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BROADWATER HEIGHTS TR D BLK 1 LT 7
Municipality of Anchorage MAY 0 42018 Community Development Department Page 1 of 2 On-Site Water and Wastewater Program 4700 Elmore St. • P.O. Box 196650 Anchorage, AK 99519-6650 • http://www.muni.org/onsite • (907) 343-7904 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP171035 PID Number: 050-131-26 ❑ New ❑✓ Upgrade Name: THOMAS & AN ROTHE ABSORPTION FIELD ❑ Deep Trench ❑ Shallow Trench ❑ Bed ❑ Mound Address 11828 BROADWATER DR. EAGLE RIVER, AK ❑ Other Phone Number of Bedrooms Soil Rating Total depth from original grade 3 GPD/SF Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade Ft. Gravel depth beneath pipe Ft. Subdivision Block Lot BROADWATER HEIGHTS TR. D 1 7 Fill added above original grade Ft. Gravel length Ft. Township Range Section Gravel width 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 Fe Ft. Well 142.4 N/A NA N/A TANK ❑p Septic ❑ S.T.E.P. ❑ Holding ❑ Other Manufacturer Anchorage Tank Capacity 1250Gal. Surface Water 100+ N/A N/A N/A Material Number of compartments Lot Line 25.9 N/A N/A N/A Steel 2 NA Foundation 6.3 N/A N/A N/A LIFT STATION Manufacturer Capacity Curtain Drain 50+ N/A N/A N/A Gal. Remarks TANK REPLACEMENT ONLY Pump on level at in. Pump off level at in. High water alarm at in. Pump make and model Electrical Inspections performed by Installer PIPE MATERIAL House to tank 3034 Tank to 3034 drainfield JR'S SEPTIC PUMPING Drainfield CO/MT Inspector Pannone Engineering Services BENCHMARK (Assumed elevation) 71 Oft Inspection 5`5/26/2017 nd dates: 2 3/29/2018 Location and description 3rd 4,h NW BOTTOM TRIM COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL Engineer's Stamp F�G 01= A[,Q_kj� Conditional Approval: Date ,� �..: — ......��� •�. Steven Y enriOt�e 5� CE 8149 "�Approveddyt-ellDate PROFS inspection mepori_ i- i- iz.aoc 1 \ o/ WELL / I �\ / I I I �• I \ I Z •� \ -APPROXIMATE LOCATION OF I \ \ \ \ / DRAIN FIELD PER AS—BUILT \ \ 1725 \ \ DECK BDR I I \ / SFD 720 \ DECOMMISSIONED EXISTING / 1250g SEPTIC TANK PER MOA CODE FC DCO \ INSTALLED 1250 SEPTIC TANK / I \ WITH FOUNDATION CLEAN OUT T2 T1 \ BEFORE AND DCO AFTER I ho ��� I I I 1 1 1 1 705 700 6195 / / 680. 685 1<1 Oj Qo 0 0 �0 0zz z mQ �w w w 0W O 0 J LL U J U0. J G. /F. G. U 0 n n 716 n n n 711.4 1250 g SEPTIC 711. TANK PROFILE SCALE: NTS NOTES: PAMONE ENG SVC, LLC Date RECORD DRAWING P.O. BOX 102954 ANCHORAGE, AK 99510�G•••. 4/17/2018 PHONE (907) 272-8218 FAX (907) 272-8211�'��•Scale *•. ..* 1..=50' REVISED 5/9/2018 " "" "•• P.I.D. NO BROADWATER HEIGHTS, TRACT D, BLOCK 1, LOT 050-131-26 THOMAS & ANN ROTHE tieveri **a3 nrioRe' PERMIT NO. DRAWN BY: ACP G 881 OSP171035 11828 BROADWATER DRIVE Ca. EAGLE RIVER, AK Sheet 2OF2 GREI ANCHORAGE AREA BOR' GH Department of Environmental Quality 3330 C Street Anchorage, Alaska 99503 I INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM NAME '7'~f'''jg /*"~'¢¢r~'~d/~ MAILING ADDRESS' "OCATION /¢~0~/,4]~"~'~ D/~I~~r'~ LEGAL DESCRIPTION PHONE SEPTIC TANK: DISTANCE FROM WELL INSIDE LENGTH. MANUFACTURER INSIDE WIDTH MATERIAL LIQUID DEPTH NUMBER OF COMPARTMENTS LIQUID CAPACITY / ~' GALLONS. TILE DRAIN ~T.;.- NUMBER OF LINES I DISTANCE BETWEEN LINES ABSORPTION AREA DEPTH: TOP OF TILE TO FINISH GRADE NEAREST LOT LINE "~ O: /" TOTALoF LINEsLENGTH~'/' / TRENCH WIDTH~ IN. TOTAL EFFECTIVE SQ, FT. LENGTH OF EACH LINE DEPTH OF FILTER MATERIAL BENEATH TILE IN. ABOVE TILE IN. WELL: TYPE _ BUILDING FOUNDATION __ CESSPOOL APPROVED _~u£T4lJcP ~T T/~ CONSTRUCTION NEAREST NEAREST LOT LINE__ SEWER LINE DEPTH q2~'('('~ DISTANCE FROM: SEPT lC SEEPAGE TANK , SYSTEM OTHER SOURCES __ DISAPPROVED REMARKS DISTANCES: INSTALLED BY: SEWER LINE DEPTH: PIPE MATERIAL: LOT SLOPE: REMARKS: DIAGRAM OF SYSTEM Form EQ-032 A & L DRILLING COMPANY BOX 97, EAGLE RIVER, ALASKA 99577 · TELEPHONE 694-2588 OWNER OF LAND ADDRESS LEGAL DESCRIPTION ~O'T DATE- Started L!~ [ ~ /"7~ Ended PERMIT NUMBER DEPT.'~ WELL ,~ ~.x STATIC LEVEL OF WATER FT. DRAW DOWN FT. GALS. PEg HR KIND OF CASING KIND OF FORMATION: From ~: Ft. to /' Ft. From/ f Ft. to Et. From ( ~'[ Ft. to ~ ;l} Ft From ,:' ,i'~- Ft. to Ft From :~f Ft. to From :,,:':' Ft. to i ':~ ~' Ft. From_ ~ ~ :~"~' Ft. to /,:~ -fi'Ft. From ;. ::('Ft. to ; ,,: Ft. From ,'* ~ Ft. to .... /i,) Ft From ~ :,:: Ft. to ,o Ft. From : '~:' Ft. to )' ;~:' Ft. From .i?:: Ft. to -~:~':* Ft. From ~' :i'Ft. to,::: :7©Ft. From Ft. to Ft, From__ Ft. to .Ft, From Ft. to Ft. From__.Ft. to Ft, From__Ft. to Ft. From Ft, to.. __Ft, From__Ft. to Ft. From__Ft. to Ft, From Ft. to Ft, From Ft. to Ft. From Ft. to Ft. From__Ft. to Ft, From__Ft. to Ft._ From__Ft. to Ft From Ft. to__Ft. From Ft. to Ft. From Ft. to Ft. From Ft. to Ft. From__Ft. to Ft. From Ft. to Ft. From Ft. to Ft MISCL. INFORMATION: ~ . :'~ '.;'i,:'. ~ ~: DRILLER'S NAME PERMIT NO. MUN I C I PAL I TY OF ANCHORAGE DEPARTMENT .' 'EALTH 8ND ENVIRONMENTAL ~ECTION 25i0 E. ~OR RD., ANCHORAGE, AK. 276-222i b~ELL AND ON--S ITE SEWER PERM I T APPLICANT LOCATION LEGAL TRAYIS BARBER L? Bi BRORDWRTER P 0 BOX 66 - E.R. HGTS SUBD LOT SIZE 6~4-3408 36000 SQUARE FEET TYPE OF SOIL RBSORBTION SYSTEM IS: TRENCH MAXIMUM NUMBER OF BEDROOMS SOIL RATING (SQ FT/BR)= i00 THE REQUIRED SIZE OF THE SOIL ABSORPTION SYSTEM IS: DEPTH= 9 LENGTH= ~l GRAVEL DEPTH= 5 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 8ND 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). REQU I RED SEPT i C TANK S I ZE= 1000 GALLONS BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION AND RPPROYRL BY THIS DEPARTMENT WILL BE SUBJECT TO PROSECUTION. MINIMUM DISTANCE BETWEEN A WELL AND ANY ON-SITE SEWAGE DISPOSAL SYSTEM IS 100 FEET FOR R PRIVATE WELL OR 200 FEET FOR A PUBLIC WELL. WELL LOGS ARE REQUIRED AND MUST BE RETURNED TO THE DEPARTMENT WITHIN ~0 DRYS OF THE WELL COMPLETION. SPECIFICATIONS AND CONSTRUCTION DIAGRAMS ARE AVAILABLE TO INSURE PROPER INSTALLATION. PERM I T YAl I D FOR ONE YEAR FROM ISSUE I CERTIFY THAT i: I AM 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. 3: I UNDERSTAND THAT THE ON-SITE SEWER SYSTEM MAY REQUIRE ENLARGEMENT IF THE RESIDENCE ~ REMODELE TO~NCLUDE MORE THAN ~ BEDROOMS. APPLICANT TRR¥IS BARBER ISSUED BY__, ....................... O 8' E GEO', ._CHNICAL ~ DEVEL, 'MENT CO, Russell Oyster 694-2774 Soils E~ Foundations Performed for: Legal Description: Depth (feet) Name: Hatltng Address: Box 90, Davis St,, Eagle River, Alaska 99577 694-2774 or 688-2280 SOIL LOG Earl Ellis 688-2280 Land Development Tel. No, so~[l_~h~racteristl~) 2 10 12 13 Ground Proposed Comments: Water Encountered: Yes ......... No.~v/' If yes, what depth~ Installation: 0o0 '70 , 1I DAVID A, SLENKAMP ROBERT A. SHAFER Travis Barber P.O. Box 66 Eagle River, Alaska 99577 MECHANICAL ENGINEER 694-9055 June~ 17, 1980 CIVIL ENGINEER 694-2979 MUNICIPALITY OF ANCHORAGI] DEPT. OF [ ! ' ~,t.'F, ! & ENViRO. NMENi'AL i, ~..:'~CTiON j O I'~ 2 0 1980 RECEIVED Dear Mr. Barber, Lot ~; Block i; Broadwater S~bdivision Xt your request a sewer system adequacy test vMs.performed on the system located on the reforenced property. The septic tank was pumped and ve'rified to have a capacity in excess of 1000 gallons. The absorption trench was tested by a continuous flow of water. ~fter a 24 hour period, 62A, gallons had been absorbed within the trench without any measurable rise in the sump at the end of the trench. it can be c.onclhded from the above test that the sewaFe system is ade- quate for your three bedroom residence. If we m~qy be of further assistance, please do not hesitate to call. Since.r..e~Y, I?' .y/ t? Z'/ ,", /I/ // , //ms/ss :,1. '~" cc: Totem Realty ATTENTION: John Parker >~nicipality of Anchorage Department of Health and Enviornmenatl Protection SRB 196X EAGLE RIVER, ALASKA Parcel I.D. # 1. MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & HUMAN SERVICES Division of Environmental Services On-Site Services Section P.O. Box 196650 Anchorage, Alaska 99519-6650 343-4744 CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING GENERAL INFORMATION Complete legal description Lot 7; B~ock I; Broadwater Heights Subdivision Fr~¢~ D Location (site address or directions) 11828 Broadwater Jackie Dunbar - 694-3830 (a.m.) Property owner LZttl~ R~d S~rvices Day phone Mailing address 12301 Freedom Road, Anchorage, A~aska 99516 349-2931 Lending agency Mailing address Day phone Agent Address Day phone Unless otherwise requested, HAA will be held for pickup. NUMBER OF BEDROOMS: TYPE OF WATER SUPPLY: Individual well Community well Public water NOTE: If community well system, provide written confirmation from State ADEC attest- ing.to the legality and status of system. TYPE OF WASTEWATER DISPOSAL: Individual on-site Holding tank Community on-site Public sewer NOTE: ×X If community wastewater system, provide written confirmation from State ADEC attesting to the legality and status of system. 72-025 (Rev. 1/91) Front MOA #21 5. 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 ,~:~ ~r, ,~d~s~ca 9~577 Engineer's signature Phone Date 6. DHHS SIGNATURE /¢---_ Approved for ~ bedrooms, Disapproved. Conditional approval for bedrooms, with the following stipulations: Additional Comments By: '~/~/'~~_- ~/~_~~ Date The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health Authority Approval Certificates based only upon the representations given in paragraph 5 above by an independent professional engineer registered in the State of Alaska. The DHHS does this as a courtesy to purchasers of homes and their lending institutions in 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 Municipality of Anchorage Department of Health & Human Services HEAl~TH AUTHORITY APPROVAl. CHECKI.IST EN~NI~L A, WELL DATA Well type,~-~~ If A, B, or C, attach ADEC letter. Log present (Y/N) ~/ Date completed / Total depth /-~ '~ I Cased to Parcel I.D. APR 2_5 19§! RECEIVED ADEC water system number ~:~- ~ - ~ ~ Driller ..,~, , / (0 ~ Casing height / Sanitary seal (Y/N) u~ Wires properly protected (Y/N) FROM WELL LOG Date of test ~-'- Static water level Well flow Pump level AT INSPECTION ,,-t-II-fi[ o~ ~/7/ g.p.m. SEPARATION DISTANCES FROM WELL TO: Septic/holding tank on lot Absorption field on lot Public sewer main Public sewer service line ! ~ ; On adjacent lots ; On adjacent lots Public sewer manhole/cleanout Petroleum tank ! ./oo + WATER SAMPLE RESULTS: Coliform Date of sample: Nitrate .B~[_~.~c.,'~/' ~' ( Collected by: B. SEPTIC/HOLDING TANK DATA Date installed ~/~/'~ Tank size I Z ~"~:) ,~ ~ [ Cleanouts (Y/N) [1 High water alarm.(y/N) Date of pumping ~ - Compartments Foundation cleanout (Y/N) ~'1 Depression (Y/N) A.J,z~~ Alarm tested (Y/N) ~/~ Well(s) on lot ,/ oo To property line / O Surface water/drainage SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK TO: '~ On adjacent lots ! ~o '(- Absorption field ~'~~ f /oo 1~ Foundation Water main/service line [o -t- 72-026 (Rev. 3/91) Front MOA 21 CONTINUED ON BACK PAGE C. LIFT STATION Date installed N Size in gallons ~ Vent (Y/N) "Pump on. vel at High water alarm level Meets MOA electrical codes (Y/N) ~0"~ ~ Cycles tested SEPARATION DISTANCE FROM LIFT STATION TO. Well on lot On adjacent Surface water D. ABSORPTION FIELD DATA Date installed ~-- ~ ~ I Length -~ I Width , '~ Total absorption area -~ J ~) Depression over field (Y/N) f~) Results (pass/fail) ? ~ -~ ~, Manufacturer Manhole/Access (Y/N) "Pump off" level at Soil rating / C'f._~ '~/'~/:~,~, System type Gravel thickness Cleanouts present (Y/N) Total depth Date of adequacy test If yes, give date Property line bedrooms for Peroxide treatment (past 12 months) (Y/N) fOl~ SEPARATION DISTANCE FROM ABSORPTION FIELD TO: Wellonlot { OD ~ Onadjacentlots (OO ! Cutbank To existing or abandoned system on lot __ ~-C:) ' ~- Water main/service line Driveway, parking/vehicle storage area '+ To building foundation On adjacent lots ~ Surface water Curtain drain E. ENGINEER'S CERTIFICATION I certify that I have checked, verified, or conformed to all MOA and HAA guidelines in ~:~,~,~ ~:,~iv~,;~ Loop Road Signature ~" Engineer's Name inspection. HAA Fee $ Date of Payment Receipt Number /'70 72-026 (Rev. 3/91) Back MOA 21 Waiver Fee: $ Date of Payment Receipt Number HEALTH AUTHORITY APPROVALS SEWER & WATER MAIN EXTENSIONS SEWER &WATER INSPECTION ENGINEERING STUDIES AND REPORTS WELL INSPECTION & FLOW TEST SITE PLANS ROAD DESIGN SOIL TEST PERCOLATION TEST STRUCTURAL & MECHANICAL INSPECTIONS ON SITE WASTE WATER DISPOSAL SYSTEM DESIGN ROBERT SHAFER, P.E. ROGER SHAFER Ap~ 18, 1991 RECEIVED CIVIL ENGINEERS (907) 694-2979 FAX 694-1211 Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES 825 L Street P.O. Box 196650 Anchorage, Alaska 99519-6650 APR 2 2 1991 Municipality of Anchore~.~3 Dept. Health & Human Serv,ces REFERENCE: Lot 7; Block I; Tract "D"; Broadwater Heights Subdivision; 11828 Broadwater Drive, Eagle River, Ak. Request you issue a Health Authority Approval on the referenced property for a three (3) bedroom house. The well serving this property was hydro-fractured from April 4, 1991 through April 6, 1991 by Anchorage Well and Pump. Approximately 940 gc,2._~ons of water were pumped into the well through a m~ter at a maximum pressure of 400 lbs. The w~ll was tested by Anchorage Well ~ Pump after developing. The flow was reportedly turned on at a flow rate of 1.5 gallons per minute (GPM) and 2,487 gallons were pumped through a m~ter without adverse reactions before the water was turned off. A flow test was completed by S & S ENGINEERING on April 9, 1991. The static water level was measured at 48 ft. below the top of the well casing. A meter was connected to the water line near the pressure tank and the flow turned on full. After two hours and fifty minutes the water level was drawn down to the pump at 471 ft. The power was turned off and the water level allowed to recover. The period of recovery varied with each recovery test. Each recovery test involved the pump being turned back on after an interval of t~m¢ and the water level drawn down to the pump again while quantites of water were m~tered. This test was performed 3 tim~s with consistent res~ts. From this test it was determine the well currently produc~s approximately 111 gallons per hour (GPH). On April 11, 1991 a flow test was again performed on the we~l serving the referenced property by a m~mb~r of my staff. The static water level was measured at 48 ft. below the top of the well casing. The water was turned on at a flow rate of 1.5 GPM. After approximately 45 minutes the water level dropped down to 68 ft. below the top of the casing (the w~ll is cased to 69 ft.). This flow rate continued for over 10 hours and the water level was again measured at 68 ft. below the top of the casing. 17034 EAGLE RIVER LOOP, SUITE 204, EAGLE RIVER, ALASKA 99577 Page Two Lot 7; Block I; Tract "D"; Broadwater Heights Subdivision; April 18, 1991 From these tests we have concluded this well currently produces a minimum of 90 GPH. This flow rate is not g~arante~d to r~main constant, subsequent variations can occur. If you have any questions, or if you require additional information pleas~ MUNICIPALITY 0f 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 1. GENERAL INFORMATION Complete legal description Lot 7, Block !, Tract D, Broadwater Heights Location (s~it.e addr. ess or directions) 11828 Broadwater Drive Pr,6perty oWner Mailing addi~ess L~?ding agency Ma'i~ing address Agent Address Ma~reen Clayton Day phone 11828 Broadwater Dr., Eagle River, AK 99577 Day phone Day phone 694-2663 Unless otherwise requested, HAA will be held for pickup. NUMBER OF BEDROOMS: $ ~ TYPE OF WATER SUPPLY: Individual well xxx Community well Public water NOTE: If community well system, provide written confirmation from State ADEC attest- ing to the legality and status of system. TYPE OF WASTEWATER DISPOSAL: Individual on-site Holding tank Community on-site Public sewer NOTE: xxx If community wastewater system, provide written confirmation from State ADEC attesting to the legality and status of system. 72-025 (Rev. 1/91) Front MOA~21 5. 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 S & S ENGINEERING Phone 17034 Eagle River Loop Road No. 204 Address l~aale__R~e~,,~ k a _99577 , Engineer's signature -'"-~Y[.~, ~, ~ I'~~ Date DHHS SIGNATURE Approved for '7-/"//~ ~ _F' bedrooms. Disapproved. Conditional approval for bedrooms, with the following stipulations: Additional Comments 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-O25(R~v. 1/91) Back MOA~21 <ECEIVI:u Municipality of Anchorage SEP 0 9 DEPARTMENT OF HEALTH & HUMAN SERVICES MUNICIPALITY OF ............ .~, SERVI Environmental Services Division .... ~x~u;x~-^ 825 L Street, Room 502 · Anchorage, Alaska 99501 ° (907) 343-4744 Health Authority Approval Checklist Legal Description:/.,-(~7'- '7 A. WELL DATA Well type Log present {~l/N) '~ ~ ! Total depth ~ ~ 5' Sanitary seal ~/N) '"f ~ ~ Parcel I.D.: (~ 5" O - If A, B, or C, attach ADEC letter. ADEC water system number Date completed ! Cased to ~ 0 4- Casing height (above ground) Wires properly.protected (~N) Date of test Static water level Well production FROM WELL LOG g.p.m. AT INSPECTION g.p.m. WATER SAMPLE RESULTS: Coliform Date of sample: 0 Nitrate Collected by: B. SEPTIC/HOLDING TANK DATA Date installed ~"~/''~ / ? ~ Tank size Foundation cleaggut,.~/N)., . '¥ i~J~ Depression Date of P,~r~ping '.~ '/ ' ~'~'I''~,,. Pumper Other bacteria S & $ ENGINEERING 1703{ =,,~,__, ........ m,,,,.. [_,~_.,, _~,a Eagle River, Alaska 99577 Number of Compartments ~ Cleanouts {~/N). ~v O High water alarm (Y,~ ~, o C. ABSOqr .I~ION FIELD DATA '~', Date ir~stalled ',,~/~'/'~ (~ ..... Soil rating (g.p.d./ff' or[ff=/bdm:~ / o o Length ':.,~ ."3 I Width, .? 3 Gravel thickness below pipe ~ Effective absorption area 3. ~ o~ ~r ~ Monitoring Tube present ~N)V~ Depression over field (Y~ Date of adequacy test ' '~/~/q V Results (~/Fail) ~ ~ For 3 Fluid depth in absorption field before test (in.); ~ ~ Immediately after E~o gal. water added (in.): Fluid depth 3 ~ (ins) Minutes later: 3 '~ O Absorption rate = ~ ~- .g.p.d. System type 7' F~ ~,,~ ~ Total depth ~1 bedrooms Peroxide treatment (past 12 months) (Y/N) ~ ~'"~' ~'~'"'''' If yes, give date 72-026 (Rev. 3/96)* D. LIFT STATION Date installed Size in gallons Manhole/Access (Y/N) "Pump on" I~ump off" level at* High water alarm level at* *Datum Cycles tested~..-.-~ SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic/holding tank on lot ! 00 ' "f- On adjacent lots Absorption field on lot ! o3 -/- On adjacent lots Public sewer main ~ t/~ Public sewer manhole/cleanout Sewer/septic service line '& 5" 'f' Lift station SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOTTO: Foundation &- / ~ Property line ~'- Absorption field ,.5' '~- / / Water main/service line ! c~ -~ Surface water/drainage / 0 SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line Surface water Curtain drain ! Building foundation ! e '/" Water main/service line Driveway, parking/vehicle storage area ,,~ o ~ ~ Wells on adjacent lots / ENGINEER'S CERTIFICATION I certify that/have determined thru field inspections and review of Municipal in conformance with~O~ ~A~uid~nes in effect on this date. Signature '~~ ~ ~ ~ Engineer's Name ~~ ~ Date ~ / ~, / ~ ~ HAAFee $ ~O~'~D Receipt Number /-7//~ ~ Waiver Fee $ Date of Payment Receipt Number 72-026 (Rev. 3/96)* MUNICIPALITY OF ANCHORAGE Department of Health & Human Services DIVISION OF ENVIRONMENTAL SERVICES 343-4744 CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL OF ON-SITE SEWER A/ND WATER FACILITY FOR SINGLE FAMILY DWELLING Parcel I.D.# ~) .~- (~- ~;::)~- ~:'='='='='='='='=~(~/ HAA# ~ tl~l~ 1. GENERAL INFORMATION (Must be completed prior to submittal) (a) Legal Description (incl~d~e lot, b. lo~ubdivision, section, township, range) ~ t tY~. Lq I~_J. Lot 7; Block l j Broadwat&r Heights Location (address or directions) 11828 Broadwater Drive (b) Property owner Mailing Address Bx'~2 n~ Ja~'~ Du~Ba~ Telephone'(hQme) _6.94-3830 P.O.Box 770867 Eagle River, Alaska 99577 Business (c) Lending Institution Telephone Mailing Address (d) Real Estate Company and Agent 2001 Re. alty- T6rrie Pisa Address Telephone Z/O ZUUI (e) Mail the HAA to the following address: ior check hereX~, if hold for pick up.) List contact person and day phone number below: · ~1..'~' .~r-*' .-~~ .. ~.;.e..~ .~- .., ~ .~.- ~ ,~.~1..~ t'~ * ~. ''' ~' S' & S ENG'INEERING ~ ~ t t.,~'-' ",~', Single-Family,V~ Number of bedrooms ~"~X~~ ' '~ ~''' '~'ff~' "'~-~7" ' '~2/'~""//' ': '" ' ' ' :' ' " ' WATER SUPPLY Individual Well~ Community ~ P~blic ~ Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to th legality and status. SEWAGE DISPOSAL On-site ~x 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. 72-025 (Rev. 7/88) Page 1 of 2 5. ENGINEERING FIRM PROVIDING INSPECTIONS, TESTS, FILE SEARCH, DATA AcID INFORMATION As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation of th is 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 Date Telephone Terms of Conditional Approval 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 ~ MUNICIPALITY OF ANCHORAGE (MOA) (~,~0~ Health Authority Approval (HAA) , . ..~ CHECKLIST - FEBRUARY 1984 , · "~t.%'J~'':<~''' ~ 343-4744 '"' ~ ' ,~ Legal Description: ~ Well Classific~n ' ~ A~d~ Well Log Pr sent N) Total DepthS, _1 ~ Cased to Static Water Level Casing Height Above Ground Electrical Wiring in Conduit(]~'N) If A, B, C, D.E.c~p_.proved (Y/N) __ Date Completed '~:~-- ~' - ~5"f Yield"~ Depth of Grouting "-""-' Pump Set At '~'~"~ J \'7-~'J~ Sanitary Seal on Casing(.~?N) Depression Around Wellhead (Y~;~ ¥ SEPARATION DISTANCES FROM WELL: To Septic/Holding Tank on Lot ~ c:::t::~~ ; On Adjoining Lots To Nearest Edge of Absorption Fiel~ 9n Lot ~. c::;~l J,' ; On Adjoining Lots To Nearest Public Sewer Linet,J/~ To Nearest Public Sewer Cleanout/Manhole To Nearest Sewer Service Line on Lot '~-'~ Water Sample Collected by ~'~ ~ $ '~-t~__. ;Date Comments-- r ? SEPTIC/HOLDING TANK DATA Date Installed ~'/"7[::> Size Standpipes ~N) Depression over Tank (Y~ Air-tightl~aps~) No. of Compartments Pumping/Maintenance Contact on File (Y/N),// . Holding Tank High-Water Alarm (Y/N) SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK: To Water-Supply Well \ ~ ~,Ar" To Building Foundation To Property Line ~ ~;> ~''~ To Disposal Field To Water Main/Service Line ~,~ ~ To Stream, Pond, ~ake or Major Drainage Course I ~'~""--' Foundation Cleanout4~) /~/~Date Last Pumped ; for "-", Temporary Holding Tank Permit (Y/N) 72-026 (Rev. 7/88) Front Page 1 of 2 C. ABSORPTION FIELD DATA Soils Rating in Absorption StraJa Date Installed ~/"7 Width of Field ~ ~_//~/?.-'- Type of System Desig~n ~--~ Length of Field ~ Depth of Field I .=¢~ravel Bed Thickness Statndpipes PresentdS~N) Date of Last Adequacy Test ~:~ - ~ ~ o Square Feet of Absortion Area Depression over Field (Y/,~ Results of Last Adequacy Test SEPARATION DISTANCE FROM ABSORPTION FIELD: To Water-Supply Well TOLotBUilding Foundat~; To Water Main/Service Line To Stream, Pond, Lake, or Major Drainage Course To Driveway, Parking Area, or Vehicle Storage Area To Property Line To Existing or Abandoned System on Adjoining Lots ~t''jr To Cutback ((f present) Comments D. LIFT STATION Data. ailed Size in "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) %~es 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 Company Date MOA No. River Loop Road No. 204, Rece, pt N o..~,~... ~...,2 ~o~. Date of Payment Amount: $ 72-026 (Rev. 7/88) Back Receipt No. Waiver Fee: $ Date of Payment Page 2 of 2 HEALTH AUTHORITY APPROVALS SEWER & WATER MAIN EXTENSIONS SEWER & WATER INSPECTION ENGINEERING STUDIES AND REPORTS WELL INSPECTION & FLOW TEST SITE PLANS ROAD DESIGN SOIL TEST ROBERT SHAFER, P.E. ROGER SHAFER Dec~mb~r 4, 1990 CIVIL ENGINEERS (907) 694-2979 FAX 694-1211 Mr. Ray Heberer ~ RE/MAX OF EAGLE RIVER 16600 Centerfield Drive Suite 201 O~o--/~/_~ Eagle River, Alaska. 99577 ~ ,.~ REFERENCE: Lot 7; Block 1;~Broadw~ter Heights S~5~vi~ionl 11828 Bro~dw~ter D~v~ Dear Ray, At your request we performed a production test on the well serving the referenc~ property on December $, 1990. Upon arriving at the property we were informed the property owners (the Dunbar's) had drawn most of the water storage ou~ of the well casing. We measured the w~ter level within the well at 459 ft. below the top of the well casing. We then connected a faucet, hose and meter into the water system prior to the holding tank within the garage. The pump was t~rned on and the water level within the well drawn down to the pump at 471 ft. below the top of the well casing. It should be noted that our water level measurement6 were taken u~ing a SA Electronics, Inc. Accoustical Well Pro~e Model 10A. We measured the pump intake at 471 ft. whereas, the well log suppled to us by M-W Drilling performed in August 1981 showed the well depth to be 465 ft. This deviation is nether major nor relevant. With the w~ter level at the pump, the pump was turned off wh/le the water level was allowed to recover for I hour. After I ho~r the p~p was turned on aga/n and the water drawn back down to the pump while the quantity of water recovered was m~tered. This procedure was repeated 4 times with consistent results. From this test we have determined the well to currently produce approxlmately 13.4 gallons per hour (GPH). This flow rate is not guaranteed to r~main constant, subsequent variations can occur. PERCOLATION TEST STRUCTURAL & MECHANICAL INSPECTIONS ON SITE WASTE WATER DISPOSAL SYSTEM DESIGN Iff we~ ~ A. $~AFER, P.E. of further service, please contact uS. ,/ 17034 EAGLE RIVER LOOP, SUITE 204, EAGLE RIVER, ALASKA 99577 C)n Oc:'~obe:.r- 2"? ...... (.:)~. emp'l:ied '!:h~+i, ~:~.:~r"a(;!(a 'Lank and refilled it, ...a.~.[ nq, 'l'h i s ~as c(:),'npl e'('.e(.:i s(::xn[et Z m(a i n the af'~:(ar..noor~,, 1 at. ":re.-, ...... '.,'-' Tee'l:: b¢.:7i (::x.~ top the sstcx'"ag[a 'Lank alid ¥ound :i.'L. '1'.'.o [':)~ :?Q" ~:r"om [:l'~e 'Lc)l). 1 , 'T'I ~ (<.:, ~a'L c.:,r' 1 (-:..,ve ]. i n '!:: I't e t:. ar m e:~'~: [.:~r" c:) ~ 'I'.: i'l e -i.:: .:.:~ r/I-:: J. '~ 4 ~:~ J. r'~ ,:::: h :~.:, ~:~. ,, ~.:.~ ,:::) r'~ (.>:, :i. r'i c: h ~'" J. ~ :.? i ~'~ ~:~:' Ct I.I J. v' ~:( .}, E:.? f"l I. [., C) (~). (:.~';' C.~ c: l ~J (;'~ I' r ~. C.~LI F' . 'F t'., Ef '.~ . 'l';h,'..:;~ t.,~c+l I ~"ec::har"c ced al: ~a r"a[:e bel::v~e,':'ar~ ,' ,, and 8 c:la.I. 1 or'~.~ per- Ihe va~:~'l::er" :i.,:~:. er.~t:er.:in[;l 'l:'.he v~e:ll a'[:', a (::l~el:~'l::h :l.~'+:,s~ 'Ll"~,'ar'; '~';.:";...: 6751 W Dimond Anchorage Alaska 99502-3904 (907) 248-5095 RESIDENTIAL WELL INSPECTION LEGAL: Lot 7, Block 1 Broadwater E.R. LOCATION: 11828 Broadwater OWNER: dackie Dunbar WELL CLASS: Residential Serving this Lot only INS1ALLATION REQUIREI'IENIS MET: Yes WELL LOG AVAILABLE: Yes WELL YIELD FROM WELL L06t~l~ ?~') 15 gal. per hour WELL YIELD FROI'I TEST: 8 gal. per hour DATE OF INSPECTION: Sept. 19 1990 TEST PROCEDURE: 500 gallon storage tank was drained by filling the Jacuzzi. The storage tank was then filled by pumping the well and measuring the drawdown with an accoustic sounder. The water level was found at $2 feet at the beginning of the test. After' filling the · " siorage tank the water level was at 370 feet. During the next 75 minutes the well recovered 6 feet. f~ur, lng the next 18 hours the level rose 90 feet and dur'ing the following 2,t hours 130 feet, These measurements indicate 5.5 ft, rise per hour or approximately 8 gallons per hour 200 gal Ions per day, ' TEST FOR E.COLI AND TOTAL NITROGEN: A sample of water t~ken from the well was tested for E C;Oll ,_sr, d nitrates on Sept. 20, 1990 r~. E. 'Colt 2..., ? rog./1 Nitrates E Call allowable O, Max. allowable total nitrates 10,0 mg/I. ESl RESULIS: I his well does not meet the requirement of the Municipality al Anchorage. The Municipal requirement for well flow is 150 gallons of water per bedroom per day. The assessment of the condition of the well applies only to the conditions as they were on the day the well was tested. Tl',e flow rate may change due to subsurface conditions that can not be observed from the surface, or from changes in the land use or other factors that may impact the aquifer l'eudlrlr..I the wel I. 6751 W Dimond Anchocnge Alnskn 99502-3904 (907) 248-5095 SEPTIC SYSTEM ADEOUACY TEST LEOAL: Lot 7, Block I, Broadwater Eagel River LOCATION: 11828 Br'oadwater Eagle River OWNER: dackie Dunbar RESIDENCE: ,single Family 3 Bedrooms WATER ,SUPPLY: Onsite Well, Serving this Residence Only SEPIlC SYSTEM: FROM MUNICIPAL RECORDS: 3-Bedroom System TANK: Greet Steel Two Compartments 1250 gal. ABSORPTION ,SYSTEM: Deep Trench ABSORPTION AREA: 310 sq. ft. ,SOIL RATING: 100 sq. ft. per bedroom INSTALLATION DATE: May 1976 DATE OF LAST PUMPING: Sept. 24 1990 d. R. DATE OF TE51: Sept. 19 1990 'TEST PROCEDURE: System was inspected and measured. Tank was found with 4 feet of cover and 50 ina. has of liquid. No trench clean out was found. Trench monitor' tube was 7 feet deep .,y,n d dry. 500 gallons of clean water was added to the trench while the waterlevels in the tank and monitor tube wer'e monitored. The water level in the tank did not rise while the level in the tube rose 6 inches, but all the water drained away in less than 30 mlnutes. TEST RESULTS: This septic system meets the code requirements of the Municipality of Anchor age. (he operational life of all sePtic systems depends on the local soil conditions, groundwater levels that may fluctuate during the year, and the water usage of the family being served by the system. These conditions are outside the control of the evaluator' of this system. We can therefore not give any estlmate of how long this system will function satisfactory for current or future occupants. ,i$:22 ~NvoJc~ N2 4Z2-6 AMOUNT 12/03/90 15:28 '/~2907 349 2750 LITTLE RED SVC$, DRIt, LINO LO0 WeUOsvn,r__..--B[![ Du~b~r ../ ..... __Use of Welt. Domes ttc De~ ~cr~en or ~erferetion ~. Dmteefcompletto~ 6 /.u~un[ :1987 ~.'..,~ ,: ' WELL LO0' Depth In feet fr~m gro~d .., 409._TO_ ,~65.. . Olde de:t~ll~ o! form~tlon~ penetr~t,cl, stye of met?tM, color and I~rd~e~ · ;~d. echl_g_ well ~drohk~ .Ereen ~iltsto;le argilltte, no detectable ' ~001/001 Municipality of Anchorage Department of Health and Human Services Torn Fink, 825 "L" Street Mayor P.O. BOX 196650 Anchorage, Alaska 99519-6650 December 19, 1990 Re: Lot 7, Block 1, Tract D, Broadwater Heights On-site Water and Wastewater Disposal System To Whom it May Concern: An application for a Health Authority Approval (HAA) for a three bedroom house located on the subject lot was submitted to this office on December 7, 1990. With one exception, it appears that all components of the on-site water and wastewater disposal system are functioning properly and in accordance with municipal code and state statute. The one noted exception is the insufficient production capacity of the well. The minimum production capacity for a single family domestic well is 150 gallons per bedroom per day. The minimum capacity for a three bedroom house is 450 gallons per day. Between September 13, 1990 and December 3, 1990, the subject well was flow tested by a licensed civil engineer on three different occasions. The test results have indicated that the well has a production capacity ranging between approximately 180 and 320 gallons per day. This is less than the required minimum of 450 gallons per day for a three bedroom house. This deficiency is mitigate~ to some extent, by the fact that a 500 gallon storage tank has been installed in the garage. This additional storage may provide a cushion during peak water demand periods. Although the production capacity of the well does not meet minimum standards, it is possible that the water demands for a three bedroom house could be satisfied by this well providing that water conservation methods are conscientiously utilized. Because the production capacity of the existing well does not meet minimum standards for a three bedroom house, this office cannot issue an unconditional Health Authority Approval. If there are questions please contact our office at 343-4744. Sincerely,~ Tom Fink, Mayor Niunicipality Anchorage Department of Health and Human Services 825 "L" Street P.O. Box 196650 Anchorage, Alaska 99519-6650 January 4, 1991 Terrie Pisa 2001 Realty 2600 Denali Street, Suite 400 Anchorage, Alaska 99503-2740 Subject: Application for Health Authority Approval Lot 7, Block 1, Tract D Broadwater Heights Subdivision Dear Ms. Pisa: An application for a Health Authority Approval (HAA) for a three bedroom single family residence on the subject lot was submitted to this office (DHHS) by S & S Engineering on December 7, 1990. The intent and purpose of issuing a Health Authority Approval is (1) to provide information to the lending agency concerning the adequacy and status of compliance of the on-site wastewater disposal system and/or well serving the residence, and (2) to provide as much assurance as possible to the potential buyer that the performance of the septic system and well is satisfactory. In the subject case (Lot 7 Block 1 Tract D Broadwater Heights S/D) this office, based on supporting data submitted by S & S Engineering, has concluded that the on-site wastewater disposal (septic) system meets the compliance requirements for a three bedroom single family residence. We are, however, of the opinion that the existing well is inadequate for a three bedroom residence. An important factor in the HAA review and approval process is the quality and productivity of the on-site water supply well. The minimum acceptable sustained producing rate required for the issuance of a HAA is 150 gallons per day (6.25 gallons per hour) per bedroom. This requirement is based on a per capita water usage rate of 75 gallons per day and an average occupancy of two persons per bedroom. Since it is neither practical or enforceable to place a limit in perpetuity on the number of occupants (including guests) of a residence, the size of a potential buyer's family is not relevant. Productivity tests were recently conducted on the well which serves the subject lot by two licensed civil engineers. Totten Spurkland's test (November 1990) showed the productivity to be 8.0 gallons per hour where S & S Engineering's test (December 1990) showed a rate of 13.4 gallons per hour which is well below the 18.75 gallons per hour minimum required for a three bedroom single family residence. Kids Are Our Future Page Two Lot 7 Block 1 Tract D Broadwater Heights Subdivision Although the productivity of the existing well does not meet the minimum DHHS standards, this deficiency is somewhat mitigated by the existence of a 500 gallon reserve storage tank in the garage. In view of all of the relevant facts concerning the subject request for a Health Authority Approval on Lot 7 Block 1 Tract D Broadwater Heights, the DHHS will issue a HAA under one of the following options: Issue an unconditional Health Authority Approval for a two bedroom residence providing that the existing third bedroom is eliminated according to the requirements of the MOA Tax Assessors office. o Issue a conditional Health Authority Approval for a three bedroom residence provided tkat sufficient monies are escrowed to cover ~he cost"of ~illihg an a~di.~ional well within 60 days following issuance of the HAA. The combined yield of the new and existing wells must be at least 18.75 gallons per hour and upon verification of this by a licensed engineer, an unconditional HAA will be issued. If the combined yield is less than 18.75 gallons per hour the following water conservation practices must be implemented and will be specified as a condition of the HAA: 2. 3. 4. Discontinue "in-house" laundry activity. Discontinue the use of an automatic dishwasher. Install restricted shower heads in all bathrooms. Install water saving (Microflush or equivalent) toilets in each bathroom. Eliminate surplus water usages such as washing cars or watering lawns, flowers.or gardens. ~ If we can answer any other questions or be of any additional assistance, please call our office at 343-4744. Sincerely, j~ Smith, -~. E .-, P~ogram Manager, On-site Services cc: Lee Browning, P.E., Manager, Environmental Services Robert W. Robinson, Civil Engineer, On-site Services Tom Fintq Mayor Department of Health and Human Services 825 "L" Street P.O. Box 196650 Anchorage, Alaska 99519-6650 January 4, 1991 Terrie Pisa 2001 Realty 2600 Denali Street, Suite 400 Anchorage, Alaska 99503-2740 Subject: Application for Health Authority Approval Lot 7, Block 1, Tract D Broadwater Heights Subdivision Dear Ms. Pisa: An application for a Health Authority Approval (HAA) for a three bedroom single family residence on the subject lot was submitted to this office (DHHS) by S & S Engineering on December 7, 1990. The intent and purpose of issuing a Health Authority Approval is (1) to provide information to the lending agency concerning the adequacy and status of compliance of the on-site wastewater disposal system and/or well serving the residence, and (2) to provide as much assurance as possible to the potential buyer that the performance of the septic system and well is satisfactory. In the subject case (Lot 7 Block 1 Tract D Broadwater Heights S/D) this office, based on supporting data submitted by S & S Engineering', has concluded that the on-site wastewater disposal (septic) system meets the compliance requirements for a three bedro'om single family residence. We are, however, of the opinion that the existing well is inadequate for a three bedroom residence. An important factor in the HAA review and approval process is the quality and productivity of the on-site water supply well. The minimum acceptable sustained producing rate required for the issuance of a HAA is 150 gallons per day (6.25 gallons per hour) per bedroom. This requirement is based on a per capita water usage rate of 75 gallons per day and an average occupancy of two persons per bedroom. Since it is neither practical or enforceable to place a limit in perpetuity on the number of occupants (including guests) of a residence, the size of a potential buyer's family is not relevant. Productivity tests were recently conducted on the well which serves the subject lot by two licensed civil engineers. Tobben Spurkland's test (November 1990) showed the productivity to be 8.0 gallons per hour where S & S Engineering's test (December 1990) showed a rate of 13.4 gallons per hour which is well below the 18.75 gallons per hour minimum required for a three bedroom single family residence. Kids Are Our Future Page Two Lot 7 Block 1 Tract D Broadwater Heights Subdivision Although the productivity of the existing well does not meet the minimum DHHS standards, this deficiency is somewhat mitigated by the existence of a 500 gallon reserve storage tank in the garage. In view of all of the relevant facts concerning the subject request for a Health Authority Approval on Lot 7 Block 1 Tract D Broadwater Heights, the DHHS will issue a HAA under one of the following options: 1. Issue an unconditional Health Authority Approval for a two bedroom residence providing that the existing third bedroom is eliminated according to the requirements of the MOA Tax Assessors office. 2. Issue a conditional Health Authority Approval for a three bedroom residence provided that sufficient monies are escrowed to cover the cost of' dri.lling an additiohal well within 60 days following issuance of the HAA. The combined yield of the new and existing wells must be at least 18.75 gallons per hour and upon verification of this by a licensed engineer, an unconditional HAA will be issued. If the combined yield is less than 18.75 gallons per hour the following water conservation practices must be implemented and will be specified as a condition of the HAA: 1. Discontinue "in-house" laundry activity. 2. Discontinue the use of an automatic dishwasher. 3. Install restricted shower heads in all bathrooms. 4. Install water saving (Microflush or equivalent) toilets in each bathroom. · 5. Eliminate surplus water usages.such as washing cars or watering lawns, flowers or gardens. If we can answer any other questions or be of any additional assistance, please call our office at 343-4744. Sincerely, P~ogram Manager, On-site Services cc: Lee Browning, P.E., Manager, Environmental Services Robert W. Robinson, Civil Engineer, On-site Services HEALTH AUTHORITY APPROVALS SEWER & WATER MAIN EXTENSIONS SEWER & WATER INSPECTION ENGINEERING STUDIES AND REPORTS WELL INSPECTION & FLOW TEST SITE PLANS ROAD DESIGN SOIL TEST PERCOLATION TEST STRUCTURAL & MECHANICAL INSPECTIONS ON SITE WASTE WATER DISPOSAL SYSTEM DESIGN ROBERT SHAFER, P.E. ROGER SHAFER December 6, 1990 Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES 825 L Street P.O. Box 196650 ~ Alaska 99519-6650 c~~ Anchorage, REFERENCE: CIVIL ENGINEERS (907) 694-2979 FAX 694-1211 Lot 7; Block 1~'Broadwater Heights Subdivision; 11828 Broadwater Drive, Eagle River Request you issue a H~alth Authority Approval and grant a waiver to the requirement for a private well to produce a minimum of 150 gallons of water per day (GPD) per bedroom. The well serving this property was drilled in May 1976 by A & L Drilling Co. At that time the drillers production estimate was 15 GPH. In August 1987 the well was deepened by M-W Drilling, Inc. in search of more water. Apparently no more water was encountered. In March 1990 M-W Drilling performed a recovery rate test on the well and found the well to produce 15 GPH. In September 1990, Tobben Spurkland, P.E. performed another recovery rate test and found the well to produce 8 GPH. On December 3, 1990 our firm performed a recovery rate test and found the well to produce approximately 13.4 GPH. (REFER TO REPORTS ATTACHED.) Although it is definitely possible for a well to have 3 different production rates at 3 different times, we hold a stronger confidence in o~r test results due to the testing procedure. During our flow test the water level was drawn down to the pump. This removes the entire column of water within the well which may otherwise restrict the flow of water coming into the well at lower levels. Our recovery time used was approximately I hour. We feel this time is short enough to minimize the water column and yet long enough to allow enough water to build-up to prevent wate~ meter measurement errors. We also used a meter to measure the quantity of water recovered as opposed to estimating the quantity of water storage per foot within the well. Due to fissures and other characteristics of a bedrock well which attribute to well diameter inconsistencies, a "volume of water per foot of well" estimation is not practical when measuring such low recovery rates. Using Spurkland's static water level of 52 ft. and a pump depth of 471 ft. there exists approximately 427 gallons of water storage within the well casing. (This assumes a minimum well diameter of 5" which would be the minimum drilling bit size after wear. Any cracks or fissures within the well would only serve to increase the storage capacity.) There also exists a 500 gallon storage tank within the garage. This gives a minimum total storage capacity of 927 gallons. 17034 EAGLE RIVER LOOP, SUITE 204, EAGLE RIVER, ALASKA 99577 Page Two Lot 7; Block I; Broadwater H~ights Subdivision; December 6, 1990 With the current well production of 13.4 GPH the oc~pants within the home would have over 50 gallons per person per day. (This assumes a 6 person capacity as standard for a $ bedroom home. ) With a minimal amount of water conservation m~thods practiced, we fe~l this should be more than a sufficient quantity of water. These conservation methods include conscientious bathing; few large loads of laundry as opposed to several small loads; energy saving shower heads and flow r~striction washers on all faucets. Therefore, with the installation of energy saving shower heads and flow restriction washers on all the faucets throughout the house, we recommend granting of the referenced waiver and issuance of a Health Certificate. ~f / ~0~T A. SHAFER, P.E. · //~/gm · INSPECTION APPOINTMENTS ~ ,~L/rv,~E ._,,,TN RECEIVED H"'i0o, __ N~UNICIPALITY OF ANCHORAGE MUNICIPALITY OF ANCHORAGE DEPT. OF f:;,",LTi! ~':'¥,~- '>- DEPARTMENT OF HEALTH & ENVl RONMENTAL PROTECTIL~I/iRONMEN1AL i:;:O fECTION 825 L Street - Anchorage, Alaska 99501 ENVIRONMENTAL SANITATION DIVISION JL~i~ 2 1980 Telephone 264-4720 RECEIVED REQUEST FOR APPROVAL OF INDIVIDUAL WATER AND SEWER FACILITIES ~IRECTIONS: Complete all parts o~ page 1. Incomplete requests will not be processed. Please allow ten (10) days for processing. 1. PROPERTY OWNER J PHONE ~RA~S A~ ~A~3A~A 3A~J 694-9408 MAILING ADDRESS NHN Broadwater Drive Eagle River 99577 PROPERTY RESIDENT (If different from above) PHONE 2.' BUYER PHONE 3AC~ DU~3A~ 279-457~ MAILING ADDRESS 5402 ~est 9~o~d 3~" LENDING INSTITUTION ] PHONE ~tSt ~at~o~a~ 3a~k~265-3745 MAILING ADDRESS 4. REALTOR/AGENT I PHONE MAILING ADDRESS ' ~,O,.3OX 9~ ~AGL~ ~ ~ A~ 99577 5. LEGAL DESCRIPTION [.OT 7 BLK 1 TRACT D BROADWATER HEIGHTS STREET LOCATION NHN Broadwater Drive 6. TYPE OF RESIDENCE NUMBER OF~BEDROOMS ~ SINGLE FAMILY [] One [] Four [] Other, ~_] Two [] Five [] MULTIPLE FAMILY ~ Three [] Six 7. WATER SUPPLY [] INDIVIDUAL* [] COMMUNITY r_-~ PUBLIC UTILITY * ATTACH WELL LOG. A well log is required for all wells drilled since June 197,...,..5. For wells drilled prior to that date, give well depth (attach log if available.) 8. SEWAGE DISPOSAL SYSTEM INDIVIDUAL/ON-SITE** L-] PUBLIC UTILITY YEAR ON-SITE SYSTEM WAS INSTALLED. NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. ,/ THIS SIDE FOR OFFICIAL USE ONLY NUMBER OF BEDROOMS 1. TYPE OF RESIDENCE [Z~"~SI NG L E FAMILY I~ MULTIPLE FAMILY 2. WATE/R SUPPLY ~INDIVIDUAL [] COMMUNITY PUBLIC UTILITY Connection Verified 3. SEWAGE DISPOSAL SYSTEM []INDIVIDUAL/ON -SITE []PUBLIC UTILITY Connection Verified E~eptic Tank or [] Holding Tank Size:_L~_- ~;'E~ If Tank is homemade give dimensions: [] ONE E~THREE [] FIVE [] TWO [] FOUR [] SIX PERMIT NUMBER DEPTH OF WELL DATE DRILLED LOG RECEIVED PERMIT NUMBER DATE INSTALLED INSTALLER SOILS RATING TYPE OF TANK [ --, . : MANUFACTURER TOTAL ABSORPTION AREA MATERIAL 4, DISTANCES WELL TO: Septic/Holdin9Tank IAbsorption Area lSewer Line [] OTHER ]~Nearest Lot Line Absorption Area to nearest Lot Line 5. COMMENTS (¢~APPROV ED FOR ~ BEDROOMS [~, CONDITIONAL APPROVAL (letter must accompany certificate) 72-010 (Rev. 6/79)