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HomeMy WebLinkAboutEAGLE RIVER HEIGHTS BLK 8 LT 5 S2Onsite File Ea!gle Ricver Municipality of Anchorage On -Site Water and Wastewater Program • (907) 343-7904 Page of ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP191348 PID Number: 050-281-21 Dwelling: ® Single Family (SF) ❑ Duplex (D) ❑ Multiple (SF and/or D) Project: ❑ New ® Upgrade Name: DONALD & CATHERINE MCQUIGG ABSORPTION FIELD - EXISTING ❑ Deep Trench ❑ Shallow Trench ❑ Bed ❑ Mound Address 10111 LEE STREET, EAGLE RIVER ❑ Other Phone Number of Bedrooms Soil Rating Total depth from original grade 4 GPD/SF Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade Ft. Gravel depth beneath pipe Ft. Subdivision Block Lot Fill added above original grade Ft. Gravel length Ft. EAGLE RIVER HEIGHTS 8 5S2 Township Range Section Gravel width Ft. Beds: Number of Lines Distance between lines Ft. SEPARATION DISTANCES To Septic Absorption Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Lift Station Tank Line Ft' -- -- Ft. Well 100'+ NA NA NA NA TANK ® septic ❑ S.T.E.P. ❑ Holding ❑ other Manufacturer GREER Capacity 1250 Gal. Surface water 100'+ NA NA NA Material HDPE Number of compartments 2 Lot Line 5'+ NA NA NA NA Foundation 101+ NA NA NA LIFT STATION Manufacturer Capacity Gal. Curtain Drain NA NA F NA NA Remarks Existing septic tank decommissioned Pump on level at in. Pump off level at in. High water alarm at in. per code. Pump make and model Electrical Inspections performed by PIPE MATERIAL House to tank 3034 Tank to 3034 drainfield Installer NORTHERN EXCAVATION Drainfield co/MT 3034 Inspector FWCS / MNA BENCH MARK (Assumed elevation) 100 ft Inspection 1s 8/22/19 8/23/2019 Location and description 2nd 3rd 4`h BOTTOM OF SIDING COMMUNITY DEVELOPMENT DEPARTMENT APPROVALlaw, OF A ®<5��......... .4��, Conditional Approval: Date /4c '--" �* 49THW *� ,A MICHAEL N. ANDERSON.• G� No. CE 9489 8/23/19 Approve � n n, pp t't-. ~ Date 't r �r� lssio�Pti �........• � o s ®®a®o Inspection Report_9-1-12.doc EAGLE RIVER HEIGHTS BLOCK 8, LOT 5 S2 PID: 050-281-21 PERMIT: OSP191052 S 89°59'00"E 263.90' x Ln 4.0' CANT A -C=58.4' B -C=57.3' A -D=63.0' B -D=61,5' 35.8' 8 00 N 6.3' W U � �z M W 0 BM W 25.7; GR PVE'� 111.8' ° w H Ln N 0 z �_ �CO ', o NEW 1250 -GAL S. T. I --I LINE JETTED / CLEANED 10.0'x16.2' SHED SCALE: V = 30' SEPTIC SECTION PREPARED FOR: SUPPORT®SERVICES: DONALD & CATHERINE MCQUIGG ��� OF ALBA EAGLE RIVER HEIGHTS BLOCK 8, LOT 5 S2 I 10111 LEE STREET, EAGLE RIVER, AK 99577 491H 1Y* Michael N. Anderson, P.E. DATE: 8/23/2019 MICHAEL N. ANDERSON N. CE 9469 �� 4661 Natrona Ave. DRAWN: FwCs � S� Anchorage, Alaska 99516 '�dD 8/23/19 0 (907)727 8864/FAX: (907)345 1391 SCALE: 1" = 30' '�FESStO�� MUNICIPALITY OF ANCHORAGE Ori -Site water & wastewater Program PO 1 �UU�G 4700 Fb ore Rgac Anchorage, Araaka 99519-6650 Fr.one: (907) 343-7904 Fax: (907)343-7997 hlIp A.%ww.muni.crgoralte On -Site Wastewater Disposal Syslem Permit Pormit Nurnbot, OSP191345 Wo rk Type; Septi cTarik Upgrade T, -IK �9dip N%mrh4or: OtX0:18121 1) Site Legal Add res a,. EAGLE RIVER HEIGHTS 13L 3 LT 5 $2 0;0053 Site Mailing Address: 10111 LEE ST, Eagle River Owner: n1IOQUIGG DONALD & CATHERINE DesFgn Engineer. ANDERBON GON TRUCTION & ENG INEERrNG This perrnIt Is fir the constru Won of, Effective D ala Expiration Dake-. Lot Size in SSI Ft: Total Bedrooms= IM01 g IZ2020 43560 LJ Disposal Field L%A Seplio Tarek L7 Holding Tank L Priyy ❑ private Nell ❑ Dater 8Wa ge AI] emstruC66rr !AKaII bQ 1 r a"Ordarl�o With; 1. The attached approved d eaig n. 2. All req ulrements spe-cified in An ahQrage M un IQIpa1 code Chapters 15.55 and 15,65 and the B1ata of Alaska 1 avowatbr Di a pO&AI Rsgu la.tions � 18AA 72) snd Drinking Weser Regulali ons (h 8AA080 ) S. Thqp wsatawatar coda f%quir-pg IngpWtlpng �j6jrin9 the inelalla6Dn, The en:glnaer shall notify lhv Dovoloprnont -Services Departnenl per AMC 15-65. Provido notification by calling (907) UX7904 (2417)- 4. 1•rom October 15 to Agrll 15, a suburface soil absorplion system under construction during freezing weatber sh alll be a ether; a. Opened and Closed on the same day, or b. Qpvered, sealed, and hsatod to prevent freezing SpLieial Provislons' Bedroom count shall be resolved with MOA Property AppraisQl prior to inspoQtion report a pprovn . 811 411 9 Received By: f Issued By; ('ana-a Date= h -01 4 F.PZAAIS MUNICIPALITY OF ANCHORAGE A -W. Development Services Department � ,.� .. Phone: 907-343-7904 On -Site Water & Wastewater Section �`� Fax: 907-343-7997 ON-SITE SEPTICIWELL PERMIT APPLICATION Parcel I.D. 050-281-21 Property owner(s) DONALD & CATHERINE MCQUIGG Day phone 9072276794 r\Aailinn arlrirPq_ 10111 LEE STREET, EAGLE RIVER, AK 99577 Site address 10111 LEE STREET, EAGLE RIVER, AK 99577 Legal description (Sub'd., Block & Lot) EAGLE RIVER HEIGHTS BLOCK 8, LOT 5 S2 Legal description (Township, Range & Section) Lot Size 43,560 Sq. Ft. Number of Bedrooms 4 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field ❑ Initial El Single Family (SF) (w/wo AD U) Septic Tank ® Upgrade ® Duplex (D) ❑ Holding Tank ❑ Renewal ❑ Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A WAIVER REQUEST FOR: Distance: certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. FWCS - Brent Western (Signature of property owner or authorized agent) Permit/Rush Fees: 01Z Date of Payment: )VIL? Receipt Number: �i 9a Permit No. j5P� Waiver Fees: Date of Payment: Receipt Number: Waiver No. GADevelopment Services\Building Safety\On Site Water and Wastewater\Forms\Client FormsTermit Application.doc Michael N. Anderson, P.E. Civil/Structural Engineering and Construction 4661 Natrona Ave. Anchorage, Alaska 99516 Phone 345 -3377 / Fax 345 -1391 Support Services Brent M. Western 907-440-4601 August 7, 2019 Municipalities of Anchorage Departments of Health and Human Services P.O. Box 196650 Anchorage, Alaska 99519-6650 Fax 249-7847 RE: SEPTIC TANK UPGRADE PERMIT LEGAL: EAGLE RIVER HEIGHTS BLOCK 8, LOT 5 S2 To whom it may concern: The owner has requested we proceed forward to obtain a septic permit to upgrade the aged septic tank on the subject lot. The proposed upgrade will serve the existing 4- bedroom house. The lot and adjacent lots are served by private wells. The proposed design will not impact any of the neighboring properties due to the lot layout. Please contact Brent M. Western or me if you have any questions. Sincerely, Michael N. Anderson, P.E. Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP191348, Rebecca Carroll, 08/13/19 Michael N. Anderson, P.E. DONALD & CATHERINE MCQUIGG Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP191348, Rebecca Carroll, 08/13/19 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 NAME LEGAL DESCRIPTION ~ ~ _ Absorption area Dwelling I Material Inside length W dth PHONE [] NEW Well DISTANCE TO: Manufacturer ILiq. capacity in gallons IF HOMEMADE: DISTANCE TO' Well Manufacturer DISTANCE TO: I No. of lines Length of each liBt~ Top of tile to finish grade ~ Length WidthL' Type of crib Crib diameter DISTANCE TO: IClass Depth DISTANCE TO Building foundation Dwelling Foundation Total length of Material beneath tile Depth Crib depth Building foundation Driller Sewer line OTHER PIPE MATERIALS SO~ ~ TEST~R~T~ NG I NS~.A I~LER REMARKS Material Nearest lot line Trench width-, ~5~inches (.NO. OF BEDROOMS PERMIT NO. No. of compartments Liquid depth PERMIT NO. Liquid capacity in gallons PERMIT NO. Distance be~7~ nes Total effectivd abs~:~barea PERMIT NO. Total effective absorption area Nearest lot line Distance to lot line PERMIT NO. Septic tank Absorpt on area(s) APPROVED /, DATE 72-01'3 (Re~3/78) LEGAL I-I SOILS LOG ~tevem A. Johnson P,O. Box 76 Chugiak, AK 99567 Phone: 907-688-3085 PERCOLATION TEST SOILS LOG - PERCOLATION TEST PERFORMED FOR: LEGAL DESCRIPTION: 1 2 3 4 5 6 7 8 9 11 12 13 14 15 17 18 19 2O COM M E N TS m r i 15-' WAS GROUND WATER ENCOUNTERED? SITE PLAN L.E Et.. E IF YES. AT WHAT DEPTH? Gross Net Depth to Net Reading Dele Time Time Water Drop I io/~Jl~ ~4 ~,~ ~4~,~ PERCOLATION RATE TEST RUN BET~NEEN 13, (0 (minutes/inch) FT AND ~1 FT PERFORMED BY: 72-OO8 (7/76) DATE: i0 / GREI""C.R ANCHORAGE AREA BOR' 'JGH Department of Environmental Quality 3330 C Street Anchorage, Alaska 99503 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYST LOCATION MAILING ADDRESS. LEGAL DESCRIPTION PHONE SEPTIC TANK: DISTANCE FROM WELL INSIDE LENGTH MANUFACTURER MATERIAL NUMBER OF COMPARTMENTS INSIDE WIDTH LIQUID DEPTH LIQUID CAPACITY '"; GALLONS. SEEPAGE PIT: NUMBER OF PITS __. LINING MATERIAL *~ ~. BUILDING FOUNDATION ADDITIONAL ABSORPTION DIAMETER CRIB SIZE: NEAREST LOT LINE ~" OR WIDTH LENGTH DEPTH DIAMETER ¢~' DEPTH ~ DISTANCE FROM: WELL TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA) /' ' SQ. FT. WELL: TYPE BUILDING EOUNDATION __ CESSPOOL APPROVED. CONSTRUCTION NEAREST LOT LINE OTHER SOURCES DISAPPROVED DEPTH DISTANCE FROM: NEAREST SEPTIC SEEPAGE SEWER LINE TANK SYSTEM. REMARKS DISTANCES: INSTALLED BY: , r PIPE MATERIAl · LOT SLOPE: REMARKS: Form No. EQ-031 DIAGRAM OF SYSTEM DATE APPROVED ? ~ ': / G.A.A.B. GReaTEr ANChOragE Area BOROUgh  DEPARTMENT OF ENVIRONMENTAL QUALITY 3330 "C" STREET ANCHORAGE, ALASKA 99503 TELEPHONE 274-456 I SEWAGE DISPOSAL SYSTEM -- APPLICATION AND PERMIT COMPLETION DATE ANTICIPATED PERMIT NO. PHONE , OTHER NOTE: THIS PERMIT IS NOT VALID WITHOUT SOIL TEST FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE DEPARTMENT OF ENVIRONMENTAL QUALITY AUTHORITY WILL BE SUBJECT TO PROSECUTION. 1000 SEPTIC TANK SIZE MINIMUM DISTANCES, REQUIREMENTS FOUNDATION TO SEPTIC TANK ~'1 FOUNDATION TO SEEPAGE Pit ~.{~ t lC' SEPTIC TANK TO SEEPAGE PiT WALl SEPTIC TANK ., SEEPAGE PIT TO NEAREST LOT LINE. DRAIN Field WATER MAIN TO SEPTIC TANK DRAIN FIELD DRAIN FIELD .,DRAIN FIELD SEEPAGE PIT ALSO CONSIDER AREA WELLS. SEEPAGE PiT TO RIVER, LAKE, STREAM. DRAIN FIELD CAST IRON INTO AiNi? OUt Of SEPTIC TANKI AND INTO CRIB CROSS!,NG GaP OF EXCAVATION 5 FEET INTO UNDISTURBED SOIL. 4 INCH DIAMETER CAST IRON SIPHgN PIPES ON SEPTIC TANK AND SEEPAGE PIT FITTED WITH AIRTIGHT REMOVABLE CAPS. GRAVEL BACKFILL CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION. TYPE DIAGRAM OF SYSTEM I CERTIFY THAT ] AM FAMILIAR WITH THE REQUIREMENTS OF ~.~' GREATER ANCI"[ORAGE AREA BOROUGH ORDINANCE NO. 28-68 AND THAT THE ABOVE Performed For 'One res1 is ~or~h a ~ho~sand o~mions" · S828 TUDOR ROAD. ANCHORAGE, ALASKA gg'~O? · TELIPHON[ 333-8472 C~r~t~ ~T~mbin~ ~ m Date Performed 3/10/75 Leaal Descrintion: L~35-Dlocl~,-~2 Subdivision Eagle River Heights This Korm Renorts So ls L~Q li~__ =~- YES ~' Percolation Test Qe~th Feet Soil Characteristics 15 Reddish Silt Dry Brown Silty Sandy Gravel 225 S.F./B.R. BOTTOM OF TEST PIT Was Ground Water Encountered? NO Yes, At what Depth? I Reading Date Gross Time Net Time Depth to H20 Net Drop Percolation Rate Ilinute Proposed Installation: Seeoaae Pit YEs Drain Field Deoth of Inlet Depth To Bottom Of,Pit Or Trench C~N~ENTS: ~ Bedroom house. No qround water, or bedrock encountered. Grab sample takeh for gradation 15' ~est Performed By NmR1 ~. ~Tn,~nnm Data Certified By: CONSTP.UCTIO!~I TEST L Date: 3/11/75 GREATER ANCtlOkt\G~ At<LA UOROU(,~ iJepartmen~ of [_l~vironmenLa] Quality 3330 "C" S[reet Anchorage, Alaska ~9b03 · '4()11,S I,()(;I~'EROI,ATION TEST Perforn~d for / ~ - ~, ' T~'~ ~te .. ~,_ ..... ~'~,'~_ __~ _~S~]~-~-Z ....................... Legal Description: This form reports: Soils log ................. Percolation test Depth Feet lO- ll - 12- 13- 14- t~a~"~round water encountered? If yes, at what depth? Reading Date Gross Time Net Time Depth to Woter [let Uroy Percolation rate minute. -Proposed installation: Seepage Pit .............. Drain Field Depth of Inlet Depth to bottom of pit or trenci, COMMENTS: 040 (6/74) ert ifiei rillhtg by OOC Co. ao& ~:' :~"" /~.o ~ ~ LEE ~r ~DDRESS . ,eton ~VMS£R ,? '~/ 0 6'? 6' . 1~CIPALITY OF ANCHORAGE DEPT. OF HEALTH & EIII~RONB4EN TAL PROTECTION OCT 1_ 2 1979 SULLIVAN WATER WELLS P. O. BOX 272, CHUGIAK, ALASKA 99~7 · TELEPHONE 688-2759 RECEIVED DEPTH OF WELL /,/ STATIC LEVEL OF WATER Fr. DRAW DOWN FT. ~ ! GALS. PER HR KIND OF CASING /! fiND OF FORMATION: From_ ,Ft. to ,. Ft. From FI. to Ft From _ , Ft. to ,,_Ft. From , , Ft. to ,_Ft. From Ft. to Ft. From ,Ft. to Ft. From Ft. to Ft. From From ~ From From From ._ From __ From From __ From .- From From. From__ From __ From FI. to--Ft. FI. to .Ft. FI. to Ft. .Ft. to ,Ft. FI, to FI FI. to_ _Ft. FI. lo Ft. FI. to Ft. FI. to Ft. FI. to Ft. Ft.t~ Ft Ft. to~-Ft _ Ft. to Ft. .FI. to ' Ft. FI. to__Ft. .FI. to Fl. Ft. to FtL MISCL. INFORMATION: DRILLER'S NAME MUNICIPALITY OF ANCHORAGE a` Development Services Department P p Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 Certificate of On -Site Systems Approval Parcel I.D. 050-281-21 1. GENERAL INFORMATION Expiration Date: Complete legal description EAGLE RIVER HEIGHTS BLOCK 8, LOT 5 S2 Location (site address) 10111 LEE STREET, EAGLE RIVER, AK 99577 12-S_iy Current property owner(s) DONALD & CATHERINE MCQUIGG Day phone Mailing address 10111 LEE STREET, EAGLE RIVER, AK 99577 Real estate agent Day phone 2. TYPE OF DWELLING: ❑ Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 4 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Private Well ® Private Septic Water Storage ❑ Holding Tank ❑ Community Well ❑ Community ❑ Public Water System ❑ Public Sewer ❑ Waiver request for: Distance: Received by: Date: COSA to be released to the engineer, unless otherwise requested by the engineer. COSA Fee $ 6-5-D Date of Payment $` 211 �� C)no�._ Receipt Number "1501 tN COSA # 04j(__n�j�g Waiver Fee $ Date of Payment Receipt Number Waiver # 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, based on procedures outlined in the Certificate of On -Site Systems Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is (are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. I acknowledge that On -Site staff may visit the site to verify the information submitted. Name of Firm ANDERSON CONSTRUCTION & ENGINEERING Phone 345-3377 Address 4661 NATRONA AVENUE, ANCHORAGE, AK 99516 Engineer's Printed Name MICHAEL N. ANDERSON, PE Date 8/19/2019 Comments: This investigation was completed in compliance with MOA guidelines, regulations, and best industry practices / methods. The assessment of the condition of the well and septic applies only to the conditions as of the day tested. The flow and absorption rates may change due to subsurface conditions that may not be observed from the surface, changes in land use, local soil characteristics, groundwater levels that may fluctuate during the year, quality of construction (workmanship & materials), the water usage of the family being served by the system and maintenance. The operational life of all well and septic systems are subject to these various and dynamic characteristics and are outside the control of the evaluator of the well and septic system. Therefore, any estimate of how long a system will function satisfactory for current or future occupants or guarantee that no unseen encroachments, deficiencies or discrepancies exist can be given by !p and Anderson Construction & Engineering. 6. DSD SIGNATURE System #1 Approved for System #2 Approved for Disapproved Conditional approval for bedrooms bedrooms 01 :4 9 1� 1111CHAEL N. ANDMMOR. 1 No. CE 9488 / 8/19/19 'V eslo�= bedrooms, with the following stipulations: ff� By; Original Certificate Date: �! The Municipality of Anchorage Development Services Division (DSD) issues Certificates of On -Site Systems Approval (COSA) based only upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. mom"111111IF_T01:Vil�'ll,1&_3 COSA Checklist X Septic System Advisory Well Flow Advisory COSA Checklist blue sheet Nitrate Advisory >61 Arsenic Advisory Other Legal Description: EAGLE RIVER HEIGHTS BLOCK 8 LOT 5 S2 Parcel ID: 050-281-21 If more than 1 septic system on lot: COSA Checklist # _of Structure served by this system _ A. WELL DATA ® Well log is filed with Onsite (or attached) Date drilled 1979 Total depth 116 ft Cased to 116 ft ® Sanitary seal is functioning correctly ® Wires are properly protected Casing height (above ground) 18+ in. Date of flow test for COSA 5/14/2019 Static water level at beginning of test 78 ft. Well production at time of test 3.6+ gpm Comments B. TANK DATA — 8/22/2019 - NEW 1250 -gal Age of tank(s) 0 years Tank type/material SEPTIC / HDPE Measured operating fluid level in septic tank ® Standpipes/foundation cleanout per record drawing Date of pumping NA — NEW TANK Water storage tank volume NA gallons Well disinfected for coliform test? ❑ Yes ® No ® Coliform bacteria is Negative Nitrate 8.5 mg/L ❑ Nitrate less than MRL (ND) Arsenic ug/L ® Arsenic less than MRL (ND) MI Collected by '• Date of Sample 8/19/2019 C. LIFT STATION - NA ❑ Required maintenance completed Age of lift station years Lift station material Comments: D. ABSORPTION FIELD DATA — Trench: 80'L x 3'W x 5'ED — 193 SF/BR = 800 SF Which system tested (date installed) 10/1979 & 1975 Adequacy test date 5/14/2019 ® ALL standpipes present per record drawing Results N Pass For 4 bedrooms Total measured depth from grade 9.75 / 11.1 ft (max) Fluid depth prior to test 29 / *12 in Measured depth to pipe invert from grade **see below ft Water added 600 gal (min) ❑ N/A — pressurized field New depth 40 / *6 in ® Monitor tubes go to bottom of effective. If not, state Elapsed time 1380 min depth into effective 4'+/- Trench 14.8' Crib Final fluid depth 29 / *13 in ® Code -required soil cover over field Absorption rate 600 gpd ❑ System presoaked Any rejuvenation treatment (past 12 months) N (Required if vacant for greater than 30 days prior to date of test) If yes, enter date Gallons introduced gallons FWES Comments/Deficiencies: Trench / Crib interconnected. *Below top of crib. No inverts — data inferred based'� on observations / measurements & MOA docs. Bottom 1-1.5'+/- ED in MTs appear not measureable No backing into tank during test. Absorption system (Crib / Field) is operating in the top half of the effective depth (ED) COSA Checklist.docx E. SEPARATION DISTANCES From Private Well on Lot to: (Please enter distances if less than required or if community well) Septic Tank/Lift Station on Lot > 100' ® Yes if No Community Sewer Manhole/Cleanout > 100' ® Yes if No ft ® Yes if No Neighboring Tank > 100' ® Yes if No ft Private Sewer/Septic Line > 25' ® Yes if No Absorption Field on Lot > 100' ® Yes if No ft Holding Tank > 100' ® Yes if No Neighboring Absorption Fields > 100' Surface Water > 100' ® Yes Animal Containment > 50' ® Yes if No ® Yes if No ft Manure/Animal Excreta Storage > 100' Community Sewer Main > 75' ® Yes if No ft ® Yes if No From Septic/Holding Tank on Lot to: (Please enter distances if less than required) Building Foundations > 10' ® Yes if No ft Wells on Adjacent Lots: Property Line > 5' ® Yes if No ft Private Wells > 100' ® Yes if No Absorption Field > 5' ® Yes if No ft Water Main > 10' ® Yes if No ft ® _ Water Service Line > 10' ®Yes if No ft Community Wells > 200' Yes if No Surface Water > 100' ®Yes if No ft If septic tank is under driveway comment below From Absorption Field on Lot to: (Please enter distances if less than required) Building Foundation > 10' ® Yes if No ft If absorption field is under driveway comment below Property Line > 10' ® Yes if No _ ft Wells on Adjacent Lots: Water Main > 10' ® Yes if No ft Private Wells > 100' ® Yes if No —ft Water Service Line > 10' ® Yes if No ft Community Wells > 200' ® Yes if No Surface Water > 100' ® Yes if No ft F. ENGINEER'S COMMENTS OF Z4 G. ENGINEER'S CERTLFICATION 1 certify that 1 have determined through field inspections and review ®* 'L�9 TH of Municipal records that the above systems are in conformance with MOA COSA guidelines in effect on this date. p MICHAEL N. ANDERSON. `Grp No. CE 9469 .• �7 COSA Checklist copy.docx' ..$/22/19•,�'� �F'ESSSO��' ft ft ft ft ft ft ft ft / I N 1/2 of Lot 5 j WOODEN FENCE I o I S 8'59'00" 263.9,0' in WELL 111.8' 35.8' CONCRETE I, s3• o: z o .' PATIO I LLI 4.0' CANT o,,, ! SEPTIC 1r� 'cRf`4 .; PIPES a LJ nNW3.8 �f} LJ tD IX o O N. 119.9' T V �25. ' WOODEN FENCE—`o ' L&J 0\ N �: 10.0'x16.2' SHED o LAJo \ O N o S1/2 of Lot 5 GR00- 43,544 S.F. 12.1'x20.5' Z r GREENHOUSE N 89'59'00"W 263.90' i I I WOODEN FENCE I 33.0' i I 33.0' Lot 6A I Lot 6B I I PLOT PLAN ___ AS BUILT X SCALE 1" 50' GRID NW 0053 Project No. 19-425/A2 11500 Daryl Avenue, Anchorage, Alaska 99515-3049 Lang & Associates, fnC. (907) 522-6476 Phone oOOOoop (907) 522-4625 Fax _a4 Q A Professional Land Surveyors ken6longsurvey.com v Jonathan®longsurvey.com 0�'� ,• S Q I hereby certify that I have surveyed the following described property: SOUTH 1/2 OF LOT 5, BLOCK 8, EAGLE RIVER HEIGHTS -1957 ADDN. (PLAT No. P-588) Anchorage Recording District, Alaska, and that the improvements situated thereon are within the property lines and do not encroach onto the property adjacent thereto, that no improvements on the property lying adjacent thereto encroach on the surveyed premises and that there are no roadways, transmission lines or other visible easements on said property except as indicated hereon. Dated this the Day of�t�` e , i� °� at Anchorage, Alaska It is the responsibility of the owner to determine the existence of any easements, covenants, or restrictions which do not appear on the recorded subdivision plat. 49TH .7 KENN i cr t ��{� 4S-520 . •'' y�G VO�O�SIONA`•Q,,�Q 4000`0 AECC963 I'll I MU., "v,. ' 3. z r DEVELOPMENT DEPARTMENT • and Wastewater Section r Nitrate Advisory Certificate of On -Site Systems Approval # osc191388 Subdivision: Eagle River Heights , Block: 5, Lot:S S2 A water sample revealed a nitrate concentration of 8.5 milligrams per liter (mg/L). The Environmental Protection Agency (EPA) has established a maximum contaminant level (MCL) of 10.0 mg/L for public drinking water systems. While private wells are not subject to this regulation, EPA standards are based on existing health information and can therefore be used to gauge the relative quality of water from private wells. Please see the attached "Nitrate Fact Sheet" for important information regarding nitrate. This advisory must be attached to all copies of the subject Certificate of On -Site Systems Approval. 0M,50 ---mg om From Northern Testing Laboratories, Inc. Nitrate is a negatively charged compound of nitrogen and oxygen, which is very soluble in water. Nitrate is not readily filtered or otherwise removed in the soil and can pass rapidly into ground water wells. SOURCE: Nitrate is a major component of fertilizer and wastewater. Often the nitrate is in the form of ammonia or protein first, which through contact with oxygen and certain bacteria, converts to the oxidized form known as nitrate. Sources of nitrate from wastewater include urea, ammonia cleaners, food solids, and bacterial cells. It may also result from the breakdown of organic matter buried in the soil. TOXICITY: Nitrate is generally not toxic to adults or children over the age of two or three years, but is associated with a potentially fatal infant disease called methemoglobinemia. In the digestive system of young children, nitrate converts to nitrite, which can pass through the intestinal wall into the blood stream. There it combines with the hemoglobin and interferes with the ability of the blood to carry oxygen. For this reason, methemoglobinemia is referred to as "blue baby" disease. The EPA limits the concentration of nitrate in public drinking water supplies to 10 mg/L. The standard has been lowered from a previous level of 45 mg/L set by the US Public Health Service and the World Health Organization. TREATMENT: due to its solubility in water and negative ionic charge, filtration and other common home water treatment systems such as softening or iron filtration does not readily remove nitrate. The best method for limiting nitrate in well water is source control. This can include avoiding overdosing of fertilizer near the well and maintaining good separation distances between septic tank leach fields and the well. A special anion exchange filterthat contains a media with a strong affinity for negatively charged ions in water, or by a reverse osmosis treatment system or distillation can remove nitrate. TESTING: Nitrate analysis is usually done by one of the several "wet chemical" methods using a spectrophotometer to read the final color endpoint. Specific ion electrodes also can be used to detect the activity of nitrate in water. This laboratory uses several different wet chemical methods approved under the public water supply laboratory certification program. They also have test kits available, which the laboratory uses to perform an inexpensive "screening test", and with which the homeowner can monitor the change in nitrate levels from their well. They recommend comparing the test kit results against a certified analysis from the lab occasionally to verify the accuracy of the kit. We recommend using a specially prepared bottle that has been rinsed in hydrochloric acid for collecting samples. 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 o5o281 \ Parcel I.D. # 1. GENERAL INFORMATION Complete legal description $ 1/2, L5, B8 EAGLE RIVER HEIGHTS SUBDIVISION (1957 ADDITION) Location (site address or directions) 10135 LEE STREET Property owner· JOHN T. BECKHAM Mailing address 101!i LEE STREET Day phone 753-2583 EAGLE RIVER, AK 99577 Lending agency AK [LqA CRRF)TT []NTON Ma'iling address ANCHORAGE, AK Day phone Agent Ad dress Day phone Unless otherwise requested, HAA will be held for pickup. NUMBER OF BEDROOMS: TYPE OF WATER SUPPLY: Individual well Community welt Public water NOTE: TYPE OF WASTEWATER DISPOSAL: Individual on-site Holding tank Community on-site Public sewer NOTE: XX If community well system, provide written confirmation from State ADEC attest- ing to the legality and status of system. 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 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. Eagle Riv.. ngL':ccA, ' Sen ices P.O. ~ox 773294, Eagle Ri~r, AK 99577-~2~ Name of Firm Address Engineer's signature Phone 694-5195 Date 7/29/97 DHHS SIGNATURE '/ Approved for 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. 72~25 (Rev. 1/91) Back MOA f¢21 Legal Description: A. WELL DATA Well type /~,A",~d,4T&~ Log present (Y/N) Total depth /i~ ~ Sanitary seal (Y/N) Munici ali o MuNiCIPALITY OF ANCHORAGE ~^r-, ........ P ty fAnchorage ENVJRONMENTALSF-RVI~-~S,~N DEr~n/IVll:N/(JF HEALTH & HUMAN SERVICES -, '~ ~9~ Environmental Services Division JUL o 825 L Street, Room 502- Anchorage, Alaska 99501-(907) 343-~7~t E IV E D Health Authority Approval Checklist y If A, B, or C, attach ADEC letter. ADEC water system number Date completed r~ ~'~"~-,~v~"~ "~' Cased to I/~; ' Casing height (above ground) Date of test Static water level Well production WATER SAMPLE RESULTS: Coliform Date of sample: ~7 - B. SEPTIC/HOLDING TANK DATA Date installed /'~ ? 5;' Tank size Foundation cleanout (Y/N) Date of Pumping '7- C, ABSORPTION FIELD DATA Date installed /~/~ Length ~ Width Effective absorption area Date of adequacy test Wires properly protected (Y/N) FROM WELL LOG AT INSPECTION i ~'~5 ~-/~ -'~ 7 ! ;i~ g.p.m. ~o 3' g.p.m. Nitrate ~. ?/ '~,~/~ Other bacteria g--,.z~' ~'~ 7 Collected by: /'~> Number of Compartments '~ Cleanouts (Y/N) _ Depression (Y/N) /V High water alarm (Y/N) Pumper ']/~ £ Soil rating (ff~o~-or fF/bdrm) ~ Gravel thickness below pipe ~ Monitoring Tube present (Y/N) Results (Pass/Fail) Fluid depth in absorption field before test (in.); Fluid depth ~ (ins) Minutes later: Peroxide treatment (past 12 months) (Y/N) 72-026 (Rev. 3/96)* System type ~',~¢,--',~ :5 ~ Total depth //~ · Depression over field (Y/N) __ For ~" Immediately after ?/.r gal. water added (in.): Absorption rate = -~- ~( c~ .g.p.d. If yes, give date ~ bedrooms D. LIFT STATION /~ j Date installed Manhole/~/N) High w~alarm level at* Cyc~s tested Size in gallons "Pump on" level at* *Datum "Pump off" level at* E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic/holding tank on lot ~-/~ ~ On adjacent lots 'f/~,, ' Absorption field on lot -~/~ i On adjacent lots Public sewer main Public sewer manhole/cleanout f/¢ o" Sewer/septic service line Lift station SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Foundation z.// ' Property line /-/o ' Absorption field Water main/service line. v-/¢ ~ Surface wateddrainage "/'"'~" Wells on adjacent lots ,'/,,," SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line /~ Building foundation '/~ /~ Water main/service line Surface water -~ ,~ ' Driveway, parking/vehicle storage area Curtain drain Wells on adjacent lots ~',',~ ~ ' ENGINEER'S CERTIFICATION I certify that I have determined thru field inspections and review in conformance with MOA HAA guidelines in effect on this date. Signature ~' Engineer's Name Date ?- ~ ~,- HAA Fee $ ~ ~ Date of Payment 7./~////~ ~- Receipt Number .-~/~"~// 72-026 (Rev. 3/96)* Waiver Fee $ Date of Payment Receipt Number CT&E Environmental Services Inc. CT&E Ref.# Client Name Project Name/// Client Sample ID Matrix Ordered By PWSID 973938001 Eagle River Engineering Eagle River Hts L5 B8 Eagle River H~s L5 B8 Drinking Water 0 Sample Remarks: Client PO// Printed Date/Time 07/21/97 16:18 Collected Date/Time 07/18/97 09:30 Received Date/Time 07/18/97 13:55 Technical Director: Stephen C. Ede Parameter NJtrate-N Total Cotifo~m Resutts 3.71 4 OB W/O COLI PQL 0.500 Units Attowabte Prep Anatysis Nethod Limits Date Date Init mg/L SM18 4500-NO3F 10 max SM18 92ZZB 07/19/97 JRJ 07/18/97 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION DIVISION OF ENVIRONMENTAL HEALTH CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL OF ON-SITE SEWER AND WATER FACILITY 264-4720 Application Date~ _.,~ GENERAL INFORMATION (a) (b) Lega~l Description~(include lot, block, subdivision, section~[ownship, range) Location~z/~/, ~'~(address or_direc~ Applicant Name./"~f-'~', ~)~-~-~' Telephone: Home ~' ?~"-?'~- ~-~- Business Applicant Address (c) Applicant is (check one): Lending Institution []; Owner/I;u.d~er ~r; Buyer []; Other r-I (explain); (d) Lending Institution Telephone (e) Telephone (f) ,Z~-'~e HAA to the following address: Address Real Estate Company and Agent Address ,~ ~' / TYPE OF RESIDENCE Single-Family'~' Multi-Family Number of Bedrooms Other WATER SUPPLY Well~' Community [] Public [] Individual Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. SEWAGE DISPOSAL Onsite/~ Public [] Community [] Holding Tank Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. Page 1 of 2 72-025 {11/~4) ENGINEERING FIRM PROVIDING INSPECTIONS, TESTS, FILE SEARCH, DATA AND INFORMATION As certified by my seat affixed hereto and as of the validation date shown below, I verify that my investigation of this Health Authority Approval shows that the on-site water supply and/or wastewater disposal system is safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is in compliance with all Municipal and State codes, ordinances, and regulations in effect on the date of this inspection. Name of Firm ~ & .~ c~T,~,~ ........ Telephone Address '~. ,'..~LE ~IIVFD p~e ...... / Date ..... / / Approved for /-' ~-~.-bedrooms Approved ~ Disapprove~ Terms of Conditional Approval CAUTION The Muncipalit¥ of Anchorage Department of Health and Environmental Protection (DHEP) issues Health Authority Approval certificates based solely upon the representations given in paragraph 5 above by an independent professional engineer registered in the State of Alaska. The DHEP does this as a courtesy to purchasers of homes and their lending institutions in order to satisfy certain federal and state requirements. Employees of DHEP do not conduct inspections or analyze data before a certificate is issued. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. Page 2 of 2 72-025 {1 ,/84) MUNICIPALITY OF ANCHORAGE (MOA) HEALTH AUTHORITY APPROVAL (HAA) CHECKLIST - FEBRUARY 1984 264-4720 Legal Description: MUNI'ClPALfTy. OF' ANCHORAGE DEPT. OF HEALTH & ENVIRONMENTAl. PROTECTIo/~ JUN 2 4 WELL DATA Well Classification Well Log Present (Y~) Total Depth ~/', J~, Cased to Static Water Level Casing Height Above Ground Electrical Wiring in Conduit Separation Distances from Well: To Septic/I ',o',d:,r.G Tank on Lot To Nearest Edge of Absorption Field on Lot If A, B, C, D.E.C. Approved (Y/N) Date Completed ~¢.4off-.- I '~1 ~'~ Yield '~ ~'~ Depth of Grouting -- Pump Set At Sanitary Seal on Casing (~N) Depression Around Wellhead (Y/,,~) ; On Adjoining Lots t ~.~12> ~-~ ; On Adjoining Lots To Nearest Public Sewer Line Cleanout/Manhole Water Sample Collected by Water Sample Test Results Comments ~ ~¢J¢-~-- To Nearest Public Sewer To Nearest Sewer Service Line on Lot ~ dc' B. SEPTIC/H~L"B~I~ TANK DATA Date Installed ~ - I,~ Standpipes~N) Air-tight CapsO/N) Depression over Tank (Y&I~~ Pumping/Maintenance Contract on File (Y/N) Holding Tank High-Water Alarm (Y/N) Separation Distances from Septic/I,,i~d+¢~ Tank: To Water-Supply Well To Property Line To Water M&:,~/Service Line Course Size /~',.~'~) No. of Compartments Foundation Cleanout (Y/,~i)_ Date Last Pumped ~,-~.Z.-~,~' ¢'~/~ ; for Temporary Holding Tank Permit (Y/N) I~:=~'t.5,~ 't' To Building Foundation ~ 1 Jo' To Disposal Field To Stream, Pond, Lake, or Major Drainage Comments Page 1 of 2 72-026(1~/84) C. ABSORPTION FIELD DATA Soils Rating in Absorption Strata Width of Field Square Feet of Absorption Area Depression over Field (Y/~_ Results of Last Adequacy Test Separation Distance from Absorption Field: To Water-Supply Well ~ l,~,z. To Building Foundation ,O~:~ Lot ~~1~'~''~ f'~ ' To Water Mcafn/Service Line To Stream/Pond/Lake/or Major Drainage Course To Driveway~,Parking Area, or Vehicle Storage Area Comments~ [~) ~. 'c'~-j'''X~--~ z---~-~ Type of System Length of Field Depth of Field I \ ~ Gravel Bed Thickness (12./~" Standpipes Present ~[~1) Date of Last Adequacy Test / To Property Line To Existing or Abandoned System on ; On Adjoining Lots To C_~tbank (if present) I,,~/~. D. LIFT STATION Date Installed Dimensions Size in Gallons "Pump On" Level at High Water Alarm Level at Tested for Electrical Codes (Y/N) Manhole/Access (Y/N) /"Pump Off" Level at puVmep~'tn:(~'cl:s during Adequacy Test. Meets MOA Comments ** Check Permitted Bedroom Rating Against HAA Request ** I certify that I have checked verified or conformed to all MOA and.HAA gu delines Signed ¢~ ~, . E,'~GI~F..ERi[~ Date - ,' -SRB Receipt No. Date of Payment Amount: $ Page 2 of 2 in effect on the date of this inspection. 72-026 (11/84) t DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ~ 825 L Street - Anchorage, Alaska 99501 ENVIRONMENTAL ENGINEERING DIVISION J~UNIClPALITY OF ANCHORAGE Telephone 264-4720 ~ ~ut. t-{t ~ ~ DEPT. OF HEALTH & ENVIRONMENTAL P~:OTECTION E 'rE DIRECTIONS: Complete all parts on page 1. Incomplete requests will riot be processed. Please allow ten 1. PROPERTY OWNER MAILING ADDRESS PROPERTY RESIDENT (If different from above) PHONE 2. BUYER PHONE MAI LING ADDRESS 13. LENDING INSTITUTION I PHONE 'MAI LING ADDRESS 4. REALTOR/AGENT [ PHONE LEGAL DESCRIPTION 6. TYPE OF RESIDENCE NUMBER OF BEDROOMS [] One [] Four ~ SINGLE FAMILY [] Two [] Five [] MULTIPLE FAMILY ~ Three [] Six [] Other 7. WATER SUPPLY INDIVIDUAL* [] COMMUNITY [] PUBLIC UTILITY * ATTACH 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.) 8. SEWAGE DISPOSAL SYSTEM INDIVIDUAL/ON-SITE** [] PUBLIC UTILITY **If individual/on-site, give installation date If system is over two (2) years old an adequacy test is required by this Department. NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. 72-010(3/78) ~-~ THIS SIDE FOR OFFICIAL USE ONLY DATE RECEIVED INSPECTION APPOINTMENTS TIME TIME TIME DATE DATE DATE I NSP ECTOR INSPECTOR I NSP ECTOR DIRECTIONS: 1. TYPE OF RESIDENCE NUMBER OF BEDROOMS [] SINGLE FAMILY [] ONE [] THREE [] FIVE [] OTHER [] MULTIPLE FAMILY [] TWO [] FOUR [] SIX PERMIT NUMBER 2. WATER SUPPLY [] INDIVIDUAL DEPTH OF WELL [] COMMUNITY DATE DRILLED [] PUBLIC UTILITY Connection Verified LOG RECEIVED 3. SEWAGE DISPOSAL SYSTEM PERMIT NUMBER [] INDIVIDUAL/ON -SITE DATE INSTALLED []PUBLIC UTILITY Connection Verified INSTALLER []Septic Tank or [] Holding Tank Size: I '~.,~-O If Tank is homemade SOILS RATING give dimensions: TYPE OF TANK MANUFACTURER TOTAL ABSORPTION AREA MATERIAL 4. DISTANCESwELL TO: Septic/HoldingTank ]A~orl~tionArea SewerLine [ Nearest Lot Line Absorption Area to nearest Lot Line 5. COMMENTS ~PROVED FOR --_~ BEDROOMS ~ CONDITIONAL APPROVAL (letter must acco~p~y certificate) ~ DISAPPROVED DATE B ~EGA~ DESCRIPTION 72-010 (Rev. 3/78) MUNICIPALITY OF ANCHORAGE ~ ' ' ' ~ DEPARTMENT OF HEALTH & ENVIRONMENTAL PRO~E~IO~ ( Telephone 264-472~H, ~X~: '' ' ~ ~ DIRECTIONS: Complete all parts on page 1. Incomplete reques~ will not be proceed. Please allow ten (10) days for processing. 1. PROPE~OWNER PHONE MAILING ADDRESS PROPERTY R~SlDENT (If different from above) ' PHONE 2. BUYER PHONE MAILING ADDRESS 3, LENDING INSTITUTION [ PHONE I MAILING ADDRESS 4, REALTOR/AGENT ] PHONE I MAILIN6 5. LEGAL DESCRIPTION STREET LOCATION 6. TYPE OF RESIDENCE [~ SINGLE FAMILY [] MULTIPLE FAMILY NUMBER OF BEDROOMS [] One [] Four [] Two [] Five ~' Three [] Six [] Other 7. WATER SUPPLY /~ INDIVIDUAL* COMMUNITY [] PUBLIC UTILITY * ATTACH 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.) 8. SEWAGE DISPOSAL SYSTEM ~ INDIVIDUAL/ON-SITE** [] PUBLIC UTILITY **If individual/on-site, give installation date ,/~"~' If system is over two (2) years old an adequacy test is required by this Department. NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. 72~310(3/78) THIS SIDE FOR OFFICIAL USE ONLY DATE RECEIVED INSPECTION APPOINTMENTS TIME TIME TIME DATE DATE DATE INSPECTOR I NSP ECTOR INSPECTOR DIRECTIONS: 1. TYPE OF RESIDENCE NUMBER OF BEDROOMS [] SINGLE FAMILY [] ONE [] THREE [] FIVE [] OTHER [] MULTIPLE FAMILY [] TWO [] FOUR [] SlX PERMIT NUMBER 2. WATER SUPPLY [] INDIVIDUAL DEPTH OF WELL [] COMMUNITY DATE DRILLED [] PUBLIC UTI LITY Connection Verified LOG RECEIVED 3. SEWAGE DISPOSAL SYSTEM PERMIT NUMBER [] INDIVIDUAL/ON -SITE DATE INSTALLED []PUBLIC UTILITY _5 ' Connection Verified INSTALLER []Septic Ta, a,a~ or [~]Holding Tank ~ Size: /,-~' If Tank is homemade SOILS RATING give dimensions: 1 ~ --~ r TYPE OF TANK MANUFACTURER { /~ _¢_.~_~ TOTAL ABSORPTION AREA MATERIAL Absorption Area to nearest Lot Line 5. COMMENTS [~ APPROVED FOR ~-~ BEDROOMS [] CONDITIONAL APPROVAL (letter must accompany certificate) [] DISAPPROVED LEGAL DESCRIPTION 72-010 (Rev. 3/78) ALASKA 99501 September 14, 1979 Dayton E. Prince Box 44 Lee Road Eagle River, Alaska 99577 Subject: S½ Lot 5 Block 8 Eagle River Heights Subdivision Approval for your individual sewer system and semi-public water supply located on the lot directly north of you, can not be approved until the following items have been completed: 1) The septic tank pumped a receipt ~ with submitted to this office. A percolation test be performed on the existing leaching area. This test will determine if the system is adequate according to National Standards. A listing private firms performing the test is enclosed. If the adequacy test fails, an upgrade will be necessary. (3) The semi-public well is in a pit. The well head will need to be raised above ground level and the pit filled with impervious type soil to ground level. ~ M~. Prince September 14, 1979 Page Two (4) The sewer system on the adjacent lot needs to be relocated so that it is eighty(80) feet from the tank and 120 feet from the leaching area. You can choose to drill a new private well to serve your residence. A permit will need to be issued prior to the well being drilled. Please notify this department for a re-inspection when the noted descrepancies have been corrected. If there are any further questions, please contact this office ht 264-4720. Sincerely, Robert C. Pratt, R.S. Associate Specialist RCP/ljw DAVID A. SLENKAMP ROBERT A. SHAFER MECHANICAL ENGINEER 694-9055 September 25, 1979 I,/,Utq Cr?/,,L~;:' ~ ,,~,c !O~AGE :L .,]: CT;ON CIVIL ENGINEER 694-2979 Doyton Prince Leo Street 5~le ~ver, Alaska Deqr ~1rs. Prince, RECEIVED Re£e~ence: So. ~; Lot 5; Block 8; F~le River Heights 9ubdivtsion ~t your request we preformed a sewer system adequecy test on the system located on the referenced property. The seotic tank ~,~s pumped snd in accordance with municipality records hn~ ~ cspncity of 1250 ~s~lons, ~e seeosce pit ~s also full of w~ter and hod to be pumped. The pii ~s then recharged with 1000 gallons of w~ter.. At the end of a 2& hour oeriod, oercol~tion from the pit resulted in the removel of approximately 272.7 ~al!ons or 90.9 ~allons per bedroom. It cnn be~concluded, ss e result of this test, thet the septic tank is ~dem~te, however the seepspe pit is only adequate st approx-Zm~tely 1.8 bedrooms. I re,et to inform you that the ~y~tem will h~ve to be upgraded for ~nprozi~ntely 1.2 bedrooms.~ You z~y obt~in ~ permit for this upgrading from tho }~micio~lity, Dept. of Health ~nd F~nviornment~l Protection, g?5 L Street, Ancbors~e. If we c~n be of £urthnr ~ervice to you, ple~e do not hesitate to call ~.~unzczpazzty of Anchorage Department of Heelth and Enviornmentel Protection SRB 196X EAGLE RIVER, ALASKA