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Home My WebLink AboutSUETAWN ESTATE LT 89L"`lou,rn 21:� dn it K:)�S\ .'s S I k - al Municipality of Anchorage Page I of a DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 • Anchorage, Alaska 99519-6650 • Telephone: 343-4744 On -Site Wastewater Disposal System and/or Well Inspection Report Permit Number: 5W950033 PID Number: 05) 5 1 tai Name: _PNlt-I.IP t 11J f1./A Me-lecEn_ Wastewater System: ❑ New ITUp9rade Address: �0.3ox (o�05b3 ABSORPTION FIELD Phone: agg No. of Bedrooms: 3 ❑ Deep Trench ys Shallow Trench ❑Bed ❑Mound ❑Other LEGAL DESCRIPTION Soil Racing: 1 D. Total Depth from original grade: GPD/Sq. Ft. 7•S Lot: p Block: Subdivision: Depth to pipe bottom from original grade: 14.5 Gravel depth beneath pipe O Sue TAWN EST.# { Ft. 3.6 Ft. Township: Range: Section: Fill added above original grade: Gravel length: I • ( FL 9 ES Ft. WELL: 9 New ❑Upgrade Gravel width: S Numbeof lines: r i Distance between lines: Ft. Ft. Classification (Private, A,B,C): Total Depth: I Cased To: Total absorption area: Pipematerial: I �Y2IVATC J05 Ft. /01 Ft. 3 SO. Ft. l '�o�7`j Driller: 1 / .TAY WILLIAMS Date Drilled: `I'ei0-95 Static Water Level: Sy{ Ft. Installer: ��P�T�A tam• Date installed: y-ao-9� Yield: Pump Set at: Casing Height Above Ground: TANK 0 GPM 1L' Ft. a Ft. SEPARATION DISTANCES )4Septic ❑Holding ❑S.T.E.P. To Septic Absorption Lift Holding Public/Private Manufacturer: AUCHORA6,E TANK Capacity in gallons:, QC7C) From Tank Field Station Tank Sewer Lines Well- i QS I a3$ I / a b /-{- Material: STET= L Number of Compartments: Surfac LIFT STATION Water Lot5.01 1 D 1 .— Size in gallons: Manufacturer: Line Foundation t� l (oC)l — — "Pump on" level at: "P ofP' level at: High water alarm at: Curtain iJ(JNK JE N N Pump Ma odel Electrical Inspections performed by: Drain Remarks: '5s-re,q A64"00tiW BENCH MARK IN PLAc9 C VM eM , C2USHz5O,,t ABAAj0Dufo) Location and Description: '60TTor•: OF Gmoj� AT Noon wa, _T (!0R1.4vz Ok {{ooSE I�**DJNOATIOr Assumed Elevation: 100 fid• •/t`- - ir> ` t4 S & S ENGINEERING F 1 Inspections performed bye Dates: 1sty—i9-9s r tYerLoo oa P NO. 204 Ii'aU-9� I Eagle River, Alaska 99577 2nd ROBERT C. COWAN e ^- � <<,''• CE - £3601 R A Department of Healt and Human Services approval t'F ;..,,,• '�, Reviewed and approved by: �2 Date: 3- --5-- 72-013 (Rev. 9/91) MOA 25 Permit No. SW950033 Page ? 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: SUE TAWN ESTATES #1, LOT 8 PID No.: 05151127 72-013 A (1193)' CD F3 TO'd w—, LU LLJ w 44 V4 W4 F4 w w 60; 'rf: 00! uO O O xOa xOa0 O 0O O 0 0 9x r4 M M tai;24 ri ca ca H H 14: cc: Hi pi t4 0 pq; U:: P: 0 4: lz r4 r6 GA ca: E:: i PS C: ol� a,: 0: 0: 0 0 0 0 0 0 0 0 0 0 0 0 41! CU: ttq 0! F. ,r: 0: W P4: 04; o z o! A! 0 0 0 a C) F IZ4f4.114 4. Wz 46489L2 5NII-il21a swtll-llim AMP 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:SW950033 DESIGN ENGINEER:S & S ENGINEERING OWNER NAME:MERCER PHILLIP & NINA OWNER ADDRESS:P.O. BOX 670563D CHUGIAK, AK 99567 PARCEL ID:05151127 LEGAL DESCRIPTION: SUETAWN ESTATE LT 8 LOT SIZE: 65340 (SQ. FT.) NUMBER OF BEDROOMS: 3 THIS PERMIT: 3 THIS PERMIT IS FOR THE CONTRUCTION OF: DISPOSAL FIELD /SEPTIC TANK / WELL SYSTEM ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH: DATE ISSUED: 4/14/95 EXPIRATION DATE: 4/14/96 1. THE ATTACHED APPROVED DESIGN. 2. ALL REQUIREMENTS SPECIFIED IN ANCHORAGE MUNICIPAL CODE CHAPTERS 15.55 AND 15.65 AND THE STATE OF ALASKA WASTEWATER DISPOSAL REGULATIONS (18AAC72) AND DRINKING WATER REGULATIONS (18AAC80). 3. THE ENGINEER MUST NOTIFY DHHS AT LEAST 2 HOURS PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY CALLING 343-4744 ( 24 HOURS ) . (NOT REQUIRED FOR WELL ONLY PERMIT) 4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING WEATHER MUST BE EITHER: A. OPENED AND CLOSED ON THE SAME DAY B. COVERED, SEALED AND HEATED TO PREVENT FREEZING 5. THE FOLLOWING SPECIAL PROVISIONS. SPECIAL PROVISIONS: RECEIVED B ISSUED BY: DATE: J � l J DATE•,/7 HEALTHAUTHORITY APPROVALS SEWERMATER WATER MAIN EXTENSIONS SEWER & WATER INSPECTION ENGINEERINGSTUDIES AND REPORTS WELLINSPECTION & FLOW TEST SITEPLANS ROADDESIGN SOILTEST PERCOLATION TEST STRUCTURAL& MECHANICAL INSPECTIONS ONSITE WASTEWATER DISPOSALSYSTEM DESIGN S&S / Apr.it 12, 1995 72 3 ZOZ Z_ 3 � ,1J Z r MUNICIPALITY Of ANCHORAGE A o Department o4 He tth and Human Serv.Lees ` v z nn P.U. Box 196650 u y o Anchorage, AK 99519 fi fli G. REFERENCE: Lot 8; Sue Tawn Estates z m ROBERTC. COWAN, P.E. ROBERTA. SHAFER, P.E. CIVIL ENGINEERS (907)694-2979 FAX(907)694-1211 Request you .ia6ue a permit to dkiU a awU and instate a septic system ,serving the thxee bedroom house on the u6erenced property. A test hate was excavated and a percotati.an test peY4orme.d. The approximate tocation ob the tat hate is tocated on the attached site pian. The, moni.to,%ing tube within the teat hate has been checked and 4ound to be dry. Attached is the proposed upgrade design. We do not anticipate any adverse e44eats on neighboring properties by the .inatat ation o4 the proposed septic system. There cute no points o4 contamination within the proposed weft radiu6 which can be seen on the. attached site pian. 14 you require add%t i.onat..in4unmati.on ptease contact us. S.inceretyy, �a Z 1? Robert C. Cowan, P.E. RCC/gk 17034 NORTH EAGLE RIVER LOOP • SUITE 204 • EAGLE RIVER, ALASKA 99577 N` 0 LEGAL LOT 8; SUE TAWN ESTATES DRAWN J. ANDERSON I CKD. R.C.C. 12/95 1 SHT. 1 OF 2 DESIGN CRITERIA: STRUCTURES, EASEMENTS, OR ENCROACHMENTS SHOWN ON THIS SITE PLAN ARE AS SHOWN ON 3 BDRM = 450 GPD AFLEMINGILSURVEYINGR SERV BY: SOILS = 1.2 GPD/SQ.FT. IT IS THE RESPONSIBILITY OF THE CONTRACTOR R FACTOR = 0.54 TO VERIFY EASEMENTS, REQUIRED SEPARATION 450/1.2 = 375.0 SQ.FT. REQ'D DISTANCES, AND PROPERTY LINES PRIOR TO CONSTRUCTION. rEXISTING CONCRETE HOLDING TANK / PUMP, CRUSH & ABANDON COMPLETELY `I I Or ••-'3 �ROEER-..C. COIVAN,�:C .- ��-''s'•, -=-3001 ".. � CONTRACTOR IS REQUIRED TO OBTAIN UTILITY LOCATES PRIOR TO ANY EXCAVATION \' DRIVE GARAGE \ �M�p\ PETERS 5' C/L FENCE LITTLE CREEEK > EXIST.�� 7T 0 FCO MP I I EXISTING 4 C CO 3 BERM LOT 8 qq HOUSE �D CK T THIS SECTION LOCATION APPROX. FENCE FOLLOWS BLUFF -LINE PROP. 1000 GAL. SEPTIC TANL100'WELL V DBL CO WELL& VAULT\ ABANDON COMPLETELY\ GREEN N OUS PROP. DRAINFIELD -EoWEL POLE.—. _ . PROP. . ,WELL DRAINFIELD: 7.5' DEEP 5' WIDE LOT 7 3.5' EFFECTIVE 41' LONG 4=12 AkEAII 6 ALL PORTIONS OF SYSTEM EXIST. CLIENT WITH LESS THAN 3.5' OF HOUSE THE ENGINEER MY �%W THE COVER REQUIRE INSULATION. ERAti TERSDWEIN TH AND D. IF PNUMETERS IN ME FlELD. If CONDNNCRY, i0 NEET SRE CONDf610N5. DRAWN J. ANDERSON I CKD' R.C.C. I DATE 4/12/95 111T '2 OF 2 I R02ERT C. CO'VIAN E ¢ C r 4, -o:71 r\L` 1 �4�<f fllvca. PlpSKP iCa. "Ji cSJ�� _�� CLEAN OUT D3034 4' PVC SOLID PIPE MONITOR T' D3034 4:' F SOLID PIPE FINAL GRADE— GRADE 5 o0 U A �P 4" DISTRIBUTION PIPE---- IPE F810 F810 PERFORATED PVC I� i MONITOR TUBE D3034 4" PVC PERFORATED PIPE �\ \ J ' WIDE DETAIL U � � L N m �) Z e Municipality of Anchorage t DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG — PERCOLATION TEST ROCERT C. COWAN CE - 8801 PERFORMED FOR: 1-A CLiL71 N DATE PER FORME& -""x LEGAL DESCRIPTION: "'r— $ c5. Jr- A.L.1�i "I Township, Range, Section: SLOPE SITE PLAN 1 a 2 e „ O 3 5 C, 6- 7 8 9 10- 0. ,0 , 12 n 13 14- 15 16- 17- 18- 191 6171819 20 COMMENTS V.0%1 WAS GROUND WATER Date ENCOUNTERED? Depth to Water IF YES, AT WHAT DEPTH? A Oepthjo ater Aper gale: Mf aring? w Reading Date Gross Net Time Time Depth to Water Net Drop 3'.3 S o y" S" PERCOLATION RATE (minutes/inch) PERC HOLE DIAMETER h)N TEST RUN BETWEEN FT AND 7 FT PERFORMED BY: ✓^`�l•" �( \� I "��^%`•e�7 CERTIFY�HAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 72-008 (Rev. 4/85) N ROBERT SHAFER, P.E. CIVIL ENGINEERS ON-SITE WASTEWATER DISPOSAL SYSTEM (907) 694-2979 CONSTRUCTION PRACTICES FAX 694-1211 and 9e MATERIAL SPECIFICATIONS HEALTHAUTHORITY APPROVALS REFERENCE: Lot 8; Sue Tawn Estates GENERAL: SEW Eft & WATER MAIN EXTENSIONS 1. The scope og this ptoject includes the insta tatwn og a give goat wide daaing.ield and a 1000 gallon septic tank to seave the existing three bedKoom Kes.idence on .the &ege+cenced p+copekty. The existing concute hotding tank is to be pumped, ehushed and SEWER&WATER abandoned in place. INSPECTION 2. Construction shall be .in accordance with the approved site plan and design dnaw.ings, Municipal pejondt with any special oa conditions, and a22 appt2icabte State and ENGphov.is.ions AND IREPORTS NEERING STUDIES Municipal Waztewatex Dtsposa2 Regutat%onz. 3. The contxacto,% ahaU be nespons.ibte gon obtaining any neceasaay unde+cgkound utility tocates. WELLINSPECTION &FLOW TEST 4. Unless speci6 ica iy agreed otheKwise, the phopehty owner. sha t be %espons.ibte gon g.inat gKading ah.eas subsequently depn.essed 44om Boit settling. On all teachg.ietd mound systema, the paopenty owner shaU be n.esponsibte gun en6u4,ing a satisgactoKy SITE PLANS vegetation gicowth oven the mounded area. 5. Cont2actons .instal ii.ng wastewater, disposat systema must be centi4 ied by the Municipal Health Department gor. system ROAD DESIGN ,insta tatEons. Owneh.s .instaUi.ng the jL own systems must a so xeceive p4ion, appnova2 gKom the Mun.ic.i,pat Heatth Depa4tment. SEPTIC TANK INSTALLATION: SOILTEST 1. A septic tank is to be covutAucted by a cexti.g.ied septic tank manugactuAen. Co"trUction shall .include two 4" cteanout6 gor PERCOLATION pumping access. TEST 2. The septic tank shaEl be sugg.icientty bedded to prevent settling oa sh.i6ti.ng og the tank. STRUCTURAL& 3. A.ZI standpipes on the septic tank shalt extend a minimum og 12 MECHANICAL INSPECTIONS inches above g.inat grade. 4. Septic tanks .instatted with less than 4' og coven shall be .inautated. ON SITE WASTEWATER DISPOSALSYSTEM DESIGN 17034 NORTH EAGLE RIVER LOOP • SUITE 204 • EAGLE RIVER, ALASKA 99577 Page, Two Lox 8; Sue Town Estates April 12, 1995 A 6oundati.on cleanout shall be installed one to bout 6e.et 6rom .the building 6oundation. In the Zine between the. tank and the, leaeh6ield thea shall be .two adjacent cteanouts (unless an eb6laent pumping system exists within .the septic tank). These eteanouts shall be located on undi6tutbed soil not mote, than 10' 6tom .the tank. The. 6itst cleanout, in Zine, shall be, to clean toward the leach6ield. The second cleanout shaft be to clean toward the septic tank. final grading oveA the septic tank shall be such that a positive, slope, exists away 6rom the septic tank. ABSORPTION TRENCH/DRAINFIELD INSTALLATION: 1. Excavate, the. proposed trench to the dimensions shown on the design. The bottom o6 the. excavation shall be within 2 inches o6 levet. Ig the side.wattz o6 the excavation become smeared, they must be. Laked or scratched (toughed -up) be6ote gravel (sewers )tock) ptaeement. 2. Once. the gravel i6 instaUed, the, distribution pipe. is to be. installed level with the peA6oration6 6ace.d downward. Gravel is then to be, placed oven the distribution pipe, to provide, a minimum o6 2 inches o6 cover aver the pipe. 3. A silt barrier must be instaUe.d between the 6inae gravel tayes and the native, soil back6ill. Ensure, the silt barrier covers the entire, gravel 6ur6ace be6ote placing back6ill. 4. Monitor tubes shad be. o6 bout (4) inch diameteA and instaUe.d approximately in the locations shown on the design. The, portion o6 the, monitoring tube extending through the gravel shall be, pm6orated 6rom the bottom o6 the tte.neh to the invert o6 the distribution pipe. This is equivalent to the e66ective, depth o6 the gravel as noted on the. design. 5. Back6ill over the 6inal gravel layer must not be less than twenty -hour (24) inches. Insulation must be installed when the back6ill depth is less than thirty-six (36) inches. The 6inish grade oveA the tAench must be mounded to prevent the. 6ormation o6 a depre6sion a6teA settP.i,ng. MINIMUM MATERIAL SPECIFICATIONS: 1. Any septic tank proposed 6or installation must be constructed by a Municipally approved septic tank manu6aeturet. Page, Thn.ee Lot 8; Sue Tawn Estates Apn.i/ 12, 1995 2. The. 6o towing pipe mateA.ials ane appaoved bon. use .in septic system .instattat%on6 .in the Municipa-ei.ty o6 Anchorage: Tyne. o6 Pipe. Pm4oaate.d Solid Cast Iron Mels ye% ASTM D3034 (PVC) Ye's Yes ASTM F810 (HDPE) Yes No ASTM D2662 (ABS) Yes Yeas Use. o6 a type. og pipe otheA than Listed above must be. appn.oved by the. inspecting eng.ineeA. 3. InsuP.ation shatt be at least 2" thick e.xtAuded direct burial polystyrene (Dow Chem.ica2 Company Sty)to6oam HI or equal). 4. Septic tank inlets and outW6 shall be. g.itte.d with wateAtight coup Zings (CauldeA, FeAnco, on equal). 5. A permeable nontoxic s.itt bann.ie& (Typa)L 3401, M.uca6.i 140/N, or equal) must be. .in6.tatted between .the 4.ina2 leaeh6.ietd gnavel layeA and .the native soil back6iU. 6. Att te.ach6.ietd gravel (seweA )tock) shalt be 0.5"-2.5" screened gravel with less than 3% pa.66 ing the. #200 sieve. 7. When sand .is being used as a 6itteA mateA.ial, .its gradation speci6.leations must con6orm to euArent M.O.A. oh D.E.C. re.quirementz. INSPECTIOUS: Typ.ieaUy theAe w.iff- be a minimum og three. (3) inspections re.gwiAe.d during the dn6taZ2ati.on o6 the wastewateA disposal system. These inspections w.itt occur as 6ot2ows: 1. The, 6dAst inspection must be conducted a6teA the excavation o6 ditches, pits, tAenehes, or beds and be6one the. 2nsta tati.on o6 any gnavel. A septic tank may be set .in place, but may not be back6.i Pte.d be6one. this .inkpe.cti.on. 2. The. second inspection must be conducted aster the placement o6 the sitt baa&i.eA, gnavel, di.6tA.i.bu ion tines, standpipes, eleanouts, and insulation, but be6one, the placement o6 any otheA back6ift. Page FouA Lot 8; Sue Tawn Estates Apkit 12, 1995 3. The, 4inat inspection is to oeewc upon 6inat g)tading a4 the p)topeAty. 04ten thele will be more .than these 3 inspections )tequ.fned, espe.ciaUy with the .iv,staZ&tion o4 mu tipte t)tenehes, sand 6itte)ts, pteszwLize.d dlstA.ibwtion systems, etc. Thus, the. .inspecting eng.inee+c .is to be, contacted at teast 24 hours ptio)t to .the, sta)tt o4 const)tuetion. Ib necehsa)ty, a p)te-eons.tAuction meeting wi,te take place on-site. The inspecting eng.ineen w tt not coo)tdinate, diAeet o)t cont)tot .in any way .the, cont)tacto)t's activitie%. The owneA shatt cont)tact with the cont)tacto)t to peA40)tm the, wo)th outlined .in these, speci.4.ications and ptanh and .in acco)tdance with the, attached M.U.A. penm,it. There, wiU be, no contAactuat we)tangement existing between the eont)tacto)t and S 9 S EngtneeA.ing. S 9 S Engtnee)t.ing shah be, the owneA's nepnese.ntative, and wit2 .inspect the, wo)Lk as stated above, to document the contAactoa's activities. F.ina2 acceptance o4 the contsacto)t's wo&k )tests with the owned and the M.O.A. S 9 S Eng.ineeAing shall have no Ziabitity to the owneA o)t to othe)ts 4o4 acth o)t omizzion,s o4 the cont)tacto)t o)t any othe)t pe)tson6 pe)t4ow ing wo)th on thin project o)t the 4ailwce o4 the cant)tacto)t to caAny out the wo)th .in acco)tdance with these const)tuetion documents. S 9 S Eng.inee)t.ing's .inspecting eng.ine.eA wi?.l not be )tesponsibte. 4o)t the. constAucti.on mean!.,, methods, techniques, sequence, p)tocedu)tes o)t the sa4ety p)te.cautions incident to this p)toject. CONTRACTOR/INSTALLER 33 7/ C/,-\sc- N� 3-�2d-�s- s Jyi /v e 2T- 161 T- %61 U I'A "A'( FgSe,x e.J C]' 0y V l�y 33 7/ C/,-\sc- N� 3-�2d-�s- s Jyi /v e 2T- 161 T- %61 U I'A "A'( FgSe,x e.J C]' V l�y 0 d� 1 33 7/ C/,-\sc- N� 3-�2d-�s- s Jyi /v e 2T- 161 T- %61 U I'A "A'( FgSe,x e.J C]' ROBERTC. COWAN, P.E. ROBERTA. SHAFER, P.E. April 4, 1995 CIVIL ENGINEERS (907)694-2979 RECEIVED FAX (907) 694-1211 PERCOLATION (/ Raymond L. Shafer TEST Engineering /)Technician STRUCTURAL&It — �*�` - MECHANICAL RobertCowan P.E. INSPECTIONS cc: Municipality of Anchorage ONSITE WASTEWATER DISPOSALSYSTEM DESIGN 17034 NORTH EAGLE RIVER LOOP • SUITE 204 • EAGLE RIVER, ALASKA 99577 Lillian Mc Alpin APR 51995 HEALTHAUTHORITY P.O. Box 670563 APPROVALS Chugiak, Alaska 99567 Municlpalhy 01 Anchorage Dept. Health & Human Services SEWER&WATER REFERENCE: Lot 8, Sue Tawn Estates Addition No.l MWNE%TEMSIONS Dear Ms. Mc Alpin, SEWER & WATER INSPECTION In our efforts to help you in obtaining a permit to drill a new well, the Municipality of Anchorage (MOA), Department of Health and Human Services (DHHS), has advised that your septic system should be documented. A search of MOA files has ENGINEERING STUDIES Pc 5 se Y confirmed the existingtistem is undocumented. A site MDREPORTS inspection was performed on the referenced property on March 31, 1995, to determine the type, location, and dimensions of the septic system. WELLINSPECTION &FLOW TEST During the site inspection, an 8 ft. wide x 8 ft. long x 4 ft. deep, concrete structure was excavated. The absence of an outlet line seems to indicate this structure is a holding tank. The presence of effluent, outside the structure, also SITE PLANS showed it is not liquid tight, which might be attributable to a deteriorated seams. The neighbor has said, he thinks the structure was originally set in place as a holding tank. ROADDESIGN We conclude the above evidence suggests this property is served by a holding tank which should be replaced. Sincerely, SOIL TEST PERCOLATION (/ Raymond L. Shafer TEST Engineering /)Technician STRUCTURAL&It — �*�` - MECHANICAL RobertCowan P.E. INSPECTIONS cc: Municipality of Anchorage ONSITE WASTEWATER DISPOSALSYSTEM DESIGN 17034 NORTH EAGLE RIVER LOOP • SUITE 204 • EAGLE RIVER, ALASKA 99577 �.7 39 6 N N. 0 O Ri b 3 O n C T N U,'G-' I J' y� J: 9 ••0 + n0 D 0 N .ADO>NA at s poa''u•a-sl 8A �S- ..•rI.0p.l,l .2OxO�m 'mmF� - �M -.;�'Ci •Cn< O .o ilDJ^yP�oona.an. 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