ALASIU `1TATI R & STEAVATER «'A G.J.G. S� CONSULTANTS, INC. „ _ 1 1 GD %, �!,;,,, „ ., „ .,,,,;,*, G; 6001 DFRARR ROAD. SUITE 7R • ANCHORAC0. AR 99504 ' P ONF (907MIA170 • FAX (RDT35R-3)l6 �i PREPARED FOR PHONE NUMBER: PAGE NUMBER: KARI BURNETT 263-6025 1 OF 3 J y Garners. 41,I g. — 953 e( '•., LEGAL DESCRIPTION: LOT 4; COLLIER SUBDIVISION6,� �F:- yl��a��dPro(saslow:?�'�c�•. TYPE OF WORK: SITE PLAN FOR SEPTIC SYSTEM UPGRADE (BOTTOMLESS ISF) ��:;;;;;;;;;;.-- TEST HOLE NEIL NAWT PROPOSED BOTTOMLESS INTERMITTENT SAND FILTER (ISF) SYSTEM. EXCAVATE A TRENCH THAT IS 3 FEET DEEP MAXIMUM BY 12 FEET WIDE BY 30 FEET LONG. ADD 2+ / FEET OF M.O.A. APPROVED SAND FILTER AND THAN 0.5 / FEET OF PEA GRAVEL (SEE PACE 3 OF 3 FOR / CONSTRUCTION DETAIL AND REQUIREMENTS) —AIR LINE (SEE NOTE) 1.25 INCH HDPE PIPE SLOPE SO THAT THERE IS DRAINAGE OF THE UNE TO THE FIELD, OR THE S.T.E.P. TANK — EXISTING TO BE 1.) THE AIR COMPRESSOR SHgL BE LOCATED WITHIN THE GARAGE OR THE BASEMENT. THE CONTRACTOR SHALL PROVIDE A 0-10 PSI PRESSURE GLACE AT A LOCATION WHICH 15 READILY ACCESSIBLE FROM WITHIN THE HOUSE, NOTE A 30 PSI GUACE WILL NOT WORK. 2.) THE AIR COMPRESSOR SMALL BE A THOMAS INDUSTRIES MODEL 5070, AS SUPPLIED BY ANCHORAGE TANK. THE AIR LME SHALL BE 1/2 INCH DLI HDPE (1 PIECE), INSULATED WITH 1/2 INCH FOAM WRAP (R3 VALUE), INSIDE A 2 MCH SCH 40 PVC JACKET. THE UNE SHALL BE BURIED TO A MINIMUM DEPTH OF 3 FEET. 3.) THE CONTROL PANEL FOR THE S.T.E.P. TANK S/ULL BE INSTALLED WITH AN AUDIBLEAASUAL INDICATOR ON THE OUTSIDE OF THE HOUSE ALASKA «'AT 'R & WASTE ANIATER CONSULTANTS, INC. wont nao•DD Donn a nm fa • AmrFnDGLG eF O0Xnl • a n.F f007ll17.6174 • FAX 1007MA-M I EXISTING \3 BEDROOM HOUSE ISTALL FOUNDATION CLEANTOUT (FCO) `_VtsnNG 'BOOTLEGGED' 1250 CALLON / S.T.E.P. TANK TO BE EXPOSED AND INTEGRITY TO BE VERIFIED. REPLACE CONTROLS AS REQUIRED FOR ' INTERMITTENT DOSING. I 100' WELL RADIUS 0 I 02 C.J.G. 1"=40' PREPARED FOR: PHONE NUMBER: FAOL NUMUUC KARI BURNETT 263-6025 1 2 OF 3 7953 LOT 4; COLLIEN SUBDIVISION OF WORK: DESIGN OF SEPTIC SYSTEM UPGRADE (BOTTOMLESS ALTERNATE SITE TEST HOLE LOGGED TOBBEN SPURKLAND, A'- 11 L__j••.• \\ .! ICE RINK • • • ,' ;•., 1.25 INCH HDPE PIPE SLOPE SO THAT THERE IS DRAINAGE OF THE UNE TO THE FIELD, OR THE S.T.E.P. TANK — EXISTING TO BE 1.) THE AIR COMPRESSOR SHgL BE LOCATED WITHIN THE GARAGE OR THE BASEMENT. THE CONTRACTOR SHALL PROVIDE A 0-10 PSI PRESSURE GLACE AT A LOCATION WHICH 15 READILY ACCESSIBLE FROM WITHIN THE HOUSE, NOTE A 30 PSI GUACE WILL NOT WORK. 2.) THE AIR COMPRESSOR SMALL BE A THOMAS INDUSTRIES MODEL 5070, AS SUPPLIED BY ANCHORAGE TANK. THE AIR LME SHALL BE 1/2 INCH DLI HDPE (1 PIECE), INSULATED WITH 1/2 INCH FOAM WRAP (R3 VALUE), INSIDE A 2 MCH SCH 40 PVC JACKET. THE UNE SHALL BE BURIED TO A MINIMUM DEPTH OF 3 FEET. 3.) THE CONTROL PANEL FOR THE S.T.E.P. TANK S/ULL BE INSTALLED WITH AN AUDIBLEAASUAL INDICATOR ON THE OUTSIDE OF THE HOUSE ALASKA «'AT 'R & WASTE ANIATER CONSULTANTS, INC. wont nao•DD Donn a nm fa • AmrFnDGLG eF O0Xnl • a n.F f007ll17.6174 • FAX 1007MA-M I EXISTING \3 BEDROOM HOUSE ISTALL FOUNDATION CLEANTOUT (FCO) `_VtsnNG 'BOOTLEGGED' 1250 CALLON / S.T.E.P. TANK TO BE EXPOSED AND INTEGRITY TO BE VERIFIED. REPLACE CONTROLS AS REQUIRED FOR ' INTERMITTENT DOSING. I 100' WELL RADIUS 0 I 02 C.J.G. 1"=40' PREPARED FOR: PHONE NUMBER: FAOL NUMUUC KARI BURNETT 263-6025 1 2 OF 3 7953 LOT 4; COLLIEN SUBDIVISION OF WORK: DESIGN OF SEPTIC SYSTEM UPGRADE (BOTTOMLESS 3/4' DIA. SCH. 40 PVC AIRLINE COIL SPACED AT APPROX. 2 FEET. ORENCO 1VASTEFLOW' TYPE AN (HOLES. VALVES PER PROVIDED BY ANCHORAGE TANK. ORENCO DESIGNLINER 12'r30' BOTTOMLESS LSF, NO ON BOTTOM. PRESSURE PIPING DESIGNED BY ORENCO AND SUPPLIED BY ANCHORAGE TANK. ------------ ---------- I I I I • I I I I � I I . I �l I L-- -------------------------------------- 30' I 4' D0. MONITORING TUBE AT FLUSHING VALVES WITH •1.23' DLA. SCH 40 HDPE EACH CORNER. PERFORATED DISCHARGE LINE FROM STEP BETWEEN TOP OF SAND AND TANK AND MANIFOLD. DISTRIBUTION PIPE INVERT. (DRILL 1/4 WCH DIA. HOLES) PROTECTIVE COVERS (EXTEND ABOVE GRADE) PLAN VIEW ORIGINAL 3/4' PVC LATERALS (TYP4) FINAL GRADE 2• MIN. OF COVER FILTER FABRIC OVER PFA GRAVEL 6' LAYER OF 3/8' PEA J— DEEP GRAVEL WITH THE PVC ";'3R 331?i ," ° of<> 118 io (MAXIMUM) LATERALS BURIED MIDWAY IN y rryc -� •1 ,nl S .nri•t+ '-i+ .w+^ THE STRATUM. (GRAVEL BELOW �> " 3 i^•'•'' -'("Y� : ' c�`� ''�r..1'`ti;'`�<j PIPE 3.+) �y�'.�.s F `�G �V 3s yi�•�4• w ,Si 4t•f , r� .'K.�c iiN4�.w 4 NY.t .•�. �,r.. ♦h y {VI ;rY lV �O Z 2 FEET MIN. OF M.OA 12• APPROVED SAND FILTER 12 NR UNE 18' BELOW PROFILE VIEW TOP OF SAND DATE: bop�ppp 4/22/2002 0 ALASKA «l LR S «A DRAWN BY: op"��(�• QF . ' •. 5;40 t • • ( STEAVATKR C.J.G.A CONSULTANTS, INC.SCALEN.T.S. * '•. •' ' .... ' ...••...... 6901 OFRARR ROAD. SUITE iR • ANCNORACF. AK 945M. • FNONF (901)33)-6119 • FAX (901)336-3246 D PREPARED FOR: PHONE NUMBER: PAGE NUMBER: D KARI BUNETT (907) 263-6025 1 3 OF 3 QQ of A. Gorness:• LEGAL DESCRIPTION: QOoJ 7953 .,•• `FOS LOT 4; COLLIEN SUBDIVISION 0 TYPEDETAILKOF BOTTOMLESS INTERMITTENT SANF FILTER (ISF) �4��pO000�oDo A- foK-�-nvt;�j' • �• I . LOT 2 1'III . CONCERN III �IIII ,- WE III .. ww i�•ww_.c�ra.. r� 1� 'I�.i Munldpality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 `L" Street, Anchorage, Alaska 99502-0650 SOILS LOG — PERCOLATION TEST (ENGINEER'SSEAL) i PERFORMED FOR: {Z01\1 'Poo rN E 1 1 DATE PERFOR),%Q:T_��Sl�� J LEGAL DESCRIPTION:L�,I �) r C o LL 1 E Township, Range, Section: SLOPE SITE PLAN IZder4, I o '�7ANtGs r --7—T7-1 1 2 3 4 5 V 6 7' 8 9 10 11 12 13 14 15 16 17 18 19 20 COMMENTS r Si %•E H L 4-D Swt,LClt) �: 114- elzf 14 WAS GROUND WATER ENCOUNTERED? IF YES. AT WHAT DEPTH? toWar KwA r.anatlne7 t Id MEN IK40 iiiiiiiii —_ Reading Data Grote Tiny Net Time Depth to Water Not Drop !. R 4h, a to 7/g Ah r1f IVt1 — — ro, 3z Y f6 o />' 3 y r /..:%' 17 o a r • 39i -1/1v FDC, 11t/Fi' 319 1a .r PERCOLATION RATE 14J0mut (muievch) PERC HOLE DIAMETER , " _ TEST RUN B TWEEN Jam. FT AND —C.—FT p fisTus�P O�r bt.� ` 4�46 E -10101,4 -41(10h �eivtJ.I . r PERFORMED BY: r - 1 -r L CERTIFY AT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 72-W8 (Rw. 485) . ... . Xi SOILS LOG ,Q MUNICIPALITY OF ANCHORAGE �MarP ��. DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION PERCOLATION i TEST 825 L. Sl.e.t, A�eho•age, Ala.4a 99501 2644720 �— SOILS LOG — PERCOLATION TEST ►�dN, T 2 PERFORMED FOR: C)04 �I L• / n l//Gr DATE PERFORMED: /-�v ly /S� F.5 /-7 Lor q l _ LEGAL DESCRIPTION: ( f•,re Lnfs / IFEETI .I 1 SM SL61r Sit. we. 2- 3- 4 3 4 6 4, 4%e 10 - - - -� lore S:ltr t 1YA5 GI ENCOU 12 �' is+J•/. / y �• /..� IF YES, YES, 13 SH SI �r Sed °e1t DEPTH 14 15 16 . 17 6 - — Cr L, -r z. -s 19 N]o;sf SLOPE SITE PLAN Reeding Date Groes Time Net Time Depth to Watet Net Dior, (o�GR 2 '� /;�9 24.. Y���• 3;f 5 3: 24 -, i c _ ,,, moi,_ •i, .- TEST RUN BETWE En •5 9 FT A?yD FT PERFORWED BY:/i /'e —CERTIFIED BY: Ag DATE: i Municipahty of Anchorage01 �t ` Department of Health and Human. Services 825 "L" Street Rick mystrom. P.O. Box 196650 Anchorage. Alaska 99519-6650 Mayor 343-4744 July 12, 1996 Ronnie Burnett Barbara C Burnett 13400 Lamb Drive Anchorage, Alaska 99516 3811 Subject: Lot 4 Collier Subdivision Permit #SW950153, PID #017-151-20 The subject permit, issued July 12, 1995 by this office for a single family well and/or on-site wastewater system, has expired as of July 12, 1996. A new permit must be obtained from this office for a well and/or on-site wastewater system NOT installed by the expiration date. If you have drilled the well, a well log must be sent to this office for documentation of the installation and to close the permit. If a licensed Professional Engineer has inspected the installation of the on-site wastewater system, the original as -built inspection report must be sent to this office for review, approval and documentation. All inspection reports must be submitted within 30 days of construction completion. When applying for a new permit, the fees are: $320.00 for an on-site wastewater permit; $120.00 for a well permit and $440.00 for a combined on-site wastewater and well permit. If you have any questions, please call this office at 343-4744. qes ely,�jQ /�Cross, P.E. Program Manager On-site Services enc: Copy of Permit cc: Tobben Spurkland, P.E. MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 ON-SITE WELL AND WASTEWATER DISPOSAL SYSTEM PERMIT PERMIT NUMBER:SW950153 DESIGN ENGINEER:TOBBEN SPURKLAND, P.E. OWNER NAME:BURNETT RONNIE & BARBARA C OWNER ADDRESS:13340 LAMB DR ANCHORAGE, AK 99516-3811 PARCEL ID:01715120 LEGAL DESCRIPTION: COLLIER LT 4 LOT SIZE: 49580 (SQ. FT.) NUMBER OF BEDROOMS: 4 THIS PERMIT: 4 THIS PERMIT IS FOR THE CONTRUCTION OF: DISPOSAL FIELD /SEPTIC TANK / WELL SYSTEM ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH: PAGE 1 OF 1 DATE ISSUED: 7/12/95 EXPIRATION DATE: 7/12/96 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 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 ISSUED BY DATE • - 1 3 Ah DATE • .-- T.SPURKLAND P.E. 203'%V. 15th. AVE. SUITE 203 ANCHORAGE, ALASKA 99501 (907) 279-3916 Fax (907)-276-6013 Municipality of Anchorage Division of Environmental Health Department of Health and Social Services 820 I Street Anchorage, Alaska 99501 Subject: Permit for Well and Septic Lot 4 Collier S/D Gentlemen; June 27, 1995 RECEIVED JUL 121995 Municipality of Anchorage Dept. Health & Human Services Per your verbal instructions we have changed the design of the proposed septic system proposed for this property. The absorption bed has been changed to show two identical mounds 15 by 40 feet long in conformance with AMC Chapter 65. Yours Tobb � N i I #.fes I th SPURKLAND — — — — — — — — — — 25 0 25 50 75 100 125 150 SCALE. 1' = 50 FT. II REPLACEF'ENT SITE III � I I2 - 30 X 50 MOUNDS ... 1 ©PROPOSE I II PROP. 3 -BEDROOM f 1250 STEP TANK II I I I I I © I TOBBEN SPURKLAND P.E. LOT 4 COLLIER SSD SEPTIC SYSTEM DESIGN 203 W 15TH. AVENUE RON BURN£Il DATE: JUNE 16, 1995 ANCH_ AK. 99501 13400 LAAIR DRIVE SHEET: 1/3 GRID: 7939 'E 50 _I ►{ 4-I1VCH MONITOR IS I oo AIR DISTRIBUTION GRID BELOW SAND 1 -INCH PVC WITH 3132- HOLES AT 30 INCHE Ir A 5 RUNS AT 6 FEET 1 -114 PVC with 118' holes o7 30' JS IO A 5 , j -q I 10 �O O — O 1250 STEP •�`������,,, 4' Haltpipe 6' LONG OF = �'J`Pff••• ""j�.. I-114 PVC Holes Pointing Up i}♦ 4 th !r •�' F i0 :N $PURKLAND• p SECTION A -A :JO. CE -2225 •41�rf '•. .'': 3 rt. o/ Cover 1-114" Discharge 4" Topsoil 0„o2o„0s,o-o-o o „o ,o •o ogogo or, + II II 6" Sewer Rock I I ' 1-1/4" Dislibulion Pipe M /i J ira 1 40 11250 gal STEP lank 1.5' IAKC OTIS GRAVEL (pJl REGENERATING BLOWER BENCH MARKL: 1' AIR DISTRIBUTION CAD MODEL 4Z749 TOBB£N SPURKLAND P.E. LOT 4 COLLIER SID SEPTIC SYSTEM DESIGN 203 W 15TH. AVENUE RON BURNETT 11 DATE: JUNE 26, 1995 NCHAK. 99501 13400 LAMB DRIVE SHEET. 3/3 GRID: 2939 T. SPURKLAND P.E. 203W 15th. Avenue, Suite 203 ANCHORAGE, ALASKA 99501 (907) 279-3916 Fax (907)-276-6013 SEPTIC SYSTEM DESIGN LOT 4 COLLIER SID RON BURNETT Ground water at 6 ft Use Pressurized Bed Import filter sand to obtain separation Soil Rating. From test June 15, 1995 40 Min/Inch Use .3 gal/ft.sq Required Area per Bedroom: 150/.3 - 500 sq.ft.. Number of Bedrooms 3 Bed Area 3 x 5 = 1500 sq. ft. . SYSTEM CONFIGURATION MOUND TOTAL LENGTH 50 FT. TOTAL WIDTH 30 FT. BED AREA 30 x 50 = 1500 SQ.FT. 5 runs of distribution pipes at 5 feet spacing, 40 feet long Excavate 2 feet Import 1.5 feet of Lake Otis Gravel Install air grid below Lake Otis Gravel 6 inches of sewer rock 3 feet of cover The installation of this septic system will not prevent wells from be installed on the adjacent lots. The proposed septic system will not change the general slope of the area. Ponding and/or concentration of surface runoff will not result from this installation. PRESSURE CALCULATIONS Total head loss: 30 ft. Pump delivery at 30 ft. From pump curve: 33 gpm Discharge per 1/8" hole at 5 feet of head: 0.42gpm Number of holes: 33 / 0.42 =80 Spacing of holes: 5 x 40 x 12/ 80 = 30 [inches] Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG - PERCOLATION TEST PERFORMEDFOR: 'P'OT\I �U�1.I E 1 I DATE ((ENGINEER'S SEAL) r ,1. •,T. ao'V •1 .0 .... .; ;a i� Tnr. an'•^v4.or� t.� L eq RSN1:0: /s%I LEGAL DESCRIPTION: LCI I t-) LD LL 1 1=Z Township, Range, Section: r�12-157AN 1 GS jTSLOPE SITE PLAN � ,�� .� O IT1 1 2 3 4 5 V 6 7 6 s st /1 "i- 4-0 t4- 10 I I I I I IWAS GROUND ENCOUN ERED?ATER i 11 TimTime Date Grod.1 Net S L Net Drop IF YES. AT WHAT / O to'7/ DEPTH? i^ 12 — E 13 a ;n I Depth to Water er Monitoring? � Dale: u/ 14 15- 16- 17- 18- 19- 20- COMMENTS 516 17181920COMMENTS T; moi• - . Reading TimTime Date Grod.1 Net Depth to Water Net Drop to'7/ 6re;-/f I — I/9 a ;n I �z ItS -7 rL /yJ--5- S1 Ib '321 / -'41v 1 1001/t % /b 3/. 1Ti se ' l� /I PERCOLATION RATE (mmutevmth))PERC HOLE DIAMETER TEST RUN B TWEEN � FT AND 9 FT lt. G872JOt F/aturi..a &:fIn�srei✓•CN P . r PERFORMED BY: %F? 1 r S CERTIFY AT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: ClJ 72.008 (Rev. 4185) _DEARMOUN ROAD LOT I I I I I I I I LOT I I I� VACANT I q m LOT 3 Igl IQ V J LOT 4 150 200 P50 300 I' = 100 FT f LL11 2 \ TOBBEN SPURKLAND P.E. LOT 4 COLLIER SID SEPTIC SYSTEM DESIGN 203 W 15TH. AVENUE RON BURNETf DATE: JUNE 16. 1995 ANCH__AK_ 99501 13400 UMB DRIVE SHEET: 1/3 GRID: 2939 SPURKLANO CE -2225 , �OFESS 25 0 25 50 75 100 125 150 SCALE., 1' = 50 FT. I 1 ;I REPL) 'CEMENT SITE ©PROPUSEI 1 1 I � 1 I30 X 50 MOUND I I PROP. 3 -BEDROOM IES 1250 1250 STEP TANK 1 1 TOBBEN SPURKLAND P.E. LOT 4 COLLIER SID SEPTIC SYSTEM DESIGN 203 W 15TH. AVENUE RON BURNETT DATE: JUNE 16, 1995 ANCH:_AK^ 99501 13400 LAMB DRIVE SHEET: 1/3 GRID: 2939 :£ JO 14 11L 50 40 I 1I 1/4 PVC with 1/8' holes /0" k__ I 7 A 6 �-/ 4- Hol/pipe 6- LONG 1-1/4 PVC Holes Pointing Vp SECTION A -A 3 fl. of Cover 4" Topsoil 4—INCH MONITOR 1250 STEP AIR DISTRIBUTION GRID BELOW SAND 1 -INCH PVC WITH J/JY HOLES AT 30 INCHES 5 RUNS AT 6 EEET 1-1/4" Discharge R o�o�o�o„o„onono io 'Ono 0 0 o„ 6" Sewer Rock Qo� 1-1/4" Dislibulion Pipe 41 Mirofi 1401250 gal STEP lank J 1.5' LAKE OTIS GRAVEL rVJI REGENERATING BLOWER BENCH MARKL: L" AIR DISTRIBUTION GRID MODEL 4Z749 TOSBEN SPURKLAND P.E. LOT 4 COLLIERS D SEPTIC SYSTEM DESIGN 203 W 157H. AVENUE11 RON BURNETT DA TE. JUNE 26, 1995 9NCHL AK 99501 13400 LAMB DRIVE SHEET. 3/3 GRID: 2939 Q"pG£ @Vi • Municipality of Anchorage On -Site Water and Wastewater Program Q (907) 343-7904 s A c r r CERTIFICATE OF ON-SITE SYSTEMS APPROVAL Parcel I. D. 017-151-20 1. GENERAL INFORMATION Complete legal description COLLIER LOT 4 Expiration Date: ? - 3 0 -/-6- Complete / Location (site address) 13340 LAMB DRIVE, ANCHORAGE AK 99516 Current Property owner(s) LANCE & DAWN KNOBLOCK Day phone Mailing address Real Estate Agent 13340 LAMB DRIVE, ANCHORAGE, AK 99516 2. TYPE OF DWELLING: ® Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) Day phone 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: Distance: Received by: 3ee"Vegke,,;,, Date: /Z -30 -Ir COSA to be released to the engineer, unless otherwise requested by the engineer. COSA Fee $tdii.c Date of Payment �/ l Receipt Number COSA# Waiver Fee $ Date of Payment Receipt Number 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 ARCTERRA CONSULTING, INC. Phone 868-3791 Address 20441 PTARMIGAN BLVD., EAGLE RIVER, AK 99577 Engineer's Printed Name KENNETH M. DUFFUS Date 12/27/14 Engineer's Comments: This investigation was completed in compliance with ADEC and MOA regulations. The assessment of the condition of the well and septic applies only to the conditions as of the day tested. The flow and absorption rates may change due to subsurface conditions that may not be observed from the surface, changes inland use, local soil characteristics, groundwater levels that may fluctuate during the year and the water usage of the family being served by the system. The operational life of all well and septic systems are subject to these various and dynamic characteristics and are outside the control of the evaluator of the well and septic system. Therefore, ArcTerra can not give any estimate of how long a system will function satisfactory for current or future \ occupants or can ArcTerra guarantee that no unseen�ff OF AZ / �vs encroachments, deficiencies or discrepancies exist. .Q 4 TI[ l� , 6. DSD SIGNATURE - System #1 Approved for _ bedrooms. =,.r " "rM1" ;'6 ° 'Of System #2 Approved for bedrooms. T��Q 7Gli CFBS ICN Disapproved. Conditional approval for bedrooms, with the following iS stipulatio$KtYtOF f�rrr�� ON-SITE By: Ztl P Original Certificate Date: /a - -� 0 l / The unicip it f nchoraga 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 engineers work. 7. ATTACHMENTS: COSA Checklist X Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other COSA blue sheet_Jai a12.dm 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: COLLIER LOT 4 Parcel ID: 017.151.20 A. WELL DATA Well type PRVT If A, B, or C provide PWSID # _ Date completed 9/1311995 Sanitary seal (YIN) Y Total depth 181 ft. Cased to 181 ft. FROM WELL LOG Date of test 9/13/1995 Static water level 133 ft. Well production 5 9 - p.m - WATER SAMPLE RESULTS: Well Log (YIN) Wires properly protected (YIN) Y Casing height (above ground) 18+ in. AT INSPECTION 12/12114 ft. Coliform NEG colonies/100 mL Nitrate 3.07 mg/L Arsenic: ND ug/L Date of sample: 1211212014 Collected by: ARCTERRA B. SEPTICIHOLDING TANK DATA Tank Type/Material STEP / STEEL Tank size 1250 gal. Number of Compartments 2 Foundation cleanout (YIN) Y Depression over tank (YIN) N Date of pumping 12/12114 Pumper A+ C. ABSORPTION FIELD DATA Date installed 1997 (PER MOA DOCS) Cleanouts (YIN) Y High water alarm (YIN) Y Date installed 1212212014 Soil rating (g.p.d./f:2 or ftZ/bdrm) 2.0 System type IDSF Length 20 ft. Width 18 ft. Gravel below pipe 0.3 ft. Total depth 2.574 (Below Final Grade) Eff. absorption area 380 ftZ Monitoring tube Y Depression over field N Date of adequacy test NA- New Results (Pass/Fail) PASS For 3 bedrooms Fluid depth in absorption field before test _ in. Water added_ gal. New depth_ in. Elapsed Time: _ min. Final fluid depth in. Absorption rate >= g.p.d. Any rejuvenation treatment (past 12 mo.) (YIN & type) If yes, give date D. LIFT STATION Date installed 1997 Size in gallons 1250 Manhole/Access (Y/N) Y "Pump on" level at TIMER in. "Pump oft" level at TIMER in. High water alarm level at 45 in. Datum BOTTOM OF TANK Cycles tested E. SEPARATION DISTANCES WELL ON LOT TO: Septic tank/lift station on lot 100'+ Absorption field on lot 1004 Public sewer main 75'+ Sewer /septic service line 254 Animal containment areas 504 SEPTIC/HOLDING TANK ON LOT TO: Meets alarm & circuit requirements? Y On adjacent lots 100'+ On adjacent lots 100'+ Public sewer manhole/cleanout 100'+ Holding tank 100'+ Manure/animal excrete storage areas 1001+ Building foundation 5'+ Property line 5'+ Absorption field 51+ Water main 10'+ Water service line 10'+ Surface water 100'+ Wells on adjacent lots 1001+ ABSORPTION FIELD ON LOT TO: Property line 10'+ Building foundation 101+ Water main 10'+ Water Service line 101+ Surface water. 1001+ Driveway, parking/vehicle storage 104 Curtain drain 50'+ (NONE KNOWN) Wells on adjacent lots 100'+ F. COMMENTS G. ENGINEER'S CERTIFICATION 1 certify that I have determined through field inspections and review of Municipal records that the above systems are in conformance with MOA COSA guidelines in effect on this date. Engineer's Printed Name KENNETH M. DUFFUS Date 12127114 COSA brown sheet 10-10-12.doc iZA(Ov, OF ALS 1 1' G L C p m �W aw LOT 3 I a N N N89°53'06"W 300.42' (300.46' R) x � E Tc I a \ . o Q ca /� • : a . osl� 6 0 c I w //N� `O> r co- co 00 O xEu ®I ry 0 `'�: OLo � `r 0ME W.0' N II O .' E �' :.7 .O7 .y -00 ZZ 0/w EXISTING N t T f- ' Cl" O a/ 3 HOUSE I �--� Q IIti.• eek/ 0 LOT 4 ° Q I 1\� �'a : :Re N 58.0'co W 0 MM °� Z O WNs I O p ata m e r En z (W 12.0. O a m c c --9 b 3 m g 06 CD Z E. ma�;y U x ' �o o g n O O E t C G r7 9 N C O 73.8• 30' 30' iV1y O J N89'53'06"W 300.45' (300.51' R) z � o �; � � � � � o BASIS OF BEARING 0 A vv'i 7 wpq 4' ►'x'00 U_s�_t� w°'e cn > C) w LOT 1 caa a�N�.oa zoa W w�� O E.- v y s E_ o 0 I v ; o aU0 �a =� w�0 -f ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT BETWEEN MUNICIPALITY OF ANCHORAGE AND peyiiamin V�iPeS THIS MAINTENANCE AND REPAIR AGREEMENT made and entered into as of this 2q4�Day of of20 �y , by and between &Aiaro n -Ph nns herein the "OWNER," and the Municipality of Anchorage, herein the "MUNICIPALITY." In consideration of the mutual covenants contained herein, the parties to this Maintenance and Repair Agreement agree as follows: 1. Advanced Wastewater Treatment Systems. Municipality grants permission to Owner to utilize and operate an Advanced Wastewater Treatment System (AWWTS), described as ZD S�7 located at (legal description). Loi u— 1� 2. Definitions. Alteration. Any change to the design or function of an AW WTS that includes the installation or removal of any parts, components or pieces not included in the original construction permit and design. Certificate of On -Site Systems Approval (COSA). An approval by the Municipality of existing water and wastewater disposal systems given at the time of property sale and title transfer in accordance with Anchorage Municipal Code (hereinafter, "AMC") 15.65. These approvals certify that the systems are adequate for the homes that they support and meet the codes that were in place at the time of system construction. Damage. Any man-made or natural change in a system that would inhibit the system from performing as designed. Maintenance and Repair. The scheduled and as needed replacement of existing parts, components and pieces of an AWWTS that were included in the original design which would allow the AWWTS to continue to perform as designed. Permit. An On -Site Wastewater Disposal Permit as required by AMC 15.65 to construct and operate an AWWTS. 3. Term. The term of this Maintenance and Repair Agreement shall begin on the date of approval by the Municipality to operate the installed system or issuance of a COSA, and shall continue while the AWWTS is in use or is operational or until the property is sold or title is transferred by the owner and a new COSA is issued to the new owner or transferee of the property. 4. Alterations. Installation and Removal of Additional EUniDment. Prior to performing any alterations to an AWWTS, the owner agrees to obtain an On-site Wastewater Disposal Permit from the Municipality in accordance with AMC 15.65. 5. Maintenance and Repairs. A. Throughout the term of this Maintenance and Repair Agreement, the Owner shall maintain their AWWTS in a satisfactory condition capable of producing treated septic effluent in accordance with the equipment's approval for operation in the Municipality. The owner shall enter into a service agreement with an AWWTS service and maintenance provider approved by the municipality and the manufacturer of the AWWTS for the entire term of the AWWTS. In addition, it shall be the responsibility of the Owner during the term of this Maintenance and Repair Agreement, and any renewals thereof, at the owner's sole expense, to pay for any and all: (1) repair(s), (2) maintenance, (3) adjustment(s), (4) replacement costs, and (5) inspection costs. B. Owner agrees to comply with all applicable ordinance, laws, regulations, rules and orders for the AWWTS. C. Upon request by the Municipality, the owner agrees to provide the Municipality a written schedule of routine maintenance and repairs which have been performed on the system. When a record of maintenance is documented and maintained by the system vendor, the owner agrees to allow the Municipality access to this information. D. Owner acknowledges that the fine for failing to maintain and repair an AWWTS may be assessed in accordance with AMC 14.60 for improper discharge. E. Owner agrees that only maintenance and repair personnel approved by the Municipality will inspect and make any necessary maintenance, repairs or permitted alterations to the system. F. Owner agrees to grant the Municipality reasonable access to test and inspect the AWWTS upon 24 hours written notice. G. Owner agrees that any sale or transfer of title of the property will not occur without a new Certificate of On -Site Systems Approval. H. Owner agrees that the AW WTS installation and maintenance requirements as provided by the AW WTS vendor/installer and approved by the Municipality are the governing guidelines for the construction, maintenance and repair of the Owner's AW WTS. I. Owner agrees to provide and maintain a telephone connection to the AW WTS as required by the AWWTS approval. 6. Nonwaiver. The failure of either party at any time to enforce a provision of this Maintenance and Repair Agreement shall in no way constitute a waiver of the provisions, nor in any way affect the validity of the Maintenance and Repair Agreement or any part hereof, or the right of such party thereafter to enforce each and every provision hereof. 7. Amendment. A. This Maintenance and Repair Agreement shall only be amended, modified or changed by a writing, executed by authorized representatives of the parties, with the same formality that this Maintenance and Repair Agreement was executed with, and such writing shall be attached to this Maintenance and Repair Agreement as an amendment. B. For the purposes of any amendment modification or change to the terms and conditions of this agreement, the only authorized representatives of the parties are: a. Owner: b. Municipality: Director, Community Development or designated authority C. Any attempt to amend, modify, or change this contract by either an unauthorized representative or unauthorized means shall be void. 8. Jurisdiction: Choice of Law. Any civil action arising from this Maintenance and Repair Agreement shall be brought in the Superior Court for the Third Judicial District of the State of Alaska at Anchorage. The laws of the State of Alaska shall govern the rights and obligations of the parties under this Maintenance and Repair Agreement. 9. Severability. Any provisions of this Maintenance and Repair Agreement decreed invalid by a court of competent jurisdiction shall not invalidate the remaining provisions of the Maintenance and Repair Agreement. O � R: By: _(signature) 1lsrtimuv\ U`! c&Vvl 5-�)\i"(printname) STATE OF ALASKA ) ) ss. THIRD JUDICIAL DISTRICT ) Date: The foregoing instrument was acknowledged before me this day of qf!c >.`jPit ?T NOTAR UBLICFORALASKA iARy My Commission expires: Nod 1 Iplq PU ° ® o rrr 3 •, qlE F �: ~ rrrrr ss�on Expl�es ;? MUNICIPALITY: By: (signature) Date: name) Title: 12/15/2014 09:24 8686770 APLUS PAGE 02 MuN1crPAUN Or A.Nc'40RAII Fv • Community Development Department • On -Site water & wastcwator Progrnm P: 907.3+13-7904 • F: 907.343.7997.1'•0. pox 196650 Atwhoraip, Alf 99519-6650 • http:/l"w 'muni.ar9ft'n"dWS intermittent Dosing Sand Filter Maintenance Log Ovuner��p- Kno �tnr� Street Address b ^'b Phone 2"i. f Legal Desc. PID ie � Legal 992tic tank -Sludge level _inches -Pumping: required es o •Pump ing aampleted Sysi�.K, p,,M Pett pso t€o Feld: IJ pec )Y •Liquid. level /-`• inelles -Flushing valves per approved design yes—D-0 -All flushing valves opened, distribution lines flushed, and flushing valves closedt3v s no ' s t€ n: yes_�g -pump basket cleaned es o •Bietube effluent filter cleaned -Timer float setting.`inches -High level float setting„t,•inches *Reference point dasvr� er T �— rninutes �``'�f`$� -pump on�seconds -Pump off. 3�7-_ -cumulative lifetime cycles __��� •cumulative run time�� -operation satisfactory y s o Air Svs_ em -Air pump filter cleaned es n -Air pressure psi .Date of latest install or rebuild -Air system operation sa 'sfa o no sa1'sfac o Alarm vslem: � nn 11 D<, A011 •Dedicated electrical circuit y_ i 20 _ no -Audible and visual alarm inside dwelling - -Float setting _inches*DM � •Alarm system Operation satisfac o r no sats achy Corrtm� �,4 ...,....�c<.....,w.......N....•�>ry'�.....V............................................. .................... .....,.0 .f , ...F.. .. ...�..�: ....a- .,c ....... .............. Raintenanca P of V* 01' N Date of maintenance a Technician company s Signature DateA1 hyl'I Municipality of Anchorage •., p Development Services Department ,•• Building Safety Division • ,. .. il On-Site Water & Wastewater Program 4700 South Bragaw SL P.O. Box 196650 Anchorage, AK 99519-6650 www.cl.anchorage.ak.us (907) 343-7904 CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. 017-151-20 HAA# 050Iq 3 1. GENERAL INFORMATION Expiration Date: 0.15 lor- Complete F5'or- Complete legal description COLLIER SUBDMSION: LOT 4. Location (site address or directions) 13340 LAMB DRNE • ANCHORAGE. AK 99516 Current Property owner(s) Mailing address Lending agency Mailing address Real Estate Agent Mailing address DAVID BAKER Day phone 345-1198 13340 LAMB DRIVE • ANCHORAGE. AK 99516 Unless otherwise requested, HAA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: 3 3. TYPE OF WATER SUPPLY: Individual Well E Individual Water Storage ❑ Community Class Well ❑ Public Water System ❑ Day phone Day phone TYPE OF WASTEWATER DISPOSAL: Individual On-site E Individual Holding tank ❑ Community On-site ❑ Public Sewer ❑ The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of Health Authority Approval (HAA) based only upon the representations given in paragraph 4 by an Independent professional civil engineer registered In the State of Alaska. Certificates of Health Authority Approval are required for the transfer of title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or water supply system. DSD also issues HAAs upon request to homeowners. Certificates of Health Authority Approval are valid for 90 days from the date of Issue for properties served by a private or Class C well and may be reissued with new water samples. (Certificates may be reissued for a period of up to one year with valid water samples.) Certificates are valid for one year for properties served by Class A or B wells or a public water system. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineers work. 4. STATEMENT OF INSPECTION BY ENGINEER As certified by my seat affixed hereto and as of the validation date shown below, I verify, that my Investigation, based on procedures outlined in the Neagh Authority Approval Guidelines for this application, shows that the onsite 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 onsite 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, Ltd. 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 performance of the system under the conditions encountered of the time of the lest, and separation distances measured to readily identifiable features. The operational life of all wells and septic systems depend on the local soils condition, groundwaterlevels 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 Bre 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 sore benefit of the owner listed above. Any reliance upon or use of this report by any other person or party is not authorized, nor will it confer any legal right whatsoever. 5. DSD SIGNATURE Approved for 3 Disapproved. Conditional approval for bedrooms. Attachments: HAA Checklist X Septic System Advisory Well Flow Advisory bedrooms, with the following Phone 337-6179 Date 4IartlOr NI . ...,••r0-% ias:•�N.SI� ND ••�G'R Maintenance Agreements Supplemental Engineers Report Other By: Original Certificate Date:�s (RN. 12MI) Municipality of Anchorage , • Development Services Department Building Safety Division ` On -Site Water 3 Wastewater Program : • e 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519.8850 www.ci.anchorage.ak.us (907) 3437904 HEALTH AUTHORITY APPROVAL CHECKLIST Legal Description: COLDER SUBDIVISION: LOT 4. Parcel ID: 017-151-20 A. WELL DATA Wel typePRIVATE If A, B. or C provide PWSIO# N/A Well Log (YM) YES Date completed 9/13/1995 Sanitary seal (Y/N) YES Wires property protected (Y/N) Ya Total depth 1 Bt ft. Cased to 181 ft. Casing height (above ground) 1 B+ in. FROM WELL LOO AT INSPECTION Date of test 9/13/1995 3/10/2005 Static water level 133 ft. 138 ft, Wel production 5 q.p.m. 2.22 g.p.m. WATER SAMPLE RESULTS: Coltorm 0 colonies/100 ml. Nitrate 1.21 mgJL. Other bacteria 0 colonies/100 ml. Arsenic: N/A mgJL. Date of sample: 3/10,/2005 Collected by: G.E.G. Ltd. B. SEPTIC/HOLDING TANK DATA Tank Type/Matedel MEEL/S.T.E.P. Date installed -1997 Tank size 1250 gal. Number of Compartments 2 Cleanouts (YM) YES Foundation deanout (Y/N) YES Depression over tank (Y/N) NO High water alarm (YM) YES Data of pumping 11/3/2004 Pumper MCDONALWS PUMPING C. ABSORPTION FIELD DATA Date instated 3/3-5/2005 Soil rating .p.d ft%drm) 2_0 System type B07TOMLESS I.S.F. Length 20 ft, Width /8 ft. Gravel below pipe 0.30 ft. Total depth X3.1 ft. ER. absorption area 330 fe Monitoring tube YES Depression over field NO Date of adequacy teat NEW Results (PasslFall) — For 3 bedrooms Fluid depth in absorption field before test = in. Water added =gal. New depth =1n. Elapsed Time: = min. Final fluid depth = in. Absorption rate >= — q.p.d. Any rejuvenation treatment (past 12 mo.) (Y/N 6 type) — If yes, give date — 3 D. UFT STATION *NEW FLOATS AND CONTROLS INSTALLED IN 3/3-5/2005. Date installed "1997 Size in gallons 1250 Manhole/Access (Y/N) YES "Pump on, level at nMER in. "Pump ofP level at TIMERin. High water alarm level at ----A5—in- Datum 5in.Datum BOTTOM OF TANK Cycles tested 3+ Meets alar 6 circuit requirements? YES E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tankilift 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/deenout N/A Sewer /septic service line 25'+ Holding tank N/A SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation 5'+ Property line 5'+ Absorption field 5'+ Water main N/A Water service line 10'+ Surface water 100'+ Wells on adjacent lots 100'+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property 1111 10' Building foundation 10'+ Water main N/A Water service line 101+ Surface water 100'+ Driveway, parkinglvehicle storage 10'+ Curtain drain NONE KNOWN Wells on adjacent lob 100'+ F. COMMENTS 0. ENGINEER'S CERTIFICATION 1 certify that 1 have determined through field inspections and */ `�...rt review of Municipal records that fire above systems are in conformance wfth MOA HAA guidelines in effect on this date. Engineer's Printed Name JEFFREY A. GARNESS 'V /CE-)9Sb •V < 1� -� f o� o Date Apres...msdU HAA Fee $ `t Date of Payment Receipt Number (rw. luoi) Waiver Fee Date of Payment Receipt Number r i1/oy'ss o��c.. �oo•J/ ASBUILT SEWARD 6 ASSOCIATES LAND SURVEYING 694-0829 1 HEREBY CERTIFY THAT I HAVE SURVEYED THE SCALES - �, FOLLOWING DESCRIBED PROPERTY Of qC��� Cotti�� r�B <or 5� DATEt i •Q 1 AND THAT NO ENCRHMENTS EXIST EXCEPT AS INDICATED. IT IS THE RESPONSIBILITY OF THE 4 '' TM` OWNER DETERMINE TEXISTENCE OF ANY GRID- EASEMENTS, RID ,• . • ``�.!" �k� j EASEMENN TS, COVENANTS, , OR RESTRICTIONS Z9�i � WHICH DO NOT APPEAR ON THE RECORDED SUBDI- VISION PLAT. UNDER NO CIRCUMSTANCES SHOULD FB' 1�'•. �5-evla� ANY DATA HEREON BE USED FOR CONSTRUCTION Iley�- J' OF FENCE LINES, OR FOR ESTABLISHING BOUND- o,' ARY LINES. DRAWNsIauT�. Municipality of Anchorage • "' Development Services Department Building Safety Division -I On -Site Water & Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.sk.us (907) 343-7904 CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING ,/� t3�1 Parcell.D. 017-151-20 HAAP# 1. GENERAL INFORMATION Expiration Date: 1401 Complete legal description COLLIER SUBDMSION; LOT 4. - Location (site address or directions) 13340 LAMB DRIVE • ANCHORAGE. AK 99516 Current Property owner(s) Mailing address Lending agency Mailing address Real Estate Agent Mailing address KART SURNE17 Day phone 263-6025 13340 LAMB DRIVE . ANCHORAGE. AK 99516 MICHELE CROSSWHITE w/ PRUDENTIAL J.W. Day phone Day phone 563-5500 3201 "C" STREET SURE 200 ' ANCHORAGE, AK 99503 Unless otherwise requested, HAA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: 3 3. TYPE OF WATER SUPPLY: Individual Well Individual Water Storage ❑ Community Class Well ❑ Public Water System ❑ TYPE OF WASTEWATER DISPOSAL: Individual On-site Individual Holding tank ❑ Community On-site ❑ Public Sewer ❑ The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of Health Authority Approval (HAA) based only upon the representations given in paragraph 4 by an independent professional civil engineer registered in the State of Alaska. Certificates of Health Authority Approval are required for the transfer of title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or water supply system. DSD also issues HAAs upon request to homeowners. Certificates of Health Authority Approval are valid for 90 days from the date of issue for properties served by a private or Class C well and may be reissued with new water samples. (Certificates may be reissued for a period of up to one year with valid water samples.) Certificates are valid for one year for properties served by Class A or B wells or a public water system. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. Note: Alaska Water and Wastewater Consultants, Inc. shall be paid S at, or prior to closing for the engineering services provided. 4. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based on procedures outlined in the Health Authority Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is(are) safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage rites 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 ALASKA WATER & WASTEWATER CONSULTANTS, INC. Address 6901 DEBARR ROAD, SUITE 2B * ANCHORAGE, AK 99504 Engineer's Printed Name JEFFREY A. GARNESS, P.E. Engineer's Comments: In conducting this evaluation, AKWWC, Inc. attempted to provide a thorough, conscientious engineering analysis of the system in accordance with ADEC and MOA DSD Guidelines B 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. AKWWC, Inc. 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 benerit of the owner listed above. Any reliance upon or use of this report by any other person or party is not authorized, nor will it confer any legal right whatsoever. 5. DSD SIGNATURE Approved for 3 Disapproved. Conditional approval for Attachments: HAA Checklist Septic System Advisory Well Flow Advisory bedrooms. Phone 337-6179 Date �0 bedrooms, with the filowing stipulator ' • ��! Q ��. rlhl OITr ' rttVUNAM c Manitenance Agreements Supplemental Engineer's Reort Other ))1 By: r I Original Certificate Date: (Rev. IP ) Municipality of Anchorage ° • Development Services Department Building Safety Division s , T On.Sra Water 6 Wastewater Program 47W South Bragaw St. P.O. Box 19665D Anchorage, AK 99519-650 i' www.ci.snchoregeak.us i' (907) 3437904 HEALTH AUTHORITY APPROVAL CHECKLIST Legal Description: COLDER SUBDIVISION; LOT 4, Parcel ID: 017-151-20 A. WELL DATA Well" PWATE If A, B, or C provide PWSIDN N/A Date completed 9/13/1995 Sanitary seat (Y/N) YES Total depth 181 ft. Cased to 181 ft. FROM WELL LOG Date of test 9/13/1995 Static water level 133 ft. Well production 5 9— p.m-WATER SAMPLE RESULTS: Well Log (Y/N) YES Wires properly protected (YM) YES Casing height (above ground) 18+ in. AT INSPECTION 5/9/2002 138 ft. 2.76 g.p.m. Coliform 0 colonies/100 ml. Nitrate 0.961 mgJL. Other bacteria 2 colonies/100 ml. Arsenic: N/A mg./L. Date of sample: 5/9/2002 Collected by: AWWC. INC. B. SEPT)WHOLDING TANK DATA Tank Type/Material S.T.E.P. Date installed —1997 Tank size 1250 gal. Number of Compartments 2 Cleanouts (YIN) YES Foundation deanout (Y/N) YES Depression over tank (Y/N) NO High water alarm (Y/N) N/A Date of pumping 8/2/2002 Pumper A+ HOME SERVICES C. ABSORPTION FIELD DATA Date insta0ed 7/9-10/2002 Soil rating .p.d. ftWWrm) 2_0 System type BOTTOMLESS I.S.F. Length 20 ft. Width 18 ft. Gravel below pipe 0.28 ft, Total depth 02.5 ft. Eff. absorption area 360 ft' Monitoring tube '/ES Depression over field NO Date of adequacy test NEW Results (Pass/Fail) — Fluid depth in absorption field before test = in. Water added =gal. Elapsed Time: = min. Final fluid depth = in. Any rejuvenation treatment (past 12 mo.) (Y/N 8 type) Absorption rate >= For 3 bedrooms New depth =in. If yes, give date D. LIFT STATION *NEW FLOATS AND CONTROLS Date installed 1997 Size in gallons 1250 Manhole/Access (YIN) YES "Pump on' level at TIMER in. "Pump ofT' level at T! ERln. High water alarm level at 45 in. Datum BOTTOM OF TANK Cycles tested 'NEW Meets alarm & circuit requirements? YES E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tankilift station on lot 100'+ Absorption field on lot 100'+ Public sewer main N/A Sewer /septic service line 25'+ On adjacent lots 100'+ On adjacent lots 100'+ Public sewer manhole/cleanout N/A Holding tank N/A SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation 5'+ Property line 5'+ Absorption field 5'+ Water main N/A Water service line 10'+ Surface water 100'+ Wells on adjacent lots 100'+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line 10'+ Building foundation 10'+ Water main N/A Water service line 10'+ Surface water 100'+ Driveway, parkingtvehide storage 10'+ Curtain drain NONE KNOWN Wells on adjacent lots 100'+ F. COMMENTS G. ENGINEER'S CERTIFICATION I certify that t have determined through field inspections and *! ! Y* review of Municipal records that the above systems are in conformance wiM MOA HAA guidelines in effect on this date. ••• Te! .; •.. Engineers Pri to Name JEFFREY A. GARNESS •• 9` Date �'OL .,�e .......• ' �� p�ofattiol`d HAA Fee $ 37,5 --- Date of Payment ELIm= Receipt Number 1 (Rev. 12101) Waiver Fee $ Date of Payment Receipt Number