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Home My WebLink AboutHYLEN CREST #1 BLK 3 LT 11Onsite File Hylen Crest #1 Block 3 Lot 11 #050-474-07 sul*ml 1n�1AL �n Municipality of Anchorage On-Site Water and Wastewater Section ^ (907) 343-7904 Page 1 of 4 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP201317 PID Number: 050-474-07 Dwelling: ❑® Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: ❑ New X Upgrade Name Kathy and Daniel Bonney ABSORPTION FIELD ❑ Deep Trench X Wide Trench El Bed El Mound Site Address 21323 Lowland Ave Eagle River ❑ Other Phone Number of Bedrooms Soil Rating Total depth from original grade 4 1.2 GPD/SF 8.3-9.3 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade 4.8-5.8 Ft. Gravel depth beneath pipe 3.5 Ft. Subdivision Block Lot Hylen Crest #1 3 11 Fill added above original grade 0-0.6 Ft. Gravel length 54 Ft. Township Range Section Gravel width 5 Ft. Beds: Number of Lines Distance between lines Ft. SEPARATION DISTANCES To Septic Absorption Lift Station Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Tank Line 0 Ftz 2 7 Ft. Well > 100 > 100' NA NA TANK ❑® Septic ❑ S.T.E.P. ❑ Holding ❑ Other Manufacturer Greer Capacity 1250 Gal. Surface Water > 100 > 100 NA NA Material plastic Number of compartments 2 Lot Line > 10 > 10 NA NA NA Foundation >10 > 10 NA NA LIFTS.TATION Manufacturer Capacity Gal. Remarks Alarm location Electra stalled by PIPE MATERIAL House to tank 3034Tank to 3034 drainfield Installer ARM Services Drainfield 3034 co/MT3034 Inspector Curtis Townsend BENCH MARK (Assumed elevation) 100 ft Inspdection 1m 10/2/2020 10/7/2020 Location and description 2�d 3b 10/9/20 4'h 10/26/2 bottom siding at point A ON-SITE WATER AND WASTEWATER SECTION APPROVAL Engineer's Stamp ®" Or Conditional Approval: Date ��Q'�. �1�qS�� .... ............o... ! .. 'Curtis L. o send.off.. ��+ • �' Date t�• `D; �0 Septic System Approved t a�� C�`nc'jri No. CE 119;4 • G� �w rc'�Q�OPROFFSsio�,�y /iii%Itzli Date Note: this approval does not include well permit requirements. (Rev 05/02/18) Lot 9 BED : 4 (600 gpd) OIL RATING: 125 SF/BR AREA REQUIRED: 500 S.F. SYSTEM TYPE: WIDE TRENCH 54' x 60" x 42" EFFECTIVE DEPTH YIELDS 500 SF EXISTING TRENCH WAS EXCAVATE 7' 1984 OUT FROM NEW TRENCHES AND BACKFILLED WITH INSITU MATERIAL. AREA BETWEEN NEW TRENCHES WA BACKFILLED. IN AREAS WHERE NEW TRENCHES INTERSECTED OLD TRENCH ALL BIOMAT WAS REMOVED. MOA FILTER SAND WAS USED TO BRING BOTTOM OF NEW TRENCHES UP TO CORRECT ELEVATION. TEST HOLE ON THIS LOT 2 APPROXIMATELY 150' FROM RA PROPERTY LINE Iz- SEPTIC LOCATED > 10' o FROM PROPERTY LINE 0 SCOPE OF WORK 1. REMOVED EXISTING SEPTIC TANKS. 2. PLACED NEW 1,250 GALLON SEPTIC TANK. THE TANK WAS PROVIDED WITH A MINIMUM 20" 0 MANWAY RISER SERVING THE FIRST COMPARTMENT. CONSTRUCTED TRENCHES IN TWO EQUAL LENGTHS OF 27'. MAX DEPTH OF EXCAVATION WAS 9.3'. 3. ALL CONSTRUCTION WAS IN ACCORDANCE WITH ALL REQUIREMENTS SPECIFIED IN ANCHORAGE MUNICIPAL CODE CHAPTERS 15.55 AND 15.65. THISLOT AND MOST NEIGHBORING LOTS ARE SERVED BY A COMMUNITY WATER SYSTEM AND THERE ARE NO ® WELLS WITHIN 100' OF THE SEPTIC HYLEN CREST #1 SYSTEM 133 L12 TH REMOVED TWO SEPTIC TANKS, REPLACED WITH 1250 GALLON Lot 12 SEPTIC TANK. DOUBLE CLEANOUTS 1 SEPTIC LOCATED > 10' PROVIDED DOWNSTREAM OF TANK I FROM PROPERTY LINE H® uu C01MT1DC0 0 10 10 I--7 \ ITTER CO3 CA2�• TH �\ MT2B S \ /8% SLOPE° �• C 4 ' T4 4 BR HOME APPR XIMATE LOCA ION OF UTILITIES 15' UTILITY NEIGHBORING WE�Z 'PROTECTIVE R ADf CONTRACTOR DUG TESTHOLE PRIOR TO CONSTRUCTION IN LOCATION AS SHOWN. SEE SOIL LOG ON PAGE 4 — EASE�E-NT Septic Record Drawings Prepared for LOWLAND AVE KATHY AND DANIEL BONNEY 21323 Lowland Ave Eagle River, Alaska 99577 HYLEN CREST #1 BLOCK 3 LOT 11 EKLUTNA ENGINEERING, 19162 MOUNTAIN ROAD CHUGIAK, ALASKA 99567 (907) 355-9820 OSP201317 LLC DATE: 1/13/2021 DRAWN: CLT SCALE: 1" = 30' PID: 050-474-07 SHEET 2 OF 4 0. U) W U LLJ Q n Aff '' .. 4,9 TH �. ♦. .....:................................. ♦ 80. CURTIS TOWNSEND �� ♦♦�i� ; No. CE 11904 '� i 4 VA visa .10 27' x 5' x 42" EFFECTIVE 27' x 5' x 42" EFFECTIVE DEPTH TRENCH DEPTH TRENCH MARK A B SI/1 17'-0" 29'-2" SV2 21'-3" 30'-11" DCO 23'-6" 31'-2" C01/MT1 36'-5" 39'-11 " CO2/M T2 33'-11 " 13'-11 " CO3/M T3 44'-7" 28'-9" C04/M T4 51'-4" 15'-4" SILTY GRAVEL SAND AND GRAVEL WITH SILT SILTY GRAVEL COARSE SAND & GRAVEL Septic Record Drawings Prepared for KATHY AND DANIEL BONNEY 21323 Lowland Ave Eagle River, Alaska 99577 HYLEN CREST #1 BLOCK 3 LOT 11 EKLUTNA ENGINEERING, LLC 19162 MOUNTAIN ROAD CHUGIAK, ALASKA 99567 (907) 355-9820 DATE: DRAWN: SCALE: PID: 050-474-07 SAND & GRAVEL OSP201317 1/13/2021 CLT 1 1/2" = 1' SHEET 3 OF 4 97.2 -4 PEGRC TEST 4.4 mpi -7 _9 -10 MAX DEPTH OF EXCAVATION 81 .2 P.. q� �s��♦i . AV 49TH ..•�% 0 ............. . ......................:: oi�—:�CURTIS TOWNSEND: 7i 00. No. CE 11904 _Al 11 4/; h"��•• •• ORGANICS 1 DATE CLOCK TIME 2 GM GP NET DROP GM 9/21/2020 3 30 6" 4 5 6 7 8 9 DATE CLOCK TIME GC GM GP NET DROP SOILS LOG — PERCOLATION TEST N0. 10 DATE CLOCK TIME NET TIME (MIN) WATER LEVEL READING NET DROP 1 9/21/2020 17:14/17: 44 30 6" — 0" 6" 2 9/21/2020 17:45/17:55 10 6" — 3" 3" 3 9/21/2020 17:56/18:06 10 6" — 3 3/4" 2 1/4" 4 921 2020 18: 06 18:16 10 6— 3 3/4" 2 112r- 45 5 9/21 /2020 18:19 /18: 29 10 6" — 3 3/4" 2 1/4" 6 9/21/2020 18:30/18:40 10 6" — 3 3/4" 2 1/4" 7 9/21/2020 18: 41/18: 51 10 6" — 3 3/4" 2 1/4"- /4" 10 11 12 SM 13 14 15 16 DATE PERFORMED: 9/16/2020 WAS GROUND WATER ENCOUNTERED? NO DEPTH TO WATER AFTER MONITORING? NO WATER DATE: 9/23/2020 DEPTH TO WATER AFTER MONITORING? NO WATER DATE: 10/2/2020 Lot 12 1984 H® m O I Ts\ ss CD 0 J 4 BR HOMEI 15' PERCOLATION RATE: 4.4 MIN / INCH PERC HOLE DIAMETER: 6" TEST RUN BETWEEN 5 AND 6 FEET AS THIS STRATA WAS THE LEAST PERMEABLE STRATUM PROPOSED FOR USE. PERFORMED BY: CURTIS TOWNSEND. I CURTIS TOWNSEND CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 9/21/2020 Septic Record Drawings Prepared for KATHY AND DANIEL BONNEY 21323 Lowland Ave Eagle River, Alaska 99577 HYLEN CREST #1 BLOCK 3 LOT 11 EKLUTNA ENGINEERING, LLC 19162 MOUNTAIN ROAD CHUGIAK, ALASKA 99567 (907) 355-9820 DATE: DRAWN: SCALE: PID: 050-474-07 OSP201317 11/7/2020 CLT 1"=30' SHEET 4 OF 4 W LOT 10 0 0 O 0 O z a�0000p�� OF A X44 �* 49 TH �* ................................ ~, STEVEN CALLAHAN LS -12034 144 nf 4veSsion6 _�01_ 250 H Street Anchorage, Alaska 99501 Survey Department Phone 562-5291 ® Inc Mainline A� Phone 243-8985 AECC 668 ORDERED BY: CURTIS TOWNSEND, EKLUTNA ENGINEERING, LLC MANHOLE -\ so 0 Ck.EPN 00101 NO 00 SVP . h3 C 47.7' •• 0 m LOT 12 S88° 51'53"E 10.7' 205.00' ::::::::::::::...� 15' ELECTRIC & TELEPHONE EASEMENT v ........ 00 N89° 59'00"W 185-00' P LOWLAND AVENUE LEGAL DESCRIPTION: LOT 11, BLOCK 3, HYLEN CREST UNIT NO. 1 DRAWN DATE: DRAWN BY: O 6.2' ~ SC WLU to ti L NOT APPEAR ON THE RECORDED SUBDIVISION PLAT. UNDER NO CIRCUMSTANCES SHOULD ANY DATA HEREON BE USED FOR CONSTRUCTION, FOR ESTABLISHING PROPERI LINES, OR FOR PLOT -PLAN PURPOSES. Ln cow LOT 11 0 G o � O a WLU ° �n W o CD U) I ::::::::::::::...� 15' ELECTRIC & TELEPHONE EASEMENT v ........ 00 N89° 59'00"W 185-00' P LOWLAND AVENUE LEGAL DESCRIPTION: LOT 11, BLOCK 3, HYLEN CREST UNIT NO. 1 DRAWN DATE: DRAWN BY: 10/16/2020 ADS CHECKED BY: SC SCALE: 1 11 = 30' WORK ORDER: 20090 PLAT: 83-91 GRID: NW0057 FB/PG: 818/72 AS -BUILT LEGEND: CLEAN OUT WATER WELL FENCE — 0 m 25' ILL] J U (' U U) ILL] U 25' LU Of NOTE: THIS DRAWING SHALL NOT BE MODIFIED FOR USE AS A PLOT PLAN WITHOUT THE EXPRESSED WRITTEN CONSENT OF LCG LANTECH. ��]�]:1�.Y.��i[c�ic��iPi�l�1►1�7\�/�►111�11 Zil��E31<i1.7ibfLQ�yQiI�I�I SURVEY CERTIFICATION: LCG LANTECH, INC HAS CONDUCTED A PHYSICAL SURVEY OF THE PROPERTY AS SHOWN ON THIS DRAWING AND CERTIFIES THAT THE IMPROVEMENTS SITUATED THEREON ARE WITHIN THE PROPERTY LINES AND NO ENCROACHMENTS EXIST OTHER THAN NOTED. Asphalt ;....... Brick EXCLUSIONARY NOTE: IT ISTHE OWNERS' RESPONSI BI LITY TO DETERMINETHE EXISTENCE O OFANY EASEMENTS, COVENANTS, RESTRICTIONS OR RIGHT-OF-WAY TAKINGS WHICH DO Overhang NOT APPEAR ON THE RECORDED SUBDIVISION PLAT. UNDER NO CIRCUMSTANCES SHOULD ANY DATA HEREON BE USED FOR CONSTRUCTION, FOR ESTABLISHING PROPERI LINES, OR FOR PLOT -PLAN PURPOSES. X Wood Deck MUNICIPALITY OF ANCHORAGE On -Site Water & Wastewater Program PO Box 196650 4700 Elmore Road Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997 http://www.muni.org/onsite On -Site Wastewater Disposal System Permit Permit Number: OSP201317 Work Type: Septic Upgrade Tax Code Number: 05047407000 Site Legal Address: HYLEN CREST #1 BILK 3 LT 11 G:0057 Site Mailing Address: 21323 LOWLAND AVE, Eagle River Owner: BONNEY KATHY ALLEN & DANIEL Design Engineer: EKLUTNA ENGINEERING, LLC* This permit is for the construction of: Effective Date Expiration Date ry �1 r V ��U Departinent Lot Size in Sq Ft Total Bedrooms: 8/24/2020 8/24/2021 20003 Q Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage All construction shall be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80) 3. The wastewater code requires inspections during the installation. The engineer shall notify the Development Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall be either: a. Opened and Closed on the same day, or b. Covered, sealed, and heated to prevent freezing Special Provisions: The Engineer is to do a minimum 15.5 foot deep test hole, including percolation testing, prior to the construction of the septic field. Construction may proceed at your own risk before the 7 day water monitoring is complete. Please submit stamped and signed results with the As -built Inspection Report. If the results require a design change, construction of the system will stop pending On -Site review and approval. Received By: Issued By: Date: Date: 0 ( Z4/�_'f ) 12 MUNICIPALITY OF ANCHORAGE Development Services Department s Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 ON-SITE SEPTIC/WELL PERMIT APPLICATION Parcel I.D. 050-474-07 Property owner(s) BONNEY KATHY & DANIEL Day phone Mailing address 21323 Lowland Avenue Eagle River AK 99577 S'lt 14A 21323 Lowland Avenue Eagle River AK 99577 ea ress Legal description (Sub'd., Block & Lot) HYLEN CREST #1 BLK Legal description (Township, Range & Section) 3 LT 11 Lot Size 20,003 Sq. Ft. Number of Bedrooms 4 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field F Initial ❑ Single F F) (w/*2_ ADU 0 Septic Tank El Upgrade FE ❑ (D) Holding Tank ❑ Renewal ElDuplex Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A WAIVER REQUEST FOR: Distance: I certify that the above informatio s correct. I further certify that this is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) Permit/Rush Fees: Q 50-VI1)-19) Waiver Fees: Date of Payment: g i 0020 Date of Payment: Receipt Number: 0 S'O L -lb Receipt Number: Permit No. OSP20 j`�1r( Waiver No. GADevelopment Services\Building Safety\On Site Water and Wastewater\FormsUient FormsTermit Application.doc Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP201317, Deb Wockenfuss, 08/24/20 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP201317, Deb Wockenfuss, 08/24/20 MUNICIPALITY OF ANCHORAGE Dr RI'MENT OF HEALTH AND HUMAN SER ES Environmental Health Division 825 "L" Street, Anchorage, Alaska 99502, Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Name Phone(s) Permit No. No of Bedrooms LEGAL DESCRIPTION Township, Range, Seclion TANKS ~ SEPTIC [] HOLDING Material -- No.-~l Cor~l~ts TYPE OF SYSTEM (~,'FRENCH Er BED [] W. DRAIN [] OTHER $1) FT iravel width WELLS FT [~ PRIVATE Installe~ ~OTHER (Identify) REMARKS: DISTANCES TANK FIELD WELL WELL ~oo ~'~- ~oat4'- LOT LINE ~_.o FOUNDATION AS~BUILT DIAGRAM (Show location ol well, septic system, property I,nes, foundahon, dfp/eway, wator bodies, etc.) ,~ ri.i:'- / ?6× U-.'fi;: Wv,":v,.~"~"~'J..,~,.,'t 995/'7' Municipal arid State guidelines in ellecl on this date: __. Health Department Approval: -'" 72-013 (3/85) Scale: Inspections Pedornred by: : cedily IhaI this inspection was perfornled acoording Io ail MUNICIPALITY OF ANCHORAGE ~ DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ENVIRONMENTAL ENGINEERING DIVISION 825 L Street- A~choraga, Alaska 99501 Tel0phone 264-4720 ~ ON.SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT IPHONfi [] UPGRADE DISTANCE TO: IWell Manufacturer ' DISTANCE TO: / ~OO ~ NO. 0%EORO0 , i.,mgth Width tgi), of c~r~partmanls Inside length Liquid depth Dwelling PERMIT NO, Liqu!d capacity in gallons Material Tote, le,~fof lines J Trench?~,~th inches Materiel beneath tile inches Depth Distance between lines Total effe~ive ~.bsorptior~..~ea vERMIT NO. u Type of crib DtSTANCE TO: i"C!ass J DIE'I'ANCE TO: Crib diameter Well Oepth~.~t Build~]g foundation Crib depth Building foundation Driller Total effective absorption ere0 Nearest lot line Oistanco to lot line I PERMIT NO. Septic tank Absorption area(s) OTHER ~N~TALLB~ REMARKS ................... ................ ......................... E~ ~'~i-~da--. :~,. ...... APPROVED OA'TE I. FGAL DFZPAF~TMENT OF HEAl_TH AND ENVIROi',IMEEIqTAL F:'ROTECT]:OIq G25 I_ S'TREF~T, AI',ICHDRAGE, Al'::: 9950 t C]: ~ ..... ~E:~ ][ "T- IL: :E~, IE~Z ~,,JI F'ISRMIT NO: DATE ISSUED: APPLICANT: ADDRESS: COl ITA[.¥ F'HONE: 84069:Z.; 08 / 13/84 WALKER CONSTRACTING F'.O. BOX 1974 EAGLE RIVER, Al.'.:: 99577 694-4858 LEGAL DESCRIP: L[)T SIZE: LDT LOCATION: PlAX BEDROOMS: SUBDIVISION: HYI_EN CREST SECTION: 8 TOWNSHIP: 14N (SQ.I=T. OFt ACRES) .5A :]..i LOT: 11 BLOCK: RANGE.' 1W Listed below are the options available 'Lo you in d~-~signing your septic system. Clnoose the option that. best fits'your site. .................................... ................................ DEPTH "FO F'IPE BDTTOM (FT.) 4.0 z~,o 4.0 4.0 GRAVEL DEPTH (FT.) ~1 ----~ 3,,5 ~.3' 0,,5 2.5 T(]TAL DEF'TH (FT.) ~ 7,~5 . '7,3 4.5 6.5 GRAVEL WIDTH (FT.) 2.5 2,b~ 15.0 5.0 GRAVEl_ LENGTH (FT.) 42.0 ~5- ~?..0 37.0 GRAVEl_ VOLUME (CU.YDS. 15.5 16. 1 ~') TANK SIZE (GALS) 1,000.0 ~-~ 1,000.0 .~.~ 1,000.0 ~.~ 96 96 96 SI]IL. RATING (SQ.FT./BF4) ~ ~g ~ ~ ~e TANK MUST 14AVE AT LEAST TWO COMF'ARTMENTS I c~..~rtify that: 1. I am familiar with the requirements fop on-site sewers and wel].s as set fortln by the Municipality of Anchorage (MOA) and tine State of Alaska. 2. I will install the system in accordance with all MOA codes and regulat, ions, and in compliance with tine design criteria oF this permit. 3. I will adhere to all MOA and State o{ Alasl<a Pequirements fo~' the set bacl< distances From any existing well, wastewat, eP disposal system or:public sewerage system on this or any adjacent Dp nearby lot. 4. I understand that this per'mit is valid for a maximum of 3 bedro6ms and any enlargement will ~'equire an addition~i permit.. IF A LIFT STATION IS INSTAl_LED IN AN AREA COVERED BY MOA BUILDING []ODES, THEN (1) AN ELECTRICAL PERMIT AND INSPEC, TION MUST BE OBTAINED; (2) AS-BUILTS WILL NOT BE APPROVED WITHOUT AN EI_ECTRICAL INSF'EC]'IOIq REI='ORT; AND .(3) THIE ELEC]RICAL WORI~LJS~ EE DONE B~ A LICEN~ED ELEC,]I~ICIAN. c* - ~~ DATIE: u) I GNED AF~PLICANT: ~_KEF~ ~TRACTING ISSUED BY ~/ DATE: N NAME MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ENVIRONMENTAL ENGINEERING DIVISION 825 L Street - Ancl~orago, Alaska 99501 Telephone 264-4720 · ~- ONSITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT __ ]PHONE C [] UPGRADE I OCA [ ION T' 4 d {::.!IV,./ ........ ] Well , DISTANCE TO:I ~ ~ / ..... 'i~, 7. ¢ Liq capacity in gallons~ ...... ~MA~E QOz I DISTANCE TO: 0~ }M~nuf~cturer Absorption area D~llin~ I Inside ~ength '/~;~i~ Dwelling F ounda,.~ ~ Tot¢l le~¢.~ tof lines 'Fop of tile to¢~sh/grade Material beneatXi~ t.ungth Width Depth T~/l~,'~'f~ril~- ........ Crib diameter Crib depth Well ~ Bui,ding four, darien DISTANCE TO: / /'O as~' '~ Depth / Driller ..... --J Bt Iding loundution /Sewer lin~ DINTANCE TO: ~'~' /, ........ Material N,mrest Jot line I ,%' 'b Trencl~vidth ,~-{::~ inches inches NO, OF BEDROOMS NO. Liquid depth PERMIT NO, Liquid capacity in gallons Distance betwoan lines Total e f f e~iS~,~ s o rpt i o,rl.~ea PERNIIT NO. Nearest lot line Distance to lot line Septic tank LPERMIT NO. DATE POu,.,H 6-650 ANCHORAGE, ALASKA 99502-0650 (907) 264-4111 TONY KNOWLES. MA YOR DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION Permit ~: 840693 January 31, 1985 TO: Permit Applicant SUBJECT: Lot 11 Block 3 Hylen Crest Subdivision A permit issued by this Department for an individual well and/or on-site sewer system has expired as of December 31, 1984. Permits are issued on a calendar year basis by authority of Municipal Ordinance. A new permit must be obtained from this Department for any well and/or on-site sewer system not installed by the expiration date. If you have drilled the well, a well log needs to be sent to this Department for documentation of the installation and to close the permit. If a private engineer inspected the installation of the on-site sewer system, the original as-built inspection report and the yellow copy must be sent to this office for review and approval, and for documentation. If there are any further questions, please call this office at 264-4720. Sincerely, Keith E. Bandt, SupeYvisor Environmental Engineering Program KEB/ljw enc: Copy of Permit SWP/057 F"IERM I 'T' NO: DATE!: ISSLJED: APPLICANT: ADDRESS: COpI"FAC'T' I:::'HONE: L..EE)AL~ DIESCRIP: LOT F.'J I ZE: I_OT LOCATION: MAX BEDRDOMS: P'"', ILJ ~,,,~ ][ C:]: :]: f" J¢~ IL.... ::[ '"~- '"¢' C]l IF::" ~lc'.~l~ IP, ll C]: I1"'-, Cji DEF:'ARTHENT OF FIIEAI_TH AND ENVIRONMENTAL FF~D'TECTIOI'q 825 L S'T'RIEET, AItL, HDI-.,AGI::., AK 9950 E.} ~ q .... '~, ][ 'T E:.: SS~ EE: b,dl EE: f;~ IF" E'S_"] F~." P"I 840693 08/13/84. WALKER CONSTRACTIPIG F'.O. BOX 1974 E.']A[')LI~ RIVER, Al'::: 99577 694-4858 SUBDIVISION: HYLEN (]RES]" SECTION: 8 TOWNSHIP: (SQ.FT. OR A[]RES) .5A 3 L.OT: 11 BLOCI<." 3 14N RANGE: 1W List. ed be].c~ are the optic~ns available 'Lo you in design:i, ng your sept:Lc system. Choose t. he op'L:i, on that. best fits'youe site,, DEF:'TI"] TO F:'IF'I!"] BO]'T'OM (FI".) /:~,, 0 4.0 ['}RAVEl_ DEP]'t4 (F"T'.) 3,, 5 0,, 5 ]"OTAL DIEF']'H (ET'.) '7 ,~ 5 _ 4 ,, 5 GRAVEL. W.I:DTt4 (F:'T,,) 2.5 15,, 0 GRAVEl_ LENGTH (F:'T ,, ) 4.::..?. 0 29 ,, C' GRAVE~L.. VOLUMIE (CU.YDS.) 15,, 5 16. 1 TANI< S I ZE (GALS) 1 .,, 000.0 ~",~' .t., 000.0 '~"~' SOIl.... RATII'4G (SC,!.FT. /BR) 96 96 '~'~- "FANK MLIST HAVE AT I_IEAST TWO (3OMPART'MENTS 4. ,, 0 6,, 5 5 ,, 0 37.0 20 ,, 5 000 ,, 0 .~..~. 96 I c:ertify t. hat: 1. I am familiar with the requir'ements for c)n-sit, e sew~r's and wells as set for'th by the Municipality ~t' Anchor, age (MOA) and 'Llae State o¢ Alaska. 2. I will install tine system in accc)r'dance with all MC}A codes and regula'L:Lor~s, ar'id in cc~mpl:i, ance witl"l t. he design cri'Leria c:)f 'Llnis per'mit. 3. I w:i.].l adher'e 'Lc) a].]. M[]A alqd St. at:e DJ' ¢~lasJ.:'.a peqt,.t:i.l-em(;erlts~ fop t. he set bacJ< dist,¢:U'lC:es ¢l"om ar'iy 8>{istil'lg we].l~, was'LePta'[.(:al" d:Lsposal system or'publ:i.c sewer'age system on 'Lhis~ e:n- any adjacerH:, of near'by la'L. 4, I underst, and that, 'Llais permit is valid for a max:i, mum of' :3 bedroc~ms and any enlar'gement w:i.].], r'equire an ad(:liti(~n~:~l per'm:i.t.. IF A LIFT STATION IS INSTAL. LED IN AN AIRE:.A " ' .....'~ BY ..... '"' bI]dI:J~ED MOA BLJII_DIIxlG [.[]bt'.::.~, THEN (1) APl ELECTF~ICAI_ I~ERM:[T AND INSF'IECTION MUS't" BE OBTAIIqED; (2) AS'-BUIL.TS WILL ND'I" BE AF'F'ROVED WITHOLJT AN ELECTIRICAL iPlSF:'ECTIDIq REF:'[]RT; APID (:];) TI'lIE .... ,'] C"'" (- ~ ' qV ..... ~ ~ ............ ELECTRICAL WC.IIR~d..J~:~I EE. DDI.fE B~ A L..I. CEII~ED [:LI::.C]RJ.C.I. AI I. S I GPlED DA ]"J2~ _.: ISSUED BY ~ ....... DATE:: '~_ '-- PERFORMED FOR: LEGAL DESCRIPTION: [] SOILS LOG MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 L, Street, Anchorage, Alaska 99501 264-4720 SOILS LOG- PERCOLATION TEST PERCOLATION TEST 1 2 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 2O ciad - c~ WAS GROUND WATER ~Xl~ S ENCOUNTERED? L O ~ ~'~ I~.~ . p E IF YES, AT WHAT DEPTH? SITE PLAN Gross Net Depth to Net Reading Date Time Time Water' Drop 3 .~. ,'~., !~ ,~, ..,.. ~,, ~ TEST RUN BETWEEN ' ' \d COMMENTS J~ S C~ Y" '/'"L)'~¢~ (.'lf~ ~""~'~ e ~ ~ ~ ' 72-008 (6/79) DATE: a) x rLU o LL a o /m/ ifs ^ CL z a •� a O 3 I Q^ 0 _L zi U � cn _ Q W o � U L W •'CJ U) . c tf') N O N ti co ai ❑ C O m x W O 0 O i ti O i 4 0 LO O ❑ U m d ti Lo m m Q H � J CO � J m W W CO �k Q NW 0 I L a U J WO J J 2 N co O N U) U � N Cc Q) J CO J W Z 06 w J J 2 F— LU W Z W O c O tf (D 0- 0 Q 7 U ho u U) d N 0 c E O U N O N N (D m U IE N U f0 C M N 0 c o`` a o /m/ ifs ^ CL •� a O 3 -_ _L zi N V N C E ~ ~ U L O O C N CL Q > OC V = Q = r d Q L '> '> Q N E E N Q .O N c 3 O ° Q U Q N LL -_ 2 cu c N U)_ O a O o z Q p U 3 a� E .N j O C mN CL 'a C O L N Q 0 n� 'a O N v v .it X 0 m it 0 _ m L 0 >, U) �, m ��W CO N E.a y 0 Q o OCL C O � O > �. 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Structure served by this system ____ A. WELL DATA - PUBLIC &/OR CLASS “A” WATER Well log is filed with Onsite (or attached) Date drilled Total depth ft Cased to ft Sanitary seal is functioning correctly Wires are properly protected Casing height (above ground) in. Date of flow test for COSA Static water level at beginning of test ft. Well production at time of test gpm Water storage tank volume NA gallons Well disinfected for coliform test? Yes No Coliform bacteria is Negative Nitrate mg/L Nitrate less than MRL (ND) Arsenic ug/L Arsenic less than MRL (ND) Collected by Date Comments __________________________________________________________________________________ B. TANK DATA Measured operating fluid level in septic tank 58” Date of pumping 8/7/24 Required maintenance completed, if AWWTS Comments: C. LIFT STATION Required maintenance completed Age of lift station years Lift station material Comments: D. ABSORPTION FIELD DATA Which system tested (date installed) 10/26/20 ALL standpipes present per record drawing Total measured depth from grade 9.3 ft (max) Measured depth to pipe invert from grade 5.8 ft (min) N/A – pressurized field. Per record drawings, field is insulated. Monitor tubes (MT) go to bottom of effective (ED). If not, state depth into effective Presoaked required if (Required if house vacant or field not used for more than 30 days prior to date of test) Gallons introduced 2000 gallons 8/7/2024 date Any rejuvenation treatment (past 12 months) N If yes, enter date Adequacy test date 8/8/24 Results Pass Fluid depth prior to test 0 in Water added 600 gal New fluid depth 7 in Elapsed time 1440 min Final fluid depth 0 in Absorption rate 600 gpd FIELD STATUS – POST RECOVERY Effective depth (per record drawings) 42 in (MOA 3.5’ ED) Effective depth used 0 in (Final Fluid Depth) Effective depth remaining 42 in Comments/Deficiencies: Approximate total measured depths from existing grade. ED per elevation measured shots & appears approximate. COSA Checklist.docx E. SEPARATION DISTANCES From Private Well on Lot to: (Please enter distances if less than required or if community well on lot) - NA Septic Tank/Lift Station on Lot > 100’ Yes if No ft Neighboring Tank > 100’ Yes if No ft Absorption Field on Lot > 100’ Yes if No ft Neighboring Absorption Fields > 100’ Yes if No ft Community Sewer Main > 75’ Yes if No ft Community Sewer Manhole/Cleanout > 100’ Yes if No ft Private Sewer/Septic Line > 25’ Yes if No ft Holding Tank > 100’ Yes if No ft Animal Containment > 50’ Yes if No ft Manure/Animal Excreta Storage > 100’ Yes if No ft N/A – Served by Community Well (not on lot) or Public Water From Septic/Holding Tank and Absorption Field(s) on Lot to: (Please enter distances if less than required) Building Foundations > 10’ Yes if No ft Tank to Property Line > 5’ Yes if No ft Field to Property Line > 10’ Yes if No ft Water Main > 10’ Yes if No ft Water Service Line > 10’ Yes if No ft Surface Water > 100’ Yes if No ft Wells on Adjacent Lots: Private Wells > 100’ Yes if No ft Community Wells > 200’ Yes if No ft If tank or field is under driveway comment below F. ENGINEER’S COMMENTS G. CERTIFICATION & STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based on procedures outlined in the Certificate of On-Site Systems Approval Guidelines, indicates that the on-site water supply and/or wastewater disposal system appears to comply with applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation, unless noted otherwise. Name of Firm FIRST WATER CONSULTING Phone 907-350-9566 Engineer’s Printed Name CURTIS HUFFMAN, PE Date 9/4/2024 Comments: This investigation was completed in compliance with MOA guidelines, regulations, and best industry practices / methods. The assessment of the condition of the well and septic applies only to the conditions as of the day tested. The flow and absorption rates may change due to subsurface conditions that may not be observed from the surface, changes in land use, local soil characteristics, groundwater levels that may fluctuate during the year, quality of construction (workmanship & materials), the water usage of the family being served by the system and maintenance. The operational life of all well and septic systems are subject to these various and dynamic characteristics and are outside the control of the evaluator of the well and septic system. Therefore, any or NO estimate of how long a system will function satisfactory for current or future occupants or guarantee that no unseen encroachments, deficiencies or discrepancies exist can be given by First Water Consulting & 9/4/24 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 GENERAL INFORMATION (a) Legal Description (include lot, block, subdivision, section, township, range) Location (address or directions) (b) (c) Applicant Name ¢--~,~ ~.o~,.g~'~. Telephone:Home ~_C~r'~%-- Business Applicant Address '~,O, "~,? f-'~t-~'~-Oq ~ F..,~ . Applicant is (check one): Lending Institution []; Owner/builder ~"'; Buyer []; Other [] (explain); (d) Lending Institution ~ O ~ ~ Telephone Address (e) Real Estate Company and Agent Address Telephone (f) Mail the HAA to the following address: TYPE OF RESIDENCE Single-Family ~ Multi-Family [] Number of Bedrooms Other WATER SUPPLY Individual Well [] Community [] Public ~' / Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. SEWAGE DISPOSAL Onsite/~ 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) ENGINEERING FIRM PROVIDING INSPECTIONS, TESTS, FILE SEARCH, DATA 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 Address 5RB Date Ea~Je River, Telephone / DHEP APPROVAL Approved for '~'~'~' ~-~bedrooms by ~ '~'' '~~ Date Approved ~ Disap~,.ed Co~nal · -Terms of Conditional Approval CAUTION 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 (11/84) MUNICIPALITY OF ANCHORAGE (MO,,.,,~, HEALTH AUTHORITY APPROVAL (HAA) CHECKLIST - FEBRUARY 1984 264-4720 Legal Description: ,MUNICIPALITY OF ANCHoP-,AGE, DEPT, OF HEALTH & ENVIRONMENTAL PROTECTION 3 u 1986' WELL DATA Well Classification Well Log Present (Y/N) Total Depth Cased to Static Water Level Casing Height Above Ground Electrical Wiring in Conduit (Y/N) Separation Distances from Well: To Septic/Holding Tank on Lot To Nearest Edge of Absorption Field on Lot To Nearest Public Sewer Line Cleanout/Manhole Water Sample Collected by Water Sample Test Results 'l~llJf~LI(~.~ If A, B, C, D.E.C. Approved ~,,N~ Date Completed Yield Dept)'~/~/~ routing //~.~ump Set At Sanitary Seal on Casing (Y/N) Depression Around Wellhead (Y/N) ,~Oo i ¢- ; On Adjoining Lots 2z~"o' '~ bo / ~ ; On Adjoining Lots ~.~,~c~ ¢ ¢' To Nearest Public Sewer To Nearest Sewer Service Line on Lot ; Date Comments B. SEPTIC/HOLDING TANK DATA Date Installed Size /g20(2 No. of Compartments / Standpipes ~:rj~..)- Air-tight Caps(C~//N) Foundation Cleanout(~/N)' Depression over Tank,.Cf~) Date Last Pumped Pumping/Maintenance Contract on File (Y/N) /,¢~/A-"'~.. T ;for Holding Tank High-Water Alarm (Y/N) //.~ emporary Holding Tank Permit (Y/N) Separation Distances from Septic/Holding Tank: To Water-Su'pply Well ~,~c~o J +'' /~u4CZ-~ To Building Foundation To Property Line /o i*"" To Disposal Field ,-%'-/ To Water Main/aef. vic. e Line ¢.~O Course To Stream, Pond, Lake, or Major Drainage Comments Page 1 of 2 72-026{11/84) C. ABSORPTION FIELD DATA Soils Rating in Absorption Strata Date Installed //"~- g J~; // ,' // ' / Width of Field ,~' '/ Square Feet of Absorption Area Depression over Field Results of Last Adequacy Test Separation Distance from Absorption Field: To Water-Supply Well To Building Foundation Lot To Water Main/-Se~-iee Line of System Design Type Length of Field Depth of Field Gravel Bed Thickness Standpipes Present ~ To Stream/Pond/Lake/or Major Drainage Course To Driveway, Parking Area, or Vehicle Storage Area Comments /,~'! ,,/---¢~'/~:~-/' ~--¢-.'~ Z/'~,¢~¢ Date Q~ Last Adequacy Test To Property Line )'o/'~ To Existing or Abandoned System on ; On Adjoining Lots ,.~O ' ~ To Cutbank (if present) D. LIFT STATION Date Installed Dimensions Size in Gallons Manhole/Access (Y/N) "Pump On" Level at High Water Alarm Level at Tested for Electrical Codes (Y/N) "Pump Off" Level at Vent (Y/N) Pumping Cycles during Adequacy Test. Meets MOA 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 Engineer|tV, Signed $i~, Company Eaele Receipt No. Date of Payment Amount: $ Date /'/2-'/~/ MOA No. Page 2 of 2 72-026 (11/84) ANCHORAGE/WESTERN DISTRICT OFFICE 437 "E" STREET, SUITE 303 ANCHORAGE, ALASKA g9501 BILl. SHEFFIELD, GOVERNOR Telephone: (.907) Address: 274-~533 To Whom it May Concern: ,cco ding to records on file in this office the ~..i~/:,,(~/~j /..c~./ -- , ~],:_.~JJ'(__.-<..../] ~ ~] ~]7~ Water System is in compliance with the State Drinking Water Regulations Sincerely, I, MUNICIPALITY OF ANCHORAGE DIVISION OF ENVIRONMENTAL DEPARTMENT OF HEALTH AND ENVIRONMENTAL IEt0TF. CTION APPLICATION FOR HEALTH AUTHORITY APPROVAL CERTIFICATE io General Information Application Date (a) Legalt. II Description~ ~5 I~'~/C~'~j(include~/~CLi~l°t']~ blocl~, subdivision,~ ~ ~ .~ 63 section,f~ { u.3 township,_ _ range) Location (address.or directions) (c) Applican~ ts (check one) Lending Institution ~ ¢ ~er/bullder~ Buyer ~ ; Other ~ (~plain); Mail ~he t~ ~o the follo~ng ~dress: ~dence Single-Family~--~ Number of Bedrooms Multi-Family~ Other (describe) Water Supply Individual Well Community ~ Public Note: If community well system, must have written confi~ation from the State Department of Environmental Conservation attesting to the legality and status. Sewage Note: If community well system, must have written confirmation from the Sta~e Department of F, nvironmental Conservation attesting to the legality and status. [Page 1 of 2] 5. Ensineerin8 Firm Prowtdin~ Inspections~3 Tests2 File Searc~ Data and Information Approved fo~'~.ek~-_.~ 'l~edrooms Approved~ As certified by my seal affixed hereto and as of the validation date shown below, 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 ~pe of s~ructure indicated herein.. I further verify that, based om the info~atiou obtain~ from the ~nicipality of ~chorage files and from my investigation ~d inspection, the o~si~e ~ter supply aud/or ~stewa~er dispos~ system is in compliance ~th ~1 ~nicipal and S~ate codes, ordinances, a~ regula- tions tn effec~ on ~he date of ~his in~pec~ion. Di~approved Terms of Conditiouad. Approval CAUTION THE MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION (DHEP) ISSUES HEALTH AUTHORITY APPROVAL CERTIFICATES BASED SOLELY UPON THE REPRESENT- ATIONS GIVEN IN PARA~H 5 ABOVE BY AN INDEPENDENT PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF ALASI~A. THE DHEP DOES THIS AS A COURTESY TO PURCHASERS OF HOMES AND THEIR LENDING INSTITUTIONS IN ORDER TO SATISFY CERTAIN FEDERAL AND STATE REQUIRE- MENTS. 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 ~IOFESSIONAL ENGINEER'S WORK. Ra4/eJ/D~8 [Page 2 of 2] (OHEP ss>&) 7-19-84 A. WELL DATA MUNICIPALITY OF /~C~Cj~AT.--- OF ANCHORAGE (MOA) DEPT. OF HEA'L'"JT{'8~ ..... J"J":~ ENVIRONMENTAL PL~NAUTHORiTY APPROVAL (["]AA) J]£O 2 0 lgl~''~EcKL'rsT - F~RUARY 1984 RECEIVED Well Classification Well Log P~esent (Y/N) Total Depth Cased to Static Water Level Casing Height Above Ground Electrical Wiring in Conduit (Y/N) Separation Distances f~cm Well: To Septic/Holding Tank on Lot To Nearest Edge of Absorption Field on Lot To Nearest Public Se~ Line C leancut/Manhole Wate~ Sample Collected By Water Sample Test t%~sults C~'t~nts DL3 ~-~ ~ Legal Description: ~- ! f '~'~.~ $ '7' I R, If~B, ~ C, D.E.C. ~p~o~d(Y~) ~ ~te ~leted Yield ~pth of Groutinq Pump Set At Sanitaz~ Seal on Casing (Y/N) Depression A~ound Wellhead (_Y/N) ; On Adjoining Lots ; On Adjoining Lots To Nearest Public Se~r To Weakest Se~r Service Line on Lot ; Date B. SEPTIC/HOLDING TANK DATA Date Installed ~-/7-g~ si~ Standpipes (Y/N) ,~ Air-tight Caps (Y/N) y Depression ove~ Tank ,(Y/N) AJ Date Last Pumped Pumping/Maintenance Contract on File (Y/N)/t/~ ; for Holding Tank High-Water Alarm (Y/N) ~-//~ Temporary Holding Tank Permit (Y/N) Separation Distances f~am Septic/Holding Tank: To Water-Supply Well + ?~00' To Building Foundation ~ ~ TO P~operty Line + /.~'' To Water Main/Service Line Cou~ /U .A , No. of Cc~a~tm~nts '~ Foundation Cleanout (Y/N) To Disposal Field ]Z.I TO Stream, Pond, Lake, c~ Major D~ainage Comments Receipt 9 Date Paid: Amount: [Page 1 of 2] 2-15-84 C. ABSORPTION FIELD DATA Soils Rating in Absorption Strata Date .Installed ~-/ Width of Field Square Feet of Absorption A~ea Depression over Field (Y/N) Type of System Design '~-/~/d/~H' Length Field Depth of Field 7 L ~ ./ Grail ~d Thick.ss J f ~ w Stan~i~s ~e~nt (Y~) ~ of ~st A~a~ ~st ~~ Results of Least Adequacy Test Separation Distance from AbSorption Field: To Water-Supply Well ~ ?_O~9 TO P~operty Line To Building Foundation 30 ! To Existing or Abandoned System cn Lot ~k/ ~ ; On Adjoining Lots '~ '3 O' To Water Main/Service Line + q~O / To Cutbank(if present) To Stream/Pond/Lake/or Major D~ainage Course To D~iveway, Parking Area, c~ Vehicle Storage Area ~ Cc~ments Date Installed Size in Gallons "P~'~p On" Level at High Water Alarm Level at Tested fo= Electrical Codes (Y/N) Dimensions Manhole/Access (Y/N) "P~ Off" Level at Vent (Y/N) Pumping Cycles c~ing Adequacy Test. Meets MOA Comments ** Check Permitted Bedrc~m Rating Against HAA Request I certify that I have checked, verified, or conforn~d to all MOA HAA Guidelines in effect on the date of th~s inspection. .~=~ .--d'~ ~'~7~!~h~ Signed KB1/dL/s [Page 2 of 2] 2-15-84 HENRY WILSON 960[ BUDDY WERNER DR.: ANCHORAGE, AK 99516 (907) 346.2000 Construc neers, Inc. CHARLES A. LANDERS SR BOX 192-A, MYRTLE DR. EAGLE RIVER, AK 9957'/ (907) 694.9098 December 26, 1985 MUNICIPALITY OF ANCHOP, A(3E DEPT. OF HEALTH & ENVIRONMENTAL PROTECTION 1985 RECEIVED ~unicipality of Anchorage Div. of Environmental Health 825 L Street Re Lot 11 Block 3 Anc~torage, AK I{ylen Crest Gentlemen: The water supply and sewage disposal systems for this property were not placed in use until Decem- ber, 198~. Very truly yours, CONSTRUCTING ENGINEERS, INC. Itenry H. Wilson