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HomeMy WebLinkAboutVALHALLA BLK 2 LT 1Valhalla Block 2 Lot 1 #015-212-25 Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program, 4700 Bragaw, St. P.O. Box 196650 Anchorage, AK 99519-8850 Page of www cl.anchorage ak.us (907) 343.7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number. SVQ2a9ke- Q gQ 0 32 PID Number. 015-221.77 N" David and Tressa Bryson Wastewater System: ❑ New ® Upgrade Mbaas P.O. Box 111996 Anchorage, AK 99511 Phan. ABSORPTION FIELD 868-1161 Nu""r r B•aora. 3 Po..PTmUI msiWar lrrrn Os.a OMawne OOnar LEGAL DESCRIPTION SW Rang. TO DapO p"0"P"rs.°° ewaxubal.won S 2 1 Valhalla .8 GPpmi• oval ^ PPs eo Z "°"' rlGnr yea• 8 Fl Grew aagn orlrm VM Town"FI. R rq• s.aara F. rasp tlow onyn•i Vsas' 6 Fl Glarr t.nyre 2 Fr. 63 " Well: New El Gmai wam Nuno.rrlaw Prro o.wanrw CM.wk an (Prrv•r. e, a C) Taal ^ Existing o.w� 2 Fr, r� �� X 1 FL ,eii Fl Ft GYIY' 56 Fp ASTM PVC Date Ddim sl.acw"U 111Nr1Y Ft A Plus Home Services 619-6/26 YSM Pune Sra Cewp trpn Mow Diana GPM Ft- Ft TANK SEPARATION DISTANCES ❑ septic ❑ Holding ❑ S.T.E.P. ❑ Other. To Sapt apt Lig HOldmg udxJPmare From Tank Field Station Tank Saver Ure °tl�r ro Existing STEP Go. w'r >100' >100' >100, N/A >25' Mrrtr NunwrrCanprlmrn• s,arc.wr.r >100, N/A LIFT STATION to un. >5' N/A r:ulr no'> Gr Fav^^un >5' N/A Pump an M r PaledrM.•I•ilays w•ir rrm etC~ drrn None PI^4 Mas a Maar El.coyl iNP•aaaM prtanap W Rrnr4r Existing Tank and Lift Station were Exposed, Inspected BENCH MARK and Verified for continued Use. tonoan Rear Deck Southeast Corite. •' l'"' See Lot Line Waiver. r, 31 %`v". �,.r,„. +•••a^ •,�i_„ 100.00 F, Inspections performed by: M. Anderson Dates: 1” 6/9ro8♦��Q`4% 7t 6/25/08: • P��••....;;••• 2^ . a. Development Services Department Approval • Conditional ApprovalDate: ,C 18 r s4;' 49 l�VV • • -- <»T :• .... L.�' .......It� .......... +>� :AUOVa E AMetsoN: v CE -4381 :��`` Reviewed and approved by: Date: — �� RWESStOh�� �� r ID o ;'' �€ :s ':.�; SHENANDOAH ROAD cn I Z co (O C) Ln o � � 00 to T_1 SA m m r 0 0 o dFo D D ?J N o" o o s < m z z co o o m O " 0 n € D o Zmm -+a 4. O r I0 O N mcn d d"'a F....� o W m 0 X ca �' m < m m�' C m x O j N 1 0 ma� m ow -Zi 000 3 8� 0 � s s Existing —I I a m yell ______Z ------------- S 00'03'00"E 110.0' z O c m � m N N O OIL V 0 Municipality of Anchorage DEVEOPMENT SERVICES DEPARTMENT 4700 South Bragaw Street Anchorage, AK. 99519-6655 - 343-7904 On -Site Wastewater Disposal System or Well Inspection Report Permit Number. SW070020 E E Drainfleld Rock 87.3 83' (Trench Length) a x Page 3 of 3 PID No. 015-221-77 Note: Trench Only Placed Under This Permit. PROFILE AS—BUILT No Scale � 93.4 1" PVC 30 - A* Holes No Water @ 2' Spacing 6/20/08 Note: Trench Only Placed Under This Permit. PROFILE AS—BUILT No Scale MUNICIPALITY OF ANCHORAGE Development Services Department Onsite Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Upgrade Permit Number: SWO80032 Legal Description: VALHALLA BLK 2 LT 1 Design Engineer: 0014 ANDERSON ENGINEERING Owner Name: DAVID & TRESSA BRYSON Owner Address: PO BOX 111996 ANCHORAGE, AK 99511 - Date Issued: Apr 22, 2008 Expiration Date: Apr 22, 2009 Parcel ID: 015-212-25 Site Address: 004201 HUFFMAN RD Lot Size: 22000 SO. FT. Total Bedrooms: 3 Permit Bedrooms: 3 This permit is for the construction of: n✓ Disposal Field ❑ Septic Tank E] Holding Tank E] Privy Private Well E] 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 - Date: Issued By: Date: -a-z- o,? ANDERSON ENGINEERING P.O. BOX 240773 ANCHORAGE, AK 99524 June 23, 2008 Municipality of Anchorage Development Services Department On -Site Water and Wastewater Program P.O. Box 196650 Anchorage, AK 99519-6650 Subject: Lot 1, Block 2, Valhalla Subdivision Separation Distance Waiver Absorption Trench to Lot Line Dear On Site Services Engineer: The only available area for a septic system upgrade on Lot 1, Block 2, Valhalla Subdivision is within 2' of the north lot line. A waiver is therefore necessary to construct the trench at this location. The property to the north is currently vacant and will require a Category III septic system due to restrictive ground conditions. Placing the new trench within 2' of the north lot line will not present further development challenges to that lot. We therefore recommend a waiver be issued allowing the trench to be within 2' of the north lot line. Sincerely, Michael E. Anderson, P.E. LOT 1, BLOCK 2, VALHALLA SUBDIVISION DESIGN FACTORS: SYSTEM REQUIREMENTS: Four Bedroom Trench Deep Trench System Perc. Rate: 6-15 Min./Inch Existing 1,250 Gallon STEP Tank Application Rate: .8 GPD/SF 6' Drainfield Rock 4 Bedrooms X 150 GPD/.8 GPD/SF (Application Rate) = 750 SF Absorption Area 750 SF/12 SF/LF = 62.5 LF Trench Length THEREFORE: Construct a New Absorption Trench 63' Long x 2' Wide x 6' Effective Depth at the Location Shown on the Site Plan. Flow Line Elevation in the Trench to be 2' Below Original Ground Surface. Total Depth to be 8' Below Existing Ground. Provide 3' of Cover Over Trench and 4' Over Tanks or Provide 2" of Insulation and 2' of Cover. Maintain 100' Separation From Wells in the Area. Natural Backfill 1'6" Geotextile Fabric 6" 4" Perforated PVC (Holes Down) 6'0" 2' I I Drainfield Rock TYPICAL DEEP TRENCH SECTION .0:1� ••.••• (NO SCALE) ��`PC................. NOTE: Grade Area Over Trench to Drain Away.' Minimum 6' Separation From Bedrock. 49th Minimum 4' Separation From Groundwater. Minimum 100' Separation From Private Wells in the Area. 0" -M;ct aei'Ance son';'�t Minimum 100' Separation From Surface Water or Streams.. �� : No. CE4881 Minimum 10' Separation From Water Service Line. �i_si ._ i -. MUNICIPALITY OF ANCHORAGE DEVELOPMENT SERVICES DEPARTMENT 4700 BRAGAW STREET ANCHORAGE, AK 99519-6650 SOILS LOG - PERCOLATION TEST LEGAL DESCRIPTION: _Lot 1. Block 2, Valhalla Subdivision PERFORMED FOR: Tresso Bryson DATE: 6/9/2008 PROJECTNo.: PARCEL ID#: TECHNICIAN: A. Harala DEPTH TEST fIOLE # 1 Ir�O 1 2 3 4 5 6 7 8 9 10 I1 1 1 1 1 1 L' Grass/Organics Silty Sand W/Gravel SM BOH 14' GROUND WATER ENCOUNTF;RIi179 IF YES ® WHAT DEFTII9 DEFn1® MONTIORINC DATE OF MONITORING. 4 ITE PLAN 0 E ANDERSON SEE SITE PLAN Y F None1 —7 0% to 2% 6/20/0 DATE READING OSS IME (MINUTES) NET TIME (MINUTES) DEPTH To WATER (INCHES) NET DROP (INCHES) 6/9/08 TEST HOLE PRESOAKED PRIOR TO TESTING: 1 6:35 4.38" CIIARGE 2 7:05 30 6.50" 2.12" 3 7:06 4" RraIARGr: 4 7:36 30 6.08" 2.08" 5 7:37 4.13" RECHARGE 6 8:07 30 6.13" 2.00" PERCOLATION RATE;_ 15 (MIN/INCH) PERC. HOLE DIA._(INCHES) TEST RUN BETWEEN:-4_FT. and -5 COMMENTS: TEST HOLE PRE SOAKED PRIOR TO TEST. TEST PERFORMED BY ANDERSON ENGINEERING. I, MICHAEL E. ANDERSON CERTIFY TIIAT TIIIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPLE GUIDELINES IN EFFECT ON THIS DATE: 6mnppR wqiKjl KIIIIIIIIII SCS ReEN 1081450001 Client Name Anderson Engineering Project Name/# Valhalla Subd LI B2 Client Sample ID Exterior Ilose Bib Matrix Drinking; Water PWSID 0 Sample Remarks: Parameter Results POI. ICE' Arsenic ND 5.00 Waters Department Total NitrauJNitrite-N ND 0.100 All Datesalmes arc Alaska Standard Time Printed Date/Time 04/182008 7:57 Collected Datemme 04/102008 11.40 Received Datelfime 04/102008 12.35 Technical Director Stephen C. File Allowable Prep Analysis Units Meths! Container ID Limits Date Date Inil ug/L EP200.8 C (<10) 04/15/08 04/16/08 NRB mg/L SM204500NO3-F B (<10) Microbiology Laboratory Colony Count 0 001/100ml. SM209222B Total Coliform 0 wl/IOOmL SM209222B Fecal Coliform 0 wV100mL SM209222B 04/16/08 LCP 04/10/08 DLC 04/10/08 DLC 04/10/08 DLC Shenandoah Road W 0 NOO'03'00'W Y Q 0 l2 I 50' AV 44 OJO' 49TH / 646 64 JERRY L 111111AHN Icy Ls-4aae �,•, e� c�Ar LA it 10' Unity Esoement _. SOO'03'00'E 110.00' 1(in locnllon of lho Stitichuo(s) �a shown on this record drawing (as -built) comhfr_S wills �T}y'le, 21, AMC. Ante: AS—BUILT SURVEY SURVEYOR'S CERTIFICATE 1 hereby terlily lhtl 1 am properly registered and Ikeneed to peelke land ewwying In the State of Alaska, that this drawing represents a ewwy made by me or under my direct supervision. that ae dimensions and ether del..le we Corlett to the extent shown hereon. This as—bull Should not be used ler re—eelabtishing properly baundwy or ea•stmcllan purposes. Seat. 11. 1999 l5— 1108 Dale Regblrolkn Nq Jerry L. Sherbohn Registered land Surveyor Prepared By NORTHERN SURVEYS P.O. Bou 111132 Andhoro e. AK. 99511 315-6866 Crid: Scole: V . 30' Date Drawn: Sept 11, 1999 2738 Legal Description: Lot 1, Bilk. Z Valhalla Subdiylelon Prepored For: Dave Bryson �■� 05/09/2008 07:57 9072771006 AURORA POWER i■ :■ 9919722 ■■■ ESCROW NDF—N V=AG"XMEa-r This strecraent is by and benweeri the midersigmed Seller. Buyer and Eaerer-Ateal of Tit following described property: LOT 1, ILK 3, VALHALLA Whereas, the Selkr, Buyer, and A i a r k a o o h X a rq. e: c o m o a n v. 1 L Cthe ("Leodes l have entered into a escrow agreement for the purpo c of mpcditiously completing the mle of the above desrnbea property by allowing closing prior to the following work or improvements beimz made to the above property, of prior to Sellers paying, discharging, satisfying, and removing the following claims, clouds, liras, or eucombrancss affcctiq the above pmpery: Satire RetLACCMaMT And whereas, the Lender agrees to act as Escrow Agent and collect IMT--= I"Mmt..".) tS iL:Um Curl= AM W11=01, L A AS is 11.9oo.00 ) at elosuto said aura to be disbursed to Sella upm a dctcmlisdon by the inspecting appraiser . Oandlor auhorized agent Our the Leader that the above described work or improvements have beam completed in a eatisfaetory workmsm tike roamer, or that the above disciabed claims, clouds, or enavmbrsnees have been paid, dischurged, satisfied, and/or removed. Now, Therefore, with the consent and approval of Buyer, the andetsigned Seller, It order to induce Itis-ta VsA Morteaae Comoanv. LLC to act as Escrow Agent, agrees with Ataaka rax Morreeoe Comeanw. i.LCnndits LWgaS,ifany,asfollows: 1. Se7er will tally protect, defend, end save the Lender Unnolest from all loss, including cost, damage, actual Lttamnys Aces and expenses of every kind and ustun which the Lender may idcaf by reason of the existence of any work or Improvement which remain to be done on the above desetibed popery, or by reason of any claims, clouds, liens, or eoeunabracces affecting the above described property. 2. Seller acknowledtrs, understands, and atpew that the Lender sball have the tole discretion in the choice and dezigaadon of anyancra.-ye that may be needed TOdcfmdand ptouetthe immc■tsof ANaaks OSA More4+et [Oma-aw. LLC The Leader may, it. its sole judftemen:, decide whether such legal n7mscmation is required. 3. Seller expressly agreca and concocts m perform all of the work in improvemcrta rsgntred above, and/or to pay, disebarze, mtiety and remove all of the claims, clouds, liens, or encombrances affecting the property, is described above, on or bcforc the IST dzy of JULY ,2 Go a. m the event tbat Seller has not performed ata of the wort Or improvar rents required above, or in the event Sellehss not pcid, discharged, atisficd, and removed all of the claims, clouds, liens or mcumbrmces described above by the date specified above. the Lender at to sole option, shall have the right to do such work or imprvvernerrts or pray, discharge. mlisfy and remove such claims, clouds, liens, or enetmtbrances at Sellers expense. if the arms withheld pnrrlant to d s Burow Agmmcmt an tnsufiidrnt to pay Such expenses, including attomevi and etnnultanrs fees and a reasonrbl- fee for the Lenders sic -vices, &ca Seller agrees that toy excess amounts paid by the Lader shall become imtaodfamly due and payable from Seller, mgether with the maximum interest allowed by law. if the Lactic Is roquircd to bring legal serine to mover any amours due from Seller porsutnt m thisAsreement, Seller also agie= to pay all collection costs, cotter costs, and anon_ys' foci which may be incmcd by the Leader. ' The undersigned Buyer agrees that a,. • r e .. - „, r „- e t a v r. •.sill act as Escrow Agent for the uses and purposes eatrmerated above. and agrees m cooperate (ally with tbn Lender m detsmni;Q wb-tier the work or im7.ovemerm described above hen beim done, and/or in detimalmin- whether the claim; Bloods, liens, or encumbnom described above ban been paid, discharged, aaWed and removed. to order m induce the Leader to act as escrow ■eam the undervgned Buyer Amber exprasly agrees• understands, and acknowlcdtes that the extent of any liability of the Lender to Buyer shall not exceed the sum so be collected by the Lender at closing pmauaru to this escrow agreement Buyer and Seller each mtderstand, ackwwlcdgc, and agree th11 neither Z M • ----- •--its suceesson andror assigns is msponnblo in any way for the suitability and/or babimbility, of the above dcscribcd prom or fa. any act or omission of any inspecting appraiser. The Lender Ess no responsibility for insuring value of the property for determining suitability and/or habitability of the property, The Lender is acting as Escrow Agent only, and assumes no &-tics, responsibilities or liabilities not torlwmly act forth inibis ag: eevrent Buyer and Scticr acknowledge that the lender Typically assigns its Escrow Agent dotim to Alaska USA Federal Credit Union shortly atter loan closing. Contact regarding administration of this escrow should be first directed to Alaska USA FCU Propem Management Department. , Words in this Agreement in the singular shill be deemed to include the plural, and the plural the singular. Without regard to the resideca of any pasty to this Agreement, Alaska law shall govern the rights or Ali persons interested i.•t this Agreement In witrma Wbcreat the parties have signed evil sealed this Agree scat on the data shown below. Date: At A:L 25, 2008 Bnyer(t): w4AMV C sell avio L. AxsoM :RLssA a w Escrow Agent Sellers Fowerd; a Address: PAGE 01 fam:MAY-2-2008 10:20A FROM: 10 proposal 70:6777766 P:1/1 Page No. of Pages A+ HOME SERVICES, INC. be 7501 E. 140th Avenue Anchorage, Alaska 99516^1 (907) 345-1890 a Fax (907) 868-6770 PROP AL SUBjW TO PHONE �Iresa DATE son 8 8-1161 Aptil 22- 2009 STREET JOB NAME P -O 111996 41M 1: Riiffinan'lZmaA clry.sMffiB "AX 99511-1996 L2,IJIL a1laSubdivisioa ARCHITECT _Qerson ineerino 01-- DATE OF PLANS JOB PHONE 0.08 wC hereby submit spedhrariomt sno estimates tor: A+home Services, Inc- appreciatesthe 47portuaity to bid and would be happy to excavate and install a uewtrenchthat is 45' long, 5' wide and 4' deep leaving the remaining trench as a future reserve site andto meet ALL engineers specifications per design dated 4-2O-08. $6;350 � �s7 ::. Upon verification e4misting 1250 5-T.E.P. lank- if needs replaced please add an additional $7,485 . Ifyon have any giestions orconeerns, or would like a site visit,please donothesitate to call our office at the number'listudl above. 'We :are mot responsible for underground utilities unless located by the Lome Call 'Ccuteor Settlement over disturbed areas. iter :P1Up05C herebyto furnish material and labor -complete In accordance with above epedfications,forthe sum of: Tobe;paidu born letionofz-vrl A2°a perhandlinofee will becharge pajMkNlastercardorVisa) Payment to be meat ds follows: An material N guaranteed to to as speca4d. All workm be completed In a woA,nanGke Authorized mannat srmrding'to standard .practices. Any alorubnor OeNeden'kon above apedn- Signature Cations involving sen cone vola be "eeuoco o* upon within orders. and wll become an oMm Charge over and above the asomato. AS a9momerim tbnhngem upon aulkoe. accidents or dataya beyond our mrmot. Owner to carry fire; Comedo, and other nett- NOTE: This proposal may be --r hmumme. Owwontom by workrron's Componssation insurance. withdrawn by M rin� ? days nary aro bey revered us not accepted within gCCgLflIUt Of PMP0921—The above prices. specifications and con- ditions are satisfactory and are hereby accepted.'Youare authorized to do Signature the work as specified. Payment will be made as outlined above. Dale of Aeeoptance: Signature ■MOOS/02/2006 00:12 #1267 P.001 /001 vu ■MO Va 3�ep,'r.a..er,'s�;r9 al,�rrew 3�c • mnolel-I;rIr fi�L.eealeyo3 Ito.rep�ace s7epn�/.) �Y✓r'O _ .ons/,_.:�svliz4ah.��zcaver__.._....20P5 pat -.I t2d�de v�y �dJc_a�.i- �o/�sc.'l��se :�� wla e J�6,s �!a.e. cr. /e a�ar�3 v✓allr7olacPrr.e� fvi aPf�rl�`rePlacemen.7' .. _ ...- .. . 77. eG.:qrj'LTlve __/JGG�17 C1/7CL° .•/�1ylt" /t�r! wf/Q.l�L`_�.__... __. ... .... ...__�_. fs.�j� fix........_...... _.__...__ .. .__....... ......... . Municipality of Anchorage Development Services Department Building Safety Division i On -Site Water and 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 SUBMITTAL COMMENT SHEET To: Mike Anderson Legal description: Valhalla Block 2 Lot 1 ❑Permit ®C.O.S.A. (]Inspection Report The attached paperwork has been reviewed and Is being returned for the following reasons: 1. Need 2 bids from certified Installers. 2. Letter verifing 1.5 times the high bid is escrowed. 3. Survey vrith well and septic system shown. Name of reviewer. Jeff Date: April 22, 2008 Please supply the necessary information and re -submit your request. LEAVE THIS FORM ATTACHED TO THE PAPERWORK ANDERSON ENGINEERING P.O.. BOX 240773 ANCHORAGE,, AK 99524 522-7773 677-7766 FAX MEMORANDUM DATE: June 23, 2008 TO: Jeff Poet FROM: Mike Anderson, P.E. SUBJECT: Lot 1, Block 2, Valhalla Subdivision Septic System Reconstruction The recent excavation near the proposed location for the septic system upgrade for the subject lot revealed buried roots, stumps and organics at shallow depths. We are therefore proposing to move the location of the septic system upgrade to the location shown on the attached drawings. A lot line waiver has been completed and is submitted. Please review the attached data and revise the septic system upgrade permit to allow the revised location. I M LOT 3 L T 3 ; LOT 10 s I M 1 OT 2E:] LOT 2 j LOT 11 i Y ! TI , t i 1 LOT 12 L-41 NURHW ROW �. a'.... 49th ............_....L EE ... AREA MAP %-A.-,MICHAEL NIOERSI]N j ��r�' •.No. CE-4381 r�1i �j �'.A:'• •ZS •o �i SCALE V - 100' �4�mt . %%as � h° r>l s �� SHENANDOAH ROAD o�OW Z. � ap �0 I. , I1 _ � Z i co to C Cn O N � o _ O T� "3 N VO V ? Z o� O N 9 o H co O s a v N II r 1 1 O O m D �«m y V Q ,*I sow; D C-wmN Z O oG� N ., x 0 Sm o &V 03o 0*30 Cp ao �O orx= no-.< _2- 37 yyx mo YN� Existing 2�=37 = n o 06 ell u J f1 Y_N J• 2 N "0 S 00'03'000E 110.0' ANDERSONENGINEERING I ANCHORAGE„AfC995z4 .527-77.a'; !Mf-776&(FAX) MEMORANDUM DATE: April 20, 2008 TU: Jeff Poet FROM: Mike Anderson, P.E. I�Z./ SUBJECT: Lotti, Blocky, Valhalla Subdivision Septic System Upgrade Permit We have revised the design to upgrade the septic system on Lot 2, Block 1, Valhalla Subdivision to include a 5' wide absorption trench constructed 10' from the edge of the existing failed system. Placement of the trench in this area will allow the existing bed to remain in place for possible continued use and not require the disposal of contaminated soils. A ball valve will be placed to tie the existing bed into the system. The distribution pipe in the new trench will be constructed 6' below the surface. A waiver request is attached to allow the trench to be 20' from the existing break in grade which varies from 25% to 50% over the length of the trench. The 4:1 slope extended from the edge of the trench at 2.5' above the flow line will daylight a minimum of 35' from the trench. The slope waiver is therefore justified. The soils log completed for the original septic system indicated groundwater at 13' below the surface on May 13 with slightly lower depths on May 15. The bottom of the trench will be 4' above the highest recorded groundwater reading. WAIVER FEES: -1jC-s DATE OF PAYMENT: �I l Ln RECEIPT NUMBER: h-1265 Municipality of Anchorage_ Y'4-,: r/ 1 K49). x UMN) •.\ncharage,.VasU !Y9519 -6W-4)1641.1) • 371X1 Hire IL- 1 Office (107):43 -Mil • rn: 0X17) 83tI WIMI hup://w��.c.nnnd.nry; Mayor Mark B yich Development Services Depa3rtment 6/24/2008 Mike Anderson Anderson Engineering P.O. Box 240773 Anchorage Ak. 99524 Subject: Waiver Request for Valhalla Block 2 Lot I Waiver Request #WR080033 Parcel ID #015-212-25 IIAA# 080100 Permit # 080032 Dear Engineer, nu• n l C�oC S` . C � 1)cparuncnI Your request for a waiver of the required 10 feet horizontal separation from the absorption field to the property line has been approved. The approved separation distance is 2.0 feet. This waiver approval applies to the existing absorption field to property line separation only. Any future upgrade to the on-site wastewater disposal system will require all separation distances be met or another approval from this department. If there are any further concerns or questions regarding this waiver, please call our office at 343-7904. Sincerely, Jeffrey W. Poet Engineering Technician On -Site Water & Wastewater Program Community, Security, Prosperity Municipality of Anchorage Development Services Department • Building Safcty Division On -Site Water and Wastewater Program 4700 Elmorc Sircct P.O. Box 196650 Anchomgc, AK 99519.6650 www.ci.anchoragc.ak.us (907)343-7904 Waiver Review Worksheet WR#: 080033 PID#:015-212-25 HAM 080100 Permit#: 080032 Date Received: 4!21108 Legal Description: Valhalla Block 2 Lot 1 Engineer: Anderson Engineering P.O. Box 240773 Anchorage Ak. 99524 Applicant: David & Tressa Bryson Waiver Requested: 2 feet separation distance absorption field to property line, Criteria: Geology Points: A. Water Table B. Soil Sorption C. Permeability D. Water Table Gradient E. Horizontal Separation Total: i tiGri! . ............................................................................... Waiver is Granted: t_� Waiver Is not Granted: List Conditions or Reasons for above: Date: b— Z 3 O By: (14a 4 of Reviewer ....................................... .................................. Rec#: 4121/0/8 Amount: $175.00 Date Paid: 4/21/08 MUNICIPALITY OF ANCHORAGE Development Services Department I On -Site Water 6 Wastewater Program p, 4700 South B rageStreet P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 I ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Upgrade Permit Number. SWO80032 Legal Description: VALHALLA BLK 2 LT 1 Design Engineer: 0014 ANDERSON ENGINEERING Owner Name: DAVID & TRESSA BRYSON Owner Address: PO BOX 111996 ANCHORAGE, AK 99511 - Date Issued: Apr 22, 2008 Expiration Date: Apr 22, 2009 Parcel ID: 015-212-25 Site Address: 004201 HUFFMAN RD Lot Size: 22000 SO. FT. Total Bedrooms: 3 Permit Bedrooms: 3 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. et C— J* /" )/ !►. �oCrirlt �ecl R rek. 14,4 �eY f� Fag'f m7"' /'- + el ✓, ��S*�i. (�. �..ithe:,. t✓sl� svbn:f fJtiw l�Aun. &7-,� Received By. Issued By. Date: Date: '2 2.- 0O O� ' ••• = a A %' •• �, „ :S o _ SHENANDOAH ROAD •il: . n 0000 • �. 4 ! -- ai.T ua. -- 0 mzpv n't 7n I" c+ o --- oScl 0 a�f-o C >< mo T� D �0!*- X16000 . 0 0 Do D rn 1 sx�� 03 N T � m 0 1-1 I OO o0 o<om .. a ooOx a T 0 �K=a lJ m > 00N Z O OK�O N ox Smyy O o.S u'oe Z 030 � t0 N t0 O O a Existing O yell 0 S 00'03'00"E 110.0' 3 'C i(I n c 0 � o O n � o m c - .n � t0 0 O O � N X00 ���U n u N�ZZ W ^� > Y g�w _0 m 0 (n LL -Q o zo :DJWOU v > V) m M . g�QzOf < J J�WWO n N =00=� J I _j LO > O N z 0 O N �i aura Apedwd ,.� i N r r O pooa O 400puoUQ4S O M in N o in o N in O LOT,Z, BLOCKA, VALHALLA SUBDIVISION DESIGN FACTORS: SYSTEM REQUIREMENTS: Three Bedroom Home Pen:. Rate: 5 Min.Anch Application Rate: 1.2 GPD/SF 5' Wide Trench System Existing 1,250 Gallon STEP Tank 3' Drainfield Rock 3 Bedrooms X 150 GPD/1.2 GPD/SF (Application Rate) = 375 SF Absorption Area 375 SF/5 SF/_F'.58 (Red. Factor) = 43.5 LF Trench Length THEREFORE: Construct a New Absorption Trench 44' Long x 5' Wide x 3' Effective Depth at the Location Shown on the Site Plan. Flow Line Elevation in the Trench to be 6.0' Below Original Ground Surface. Total Depth to be 9.0' Below Existing Ground. Provide T of Cover Over Trench and 4' Over Tank or Provide 2" of Insulation and 2' of Cover. Maintain 100' Separation From Welts in the Area. Place Ball Valve with Access Tube. Connect Existing Absorption Bed to System for Future Use. Verify Integrity of Existing 1,250 Gallon STEP Tank For Continued Use. Replace if Necessary. Natural Backfill 5'6" Geotextile Fabric 6" 1" Perforated PVC (Holes Down) 3/16" Diameter Holes 3'0" 30 Holes @ 1.5' Drainfield Rock 5' TYPICAL DEEP TRENCH SECTION .,.•�� •••., (NO SCALE) �. p�,...........'4C y NOTE: Grade Area Over Trench to Drain Away. Minimum 6' Separation From Bedrock..'...... 41„......„�...) Minimum 4' Separation From Groundwater. �-G Minimum 100' Separation From Private Wells in the Area. •""' M,a aetE; An"de s Minimum 100' Separation From Surface Water or Streams..�i� ': No. CE4381 Minimum 10' Separation From Water Service Line. M \ Municipality of Anchorage -�` Development Services Department Building Safety Division Onsite Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, Alaska 99519-6650 www.muni.orglons to (907) 343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. 015.212-2 5 Property owner(S) David and Tressa Bryson Day phone Mailing address P.O. Box 111996 Anchorage, AK Zip Code 99511 Site address 4301 Huffman Road Anchorage, AK Zip Code 99516 Legal description (Sub'd., Block & Lot) Lot 1, Block 2, Valhalla Subdivision Legal description (Township, Range & Section) Lot Size 22.000 Sq. Ft. THIS APPLICATION IS FOR (® all that apply): Absorption Field Q Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage ❑ Number of Bedrooms Three (3) THIS APPLICATION IS AN: Initial ❑ Upgrade 0 Renewal ❑ 1< 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. C17 - (Signature of property owner or authorized agent) Permit/Rush Fees= Waiver Fees: Date of Payment: 3 I5l ) s Date of Payment: Receipt Number. 1 qq 59 l,' Receipt Number. (Rev. 11/05) I �' �g 2 • ••.SJ,1�1 ° z r=`io SHENANDOAH ROAD • 0 W � m iOtci um nl"Im 000x, ro5' e o•cpo OF 0 Ln co Co ---- Ia C �1 �a D Z �, ��; o N L' 00 u? u N � m co < 0 O N =m� a o 030 Existing S4G11 S 00'03'00"E 110.0' nl"Im 000x, ro5' e o•cpo OF 0 Ln co 0 3 .0 D N- r- _-_ o 0 0 m (n .x W 0 O r�i I in u7 in N T X00 zor1�U Z Z u u (n W >Y��W v V) 02 m Q 0 I o m W p U v > U) _ < (/) 0:0 :5 O � W UQ N =JO � � N z c� O � N awll ad r O LO pooa o yoopuoUQgS o in M o to 0 in N 04 0 LOT,2, BLOCKA, VALHALLA SUBDIVISION DESIGN FACTORS: SYSTEM REQUIREMENTS: Three Bedroom Home Pero. Rate: 5 Min./inch Application Rate: 1.2 GPD/SF 5' Wide Trench System Existing 1,250 Galton STEP Tank 3' Drainfield Rock 3 Bedrooms X 150 GPD/1.2 GPD/SF (Application Rate) = 375 SF Absorption Area 375 SF/5 SF/LF'.58 (Red. Factor) = 43.5 LF Trench Length THEREFORE: Construct a New Absorption Trench 44' Long x 5' Wide x 3' Effective Depth at the Location Shown on the Site Plan. Flow Line Elevation in the Trench to be 6.0' Below Original Ground Surface. Total Depth to be 9.0' Below Existing Ground. Provide 3' of Cover Over Trench and 4' Over Tank or Provide 2" of Insulation and 2' of Cover. Maintain 100' Separation From Wells in the Area. Place Ball Valve with Access Tube. Connect Existing Absorption Bed to System for Future Use. Verify Integrity of Existing 1,250 Gallon STEP Tank For Continued Use. Replace if Necessary. Natural Backfill 5'6" Geotextile Fabric 6'(Holes Down) 1" Perforated PVC 3/16" Diameter Holes 30 Holes @ 1.5' 3'0" Drainfield Rock 5' TYPICAL DEEP TRENCH SECTION •.0�7 �•��•r (NO SCALE) •• P......."""""r t NOTE: Grade Area Over Trench to Drain Away. a 49th Minimum 6' Separation From Bedrock....,.�{//}}.....j�.......'�qq......��.. //. Minimum 4' Separation From Groundwater. �!.t`u r•..� G Minimum 100' Separation From Private Wells in the Area. •""';' ..I...ael c1G. eras Minimum 100' Separation From Surface Water or Streams. .�i No. CE4381 Minimum 10' Separation From Water Service Line. ##'%,, +,. "-1. a >t ANDERSON ENGINEERING P.O. BOX 240773 ANCHORAGE,, AK 99524 522-7773 677-7766 FAX MEMORANDUM DATE: April 20, 2008 -I U: Jeff Poet FROM: Mike Anderson, P.E. 1�L SUBJECT: LotZi-,'Blocklr, Valhalla Subdivision Septic System Upgrade Permit We have revised the design to upgrade the septic system on Lot 2, Block 1, Valhalla Subdivision to include a 5' wide absorption trench constructed 10' from the edge of the existing failed system. Placement of the trench in this area will allow the existing bed to remain in place for possible continued use and not require the disposal of contaminated soils. A ball valve will be placed to tie the existing bed into the system. The distribution pipe in the new trench will be constructed 6' below the surface. A waiver request is attached to allow the trench to be 20' from the existing break in grade which varies from 25% to 50% over the length of the trench. The 4:1 slope extended from the edge of the trench at 2.5' above the flow line will daylight a minimum of 35' from the trench. The slope waiver is therefore justified. The soils log completed for the original septic system indicated groundwater at 13' below the surface on May 13 with slightly lower depths on May 15. The bottom of the trench will be 4' above the highest recorded groundwater reading. WAIVER FEES:$ DATE OF PAYMENT: 4I� I Dg RECEIPT NUMBER: _L L19 5 ANDERSON ENGINEERING P.O BOX 240773 ANCHORAGE, AK 99524 April 20, 2008 Municipality of Anchorage Development Services Department On -Site Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 Attention: On Site Services Engineer I z Subject: Lot,2; Block/1', Valhalla Subdivision Separation Distance Waiver Septic System to Excessive Slope Dear On Site Services Engineer: Surface area available on the subject lot for placement of a replacement septic system is severely on the subject lot due the location of the well and various permanent structures. The only available area is 10' from the existing failed absorption bed on the lot approximately 20' from the edge of a slope which exceeds a grade of 25% and drops to the roadside ditch approximately 14' lower. A waiver is therefore necessary to allow the new absorption trench to be constructed within 50' of this break in grade. Placement of the trench at this location will allow the existing absorption bed to remain in place for possible future use. The slope varies in grade from 25% to 50% from the south end of the lot to the north. A cross section of the slope is provided which indicates a minimum of 35' is available before the 4:1 slope daylights. We therefore request the separation distance waiver to the slope be issued. Sincerely, Michael E. Anderson, P.E. Municipality of Anchorage Development Services Department Building Safety Division 1 On -Site Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ek.us (907)343-7904 ON-SITE SEWERIWELL SUBMITTAL COMMENT SHEET TO: Mike Anderson Legal description: Valhalla Block 2 Lot 1 ®Permit ❑C.O.S.A. []inspection Report The attached paperwork has been reviewed and is being returned for the following reasons: 1. flow will contaminated soils be disposed? 2. From your current design a slope waiver will be required. 3. Can bed be moved back away from cutbank at Shenandoah road? Name of reviewer: Jeff Date: April 7, 2008 Please supply the necessary information and re -submit your request. LEAVE THIS FORM ATTACHED TO THE PAPERWORK ANDERSON ENGINEERING P.O. BOX 240773 ANCHORAGE, AK 99524 522-7773 677-7766 FAX March 5, 2008 Municipality of Anchorage Development Services Department On -Site Water and Wastewater Program 4700 South Bragaw Street Anchorage, AK 99519-6650 Subject: Lot 1, Block 2, Valhalla Subdivision Septic System Design and Permit Application Impacts to Adjacent Properties Dear Onsite Services Engineer: The existing absorption system on the subject lot has failed and must be upgraded prior to issuance of a Certificate of On Site System Approval for the property. We are therefore requesting a permit be issued for the upgrade of the septic system to accommodate the three-bedroom home on the lot. No area remains on the property for the construction of a new absorption bed. We are therefore proposing to reconstruct the absorption bed in its current location. All remnants of the existing bed including contamination will be removed and buried on site. The existing septic tank/lift station will be exposed and inspected and verified suitable for continued use. The attached Site Plan and backup documentation identify the location and configuration of the existing and proposed septic system. Also identified on the plans are the locations of the existing well those in the area. No conflicts exist between the proposed septic system and the wells on this or adjacent lots. Drainage arrows are shown indicating the current drainage patterns. The drainage patterns will be maintained after construction. The test hole was placed on the lot when the existing septic system was constructed in May of 1991. This test hole, completed by Tobben Spurkland, P.E., indicated gravelly silty sand was found to a depth of 10' underlain by tight silt. The percolation rate was determined to be 5 minutes per inch. Groundwater was found at 13' below the surface on May 13 of that year. We are proposing to reconstruct the bed in the same configuration as the original design. The new bed will be 43' long by 15' wide with .5' of gravel beneath the distribution pipe. The distribution pipe in the bed will be placed at 2.5' below the surface with the total depth of 5.0' to 5.5'. The original design required 2' of filter sand. The sand layer will be replaced as required to raise the bottom of the bed Lot 1, Block 2, Valhalla March 5, 2008 Page Two to the original design elevation. The ground surface on the lot slopes slightly to the west in the area of the absorption bed. The bed will be placed parallel to the contours of the ground as much as possible and in conformance with design criteria. A minimum of 1 00'will be maintained between all components of the septic system and the proposed well and from any surface water in the area. If the system is constructed in accordance with our design the following statements apply: The system, if constructed as designed, will have no adverse impact on the wells in the area or those to be constructed in the future. 2. The system, if constructed as designed, will have no adverse impact on existing septic systems in the area or those to be constructed in the future. The system, if constructed as designed, will have no adverse impact on reserve space, either surface or subsurface, on any lots located in the area. 4. The system, if constructed as designed, will have no adverse impact on drainage patterns in the area. The current drainage pattern will be maintained. Sincerely, Michael E. Anderson, P.E. Attachments 49: V -'-A.:. E. A\7i. i5C\ Munlclpatity of Anchorage •1� �.r DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG — PERCOLATION TEST PERFORMED FOR: \Y/(#- t4 f', f,J L,� •Vt.A-t4 i'rl. ✓t DATE PERd LEGAL DESCRIPTION: I.t'> I I Fi is 0 Township, Range, Section: Kf= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 COMMENTS I.•4 A►. -Ln i (ENGINEER'S. SEAL)`'( �oa!!�aoLoy/.eeia�.�•.1esef... �l C_, sT j SITE PLAN WAS GROUND WATER I\� () ENCOUNTERED) 5 IF YES, AT WHAT L O DEPTH( P E ELI] L mmn m wme<rne;) MaNtarinpi °C- a11R �_JL1j_ Reading Date Groff Tlme Net Time Depth to Water Net Drop I : S 6� t :IU 3r I.L :AS I • tl7 4,17 .:.v �, d> >.7. PERCOLATION RATE ¢.. (tmnutee/mch) PERC HOLE DIAMETER Y„) TEST RUN BETWEEN 7 FT AND 6 FT PERFORMED BY: ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN 72-008 (Rev. 4451 ted, LLix CERTIFY THAT THIS TEST WAS PERFORMED IN ON THIS DATE. DATE: Municipality of Anchorage Page —]—_of J' DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 • Anchorage, Alaska 99519-6650 Y Telephone: 343-4744 On -Site Wastewater Disposal System and/or Well Inspection Report Permit Numbei��i t? ) U j�° PID Number: O 16 I ,))=' Name: Wastewater System: ❑ New Upgrade Address: ABSORPTION FIELD Phone: 1 1f Y — No. of Bedrooms: ❑Deep Trench ❑Shallow Trench XBetl ❑Mound ❑Other LEGAL DESCRIPTION soil Rating: Total Depth from original grade: % GPD/S.Ft. !"i•-="1 Lot: Block: Subdivision: Depth to pipe bottom from original grade: Gravel depth beneath pipe I 1-1. I i__I- � �. f9�Ft. (.):rY Ft. Township: Range: Section: 71}f 1 a- Fill added above original grade: _ Gravel lengthN I_t j Ft. Ft. WELL: New ❑ Upgrade GreveLdeptln- Number opines: Distancebelween lines: r"..Sofit Ft. ? .I7 Ft. Classification (Private, A�,B,,C): Total Depth: Cased To: Total absorption rea: Pipe material : C__ f I_ ) t V A- .?J&' Ft. / 3 � FL 6- 00 SG. FI. 5, 41 1/ G i2 ✓ c Driller: Date Drilled: Sialic Water Level: Installer: Date installed: Ail-_`>jii 7_q._ "i"l :5.?) Ft. _ � / -'i,� -` r Yield: Pump Set at: Ca sing Height Above Ground: TANK /Old 1 . U GPM P-1-5Ft. Pt. SEPARATION DISTANCES ❑Septic El Holding S.T.E.P. To Septic Absorption Lift Holding Public/Private Manufacturer:11 Capacity in gallons: From Tank Field Station Tank Sewer Lines (,� I [t"� V� I,z") L� Well Material: Number of Com) partments: Surface ��l/i1- N�/-i LIFT STATION water Lot C., Size in gallons: Manufacturer: Line i - Foundation ` kp "Pump on" level at: "Pump off' level at: High water alarm at: Curtain 1A- N ��- Pump Make B Model Electrical Inspections performed by: Drain Remarks: BENCH MARK ( f r Location and Descr plion:', Oyu Assumed Elevation: ENGINEER'S SEAL S ��SBgn Inspections performed by: Dates: 1st 2nd a� It - hand as Wr- Department of HeaKh and Human Services approval Reviewed and approved by: Date:g 72-013 (1/91) MOA 25 Permit No. Page '_Q_ of Municipality of Anchorage 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 Legal Description: PID No.: i 1 n 11 _. ...-. .SYR _....._. ._... _. _... _... ... 7 72-013 A 12/91) MOA 25 PAGE 1 OF 1 MUNICIPALITY OF ANCHORAGE r dpzrl 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 (UPGRADE) PERMIT PERMIT NUMBER:SW910161 DESIGN ENGINEER:TOBBEN SPURKLAND, P.E. OWNER NAME:DUNCAN CHARLES M & OWNER ADDRESS:8225 OLD SEWARD HWY ANCHORAGE, AK 99518 PARCEL ID:01521225 LEGAL DESCRIPTION: VALHALLA BLK 2 LT 1 SEC 22, T12N, R3W, SM LOT SIZE: 22000 (SQ. FT.) NUMBER OF BEDROOMS: 3 THIS PERMIT: 3 THIS PERMIT IS FOR THE CONTRUCTION OF: DISPOSAL FIELD / WELL SYSTEM ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH: DATE ISSUED: 6/19/91 EXPIRATION DATE: 6/19/92 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 FOLLOWING SPECIAL PROVISIONS. SPECIAL PROVISIONS: INSTALL PER REVISED PLANS SUBMITTED 7/1/91. NOTE THAT SEPARATION TO BLUFF IS WAIVED TO 35', AND THAT THE ABSORPTION BED WILL BE INSPECTED 6 MONTHS FOLLOWING INSTALLATION TO VERIFY INTEGRITY. SHOULD THIS SYSTEM FAIL A HOLDI TANK WILL BE NECESSARY. gvl. �si 2 RECEIVED BY: ��✓�L�l�h a DATE:��__ ISSUED BY: ���/�L�j� DATE: 0 RECEIVED JUL 1 1991 Municipality of Anchorage Delt. Health & Human Services NNN; �' � -1 � " 111, — . I I- L- �'� 1� I te ?"ld V 1 9 7 "i I) 1.1il ;' K11- 1_1 0- "1 1 Fj� t' ?"ld V 1 9 7 "i I) 1.1il ;' K11- 1_1 0- "1 1 Fj� t' �\°��[y�[� ~ ~ ~ Pi[[|VL[/ QD�0�0QH(V0 AVCU08AG[`(-,ViMAYY51)2'3Y04 (0107)20p,'51111� ]UL 1991 k1onivipaityo(Anchorage Dopi�Heu|th&Human So `uoo ��P��C SYSTEM QE���0 ',' �L� 0 f'� 2- ���H A- F - L. dA E� El %3 lu - WAN SUUK DUNCAN No Impervious Laycr to 16 ft, Oround Water afi Use Standard �ed 3�ii �ating�rom test May 1J, 1�91 5 mio/in = 0.8 ga�/ft day Rcquired Area per Dedroom: 1�0/8 = 1�75 sqft Number of Oedrocms Required 6ed Area i87.� x 3 = 5625 ftsq Use 15 x 40 = 600 fts1 use 2 +tof sand as filter Minimum Cover 3 ft 6 inchey of rock ��SlrE�A C' 0M- F h 0-�8.1:rc g:* T 1 Y3 M STEP SEPTIC TANK 1250 GAL" BED 15 X 40 & 5.5 * FT. OF FILTER SAND 6 INCHES OF ROCK The insial�ation of this well and sep�ic system will not impacL adjacent }otsThe well location conforms to tke sitixq of the existin� wells in ��e area, and will not prevenL thc aUiacen� |ot o�ners frnm dcvelopin� these lots or replacing the existing Septic System Design |oi l Glc,ck 2 ;al)halla Su�� sep�i.sysLeo�� D[/~�y\/[�� [�[�[)V[�� . JUL1Q'�1 ov�~ —� Municipality otAnchorage Dept. Health & Human Services |h�` i/'stallation not preven1 wclls �rc/n bo i���talled on �hc adjacent lots. |here are no develpped or natural surface / sub surface drainage courses on this or ihe adjacent lots T|c proposed �ept�c system xill not c�anga t|�e qeneral slope o� 1hs �rea, Pcndiog end/or ccncentration of surface ruooff will /m� rss��lt �rom this installation |l/n absoridion field will �e located less than �0 �eet �rom an cmbaokmpnt steeper than 25�We requpst a waiver from the re- guire�� mu/l jack from slopes sieeper tha� 25% due Lo the fact that oo other site is available, an� that surfaclnV c�/ w.^�er f/-om U/e absorption f�nld is �'ig��ly unlikel� �npti� Systeo' Desi�n Lnt � 3!ock � Vall!.a�la Subd PAGE 1 OF 1 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 (UPGRADE) PERMIT PERMIT NUMBER:SW910161 DESIGN ENGINEER:TOBBEN SPURKLAND, P.E. OWNER NAME:DUNCAN CHARLES M & OWNER ADDRESS:8225 OLD SEWARD HWY ANCHORAGE, AK 99518 PARCEL ID:01521225 LEGAL DESCRIPTION: VALHALLA SLK 2 LT SEC 22, T12N, R3W, LOT SIZE: 22000 (SQ. FT.) NUMBER OF BEDROOMS: 3 THIS PERMIT: 3 THIS PERMIT IS FOR THE CONTRUCT� OF: DISPOSAL FIELD / WELL SYSTEM ALL CONSTRUCTION MUST BE IN AC ORDANCE 1. THE ATTACHED APPROVED 2. ALL REQUIREMENTS SPECI 15.55 AND 15.65 AND T REGULATIONS (18AAC72) 3. THE FOLLOWING SPECIA SPECIAL PROVISIONS: RECEIVED BY: ISSUED BY: DATE ISSUED: 6/19/91 EXPIRATION DATE: 6/19/92 1 WITH: DE IGN. F ED IN ANCHORAGE MUNICIPAL CODE CHAPTERS H STATE OF ALASKA WASTEWATER DISPOSAL AND DRINKING WATER REGULATIONS (18AAC80). PROVISIONS. Ata e�c�� r 5 AL1' Tv G� //o/ 1/770 DATE: 20 C DATE: l � . 1 . 4 b I" q!R-4 utK_e IOA I ) YA. q~ 875lT0UDN0BLVD, ANCHORAGE, RIOKAYY502-3YM (?071 248-509.5 SEPTIC SYSTEM DES I GN ys a -a c ;v :x 1; d&0 it 111-0 al E3 0 lj ly~ NANSUUK DUNCAN No Impervious Layer to 16 ft Ground Water at 13 ft Use SLandard Trench Soil Rating. From test May 15, 1991 5 min/in = 1.2 gal/ft day RequireJ Area per DeUroow 150/ = 125 sq.ft.. Finished Floor Flevation Lowest Floor 10S Foundation Clean Out Elevation W. " -.� Gl 3uri�ace at Absorption I ield 100 Ground WaLer aL Soparation Distance Less Cover Rock Depth Number of 8edrooms Length o[ Trench 3eptic Svstem Des�gn Lot 1 Glock � Vallha1la Subd pq.1 125 x 3/ (2x4> = 47 ft. SYS, -0- E7-0 F':GW� I 13UR AT I a3a%k STANDARD TRENCH TOTAL LENGTH TOTAL DEPTH ROCK DEPTH COVER SEPTIC TANK 1#00 GAL. ABANDON EXISTING SYSTEM PUMP AND CRUSH EXISTING TANK PUMP, CRUSH, AND BACKFILL EXIST1146 PIT The ins1allation of th1s �el� and septic system will not impact adjacent I The well location conforms to the siting of the exisLing wells in the area, and will n"t prevent the adjacent lot owncrs from developing ts or replacing tke existing septic systems The installation of this septic system will noL prevenwells from be iosiaileJ on t�e adjacent lots T|�e/e are no de�elope� or natural surface / suI 1 surface drainage courses on this or the adjaccot loLs, The proposed septic system will not cKange Lhc general slop� o+ the area. �ond�ng and/or conccntrit, ion of surface runoff will not resu]t from this installation. The a�sorption �ield will �c located less than 5t feet from an embankment steeper than 25%. We request a waiver from the re- quiret minimum i� et back from slopes steeper than ue �o the fact that no oLher siLe is available, and t�at surfacing of water from the absorption ficld is higy unlikel�. Septic 3ystm Design Lot l Block 2 ;allha]la Su�d pg.2 i (EN61NEER'$ SEAL) Municipality of Anchorage s DEPARTMENT OF HEALTH &HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG — PERCOLATION TEST PERFORMED FOR: Nllo-w oil ��, X)L.:_..vt1_LL11 DATE PER LEGAL DESCRIPTION: [,e) I I?l V Township, Range, Section: L .!,�, I I r)_t-1y DEPTH I V4)— tA, AI.-I._A SLOPE SITE PLAN 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 COMMENTS PERFORMED BY WAS GROUND WATER A l ENCOUNTERED? 1� IF YES, AT WHAT DEPTH? Depth to Water Allerr., Monitoring? Sr.� Date: �irI Reading Date Gross Time Net Time Depth to Water Net Drop ._i 1 L 10 I - l� i �l �✓ �,.�� 7-7_ PERCOLATION RATE (minutes/inch) PERC HOLE DIAMETER LS1 TEST RUN BETWEEN 7 FT AND t> FT ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN 72-008 (Rev. 4/85) CERTIFY THAT THIS TEST WAS PERFORMED IN ON THIS DATE. DATE: I I ­111_&�.-_-- "- i ;I" - nz 16"-- - - : ��AM41'q tj�' . _ " . ll'i't - - i') Ira, '*LIX I IIJBIRF'N S FlUki'll L'5 1 1) 1 t I I I t' .10 1 A I lill 11 lL el. LI Al, .!)l "', "' "D P� I , N" V , "AX Y. i, V . . . . . . I SI It i.1 -fill lJ Celt t9o. ".1-1'li r.iV I ­111_&�.-_-- "- i ;I" - nz 16"-- - - : ��AM41'q tj�' . _ " . ll'i't - - i') Ira, '*LIX I IIJBIRF'N S FlUki'll L'5 1 1) 1 t I I I t' .10 1 A I lill 11 lL el. LI Al, .!)l "', "' "D P� I , N" V , "AX Y. i, V . . . . . . I SI It i.1 Nrpo ttII �ktJ jb�j, L tra P6. V 4 -ii E,tv N rA Ill VF !:I el V YIII MMUrs 6 1 M V -0 "1 v In! I V",,; tl P[L, i S til, Won Vui!� town I.I AUT T I !I 4 feet op & Ott Ra - - - - - - - - - - - - - - - - I --T-1-70 WWWRINK-1.0,011- Fl.K. - - - - - - - - - - - - - - - i" 6?�.A DMIND N."I",l), i.,. ° °I I. ANUL WC 99502-2901 .. .... ., .., , ..^. __. ... .._. ..�. .:.�� .[.I1 s� .. I -~Tz x I . I I q in 0 -11140111 9-"~0.. 6751U�DRUM BLVD. ANOl8kAriE/995$2-3904 SPECIFICATIONS FOR SEPTIC SYSTEM INSTALLATION LOT 1 BLOCK 2 SEC 22 T12N RAW 1.0 GENERAL 11 Owner is #ansook Duncan. 8225 Old Seward Highway. Fhone 344-5511. 1.2 Engineer is the person or entity hired by the Owner to inspect this project. The Engineer must be recognized by the Municipality of Anchorage, Department of Health and Human 'Or vices� 1.3 Contractor is the person or entiiy hired by the owner- to wnerto install this projrct� The Contractor must be recognized by the Hunicipality of Anchorage, Department of Health und Uuman Se/vices 1The Dra�jings, sheets 1 tirough 3, shall be part of t|'is specification. 15 All /oaterials and workmanship shall meet the require- ments of the Municipality of Anchorage, Department of Health and Hu/oan Services, the conditions of the permit, and all applicable rules and regulations currently in eTfect� 1.6 All excavation depths are advisory, and are to be verified and may he modified in the field hy the Engineer.. 1I7 Q is tke responsibility of the Owner or the Contractor L" adhere to thy approved design, to verify that the speci- fied separation distances are met, and that the reguired inspzctions are performed. 1.3 The Contractor or the Owner shall report to (ke Engi- nrrr any observed condiiion which would put the sepiic system in violatiwo of 2tate or Municipal regulations. 2.0 SEPTIC TANK 2�1 The existing sepLic tank shall be pumped and crushed, The existinu crib shull also be pumped and crushed. 7herc may bc an undocumented leach field. If on, this leach fiel(l shall also be pumped. 22 A new septjc tank shall be one fabricated by either Anchorage Tank and Welding or by Greer Tank 5pecificaLions +or soptic systam installaLion Lot 1 8lo�k 2 Val|�alla The septic tank shal} be a UPC -approved two-compartme�L tank, cnnstructrd of 12 gauge, or better, steel with bitu mastic coatin4. The Lank shall be set level on undisturbed sojl.The tank sha]l be covered with the eguivalcnt of four feet of soil. 2.3 [he septic tank shall be insialled a minimum Of five feeF From the house foundation and a minimum of five 4eet from the absorpti»n area� 2�4 The septic tank shall be a minimum of 100 feet from any we1l serving a single residence; 100 feet from any body of I'!ater, creeks or drainage ditches with flowing water1 150 feeL from Class "C" wells, and 200 feet from Class A or Class 8 wellsn 25 Al] pipe connections to the tank shall be mechanical waI:ertigWt calder couplings. Cleanouts shall be installed as dcsignated and capped with air -tight rain caps. Clpan- oul-s shall axtenJ a minimum of 12 inches above final ground e}pvati(jn. Provisions shall be made for landscaping and iwPoriation if topsoi], 3.0 ABSORPTION FIELD 3'1 Gravpf osed in thc absorption field shall be 0.3 to 2.5 inch screened rock, with less than 3% passing Me No. 20k") sieveN 3�2 3and, used {or leveling or for filier1n§, shall have an rffective qrain size between No. 40 sieve and No. 18 sieve. Uniformiiy roefficicnt shall be less than A. Not more than 3% bv weight shall pass the No. 200 sievo., 33 1 010 periorated pipe shall be ASTM '81O. For pres- sure distribution, pipe shall be Jchedule 40 PVC or ADS, 3.4 Solid 0 -inch pipe shall be Cast lroo or ASTH D3034 35 Monitnr standpipes shall be installed as shown, ThaL section o{ tle pipe pcnuLrating the gravel shall be perfo- rateU, eil-her by drilling 0.5" holes on 6 -inch centers or by joining it secijom of F810 perforated pile to a so!id section of pipe 36 Geotpxtjle Wall be Miraii 140. 37 Insulation shall be extruded direct burial polystyrz:e. Uow Chemical Styrofoaw Hl 4Y 3.8 Topsoi1 shall be a mixture of 40-60% organic maUer, it and more that 20% silL. All quantities are measured by volume. Fpecificationz wr septic systum installation Lnt l Block 2 Valhal}a pq.2 3,9 Grass seed shall be Kenb/cky bluegrass 4.O lNIS T&LLATION 4.1 Locate all underground uLilities, property lines, future driveways, existing or proposed watar wells, water ways, our fuce and nub surface drainage facilities, lakes, ponds, and al1 other faciliLies reguiring separation c|is- It. nces from the proposed neptic system. Notify Owner or Engineer of any observed possible conflict, �! 1 2 � Itake al. ignFri eot of system with markers showing Phe proLective distances from Wls and water bodics. 4.3 Establish an elevation benchmark. This BH shal1 be easjly ide"tifiablP, stable and permanent. An ar5itrary elevation of 100 can be assigned.. 414 Install the tank as shown on the drawings. Record Lhr i"lci and outlet elevations of the tank. Tank shall be pld on unu|isturbed native soil. 4"5 Fxcavate tha absorptipn field. Dottnm of excavation shall be level and scarifjed. If sidewa1)s smears, t hev shall also be scuri[ieU. Record zleva1ion of beginning, 1111ddle and end of trench. 4. 6 Place tKe rock to the depth specified. Do not contami- nate roc� with native materials or spoils from the excava- tinoLevel t|e roc: surface before installing Thu perforatcd pipe. 4.7 lnstall the distribution pipe. Record the elevation of each joint. !-or pressure system solvent weld the joints. 4 '8 Cover Lhe distribution pipc with rock, and cover IW excavalion with geotextile hefore backfilHng and placing insulation, if required� 4�� R'ecord the finished ground elevation aK the bcginning, middle and told of trench. Record the finish ground e(cva- tion at each corner and at the midpoint of the bed, 1.10 Furnish a copv of all survey notes to the Engineer. 5.0 INSPECTIONS b"1 A minimum of tiree inspectiwns are rcwt irad. 1 first inspection will be of The open excavaLion. At this iifile the sriil col Ill itions will be ohserve6 and compared to the design a' Ground water ronditinns or presence Y f bedrock wi]l be verified� �)perif1 cations fo septic system insta1lation i'it j III (It 2 Va]hal}a The seo�nd i//spection wil1 be all placemnt of graval. s�andpipes, 0istribuLion pipiog, tank(s) and other compo- ncnts as specifipd . �he L|�ork! inspectimn will bo after compleLicn of UAc work Any Tori ciencies *ill be noted and the Contractor noLified, Such deficiencies shall be corrected within ten days. 5,2 All elMCI riCal work requires eithcr an MDA elcctriCal inspection or crvificaLioo by an licensed eiectrician. SubmiL 131of of insyecti(if or certificaLi(in to Lhe Engineer. 5.3 Submi�: catalog data of all *echanical equipment. J.4 Noify Engineer at least 24 hours jn advance of beqin- niog aoy work 3pec1{icuVious for septic Lal1ation Lot i Block 2 Valhalla pg.4 � 3pec1{icuVious for septic Lal1ation Lot i Block 2 Valhalla pg.4 INSPECTION REPORT MUNICIPALITY OF ANCHORAGE, BUILDING SAFETY DIVISION 3500 EAST TUDOR ROAD INSPECTIONS (907) 563-3464 INFORMATION (907) 786-8211 NAME STREET ADDRESS LOT / BLOCK / - SUBDIV. / PERMIT NO. /PHONE - / DATE - FOOTING FOUNDATION BOND BEAM FRAMING INSULATION SHEETROCK STRUCT. FINAL OTHER ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ELEC. TEMP. ❑ PLBG. UNDGR. - ELEC. SERVICE ❑ PLBG. ROUGH - ELEC. ROUGH'j ❑ GAS TEMP. ELEC. FINAL ❑ GAS OTHER ❑ MECHANICAL MECH. FINAL FIRE FINAL ❑ PLBG. FINAL ZONING ❑ OTHER ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ED NO NONCOMPLIANCE OBSERVED O WILL REEXAMINE AT NEXT INSPECTION ❑ CORRECTIONS ESSENTIAL AS EXPLAINED BELOW ❑ DO NOT CONCEAL UNTIL REINSPECTED COMMENTS INSPECTOR DATE WHEN CORRECTIONS ARE MADE, PLEASE CALL FOR INSPECTION DO NOT REMOVE THIS NOTICE 84-002 (Rev. 11/87) O~h Or ~,.~:~'[ .7--'-~--'.?/, ~OvbJic ~u~p~y CASINO{ {LICk-u~.~,it. Diem: ~ _ In ~e~O~L~ ~open hole VOlum~ uac~lt~}eP~h to top:. Oato ~u~ Inltelied ~el~ dieinfected up~ com~Io~ion~ EAG£~ ~IVER, h~, 99577 Municipality of Anchorage Development Services Department " Building Safety Division Onsite Water and Wastewater Program ` 4700 Elmore Road P.O. Box 196650 Anchorage, AK 99507 t=� www.muni.org/onsite (907) 343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. 015-212-25 1- GENERAL INFORMATION' COSA# NIGG Expiration Date: .1 D __. - 18_—jam a:? zy j Complete legal description Lot 1, Block 2, Valhalla Subdivision Location (site address) 4301 Huffman Road Anchorage. AK 99516 Current Property owner(S) David and Tressa Bryson Day phone Mailing address P.O. Box 111996 Anchorage, AK 99511 Lending agency Day phone Mailing address Real Estate Agent Day phone Mailing Address Unless otherwise requested, COSA will be held by DSD forpickup. 2. NUMBER OF BEDROOMS: Three (3) 3. TYPE OF WATER SUPPLY. TYPE OF WASTEWATER DISPOSAL - Individual Well (] Individual On-site I] 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 Onsite Systems Approval (COSA) based only upon the representations given in paragraph 4 by an independent professional civil engineer registered In the State of Alaska. Certificates of On -Site Systems Approval are required for the transfer of title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or water supply system. DSD also issues COSAs upon request to homeowners. Certificates of On -Site Systems Approval are valid for 90 days from the date of issue for properties served by a private or Class C well and may be reissued with new water sample results. (Certificates may be reissued for a period of up to one year with valid water samples.) Certificates are valid for one year for properties served by Class A or B wells or a public water system. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 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 Onsite Systems Approval Guidelines for this application, shows that the on-sfte 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-sfte water supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effectat the time of installation. Name of Finn Anderson Engineering Phone 522-7779 Address P.O. Box 240773 Anchorage, AK 99524 Engineer's Printed Name Michael E. Anderson, P.E. S. DSD SIGNATURE _J,�pproved for .3_ bedrooms. Disapproved. Conditional approval for n..tP 7/6/2008 bedrooms, with the following stipulations: Attachments: COSA Checklist X Septic System Advisory Well Flow Advisory Nitrate Advisory Arsenic Advisory Maintenance Agreements Supplemental Engineer's Report Other By: Original Certificate Date: 7-- 8 — 09 2,5 ez« nasi g — Municipality of Anchorage '•• �y . Development Services Department Building Safety Division ' Onsite Water & Wastewater Program 4700 Elmore Road P.O. Box 196650 Anchorage, AK 99507 www.muni.org/onsite (907)343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL'CHECKLIST Legal Description: Lot 1, Block 2. Valhalla Subdlvlslon Parcel ID: 015.212-25 A. WELL DATA Well type Prwate If A, B, or C provide PWSID #_Well Log (Y/N) N Date completed 719/1991 Sanitary seal (Y/N) Y Wireserl ro p p y protected (YM) Y Total depth 138 S Cased to 138 ft. Casing height (above ground) >18 in. FROM WELL LOG AT INSPECTION Date of test 71911991 4/19/2006 Static water level 53 ft. 42.4 ft, Well production 20 g.p.m. 4.5 g.p.m. WATER SAMPLE RESULTS: Coliform --L—colonies/1 00 mL Nitrate N/D mg/L Other bacteria 0 colonies/100 mL Arsenic: N/D ug/I Date of sample: 4110106 Collected by: A. Harela B. SEPTIC/HOLDING TANK DATA Tank Type/Material STEP/Steel Date Installed 7/15/1991 Tank size 1.250 gal Number of Compartments Three Cleanouts (Y/N) Y Foundation cleanout (Y/N) Y Depression over tank (Y/N) N High water alarm (Y/N) Y Date of pumping 08/2007. Pumper Northland Pumping C. ABSORPTION FIELD DATA Date installed 619-26109 Soil rating (g.p.d./ft` or ftZ/bdrm) •8 GPD/SF System type Deep Trench Length 1 63 ft. Width P ft. Gravel below pipe 6 fL Total depth to R. Eff. absorption area 756 ft2 Monitoringtube Y _ Depression over N Date of adequacy test New ConsL Results (Pass/Fail) For bedrooms Fluid depth in absorption field before test in. Water added gal. New depth ,m, Elapsed Time: min. Final fluid depth in. Absorption rate >= g,p,d, Any rejuvenation treatment (past 12 mo.) (Y/N & type) N If yes, give date 1 D. LIFT STATION Date Installed 7/15/1991 Size in gallons 250 Manhole/Access (YIN) Y 'Pump on' level at 46 in. 'Pump off" level at 43 in. High water alarm level at 6o in. Datum Bottom of Tank Cycles tested 5 Meets alarm & cirwit requirements? Y E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: I Septic tank/lift station on lot >100• On adjacent lots >100 1 Absorption field on lot >100• On adjacent lots >100• i Public sewer main NIA Public sewer manhole/cleancut N/A I Sewer/septic service line >25 1' Holding tank N/A Animal containment areas Nona Manure/animal excrete storage areas None SEPARATION DISTANCES FROM SEP71CIHOLDING TANK ON LOT TO: Building foundation >V Property line>S Absorption field >6' Water main N/A Water service line >70• Surface water >100 Wells on adjacent lots >100• SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line 7"' Building foundation >10• Water main >to' Water Service line >10• Surface water >100• Driveway, parkinglvehicle storage >2S Curtain drain None Noted Wells on adjacent lots >100• F. COMMENTS: See Lot Line Waiver. G. ENGINEER'S CERTIFICATION I certify that 1 have determined through field inspections and review of Municipal records that the above systems are in conformance with MOA COSA guidelines in effect on this date. Engineers Printed Name Michael E. Anderson. P.E. Date 716r200e COSA Fee $_ Date of Payment Receipt Number (Rev. 11/05) Waiver Fee $ _ Date of Payment Receipt Number *.• 4918 DIEL e.WOMON CE�4381 30' r'0 a O GASTALDI LAND SURVEYING, LLC JEFF A. CASTALDI. R.L.S. 2000 E. DOWLING RD.. SURE 6 ANCHORAGE, ALASKA 99507 PHONE 248-5454 GRID DATE 2736 7/18/2008 F.B. JOB NO. 08-05 VS12 P-644 VALHALLA SUBDIVISION LOT 1, BLOCK 2 21,918 S.F. SY SHOP S 89.59'00"E 200.00' LIFT T STATION • MON. TUBE SY I I -) I A.C. PAVING DECK n[a I FENCE (APx) SY. DECK N.0' CJ�T BUILDING 4 Q EXISTING I STOOP I I A.C. PAVING c o I n • I S 89.59'00"E 180.02' O u7 z HUFFMAN ROAD I HEREBY CERTIFY THAT I HAVE SURVEYED THE PROPERTY DEPICTED ABOVE AND THAT NO ENCROACHMENTS EXIST EXCEPT AS INDICATED. IT IS THE RESPONSIBILITY OF THE OWNER TO DETERMINE THE EXISTENCE OF ANY EASEMENTS COVENANTS OR RESTRICTIONS WHICH DO NOT APPEAR ON THE RECORDED SUBDIVISION PLAT. UNDER NO CIRCUMSTANCES SHOULD ANY DATA HEREON BE USED FOR CONSTRUCTION OR FOR ESTABLISHING BOUNDARY OR FENCE LINES. ANCHORAGE RECORDING DISTRICT. ALASKA NOTE; NO CORNERS SET THIS DATE 3 **tt■\1 OF q +1 .♦�P��;,......,� Cos �. • � t •49IH • • *�1 �.leHery A. G ,mid1i . g .•• 60 1 o� r • pry/l$SionD\LCn'..• 11=.Jo, Municipality of Anchorage ,• Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 Elmore Road P.O: Box 196650 Anchorage, AK 99507 www.muni.org/onsite (907) 343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL FOR A SINGLE FAMILY DWELLING' Parcel J.D. 015'212-25 1.. GENERAL INFORMATION Complete legal description Lon 1, Block 2. Valhalla subdivision Location (site address) 4301 Huffman Road Anchorage, AK 99516 COSA # Qj bO Expiration Date: _r. - I S O R Current Property owner(s) David and 7ressa Bryson Day phone Mailing address P.O. Box 111996 Anchorage, AK 99511 Lending agency Day phone Mailing address Real Estate Agent . Day phone Mailing Address Unless otherwise requested, COSA will be held by DSD for pickup. CfkIS: TMm'(3) 3. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well Q Individual On-site ❑i 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 Onsite Systems Approval are valid for 90 days from the date of issue for properties served by a private or Class C well and may be reissued with new water sample results. (Certificates may be reissued for a period of up to one year with valid water samples.) Certificates are valid for one year.for properties served by Class A or B wells or a public water system. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 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 Onsite 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 Anderson Engineering Address P.O. Box 240M Anchorage, AK 99524 Engineer's Printed Name Michael E. Anderson. P.E. 5. DSD SIGNATURE Approved for bedrooms. Phone 522-7779 Date 4x2=0 ) MICHAEL E. ANDERSON Disapproved. Conditional approval for bedrooms, with the following stipulations: o P ,- Attachments: COSA Checklist X Arsenic Advisory Septic System Advisory Maintenance Agreements Well Flow Advisory Supplemental Engineer's Report Nitrate Advisory Other By; o-'/— Original Certificate Date: (Rev. lift) Municipality of Anchorage Development Services Department Building Safety Division On ite Water & Wastewater Program 4700 Elmore Road P.O. Box 196650 Anchorage, AK 99507 www.muni.org/onsfte (907) 343-7904 CERTIFICATE OF Legal Description: Lot 1 A. WELL DATA Well type Private Date completed 719/1991 Total ri (t. tae ft SYSTEMS APPROVAL CHECKLIST Parcel ID: 015-212-25 If A. B, r C provide PWSID # _ Well Log (Y/N) Sanitary seal (Y/N) Y Wires property protected (Y/N) Y Cas to 136 ft. Casing height (above ground) >19 .in. FROM WELLILOG 'AT INSPECTION Date of test 7/9/1991 4119=08 Static water level 53 I ft. - 42.4 1L Well production 20 g.p.m. 4.5 9 - p.m -WATER SAMPLE RESULTS: Coliform --L-colonies/100 mL Nitrate N/D mg/_ Other bacteria 0 colonies/100 mL Arsenic: NID ugA Date of sample: 4/10ro8 Collected by: A. t+areta B. SEPTICIHOLDING TANK DATA T-nk Tyae/Material _ STEP/Steel . _. DatA iistalled 7/15M9o1 Tank size 1.250 gal. Number of Compartments Three Cleanouts (Y/N) r Foundation cleanout (YIN) Y Depl ssion over tank (YIN) N High water alarm (YM) Y Date of pumping 0erm07 Pumper Northland Pumping C. ABSORPTION FIELD DATA Date installed ""' Soil rating (g.p.d./ t2 or fe/bdrn)1.2 GPD/SF System type SWide Trench Length 44 ft. Wisdth 51 IL Gravel below pipe 3 ft. Total depth e fL Eff. absorptil n area Seo f? Monitorin tube Y _ Q g Depressionoverfield N Date of adequacy test New Const. I Results (Pass/Fail) For _ bedrooms Fluid depth in absorption field before t t in. Water added gal. New depth in. Elapsed Time: min. Final fluk depth in. Absorption rate >_ g.p.d, Any rejuvenation treatment (past 12 mol (Y/N & type) N If yes, give date D. LIFT STATION 7/15/1991 y Date installed Size in gallons zso Manhole/Access (YM) 'Pump on' level at 46 in. 'Pump ofr level at 43 in. High water alarm level at s0 in. Datum Bottom of Tank Cycles tested 5 Meets alarm 8 circuit requirements? y E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tankAift 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 NIA Sewer /septic service line >25' Holding tank N/A Animal containment areas None Manure/animal excrete storage areas None SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation >S Property line >5' Absorption field >6 Water main WA Water service line >t0' Surface water >10(r ^ Wells on adjacent lots >100' i SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line >117 Building foundation >10' Water main >10 Water Service line >t0' Surface water >100' Driveway, parkingtvehide storage >26 Curtain drain None Noted Wells on adjacent lots >100' F. COMMENTS: New 81Mde Absorption Tranch to be ConsWcted by June 15. 2008. G. ENGINEER'S CERTIFICATION�Pr.+ I certify that I have determined through field inspections and I`µagtn sio review of Municipal records that the above systems are in 77—� conformance with MOA COSA guidelines in effect on this date. ;•s c�: 4iC11AEl Engineers Printed Name Michael E. Anderson. P.E. �� J : No. cr-4381 1! Date4120120oe too �'0!'CsstO'..• ' COSA Fee $ J J �' S� WerFee S Date of Payment -4 2 I'Q� / l a 2 0a Date of Payment Receipt Number 61 5J Receipt Number /d Y02 C�5 (Rev. 11105) • MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & HUMAN SERVICES{ Division of Environmental Services On -Site Services Section P.O. Box 196650 Anchorage, Alaska 99519-6650 343-4744 CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. # 2)'b –/- - — -/�L�_ 1. GENERAL INFORMATION Complete legal description I,9-- V HAA # "R9_Q 0 l 01 L Location (site address or directions) jt mai Property owner tllG (ilall-e S N'Cu l (_�L-� p Day phone � y Mailing address �,�'dS nloc� Lending agency Mailing add Agent —6 Address v0 Unless otherwise requested, HAA will be held for pickup. 2. NUMBER OF BEDROOMS: 3. TYPE OF WATER SUPPLY: Individual well Community well Public water Day phone Day phone NOTE: If community well system, provide written confirmation from State ADEC attest- ing to the legality and status of system. 4. TYPE OF WASTEWATER DISPOSAL: Individual on-site Holding tank Community on-site Public sewer NOTE: If, community wastewater system, provide written confirmation from State ADEC attesting to the legality and status of system. 72-025 (Rev. 1191) Front MOA 921 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 of this Health Authority Approval application 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 furtherverify 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. QZ 11 -.;? t Name of Firm 1 0 ��' Pig SVS r%��RI tGPhone 1 `t Address Engineer's signature 6. DHHS SIGNATURE Approved for bedrooms. Disapproved. Conditional approval for Additional Comments Date / %c7 21 bedrooms, with the following stipulations: 11ITIC The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health Authority Approval Certificates based only upon the representations given in paragraph 5 above by an independent professional engineer registered in the State of Alaska. The DHHS does this as a courtesy to purchasers of homes and their lending institutions in order to satisfy certain federal and state requirements. Employees of DHHS do not conduct inspections or analyze data before a certificate is issued. The Municipality of Anchorage is not responsible for erri ors or omissions in the professional engineer's work, 72-025(RaV. 1/01) Back MOA 021 Municipality of Anchorage Department of Health & Human Services HEALTH AUTHORITY APPROVAL CHECKLIST Legal Description: �/ �/1 ��ca Parcel I.D. U/U J - A. WELL DATA Well type If A, B, or C, attach ADEC letter. ADEC water system number Log present (Y/N) Date completed `' Cl ) ( Driller Total depth Cased to —Casing height Sanitary seal (Y/N) Date of test Static water level FROM WELL LOG 4 `1( Wires properly protected (Y/N) Well flow 0 g.p.m. Pump level ?'1), SEPARATION DISTANCES FROM WELL TO: AT INSPECTION MUNICIPALITY Of ANCHORAGE ENVIRONMENTAL SERVICES DIVISION f=C13 19 1992 9 -P.M. � ®p� ZECEI V ED Septic/holding tank on lot 1 V 9 ; On adjacent lots /t' 6 / Absorption field on lot i q U ; On adjacent lots / Public sewer main �� 11 Public sewer manhole/cleanout Sewer service line � % f .S Petroleum tank WATER SAMPLE RESULTS Coliform Nitrate Other bacteria x / `Z Date of sample: �` `r Z- Collected by: �- B. SEPTIC/HOLDING TANK DATA 7 Date installed / / `!/ Tank size r� /, J o Compartments 0- Cleanouts (Y/N) Foundation cleanout (Y/N) / Depression (Y/N) L/ High water alarm (Y/N) Date of pumping Alarm tested (Y/N) x Pumper SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK TO: Well(s) on lot 1 On adjacent lots %UD To property line �' Absorption field Surface water/drainage�� 72-026 (Rev. 7/91) Front Foundation-� Water main/service line CONTINUED ON BACK PAGE C. LIFT STATION Date installed j/� � Manufacturer Size in gallons Lz) �) Manhole/Access (Y/N) Y Vent (Y/N) "Pump on" level at "Pump off' level at �> High water alarm level Meets MOA electrical codes (Y/N) SEPARATION DISTANCE FROM LIFT STATION TO: Well on lot /() /( On adjacent lots D. ABSORPTION FIELD DATA Cycles tested CK -4 / Surface water / &b / Date installed % �/) / Soil rating t`>. System type r Length C`y Width ` Gravel thickness �° i1 Total depth ' 't Total absorption area r"- 0- tJ Cleanouts present (Y/N) YZ/ t Depression over field (Y/N) Results (pass/fail) Date of adequacy test F/ for Peroxide treatment (Pas( 12 months) (Y/N) �' If yes, give date SEPARATION DISTANCE FROM ABSORPTION FIELD TO: t Well on lot f q f> On adjacent lots I (9-e i - Property line I To building foundation � S V To existing or abandoned system on lot 64-' On adjacent lots )0b ( Cutbank Water main/service line �6 CI ,�. Surface water 1 bei (` Driveway, parking/vehicle storage area Curtain drain E. ENGINEER'S CERTIFICATION bedrooms 1 certify that I have checked, verified, or conformed to all MOA and HAA guidelines in effect on the date of this inspection. Signature Engineer's Name Date 1 ( Cl Z_ U HAA Fee $ Waiver Fee: $ Date of Payment j Date of Payment Receipt Number ��7 8� 8T— Receipt Number 72-028 (Rev. 3/91)Back MOA 21 MUNICIPALITY OF ANCHORAGE • DEPARTMENT OF HEALTH & HUMAN SERVICES Division of Environmental Services On -Site Services Section P.O. Box 196650 'Anchorage, Alaska ' 99519-6650 343-4744. CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. # ©� tJ 02% S' HAA # V� R9 ® ? k' 1. , GENERAL INFORMATION Complete legal description LO � l; Location (site address or directions) Property owner 61Arl-e-5 Dj_� Le=:Ij Darty phone 3 Mailing address 4.�v't b C) l r� S-e��'u�y A-' �^ L Lending agency Mailing address. A Day phone X76 -;L 76_ ` Agent Et2/� 7rc>� ! i Address t Unless otherwise requested, HAA will be held for pickup - - " - - e 2. NUMBER OF BEDROOMS: m, 3. TYPE OF WATER SUPPLY: - - Individual well. Community_well Public water Day phone NOTE: If community well system, provide written confirmation from State ADEC attest- ing to the legality and status of system.. - 4. TYPE OF WASTEWATER DISPOSAL: Individual on-site — Holding tank Community on-site Public sewer NOTE: If community wastewater system, provide written confirmation from State ADEC attesting to the legality and status of system. 72.025(Fov. 1/91) Front MOA #21 JZ#VOW g0e9 (l8/l'ABU) SZPZL •�jom s�aauibue leuolssalad aql ul suolsslwo jo sioaaa aol alglsuodsea IOU sl 96ujogouy to Alpedlolunw agl pansei sl aleogluao a ajolaq elep azAleus ao suolloedsul lonpuoo IOU opSHHOlosaaAoldwa sluawaiinbajalelspuLIejapeluiLVao4sllesoliepiouisuollnlllsuiBuipuelilaglpue sawog to saasegoand of Asel(noo a se slgl saop SHHO eql •e> sely to alelS eql ul paialsibai aeouibue leuolssalad luepuedepul ue Aq enoge g gdwbejed ul u9n16 suolleluasaidaa aql uodn Aluo paseq saleol;pja0 lenaddy Al!aoglny glleaH sonssi (SHHO) saolAJaS uewnH pue gllesH to luewlieda0 96ejogouy to AllledlolunW agl off LTne M, In sluawwo0 leuolllppy :suollelndlls 6wMoliol eql gllm 'swooapaq JOI lenoidde leuolllpuop . • F fan' : Puoll ndg uoggj j `�o (� Iw y,_., �'{� rv_FH:=•i'St a':1i•SSflt.i73 •p9noaddesl0 •swooapaq ---E— ao} panoiddy 3unIVNDIS SHHO '9 1, 6�L ale0 ainleu6ls s, aaul6u3 lOS(a� cl �-' I- l G)?° ssaaPPV .Rfauogd - dz2 Pq)P `' 77 wal,J {o aweN •uolloodsul slgl to alep agl uo ball ul suolleln6ai pue 'saoueulpio 'sepoo alelS pue ledloluniN lie gIIM eouelldwoo ul sl walsAs lesodslp aalemalsem ao/pue Alddns jalem alls-uo aql 'uolloadsul pue uolle6llsanul Aw wal pue salq abejogouy to Al!IedlownW agl woal paulelgo uollewaolul aql uo paseq legl AllaaAaaglanl I •ulaaag paleolpul aanlonalslo adAl pue swowpaq to aagwnu agl aol alenbape pue leuollounl'ales sl walsAs lesodslp aalemelseM Jo/pue Alddns aalem ails-uo aql legl smogs uolleolldde lenoaddy Allaoglny glleaH slgl to uo1le6llsanul Aw legl AllaaA I 'molaq umogs alep uolleplleA aql to se pue olaaag paxllle leas Aw Aq pallllaao sy H33NION3 AS N01103dSNl d0 LN3W31V.LS 'S Municipality of Anchorage Department of Health & Human Services HEALTH AUTHORITY APPROVAL CHECKLIST Legal Description: 1=d i ( 13 K 1/a�t��u�Ll Parcel I.D. A. WELL DATA Well type I If A, B, or C, attach ADEC letter. ADEC water system number Log present (Y/N) Date completed `/ q1 Driller A l Pi N /= i Total depth Cased to f �, Casing height 'a L% Sanitary seal (Y/N) 1 Wires properly protected (Y/N) — FROM WELL LOG AT INSPECTION Date of test Static water level Well flow Pump level SEPARATION DISTANCES FROM WELL TO: Septic/holding tank on lot 10 ; On adjacent lots MIINICIPAtPfY OERANC s DRv O @VVIR i JCP g.p.m. RF Absorption field on lot ; On adjacent lots /UCS F Public sewer main i��� Public sewer manhole/cleanout tl�r Public sewer service line tY�✓� Petroleum tank N WATER SAMPLE RESULTS: Coliform 0 Nitrate N D Oth"eerr bacteria NJ) Date of sample: 71//` / `% / Collected by: f` B. SEPTIC/HOLDING TANK DATA Date installed / > �/ Tank size 1�2 60 Compartments Cleanouts (Y/N) Foundation cleanout (Y/N)— Depression (Y/N) High water alarm (Y/N) °Z Alarm tested (Y/N) Date of pumping SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK TO: Well&s) on lot � t On adjacent lots /t�Lo / Foundation To property line Absorption field - Water main/service line Surface water/drainage 72-026 (Rev. 3/91) Front MOA 21 CONTINUED ON BACK PAGE C. LIFT STATION _ Date installed 7��/ I Manufacturer `Jt v! e 4 Size in gallons /,)- -�>u Manhole/Access (Y/N) Vent (Y/N).—"Pump on" level at /� "Pump off' level at High water alarm level '% Z Cycles tested Meets MOA electrical codes (Y/N) SEPARATION DISTANCE FROM LIFT STATION TO: Well on lot /U q On adjacent lots D. ABSORPTION FIELD DATA Surface water 11//A Date installed '�Z, IZ `� Soil rating 0,f 6 System type !I Length Yo Width z, Gravel thickness fir' Total depth `�- Total absorption area �� Cleanouts present (Y/N) Depression over field (Y/N) Date of adequacy test�+ Results (pass/fail) for bedrooms Peroxide treatment (past 12 months) (Y/N) If yes, give date SEPARATION DISTANCE FROM ABSORPTION FIELD TO: Well on lot / r-/ 0 On adjacent lots IIA6) I Property line To building foundation To existing or abandoned system on lot r _ On adjacent lots z9e) Cutbank 7�{? Water main/service line bU f j Surface water Nle Driveway, parking/vehicle storage area Curtain drain JY E. ENGINEER'S CERTIFICATION I certify that I have checked, verified, or conformed to all MOA and HAA guidelines n effect pn the date of this inspection. Signature Engineer's Name ( �� f�- �I �j� (�� etL uz Date HAA Fee $ / /U Date of Payment Receipt Number 72-026 (Rev. 3/81) Back MOA 21 Waiver Fee: $ Date of Payment Receipt Number 5. LEGAL DESCRIPTION DATE RECEIVED INSPECTION APPOINTMENTS STREET LO ATION TIME - TIME.�1 IME ❑ One ❑ Four ❑ Other n ❑ Two ❑ Five DATE Three ❑ Six DATE DATE INDIVIDUAL* * ATTACH WELL LOG. A well log is required for all wells drilled 1-- - \ since June 1975. For wells drilled prior to that date, give well INSPECTOR depth (attach log if available.) INSPECTOINSPECTOR >I4 INDIVIDUAL/ON-SITE** MUNICIPALITY OF ANCHORAGE MUN IPALITY OF ANCHORAGE ❑ PUBLICUTILITY�— DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTIONDEPT, OF HEALTH & NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. 825 L Street - Anchorage, Alaska 99501 ENVIRONMENTAL PROTECTION 0* ENVIRONMENTAL SANITATION DIVISION MAR 17 1981 Telephone 264-4726 jp� //'� ,, // INDIVIDUAL h REQUEST FOR APPROVAL OF WATER AND SEVI KPIB�LYTED DIRECTIONS: Complete all parts on page 1. Incomplete requests will not he processed. Please allow ten (101 days for processing. 1. PROPERTY OWNER PHONE 2 MAILING ADDRESS C6 12 / e�1© PROPERTY RESIDENT (If different rom above) PHONE y �/ N 2. BUYER PHONE MAILING ADDRESS 3. LENDING INSTITUTION PHONE MAILING ADDRESS 4. REALTOR/AGENT PHONE MAILING ADDRESS 5. LEGAL DESCRIPTION STREET LO ATION L�f 6. TYPE OF RESIDENCE NUMBER OFB EDROOMS ❑ One ❑ Four ❑ Other SINGLE FAMILY ❑ Two ❑ Five ❑ MULTIPLE FAMILY Three ❑ Six 7. WATER SUPPLY INDIVIDUAL* * ATTACH WELL LOG. A well log is required for all wells drilled ❑ COMMUNITY since June 1975. For wells drilled prior to that date, give well ❑ PUBLIC UTILITY depth (attach log if available.) 8. SEWAGE DISPOSAL SYSTEM >I4 INDIVIDUAL/ON-SITE** 1)2zz_YEAR ON-SITE SYSTEM WAS INSTALLED. ❑ PUBLICUTILITY�— NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. 72-010 (Rev. 6/79) 72-010 ( Rev. 6/79) THIS SIDE FOR OFFICIAL USE ONLY 1. TYPE OF RESIDENCE ❑ SINGLEFAMILY ❑ MULTIPLE FAMILY NUMBER OF BEDROOMS ❑ ONE ❑ THREE ❑ TWO ❑ FOUR ❑ FIVE ❑ OTHER ❑ SIX 2. WATER SUPPLY ❑ INDIVIDUAL ❑ COMMUNITY ❑ PUBLIC UTILITY Connection Verified PERMIT NUMBER DEPTH OF WELL DATE DRILLED LOG RECEIVED 3. SEWAGE DISPOSAL SYSTEM ❑INDIVIDUAL/ON-SITE ❑PUBLIC UTILITY Connection Verified PERMIT NUMBER DATEINSTALLED INSTALLER [-]Septic Tank or ❑Holding Tank Size: If Tank is homemade give dimensions: SOILS RATING TYPE OF TANK MANUFACTURER TOTAL ABSORPTION AREA MATERIAL 4. DISTANCES WELL TO: Septic/Holding Tank Absorption Area Sewer Line Nearest Lot Line Absorption Area to nearest Lot Line 5. C MMENTS 11 `n/ t 3(A C/J'/ ! Q'�V � r �{�'�4'.t. �� ..-L .�rl •:�.F/ li R,��,.1_ htl-f(„i t i/ :_Qi.-..Q.0A,, C�,`_i j Ili•..-_ _-.. 0 Vp —0,0J " a ,r pp sJ I EW � BEDROOMS APPROVED FOR j It, -CONDITIONAL APPROVAL (letter must cc parry certificate) ❑ DISAPPROVED �- DATE BY Aip 72-010 ( Rev. 6/79) I HEREBY CERTIFY that. 1 haus performed ir" �ortI ;. propdrty and that the improveenta,ro jtugtq tfi' adjacent thereto, that no improvements lylPd on; premises in quostion and Chet thero and Ro road'u easements bh said property except as`'It1d,leabid I LOT SUAVtY CENTI FI CAT 6N 12 LOT—/ _ BLOCt VA M A 4- A1VCiat�PAC;G RECtlRBIN(; PltiCINCT PREPARED bY: LEO M, THOMPSEB ," ' R629 KENT ST. ". AM$HOItAflE�'`�K'� DRAWN 8Y SCALE: C3k/N ,Ri n {M1 tl L�L�i -ol 1 aC �•. � - Fig-. , , I f I s ICA I HEREBY CERTIFY that. 1 haus performed ir" �ortI ;. propdrty and that the improveenta,ro jtugtq tfi' adjacent thereto, that no improvements lylPd on; premises in quostion and Chet thero and Ro road'u easements bh said property except as`'It1d,leabid I LOT SUAVtY CENTI FI CAT 6N 12 LOT—/ _ BLOCt VA M A 4- A1VCiat�PAC;G RECtlRBIN(; PltiCINCT PREPARED bY: LEO M, THOMPSEB ," ' R629 KENT ST. ". AM$HOItAflE�'`�K'� DRAWN 8Y SCALE: C3k/N ,Ri n {M1 tl L�L�i �•. � - Fig-. , r ALASKA PUIROW11TAL COnTROL SCRUICCS, Inc. Engineerinq & Anuironmentol Studies K 3-24-83. FRED MASTE:PL SEBA BOX 32 ANCHORAGE AK 99507 SELLER .... FRED NASTi_i_ SUBDIVISION—VAL HAi_E..A BLOCK -2 LOTQ THE TYPE OF AE'9:iiCTRPTION SYSTEM IS A PIT WITH AN UNKNOWN AREA. THE SYSTEM 18 CAPABLE OF ACCEPTING 430 GALLONS Of'' WATER PER DAY. BASED UPON THE TEST DATA THE SYSTEM IS ACCEPTABLE FOR A 3 BEDROOM HOME o THE:. SEPTIC TANS, WAS PUMPED ON 3-21-81 Th0size of the septic tank is 1000 gallons. 4 1220 West 25th Auenue • Anchorage, Alaska 99503 • (907) 276-1361 MUNICIPALITY OF ANCHORAGE DEPARTME, OF HEALTH AND ENVIRONMENT.,,- PROTECTION 825 L Street, Anchoraae. Alaska 99501 264-4720 Date Received: April 12, 1978 01: Time 10:30 a.m. #2: Time #3: Time Date 4-14-78ee+- Date Date Insp Pratt_ Insp Insp REQUEST FOR APPROVAL OF INDIVIDUAL SEWER AND WATER FACILITIES 1. Lending Institution Request: First Federal Savings % Jim Smith Mailing Address: Post_Office Box 4-2200 99509 Phone: 274-6561 2. Property Owner: Fred W./Helen L. Mastel Phone: 344-7211 Mailing Address: Star Route A Box 32 99507 3. Legal Description: Lot 1 Block 2 Valhalla Subdivision 4: Single Family Residence: (x) Number of Bedrooms: Three Multiple Family Residence: ( ) Number of Bedrooms: 5. Well System: Individual Well (x) Community/Public System ( ) Permit # Depth of Well 135' Well Log on File ( ) Construction Bacterial Analysis 6. Sewage Disposal System Permit # Septic Tank Size Absorption Area . On-site System (xy Installed 1970 Public Utility ( ) Installer. Manufacturer. Soils Rate Material 7. D.i.stances: Wel]. to Septic Tank to Absorption Area to Sewer Line _ Nearest Lot line Absorption Area to Nearest Lot Line Paye Two Department of Health and Environmental Protection Request for Approval of Individual Sewer and Water Facilities Legal Description: Lot 1 Block 2 Valhalla Subdivision Comments: !, Affadavit Attached: -=-( ) Letter. Attached: Approved: Date: Disapproved: _ Date: !, Department Worksheet: — -- MUNICIPALITY OF ANCHORAGE �' s C825Department of Health and Environmental Protection / L Street, Anchorage, Alaska 99501 Ir(C� � 264-4720 _ quest for Approval of Individual Sewer and Water Faciliti¢s 1. Property Owner: i'---RupHet b. MAS -16'L Mailing Address: � r�n 3-2, 6ne, 129 Phone: 341-9�/1 2 . Name of Buyer: Mailing Address: Phone: 3. Lending Institution: F- PLSF FL �/L -jj�� S(Wt c5lNl1T �� Mailing Address: x{1612`APYW 11M7 Bao Phone: In 5. M Realtor/Agent: Mailing Address: Phone: Legal Description: UYiLM- 1-18 8U13., Led- ( 1. ! 2, Street Location: M ILC I •L HU5l4H1q/J 666 D Single Family Residence: (L� / Number of Bedrooms: .3 Multiple Family Residence: ( ) Number of Bedrooms: 7. Water Supply:_ *Individual Well (L"( Public/Community System ( ) If Individual Well, well depth I � 5 If Community System, name of system / 8. Sewage Disposal System: *'On-site System (✓J Public System ( ) If On-site System, date of installation: /9 D *NOTE: A well log is required on ALL wells drilled since 6/75. **If on-site sewer system is over two(2) years old, an adequacy test is required by this department. A fee of $25.00 must accompany each request before processing can be initiated. 3/77 GREATER ANCHORAGE AREA BOROUGH Department of Environmental Quality 3330 "C" Street, Anchorage, Alaska 99503 274-4561 Date Received August 19, 1976 0 l' N' q% Time of Inspection 1:30 p.m. I)� �� Date of Inspection 8-20-76 Firday �,Ul u p -L .fY,ti Neale rz REQUEST FOR APPROVAL OF INDIVIDUAL SEWER & WATER FACILITIES FOR Assumption 1. Approval requested by: Totem Realty % Christine Bass Mailing Address: 724 East 15th Avenue Phone: 277-0571 2. Property Owner: Fred Mastel Phone: 344-7211 Mailing Address: Star Route A Box'. 1564 3. Legal Description: Lot 1 Block 2 Valhalla Subdivision 4. Location: See directions on white sheet 5. Type of facility to be inspected single Family No. of bedrooms 3 6. Well Data: Individual A. Type B. Depth 185' C. Construction D. Bacterial Analysis 7. Sewage Disposal System: A. Installed B. Installer C. Septic Tank: 1. Size 2. Manufacturer D. Seepage Pit: 1. Absorption Area 2. Material E. Disposal Field: Total length of lines 8. Distances: A. Well to: Septic tank Absorption area Sewer Lines Nearest lot line Other contamination B. Foundation to septic tank Absorption area C. Absorption area to nearest lot line EQ -034 (1/74) Page 1 of two pages Page 2 of two pages - Rei st for Approval of Individual F �r & Water Facilities Legal Description Comments Approved Lot 1 Block 2 Valhalla Subdivision Disapproved Date V' 11 Approval Valid for one year from date signed Greater Anchorage Area Borough, Department of Environmental Quality DIAGRAM OF SYSTEM I certify that the information contained in this request for approval to be a true and accurate representation of the subject sewer and water facilities and these facilities are operating satisfactorily. SIGNED EQ -034 (1/74) Date 1, 30 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 2510 East Tudor Road, Anchorage, Alaska 99504 276-2221MUNI DFPL, Y OF ANCHORAGE DEPT. OF H''_ALTFI 8, REQUEST FOR APPROVA"F------ FNVIRONW&NIAL K\C) CTION IND" --SMFR an WATER FACILITIES) r• 1. Type of Inspection:�J CMRO VA FHA G�( _ ASSQMP�(c� 2. Property Owner:_ ` i olCL'-�A )< Mailing Address: `? (�F'I' Env 1154104 Day Phone: t31-1 ?r-211 3. Name of Buyer: Mailing Address:_ U�)-7 4L q=` Ci ISd3Day Phone: '2-'-7'7 `'7 Lf 4. Name of Lending Institution: -- Mailing Address: 5. Name of Realtor or Agent: Phone: TO I" Mailing Address: q 17 1 -72 J 22)1 Phone: 21 05'11 6. Legal Description: hu� I P l)< PL Va ) hc.[let_ `Sk hIA(Ii1ISIUlw Vj� Location: v> �'iuS�)) Nccv uaK Ct iyn t(�VY do �lDUs�L' �)0.o r I rY� cm Iv�1"a 1 5rt r-- N r� �vv�«�., �.Oy S e� 12 t v4� erc< �)rYl�IA 7. Type of Facility to be Inspected: �c. vvv� �� �e ervvte No. Bdrms. -moi 8. Water Supply Type of Supply: Public Utility Individual n� If Individual, number of dwellings presently served If Individual, depth of well -Sewage-DisposalSy-stern— -- _--.-- Type of System: Public Utility = -_- _ Individual (on-site) If Individdal-dateof"installation 72 003(3/76)