No preview available
HomeMy WebLinkAboutKNIK HEIGHTS BLK K LT 1Knl*k Heights Block K Lot 1 #018-232-22 Municipality of Anchorage Page I of -2- 2DEPARTMENT DEPARTMENTOF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Sox 196650 O Anchorage, Alaska 99519-6650 • Telephone: 343-4744 On-Site Wastewater Disposal System and/or Well Inspection Report Permit Number: sw9610� 0 PID Number: Olf2237,2.2 Name: Wastewater System: ❑ New KUpgrade fkuciz& Address: �M ABSORPTION FIELD �1"' •Phene- NCHO�AGE 95 Co No. of Bedrooms: ,3 K Deep Trench ❑Shallow Trench ❑Bed ❑Mound ❑Other LEGALDESCRIPTION Soil Rating: Total De, th from original grade: / G O. 6PGPD/Sg. Ft. / I Z —; _ Lot: Block: Subdivision: Depth to pipe bottom from original grade: Gravel depth beneath pipe a &1-TS _•� ."p•.�FL �'ic 4 fo $ Ft. Township: Range: Section: Fill added above original grade: Gravel length: WELL: ' 11New ElUpgrade Gravel width: Number of lines: Distance between lines: Ft. Classification (Private, A,B,C): EX1ST. Total Depth: Cased To: Total absorption area: Pipe material: F8/6 PEP F. lj/V,47.9 20Ft. 5 /67 Ft. p,�`' p YJ SQ. FL 45T,01 Driller: Date Drilled: Static Water Level: Installer: Date installed: Cj7G /L�/cl Co. 2- r'/ Ft.G F XCAV4T/ j -22 -C?q Yield: Pump Set at: Casing Height Above Ground: TANK %•2- GPM U K Ft. 2 Ft. SEPARATION DISTANCES Xseptic ❑ Holding ❑ S.T.E.P. To Septic Absorption Litt Holding Public/Private Manufa/cturer:�7� Capacity in gallons: From Tank Field Station Tank Sewer Lines 1 /�rticLLeR 2a f=%Ai 1000 e Well- -- 25 Material: Number of Compartments: 2 /l7' 129' r EEL Surface ' --' LIFT STATION Water /00 a- /do, •h ^—• LotSize in gallons: Manufacturer: Line // 3' 2 ' � �` �" �' _ "Pump on" level at: " poff" level at: High water alarm at Foundation 1 / 2 / m, Curtain N0Aj _ KA) w N ,- Pump M odel Electrical Inspections performed by: Drain _ Remarks �� / SePhRAr/o/) WAiVLO BENCH MARK �e Location and Description: 113M – Toa OF Dcr-6 p ® Assumed Elevation: /00,0 ENGJNkjj;R'S SEAL MINURINU 17034 Eagle river Loop Road, No. 204 ; Inspections performed by: Epale River, Alaska 99577 Dates: 1st 2nd 4 ROBERT C. COWANr�.- If � Department of Health-arid HumArg-St6rvices approval J Reviewed and approved bye'� Date: _1,Z6 As 72-013 (Rev. 9/91) MOA 25 Permit NoSW940450 Page _ _of 2 Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O, Box 196650 • Anchorage, Alaska 99519-6650 C Telephone: 343-4744 On -Site Wastewater Disposal Systern and/or Well Inspection Report KNIK HIEGHTS SUBD., BLOCK K, LOT 1 01823222 Legal Description: PID No.: CO1 CO2 FINAL GRADES CO MT1 �COMT3 CO MT2 , 88 5 66.2' V� 89.2 ................ ...... .-... . NEW 85.9' 1000 GAL 85.'l:' 85.7' r ; SEPTIC TANK n ��� ' CO3& a11 0007& {,r rl C05& C04 C08 ^ j" C06 ', n a N.T.S. 81."1' MT1 A B 7fi 7 78 7' COI 24.3 131 MT3 rI', MT2 I' FROM TANK CO2 31.3 14.3 CO3 46.1 13.9 ♦ 70.7' NO WATER FOUND h C04 71.4 35.8 C05 57.7 39.4 C06 78.1 43 1 C07 78.6 4b.1 1� C08 87.8 55.1 MT1 70.9 34.9 MT2 63.3 32.3 MT3 87.4 54.9 NEW TRENCHE — EYDEN ROAD W MT3 Mn NEW 1000 GAL. SEPTIC TANK 0 C 7G MT2I ! I I 100 1V m 1ALL R�U�US C05 CO3 irk � I C� - C 2� INSIDEFU..L DWELLING DB ° °� G D col OSSI� 19ELli Cl........ , '1 V�1 Fi ;->'3 P.UEER1 C. CO\4rAN e �{- 6 SCALE 1" = 40 VVt�ti <' `S, CE -8801 f� y� .4 72013 A (1193) 4, C1 Iz- PAGE 1 OF 1 MUNICIPALITY OF ANCHORAGE '' �I I Iei cI oo p(n DEPARTMENT OF HEALTH AND HUMAN SERVICES I P.O. BOX 196650, 825 L STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650vlk ON-SITE WASTEWATER DISPOSAL SYSTEM (UPGRADE) PERMIT PERMIT NUMBER:SW940450 DESIGN ENGINEER:S & S ENGINEERING OWNER NAME:MACPHERSON BRUCE G & OWNER ADDRESS:13350 RIDGEWOOD CIR ANCHORAGE, ALASKA 99516 PARCEL ID:01823222 LEGAL DESCRIPTION: KNIK HEIGHTS BLK LOT SIZE: 20800 (SQ. FT.) NUMBER OF BEDROOMS: 3 THIS PERMIT: 3 K LT 1 THIS PERMIT IS FOR THE CONTRUCTION OF: DISPOSAL FIELD SYSTEM ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH: DATE ISSUED:12/15/94 EXPIRATION DATE:12/15/95 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 PRI.OR TO EACH INSPECTION. PROVIDE NOTIFICATION BY CALLING 343-4744 (24 HOURS) . 4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING WEATHER MUST BE EITHER: A. OPENED AND CLOSED ON THE SAME DAY B. COVERED, SEALED AND HEATED TO PREVENT FREEZING 5. THE FOLLOWING SPECIAL PROVISIONS. SPECIAL PROVISIONS: RECEIVED BY: ISSUED BY: DATE: l -L � /KI /"1 DATE: 12 — / — C S&S� PneenrnG December. 7 , 1994 ROBERT C. COWAN, P.E. ROBERTA. SHAFER, P.E. CIVIL ENGINEERS (907)694-2979 FAX (907) 694-1211 HEALTH AUTHORITY APPROVALS MUNICIPALITY OF ANCHORAGE Department ob Heatth and Human Services P.U. Box 196650 SEWER&WATER Anchorage, AK 99519 MAIN EXTENSIONS REFERENCE: Lot 1; Btock K; Knik Height6 RequInt you .i.6aue a pe mit to upgrade the aepti-c system aehvdng the 3 SEWER&WATER bedroom house on the regeneneed property. INSPECTION An adequacy test perbormed on .the existing system bar HeaPth Autho)tity Approvae purposes bound the absorption capacity ob the system to be inadequate. ENGINEERING STUDIES AND REPORTS A test hole was excavated and a pereotation test perbormed. The approximate toeation ob the test hole ,is located on .the attached site plan. WELL INSPECTION &FLOW TEST The mon.itming .tube w,ith.in the test hole has been checked and bound to be dry. Attached is the proposed upgrade design. We do not anticipate any SITE PLANS adverse e66eet6 on neighboring properties by the .instattation ob the proposed septic system. Ib you require additionat inbmmation pease contact us. ROAD DESIGN S,incerety, SOILTEST ROBERT C. COWAN RCC/gk PERCOLATION TEST ENCLOSURE STRUCTURAL& MECHANICAL INSPECTIONS ON SITE WASTEWATER DISPOSAL SYSTEM DESIGN 17034 NORTH EAGLE RIVER LOOP • SUITE 204 • EAGLE RIVER, ALASKA 99577 0 Ln I! LEGALKNIKHIEGHI DRAWN J. ANDERSON IBDMSION BLOCK K LOT '1 CKD. R.C.C. J.W. I DATE1 2-7-94 SHT. 1 OF 2 �/ to Er TSTRUCTURES, EASEMENTS, OR ENCROACHMENTS SJilz1vN C�1 YT �RY�IA' SHOWN ON THIS SITE PLAN ARE AS SHOWN ON 3 BDRM = 450 GPD AN AS -BUILT SURVEY DRAWN BY: SOILS = 0.6 GPD/SQ.FT. GERALD V. RANDALL ' 450/0.6 = 750 SQ.FT. REQD / IT IS THE RESPONSIBILTIY OF THE CONTRACTOR TO VERIFY EASEMENTS, REQUIRED SEPARATION FqG<E RIVER. PEPS�P DISTANCES, AND PROPERTY LINES PRIOR TO TRENCHES: CONSTRUCTION. 2.5' WIDE 12' DEEP �REAc AA 1@3' EFFECTIVE & 33' LONG AREiI WEL 1@6' EFFECTIVE & 26' LONG d i LOT 9 1@8' EFFECTIVE & 15' LONG LEYDEN ROAD R.O.W. ---- ----(NOT IN) -- 2' P/L WAIVER REQUESTED PROPOSED TRENCHES - 17 EXIST. SEPTIC SYSTEM '— ABANDON SUCH THAT _T .MAY SE USED AGAIN IN THE FUTURE � r v �cF 10 RETAINING W, ALL PORTIONS OF SYSTEM WITH LESS THAN 3.5' OF 'CO ER REQUIRE INSULATION. ATH tT i�U BILE EXIST. 1000 GAL, SEPTIC TANK (VERIFY INTEGRITY) LOT 1 ;CONTRACTOR IS REQUIRED TO OBTAIN UTILITY LOCATES PRIOR TO ANY EXCAVATION WORK. I I� D Ig Ix ;:o !/ V to D 0 CLIENT THE ENGINEER MAY `/F.T: THE E.W T DIMENSIONS AND DESIGN PARPMETERS IN THE PEID. ° NSESEAPY. CO MEET S_E CONDITIONS. a ""G NIK HIEGHTS SUBDIVISION, BLOCK K, LOT 1 I p7� VV DRAWN '-KD. DATE SHT. J. ANDERSON J. W. 12-7-94 2 OF 2' CE - 3301 t ' MONITOR. TUBE LEAN OUT D3034 PVC \ D3034 PVC SOLID SOLID UPPER PIPE (TYP.) PIPE (TYP.) CO CO n FINAL GRADE CO � I' �( 0 M 0 > cul W— I" EXISTING �a RI 1000 GAL - qJ SEPTIC Q r� TANK w DISTRIBUTION PIPE --z c� F810 PVC PERF. PIPE \ (TYP) o E v O v SR �-� FROM SEPTIC TANK U c. iSR D3034 PVC PERF. LOWER PIPE (TYP.)T w U m �V) H 7 � `—M"TFQE k SEAL) 0I Municipality of Anchorage 4± •� � ,, w DEPARTMENT OF HEALTH &HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 ....... SOILS LOG — PERCOLATION TEST !' I') ^ . - ROFIRT C. COWAN a PERFORMED FOR: RLAf `. / Y ,4C�rr+G/4SQ� DATE PERFC�F�It[1F��`'` ...,,��'•� � �'�� �U. aim. ._.."yam.......... LEGAL DESCRIPTION: I /Q /��7 1 / K4,,inship, Range, Section: 1 o(ti�' "-`-7-" ' SLOPE SITE PLAN 12- 13 2 13 14 4t t 15 I 16 fI 17 I V { 18 19 `&b'tL fa �G7, �rL7 �(iN7F.-/ter /NC/kljrFj WAS GROUND WATER too ENCOUNTERED? s IF YES, AT WHAT L O DEPTH? P _ E Depth to Water After �� Monitoring? ( Date: Reading Date Gross Time Net Time Depth to Water Net Drop z3 to r 3s�a �? i�RlKe7 9VH - 'vS r, d- V'( �fS _ to N r w _ �S t 3" 3is v S to - 9 20 -{ v IL� JI PERCOLATION RATE (minutes/inch) PERC HOLE DIAMETER d L /TEST RUN BETWEEN '� FT AND 6 FT COMMENTS Ifs• EXQpt�¢gr%✓� by (AlLL.S PERFORMED BY: ACCORDANCE WITH ALL STAf�E,Aj 0. MUNIC1pAxL',,GUIDELI 72-008 (Rev. 4/85) "' V"t/Vylyi"'--- CERTIFY THAT THIS TEST WAS PERFORMED IN EFFECT ON THIS DATE. DATE:— /d- 7 / 9V S & S1 ROBERT C.COWAN, RE. �nrnG ROBERTA. SHAFER, P.E. ON-SITE WASTEWATER DISPOSAL SYSTEM CIVIL ENGINEERS CONSTRUCTION PRACTICES (907)694-2979 and FAX(907)694-1211 MATERIAL SPECIFICATIONS HEALTH AUTHORITY APPROVALS REFERENCE: Lot 1; Btock K; Kn%k Heights Subdivision GENERAL: SEWER& WATER MAIN EXTENSIONS 1, The scope ob this project .inceudes the instatati-on oU thicee teach6ietd trenches to serve the thicee bedroom iLaidence tocated on .the reberenced property and excavation ob the existing septic tank to ve4i6y its .integiu-ty. I6 the integrity SEWER&WATER INSPECTION ob the existing septic tank is poor the existing septic tank a to be abandoned .in ptace and a new 1000 gaUon septic tank .insta ted. The existing trench .is to be abandoned such that it may be used ,in the buture. ENGINEERING STUDIES AND REPORTS 2. Construction sha.Pt be .in accordance with the approved site plan and design ilkaw.ings, Munic%pae permit with any speciat prov.is.ion6 or cond.itionz, and aet appe,icabte State and Municipat wastewater D.isposae Regueations. WELL INSPECTION &PLOW TEST 3. The contractor shaU be responsibte 4or obtaining any necessary underground utiti.ty tocates. 4. Unless speci6icaUy agreed otherwise, the property owner sha t SITE PLANS be respon.6ibte 6or 6 inae grading are" sub.6equentty depressed Brom Boit settP.ing. 5. Contractors .instaU ng wastewater disposae systems must be ROAD DESIGN cent 6 ied by the Muni cipae Heaeth Department bon system .instae.2ati.ons. Owners .insta2ting their own systems must aero reee,,ve prior approvae 6rom the Munici.pae Heatth Department. SOIL TEST SEPTIC TANK INSTALLATION. 1. A septic tank iz to be constructed by a eerti4ied septic tank PERCOLATION manubaeturer. Construction shah inceude two 4" cleanout bon TEST pumping access. 2. The septic tank shale be su44icientty bedded to prevent settting or sh,i bting ob the tank. STRUCTURAL& MECHANICAL INSPECTIONS 3. Att standpipes on the septic tank shale extend a minimum ob 12 finches above bine grade. ON SITE WASTEWATER DISPOSALSYSTEM DESIGN 17034 NORTH EAGLE 141VER LOOP • SUITE 204 • EAGLE RIVER, ALASKA 99577 Page Two Lot 1; Block K; Knik Heights Subdivision "December 7, 1994 4. Septic tanks .instatted with .Lees than 4' o4 cove,% shall be .insulated. 5. A 6oundat.ion cteanout shalt be .instatted one to hour beet 6rom the buitding 6oundat.ion. In .the tine between the tank and the leaeh6.ield there shah be two adjacent cLeanouts (uneess an e66luent pumping system exist within the septic tank) . Thebe cLeanout6 shah be .Located on undistwcbed Boit not move than 10' 4kom the tank. The 4irst cteanout, .in line, shat be to ctean toward the leaeh6ieed. The second cleanout bhaLt be to clean toward the septic tank. G. Final grading oven the septic tank shaft be such that a positive slope exists away 6rom the septic tank. ABSORPTION TRENCH/DRAINFIELV INSTALLATION: 1. Excavate the proposed trenches to the dimensions shown on the debign. The bottom o6 the excavation shall be within 2 inches o4 level. 14 the s.idewa z o6 the excavation become smeared, they must be raked or scacatched (roughed -up) be6ore gravel (sewer %ock) placement. 2. Once the gravel .is .installed, the distribution pipe .is to be .installed levet with the per6orat.ions 4aeed downward. Grave.. is then to be placed over the distn ibution pipe to provide a minimum o4 2 inches 04 cover oven the pipe. 3. A s.%Lt barn ieA must be instatted between the 6.inal gravel .Layer and the native soil back6itt. Ensure the 6i.?t barrier covers the entire gravel 6ur4ace be4o4e placing back6.iU. 4. Monitor tubes shall be o6 6our (4) �-_'neh diameter and installed approximately .in the locations shown on the design. The portion o4 the moniton.ing tube extending through the gravel shall be per4orated 6rom the bottom o4 the trench, to the .invert o6 the distribution pipe. This .is equivalent to the e66eetive depth 06 the gravel as noted on the design. 5. Back6iU aver the 6inaL gravel layer must not be less than twenty -hour (24) .inches. Insutat.ion must be .insta.Pted when the back6iZe depth .is less than thirty-six (36) inches. The 6.in.ish grade, over the trench mint be mounded to prevent the 4ormat.ion o6 a depnes.6ion a6ten settling. MINIMUM MATERIAL SPECIFICATIONS: 1. Any septic tank proposed 6or instattat.ion must be constructed by a Municipally approved septic tank manu6actu4er. Page Three Lot 1; Block K; Kn%h Heights Subdivision December. 7, 1994 2. The 6ottow.ing pipe materials are approved bon use .in septic system .irvsta tati.ons .in the Municipality o6 Anchorage: Type oA Pipe Pe&6mated Sotid Ca,st Iron Yes Yes ASTM D3034 (PVC) yea Yea ASTM F810 (HDPE) Yea No ASTM D2662 (ABS) Yes Yea Use o6 a type o6 pipe other than P.iated above must be approved by the .inspecting engineer. 3. Tnbulati.on shat/ be at least 2" thick extruded direct buAial polystyrene (Dow Chemical Company Sty)coboam HT or equal). 4. Septic tank Inlets and outtets shat/ be bitted with watertight couplings (Caulder, Fernco, or equal). 5. A permeable nontoxic silt barrier (Typar 3401, M.ira6.i 140/N, or equal) must be in ta.Ued between the 6inal leachb.ield gravet layer and the native soil back6itt. 6. All leach6.ield gravel (,sewer rock) shat be 0.5"-2.5" screened gravel with less than 3% passing the #200 sieve. 7. When sand .is being used as a bitter matucial, its gradation spec.i6.ications must con6o1un to current M.O.A. or D.E.C. requirements. INSPECTIONS: Typ,ica,Uy there wilt be a minimum ob th)cee (3) .inspecti.ons required during the .instattation o6 the wa,stewateA disposal system. These inspections wilt occur as 60ttows : 1. The 6.irst .inspection must be conducted a6ter the excavation o6 ditches, pits, t enehes, or beds and be6ore the .insta2lati.on o6 any gravel. A septic tank may be set to place, but may not be back4itled be6ore this .ins pection. 2. The second in,speetion must be conducted atter the placement ob the silt barrier, gravel, distAibuti.on tines, standpipes, c2eanouts, and ,insulation, but bebore the placement o6 any other back.6.itt. Page FouJL Lot 1; Bloch K; Knik Heights Subdivision Decemben 7, 1994 3. The 6inat inspection is to occur upon 6.ina2 grading o6 the pnopen.ty. 06.ten theke w.i t be move than .these 3 inspecti.onz nequ,iked, eapec oUy with the .insta.Uati.on o6 mut ipte tn.enches, sand 6i tens, pnessunized distiLibuti.on systema, etc. Thus, the inspecting eng.ineen is .to be contacted at .feast 24 hou s pr ion .to ,the 6tajLt o6 constn.uction. 16 necessan,y, a pae-constAuctc:on meeting wilt take place on-site. The inspecting eng.ineeic wiP.Q, not coond.inate, d.inect oa cont4o2 in any way the contAacton's activities. The owner shat con-tAact with the contn,acton. to pen.6onm the wonk outt fined in .these zpec%6.ications and pians and .in accordance with the attached M.U.A. permit. There wilt be no contAactua2 a)Lnangement existing between the eontAacton and S 9 S Eng.ineentng. S 9 S Engtneen,ing shaft be the owner's nepn.esentative and witt inspect the wolLk as stated above to document the eontnacton's activities. F.ina2 acceptance o6 the contn.acton.'s wokk }tests with the owner and the M.U.A. S 9 S Engineek, ng shall have no tiabiity to the owner on to otheu bon, acts ot om,izsiov,s o6 .the contractor ok any o,theA pensom pen6onming wo&k on this pnojeet on the 6aituke o6 the contractok to canny out .the wor.h .in accokdance with these construction documents. S 9 S Eng.inee)Ling's inspecting engineer w.itl not be responsibte boa the construction meanly, methods, techniques, sequence, procedures on the satiety precautions incident to thi,5 project. CONTRACTOR/INSTALLER ' MUNICIPALITY OF ANCHORAGE —�� DEPARTMENT OF HEALTH & ENVIRONMEN TAI. PROTECTION I ENVIRONMENTAL ENGINEERING DIVISION $25 L Street -Anchorage, Alaska 99501 Telephone 264-4720 ON-SITE SEWAGE DISPOSAL':YSTEM AND/OR WELL INSPECTION I3EPOPT -- --- --N NAME '_1pHONE.a�v...__ il�a'NEW �� UPGRADE MAILING ADDRESS;� Q� c3- L LEGAL DESCRIPTION LOCATION -� LD NO. OF BEDROQMS Uy DISTANCE TO: Well ��) Absoiption area Dwelling PERMIT NO. a Q LU w OUZ _ _ Manufacturer Material Lin. cat acityv , Ions IF HOMEMADE: Inside length Width DISTANCE TO: Well Dwelling No, of compartments Liquid depth PERMIT NO. O FQ- Manufacturer Material Liquid capacity gallons O w� DISTANCE TO: Well k� r o -f- NAt Foundation Nearest lot line PERMIT NO. :,u.2 w --a No. of ines - -- Leng �t �f teach line Total IengtJt o�f Ji nes Trench width inches Distance between lines Q F p Top— of the to finish grade t L/ - Material beneath tile inches Total effective f b_sor tion area tU %E2- w Q Length Width Depth -' PERMIT NO. - Q t- wa w Type of crib --_ Crib diameter Crib depth Total effective absorption area N DISTANCE TO: Well Building foundation _ Nearest lot line J J Class DISTANCE TO: Depth Building foundation Driller Sewer line Distance to lot line PERMIT NO. Septic tank Absorption area(s) OTHER LEGAL — PIPE MATERIALS SOIL TEST RATING 1 p� INSTALLER REMARKS i r b7 f APPROVED / DATEErgd ��� €.,t�t'a�i'YtIP� �[Ctt�AYit�t;t£s t;€EILc _.. - ItIr em -t3 €, -TUCK; K 14341K -W- €G4 T`= ctF sout rs-o r tom 5-esT�-mm t--;. rR:Ew;!i mFrarpj" MY 8R 13F i R£ R I ZE OF Tom: '3,01L AaSORPTWV _ j"; rg-M c S s -'1 _ i' '€A -t PhC [_aMT14 01PtUdamI La Eye LFI -16TH (€N f r> CIF THE T tPtit-3 111 DtSD(NF[EL0. Me (DEPTH £--v 8 V- +, V-11CH OR P i r IS TW 0 Y'a rtTi`lt c€� T X11 �t4 T#� � 1� •t F;�� or- fl- s3REI9_ W AM T i f �W r rE3Pi CIF TW. F..,:.n` A T [ t)#4 4M Ps Fr::. r) _ Ti € UP) SCP' MOTH FOR TRI KfX15. Tw- Fi+HIVI i., #���qpjfm Z3 T$ Pict pNipd WPM OF ►J��t{`��1_ £1,9Zk-� 1'3 E1LIff-C } PEF-F- s RNO TWE a9 T rIX4 k -r TIME EX.CITYA T k. t_iPF -taxi-ai 'r P [` 3 iF F i ,'-SPY T #'{rd'i TW- TO INFORM TH T 5 CA .1` IR MI�N T DUR € P16 TtF r fsQ_ rY£ Ur" _CTF£:NS r.-- fldfe TO PROP RT`r feta -0 T DPs a Pro r VIC f��� k�%t 3_ �Tt`� W_�.:o Fg l: f s'. -• ="F' tv f�4�^$' i 1 f i._f T f�!U' 9,-;4 SpXp ',F= I FSM LV ANY -3YSTFM 141 P-W)UT PIk'&, iAND Iq (My ME$ t ii`l T lift -l- B 5lM.fECTI TO Pk I?# f Rif tP9 I i'i Yb1£ Pi i7 k .t,, rif #Gi IIP - Y £3)q _=-; f I f•i, #s € C> E 3 ,t .. r" T ['a PiYA#FPk�E' €?Y TEPP c: 1i4 AY`dciT€: $• I,E_ i£ A PtIYAT _aKSR LENE. IS Fll -rT I t40 f CUTS ARE: tE .X'-L11.P 1 RED AND MUST e Rv' TUP4.92 TO A COMMUNITY '504FR LINE V5 75 � TO F i 3#' t���Fztih' ihk i T k f € Tk� Yii 30f�•s"� s T`i R RE£-a£_f[REW-UP_+ Prfil? ?IPP( -10. i:r3t ST3R.i_)£-M0I{t [ GERT EFY THAT F Ott rR#k CL Y,1h' ks %TPS THEpl on- { T9 ,634 s AWN WEL Si,I' -t W Pt ia Ttgy P'JtP € o {y-µ 7y,;r!!M 84 ('1 M m rw _ o -n r THE 130 -SUE, `e - �rspa T ) € Pray 3 cis P' €Tse ';111;1-.71LUED 61Y V4.0 pal li. P.-4 g, F. -If 0 1... H FiL."I'll FINI' E'. .0 :T 10 N T F M-,fCFIl.jF`FIIJE., A 9,..154 1 ;'F_;4 -el 7 2 171 J- r1c).8,11.711,161, .:, 0, 9_ LCI C rf 060'A CY' OL( L A P P L I r: (-,I ra BRLICC.". G. 6724 11". FII`-JC.HI__RAGE 9'a: L 0 -AT lf:trJ F,.,IDj3EI.9DOl.) C.*IRCL.E I. EGAL I.A. F_LOCI-"' k"' KNIK HETGFIT!E; 2 2 0 C s -f --i F�, E:1., FE: F". T Z),o ?)0 Tl,-lPE CJF` SOIL FIB, CIRPTION Si-'STFD`I TRENCH 10- IlfT,­JI`!II._I1l !`-,11.11�113ER CjF f_-;E1.)RCOI`-I'_-; SO R F,ATING FT/Bri") THF' RF-"i"x,IlRECj OF THE SOIL ABSORPTICII'l S.'i'STEI'll I` 1--A E'P 'T" IIA ;D t_ L-:-7 p"A R."A' -1 1-0 U-7- [::, D, ­ "'" p- [F -A w.l.- THE I ... DAGiTH I.S THE; I YA FE=-EKT) OF:' THE TREIACH OF: CCR f"IINFIELI), THE ClF-PTH OF FI TRE't-1CM OF. PIT 1'7': THE DISTFINCF Bl:.TWEEI`A THF. SLIRF"FICE.." C'W THE- F'F,(:)l II'AC FINC THE".. FIX)TTOM CIF TFIE EXCTI'v'ATION "IN Fl.`ET.). THUZE 1,-:; rjo wic-TH FOF, TREtAC1­IE'_;;. THF, GRRVFT.. DL7P-f'H IS THE' t-11NII'9l IM DEPTH C"IF GFJFT-,-T­"L E:I.­_':­TWI_l'EN 'THE 01-114-FiL.L. AND 'THE BOTTOM OF Tf-lb" E.'.x: C: M -'AT IC] t-,! (''IN FT -1:- .l., 47;�.IFF.Cl F"I rA V-.- -2_7 K-1- :1- 9 PERT11T AF`PL.IC:FIN_T HAS THE. TO I NFI.-JR!"I TM:1 G-Ff:,ARTr-lF.Nl DUR' I I'lCi I'!-IF7-. fI%,ISPEC'f`IW-tl.',"l OF AhlY IdF'IA_,_::; Fil:1JACENT "ro TM' ; PROPERTY AN[.) THE, - OF.' RE SIDDICES THAT THF_' WEI L I.-ULL :._-F-MiE. ::H 1 1.4 to -Y'" I" a IrA F'l E. E G- g 0 1 1 1 U. 0 BAfA<'FlI_LltAG OF ANY 1,11THOU"I" FINFIL I N S P E C.T I Cl N FAND APPROVAL rDll, TI ­+P: -::'- 1.411-1 BE ;LIB,fEi..'*:T TCC IdELL. Fir -4D Flkh' Or -4 -SITE -SENAGE-i"' )ISPOSAL *_--;li.lSTEI,I 1,:; :1.00.1 FEET' F'OF: A PRI%.IATE I,IF.'l I CIF` V50 TO FF':ET ['-Roll 1:71 PUBLIC WEL.L. D 1E. PE N 1:1.1 rl G UPi"Dr.] 'I"HE Tli-lPF'. OF PUFLIF: NFE"LL. r-11111'.1111"ll'irl C11 FROM FI PRI%.lATE f.,IEI-.L TO A PRI%.IATE' _.:EWER IS Fl-'T..'T - - -.1 DD -1 " I 11- FI I'll"ll—IN I 'I"Y S["Jff.."R Ll t- E- S 7". FEr_-.T. WELL Lfl)(JS ARE REQUIREC, Firir musT RETURklEl'. FCt TFIF." C+--.PFlRTMF-.NT WITI-Ill'-1 c T OF THE WELL C'fDIlP1 I' H '. T I I'D P.I. .1 FIND C C'tl S TR IJ C':TT. C 11.1 DIFIGF"Atels ARE-'. c'ITFIEF: MAY FIFPLY. SPECIFICF J A%.lAILAF.,,LF" I"( ) PF",OF`-T.7R I Y I f':ERTIF'rl THAT J.: I AN FAI'IIL..*(F:lf;' 1-41TH THE REQI,.,IfREmo.rrS FOR F-ItID WELI S Fi,--. SV..T FORTH F,',' THE I"ll INI C: IF,AL. 7: "F',' OF 71t. -I D HORAGIE. I 14ILL ItASTAL.I.- THE' .:Y"TFrl Ir -4 ACCORDANCl- HTTH 'THE I UNC)FIRSTAI'll", P 11"I"I" AE TI 1­1'+­�";ITE SLI J 4ER 'STEN r,'Iffi-I RF-iDI..IfRF-' IF 'THE SY_ R.E'.S.lr.)EP,JCF," IS REETIODEL.F.T'l TO RICLUDE' VIOF.E THAtl BEDF-MOM'. I C1 N E 1:1 ..... .... ..... ... APF'I I CA Il T F.i;F:l USE 13. Il A C F', 11 F, kil. S 0 N /Llc PENINSULA ENGINEERING N LL LuF— w a 21 ImlY /b, 20 TEST HOLE LOG PROJECT: -1 o 4�1- 4 LOCATION: d / i Oc K KIV I K N-rs. 5/0 SOIL DESCRIPTION TEST HOLE #: r, " 1)42K M'Duan! DR.GAN/c cov�-2 rREM1614 -37;NW el 5-4MD -514_7- 46P /ter 4rGN-r -6Rovia sl /-79' 5,41vt) r W / TH Co 70 G 'o� ( & AA = 5 !_iGT �Row�v �19�X�Y 7- C r►r�> �iy-- F/Y 7b /-/ O 4.,E REMARKS:1iuo LQCL7'-C.✓' -e All c-0 ✓L7�aI- 7�> A( / �ere���al ioti %�j� w �w chi cet 0-yo��o�IOsQC� r A l ``nllr�I s lJ e e" /�'.�i-crc-��/�o�v �'k`!�� I'✓�-e�sure� !`� in! I�M�NUT,��, 6* R !�%sor-�a�10N rC a_ l S �7`. �eci i'o0 . LOGGED BY: Uiq�r P �f er+ l�Pr5O►J I�.E r �l� 6e F - 1 (''o oov000 ac: oc. ovocv �voo oo0 con(' 7 V4�4r.'1.r L 4n f PENINSULA ENGINEERING April 9, 1981 Bruce McPherson Silver Tip Construction Anchorage, Alaska Re: Soils Investigation Lot 1, Block K Knik Heights Subdivision Report 1181-E-6 Dear Mr. McPherson: As per your request, a soils investigation was performed on the above described lot on 4/7/81 and 4/8/81 for the purpose of determining the suitability of the lot for on-site sewage disposal. 't'ne test hole was dug to 16 feet in the lower northeast corner of -the lot in a gradually sloping area approximately 15' - 20' lower than the proposed building area. (See attached location sketch). This change in elevation will provide sufficient gravity flow to utilize any area within the test hole profile for the absorption area. Therefore, the perculation test was performed in the most logical and most probable area of absorption between 4' and 8'. The perculation test Mu was performed in accordance with the ­Mn-ity of Anchorage's recommended standard procedures and was determined to be: 16 Min./inch. This perculation rate requires a design absorption area of 190 square feet per bedroom. I would, therefore, recommend that your system be installed between 4' and 8' in the area tested and that 190 S.F./B.R. x 3 B.R. = 570 square feet of absorption area be provided. Sincerely, flu ee000aoeo .ocace oo ��, ; Wayne bTenderson, P.E. 1 l"i1-1 : S a In ' o f l �.---- �,3yq! �..V Attachments: ° fj Test Hole Log Location Map �X�X)�XtK}iX�,4X�1�'fNhX1P�X�X1CTd�P,2�'f, XX�1K7�44�X�AR1C 2820 "C" Street, Suite 113, Anchorage, Alaska 99503 276--4855 �z 7- yo , f �L o . iO"v 0"r 1) Lock' K N I K 13LOcK M �I �0rov,ut,vr 30 30 S,�l! COenta Gaf �0 30 _99_9.94 l E Y�6A/ ,COAD 30 _ Z90, 7/ A:69 f1.34 135,'6 30 90.00 /20.00 4 n o � o ° ti ,S o o ` X13 4¢ � N B9° ✓4'30„� � ,^��; � ” � 30 ,30 —'?0.00 /Z0,00 _ /,�0.00 -- /fil00—,----�U00 -- 4, --/g9,79 �L OCx �o c, o `v h %wood i00• 141- 10 0 , 14 / � 4 CJ 0r QOAO PENINSULA ENGINEERING PROJECT �/ 4� TYPICAL LOT DIAGRAM ONSITE WATER AND SEWAGE SYSTEMS KEY (5� WELL � 1 SEPTIC TANK (1000 gallon minimum) II� II I I SEEPAGE P I T IF—II FUTURE SEEPAGE PIT I ❑ ►_, 1 KEY (5� WELL SEPTIC TANK (1000 gallon minimum) II� II I I SEEPAGE P I T IF—II FUTURE SEEPAGE PIT 11-j I 0 100 FOOT MINIMUM WELL TO SEEPA( PIT AND•1.00FEET TO SEPTIC TANK O2 10 FEET MINIMUM HOUSE TO SEPTIC TANK GIS 3 X SIDE LENGTH OF SEEPAGE PIT KEY PENINSULA ENGINEERING i TYPICAL LOT DIAGRAM ONSITE WATER AND SEWER SYSTEM PROJECT M H ® WELL SEPTIC TANK(1000 gal min.) 0 100' min. well to absorption trench; 50' min. well to septic tnk EFFLUENT 5' min. house to septic tank. ABSORPTION TRENCH O 10' min. absorption trench to property line. FUTURE } 15' min, house to absorption trenc' j{ --� EFFLUENT ABSORPTION TRENCH Q5 2�iain. absorption trench separa- 4 POP 1" low; LIT A., 71 d k ... Toy I iN "lot I -S "i fly 1.1 Th W/Kv pf­� (I, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .......... 103 601 A f0i 21 W I Q1 IJ ISPs R. dmll PAW 4" mb �, , 'm I _� :�.� 1 1 "r, o"! — . , I EAXI,P TECrjot4l�s W ym 'qua �­A IVA, RA 4) 7 KIMW 1 tX, no 11 3-M 9 v j W -h Notts `—s- 44 F mat 4�' R 'I IV 1vf j A YiJ S!IV T. mat COY y rte M Q Q, -1 -1 -py3,1. f, 4 oyv �yr FTs _J,j.-�' K Q,j �>�Aj,o -0 1 1114 m 11, a�IV I �p �q k rF P Ary 0 0% 3z Fr}QQ w je q' ­Z Coy v W f7ec ; VA. 4filn— � D'GG S7i Y3 pg v too MNHI 6 �.OY 46 R, '1110 I L ' It OHS k4 r,4 AT .�QRA 117f RUN Q �unicipaIfty9'!UC orageDelopmentServicDepartment • -, :.Building Safety Division Onsite Water and Wastewater Program 4700 South Bragaw St. P.O .•- ,_ ' . .• .. Box 196650:Anchorage, AK .99519-6650 : • • > _. . www.ci.anchorage.ak:us' (907) 343-7904, CERTIFICATE OF;HEALTH AUTHORITY APPROVAL FORA°SINGLE'FAWLY DWELLING ;. Parcel I D. D1 HAA#OG Expiration Date: _7 Z O� 1., GENERAL -INFORMATION. Complete legalilescription DoT% 1� Location (site addressor directions) (33Cj0 (pC,Eu/ooD Gt(LG Current Property owner(s)V %M y phone Mailing address j33So V—WC l5u t)6D CIP— . hfJm .i *_ 19IS-140, Lending agency Day phone' Mailing address Real Estate Agent Day phone Mailing Address;; , Unless otherwise requested, HAA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: 3. TYPE OF WATER SUPPLY:. _ . _ __ TYPE OF WASTEWATER DISPOSAL: Individual Well ....... . ...... Individual On-site Individual Water Storage ❑ _ Individual Holding tank' " ❑ Community Class -Well ❑ - -Community On-site ❑ Public Water System ❑ __ ._ Public Sewer ❑ The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of Health Authority Approval (HAA) based only upon'the representations given in paragraph 5 by an independent professional civil engineer registered In the State of Alaska.'Cerfiricates of Health Authority' Approval are required for the transfer of title (except between spouses) for properties served by a single family on-site wastewater disposal and/or water supply system. DSD also issues HAAs upon request to homeowners. Certificates of Health Authority Approval are valid for 90 days from the date of issue for properties served by a private or Class C well and may be reissued with new water sample results less than 30 days old. (Certificates may be reissued for a period of up to one year with valid water samples.) Certificates aie 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 Health. Authority' Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is(are) safe, functional and adequate for the number of bedrooms and type of structure indicated herein: I further verify that based on the information obtained from the Municipality of Anchorage 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. ' I Name of Firm' `�1'H�i-N i ��i P Phone 542— 3%77 Address1;�&70 R,7_00J!1__ � �P • Me,- g4Sls Engineer's Printed Namei��tJ'r P'�� Date 5. DSD SIGNATURE Approved for 3 bedrooms. Disapproved. - Conditional approval for bedrooms, with thi �G s1TT� Additional Comments rK WATER AND •; �^= .., '. ,PROGRAM Attachments: HAA Checklist Septic System Advisory Well Flow Advisory X Maintenance Agreements Supplemental Engineer's Report Other By: �� C(f �� zi� Originai Certificate Date: (Rw. 1Na1 Municipality of Anchorage • Development Services Department Building Safety Division On -Site Water & Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519.6650 www.ci.androrage.ak.us (907) 343-7904 HEALTH AUTHORITY APPROVAL CHECKLIST Legal Description: I1rr- �� B"V4c - ak v 144-• Il- kJ • Parcel ID: 019'03;;QoZ A. WELL DATA Well type ' -I(kf-C- If A, B, or C provide PWSID # _ Well Log (YIN) �e7s_ Date completed Sanitary seal (Y/N) -\Le7s Wires property protected (Y/N) Total depth �ft. Cased to -1�1-11t. Casing height (above ground) _A+ n. FROM WELL LOG Date of test pv� 81 Static water level Oj D ft. Well production O'"i2 g.p.m. WATER SAMPLE RESULTS: AT INSPECTION O.P.M. Coliform -12—colonies/100 ml. Nitrate 2 -a_ mg.A. Other bacteria O colonies/100 ml. Date of sample: 'l' 5 - dZ Collectad by: 09-45 f �12*4 B. SEPTIC/HOLDING TANK DATA Tank Type/Material li I Date installed 1-7-A Tank size 4022_ gel. Number Compartments y Cleanouts (Y/N) �GS (t*I sto� .'^ Foundation cleanout (YIN) Depression over tank (Y/N) L10 High water alarm (Y/N) %_ Date of pumping �LI-22, Pumper A --f- J[06&g-- 6V5 C. ABSORPTION FIELD DATA Date Installed IJ9 Soil rating (g.p.d./ftz oP44bdrrn) O•& System type TT20,IU4 �ength l5 ength Width � ' S ft. Grav 1 below pipe '(po I� �� Tota�d6 tN ft. Eft. absorption area�ft2 Monitoring tube�S, Depression over field 1.10 Date of adequacy test Results (Pass/Fail) LJ455 For 3 bedircru s v f8� ,tix p• 1�1j I S 13 } 04% 5to�¢ Fluid depth in absorption field before test in. Wstar adder�al. New depth 1.1. i ISIW ! ISh�W• tyS,�r'S4• o• ��jp t -d uyY Elapsed ime: &mtn. Final fluid depth In, / /osorption rate >=_ p. Any rejuvenation treatment (past 12 mo.) (Y/N & type)Pito If yes, give date D. LIFT STATION Date installed Size In gallons ' 'Pump on" level at _ in. "Pum o ' I = Datum Cycles tested E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tankilift station on lot I t / Absorption field on lot l a -q / Public sewer main 0. 6 Lk- SewerlsepUc service line A-17201 Manhole/Access water alar level at Meets alar & circuit requirements? On adjacent lots ? (DO On adjacent lots Public sewer manhole/cleanout ui: in. SEPARATION DISTANCES FROM SEPTIC/MGHNNJ STANK ON LOT TO: / / Building foundation 5 Property line '�✓ Absorption field G / Water main Water service line �'3 % Surface water � o8s�evm Wells on adjacent lots SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line 2.-r- Building foundation �� Watesmain AA �/ ' N;�9 � r Water Service line �� Surface water riveway, paridnglvehicle storage I Curtain drain 01A- Wells on adjacent lots p M F. COMMENTS )r l0 ,;0pA#A11,&0 VJ4*A�p {c_jZ 11UP14 S 105%0r-T,^l NVF& ZT, G. ENGINEER'S CERTIFICATION I certify that I have determined through field inspections and F�9 review of Municipal records that the above systems are in conformance with MOA HAnnA__ g.,,uiid�del''ines in effectt on this date. Engineer's Printed Namei'�ICXN"r �� GR'r� Date HAA Fee Date of Payment —J—iZ - OZ - Receipt Number 107101 (Rev. 12/00) Waiver Fee $ Date of Payment Receipt Number /tI� ME Environmental Services Inc. aa. CT&E ReE# 1021151001 Client Name Eaton, Brent Project Name/# Ll B k Kink His Client Sample ID Well Water hlatrla Drinking Water Ordered By PWSID 0 Sample Remarks: Client PO# Printed Date/rime Collected Daterrime Received Date/rime Technical Dyiirrec-ttoorr�J'n', Released B D v V 03/07/2002 12:39 03/05/2002 13:30 03/05/2002 14:40 �Stephen C. Ede Allowable Prep Analysis Panmeta Results PQL Units Method Limits Date Date Init Waters Department Nitrate -N Microbiology Laboratory Total Coliform 0 LL 2.28 0 0.200 mg/L EPA 300.0 (<10) 03/05/02 JDT col/100mL SM189222B (<1) 03/05/02 KAP ........;�,ySUO� A PH �y*� �10_,id­M. .... ... Dreyer :... o LS -10392 •'• >� 5 LEYDEN ROAD S 89°58'00" W 235.78' AS—BUILT OF: LEGAL DESCRIPTION: ORDERED BY. SHERRY WARNER -,IT." -.11 �_11.11 5117�1 11 _. _.___. CERTIFICATION: L 511LOT 1, BLOCK K, I SURVEY LAND & CONSTRUCTION SURVEYORS-PLANNERS-ENGINEERS ore within the property lines and no encroachments existother 440 WEST BENSON BLVD. # 103 K N I K p HEIGHTS S U O D EXCLUSION NOTE: It is the owners' responsibility to determine the :existence ANCHORAGE, ALASKA 99503 562-5291 (fox)561-6626 of any easements, covenants, or restrictions which do not appear on the recorded subdivision plat. NOTE: Under no circumstances should any data uV0#2002-L-73A W 1"=30' UAR. 21, 2002 1"'DMD 7976 'TAEB I R9RZL 724M'S hereon be used for construction or for establishing property lines. .. 0 0 0 C4 C) 0 30' 30' c D z CD SCJ 0 5/8"RB W/CAP Q 5/8' RB 0 3.25" AL.MON. OMONUMENT HUB & TACK ❑ FENCE- —X— X — DVERHANG- NOOD DECKS- CONCRETE- ASPHALT- GRAVEL - SEPTIC STANDPIPES -QS WATER WELL- 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. # <�0 _3c2c�? Q HAA # 1. GENERAL INFORMATION Complete legal description Cyf I ji CJGK KWK a. C3 4. Location (site address or directions) (2,_[QG: /J(�=)D C P__C t- Property owner Day phone Mailing address Lending agency Mailing address Agent Address Unless otherwise requested, HAA will be held for pickup. NUMBER OF BEDROOMS: TYPE OF WATER SUPPLY: Individual well Community well Public water 5 Day phone Day phone NOTE: If community well system, provide written confirmation from State ADEC attest- ing to the legality and status of system. 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. 1/91) Front MOA #21 5. 6. By: 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 further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is in compliance with all Municipal and State codes, ordinances, and regulations in effect on the date of this inspection. Name of Firm 13(ze fwF S E Al�) _E' F- Phone 2— -::377 Address (( 35 PY�z� /1�S c��c_LE , [C -d - , Pk 0/ It Engineer's signature DHHS SIGNATURE Approved for T -11S E E bedrooms. Disapproved. Conditional approval for Additional Comments 4LJTIC Date -2- ........... Z.. 1aa -7 WE "D EATON CE 4126 '��<v�`'d PF' • �F�t'oo �OFESS� bedrooms, with the following stipulations: Date q- 3 0 - `) �, 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 DHH5do not conduct inspections or analyze data before a certificate is issued. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 72-M(Rev.1/91) Back MOA#21 Municipality of Anchorage I I I I I V 0* DEPARTMENT OF HEALTH & HUMAN SERVICES Environmental Services Division SEP P_3 199 825 L Street, Room 502 • Anchorage, Alaska 99501 • (907�u343-21744t Anchorage oept. Health & Human Services Health Authority Approval Checklist Legal Description: �Qj_ .�, G{L tt Kul kQo/_ . Parcel I.D.: 0) g A. WELL DATA Well type 12(ZA\(A1_F,7 - If A, B, or C, attach ADEC letter. A�D�EEC..water system number. P`) Log present (Y/N)F= _ Date completed r r � Total depthCased to Casing height (above ground) Sanitary seal (Y/N) _� Wires properly protected (Y/N) FROM WELL LOG AT INSPECTION Date of test P0(" 0 1 � - `(,, -9B e� Static water level _ I of0 / ��;- / Well production —jo g.p.m, 4, -7 g•p,m, WATER SAMPLE RESULTS: Coliform --69' / `� Nitrate A_ Other bacteria G`i' _ Date of sample: I '-1 t -"�$ 9-ly W Collected by: CZ-�JT B. SEPTIC/HOLDING TANK DATA Date installed is (9 `L Tank size Number of Compartments Cleanouts (Y/N) �`� Foundation cleanout (Y/N) \165) Depression (Y/N) OU High water alarm (Y/N) 1(0 Date of Pumping _�-2,2- e_ Pumper 6V? kc-O?h�6�SL-� C. ABSORPTION FIELD DATA Date installed lo 94 -Soil rating (g.p.d./ftz or-##Mttrdrmr) Fi. _ System type '�-- oat _ Length _ 72 Width Gravel thickness below( pipe _ Total depth 1012-' Effective absorption area W6 G.E. Monitoring Tube present (Y/N) C> Depression over field (Y/N) C) _ Date of adequacy test _1 1b A0 ResultsSPass/Fail) _ Ptd >� For _ bedrooms I.1 Fluid depth in absorption field before test (in.); j2g�_ i3.3°AE Immediately after 535 gal. water added t,U �pu (in.): �/4 n -F4uWzd"ttth h 1 (ins) Minutes later:Cr�U Absorption rate = __ S g.p.d. Peroxide treatment (past 12 months) (Y/N) — �� _ If yes, give date _ 72-026 (Rev. 3/96)* T 4�p WOU1--D VA�2-F.-IC-A 'J�!O- i"A. --:-, lG� , t tQu l 1�. ��' t=R-Udk 7vp vt- PIPE- D. LIFT STATION Date installed Manhole/Access (Y/N) High water alarm level at* Cycl E. SEPARATION DISTANCES Size in gallons "Pump on" level *Datum SEPARATION DISTANCES FROM WELL ON LOT TO: r Septic/holding tank on lot t l i Absorption field on lot 12-9 Public sewer main -Sewer /septic service line "Pump off" level at* On adjacent lots On adjacent lots > l C)C) Public sewer manhole/cleanout Lift station t-1 L SEPARATION DISTANCES FROM SEPT[ C/#•ebDtt4&TANK ON LOTTO: Foundation 5 Property line 1 J Absorption field Water main/service line Surface water/drainage Wells on adjacent lots _ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOTTO: Property line Building foundation kZ_Water main/service line Surface water tl� f A// Driveway, parking/vehicle storage area N l(, v �S Curtain drain Wells on adjacent lots �Upr –W 10' serp"dtTltwk \JVm \/f_7D T I � lL�9S I til �P�c r Iv�i r�EY Yz-f" F. ENGINEER'S CERTIFICATION / certify that l have determine fi q inspections and review of Municipal recVlt71�e abhy� in conformanc wit MO ib li es in effect on this date. 0�`P•'4o Signature/••,• a Engineer's Name 1`J21✓�"( '<«�+ Q ., BRENT.. P. EATON �Q Q CE -9126 �<v� Date HAA Fee $ 3 0D , (5-D Date of Payment ? 2 3 ` 2? Receipt Number % 1`- D t (55,511v 72-026 (Rev. 3/96)* Waiver Fee $ Date of Payment Receipt Number r are SEP -21-1998 14:50 CT&E ESI ANCHORAGE ME Environmental Services Inc. ZIL Laboratory Division 200 W. Potter Drive Anchorage, AK 99518 Tel: (907) 662-2343 Fax: (907) 561-8301 Cheml-ab Ref, #: Client Name: Project Name: Client Sample ID: Matrix: Sample Remarks: Parameter 98.5230 Brent Eaton L1 BK Knik Hts L.1 BK Knik Hts Drinking Water n/a 9075615301 P.02iO3 Client PO#: nla Printed Datef'ime: 9121198 14:45 Collected Date/Time: 9114/98 20:00 Received Datefrime: 9/15/08 09:00 Technical Director: Stephen Ede Released By: JJ � Q Allowable Prop Analysis Results PQL Units Method Limits Date Date Init Nitrate 1,600 0.1 mg1L EPA 300 10.0 9/15/98 GCP SEP -21-1998 14:51 CT&E ESI RNCHORRGE 9075615301 P.03iO3 ZtL ME Environmental! Services Inc. Laboratory Division rip/w�',ilwlGlllrww,:iswlt9riirwr/�tlwASr,/stywwwAr.>rww4►IgItGI�I Drinking Water Analysis Report for Total Colifon READ INSTRUCTIONS ON REVERSE SIDE BEFORE COLLECTIM MUST BE COMPLETED BY WATER SUPPLIER ❑ PUBLIC WATER SYSTEM I.D. X PRIVATE WATER SYSTEM SendResN(a send W •��.,�Inivice - G"r °� `�st"l t9oiRsnl:ni!'V C;mwnrA,me x-71 �F7-7 _-- wnr+�� ane u r ■>< u uvy IWJ 'Cr/ srrO—�– 1 S-7 s` ry ❑ Send Resafrs p Send Inwice�� I 0--w-79-- I- �- I Nu ins • '�� SAMPLE DATE: I v l fl Mvnih SAMPLE TYPE: ❑ Routine a Repeat Sample (for routine sample with fab ref. no. ) i Special Purpose SAMPLE LOCATION Comments: [-/Ix I Day Year ® Treated Water XUntreated Water Time Collected Collected pBy .� vlr.,errlm 200 W. Potter Drive n Bacteria Anchorage, AK 9961 a -160s - Tel: (9071562-2343 i SAMPLE Fex: (9071 661.5301 TO BE COMPLEJ ED 13Y LABORATORY Analysis shows this Water SAMPLE to be: �( Satisfactory ❑ Unsatisfactory In Sample over 30 hours old, results may be unreliable ❑ Sample too long in transit; sample should not be over 48 hours old at examination to indicate reliable results. Please send new sample via spec" I dplivety mai I, Dote Received Time Recelved }j Analysis Began '7 ) Analytical Method., t� Membrane Filter ❑ MMO-MUG • Number of colonies/ 100 mi, Result' Analyst 9851288 e;"o h Fblts Jun ' Fzzcd Date; Time: Client notified of unsatisfactory results: 0 11 Phoned Spoke with Fazed Date: _ Time; BACTERIOLOGICAL WATER ANALYSIS RECORD MMO-MUG Result.' Total Collform _ E. Coli Membrane Filter; Direct Count — (0 -1� _ Colonim/100 ml Verification: LTR BGB--���COLIFIRM_ TMC^T"Nmm,r .J rO Coum Fecal Coliform Confwmatton / Oa-akoaeetma Fioal Membrane Filter Results S4 U cc -F-oL r Coliform/100 ml Reported By /A -j Date 9-/F —9 Y Time 0' /V ' hn Memttm of tha SGS GroUP (Soeldt6 Gdn6rale da Surveillance) ENVIRONMENTAL FACILITIES IN ALASKA, CALIFORNIA, FLORIDA, ILLINOIS, MARYLAND, MICHIGAN, MISSOURI, NEW JERSEY, OHIO, WEST VIRGINIA TOTRL P.03 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. # o),5 2. 3 a a-1 HAA # 0 A R 5"0o I D 1. GENERAL INFORMATION Complete legal description Lot 1;iBl6ck_IC; Rnik Heights Location (site address or directions) 13350 Ridgewooa ci rale, Anchorage, AK 9516 Property Owner Bruce MacPherson cellular - 244-6118 Day phone 345-6119 Mailing address njaq wanrl rirrlpAnchorage, AK 99516 r Lending agency Mailing address. Agent _ Address Unless otherwise requested, HAA will be held for pickup. 2. NUMBER OF BEDROOMS: — 3 3. TYPE OF WATER SUPPLY: Day phone Day phone Individual well Xxx Community well Public water NOTE: If community well system, provide written confirmation from State ADEC,attest- Ing to the legality and status of system. r- = 4. TYPE OF WASTEWATER DISPOSAL: Individual on-site _xxxx 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. 1/91) Front MOA#21 S. 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. Name of Firm a9 ENGINEERING Phone 6a y ` a q -7 :1034 Eagle River Loop Road No �04 Address - Engineer's signature 6. DHHS SIGNATURE 4— Approved for bedrooms. Disapproved. Conditional approval for ,0i Additional Comments i By: Date I //;), /61s' bedrooms, with the following stipulations: 111Th] Date 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 orderto 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 errors or omissions in the professional engineer's work. 72-025 (RW. 1/91) Back MOA N21 O -H , 1� W bedrooms, with the following stipulations: 111Th] Date 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 orderto 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 errors or omissions in the professional engineer's work. 72-025 (RW. 1/91) Back MOA N21 Municipality of Anchorage Department of Health and Human Services HEALTH AUTHORITY APPROVAL CHECKLIST Legal Description: kNiK fir_ ock °K'Parcell.D. 01823222 _ LOT I A. Well Data Well type P?-IVATE If A, B, or C, attach ADEC letter. ADEC water system number'�H Log present @N) YIES Date completed J-2 --8 Driller 42Cnc DRILLWC- C). Total depth 205 Cased to 157' Casing height .2 Sanitary seal @N) Yes Wires properly protected (DN) YEs . ' FROM WELL LOG AT INSPECTION Date of test /2 -8/ / z3 -9q Static water level /9 /(off Well flow /Q - /z _ g.p.m. (v.1. g.p.m. Pump levels Uf,r U/K SEPARATION DISTANCES FROM WELL TO/: Septic/hek4ng tank on lot /!7' I ; On adjacent lots /00 a Absorption field on lot /29 t ; On adjacent lots /00 fi Public sewer main 7S' r- 1 Public sewer manhole/cleanout /0d '-t- Sewer service line -r- Petroleum tank WATER SAMPLE RESULTS: Coliform�Co/onlcs/cYJ.N/ /Nitrate /.43 Other bacteria Date of sample: /I 94 Collected by: S € S E,06-1,JECA N B. SEPTIC/HQL-E) TANK DATA j Date installed 12 -7-Z -9y Tank size /000 r'rA(-. Compartments 2 Cleanouts (DN) Ycs Foundation cleanout OY N) Yas (iN5,00 Depression (Y& tib High water alarm (Ye) mo Alarm tested (Yo No Date of pumping� Mew TAmt, Pumper �f SEPARATION DISTANCES FROM SEPTIC/HOL-DfN>3 TANK TO: Well(s) on lot 11.7 On adjacent lots /00 i -I- To property line /13 Absorption field 12 Surface water/drainage /Do't Foundation Water main/service line SI 1= 72-026(3193)• Front CONTINUED ON BACK PAGE C. LIFT STATION Date installed Size in gallons Vent (Y/N) High water alarm level "Pump on" level at Meets MOA electrical codes (Y/N) SEPARATION DIST. Well D. ABSORPTION FIELD DATA LIFT STATION TO: Manufacturer Manhole/Access "Pump off" Level at Cycles tested On adjacent lots Surface water Date installed 12 22 -9q Soil rating (GPD/Ft2) (2-(1 System type RgsokP7-10 tl TKE-AICH Length 72' Width 2 •S ' Gravel thickness q/ t y Total depth Total absorption area (i;' O Cleanout present ON) YES Depression over field (YQl Jo Date of adequacy test N/A NEW SVSTam Results (pass/fail) or Bedrooms Water level in absorption field before test After test Peroxide treatment (past 12 months) (Y/N If yes, give date SEPARATION DISTANCE FROM ABSORPTION FIELD TO: Well on lot 129' On adjacent lots /00'� Property line To building foundation /Z' To existing or abandoned system on lot _ On adjacent lots 4- Cutbank 50 ' r Water main/service line Z ' '_ a- 0 ' -t- Surface water loo 't Driveway, parking/vehicle storage area Curtain drain /JO/JE 9h10WN JO StPA-@Ai,a;✓ W41Vf,0 Pi.e,a,i E. ENGINEER'S CERTIFICATION I certify that 1 have checked, verified, or conformed to all MOA and HAA guidelines in Ul..H/,�nrif this inspection. �< .-� "•� /_;_ / v', Signature Engineer's Name / U Rlz.2 7 - Date Date I / / 2_- / q HAA Fee $ gDO ,dc) Date of Payment I r l `3 7 6— Receipt Number on nnc in inm. o�..i, Waiver Fee $ Date of Payment Receipt Number ROBERT -C. COWAN C -non Commercial Testing & Engineering Co. Environmental Laboratory Services S.NCE 90B CT&E Ref.# 94.5897-1 LABORATORY ANALYSIS REPORT Client Sample ID L1 BLK(K) KNIK HTS S/D Matrix WATER Client- Name S & S ENGINEERING WORK Order 10996 Ordered By R.J.S. Printed Date 11/29/94 @ 16:26 hrs. Projecr_ Nil:- Collected Date 11/22/94 @ 12:15 hrs. Project# Received Date 11/22/94 @ 14:30 hrs. PWSID UA Technical Director STEPHEN C. EDE Released By Sample Remarks: ROUTINE SAMPLE COLLECTED BY: J.W QC Allowable Ext. Anal Parameter Results Qual ---- — — -------------------------- — ---- —----------------------------------------------------- Units Method Limits Date Date Init Nitrate-N 1.43 mg/L EPA 300.0 ION — -- — ------------ 11/23/94 MCE * See Special Instructions Above UA = Unavailable ** See Sample Remarks Above NA = Not Analyzed fU = Undetected, Reported value is the practical quantification limit. LT = Less Than :`D = Secondary dilution. GT = Greater Than c: i� - 5633 B Street, Anchorage, AK 99518-1600 — Tel: (907) 562-2343 Fax: (907) 561-5301 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION DIVISION OF ENVIRONMENTAL HEALTH CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL OF ON-SITE SEWER AND WATER FACILITY 264-4720 Application Date 7 Z'25 — J 1. GENERAL INFORMATION (a) Legal Description (include lot, block, subdivision, section, township, range) Location (address or directions) (b) Applicant Name ?Vji f— Telephone: Home Business Applicant Address I C_[A. I_P'if (c) Applicant is (check one): Lending Institution C7 ; Owner/builder 0,' Buyer ❑ ; Other ❑ (explain); (d) Lending Institution q1L, 22/s�L-- Telephone Address HrL—b-l� --- —-- (e) Real Estate Company and Agent (� n Address Telephone (f) Mail the HAA to the following address: _ 5 & 5 ENGINEERING SIR B 196X - - EAGLE RIVER, AIC 99577- - - 2. TYPE OF RESIDENCE Single -Family Multi -Family C7 Number of Bedrooms _ 3. WATER SUPPLY Other Individual Well a Community ❑ Public a Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. 4. SEWAGE DISPOSAL Onsite W Public ❑ Community ® Holding Tank ❑ Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. Page 1 of 2 72-025 (11/84) 5. ENGINEERING FIRM PROVIDIN.A INSPECTIONS, TESTS, FILE SEARCH, DA rA AND INFORMATION As certified by my seal -affixed hereto and as of the validation date shown below, I verify that my investigation of this Health Authority Approval shows that the on-site water supply and/or wastewater disposal system is safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is in compliance with all Municipal and State codes, ordinances, and regulations in effect on the date of this inspection. Name of Firm S & 5 ENGINEERING Telephone Address §R B 196X Date EAGLE RIVER, AIC 99577 6. DHEP APPROVAL C� Approved for bedrooms by c Approved _ _ Di Terms of Conditio al Approval Condition sl: CAUTION of f gig 55 4�i i� oa ° e�ov <ao.l...-�slrr'Thoo�n `°noe oa eoA° 1 C Date The Muncipality of Anchorage Department of Health and Environmental Protection (DHEP) issues Health Authority Approval certificates based solely upon the representations given in paragraph 5 above by an independent professional engineer registered in the State of Alaska. The DHEP does this as a courtesy to purchasers of homes and their lending institutions in order to satisfy certain federal and state requirements. Employees of DHEP do not conduct inspections or analyze data before a certificate is issued. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. Page 2 of 2 72-025 (1 V84) MUNiCIPAI.ITY OF ANCIHORAGi; I)EPT. Of HEALTH & MUNICIPALITY OF ANCHORAGE (MOA) ENVIRONMENTAL PPOTECTIOi 1 HEALTH AUTHORITY APPROVAL (HAA) CHECKLIST - FEBRUARY 1984 - - 264-4720 Legal Description:*' ?-2RE GE I VET E A. WELL DATA Well Classification If A, B, C, D.E.C. Approved (Y/N) Well Log Present&/N) _ Date Completed (y ) — Yield Total Depth 2yS Cased to 7 Depth of Grouting Static Water Level _ /� I Pump Set At — L) Casing Height Above Ground '" Sanitary Seal on Casing(P/N) Electrical Wiring in Conduit WIN) Separation Distances from Well: Depression Around Wellhead (Y(LNa —_� To Septic%kdetdiag-Tank on Lot ;On Adjoining Lots i To Nearest Edge of Absorption Field on of 10c> � ; On Adjoining Lots l Pz2 — To Nearest Public Sewer Line To Nearest Public Sewer / Cleanout/Manhole P To Nearest Sewer Service Line on Lot 2 Water Sample Collected by Date 7-- 2,5_ -,6(, Water Sample Test Results Comments �'`��'-� �r tiZ�-rp t lr�',,� C)+`7 611?Y-t.-1- B. SEPTIC/I-IQ UWG TANK DATA Date Installed Standpipe/N) D "15" d) Size __JD No. of Compartments - 7-- Air -tight Capso?N) Foundation Cleanout (Y/Qv Depression over Tank (Y/,q a Date Last Pumped 1-2_ •_ 06 Pumping/Maintenance Contract on File (Y/N) ; for Holding Tank High -Water Alarm (Y/N) -- `6 O Temporary Holding Tank Permit (Y/N) Separation Distances from Septic/Holding Tank: To Water -Supply Well To Property Line To Building Foundation 1,� To Disposal Field Alk To Water Main/Service Line 6 r To Stream, Pond, Lake, or Major Drainage Course p Comments Page 1 of 2 C. ABSORPTION FIELD DATA Soils Rating in Absorption Strata 0 ala Type of System Design '%7-67X/-1 Date Installed /b - Length of Field ('3 Width of Field 3p r F Depth of Field G Gravel Bed Thickness b� Square Feet of Absorption Area �'�� q- Standpipes Present (&N) Depression over Field (Y/&T Date of Last Adequacy Test '%- Z5 Results of Last Adequacy Test 5A f 5e� Separation Distance from Absorption Field: To Water -Supply Well 4-_)o /�_ To Property Line To Building Foundation A.) Lot To Water Main/Service Line /-,) 1' / 'k To Stream/Pond/Lake/or Major Drainage Course To Driveway, Parking Area, or Vehicle Storage Area Comments — D. LIFT STATION Date Installed . To Existing or Abandoned System on On Adjoining Lots To Cutb�nk (if present) rJ l4, Dimensions 14-- Dimensions y Size in Gallons Manhole/Access (Y/N) "Pump On" Level at "Pump Off' Level at High Water Alarm Level at Vent (Y/N) Tested for Pumping Cycles during Adequacy Test. Meets MOA Electrical Codes (Y/N) Comments ** Check Permitted Bedroom Rating Against HAA Request ** I certify that I have checked verified or conformed to all MOA and HAA guidelines in effect on the date of this inspection. S & S ENGMER1Nd Signed Date .���� 2 � R B 196X �CinCi Company EAGLE RIVER, AK 99WfIr MOA No. -_ T_' o g OF���'h , Receipt No. J4001' pO'a ���Q*++ L6N% Date of Payment I- Amount: $ (a 5C-0 Page 2 of 2 72-026 (11/84) Terry C. Atfictti Ricard U. Pennington Patrick M. Rodey Ronald A. Offret Kenneth M. Rosenstein Mark C. Rausch Melissa A. Hurkc-Cain Warren A.laylor, 11 Eugene P. llardy LAW OFFICES OF AGUE_ TTI, PENNINGTON & RODEY November- 1.1., 1.985 Mike l,ew✓ls Depr.3:rl_menL-- OC i?rrvxrori (-int Il Cotrtr.c71_ Anchorr,ge We_:t.:!rn Dl_sL t_ct. Oiflcr 437 1 Lrr-pec, il'0 Ar. c h,aI- age, F,l__°r k.a 99501 :i'.1 s a n Oswald Municipality nI- Ancn.orage Department u� 1e.I Li_h and Human 13-T.-vices pouch 6-650 Anchorage, d', ars;ca 99502 733 West Fourth Avenue, Suite 206 Anchorage, Alaska 99501 190?) 7.79-8657 100 Cushman Strect, Suite 513 Fairbanks, Alaska 99701 1907) 452-4497 Please reply to: MONICIPALITy ©F ANCHo ENVIRAGEF RpNDEPT. OF HEALTFI MENTAL NROrECTlp/� Nov 19g RECEIVED Re: FLot 1;p Flock K, -Knik Heights Subdivision Dear Mr. Lewis and Ms. Oswald: 'Phis IcL_ter- recapitulates my telephone conversation w:lth Mike Lewis of Alaska Department of Environmental Control and our telephone conversation of November 1, 1985, sets out the catch --22 situation my clients, Bruce and Kerry MacPherson find themselves i_n, and asks for your i.ni.:i.al.s i_o verify that: this letter accur- ately reflects your znput. and perceptions. Mr. and Mrs. MacPherson own ho L-. 1., Block K, Knzk Subd_vi-- s.1.on, fzontirrg on Ridgewood Circle. About a week ago, the Anchorage Munici.paity's Public Works Department had a ditch and culverts pt.it it) along the edge of Ridgewood Circe' s right-of-way fronting My c1tent.'s home„ This ditch -.s appa.rc�ntly inLended to carry away water run --off w1hi_ch crosses Lots 3 and 4, Knik Heights Subdivis__or! from .Ba.i.nbridge Road and other higher ground. The MacPherson property has tic) drainag_c_. problems whatsoever, and 1,9, 3.n fact, extra ord l_narl_y dry to .a depth of at least 1.6 feet ( see enclosure 1,. The 3 _Ite' Department. of of Conservation gave prel_iltr.ln:Fry Indi-cations they would classjfy the new ditch a "creek". As uch, 1t. could trigger the Anchorage Mun.Lepa.lity's Dc:part_nent of Health rind human Services to deny a health certj_fr.- C2t::e on the 1`lacPherson' H Wc_11 and ueptLC Sy8t:enl, E1.nCe the fiept:lC System is les:; than ] 00 feet. from Ulle new ditch, which would briefly carry run-off during break --up in the spr3.ng. Thus, Mr. and Mrs. MacPherson are caught between the State's bureaucratic apparatus and the Muni.cipal_ity's. After a week of many phone calls to State and Mun:i_ci.pal officials and politicians, those who are in rauthori."ty and under- stand the problem (the Macphersons need a health certificate for their well and septic to sell their house next:. spring) are tell- ing me "I -hat the MacPhersons need not worry, Mr. Lewis reassured me that: Lot 1 would not: have pr.oblenrs c;et_t.i.ng a health certifi- cate since it had no obvious problem with potentially contami.- nated Surface water run ­o[ -F, and In ai?y Cas(:, tC)t 1'S septic system was far ei"lough away and at an elevat:i.on "t.hat prevented any real problem due to the n(aw ditch, Stave Morris of the Depar.t- mont. of Health and IIurnan services, who physically investigated the site with Mr. Lewis,.nd.i-Gated t flat. Mr. L(.wi.s had told him the same thing you told me. Since the mun:icipali.t.y's enforcement of State laws and regulations deponded in this case on D.E.C,'s approval, he also felt that the MacPhersons would experience no difficulties getting their:- well and septic system a health certi- ficate. This assurance, of course, assumes that the MacPhersons' septic system .is properly functioning and meets code requirements in other respects. This reassurance is what my clients need. So .Long as they will not have problems selling their home in 1986, they are riot at all inclined to be liti_gous. We will rely on the Municipal- ity's representations to forebear ini.ti.ating an action through the courts. I would appreciate a signature and date from you, Mr. Lewis and Ms. Oswald, .i.f_ the facts as I set them out above are accurate as you know them at this time. Please return a copy of the signed letter to me. vg DATED: DATED: Sincerely, [,1N7TTl, YEN INGTON & RODEY 14 J. Rober"t Wo fter Admitted "tn practice in West.: Virginia Alaska Legal Intern Department of Environmental_ Control Susan Oswald Department of Health and Human Svc.