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HomeMy WebLinkAboutGARRETSON LT 4Onsite File Garretson Lot 4 #017-432-41 8/24/2020 MUNICIPALITY OF a� Law Development Services Departments k=�a On -Site Water & Wastewater Section Parcel I.D. 017-432-41 ON-SITE SEPTIC/WELL PERMIT APPLICATION Phone: 907-343-7904 Fax: 907-343-7997 Property owner(s) MICHAEL & LANA MELUM Day phone 9072272483 Mailina address 7231 N PARK DRIVE, ANCHORAGE, AK 99516 Site address 7231 N PARK DRIVE, ANCHORAGE, AK 99516 Legal description (Sub'd., Block & Lot) GARRETSON LOT 4 Legal description (Township, Range & Section) Lot Size 49,422 Sq. Ft. Number of Bedrooms 4 f APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (N all that apply) Absorption Field 0 Initial ❑ Single Family (SF) El (w/wo ADU) Septic Tank 0 Upgrade 0 Duplex (D) ElHolding Tank ElRenewal ElMultiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) Permit/Rush Fees: 4 y q�, 2 5 &c�V - ) Waiver Fees: Date of Payment: W7�Zy Receipt Number: r 3176/2 Permit No. ©3 !� I Z O l 3 EC Date of Payment: Receipt Number: Waiver No. G:\Development Services\Building Safety\On Site Water and Wastewater\Forms\Client Forms\Permit Application.doc 13030 Sues Way, Anchorage, AK 99516 907-350 -9566 / firstwaterAK@gmail.com April 13 , 2020 Municipalities of Anchorage On-Site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99507 RE: GARRETSON LOT 4 - SEPTIC SYSTEM UPGRADE PERMIT The property owner has requested we obtain a permit to upgrade the failed septic system of the above referenced lot. We propose to install one ERS deep trench with 1500-gallon Advantex tank and pump basin to serve the existing 4-bedroom residence. The design is based on the recent test hole conducted on June 17, 2020 and existing MOA record soils and groundwater data. No groundwater was observed at test hole excavation, however groundwater was monitored at 17’. The slopes are moderate at 0-5% or mostly flat at the proposed upgrade location. The lot and area are served by private water. The design will not impact any of the neighboring properties. Please contact us if you have any questions. Sincerely, Curtis Huffman, P.E. Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP201300, Rebecca Carroll, 08/24/20 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP201300, Rebecca Carroll, 08/24/20 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP201300, Rebecca Carroll, 08/24/20 4661 13030 Sues Way - Anchorage, Alaska 99516 Tel. 907-350 -9566 firstwaterAK@gmail.com SOILS LOG - PERCOLATION TEST LEGAL DESCRIPTION: GARRETSON LOT 4 PERFORMED BY: FWCS / FWC - I CURTIS HUFFMAN CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE & MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 6/26/2020 DEPTH FEET OG SOILS 1 ORG/OL 2 3 4 SM/ML-gm 5 6 7 8 9 10 11 SW/sm-gw 12 13 14 15 16 17 18 19 BOH 20 Reading Date Gross Time Net Time Depth to Water Net Drop 6/25/20 30 min 6” 7/16” 30 min 6” 7/16” 30 min 6” 7/16” PERCOLATION RATE 69 (MIN / INCH) TEST RUN BEWTWEEN 4 & 5 FT PERC HOLE DIAMETER 6” PRE-SOAKED PRIOR TO TEST & ALL READINGS TO THE 1/16TH. GROUND WATER ENCOUNTERED: NO IF YES, AT WHAT DEPTH: NA DEPTH TO WATER AT MONITORING: 17’ DATE: 6/25/2020 TESTHOLE # 20-1 DATE PERFORMED: 6/17/2020 SEE SITE PLAN FOR SLOPE & LOCATION COMMENTS: VERIFY GROUNDWATER MT AT TIME OF CONSTRUCTION PERFORMED FOR: MIKE MELUM 6/26/20 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP201300, Rebecca Carroll, 08/24/20 MUNICIPALITY OF ANCHORAGE ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT THIS MAINTENANCE AND REPAIR AGREEMENT, herein the "AGREEMENT" made and entered into as of this Day of U& C5 of 20 <G by and between Ni I C 11A E tw 01 r= r', 1, M herein the "OWNER;' and the Municipality of Anchorage, herein the "MTJN`TCIPALITY", in accordance with Anchorage Municipal Code (AMC) 15.65.365. In consideration of the mutual covenants contained herein; the parties to this Agreement agree as follows: 1. Advanced Wastewater Treatment Systems. The Municipality grants permission to the Owner to utilize and operate an Advanced Wastewater Treatment System (AWWTS), described as ADVANTEX SYSTEM located at (legal description) GARRETSON LOT 4 2. Maintenance, Repairs and Alterations. (Owner is required to read, understand and initial each section) -7,11 Throughout the term of this Agreement, the Owndr shall enter into a service agreement with an AW WTS service and maintenance provider approved by the Municipality or the manufacturer's representative. The AWWTS shall be maintained in a satisfactory condition capable of performing as designed and producing treated septic effluent in accordance with the equipment's approval for operation in the Municipality. It shall be the responsibility of the Owner during the term of this Agreement to pay for all repair(s), maintenance, adjustment(s), replacement costs, and inspection costs. This includes an annual maintenance fee (typically $400 to $600). J,d Owner agrees that only maintenance and repair personnel approved by the Municipality or the manufacturer's representative will inspect and make any necessary maintenance, repairs or permitted alterations to the system. i11 Owner acknowledges that regular maintenance of an AW WTS reduces the potential failure of the system, which could include sewage backup and costly repairs or drainfield replacement. (rev_ 05/18/2018) Page 1 of 3 Owner acknowledges that the Municipality may request records of maintenance and repairs from the manufacturer's representative or maintenance provider. Owner acknowledges that the fine for failing to maintain and repair an AWWTS may be assessed in accordance with AMC 14.60.030. Owner agrees to grant the Municipality reasonable access to test and inspect the AWWTS. The Municipality will give at least 24-hour notice. Owner agrees that any sale or transfer of title of the property will not occur without a new Certificate of On -Site Systems Approval. _ Owner agrees that the AWWTS installation and maintenance requirements as provided by the AWWTS vendor/installer and approved by the Municipality are the governing guidelines for the construction, maintenance and repair of the Owner's AWWTS. -7 Owner agrees to maintain remote monitoring of the AWWTS as required by the AWWTS approval. 3. Term. The term of this Agreement shall begin on the date of approval by the Municipality to operate the installed system, or upon transfer of title, and shall continue while the AWWTS is operational or until title is transferred. 4. Nonwaiver. The failure of the Municipality at any time to enforce a provision of this Agreement shall in no way constitute a waiver of the provisions, nor in any way affect the validity of the Agreement or any part hereof, or the right of the Municipality thereafter to enforce every provision hereof. 5. Amendment. This Agreement shall only be amended by authorized representatives of the Owner and Municipality. Any attempt to amend this agreement by either an unauthorized representative or unauthorized means shall be void. 6. Jurisdiction: Choice of Law. Any civil action arising from this Agreement shall be brought in the Superior Court for the Third Judicial District of the State of Alaska at Anchorage. The laws of the State of Alaska shall govern the rights and obligations of the parties under this Agreement. 7. Severabilitv. Any provisions of this Agreement decreed invalid by a court of competent jurisdiction shall not invalidate the remaining provisions of the Agreement. (rev. 05/18/2018) Page 2 of 3 OWNER: By: --71ftL Iu I /�ZL � tr (signature) Aq l C.N fa E L!'v] (print name) STATE OF ALASKA ) ss. THIRD JUDICIAL DISTRICT ) Date: 2 Z 4 u — 2e 2CG The foregoing instrument was acknowledged before me this �,a day of AL) : S 20 � by NOTARY PUBLIC BESS�E 0' gyAN CAfLP10 j STATE O - ALASKA❑ 2023 NOTARY PUBLIC FOR ALASKA MYCOMMISS10N SPI ESJanu My Commission expires: k0t l of j ,?—a2 MUNICIPALITNNY: n� ,,, By: lll� �y (signature) Date: ,2'I r 1 ,-2d 1- I`e6CC� Carrot( (printname) Title: (rev. 05/18/2018) Page 3 of 3 LOT 2 LOT 5 0 r1r) I LOT 3 N89*53`42"11N 164.87" (N89a57'29"W 164.81' R) NORTH PARK DRIVE C 0 z M ANCHORAGE RECORDING DISTRICT, ALASKA-�- = FOUND ALUMINUM MONUMENT AS -BUILT OF: FOUND 5/8" REB AR GARRETSON SUBDIVISION I n9r A PLAT Ir '70 -RI r- 0 --- i Ckj UC-) r— r— > =4 00 r r - M (f) C: r- 0 A SURVEY CERTIFICATE: I John L. Schuller Have conducted a OF LARD AW At 1%, ' ' W�� le< 6�� 4y, •'. physical survey of this property as shown on this drawing and that the improvements situated hereon are within the property lines and no '.� 41, Yk enchroachments exist other than noted. Under no circumstance should 49TH any information on this drawing be used for construction offends, ,. . . . ..... ........ . structures, improvements, or for establishing boundary lines. ?A FA 10 EXCLUSTONTNOTES: It is the owners responsibility to determineFA_ - the existence of anv easements, covenants, or restrictions which (o JOHN L. SCHULLER: 0 LS -10408. -Saw do not appear on the recorded subdivision plat, 1831 Talkeetna Street SCALE. E -MAL WORK ORDER NUMBER: DATE:• •Anchorage, Alaska 99508 MAY 31, 2020 1 40' )Cr 20-033 DRAWN BY. ICHECKED BY-, GRID NUMBER: BOOK/PAGE: 0 f essioncj\ (907) 227-1455 office JAS SW2839 200132 X1�14 (907) 274-4992 fax Municipality of Anchorage Page DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744 On-Site Wastewater Disposal System and/or Well Inspection Report Permit Number: '~ ~[~ '~(-~(~' PID Number: Na~y ~ '~1~ ~, ~l~ Wastewater System: D New ~pgrade ~r~s:. ~/ 11 O~ ABSORPTION FIELD Phone: ~/~~ No. of B~ooms: ~ Deep Trench ~ Shallow Trench ~Bed ~Mound ~Other Total Depth from original grade~ LEGAL DESCRIPTION Sol, Rating: ~'~ GPD/Sq Ft. Lot:~ Block:~ ~~~Subdivisi°n: t Depth to pi~ bosom from o[iginal grade:/~.~.. ~.~t. Gravel depth beneath pipe ~.~/Ft' Township: Range: Section: Fill added above original grade: f Gravel length: I/- ~ Ft. ~F,. WELL: D New ~ Upgrade Gmvel~l~ ~t. Num~oflines: Distance~nlm~: Ot Ft Cl~n~r~): Total Depth: Cased To: Total absorption area: ~ipe material~l~ - Ft. Ft. ~1 ~SQ. Ft. Driller: Date Drilled: Static Water Level: Installer: Yield: Pump Set at: Casing Height A~ve Ground: TAN K GPM Ft. Ft. SEPARATION DISTANCES ~ s~,tic ~ Ho~ing ~.E.~. From Tank F~eld Station Tank ~wer Lin~ Materi~: Number o~pa~ments: Well ~ / /~1 /~/ -- ~,~ Sudace water ~% lOO~ /~'* ~ LIFT STATION Cu,ai. 'ump Make& M~el [ ?,ctrica. InsAct~s~ormed by: Remarks: BENCH MARK Location and Description: Inspections pedormed by: ~lo~4~m--,~.~,~ lst/~/~ Depadment of Health and Human Se~ices approval t,~t.. .... ."~ Reviewed and approved by: ~~~c~ Date: ~ Permit No. ~],~'-~_.4S)ZD~ Page ~-- of'--~ Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744 On-Site Wastewater Disposal System and/or Well Inspection Report Legal Description: I~C:rl"~3~'~ ~-----1'8'IZ4'~''C-~-~'~'-~ ~':~:~-[~' N 5 ~ww 0 0 0 0 .~.- PAGE 1 OF 1 MUNICIPALITY OF ANCHORAGE · DEPARTMENT OF HEALTH AND HUMAN SERVICES ~ P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 /~3L,~-Y~ ON-SITE WASTEWATER DISPOSAL SYSTEM (UPGRADE) PERMIT PERMIT NUMBER:SW920066 DESIGN ENGINEER:S & S ENGINEERS OWNER NAME:DISBROW LARRY A & LESLIE E OWNER ADDRESS:P.O. BOX 110527 ANCHORAGE, AK. 99511 DATE ISSUED: 4/27/92 EXPIRATION DATE: 4/27/93 PARCEL ID:01743241 LEGAL DESCRIPTION: GARRETSON LT 4 LOT SIZE: 49422 (SQ. FT.) NUMBER OF BEDROOMS: 4 THIS PERMIT: 4 THIS PERMIT IS FOR THE CONTRUCTION OF: DISPOSAL FIELD SYSTEM ALL CONSTRUCTION MUST 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 FOLLOWING SPECIAL PROVISIONS. SPECIAL PROVISIONS: THIS PRESSURE DISTRIBUTION BED SYSTEM MUST BE INSTALLED IN ACCORDANCE WITH THE ENGINEER,S REVISED DESIGN DATED 4/24/92. THIS UPGRADE MUST BE INSTALLED BY NOT LATER THAN 8/1/92. DATE: RECEIVED / ./ HEALTH AUTHORITY APPROVALS SEWER & WATER MAIN EXTENSIONS SEWER & WATER INSPECTION ENGINEERtNG STUDIES AND REPORTS WELL ~NSPECTION & FLOW TEST SITE PLANS ROAD DESIGN SOIL TEST PERCOLATION TEST STRUCTURAL& MECHAN~AL INSPECTIONS ON SITE WASTE WATER DISPOSAL SYSTEM DESIGN ROBERTSHAFER. P E ROGER SHAFEP. P E. March 25, 1992 CIVIL ENGINEEP5 {907i 694-2979 FAX 69,4 421' Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES 825 L Street Anchorage, Alaska 99501 REFERENCE: Garretson Subdivision, Lot 4 Request you issue a permit to upgrade the septic system serving the referenced property. An adequacy test was performed on the existing system by Tobben Spurkland, P.E., the absorption capacity of the existing trench was found to be inadequate. A test hole was excavated on March 13, 1992, water was encountered at 12 feet. The soils log of April 24, 1981, from the Municipal records, shows water was encountered at 12 feet also. A percolation test was performed in the area of the proposed upgrade. Attached is an upgrade design which shows the location of the proposed trenches. Prior to construction, we propose performing a second test hole as shown on the attached site plan to verify the soil consistency as required per Municipal Ordinance. We do not anticipate any adverse effects on neighboring properties by the installation of the proposed septic upgrade. If you have any questions or require additional information for your review, please contact us. Sincerely, ROGER J. SHAFER, P.E. RJS/lsu 17034 EAGLE RIVER LOOP, SUITE 204, EAGLE RIVER, ALASKA 99577 1"=40' SCALE UPGRADE NOR~R I I I I I PERFORMED FOR: Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST 10 11 12 13 14 15 16 17 18 19 20 Township, Range, Section: SLOPE WAS GROUND WATER ENCOUNTERED? ~" / S IF YES, AT WHAT [""]_ O DEPTH? ~ p E Depth to Water Alter Monitoring? Date: SITE PLAN Gross Net Depth to Net Reading Date Time Time Water Drop · 7.. PERCOLATION RATE Z~(~:) (mmutes,~nch) PERC HOLE DIAMETER TEST RUN BETWEEN ~" FT AND ('~ FT COMMENTS S & S ENGINEERING 17034 Eagle River Loop Road No. 204 PERFORMED BY: I~m..I. PJver, A!_-_~-_ ??E77 i~ V-"' CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: '~ ~ "~¢2..-"-  ~ O MUNiCiPAUTY OF ANCHORAGE ~ · DEPARTMENT OF HEALTH & ENVIRONMENTAL PRoTEcTION ENVIRONMENTAL ENGINEERING DIVISION 825 L Street - Andmmge, Alaska 9BS01 Telephone 2644725 ON~ITE SEWAGE DISPOSAL SYSTEM AND~, WELL INSPECTION REPORT NAME IP'ONE I ~1 UI~RADE q q.5oq AbsOrPtion area 4- I00~' Liq, IF HOMEMADE: I Inside length DISTANCE TO: DISTANCE TO: iRES tile to finish Type of crib DISa;~C E TO: Well {~a~ Depth NO. OF BEDROOMS DISTANCE TO: Building foundation OTHER Width PIPE MATERIA .LS SOIL TEST RATING INSTALLER APPROVED DATE No. of con~'t~nts uid depth IDwelling PERMIT NO. Material lions Foundation Nearest lot line ~I /O~y Dance betwee, lin. ~ PERMIT NO. ~ .l Building foum:l~tion ~ Driller Distance to lot lin I PERMIT.O. 8/0 = 3 Y ~.-.'= line tank Abs~ption areat~) ..~. LEGAL L fill_It4 1 C: I~RL! T¥ OF FINCt-IIIRFIOE ~?lLl.~. ~~ SS' .aLTH ~=a> ENV~~ STREET, RNCI'E)I;6;~ IlK. ~ 264'-472~ ON--'~;t'TE S-I;IdL=I~ PERHI'T NELL RI,II) ( 8187~4 ) ~.=PL-lfl~lfr L I{) CONSTRUCTIO~ INC. ~748 BONIFflCE ~ ~ LOCflTION ~ORTH P~RK .DRIVE LE~SL LOT SIZE ~ OF ~OIL I:~SORPTION ~ IS: ~.:i~u~ NU.B~ OF ~ = 4 SOIL RflTING.(SO FT/BR)= ~ THE I~JItJIRI~ SIZE OF TIE ~SOIL ~SORPTIO~ ~PTH= 8 LENBTH= ~ GRRVEL DETH= ~ DI~ ~S. T~ ~ (IN ~) ~ ~ ~ ~ ~~- ~ ~ fl ~ ~ PIT ~ ~ ~ zs ~ ~ZNZ~ ~ ~ ~ ~ ~ ~Z~ <ZN ~>. . ~. '_'~.. ~I"IIT~ HS~ THE I~=~q~I~IBILIT¥ TO INFORM THIS ~EPf~I"[N~ IXI~IN8 THE II~'T~I~ I]~l:~SffI~ O~ I~1~1~1..!_~ RI>JSCENT TO THIS I~I"E~V ~ TtIE~ N~I"~I~I]~RI~I~E~E~ THI:IT TI~ ~]..LWILL SERg~ TI..a~ (2) INSPEC':_- s ION5 RF;tE; ~EQUIRED BR~KFILI. II~ OF ~N~ ~ WITHOUT FINSL INSPECTION 8ND-~PPRO~L B~ THIS DEP~RTMENTWIt~ BE~UB3ECTTOPROSECUTION. MtNIMUN DI~i'ffiNCE BErWEEN FI NELL I=bND RN~ ON-SITE ~WflGE DIS4~L sY~rI~ IS i~ F~L:T ~ R ~I~ ~ I i~ TO ~ ~T ~ R ~IC ~ ~I~ N~ D[~ ~ R ~I~ ~ TO R ~IVSTE ~ LI~ IS ~ ~ ~ ~ ~ ~ ~I~ ~ ~ ~ ~D TO T~ ~~T WITHIN ~ ~ OF T;.~ ~ C~'IM_E'rION. . OTHER tE~UI~S 81~ ¥: . ~i:ECIFIffiTIOI6 RND CONSTRUCTION DI~i~:~B ~ I:IVRI~; TO IN~UR~ PROI:q~R IN~TI:ILLRTION. FqE~Rffl I T E~F~ I RE~ DECFfflBE~-~ ~1-- . _ ~19~1 I CERTIP~ THi~T i: I M'FflflLI~ WI_TH THE ~E~UI~ESE~TS FOR ~-SITE ~ ~. ~ ~ ~T eh~ ~ottom of ~m~cavation(in ~feet). ~;*;~I~f~.~c(~Dms)' ta~_s!~; =-- /~-$0- ~Lt~S * * ' - Z ~fy that: Date: ~/02~ (1/81) PERFORMED FOR: LEGAL DESCRIPTION: 1 2 3- 4 5 6 7 '8 9 10 11' 12 13 14 15 16 17 18 19 COMMENTS .O : MUNICIPALITYOF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 L ~ ~ AI~ 98501 264-472O SOILS LOG - PERCOLATION TEST L £ LI CoN 5TRVC. TION !~ ~- PERCOLATION TEST - SLOPE SITE PLAN WAS GROUND WATER ENCOUNTERED? DEPTH? Net Depth to Net Time Watl~ Drop 2225-E .ATION RATE BETWEEN FT AND (minutes/inch) ~ FT PERFORMED BY: ~ CERTIFIED BY: ~4X INCH WATER WEU. Dm[LED AND CA~ED OUT T~ D~IL.LED AT THE I~1A-11 pROPLrRTY O~Aqq~R 133--350' ~ ka,ut ,~~ ,~c~ 2.34.--241' ~ ~e,t. f,e, um,La~ ,took. $,=a~ amum, t. o~ ~ /a~o~n.o ~c o~ z~,,cI, Lz~: ~735000o COm' INCLUDES INFUTE CHECK PAY _AIL~ THANK Y~ UUNIClPALITYOF ~ DEPARTMENT OF HEALTH & HUMAN SERVICES p.o. Box 196650 Anchorage, AMIka 34~-,4744 Parcel I.D. it CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING GENERAL INFORMATION Complete legal description Lo~: 4; ~on Location (site address m' directions) e Pmperty owner Mailing address Lending agency /.~._,u 17.~b,,u~, Day phone 545-6644 7'151 gea.~:h. Pa~.b. P,,r.,L. ue Anchoa. m3.~c A/..a.6b~t 995~6 Day phone Mailing add.ss_ Agent _Re~,-~k $./_,,,ps__nn SZUPSON C0. P. EALTOP, S Day phone Address ' · Unless otherwise requested, HAA will be held for pickup. 4 NUMBER OF BEDROOMS: 545-2554 TYPE OF WATER SUPPLY: Individual well Community well NOTE: Public water If community well system, provide written confirmatfon from State ADEC attest- ing to the legality and status of system. TYPE OF WASTEWATER DISPOSAL: Individua] or~it~ ' e Holding tank Community mt-sim PubUc sewer NOTE: If community wastewater system, provide written confirmation from State ADEC attesting to the legality and status of system. From MOA 121 5. 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 Address Engineer's signature 17034 Eagle River L~p Ro~d No. 2~ Phone Date C0N~ITIONS OF H.A.A. ~ATEP 4-27-92 HAVE BEEN MET. SEE INSPECTION REPORT ATTACHEP. SIGNATURE A~,~,roved ,=or ~ 5) Disapproved. Conditional approval for bedrooms. bedrooms, with the following stipulations: Additional Comments By: ~ ~-~- 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, 72-025 (Rev. 1/91 ) Back MOA #21 = ~0EIRTIFICATE OF HEALT~-I AUTHORITY A~I~R(~VAL FOR A SINGLE FAMILY D~iNG 1. ' GENERAL INFORMATION "Complete legal description Locati .eq (cite a~Mmm~]~'ections) Mailing ~dress Lending.ag~_ y. Mailing addr~::- - Day phone545-6644 Anct~o~a, ge~ AZ~iaz 995~6 Day phone SIMPSON COUPAHY Agent Betk ~*_ rm~OR Addr~ P_ O. 8n~ 112~4f A~ekna~_e_.. A~Ab~ 99511 Unless otherwise requesZ~l, HAA will be held fo~_ pickup. NUIIBER OF BEDROOMS*:. TYPE OF W&I:ER ~UPPLY: NOTE: 4 % Day phone 545-6644 .Community on-site.. TYPE OF WASTEWATER DISPOSAL: attesting to the legali~'and Status of system. lng-to the legalfly and status ~f system. lndi~:luM ~ XX Public water ~ If community weft system, provide wrfften confirmation frOm State AI)EC al;est- 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 '. ?- = -":.'C.':.'=?.~NC Phone Address 17034 Eagle River Leep Read Ne, 264 'Engineer's signature Date ~5~-~ ~.,~q._ Approved for bedrooms. Disapproved. ~'~ Conditional approval for ~ bedrooms, with the following stipulations: , f 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 pumhasers 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 reeponsible for errors or omissions in the professional engineer's work. 72-025(Rev. 1/91) Back MOA fI21 Municipality of Anchorage ~ .t~4~Jflealth &Human Services _ HEALTH AUTHORITY APPROVAL CHECKLI~I' Well type ~ If A, B, or C, attach ADEC letter. ADEC ~ter~/~mn~mmber Logpresent~;il~l) ~/' OatecomPleted :~'' '~/~'- ~>~- Dltiler~ Tolaldepth ~':: Casedto [k['['"o ~ Caelnghelght ~Z-q~ ' ; On adjacent lots P~bu~qjm tank k['o ~'-~ ~- '~ WATER SAMP",.ERESULTS: - ~ - : Oa i np . . .. B. ~G~I(~t. DIN~ TANK DATA Oate installed ~ ~ ~ :~i~- ~1 Tank size ~/Z.g~:p Clearlou~M~ y Foundation cleanou~)~'~. High ~ ~Jan~ (Y/N) ~ SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK TO: On adjacent lots Wat~i'main/aeWice fine. Well(a) on lot ~~=r~>l'~ T'O-pl'ope~ line · ,,~,1-. Ai~orpfion fie~d Surface wMer/drelnage ~ ~ ~ A~ _~_ (Rev. 7_/91) Front . ~I'TII~IED ON ~ACK PA~ C. LIFT STATION Size in gallons Vent (Y/N) High water alarm level "Pump on" level i~ =- "Pump-o~ WvM at ~EPARATI~I~. ~I~'i~ANOE FROM LI~TION TO:.-' D. ~_~ FIELD DATA Cycles tested I~11~ in ~s~l~ led ,c~ ~ ~-~ ~>1: Soil mU~ ~ SEPA~T~ D~T~CE ~OM A~~ FIE~ T~ ~tO~ ~ ~;~ ~ ~' w~lon lot ~[~ ~ ~ ~1~ ~t~ Pm~ ~ ~O~J '~ ~'~'"~ -:-' ~/L ~-'~:"~'~ To bu~ing ~ti~ To e~ng ~ ~~~ ~ lot On adja~nt ~ ~1~ C~nk~W~ ~i~.,i~ I~% su~ w,~ ~ ~ ~ ~, ~~ic,, ~o~ ~ ' ~' ~ =:" · ~ - S & S ENGU~BUNG Engineer's Name. Dale of Payment FleCalpt Numbs' HEALTH AUTHORITY APPROVAL NO. HA920224 During a recent Health Authority Approval on-site inspection and test of the potable water supply well on Lot e~ Block n~a of Garretson Subdivision, the w l's productivity was determined to be 0.60 gallons per minute. The minimum well productivity required by this department (AMC 15.55) for a 4 bedroom residence is 0.4/ gallons per minute. Although the subject well currently exceeds this minimum requirement, all parties concerned are advised that the production capacity of the well may fluctuate. Restriction of noncritical water uses such as washing cars and watering lawns and gardens may be required. This advisory must be attached to all copies of the subject Health Authority Approval. ROBERT SHAFER, P.E. ROGER SHAFER, P.E. CIVIL ENGINEEt~ FAX 694-1211 SEWER&WATER MAIN EXTENSK)NS ~ · WATER INSPEGTIOfl ENGINEE~ SIU~IE~ ANO REI~ WEll INSFECTION & FLO~ iebi ROAD D~SIGN SOIL T F=~ I SZMPSON COMPANY P. O. Box 11~542 ~EFERENCE= Lo~ 4; Gnx.,te,,t6on Subd, J. uJ,6,Lon; 17034 EAGLE RIVER LOOP, SUITE 204, EAGLE RIVER, ALASKA 99577 Parcel I.D. # CERTIFICATE OF INf3PECTION FOR HER~TH AUTHORIT~ APPROVAL OF ON-SITE SEWER AND WATER FACILITY FOR SINGLE FAMILY DWEUJNG 1. ~ INFORMATION (Mu~t be coml:detad prior to s~bmittel) (a) Legal Description (include lot, block, subdivision, ~--lien,~, ran~) Location (add _m~__~ or directions) (b) Property owner Mailing Address (c) Lending Institution ~ J'J,,,~ ,A Mailing Address (d) Real Estate Company and Agent Address Telephone Telephone: (home) ~Busi _n,~__ ~'~" ~.~13 Telephone -e" (e) Mail the HA), to the following address: (or check here~ if hold for pick up.) List contact person and day phone number below:. --'. ,:o .~-~:Z- ;R'PE OF RESIDENCE %% ~ '~; . ":'::.S,.~ngl~ _Family'~ Number ofbedrooms ~ 'r :3. WATER SUPPLY Individual Well/K Community ri Public [] ::~Uon atte~Ung to th legelity and status. Con~mtion attesting to the legality and status. Page I of 2 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 end 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. NameofFirm Tol~lJ~.eul .~'~'~.~,A-O~/ ~. I~. Telephone I Address ~..~D '~ t~ /~"' ~ Date Seal 6. DHHS APPROVAL Approved for ~ · bedrooms by Approved ~ Disapproved Terms of Conditional Approval Conditional The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health Authority Approval cerificated 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. 72-025 (Rev. 7/88) Back Page 2 of 2 ~Casing Height above Elec~cal Wili~l&t~_Conduit B. ~..~40CDIN~ TANK DATA SEPA~TION DISTA~S FROM ~IO~OLOI~ ~ : s . . _ To ~m, Pond, ~ke or ~or Om~a~ ~ C. ABSORPTION FIELD DATA Soils Rating in Absorptior~ Strata Date Installed ~/~1~ I Width of Field Type of System Design T C H Length of Field J ~) ~ Depth of Field ~ t Square Feet of Absortion Area Depression over Field (Y/N) Results of Last Adequacy Test Gravel Bed Thickness ~. ,~ Statndpipes Present (Y/N) Date of Last Adequacy Test SEPARATION DISTANCE FROM ABSORPTION FIELD: To Water-Supply Well ! ~ "~ To Property Line To Building Foundation ~. c~ To Existing or Abandoned System on Lot ~i///,4~. ;On Adjoining Lots .~' ~ {~ To Water Main/Service Line To Stream, Pond, Lake, or Major Drainage Course To Driveway, Parking Area, or V~ehicle Storage Area Comments p~- )¢~-- z..~ -~m To Cutback (if present) D. LIFT STATION H {~ ~ ~ Date Installed Size in Gallons "Pump On" Level at High Water Alarm Level at Tested for Meets MOA Electrical Codes (Y/N) Comments Dimensions Manhole/Access (Y/N) "Pump Off" Level at Vent (Y/N) Pumping Cycles during Adequacy Test. **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.__ Signed __ ~ MOA No. Receipt NO. O~ Date of Payment Amount: $ 72-026 {Rev. 7~88) Back Receipt No. Waiver Fee: $ Date of Payment Page 2 of 2 Engineer's Seal /0' u~-z-. /Gzl. 81 'JAN 1 9 1989 RECEIV'ED MUNIClPAI.rw OF AMCHOflAGE DEPARTMENT OF HEALTH AMD ENVlRONIJENTAL IqlOTL"CTION DIVISION OF ~Ai. HEALTH CERTIFICATE OF INSPECTION FOR. HEALTH AUTHORITY APPROVAL OF ON-SITE SEWER AND WATER FACILITY GENERAL INFORMATION (a) Legal Description (include lot, block, subdivi~on, section, township, range) -- ~ ~ ~'~ . - Location (address or directions) (b) Applicant Name il= I~_~.,~'L~I Taepix)ne:Home Applicant Address '7~, ~ I N O I~.~ 'PA ~-.~.. ~) ~-- - (c) Applicant is {check one): Lending Institution []; Owner."-..;.;:.~.. ~111; Buyer n; Other [] (explain); (d) Lendinglnstitution I~l~ll~.l~ Address Telephone (e) Real Estate Company and Agent NON,= Address Telephone (f) Mail the HAA to the following addre~-__$: TYPE OF RESIDENCE Single-Family,( Multi-Famil~l~D Number of Bedrooms 3. WATER SUPPLY ~ Community [] Public [] · Individual Well Note: If community well system, must have written confirmation from the State Department of EnvironrnentaJ ~ attesting to the legality and status. 4. SEWAGE i)ISPOSAL Onsite~t~ Public [] Community [] Holding Tank [] Note: If/community well system, must have written confirmation from the State Department of Environmental ~ attesting to the legality ~nd status. ~ (11~84) Page 1 of 2 As o~Gfied 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 wa;.~ supply and/or wasi~-water disposal system is safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verily that based on the information oblained 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 gineeCs_ Seal Date /~ Disapproved Conditional Terms of Ccmditional Approval CAUTION The Muncipality of Anchorage Department of I-le~th and Environmental ProtecUon (DHEP) issues Health Authority Approval certificates based ~ upo~ the representations given in paragra~ S above by an independent engineer ~ in the State of Almka. The DHEP does this as a courlasy to purchasers of homas and their lending institutions in order'to satisfy certain federal and state requirements. Employees of DHEP do not conduct inspections or analyze d~ta before a c~;;cate is issued. The Municipality of Anchorage is not responsible for eh'ors or omis~ons in the · pro~____e~mal engineeCs work. Page 2 o~ 2 DATA CHECKLIST- FEI~RUARY 1984 JUN J. I ~ RECEIVED -Well C;~ificalJon Well Log Present (Y/N) Total Depth '&q~- Cased to Static Water Level Casing Height Above Ground Electrical Wiring in Conduit (Y/N) Separation DL~tances from Well: To Septic/Holding Tank on Lot if A, B, C, D. EC. Approved (Y/N) Depth o~ GmuUng Pump Sat At ,,~ I,~ # Sanitary Seal on Casing (Y/N) ~# Depre~_$~on Around Wellhead (Y/N). To Nearest Edge of Absorption Fmld on Lot TO Nearest Public Sewer Une Cleanout/Manhole Water Sam~oie Collected by q~, Water Sample Te~ Results commems ; On Adjoining Lots ; On Adjoining Lots To Nearest Public Sawer To Nearest Sawer Sewice Line on Lot ; Oate B. SEPTIC/HOLDING TANK DATA Date Installed Standpipes (Y/N) "r*llll~ Air-tight Caps (Y/N) Depre~_~on over Tank (Y/N) jk~f Pumping/Maintenance Contract on File (Y/N) Holding Tank High-Water Alarm (Y/N) ~ Separation Distances from Septic/Holding Tank: NO. of compamnents Foundation CleanRut (Y/N) Date ' ,~t Pumped ~ Temporary Hokling Tank Permit (Y/N) To Water-Supply Well To Property line To Water Main/Sen~ice Line To Building Foundation ~ ~,, To Disposal Fiekl ~ To Stream, Pond, Lake, or Major Drainage comments Page 1of 2 C.' ABSORPTION FIELD DATA Soils Rating in Absorption Strata Datelr~talled Width of Field Square Feet of Absorption Area Deprassion over Field (Y/N) Result~ of Last ~:lequecy Test Separation Distance from Absorption Field: To Water-Supply Well To Building Foundation Lot I~ o To Water Main/Service Line To Stream/Pond/Lake/or Major Drainage Course To Driveway, Parking Area, or Vehicle Storage Area Comments Type of System Design Length of Field l ~ CI Depth of Field Gravel Bed Thickness Stancll~ Present (Y/N) Date of Last Adequacy Test ____~E~____ To Property Line _~, I ~t To Existing or Abandoned System on ; On Adjoining Lots · ~ To Cutbank (if present) ~ ~) N E' D. LIF'r STATION Date Ir~telled Size in Gations "Pump On" Level at High Water Alarm Level et Tested for Electrical Codes (Y/N) Dimermions Manhoie/Acceas (Y/N) "Pump Off" Level at Vent (Y/N) Pumping Cyctesduring Adequacy Test. Meets MOA Comments ** Check Permitted Bedroom Rating Against HAA R~quest ** I certify that I have__ch_ecked, veri fiec_l_, or c~nformed to .ell~O~ and HA~ guidelines in effect on the date ofthis inspection. Signed ~ Date ~ Company MOA No. Receipt No. Date of Payment ~ - I J '~ Amount: $ ~..~" ~ Engineer's Seal Page 2 of 2 72-026 ~11/84) ~)3~W. 16m A~ "c~ ~ AI.~II~A I~B01 ADEOUAC¥ TEST LOCATION: O~NER, RES.~DENCE ~ ' MATER SYST~: SEPTIC SYSTEM= DATE OF PUMPING: DATE OF TEST: TEST PROCEDURE: 7231 NOITH pARK DRIVE ~SINGT.2 FAHILY, FOUR BEDROOMS ~ON SITE WELL FROM ~ICIPAL I~CORDS: TANK: ~ ~ ST~r., TWO COMP. ~T~ SYS~: ' ~ ~Ti~: 190 lOOO TRENCH 763 SO. FT. SEPT. 1981 MAY 28, 1986. A+ PUMPING JUNE 9, '1986 LIOUID, SYSTEM WAS INSPECTED AND MEASURED. TANK WAS FOUND~ WITH 3 FEET OF coVER, 32 INCHES- OF SUmP WAS 6 FEET B~P MITH 15 INCHES OF LIQUID. WATER WAS ADDED TO THE TRENCH AT A CONSTANT RATE OF 4 GALLONS PER MINUTe. A TOTAL OF ~500-G~LLONS WAS ADDED. THE WATER LEVEL IN THE SUMP WAS MONITORED EVERT 50 G~T-r. ONS. THE LAST 100 GALLONS CAUSED A RISE OF 4~5 INCHES. THE INFILTRATION RATE WAS MONITORED FOR 4 HOORS. DU~NG THIS P~OD THE WATER r-~V~L DROPPED 4.88 INCHES. TEL$ DROP ,S~' THAT 10~ C~,LONS WAS ABSORBED DURING THIS PERIOD. THIS EXTENDS TO 650 GALLONS P~R 24 HO~RS. TEST RESULT: THIS SYSTEM M~ETS THE CODE REQUIREMENTS OF THE MUNICIPALITY OF ANCHOR~. how long t_h_e system will continue to meet the operational The operational life of all septic syste~ depends on the local soil condit~ons~ groundwater levels that may fluctuate during the year, and the wa~er -uSage of the family heing served by the system. These condition~ are outside the contro~ of the evaluator of this septic system. We can therefore not give any estimate of requi- RgS I DK NT I A~ WELL LOCATxoN: z N s v ! c_T~_o_~ WKZ. L LOG AV~ILABL~-, YBS: II~q~ALLATICHq I~OUXR~IE~FS MET: WELL yIET.~ FROM WELL LO~: .5 GALLONS PER MINUTE TIfI~-T.T. YIELD FROM TESTs 1.49 ~B~'LONS PER WA~ P~MPED ~OR 2 HO~RS. ~;AT THaT TIME TH~-~L~ W~ DRY. STATIC ~R ~ ~ ~ AT 97 r~T~ ~P OF ~I~. ~ ~ B~ ~R COLI~ W~R N~.~S~D ~ COLI~ BE~ ON ~ 10, 1986.~ ~T ~ ~~. ~T ~s~T~ ~['TH~ ~L ~ ~ ~QUI~~ OF ~ Th~ Muflic~al requirement for well flow is 150 gullons of water per ~~er 24 ~.~ ~1 s~asses th~ ~ist. ~ ~ses~t of t~: ~n~%i~ 6f t~s ~11 a~lie8 ~ly to c~it~ns ~ of th~ ~te. ~' fl~ rat~ ~f d~ to ~bs~fa~ c~iti~ns tht not s~f~. ~d c~ ~ ~n ~ use ~ ot~r favors impact the COnditionS of the aquifer feeding the well. ~...~ .....~..~ LrlME TIME TIME DATE D~TE D~TE MUNICIPALITY OF ~GE kOJNIC'IPALh"y OF  D~PARTliIENT OF HEALTH & ENVIIIOIIIENTAL Iq~TECI~i~)N~EN]_AL P?~,2TECI'IO~ { } ENVI RONIENTAL SAN ITATION DIVISION TiIo~iHmi 264.472O REQUEST FOR APPROVAL OF INDIVIDUAL WATER DIRECIION~ CompleX_ dlpar'~m'~pege 1.1m:~~willmb.~,~- _ ! ~ :" dlowlan (10) days for proc,dng. MAIUNG ADDRESS 2, BUYER ' PHONE MAlUNG AOOe' ~. ~msTmmoe~.~ . I PHO. E MN I_ING ~DDRESS 4. REALTOR/AGENT I PHONE MAI LING ADDRESS I~g.EET LOCATIOd ~ ~. ~ ~ OF ~ ~ OF~9~ ~ O~ ~ F~r ~ SINGLE F~ILY ~ T~o ~ Five ~ MULTIPLE F~ILY ~ ~ ~ ~x 7. WATER SUPPLY INDIVIDUAL* [] COMMUNITY [] PUBLIC UTILITY * A1TACH WELL LOG. A well log is required for all wells drilled · since June 1975. For wells drilled prior to that date, give well depth (attach log if available.) il DI61'O6AL m INDIVIDUAL/ON-SITE** YEAR ON-SITE SYSTEM WAS'INSTALLED. NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. THI6 &IDE FOR OFFICIAL U~E ONLY 1. TYPE OF RF.~DEN~E NU~ 0~~ ~'~INGLE FAMILY '! [] ONE I-'1 THREE D FIVE I--I OTHER F-I MULTIPLE FAMILY [] TWO [~'~OUFI [] SiX PERMIT NUMBER 2. WATER SUPPLY ~INDIVlDUAL DEFTH OF WELL [] COMMUNITY DATE DR~.~L4.ED [] PUBLIC UTILITY Conflec*tion Verified LOG RECEIVED - · ___~AeE DI~aO~AL SYBT~M PERMIT NUMBER [~]~DtVIDUAL/ON -SITE D~TE INSTALLED E3PUBLtC UTILITY Connection VerifllM iNSTALLER []Septic Tank or F"I Holding Tank Size: ./ '~__ ~ tfTank ishomamade ~OILSRATING TYPE OF TANK: MA~UFAGTU"I=R ~ To"rAL .~d~T$~)N Afl EA MATERIAL .Absorption Ar~¢o ne~m~t Lot Line [~APPROVED FOR ~ BEDROOMS [] CONDITIONAL APPROVAL (letter must accompany certificate) [] DISAPPROVED 825"L" STREET /9 .[ [ ANCHORAGE, ALASKA 99501rl~ l''~ (90?) 264-4111 GEOR(J£M. GULLIVArJ, MAYOR DEPAf~TMEN~' OF FIEALTH AN~) E~',i',,,,I~)NMEN] AL pROTECTION October 2, 1981 ~.H. Construction, Inc. 3740 Boniface Parkway Anchorage, Alaska 99504 Subject: Approval for the individual sewer and water facilities cannot be granted until the following items have been completed for the properties above: (3) The water analysis report needs to be submitted to this office from the Chem Lab, 5633 B Street, for our review. A well log needs to be submitted to this office for our files and review. The depression over the septic tank and the trench area needs to be filled in and reinspected. Lot 5 Garretson Subdivision (1) The water analysis report needs to be submitted to this office from the Chem Lab, 5633 B Str.eet, for our review. (2) A well log needs to be submitted to this office for our files and review. (3) The depression around the well casing needs to be filled in so that it slopes away from~the casing. (4) The hole in the top of the ca~ing needs to be filled so that the cap is water tight. (5) The area over the septic tank and the trench area needs to be filled in. The cleanout needs to have a cover on it. · L.H. Construction, October 2, 1981 Page Two Inc. Lot 6 Garretson Subdivision (1) The water analysis report needs to be submitted to this office from the Chem Lab, 5633 B Street, for our review. (2) A well log needs to be submitted to this office for our files and review. (3) The hole in the well head needs to be covered so that it is water tight. (4) The depression over the septic tank nccds to be filled in with dirt. Please notify this department for a reinspection when the noted descrepancies have been corrected. If there are any~ questions, please call this office at 264-4720. Sincerely, James S. ~Dberts Associate Environmental Specialist cc: First National Bank of Anchorage Post Office Box 4-2090 99509