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HomeMy WebLinkAboutEAGLE CREST #1 TR A LT 45 MUNICIPALITY OF ANCHORAGE ; DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ENVIRONMENTAL ENGINEERING DIVISION 825 L Street- Anchorage, Alaska 99501 Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT MAILING ADDRESS 77'7 %JO ,~ a ~., LEGAL DESCRIPTION LOCATION NO. OF BEDROOMS Well I Dwelling PERMIT NO. DISTANCE TO: Il Manufacturer Material No. of compartments Liq. capacity in gallons Width Liquid depth Well Dwelling PERMIT NO. DISTANCE TO: Well = Foundation Nearest lot hne PERMIT NO. ~' - / 0/6. / DISTANCE TO: Length 1~-[ ~ I ~ No. Ofo,~~O~lines of each~wline Tatar length of lin~ ~ Trench width - -nches~ /~e'~t~en lines T~ of tile to finish grade Material beneath tile a or ti area Length Width Bepth PERMIT NO. b depth Driller ; Sewer llne Well DISTANCE TO: Depth DISTANCE TO: Building foundation OTHER PIPE MATERIALS 501L TEST RATING ,NSTALL~ ~ REMARKS APPROV~:~~~' LEGAL 72-01:3 )Rev. 3/78) Nearest lot line D~stance to lot line PERMIT NO. Septic tanklc.,~/0 (~ Absorption area(s) · ~ · 825 '~. STREET, AMCHORAGE, AK. ~ .~l I~ . , , ' 264-4728 ~ ~S4. O~--S I TE SE~ER UPGRADE PER~ I T / X APPLICANT RK USA FED. C.U. / ~ 777 JUNEAU 264-28~2 LOCATION 2ND ST. E.R. LEGAL ' L45 TR R EAGLE CREST LOT SIZE ~7828 SQUARE FEET TYPE OF SOIL ABSORPTION SYSTEM IS: TRENCH MAXIMUM NUMBER OF BEDROOMS = ~ SOIL RATING THE REQUIRED SIZE OF THE SOIL ABSORPTION SYSTEM IS: DEPTH= ~LO LE[~GTH= 27 GRR~'EL DEPTH= THE LEMGTH DIMENSION IS THE LENGTH (IN FEET) OF THE TRENCH OR DRRI~FIELD. THE DEPTH OF A TRENCH OR PIT IS THE DISTANCE BETWEEN THE SURFACE OF THE GROUND AND THE BOTTOM OF THE EXCAVATION (IN FEET). THERE IS NO SET WIDTH FOR TREt.~CHES. THE GRAVEL DEPTH IS THE MINIMUM DEPTH OF GRAVEL BETWEEN THE OUTFRLL PIPE AND THE BOTTOM OF THE EXCAVATION (IN FEET). PERMIT APPLICANT HAS THE RESPONSIBILITY TO INFORM THIS DEPARTMENT DURING THE INSTALLATION I~SPECTIONS OF ANY WELLS ADJACENT TO THIS PROPERTY AND THE NUMBER OF RESIDENCES THAT THE WELL WILL SERVE. TIqO ( ;~ > I blSPEI~T I Obis lire REQU I RED BRCKFILLI~IG Of R~-IY SYSTEM WITHOUT FI~.IAL INSPECTION AND APPROVAL BY THIS DEPARTMENT WILL BE SUBJECT TO PROSECUTION. MINIMUM DISTANCE BETWEEl~ R WELL AND ANY ON-SITE SEWAGE DISPOSAL SYSTEM IS 100 FEET FOR A PRIVATE WELL OR 150 TO 200 FEET FROM A PUBLIC WELL DEPEt'IDING UPON THE TYPE OF PUBLIC WELL. HINIMUM DISTANCE FROM R PRIVATE WELL TO A PRIVATE SELLER LINE IS 25 FEET AND TO R COMMUNITY SEWER LINE IS 75 FEET. OTHER REQUIREMENTS MAY APPLY. SPECIFICATIONS AND CONSTRUCTION DIAGRAMS ARE AVAILABLE TO INSURE PROPER INSTALLATION. PERMIT EXPIRES DECEMBER I CERTIFY THAT l: I RM FAMILIAR WITH THE REQUIREMENTS FOR ON-SITE SEWERS AND WELLS AS SET FORTH BY THE MUNICIPALITY OF ANCHORAGE. 2: I WILL INSTALL THE SYSTEM IN ACCORDANCE WITH THE CODES. ~: I UNDERSTAND THAT THE ON-SITE SELLER SYSTEM MAY REQUIRE ENLARGEMENT IF THE RESIDENCE IS RE.MODELED TO ItICLUD~ MORE THRt'I ~ BEDROOMS. APPLICANT AK USA FED. C.U. ? F. SMITH ISSUED BY ........ DATE ...... V4. 0 ,.,ej,~.GRE~ER~ ANCHORAGE AREA BOR,..,dGH ~,~ Department of Environmental Quality ~ 3330 C Street Anchorage, Alaska 99503 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM SEPTIC TANK: DISTANCE ~-'-/_~ FROM WELL INSIDE LENGTH °~ / INSIDE WIDTH NUMBER OF PITS / . DIAMETER LINING MATERIAL MANUFACTURER ATERIAL LIQUID DEPTH NUMBER OF COMPARTMENTS IIQUID CAPACITY /C't-~-~ GALLONS. BUILDING FOUNDATION ADDITIONAL ABSORPTION / / OR WIDTH -- ! CRIB SIZE: DIAMETER FROM: WELL /~_~,'~?z~ . TOTAL EFFECTIVE NEAREST LOT LINE~ ~ ABSORPTION AREA (WALL AREA) LENGTH'-~°'0, DEJ~TH e DEPTH? WELL= TYPE BUILDING FOUNDATION CONSTRUCTION DEPTH DISTANCE FROM: NEAREST ,:~ ~. .EA.EST SEPT,CSEEPAGE /:,,__ LOT LINE . SEWER LINE TANK ~"4/ SYSTEM /'-~'~ · CESSPOOL OTHER SOURCES APPROVED DISTANCES: INSTALLED BY. ~e-f~ PIPE MATERIAL= LOT SLOPE: REMARKS: DISAPPROVED REMARKS Form NO. GO-031 PERMIT NO. '.~UNICIPALIT~ OF ANCHORAGE DEPRRTMEHT OF HEALTH AND ENYIRONMENTAL PROTECTION · 2510 E. TUDOR RD., ANCHORAGE, AK. ~507 276-2221 WEll AND ( 76142 ) ON--S I TE SEWER PERM I T APPLICANT ~R~T KURK~ P 0 BOX i77 - E,R. LOCATION 2ND & HILLCREST LEGAL TR R EAGLE CREST SUBD LOT SIZE TYPE OF SOIL RBSORBTION SYSTEM IS: TRENCH 694-S505 &7820 SQUARE FEET MAXIMUM NUMBER Of BEDROOMS SOIL RFlTINQ (SQ FT/BR)= i25 THE REQUIRED SIZE OF THE SOIL ABSORPTION SYSTEM IS: DEPTH== :Lb LENGTH= 27 GRAVEL DEPTH= 7 THE LENGTH DIMENSION IS THE LENGTH (IN FEET) Of THE TRENCH OR DRRINFIELD. THE DEPTH OF R TRENCH OR PIT IS THE DISTANCE BETWEEN THE SURFACE OF THE GROUND AND THE BOTTOM OF THE EXCAVATION (IN FEET). THERE IS NO SET WIDTH FOR TRENCHES. THE GRAVEL DEPTH IS THE MINIMUM DEPTH Of GRAVEL BETWEEN THE OUTFRLL PIPE AND THE BOTTOM OF THE EXCAVATION (IN FEET). REQUIRED SEPTIC TANK SIZE= iO~O GALLONS BACKFILLING Of ANY SYSTEM WITHOUT FINAL INSPECTION AND APPROVAL BY THIS DEPARTMENT WILL BE SUBJECT TO PROSECUTION. MINIMUM DISTANCE BETWEEN R WELL AND ANY ON-SITE SEWAGE DISPOSAL SYSTEM IS 100 FEET FOR R PRIVATE WELL OR 280 FEET FOR R PUBLIC WELL WELL LOGS ARE REQUIRED AND MUST BE RETURNED TO THE DEPARTMENT WITHIN 30 DRYS OF THE WELL COMPLETION. SPECIFICATIONS AND CONSTRUCTION DIAGRAMS ARE AVAILABLE TO INSURE PROPER INSTALLATION. PERM I T VRL I D FOR ONE ~'~ERR FROM ISSUE I CERTIFY THAT i: IRM FAMILIAR WITH THE REQUIREMENTS FOR ON-SITE SEWERS AND WELLS RS SET FORTH BY THE MUNICIPALITY OF ANCHORAGE. 2: I WILL INSTALL THE SYSTEM IN ACCORDANCE WITH THE CODE~. 3: I UNDERSTAND THAT THE ON-SITE SEWER SYSTEM MAY REQUIRE ENLARGEMENT IF THE RESIDENCE IS R~O I N~D~N 3 BEDROOMS. RPPL I CANT WAL'[/~'Ui~R Performed For Leaal This ~escrintion: Lot ~Block Korm Renorts Soils Loq Oate Performed ~-/-7~ Percolation Test Deoth Feet Soil Characteristics 2 3 4 5 9-- 10- Was ~round Water Encountered? I¢ Yes, At what Depth? I I I I I "' ' Readinq Date Grnss Time Net Time Depth to H20 Net Dron' I Percolation Rate Ulnute ProPosed Installation: Seeoaee Pit Drain Field Deeth of In.~}et . Deoth To Bottom.Of Pit Or Trench Test Performed By f/~ i~RI/~ Data Certified BY: ~T~- / Date: M .:[~- :' DRILLING, Inc .... :" ENV;RONMENTAL PROTiCIION P.O:Box 4-1224 · I310C International Airport Road ~ (907) 274.4611 'A.C.O.AGE. A,_~S,~ 99509 JUN ! "/1976 Well Owner ",,.,LL,.O LOGREC EIV ED Wait Kurlc~ .use of Well po~: Location (address of: Townsh!p, Range, Section, 'if known; or distance main road L45, Tract A, Eagle cre-;t ?,ubdiv. ~,-. pi{~c,r , Size of casing r G~ ' ' Depth of Hole' 276 feet ~as~dto TTK ' fee¥ Static water level ~ ft. X ~a~v~) (below) land 'surface. Finish of well (c~eck one) 'open end ( .? Screen ( ); Perforated (h. ). '" ' ~ '" None Describe screen or perforation ~' '" ' Well pumping test at ~ "'gall~'~ (1}our) of drawdown from static level. <. -. Date of completion 1/. ,M~w 7,¢, Depth in feet from ground surface. (minute) for ~" TO. 2 ..' ~ ' TO. 5 c .TO. ':'O .TO. SO . 59 .TO. 1OO 109 .TO ? 5D .TO ? 7a __TO 27 TO 'TO TO TO / hou. With\ /r,~ % < WELL LOG Give details of formations penetrated, Mze of materiah co~or~ana hardness Ca s i nc., .qrxclcup / TO Cobblo~ Grave, 1: ~,and,V ' -'- ',' '7 gmr, ll Grnvol: n~.l.t,, · NW'~VA C,;rt'ifie:l Con,"ractor C:.,r::;,_,;t) '.',N ill & 973 ); 2 -- STATE '~>..cL;',~fl°n.f(addr~S of: Tow~P~ ~ge, Secflon,"H ~o~; 0r d~tance'ma~ roa~ . ~' * ' * ': ~' .... S~e of c~ ~'i,o' * ~nDeptH 0f Ho~,~' -~-/o . feet C~ed to ~ ~ feet .: · Static·water leve~t. ~ (~)'L !lbelo~l lad surface.,~in~h of we~.(check one) ~op~n end (% ~ ) i ~ -:/. Describe screener perforation ~ ..... ~-,: ': :.;,7 :of.~awdo~ fro~ s~tic iegel~ ~:~!'{ ~..' · , ..,- './-' . ~ ~,.-~ ~':/ ... i '-" :=. ' , ' . Z~o~a su~ac~,~ -.,, · ~ SGtve deta~ or formatrons penetrated, ~z~ ?~tenal, color~ana nar~e~ 3 ,:-~, '~..,',, ~O - ~TO ...'~u '.' .., ~ ~i.~v~i~" ~l~ f } ~ ." ~ ' ....... ' '' ~. ' TO' 270 .j TO- · TO ' TO · TO' TO TO 2-- -~TATIr "  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 Parcel I.D. # CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING ~L~-~ HAA# 1. GENERAL INFORMATION Complete legal description Location '(site addi'ess or directions) Pr0Per{~ owner C/~z~ A. chmJ~_~owi~.~ Day phone &94-8~19 Mai'ling address Lending agency '."'/' Mailin~'~ddress -.'~ '~' Agent 1941~ SeconE S~ee~. E~g~ RZue.~., A,~6/z~ 99571 Day phone Day phone Address Unless otherwise requested, HAA will be held for pickup. 2. NUMBER OF BEDROOMS: 3. TYPE OF WATER SUPPLY: Individual well NOTE: Community well Public water If community well system, provide written confirmation from State ADEC attest- ing to the legality and status of system. 4. TYPE OFWASTEWATER DISPOSAL: NOTE: Individual on-site ...... Holding tank Community on-site Public sewer If community wastewater system, provide written confirmation from State ADEC attesting to the legality and status of system. e STATEMENT OF INSPECTION BY ENGINEER As certified bY my seal affixed hereto a~d 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 Address Engineer's signature 6. 'DHHS SIGNATURE '~' ' Approved for 5 z. s ENGINEERING - 17034 Eagle Rivet' L~p Road bedrooms. .Disapproved.' Conditional approval for Phone bedrooms, with the following stipulations: -' AdditiOnal Comments' By: / ~ Date .~-/2 - ~0 2. The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health Authority Approval Certificates based only upon the representations given in paragraph 5 above by an independent professional engineer registered in the State of Alaska. The DHHS does this as a courtesy to purchasers of homes and their lending institutions in order to satisfy certain federal and state requirements. Employees of DHHS do not conduct inspections or analyze data before a certificate is issued. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work.  Municipality of Anchorage Department of Health & Human Services HEALTH AUTHORITY APPROVAL CHECKLIST Legal Description: ~.-,~'",..["~'Jl~' ~.4~:~ Parcel I.D. A. WELL DATA Well type Log present (~YN) Total depth ~-'3 L~ ' Sanitary seal ~/N) IfA, B, or C, attach ADEC letter. Date completed Cased to FROM WELL LOG Date of test Static water lever ~-.~r~' Well flow ' ~,. O Pump level ' SEPARATION DISTANCES FROM WELL TO: ADEC water system number ~"' "//-' Driller '2--~ S' ~ Casing height Wires properly protected ~N) ~ g.p.m. Septic/holding tank on lot Absorption field on lot Public sewer main Sewer service line WATER SAMPLE RESULTS: Coliform O c~"'/l~{) r~ l-. Nitrate I~ate of sample: ~df.'] ..~ ~ / ~ _ ~ .. ? 7.- Collected by: ; On adjacent lots I o,'3t¥ ; On adjacent lots Public sewer manhole/cleanout · Petroleum tank ~,~, Other bacteria ~ ~ A~- $ & S ENGINEERING 17034 Eagle River Loop Road No. 204 Eegle River, Alaska 99577 Compartments, Depression (Y~) B. SEPTIC/HOLDING TANK DATA Date Installed ~ ~.-~./~Tank size Cleanouts~N)' i ~/ Foundation cleanout (Y~ High wa!er alarm (Y~ ' I ~ , Alarm tested (Y/N) Date of pumping . . z~..~"1 ~ ~- Pumper SEPARATIC~N DIsTANcES FROM'SEPTIC/HOLDING TANK TO: Well(s) on 10t '" ~'~'~ On adjacent lots 'To propertyline Surface water/drainage · Absorption field Foundation · q,o t ~- Water main/service line lc> 724)26 (Rev. 7/91) From CONTINUED ON BACK PAGE C. LIFT STATION *** , Date installed ' Manufacturer · ' ~ ~' ' ' Manh~l~/Access (Y/N') Size in gallons Vent (Y/N) "Pump on" level at ,i ' ' ~ i ~t Meets MOA electrical codes (Y/N) .... ~, ~ 'J" ,, Onadjacent~l(~,tS D. ABSORPTION FIELD DATA Date installed ~1~ -{5 i ' Length ''<' '7"'~" Width '~ ~.-~ 'l~t~l ab~rptio~"area Depression ov~r field ~Y~ Result~fail) Pp,~ 5 ~er0xide treatment (past 12 months) (Y~ Surface water Soil rating t ")-'~" &/1~. System type "1'"~..~,. Gravel thickness -~'l Total depth I O t Cleanouts present {~'N) ' Date of adeq,u, acy test ~ o -~ .c/7.- for '"~ ~-~-r--~ ~ "'5'~ bedrooms V-.~ o~ ,..[ If yes, give date ~J~" Surface water dr-i-an ~ Curtain SEPARATION DISTANCE FROM ABSORPTION FiEI~D Wellonlot ~c, ~ ~ On adjacent lots To building fou 'n~at~on '~.o t On adjacent lots E, ENGIN EER'S'~ERT~FIcATIoN Cutbank I certify that I have checked, verified, or conformed to all MOA and HAA guidelines in effect on inspection. · ,_ , $&$ENGINEERING Signature 17034 Eagle River loop Eagle River, Alaska Engineer's Name· Prope.rty line To/~l~isting or abandoned system on lot ~ ~-- .. /~r Water main/service line I c~ Driveway, par!ing/vehicle storage area ~" ~ ~ "AA Fee $ I "~0 Date of Payment Receipt Number 72-~6 (R~. ~) ~k MOA 21 !on the date of this OFt. Waiver Fee: $ ~~ Data'of Payment ~ -- ~ ~-~ ~ Receipt Number ~ ~ ~ I ~ LEGAl. EAGLE CREST SUBDIVISION. TRACT A, LOT 45 DRAWN I.. S. ULSHER R.J.S. 4./12/92 SHT. I of I WELL ' WELL RADIUS  LOT 46 HOUSE: //~ / A/E SUPPLIES t50208 ! ! I00' ~ '~'~,,. VACAN T2 /~ LOT 45 ~"~ ~ / ~ / / / / ,7.. / / / / -7- / / / / / / ? ? · LOT 55 LOT56 SHAF£R  17034 Eagle River Loop Road Eagle River, Alaska 9957? ** ~IELL FLO/~ 1EST I~^TA StIEET ** LOCATIO. OF WELL,Legal Description): WELL DEPTH: ~.'~ I~, i FT. CASING: ~.."7 ~" I FT. DATE DRILLING COMPLETED: ~".~ ~'] L~ DRILLER: STATIC WATER LEVEL (Top of Csslng): '~"~'1 q FT. ROBERTA.$HAFER CIVILENGINEE~ 694 2979 DATE OF 'rEST: _ ~ .-"1 ,,O~ ?.._ SCREEN: "--" DA'rE: ELAPSEO TIME SINCE DEPTH TO IAWDOWNI PUMPINO CLOCK PUMPING STARTED! WATER, FT. RECOVERY RATE, OPM TIME STOPPED, MIN. REMARKS 0 1 10 15 ~0 35 40 45 .5O 60(1 hour) 90 120 (2 hours) 150 180 (3 hours) 2t3 240 (4 hours) RECOVERY Comments: 0 5 10 15 20 25 3O 35 Row Is not Ouar. nteed Subsequent Variations Can OcCur. CHEMICAL & GEOLOGICAL LABORATORY A DIVISION OF COMMERCIAL TESTING & ENGINEERING CO. 5633 B STREET ANCHORAGE, ALASKA 99518 TELEPHONE (907) 562-2343 FAX: (907) 561-5301 Client Mane .*3 i 3 I~IJ~ERI)~ Client Ac¢t .*$#SE]GP !POI = ~eq! : OEdere~ By : ~0! :~O~l REC!ITED to: [araMteE Results Units Jbthod lllovable Limits IO~TI~ ~AMPLE COLLECTED BT.* MU. Tests ?eEfoTMd ' ~eo ~pectal l~tz~tto~ Above Ul-U~vatlable Io~ ~tected '* ~ee ~le Re~rkf i~To ~,~ SGS Member of the SG$ Group (Soci~t~ G~n~ra,e de Surveilla.ce) CHEMICAL & GEOLOGICAL LABORATORY A DIVISION OF COMMERCIAl- TESTING & ENGINEERING CO. 5633 8 STREET ANCHORAGE, ALASK.~ 99,518 TELEPHONE (907) ~,62-2343 FAX: (90~ ~1-~01 illLllIl Il;IS lo~ INYOICl I 52832 ~1y15! C~.tl~ ~ ~t~ 15 92 ~liUTti U~tl Method ~le I~tll~ 3L~2LI COLLlCTID IT: [.3.3. May 6, 1992 RECEIVED I' AY 7 Municipality of Anchorage Dept, Health & Human Services We, Dan Siegel and Jill Siegel, the owners of Lot 46, Tract A Eagle Crest Addition #1, have no objections as long as there are no future incurring cost due to the proximity of the leach field k~ing located just 88 feet ~x~tween neighboring Lot 45, Tract A, Eagle Crest ~ddition #1, leach field and ~5' well. Dan Siegel Jil~ Siegel A unicipality of Anchorage Department of Health and Human Services Tom Fink, 825 "L" Street Mayor P.O. BOX 196650 Anchorage, Alaska 99519-6650 343-4744 May 12, 1992 Roger Shafer, P. E. S & S Engineering 17034 Eagle River Loop Road Suite 204 Eagle River, Alaska 99577 Subject: Waiver Request for Lot 45 Tract A Eagle Crest Subdivision Waiver Request ~WR920019, PID ~050-304-06, HA920247 Dear Mr. Shafer: Your request for waiver of the required 100 foot horizontal separation of a septic system to a private well has been approved. The approved separation distances are: well to the septic tank on property 81 feet; leachfield on property to the well located on Lot 46,88 feet; and the leachfield on property to the west property line 1 foot. This waiver(s) approval applies to the existing septic system to well separation only. Any future upgrade to either will require all separation distances be met or another approval from this department. Sincerely, Daniel J. Roth Civil Engineer On-site Services Concur: ~ ~~;a~;Er· ' On-site Services ljm:%6 T_~_ E~' (./=[ . ,i 1__~_.__2. ih__ i!_6_~_~'_T- HEALTH AUTHORITY APPROVALS SEWER & WATER MAIN EXTENSIONS SEWER&WATER INSPECTION ENGINEERING STUDIES AND REPORTS WELL INSPECTION & FLOW TEST ROAD DESIGN SOIL TEST PERCOLATION TEST ON SITE WASTE WATER DISPOSAL SYSTEM DESIGN ROBERT SHAFER, P.E. ROGER SHAFER, P.E. Ap~l 16, 1992 CIVIL ENGINEERS (907) 694.2979 FAX 694-1211 Mu~pa~ of Anchora~ DEPARTMEI~T OF HEALTH ~ HUMAN SER[IZCE$ 825 L P.0. Box 196650 An~or~ge, ~ 99519-6650 REFERENCE.. Lot I. Th~ 6~on ~6~nc~ b~en ~e w~ and 4epic ~nk on approximately 1 For the fo,~t, ow, L~g rea6o~ we feel the req~e6ted 6epara~lon dZ6.t,~nce e~cou~tered whi~e drit~Lng. These 4oll l~yer~ co~i~t of grauel6, ~ll~ and "hare p~n". The l~yer6 with finer and ~itt wou~d detou~ (a~d filter) the ~Lgra~lon of Ce ~o~ o, ~, ~e ~ o~ ~ 9 ~. ~op ~ ~e ~c ~ leu~. T~ m~ thee ~ ~e hydra~c g~e~ by ~e of ~e ~. Th~e{oce, ~e o~ the ~ ~o~d ~t ~ The hoa6e Z6 located b~een the aeptZc t~nk and the w~ll on ~e re{~enc~ p~op~tF. The ~ on the adjac~ Lot 46 ~ ~ld~ab~y f~h~ up~ t~n ~e ~ep~c. Th~efo~e, Zn ~e eu~ th~ 6ep~ 6y6t~ eu~ OUtflOWS, ~ ~ff~ ~0~ 17034 EAGLE RIVER LOOP, SUITE 204, EAGLE RIVER, ALASKA 99577 , -' , ' 'BERT. OF II::,\~1 & MUNICIPALITY OF ANCIIOItAGE · )..J~JIRONMENTAL J~,.~OTL~tEN [ Or IIEALTII F, ENVIRONMENTAl. I'flOTECTION "'~ ~' ~", ~ '~ 1980 ' , , ' ~ ' Telephone 264-4720 REQUEST FOR APPROVAL OF INDIVIDUAL~NATER AND SEWER J PHONE 1. PROPI:RTY OVgNER Alaska U.S.A. Federal Credit Union 264-2812 MAILING AD~H~$S 777 Juneau~ Anchora~e~ Al( 99504 2~d St., EagIe Eiver 2, UUYER Unknown at present ,..... .'. .- -* Alaska U.S.A. Federal Credit Union 777 Juneau, Anchorage, Al( 99504 264 -2812 Virginia Kohfield - AREA, Inc. Realtors, Eagle River 694-9555 P.O. Box 249, Eagle River, AK 99577 LEGAL DESCnlPTION Eagle Crest Tract A Lot 45 TREET LOCATION 2nd Street TYPE OF I~E$1DENCE r'~ One ~ Four ~ SINGLE FAMILY ~ Two ~ Five ~ MULTIPLE FAMILY ~} ~ I,-:e ~ Six Other 7. WAT£R SUPPLY [] INDIVIDUAL· COMMUNITY r-I PUBLIC UTI LITY · ATTACH WELL LOG. A well h)q is required for all wells drilled SinCe June 1075. For wells ilflllrd I, iot tO that date. g;ve well (IPI)th (.att.lilt Ioq ~f av,t,l.d)le.) ''1, ind,vicl,,.,lfo,,-sile, q,v., ,,,stall,,lio,,clate~' ~ SEWAGE DISPOSAL SYSTEM J~ INDIVIOUAL/ON-SIT£'* If Sy$1em i~. Ov,'t two (2) yea~s old m~ adequacy test i$ required ~ PUBLIC UTILITY I)V Ih;s Oeparlm,:HI. NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH IIEOU[ST 8[FORE PROCESSING CAN DE INITIATED. *Contact agent to accompany inspection, Card attached - ' ~ . JtS.BUILT 'Iq[unicipality ANCHORAGE, ALASKA 99501 D[PARTMENT OF tlEALTH AND ENVIRONMENTAL PROTECTION July 17, 1980 Alaska U.S.A. Federal Credit Union 777 Juneau Street Anchorage, Alaska 99501 Subject: Lot 45 Tract A Eagle Crest Subdivision Approval for the individual sewer and water facilities cannot be granted until the following items have been completed: (1) The water analysis report be delivered to this  --departm~nt from Chem Lab, 5633 B Street, for our revlew~ (2) The top of the well casing sealed with a sanitary seal so that it is water tight. (3) Locate and expose the standpipe to the leaching area for our inspection. This is to insure the minimum distance requirements are met between the well and sewer system. Please notify this department for a reinspection when the noted descrepancies have been corrected. Also, be advised we are unable to approve the sewer and water facilities until all reports and inspections are completed and submitted to this department for review. If there are any further questions, please call this department at 264-4720. Sincerely, Robert C. Pratt, R.S. Associate Specialist RCP/ljw cc: Virginia Kohfield % Area, Inc. Realtors Post Office Box 249 99577 825 "L" STREET ANCHORAGE, ALASKA 99501 (907) 2644111 September 24, 1980 Alaska U.S.A. Federal Credit Union 777 Juneau Street Anchorage, Alaska 99501 Subject: Lot 45 Tract A Eagle Crest Subdivision The sewer system on the subject property was backfilled :with sand instead of the.required ~" to 2%" screened rock. Therefore, before we may approve the request, the existing trench will need to be re-excavated thirty(30)feet and backfilled with seven(7) feet of screened rock. Prior to the work, to be done, a permit will need to be issued by this department. If there are any further questions, please call this department at 264-4720. Sincerely, ) ~'- " "" ' I C '1/I. Robert C. Pratt, R.S. Associate Specialist RCP/ljw cc: Virginia Kohfield % Area Realtors Post Office Box 249 99577