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T12N R3W SEC 35 S-11048 Proposed Bishops Acres
Bishops Acres 5-11048 Municipality of Anchorage *A. Development Services DepartmentBuilding Safety Division MEMORANDUM DATE: February 10, 2003 TO: Jerry T. Weaver, Jr., Platting Officer, CPD FRONT: 91, &— Cs Cross, PE, Program Manager, On -Site Water & Wastewater SUBJECT: Comments on Cases due March 6, 2003 The On -Site Water & Wastewater Program has reviewed the following cases and has these comments: S-11044 Tudor Business Park Subdivision (vacations). No objections. eS_El 10481 T12N, R3W, SEC 35 /Bishops Acres Subdivision Information to satisfy the requirements specified in AMC 21.15 and AMC 15.65 must be submitted for each lot of this proposed subdivision. This information must include, but may not necessarily be limited to: 1. Soils testing, percolation testing and groundwater monitoring must be conducted to confirm the suitability for development using on-site wastewater disposal systems. Ground water monitoring must be conducted during high ground water season in either the fall (October) or spring (April -May). 2. Areas designated for the original and replacement wastewater disposal system sites must be identified and must meet all criteria specified in AMC 15.65, including slope and setback requirements. 3. Topographical slope information must be submitted. 4. Supporting documentation on water availability must be provided. S-11049 Century Village Subdivision #3 No objections. S-11050 John Wells Subdivision, Addition #1 No objections. Please fill in the information asked for below. -Repos aoaiuW W pohwa s ar owosa law aa.rwrs on wppemenul lam Faire W aWpe Wier bwehom nuasl ow $ my "ay pro ng of this app"®ean PROPERTY INFORMATION PETITIONER' PETITIONER REPRESENTATIVE if an nems (last sans fire) Bishop, John and Melinda Name (Ws, name fine) Slana Surveys Inc. Mahnp AaWew 7510 Trenton Lane Anchorage, Alaska 99502 Wdoq AOareae 440 West Benson Blvd., Suite 103 Anchorage, Alaska 99503 Contact Phone: Day. 563-5464 Night: lContact Phone: Day. 562-6103 Night Fax: Fax: 561-6626 E-mail: E-mail: slana@-qfa!lka.net -Repos aoaiuW W pohwa s ar owosa law aa.rwrs on wppemenul lam Faire W aWpe Wier bwehom nuasl ow $ my "ay pro ng of this app"®ean I hereby wrbty that (I am) (I have been auttnnzed fo act lar) ovmer of Ma property described above and that I petition for subdivide it In oontomumoe win I lte [t of the Anchorage Munitiple Code of Ordinan es. I understand that payment of the application fee is nonrefundable and Is to cover the costs associated with processing this application, and that it does not assure approval of the subdivision. I also understand that assigned hearing dates are tentative and may have to be postponed by Planning Department Staff or the Planing Board, Planning and Zoning Commission, or Me Assembly for administrative reasons. 118103 _ Date Signature (Agents must provide written proof of authorization) osed Legal Description: (use additional sheet 1 & 2 Bishops Acres Subdivision Accepted by Poster & Affidavit: Fee: Case Number. PROPERTY INFORMATION Property Tax # 000-000-00-000: 001709101 Site Street Address: Current Legal Description (use additional sheet if necessary) N 112 of the NE 1/4 of the NE 1/4 of the NE 1/4, 535, T12N, R3W, Seward Meridian, Alaska [Zoning: R6 Acres e: 4.9 Grid #: 3039 # Lots: 1 1# Tracts: ITotal # Parcels: 1 I hereby wrbty that (I am) (I have been auttnnzed fo act lar) ovmer of Ma property described above and that I petition for subdivide it In oontomumoe win I lte [t of the Anchorage Munitiple Code of Ordinan es. I understand that payment of the application fee is nonrefundable and Is to cover the costs associated with processing this application, and that it does not assure approval of the subdivision. I also understand that assigned hearing dates are tentative and may have to be postponed by Planning Department Staff or the Planing Board, Planning and Zoning Commission, or Me Assembly for administrative reasons. 118103 _ Date Signature (Agents must provide written proof of authorization) osed Legal Description: (use additional sheet 1 & 2 Bishops Acres Subdivision Accepted by Poster & Affidavit: Fee: Case Number. Annliration for Preliminary Plat Continued Pane 2 COMPREHENSIVE PLAN INFORMATION Anchorage 2020 Urban/Rural Services: ❑ Urban Rural Anchorage 2020 West Anchorage Planning Area: ❑ Inside Outside Anchorage 2020 Major Urban Elements: Site is within or abuts: ❑ Major Employment Center ❑ Redevelopment(MIxed Use Area ❑ Town Center ❑ Neighborhood Commercial Center ❑ Industrial Center ❑ Transit - Supportive Development Corridor Eagle River-Chugiak-Peters Creek Land Use Classification: ❑ Commercial ❑ Industrial ❑ Parks/Open Space ❑ Public Land Institutions ❑ Marginal land ❑ Alpine/Slope Affected ❑ Special Study ❑ Residential at dwelling units per acre. Girdwood-Turnagain Arm: ❑ Commercial ❑ Industrial ❑ Parks/Open Space ❑ Public Land Institutions ❑ Marginal land ❑ Alpine/Slope Affected ❑ Special Study ❑ Residential at dwelling units per acre. ENVIRONMENTAL INFORMATION Wetlands Classification: None [J C. ❑'B' 13 "A7 Avalanche Zone: 1J None ❑ Blue Zone ❑ Red Zone Floodplain: ❑ None ❑ 100 Year ❑ 500 Year Seismic Zone (HardingtLawson): 10.1. 13-2- ❑ "3" ❑ "4" ❑ "5" RECENT REGULATORY INFORMATION (Events that have occurred in the last 5 years forall or portion of site) ❑ Rezoning Case Number. ❑ Preliminary Plat ❑ Final Plat Case Number(s): ❑ Conditional Use Case Number(s): ❑ Zoning Variance Case Number(s): ❑ Land Use Enforcement Action for: ❑ Building of Land Use Permit for. ❑ Wetland permit ❑ Army Corp of Engineers ❑ Municipality of Anchorage POTABLE WATER AND WASTE WATER DISPOSAL Potable Water provided by: ❑ Public Utility ❑ Communitywell 0 Private well Wastewater disposal method: ❑ Public Utility ❑ Community system ❑ Private on-site APPLICATION CHECKLIST Fee: Plat: Copies ❑ 42 (long plats) 32 (short plats only) [2f8 12"x11"reduced copy Other Maps [Aerial photo EIirfiousing stock ['Zoning Mandatory on plat depictions: ❑ Pedestrian walkway ❑ Landscaping required bymning Property Title: [Certificate to Plat Additional required documents unless specifically waived by Platting Officer. Site topography(4 copies minimum) Waived by [Q Soils investigation and analysis Waived by 0 Subdivision Drainage Plan Waived by 4 Ta i � of Content t'l 10 4 8 MAR 1 0 2003 0 Gei GS.•�TPGi c.i/sw-r ��� �-,�Ti� SYS✓F `% /F qp Table of Contents y E 40 5 0 0 POE N0, : 272 8218 Seg. 22 2000 11:19PM Pl FRW : PR'UO E ENG SVC Pannone Engineering Services, LLC Consulting Engineers September 18, 2000 Municipality or Anchorage Dept. of Health & Human Services On -Site Services Section P. O. Box 196650 Anchorage, Alaska 99519 Subject: b Ney u&At fJe4, s 33t'mz"� (I I0 Request for subdivision approval P.0B=102Z4 Uaslca, 99510 Gentlemen: I was contacted by the Owner of the above referenced lot to investigate the soils on the eastern portion of the lot for a future subdivision of this property. Following is a brief history of the lot and justification to allow the subdivision to occur. • History 1 became involved in this lot in late March, while the Owner was removing the organic excavation and fill permit from the Building Safety soils from the lot. He had obtained an Department of the MOA. His work was halted when homeowners near this lot called at pits t various regulating agencies. I excavated two soils te ached. I found blue till clay in the upper determine the eirce [o seven The soils logs are attye (top feet). There was brown silt found below the clay layer to a depth of 19 feet. The water table rose in two monitor tubes. Neither test hole encountered water while excavating. I attempted to perform a percolation test in two different Iocations on this nto the test hole I believe the unable to perform the test due to surface water running brown silts ermeabelbinformed the owner that Iat a rate less than 60 nwould needlto perform nch. The la percolationoel test after spring thaw was complete, around late May or June. Between late March and mid-June, the Owner imported waste material from the new water tank construction near Service High School. The material imported to this lot is silty material as the soils investigation conducted by R&M shows. Sec the attached soil logs. The material was placed and compacted using a steel drum roller. I did not personally whiteness the placement of this material, but subsequent site visits show a hard driving surface on the fill. constructed a surface lake to meet the requirements of the Corps of The Owner mid July, l was called to conduct a soils investigation and percolation test Engineers. c FROM : pptJ KJE EDC, SVC Mr. Jim Cross September 18, 2000 Page - 2- E - E J 4V vHnr,E w.. m 8218 bep. 'e �nnei a a • c.. on the fill material. I found approximately 12-14 feet of silty material, over blue clay, over brown silt, as the attached soils report shows. i conducted a percolation test on the fill material. Water percolated into the soil at a rate of approximately 15 minutes per inch. For the record, the Owner arrived on site before I did. He started excavating the test hole before I had an opportunity to verify the location. The test hole is located 75 feet from the water edge. Before presenting a design for a septic system, I would excavate additional test holes to verify the consistence of the soil and prove that there is a location with acceptable soils in an area that meets the separation requirements of the Code. Justification Title 15 of the Municipal code allows installation of septic system in engineered fill. The soils placed on this lot have been tested by various engineering companies, including my own, and have been qualified and categorized. The material is placed in sufficient thickness to allow for proper separation to impermeable soils and ground water. You and your department have asserted that due to the fill being placed over a clay layer that treated waste water will work its way down slope and possibly daylight, therefor disqualifying this lot for subdivision approval. I assert that this lot is no different than any other lot that has a tight soil layer underlying a permeable soil, other than the permeable soil is fill. If this lot had natural soils over a clay layer, your department would issue a permit to construct a septic system and approve a subdivision request. However, I will attempt to describe the down slope conditions below the proposed septic system. First, the owner has expressed that an innovative system will be installed on this lot. He has contacted Anchorage Tank and Welding and discussed the dosing aerated sand filter. Therefore the effluent from this system will be of higher quality that with a conventional system. Second, the soils down slope of the proposed development are organic peat, approximately 5 to 6 fee'rthic . Peat atfi gir water content. Thebent e tual d cleaner of water. The peat in this arra tyP Y soil profile is unknown as of this writing. If your Department wishes, a soils investigation could be conducted to determine the soil profile. There is a road (East 1404, Ave) proximately 350 feet north of the proposed septic arca. The drainage along E. 140th the year. It is unlikely that the drainage caurse will a apcc contains water the majority of periodic dosing from the septic system. Soils under the road and to the north of the road are also unknown. The road north of this lot is rough, more of a trail than an actual road. Finally, the Owner is intending to construct a new septic system next season, most likely late in the year. This will provide time for the material to further consolidate into a homogenous mass. Your department has allowed installation of conventional on- er the fill has settled a year or two. One other site soil absorption system m f fill lot was tareas ested stcd and percolated by KND Eng ncering Snils item, the western Po pF{gE pp. :272 8216 Sep. 2_2.20M 11;dln•1 r., FROM : ppMt71E ENG SVG • Mr. Jim Cross September 18, 2000 Page - 3 - found- found under that test indicate silty soils in the 15 to 30 minute per inch percolation rate. There are areas on this lot that are constructable at this time. 1 requcst your department issue a letter of non -objection over the proposed subdivision of this lot. Please contact me at 272-8218 or 227-3522 if you have any questions. Sincerely, Steven R. Pannone, P.E. Attachments: 11 \N&MVE1BISHOPSLOT.00 LDDC • r. 21vHAY-01 11.SB FROM.ASCC rVCINEERINC ID.9072676396 ASCG, Incorporated 301 Arctic Slope Avenue, Suite 100 Anchorage, AK 99518 TO: Mr. John Bishop Culips Excavating Fax No. 563-0082 FROM: Steven R. Pannone, P.E. DATE: May 21, 2001 PACE 1/6 This facsimile is transmitted from the Engineering Department in ,Anchorage. • Fax # (907) 267-6396 This facsimile consists of A pages, including this cover sheet. if transmission is not properly received, please contact Steve Pannone at (907) 267-6267. • SPECIAL COMMENTS: John, Here is the information you requested. Please call me at 267-6267 if you have any questions. Steve KTAMSHOPDOC • 21 -MAY -01 11.18 FROM.ASCC ^VCINEERINC • Pannone Engineering Services, LLC • • May 14, 2001 Municipality of Anchorage Dept. of Health & Human Services On -Site Services Section P. O. Box 196650 Anchorage, Alaska 99519 Subject: N•E4,NE4,NE4, S33, T12N, R3W Request for subdivision approval C4entlemen: ID.9072B7B39B PACE 2/8 PA.&rc IAQ954 Anchorage, Alaska, 99510 On September 18, 2000, I wrote you a letter requesting subdivision approval for the above referenced lot. you requested that a valid testhole be excavated outside the 100 - foot radius of the new man-made lake, and that compaction test be conducted to verify compaction effort of the fill material- Both of these requests have been completed are being submitted for your approval. Additionally, I am attaching a preliminary septic system design fora proposed system on the eastern portion of this subdivision. The test hole was conducted on April 27, 2001. The testhole is located 104 feet from the edge of the lakes seasonal high water. The soils report is attached. A percolation test was performed on the same day. The soils perc'd at 20 minutes per inch, consistent with the previous soils in the area. Three compaction tests were conducted in the area of mass fill. Two were taken at the top of the embankment, one was taken seven feet below grade. Compaction of the soil ranged from 96 to 100 percent of the modified proctor, with 7-10 percent•thoisture. compaction results are also attached for your review - Please contact me at 272-8218 or 227-3522 if you have any questions. . Sincerely, Steven R. Farmonev P.E. Attachments: C: \ W ORiCXLErIERs\ slsHOPSIO?.002.DOC 21 -MAY -01 11.18 FROM-ASCC r'•CINEERINC PERMIT NO, SVW 4 ID.8072676396 DESIGN WASTEWATER ABSORPTION SYSTEM NE4NE4NE4 S33, T12N, R3W i 4 '• E. 140th Ave LAKE/SETn1NG DRAINAGE OUT ND PER CAE I Or PRO] w Old 10 . RIFIM 01 OL ISI LNDEVELDPO � w. ,._-- ar ► ► f ase H I PACE 3/6 nU 1 36'x10'7Q1LFr 1) AL YORK SHAt LBE Q MATERIALS _SH s� •^ I f 01 N ORDAN N AT �DE L �DRA 3) TANK TO MID- i E 12NR3V.DVG INT 6K TYPICAL Y. ! n 4) INSTALL DRIVEVAY AT LEAST 3 FT DESIGNr �� %%R'4 WAY FROM DRAINFIELD. DO NOT INSTALL PERC RATE. 20 MIN/INCH DRIVEVAY OVER DRAINFIELD. 4 BEDROOM HOUSE s) MAINTAIN 10' SEPARATION TO ALL 1Z5j I.D. S.TE.P. TANK LOT LINES. UL SAND FILTER, 4GPD/SF 491-" 6) ADDITIONAL TESTHOLE WILL YE 130 Sr REQ'D, USE 36'x10' IDSF EXCAVATED DURING CONSTRUCTION. 360 SF TOTAL PREPARED FOR: PANNONE ENG. SVC,LLC arsn R. Pannone G Mr, ,John Bishop P. 0. BOX 102954 No. CE 8149 �\` Asch Trenton Lane ANCHORAGE, 72 8218 phone &AF x9510 O Anchorage, AK 99502 ��� „�• C%7) 248-9692 ATE•F-00 DESIGN • 21 -MAY -01 11.16 FROM.A9CC ^NCINEERINC ID.9072676396 DESIGN DETAILS P.m No, PERMIT WASTEWATER ABSORPTION SYSTEM NE4NE4NE4 S33, T12N, R3W 0 H U LLIN ,C yr=♦{ i I i I i Fcl - a 56j PACE 4/6 J OL a ISI -1- r Q o v3 > 6 Fork%MRAWIN6\NE4NE4NE4S33T12NR3W.AV6 I 1 tLSAZ5xw = 1W�W6 NS J JO UO 11 N !r PREPARED FOR, PANNONE ENG. SVC., LLC ,tstwen R. Pannone Mr. John Bishop P. 0. BOX 102954 No. cE 8149 7310 Trenton Lane ANCHORAGE, ALASKA 99510 pi�'►r Anchorage, AK 99502 272-8218 PHONE & FAX ,1��1. �,ad►F (907) 248-8692 . 1 Tn cr4_ _ ..,-r nl DESIGN 1 -MAY -01 11.19 FROM.ASCC—MCINEERINC ID•SO72R76396 PACE 5/6 So= TA*. PZI=LAT= TMT PANNONE ENGI NEERMG SEMCES. LLC • P.O. BOX 102954 ANCHORAGE, AK 99510 (907) 272-8218 klb IA WAS GROUND WATER ENCOUN FJZKM NO IF YES, AT WHAT DEPTH? _- DEPIH TO WATER APTSR MONTfO& IS! ll4—1 i mom pEROL1TION RATE 11 (ao3a/fR M= HOT.E DiA M7R 6 Inca TEST RUN BEWIESN 7 FC ander COIFS: Teat HWc was MMoaM bq&m 1x -c best. PERFO .AHED BY .SttmiRx1 �UIDLiNES IN Ei7FFCT ON THE DATE 4F TFIIS TEST. IN ACCORDANCE TlSTII0IR eda �:SX WAS GROUND WATER ENCOUN FJZKM NO IF YES, AT WHAT DEPTH? _- DEPIH TO WATER APTSR MONTfO& IS! ll4—1 i mom pEROL1TION RATE 11 (ao3a/fR M= HOT.E DiA M7R 6 Inca TEST RUN BEWIESN 7 FC ander COIFS: Teat HWc was MMoaM bq&m 1x -c best. PERFO .AHED BY .SttmiRx1 �UIDLiNES IN Ei7FFCT ON THE DATE 4F TFIIS TEST. IN ACCORDANCE 217MAY-01 11.19 FROM.ASCC • • • NGINEERING ID.9072676396 FACE 6/9 Pr*at No. « TMMG OR MATERIALS INSPECTIONS MPORY P.*pwt No. Tt t. :..�� :. ♦ • .. Wa N . • 1•�eai�s_ �•rs� rt_ w F w 5 W U 3 MUNICIPALITY OF ANCHORAGE Department of Health and Human Services A& • On-Site Water Quality Program sm P.O. Boz 196650 Anchorage, Alaska 99519-6650 907-343-4744 APPROVED ALTERNATIVE WASTEWATER DISPOSAL TECHNOLOGIES The following systems have gone through a testing period of effluent sampling over a minimum period of 2 years. The systems are now approved for installation in the Municipality of Anchorage. All alternative treatment technologies in the Municipality of Anchorage are required to have yearly. maintenance performed. A notarized maintenance agreement is required for the permitting and construction of these systems. BioCycle Developed in 1982 in Australia, the BioCycle is a compact, aerated wastewater treatment system. The first BioCycle installed in the USA was installed in Anchorage in 1994 and over 40 systems are currently in operation within the Municipality. Other states have followed • Anchorage and have approved the BioCycle system. The BioCycle is used in place of a septic tank and has 4 chambers which provide aeration and solids settling. The system can be used to treat up to 600 gallons per day of effluent, sufficient for homes with up to 4 bedrooms. The BioCycle may also be used to treat more than 600 gallons per day when used in series with a septic tank. Because of the additional treatment of the effluent, the required drainfield absorption area is reduced by 50%. 0 BloCycle Absorption Field uo/11/MN 1V:00 rM ar"uurvuoc ww.0 n AVAV..NV .a��.. FROM : T1 nTE-m- R :: 1P- p"Me H0. : 907 56._'6276 May. o3 19% 12:2CPM P4 August 11, 1999 Aar. Crag McNeil Associate Broker willfwaw Really 43W Arena Hlvd., Suits 101 Arfchomge. AK 99309 _• Mr. McNeil: jiEFr Soils investis"lon fac on -mita Septic—N. R*M&1 sderMIX NWA, NM4. Sats Sy, 712N. RDW, S -M . per req+ It on filly 2;, 199ii, we cmductod an onaile evalcmdon of the f ltty of h+sfallieS an tursite septic oyster' for hauft single family residential construction. As, part of this investigation we excavated two test pith along the wastem odge of the property, the results of which aro attached. Locadow • The property is bordered on Hee-north by );est 1400 Avenue and on the south by PjdQt txeek Road. Access to tt+c she was obtained through Old Rabbit Cseeh Road and M 140* from the weak The area is s.datively flat sk:ping from' south to north. Storak Addn. 63 is undeveloped to the south and southwast while Sleepy Asses BID to the west is fully developed with o Ee*1te cepa- and a community water arysteat. The property directly to the north and oast is undeveloped and with residential developtn"d occurring to the northwest end northeast These developments are with individual on-eita well and naptic Local Acro sed Soft Charaeteristld: • Tido site along with the adjacent properties is noted for high ground water. Aper tmvcrsinX portions of the propcxty we identified the far weatem portion 66 having the only potential ktatSona for an on-site septic eystsm. Mw eastern 2/3rds of the property was soft marehy and had vtuylag amounts of open water. Previous attempts have been made off aibe by adjacent property owners W ie -route and control 6Urlilm runoff. For the most part these attempts have been accaptable old oagh even Minimum modification tq t1w surface Tunolt can kava serious complications for dove► stream property owners, and thereibre cart should be taken when attamptiniC ba control sud*0e and attbearfaire water @Aurae, - r •3rd !welt ad•o{-Sny Ittt"094Oa 05/03/99 13:33 :O14THa7N1nHa CM :RH 3U* TX/l1% NO.8443 P.004 ■ 05/17/99 10:38 NAI 19075eM5Z cut.L1r .1 ns%,.tn� �VVV ' PHONE HM : 907 5626276 tray. 03 1999 12:27PM PS Rai NATE—m- • aSrk 8g b..wtWa foe Oht4gft fwatc — N.1f66u(6dW NM14, NEU4. NEl /4. Sha !b, Tl11 19µW rap ICIE 2 0 • The solid wry siCnlRcantly throughout this area bleed o11 previDus testing we have Completed. Not only dos high goln+d wo," eodst but mUo tight soils which wxoed 120 min/inch- In&j&idm we have seen fluctuating grad water levels upwards of 4 feet Although the sods logs saw atbKkmal the site that we selected for testing has spproxivlstely 8 — 11 feet of tight silty gravel with send material (SM/GK ovedaying a V to r layer of gravelly sand. The gravelly send strata had water running from It during our excavation. Subsequent water nxmiWring i¢tdleated that ttae water level reach at of neat the surface of the ground. ILeeemmuadatiotw Dazed on the not supporta Conveytf�onall o903h testing and Water cn-sitte rAte . M=ddp codere— this nquir" that ybe a minlmum of 7 0& accepting msbrrial which this propetty does not appear to have. HPW*Vcr there are two poscble alx+mativea: 1) reroute and/or lower thewei water le ditd�irag, curtain daais+a of other anenus Or. 1k'equesting with construcum of an i utovatIve sapt(c system% design (bio- dw ticiclhtg upfloW. tratertnittent sand filter, ebc. ). Saeed on the A" of the lot x ave that you would be able to install an on-site naptic system although the costs could eerily exceed $20.000 - Thank you fir t1w opportunity to provide this information, i can be reacted at 6%- 611.1 or by &K at 6%-8111 if you have any qua%Ucau regarding the above or any other options you may want to consider. Rnspe *MUy subenlbbed, RM. its rmglneoring Kenneth. M. , Q >~ attachm m"30ila 3ogs (2) ale 680.1 tot=ot aa-of-Bnv Ittmmozoe /ONIU33NIUW3 a" r.10 fug 05/03/99 13:33 TX/RX N0.8443 P.005 VV/L/I YY •V•YV /'/V\ •YY/VVYVYVY VVLY\1 Y \)OV•l\\V PHM4E NO. : 907 5626zm I:NGINIfFRIM: ?04 1 Z TAVLM1C:AN ULV 1>• ,V. vu• May. 03 1999 12:27M P6 M �.%l..I�n1-.N I w vs .• •M"Ta. W Ij Yf/I SOILS LOG - r=COLATION TWT PMtfv.rnnd for �CQll1%!�iGtiL% IxurPrrlvrant+l:�1rYc•,~0����a t.sal Caull G • � � fig VM44 u 4 zY M a 1AY.rs ,Waml,o 0.f SEE ATTACHED SITE PLAN FOR KOLS LOCATION Wa pnlund «w.ellewnMad' Wlw tkplsT_/L D.Ow r.aw �p.e.\.,II1w611A �� own" P +F 19• 1•rmllatMl, ltal.• ( 1�/'d I'atc ,,qq t! Yt"WR306:,�m -Not I thbfw R! x3 t: osDIP Q w 2:3f 3o..,tn L' 11, 4, I/irlawYl•I, (d,• 211 Tctl Film lM•taral,l !,(_,.lal allai ��% 4�a i l-.aV111Y1(I M I RUIN.. • '•1.1� #I u.r ob.. MM •Y.y 11Ya/�nba+I Nl M%%%mh,.b v with Y11 NAG•a 111 1641111N11••1I g11M1Y111M� u, rt11,•t un d.lw.tlu• /� 2 3 - •`l8 ... a/t oO.d :01Ict tlo•Y t-6ny 11timmul-06 volauamulOw3 ONII tR9 sus 05/03/99 13:33 TX/RX NO.8443 P.006 uail/iva lu:do rN loutooduvoA wte.u• D MAb.UMV FROM : TtE-KA ESTRTt=CO• PHOPE M. : 907 562627E jjQ�M;!W;JNlilt7UNt: gyuuo I41y 03 1999 12:213'f9 P7 r4j�r *1 {eni W SOILS LOG. PERCOLATION TEST Wo on -; !'.II,ES�Qy1, � Date jWformed:z1�-16Z_'�� w� Legs) &- J djZ2 TMTHMX 9B•2- SsUATTACH DS)TELPLAN FOR HOLE LOCATIAN 7 WsaGl�undwaMo.caMtaredi 71Iha1daprt�i �J II Sa s• � 6• 7- • • 0 Z7L Ai#- i.,a�triaL ,► aa ep for drat 4es"las j xyn 05/03/99 13:33 TX/RX N0.0443 P.007 m 3 K ,�57pSFJCO. 4 q aN &WA •� � 'THs8-2 • . TH98-1 Fq. 90i ..i rygy. 03 1999 12:47%'1 P2 [•l 9 ' ss C, • 00C� � R s _,;' 1Ei 4•NES/4 y,rct!{IpnnNc oa�at. Kvo NES/4.5E0.35.TS�.R W.S.M. .� w •+�-*7*• t*%O" �"° SOILS,INVES-nGATION q vmnff�wa a/n a`a� b1 1/ }M.4e1r4 Ilea N" 0000♦ v T.d -190 XG NO. ee K • pry sbr4 let:at e9•ol-bnY !{{16V0o10e �OAfyg9NI0N9 QrVN r B 1° 2•d 4698-662 L06 u4or pue gooey •ePUIT®N d2e:20 00 so ,,dd • sem' Cullips Excavating, Inc. TIME• TO: Filwli� 11 /A THANK YOU 11111111 6129 Petersburg Street • Anchorage, AK 99507 • Phone (907) 563.5464 • Fax(907)663-0082 11 /A THANK YOU 11111111 6129 Petersburg Street • Anchorage, AK 99507 • Phone (907) 563.5464 • Fax(907)663-0082 4 P� 1 Project No.. TESTING LABORATORY 9101 VANGUARD DRIVE ANCHORAGE. ALASKA 995M TEL 907-522-1707 FAX 901422-3403 MATERIALS INSPECTIONS T :. �.. Date .. Report No. Client ... Weather— Temperature SUT 11 fit; \1L`�l��\L\. `�!!!;!. :_ �\=� ». � : ; . ...\�..� _•� \'av0— ;• Rel. � � fir\ �_ i . \� L .a.` �` 0. lk_ 'ft- Al's► Standby Time Driving Tim. ��►i� Mileage Inspector ).' Cl .�- r Cullips Excavating, Inc. ►, c .. O I "'i III MOW DI c PAGE: LOF 7 Fi%VG� 0 C YSi1iC /�i'�S • THANKYOU 11111111 6129 Petersburg Street • Anchorage, AK 99507 • Phone (907) 563-5464 9 Fax (907) 563-0082 0 0 40 It W.D. _ BH -18 1-12-99 Elev. 371 All Samples Sha (Continued on Next Page) 3.0 14.0 27.0 34.0 39.0 40.0 VN: DPO D: RMP C= o RAM CONDULTANT6,INC. ENGINEERS GEOLOGISTS SURVEYORS TESTLAB PLANNERS COMPUTER SERVICES too, %11 + o... rr.... r.r onor rw+l W-Im ORGANICS AND TOPSOIL ------- SILTY SAND WITH TRACE ORGANICS FB: NA GRID: 2335-2337 (brown, moist) .c . PROJ.NO: 851132 :ALE: 1•z5' ,DWG.NO: B-21 10 10, MC=10.1%, P200=38, SM', F3 c •' SILTY SAND WITH SOME GRAVEL (brown, moist, medium dense, gravel to 2') 25, MC=8.1% with cobble fragments 0 3O 28, MC=9.5%, P200=32, SM• SILTY GRAVELLY SAND CONTAINING COBBLES AND BOULDERS (brown, moist, medium dense) 4 79, MC=8.6% with cobble fragments rough drilling 21' to 27' O.o 6 Ret., 5014% no recovery, driving on cobble SANDY SILT WITH SOME GRAVEL (brown, dry, hard) © 50, MC=11.6% 7� 39, MC=19.5%, P200=90, LL=NV PI=NP, ML SILT WITH TRACE SAND (dark brown, moist, very stiff) ....... .......................... _........ -...................... —............................. (Continued on Next Page) 3.0 14.0 27.0 34.0 39.0 40.0 VN: DPO D: RMP C= o RAM CONDULTANT6,INC. ENGINEERS GEOLOGISTS SURVEYORS TESTLAB PLANNERS COMPUTER SERVICES too, %11 + o... rr.... r.r onor rw+l W-Im Service High Reservoir Anchorage Loop -Phase V FB: NA GRID: 2335-2337 6TE: JAN.'99 LOG OF TEST BORING BH -18 PROJ.NO: 851132 :ALE: 1•z5' ,DWG.NO: B-21 BH -19 Elev. 373 1-13-99 All Samples Sha .5 SILTY SAND WITH SOME GRAVEL (brown, moist, medium dense, gravel to 2") 0 23, MC=7.9%, P200=38, SM•, F3 0 20, MC=8.5% 13.0 SILT WITH SOME SAND AND TRACE GRAVEL (brown, wet, stiff) O 10, MC=16.9%, P200=65, LL=NV P1=NP, ML 18.0 ® 34, MC=6.0% SANDY GRAVEL WITH SOME SILT CONTAINING COBBLES AND BOULDERS (brown, moist) 5O 23, MC=14.6% SILTY SAND WITH SOME GRAVEL (brown, wet to moist, dense) ✓�o © 50, MC=9.8% a GRAVELLY SAND WITH SOME SILT (brown, 17 moist, dense) O 43, M6=1 1.6%, P200=64, LL=19 PI=2, ML SILT WITH SOME SAND AND GRAVEL (gray, dry, hard) on Next Page .._.............ge) .................40.0 DPO v Service High Reservoir FB: NA RMP R&M CON8ULTANTB,INC. Anchorage Loop-PhaseV GRID: 2335-2337 JAN. 99 ENGINEERS GEOLOGISTS SURVEYORS TESTLAB PLANNERS COMPUTER SERVICES LOG OF TEST BORING PROJ.NO: 851132 1•=5' nogdo» 'a-ner BH -19 DVVG.NO: B-23 . BH -21 Elev. 374 1-15-99 All Samples Sha SILTY SAND (brown, moist) 1O 18, MC=6.5%, P200=40, SM',F3 SILTY SAND WITH SOME GRAVEL CONTAINING COBBLES AND BOULDERS (brown, moist, dense, gravel to 11/20 2O 26, MC -10.0% SILTY GRAVEL WITH SOME SAND (brown, moist gravel to 11/2" subrounded) 3O 13, MC=10.1%, P200=39, GM• (medium dense, very moist gravel to 2 12") M O 27, MC=13.3% INTERBEDDED SANDY SILT AND SILTY GRAVELLY SAND WITH FEW FINE SILTY SAND INTERBEDS (gray -brown, moist) •q0 o SO 22, MC=3.9% very E © 18, MC=14.2% SILTY SAND WITH SOME GRAVEL (brown, O Ref., 78/11 MC=14.0%, P200=67, LL=NV PI=NP, ML SILT WITH SOME SAND AND TRACE GRAVEL (brown, moist very stiff to hard) (Continued on Next Page) 20 22 NA OPO o Service High Reservoir Fe: CKD:. RMP o RO.M CONDULTANTS'lluc. Anchorage Loop-PhaseV GRID: 2335-2337 ENGINEERS GEOLOGMTS SURVEYORS TESTLAB LOG OF TEST BORING PROJ.NO: 851132 DATE: JAN. T9 PLANNERS COMPUTER SERVICES µ., ...•..., ..-.. nw, L.m ut-ner B H-21 DwG.NO: B-27 SCALE: 1'=5' .,a. vw. BH -20 1-14-99 Elev. 372 All Samples Sha x SANDY GRAVEL WITH SOME SILT CONTAINING COBBLES AND BOLDERS (brown, moist, dense) 1O 19, MC=5.4%, P200=21, GM•, F2 14 18 18 20 OPO I� Service High Reservoir smooth drilling at 8' o O RMP - P&M CONGULTANT81IN113 Anchorage Loop -Phase V GRID: 2335-2337 0 14, MC=12.5% ENGINEERS GEOLOGISTS SURVEYORS TESTLZ; LOG OF TEST BORING SILTY GRAVELLY SAND (brown, moist, dense) PLANNERS COMPUTER SERVICES 14.0 c 33 74, MC=5.9%, P200=28, GM* BH -20 DWG.NO: B-25 GRAVEL WITH SOME SAND AND SILT O • CONTAINING COBBLES AND BOULDERS a (brown, molsL very dense) �A ® 55, MC=8.5% 23.0 O5 29, MC=15.3%, P200=62, ML - SILT WITH SOME SAND AND GRAVEL (brown, wet, medium dense) o.. 0 0 29.0 78, MC=11.9% dQ -a SANDY GRAVEL WITH SOME SILT AND Q •Q INTERBEDS OF SANDY SILT (brown, moist to v. d wet, very dense) 34.0 35n� W.D. — e '• O7 47, MC=21.0% SILTY SAND WITH TRACE GRAVEL (brown, ,. •. • wet, dense) 39.0 o.+. a. .._.. _....... ....................................................................... 40.0 (Continued on Next Page) 14 18 18 20 OPO I� Service High Reservoir FB: NA o RMP P&M CONGULTANT81IN113 Anchorage Loop -Phase V GRID: 2335-2337 JAN. 99 ENGINEERS GEOLOGISTS SURVEYORS TESTLZ; LOG OF TEST BORING PROJ.NO: 851132 PLANNERS COMPUTER SERVICES 1-=5' o m www+►+ www r. owr tart o»-ne+ BH -20 DWG.NO: B-25 40 ft W.D. _ BH -17 1-11-99 Elev. 371 All Samples Sha 1.0 SILTY SAND WITH SOME GRAVEL (brown, moist, dense, gravel to 2" subangular to subrounded) Q1 26, MC=7.8%, P200=33, SM", F3 /06' O2 25, MC=9.2% ;o (wet) with zones of sand, silt O3 24, MC=14.4%, P200=61, ML' SILT WITH SOME SAND AND GRAVEL (brown, moist, gravel to 2"). Interbedded with ® 39, MC=9.3% INTERBEDDED SANDY SILT AND SILTY SAND WITH SOME GRAVEL (brown, wet, aravelto 2.5 ") O 66, MC=10.5% SANDY GRAVELLY SILT (brown, moist, very dense) © 77, MC=12.2% GRAVELLY SILT WITH SOME SAND (gray -brown, moist, hard, gravel to 20) O7 95111', MC=13.3% with thin wet sand layers 1 W o � 0-371.01 970 2- -368 1 342 ; .. ... ... ...........................40.0 40-1-331 (Continued on Next Page) DPO o Service High Reservoir FB: NA CKD:. RMP RSM CONSULTANT8,INC- Anchorage Loop-PhaseV GRID: 2335-2337 DATE: JAN.'99 E�.N puNNER5GEOLOGISTS O IS COMPUTER SURVEYORS TEST LOG OF TEST BORING PROJ.NO: 851132 .1.1 � �-�-"-+w'- ~1 n -a no-lw BH -17 D NG.NO: B-19 SCALE: V-5' W.. Sand I ::Icrs • Anchorage Tank& Welding Inc. hap:hwww.ai-acittank.com/beptic—Nystems/!iand—t iftirs/sand—tilters.till Why an Intermittent Sand FI Where high groundwater, pool septic system, the Anchorage Tucked neatly underground, n the landscaping so you can er System Operation Concept; Raw sewage from the house en the surface and slowly digested Easily digested solids are broke "quids and gasses: When the 1' . e tank to pressurize the distrit Evenly spread over the surface naturally occurring microorgani: contaminants. In the bottom of the sand filter, places. In a bottomless sand fl gravity discharge sand filter, th underdrain pipe and flows into ttomn I OII Water Back Is, bedrock or other site constraints rule out a cone k Intermittent Sand Filter (ISF) is the ideal solution. im ISFs can be planted over with lawn or flowers to b your yard. s the septic tank, most often a S.T.E.P. tank. Greas Aids sink, forming a sludge layer at the bottom of the sown by microorganisms and are biologically chang id in the tank reaches a predetermined level, It is pu on manifold on the top of the sand filter bed. the bed, the effluent percolates through the sand, w s dinging to sand particles organically break down treated effluent - now dear and odorless - can go to it simply percolates further downward Into the nativ is a liner throughout the filter. Effluent is collected in !duced size drainfield. hoar Firepuard Tanks 0 Septic Systeln9 esidelftial Litt Anchorage Tank& Welding Inc. e= rra Features: • Constructed to the • Watertight manhole • Coated inside and • Custom tanks, incl are available. • Available in Comrr • Dimensions and w • Approved by the A 1,250 2,500 Gallon Tom' �r1a0r0IM1MOlL talc+` 7' YFCT AF Fa-•' FLOAT ASCD BLr r44NWr' a KrM7 cu..ccrww OV+ ND STrrl —vr owu a+[.. •ria pa�x�.7 ♦♦r9TLwF ,N:. WaRlE Wvv.Lr :� —,l2 N/ 7'IN rMAV.•NEi1 ••r• w WTLr• r�"A"LS5 •yvr oi ICrAWNw AN.�te Y M+, Ra'Cm TO TMIL 4liM1r'1'1 FON T L41ptlW'1!1 p E1.3i '+/I atne.. M'r:Ns a lulrements of the Uniform Plumbing Code. mevent seeping of groundwater. t with coal tar pitch. ng special interior and/or exterior coatings. e7 C are Inco :onfigurations; single or duplex pumps. are approximate. ality of Anchorage. Anchorage A0prox Tank Model Gallons Long Number (Inches) (feet) AT1250L,250 Comp AT125OL10 1,250 (C) AT1500L 1,500 58 AT15DOL10 ',500 V-4- AT2000L 2,000 e • AT2500L 2,500 f Steel Diameter Length Length Long Gauge (Inches) (feet) Compt.1 Comp (A) (e) (C) (D) 12 58 10 61-8" V-4- 10 58 10 6'-8" 3'-4" 12 58 12 8'-0" 4'-0" 10 58 12 B'-0" 4'-0" 10 58 16 101-8' 514" 3116 64 17 11'-4' 5'-8" • • 0 Pressurized D MAnchorage Tank & Welding, Inc. in Fields (907)272-3543 { 9 a ,f a� e (907)272-3543 { 9 a ,f o £ 3 FAX (907) 277-3715 • • SGL£-LLZ Q06) XH:J 1 £tiS£-ZLZ Q06) 1.3ul '6uiplem V duel a6elogouy 0 splaig MUNICIPALITY OF ANCHORAGE • Department of Health and Human Services • On -Site Water Quality Program P.O. Bo: 196650 Anchorage, Alaska 99519-6650 907-343-4744 APPROVED ALTERNATIVE WASTEWATER DISPOSAL TECHNOLOGIES The following systems have gone through a testing period of effluent sampling over a minimum period of 2 years. The systems are now approved for installation in the Municipality of Anchorage. All alternative treatment technologies in the Municipality of Anchorage are required to have yearly maintenance performed. A notarized maintenance agreement is required for the permitting and construction of these systems. BioCycle Developed in 1982 in Australia, the BioCycle is a compact, aerated wastewater treatment system. The fust BioCycle installed in the USA was installed in Anchorage in 1994 and over 40 systems are currently in operation within the Municipality. Other states have followed Anchorage and have approved the BioCycle system. The BioCycle is used in place of a septic tank and has 4 chambers which provide aeration and solids settling. The system can be used to treat up to 600 gallons per day of effluent, sufficient for homes with up to 4 bedrooms. The BioCycle may also be used to treat more than 600 gallons per day when used in series with a septic tank. Because of the additional treatment of the effluent, the required drainfield absorption area is reduced by SO%. E BioCycle Absorption Field Intermittent Dosing Sand Filter Intermittent dosing sand filter (IDSF) technology 1 1976. The concept has been refined to its current kit form for use as a conventional system in most sand filter systems of various configurations have and continued monitoring has indicated excellent i There are 2 system configurations approved in Septic Tank Anchorage. The w/ codes Tim bottomless IDSF has no liner so the bottom of the sand filter is utilized for absorption of effluent into native soils.. IMI The standard IDSF has a lined sand filter where the treated effluent is collected and sent to a conventional absorption Bottomless I field. been in use in the United States since to and is now available in a prefabricated _ es. It is estimated that more than 15,000 ;n installed in the United States to date dts in effluent quality and reliability. Sand Filter w/ Ah Lim Dosing Sand Filter The effluent quality has been good and very consisient from system to system so large reductions in absorption field sizes are given to all IDSFs constructed today. The effluent quality, the ease of construction and the minimal maintenance schedule make the IDSF easy to operate. Approximately 40 intermittent sand filtersave been installed in Anchorage. Septic Tank Sand Filter w/ Dosing timer w/ Air Line; I Absorption C:�Li Intermittent • K=aPA= OF NMRACE AMW.. Man Kr=K`1 FMRU98 M On' If. JL B, cr Well Clasisificaiticna==4 . Date 03VIe d"' Well ED9 Present Total Deptha/r-Cased to ,0, . 1. Ptm set A Static Wziter Level "Sanitj I Casing Height Abom around iq Electrical wiring in Condilit a.e Wt 'from wall: Separation Distances On ,o septicAlclding Tark on Lot To Noarest edge of Absorption Field on Ii, .., - ., ' . To Nearest Public Serer Linn wile Date Water SaVls Collected By tk Aftefful E A ,WLM of MLIMIDE Dipl. OF MMTM & 1, - JONWNTA FROTEcrom r. 'APR; ............ 171' -Si Date Installed r q.- Standpipas ai y ,zr.t* East P=QG1m repression over Tar, jxaIm:-I,I-A - I f6erO ct on file; (YM) ij inta=xz Contract 17A,flilt� mmi it )-� 'To Holding Tank High-iiAter, Al Kya2 �A: 12 ldftri Wv K, SepticAlo ng Tarlk,,.,i� Separation 06tai'10114"frcm I . I suildina-P T. alter -supply W', To jjp06il"r I ial TO Property Lira zv To Water min/Serdoe'Llne .. c* Camim ts Ra,celpt, Date Pai All f .–OfT ipage 1 of 21 in 1. � i , . t - F j i i ` � ' .• i, t r i [ r v - ti r i � 1 -. � +2 �' •� • r ♦ � : }. nl t lr r 7 a � �1 }'i I\ • !. tl w r n. r r o•Aif •) 11%f J•:r� y�, �. I J ' - '\ I ` ^a I a� ?.f j. t , f •rr: aa�n et/� ^1• f •Y s , ,' Y I 1 1.. t, � L f .w ' - r aj.T a. � f,tG13 HI^I -nk s ,tr[L•�7\ rT �j ^ Z a rnl + 1��.Y �r a. {^ `'! O •. t Tar 3,�r1G•J�r� r�a r�. 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Wt.L DATA Well Classificaticn ZZ AfG Well Icy Present Y )'i Total Depth 7-07' 1 1 Cased Static water Level Zo_T_ Casing Height Above Ground �Z• Electrical Wlrinp in CmA:it C: Separation Distances fron will: To Septic/Holding Tank on Lot To Nearest Edge of Absorp, M Fil To Nearest Public Sewer.Lire Water Sample Collected By, Water Sample Test results, Y CF ANUDI ORM AP T - F Legal D �A If A; B C Date CwQ e 3r, ' Pump se� A t on Lot&L _ To Nea Jrs JJ II C, D.E.C.' oved(Y )' d %-Z3-YY Yiel IX 6AI _ Depth of Grouting u,J,rA1,N)Ai Sanitary Seal on Casing Y ) Depression Around Wellhead (YO— .j Y )_r an Adjoining Lots /00 [-F [ Cn Adjoining Dots/So ± To Nearest Public Sewer : Sewer ServiC/¢ Lire on Lot i -414- •B. SEPTIC/HDLDINC TANK D41'A Date Installed 1- Pt SizglI /Li fi. L. No. Calpartmsn[s 7i Standpipes (Y 'N) Air -ti t Caps (Y ;)) Foundation Cleanest i) Depression over Tank (Y N to Last d/✓ Pumpin2/Maintenance Contract on Fi (Y 1 Ir for Holding Tank High -Water Alarm Y )� 76perary Holding Tank Permit Y ) Separation Distances from Septi lding Tank: To Water -Supply vbll __[�/ • To Bu ding Foundation To Property lira /0 f -h �� To Di I al Field To Water Main/Service Lire / A To S in, Pond, Lake, cc Major Drainage Course W14 Caments M h/Mat) T 57^D sA Vf (page 1 of 21 0 U 6E...ld L Raceipt Date Pa Amount: i To Tc trunk) 1' Ld: IP I t� r� 2-15-e4 AMICOAL1.f Of DEPT. v NCE (MOA) 'AL (HAA) • DEC 2 J M4 f 1984 ; !scription: p' U/r�C (� Pe X IVkPS i/L[.S SA C, D.E.C.' oved(Y )' d %-Z3-YY Yiel IX 6AI _ Depth of Grouting u,J,rA1,N)Ai Sanitary Seal on Casing Y ) Depression Around Wellhead (YO— .j Y )_r an Adjoining Lots /00 [-F [ Cn Adjoining Dots/So ± To Nearest Public Sewer : Sewer ServiC/¢ Lire on Lot i -414- •B. SEPTIC/HDLDINC TANK D41'A Date Installed 1- Pt SizglI /Li fi. L. No. Calpartmsn[s 7i Standpipes (Y 'N) Air -ti t Caps (Y ;)) Foundation Cleanest i) Depression over Tank (Y N to Last d/✓ Pumpin2/Maintenance Contract on Fi (Y 1 Ir for Holding Tank High -Water Alarm Y )� 76perary Holding Tank Permit Y ) Separation Distances from Septi lding Tank: To Water -Supply vbll __[�/ • To Bu ding Foundation To Property lira /0 f -h �� To Di I al Field To Water Main/Service Lire / A To S in, Pond, Lake, cc Major Drainage Course W14 Caments M h/Mat) T 57^D sA Vf (page 1 of 21 0 U 6E...ld L Raceipt Date Pa Amount: i To Tc trunk) 1' Ld: IP I t� r� 2-15-e4 pMuniclp lity of Anchorage ' De anent ofl�iealth 8 F{uinan Services !� HEALTH AUTHO ITY APPROiAt• CHECKLIST OI'� rn9l�noep Legal DescliDtion: a" �v S„! Parcel I.D. I � A. WELL DATA I - Well type If A. B, o C. attach DEC letter. ADCC water system number Io 1980 Driller P+ -.oar} N �'t.l.'� Date mpSeer ' Log present (YIN) leted 1-411 i � Totaldepth t I Cased to Casing height —s¢ Sanitary seal (YIN) Wires properly protected (YIN) I iI FRb WELL LO j AT INSPECTION g Iv -£}o i 61r�s m Date cf testi ' 9 l o Z Bv. 22' m 4 Static water level l �— Z'S g.p.m. 3.o g.p.m.m Well flow I `" 0 g t Pump level hh Z SEPARATION DISTANCES FROL WELL TO: i I I Septic/holding tank on lot 100 + On adjacent lotsI 1UO 't 100' r" n adjacent lots Absorption field on lot " �� Public sew rmanhole/cleanout_ �"IW Public sewer main - +I UV -, •.•_-___. Sewer service line Parol um lank WATER SAMPLE RESULTS: ,J Nitrate 1 •� Other bacteria m _ tlt Colifor (yt9�9 Colla ted by: Date OI sample: i i I a. SEPTIC/HOLDING TANK DATA ' Z Date installed _—Alqt 9 IooO Compartments Tank IIize Y Depression (YIN) oundatont Cleanou!s (YIN) _ H,ah water alarm (YIN) I N II farm tested (YIN) bbl , Pumper ,_.�./ �C St t5 .. -. SEPARATION DISTANCES FRU I SEPTIC.' OLDING TAN TO: + %anslpnlot __{'� Onadjac ntlots Foundation 6 +10' bsorptionllield t3'i. —Water mainhervice line_z5_L TO proparty lore i -4106 Surface water/dratrege CONTINUED ON BACK PAGE i i i Ul 0 n s.0 rat ua\w .r c..IKiK .} arq•.\rtal .w. IOaI MNNr, a•b. 1 P u 11T Ha, .r ba L) of L' [Ka) I %III[ a 00)4 atlalT4K M pT11U1 400ACtl i I Ifi l 1 1 I I 1 1 I 1 I • r•\ _• 1 l t t 1 L t ! e.f1.Od. 1 Y. Nlll lw. f�..a •• �� � hu(r..ll Y. b1Pry aLK IM a• Nu � t IK. Illtir - _ TII.•1 1. Lnrt :yAllrl\iN t1 ./Iw LIN\ f KIIM 1411M Y. 1 l..w\wl• Yry• Mr1.IM .I •.....lt.x i ]• INr\ Of NLtI It. Nuo.. tyrK WrKI .Y Mo .• M 1 L tKyn i �I LK Ylr 1. Nll aOlrl Itrlrtw) I.rIK. IM..V.. M^IKbw :. Ask, lK ' 4t.rl•1 T bKr it nf. Dust. WI Rut Dlrlwn DM •\ ^ ❑I.ItK ❑brK ❑O~. /• ri ❑bL.r / '• -r L. Y[tl ❑MKKI< DlMllt fWll IN.KI1 D ❑IrrlL.11.w ❑LNYrtr ❑�Kl.l ❑rptt411 DUYry / ,•/ r Cyt\ L. ), L1fIK1 DTMK/tIN uMINL /�•Qrt. f..tw YlLwt 1 (tet 1✓11• / � f OQ L II.IN M Ntat L+/1/T••.i� hnt �r:1 %ntq: �. Li.�wt IMt/YJ sit., r lWltl fa MM.M rp 1M Il. II UIIyU •� 1 1 1 I I y "Alit NTI.:MtI ry. DN.•. Rblr I.N ... tK. Ip..1 MKplrb r I 1 I& IWI4 Llrll blr I.K -11-0 zft. . t., /It \. Ir I, -2:c .. rt../t., I 1 I I 11. N0. .W LWIITIMt 1. .11•..ra I11 Dlltyo N.N., I.M. 1 1 '1 1 IL 0041114: twit ar..Wl DTK ®n MtOl.11 ❑VI f...\ 01lY•: �,• • H 1 � I I 1� 141 /y.rl III •Kit I1b1 r �( of 410 is. Yrt K. 1 • l Lwu.L ar.. . rN.l �' L.LrnILu IN IIrY111, ❑M. DL1Mr1 1 1 1 1 1- 1 bill t I u. QTMUI ' '1 I Water Temperature: 4. rna Nu tb'NtMY culliffic nII: "1...11 ... /rill« ~ 1 tNlttlr 1 1 this L.I.tI is ;rK M 1" wit I 1 brl..p .wL "1 '0. IAJ.l1 /! i AA a i A .AIYLI( t r 1.K.r.1 \. ( �^ r.. .K t. I ti ....... ........._. i I Ifi l 1 1 I I 1 1 I 1 I A. WM DATA weft is Hell Classificat a Well Log Present Total DepN Static tater LeV61 Casing Height Plxm Electrical Hirt Separation Dista To SepticMoldi To Nearest Edge To Nearest Publi Clearmt/Yanho a. Hater Sample Coy a Hater Sade Te: 1 i H:. SFiPPIC Date Installed Standpipes (YIN) Depression over T PuTing/Maintenan Holding Tank High Separation Distan To Yater -Supply 1; To Property Lira, To.'kf U4,Maip(Ser -Ccmn;t ..r... (Papa 1 of 21 0 Il 'I O* / (s /eer.Y Ac.et M aPALm oF�ANaBt�E"iT4�A) . HEAI/LTH MmERITY MrOJAL (HAA; •-'• •' � „Ilr . .. Sr .FyEeF57ARY 1984 Nau31ow WIm."IDIWO. . gat ' Legal Description:9J� u F �yxC, App, AM) It A, Hr V D.E.C. OVe N) I tete Caplated .Sltrcr Yield JQ� ,a Ised to I' ' SOS Depthof ctoutinZ, Y r PtnIiQ Set At /,t_.!G•.�..m . Ground 2 a{ ---A n Sanitary Seal on Casing (YM) I Ou-Alit (Y/H) Depression Ararrd ?bllhead (YM) I from Wer . ink m Lo ✓ 1 4�I+. »m..t On Adjoining Lots W A kbswptic Field sstl f on AdjoinlN Lu r AIA :vex LimI '.N To Nearest Public £awr Fih Tb Nearest Serer Servlos Lire on lot VA _ rad By it I I f. [eta C, ,7 E`I .tn .n ,sults I �.r x 'D-TA 3 I Sim It 00, No. of Carpartsents �A tight Ca11pe'' 1 er)_ Foundation Cleanru Y ) N t 1 c Y ) Date fa8t Pumped Contract on Cilo Y ) . f- for Iter Ala (YM) 1j 'A Taff9orary Holding Tarn Parmit (YM) N,t s from Setic/Holdlrig Tanki IB H II j Building Faurdaticn IC .30 To,Disposal Field 1 S lire�jk1, Stream, Pond, taker or Major Drainage •,• I . s. G� C.�aq / 2-13_84 i :j i 'i L21 B5 15n,.41% Wif • MUNI HEAL C A. WELL DATA well Classificati ivi well LCg Present ) !� Total Depth____34f Ca Static water Leve i Casing Height Above round _ Electrical wiring Conduit Separation Dista from Wal To Septic/HoldirgaIIk on Lot To Nearest Edge o kxicrpticr To Nearest Public r Lire Water Sample Coll watar Sample Test Camerts i;� �.• J. is . , t• By I' I � I; ALITY C[' AN=RACX (MDA) XMiORITY'APPPDVAL (HAA) XLIST - FEBRUARY 1984 I, i� If A, B, Cc C, D.E.C• Ap roved(Y/N) S�� 2 _ Date Carpleted / Yieldr„FPM 1 to '3r/D� _ Deptb of Gtoutin t/.i,,..,, Pumplset At I(nh•.,... Sanitary Seal cn Casing N) 1N) Depression Around Whllhead (Y Id on D� i Cn Adjoining tots 100 i ioc /18" t On Adjoining Lots IWA I ' To Nearest Public Serer TU'Nearest Serer Service Line on Int .0 /¢ •^ '_Ti Date .2I B. SEFrlC/HDLDM T TA �i Date Installed Size /SSO No. of CMgar.tmarts L A11 -tight Caps1Foundation Cleanest '171 I ' Standpipes &_0Depression owr T r IY Date Last ped 2 zi /8. se Punpir,g/Mainteran�:ract File Y 1 Pum�t fu IV/IV/14/ Holding Tank HighI.�i,er Ala (YIN) Temporary Holding Tank Permit. (YM) A/ Separation. Distarx Sep ic/Holding Tank: To WAter Supply 131 7 i To Building rourAation /r/' _ To Prcp'�ty Lire II 1) To Disposal Field W r To Water HairJSer i Lireat I To Stream, PorAl, Le, cr Major Drainage Carie Converts_ I (earn t of 21 0 • pF.PT.OP ENVII 1 To Uham It May is i' I i. STM COWIFR. COYFRNOR o f� I�1HF.\T , LCONSEit ATla SERR OFFICE 1 563-RJ75 55 i 0 TEt r31L_= PWSI Mt Clese�SYstem ncernt SLEEPYi ACCording to iqe recards:on file in, this offiuI the J"OT Water System is in Regulations. 1 R I 5 1 NW r n 1lance itth the State of Alaska Drinking Water i' Stn arely. nvironmenia�l�i+ld Officer I 9 I 0 JV 0 i i i I r r r, i i 1 • I after I at p ed adding water the lour access pipes in the field had fluid dep he ranging from 14 to 31 inches. li On thql ■orninglof June 18 I observed the contractor who Installed th wastewater disposal system preparing to do some final gradin of the site. When I returned 1n the afternoon to check the M d levels. I vas surprised to discover that each of the cleanout and tonitor tubee;had been filled to a point above the water 1 rppppl, wit ;15 to 43 Inches of gravel. The only reason for someone p tting g avel in ;these tubes would be to attempt to camouflage t e pre 'ence of groundwater in the system. In my opinion, tit rend Fs the tubes useless for either repairing or testing the ay stem, ad in no way solves the groundwater problem I observed earlier. i I I: Thus II would urge :you to be extremely cautious In purchasing t666666In hoagie on the aaaumptlon that it has a functional and approve l wasteJater disposal system. I believe any future owner will �a una ale to get; Ithe wastewater disposal system re -approved v,lthout ;ealor expenditure of money. Please Heel fre 'to call me if you have further questions. i Sincerely, ! Ted•Hoore. P.E. cc. TobDen SSpurkland HunicipaI Health Department, OFi AV�Q . •' :•49rr1�9'Sy'i h /... ..�..... ...: i • � �Heooa�,. Maour s CE -3509 �. I i . i I C :i. I BATT P T 'CHNIGAL SERy�ICES- i I II Was LYYn1ON. YYAL LYGIXL[RIYG • LYEIICY CONSLRYATDN • A,YALYSR U516 ECHO 87. f MMODORE F. MO RE. P.G IA I ANCHORACL ASNA 99516 i PIl:l9a71s�s•13s! I June 18, 1987 Eqyu Labia Relocatlo Co. c/o Dynan cjRealty ' Atto1 Marilyn Warren 501 West Porthern L ghts Blvd. _ Anchorage A[ 993031 i SE: Wastewater Disp!gal System - Loc 2, Sleepy Acres S/D I � Dear Sire ' For I your req est, as relayed through Marilyn Warren at the reference4 Dynamic salty, I conducteo an adequacy tut of ;disposa system,' located at 7040 East la0th St. in we stevater South Anhorege. IS1nca the wastewater disposal system is brand Lev, and ould r, normal, circumsta..ces no adequacy test vHowe be Approval. Hoverer, required or it to eceive Health Department by Tebbe; Spurklrnd indicating that in light lot of recentlstudies in not ■u table fok on -sits wastewater disposal, your this request or an dependent engineering analysis was entirely ' approprie s. I I The estewate Idisposal system construction was installed by i South Fo kl Constlpctian and inspected by 5 6 S Engineering on June S, 987. The inspection report was approved by the Health Dapartmen oh Ju a 11, 1987. The System consists of a 1000 "bed" gallon s¢¢ptic ts�k, followed by a 30' by 46" type soil v 'th 6 ihas of gravel beneath the distribution abaorptfohnc Pipes. field he bed onteins t:vo cleanout pipes and two monitoring tubas for use in t sting the eyeataa's adequacy. When I I I arrived to conduct my teat on June 17, the Septic tank was dry, daJyiionstrating that the system had not been used ` since it, hal of voter inches3ofnwater,Inches 'them,Installdandnone eleanouttor hadt13es while n' them, • the other was dry. IThis indicated twoproblems. Most important, by as the i dication that thelbed was a least partially flooded groOndvae r, a eo Aiton rendering any wastewater disposal system ineligabl {for Health Authority Approval. Secondly, the not di(far ent : water Idepths Indicated that the system was been. Finally, the outlet Installed level, I a It should have pipe from the sept c tank sloped upnill. To f rther as ass the absorption performance of the system, I then �a'dded orde 800 gallons of water to the bad causing the ' fluid Is els 1a t a pipes to rise another 21 inches, which was • • well above the he ght of the tap of the gravel. Eight minutes I i :i. after I stopped add nt water had fluid depths [an int [[em on the mornin of June Installed the westwater div final grading of th site. check the fluid levela, I wal the cloonout and mo Scor tubi the water level. wit SIS to 6: fo• someone putting ravel in taeouflage the praence of 1 opinion, this ren ars the ti testing the systao, iad in n, I obe,r•ad earlier. j Thus. I wo ld urge purchasing this house on the and approvable ws■c rater dis ounet will be un ble to ge re -approved without &I jot e Please feel fr#alto call • cc. Tobben Spurkl Municipal gee 0 Depart I he four-iccess pipes !r the field A to 11 inches. ,g I obseired the 'cintractor who losal system preparing to do some :hen I returned in the afternoon to surprised to discover that each of had been filled to a point above pinches of gravel. The only reason these tubes would be to attemr• to roundwater in the system. In my be■ useless for eirhet repairing or 'way solies the groundwater problem I you to be extremely cautious al. �aasumny fuptl0n that St has a funetioure o eel system. I believe a the wastewater disrosal system ipendlture of money. me if you have further questions. Sincerely. Ted Moore. P.E. 49IT' yr + Meepl I wept �: 9-1 I ln: „ MlU Mf• Mfjp _ Em IID,l ]071 255 • An r0 I A DeAmOA Ane RJu00O MAO—°tJ n05 264!-Q®d 288 279 _ i C NO r[ I gl• , /4 , p I I 7 i �EEF'Y ACRES Y.Ph E/� rso J / Yae I W' � 171 i.Ay I 11 � • � Q J J r.• I I s li NY I � fm y J MMY (1 V/ 2 h Mfl I I am I Ano •YA f j lrpo • 1 r•a J r 1 8 I ws MJ I S:OASA' OAA+ �. ln: „ MlU Mf• Mfjp _ Em IID,l ]071 255 • An r0 I A DeAmOA Ane RJu00O MAO—°tJ n05 264!-Q®d 288 279 _ i ' I i I , • i I- or1. 'Pr Sc err RCRe1 6/17//'7 Se (Co aJr SW (M:r) NG (mr) I NW (W4t-I DeeM FV. 7:10 sF fr/rr !o B°F, 8D" 9/"{ BJY 07Y i Ffu,.f OVA Yr%r< µ,,o 0. f f Q" 9..r 7" 17 '• i i Y °` i I � d10 /07 D4 - t4 P-. Ty..F //.t b q..w l I77" ss" V (�orrf pfr�M atldr•/ �IS" 3d--! 23r' Y3'r • I I I I( 1 I I I •..f. +S i. ! Y i i i I � .Y........... ....... I 7 I[u o°✓ t wo i I •••• ' rwoo••a r. Yawl . r � I 1 *- �1��•. CE • 7:29 : • I ° r• ' I I //�l �pf2fl1S�h1•�i�+ I � •� I I I I �www�o• , .I�' � I 1 i I I •I .1• , •%une for ft07 I I 1 I �{: I ! � fo' 1 ,i IA 's liJ 1` d -11 I I f I, ! 1 I . i I i a3A13 M M.MICIPALITY OF ) HEALIAUTHORITY APPROVAL (HMS x.111 CF IIII LISP - FPSISIIIRY 1964 Wauuoee rm;.eloawn •uIa��ya� • www a A. FELL 110.TA Ne0 t: "t�• Legal Descr+ption:`�l}I%�'a�"!'�i Well Classification ev�--41 If A, B, 061 D.E.C. ApprovegiY ) well Lag Present I Date capleted S1rrSY Yield(.• Total Dapth a casdia to ' T-0 Depth of Cro:tirg i......1:�..... Static water Leel I O Rev. Set At &, &.,� Casirg Height AbowlCscund L' .>° . r I {vn Sanitary Seel on Casing (YM) Y .Eleptical Wiring I Xntiuit (YMI IJ Depression Around WalDead Y/H _ Separation Distances Walls�l II w.a.. WI To Septic/Holding rank or. Int f '( I Cn Adjoining tnu I44 To Nearest Edge of orption F ald cn Lot ... C On Adjoining Lots Wk To Nearest Public .awn Lias I A! To Nearest Public Serer Cleamut/Parhole—1 PA Sewer Serv:oe Line on Lct VA Water Sacple Colleeied By _ _ ��r�. I Date (. Is Water Sample Test'bsAlts Coa:ents S. h�c ,4z,:1 • I I II - � A/ B. SEPrICMoIDINc TAN:Id1TA �„ ./� r � Date Installed ill•L' iae 1000 No of Calpartme"nts Standpipes (YM)1 Air fight Caps'(YM) y Fcordaticn Clean(Y ) N t Depression over Tank YM N Date Last Pumped "A .:•1".a4, Pu pingMaintonance Contract an Filo w4i Ok t' for _ Holding Tank High Utter Alarm ( iM) 11A Temporary Holding Tank Permit (YM) Nd Separation Distances from Septic�-�b�c/1 lding T—arks To water -Supply shl` To Building Foundation IG To Property Una 30 I To Disposal Field f S Ta N?teifl g/5ervice Line (N,4 To Stream, Pond, Lake, or Major Drainage cake - . ter, a I II camera •.••- I (Page 1 of 2; / 2 -IS -04 If 0 PERFORMED P24C9 14,191 MUNII DEPARTMENTOF H'. ah L alr.: SDILS PERFORMED FO NCHORAGE LEGAL DE$RIP ETILATe:q 1 /`� 7 TEST 3 ATION TEST . A S 6 7- e • 1 s 10 11 12- 13. 14 18 17 18 18 ?0 7 Liu COMMENTS] 0 PERFORMED P24C9 14,191 MUNII DEPARTMENTOF H'. ah L alr.: IIDATE PERFORMED. MAFFA 28 es of 1 ( MD? ST 943 vr/ 1 11 ELOR SITE P:AN TcS Sllh ry.n1EJ ll.E p..wUr19A Sw a v I I: was ROUNo wATF 1 e EN1lIC NTERID. ti�� O IF MI .AT MIUT �1! EI Df PT 1 YNNrrE bl. fr.N Nr DgMM NN II Twr T.a. YNrr das I' :3h / / T • • 06 I S'o . Tl 7a .0-4 ZoJ- Ia_j O Y •o •rv� /� .1�2.. .oi TEST UN Stn.