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HomeMy WebLinkAboutPARADISE VALLEY BLK 4 LT 6 Municipality of Anchorage On -Site Water and Wastewater Section • (907) 343-7904 Page of ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP211178 PID Number: 020-411-14 Dwelling: ® Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: ❑ New ® Upgrade Name CRAIG MEDRED & ROBERTA GRAHAM ABSORPTION FIELD M Deep Trench ❑ Wide Trench ❑ Bed ❑ Mound Site Address 18130 NORWAY DRIVE, ANCHORAGE ❑ Other Phone Number of Bedrooms Soil Rating Total depth from original grade 4 0.8 GPD/SF 10 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade 3.5 Ft. Gravel depth beneath pipe 6.5 Ft. Subdivision Block Lot PARADISE VALLEY 4 6 Fill added above original grade VARIES 4.5 Ft. Gravel length 2 X 30' 60 Ft. Township Range Section Gravel width 3 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 780 Ft2 2 13 Ft. Well 100'+ 100'+ 25'+ TANK ® Septic ❑ S.T.E.P. ❑ Holding ❑ Other Manufacturer GREER Capacity 1250 Gal. Surface Water 100'+ 100'+ Material HDPE Number of compartments 2 Lot Line 5'+ 10'+ NA Foundation 10'+ 10'+ LIFT STATION Manufacturer Capacity Gal. Remarks Alarm location Electrical installed by Tank to PIPE MATERIAL House to tank 3034 dra nfield 3034 Installer NORTHERN EXCAVATION Drainfield 3034 CO/MT 3034 Inspector FWC BENCH MARK (Assumed elevation) 100 ft Inspection151 7/19/21 7/20/21 Location and description 2�d dates: 3`d 7/21/21 4" 7/22/21 IDOOR SEAL PLATE ON-SITE WATER AND WASTEWATER SECTION APPROVAL 4�2n\\ \� ,.� OF A. Conditional Approval: Date co •:9 �� . 49 TM ......:'.k. �r • • rr �.. Curtis Huffman r�� j Septic System Approved pp ►w- Date 7 r2 -2 •:� c�G, •. CE 128991 �} �'�l�•. 7/24/202i.•�c��� �kk- OPROFESSI* Note: this approval does not include well permit requirements. li (Rev 05/02/18) PERMIT: OSP211178 PID: 020-411-14 / REMOVE & REPLACE 0� EXISTING FIELDS FOR 4BR RESERVE ";Zl" / Ret, wa Lr) L, deck 2 A B LOT 39A / COG MT cQo� cN WICO 0G0 Qj MT H STAKED 100' I WELL RADII 5 / PRIOR TO �� CONST. j 1� CO D C / MT FS F E I D C MT 0 CO MH I L O IT 6 STAKED CO K TH1 ESMT. PRIOR ST. TO (1997 / SrOp N et. WaU Chp\Y\CON \ink �e c 94 A -C=44.06' Co MT Co MT rFCO B -C=37.7' DFCO MH 105.00 CO DCO 103.98 FINAL GRADE 103.98 A -D=43.0' 97.00 ORIGINAL GRADE 9948 FILTER FABRIC T.S.'97 TH B -D=37.7' ORG/OL A - E = 4 2.7' 96.4g/1250 -GAL 6.25 SPUTTER 59895.9 2 B -E=38.4' HDPE TANK SEWER ROCK A -F=36.6' 89.48 89.48 SM B -F-33.7' 101.30 CO MT FINAL GRADE CO MT 101.30 96.80 NO GRND. A-6-11.3' ORIGINAL GRADE WATER; 97 B -G=4.9' FILTER FABRIC 16' A -H=20.4' 3.30 93.30 BOH SEWER ROCK 80.80 B -H=28.0' SEPTIC SECTION 86.80 86.80 RELATIVE ELEV. TO A -I=22.9' SCALE, NTS LOWER TRENCH B -I=30.3' PARADISE VALLEY B4, LOT 6 SUPPORT SERVICES: F AZ N A -J=46.5 PREPARED FOR: �`�� O 41' ' B -J=48.5' ROBERTA GRAHAM & CRAIG MEDREDF.4, L1. 5 A -K=49.8' 18130 NORWAY DRIVE 9 T)q B-K=51.9' JANCHORAGE, AK 99516 FIRST WATER CONSULTING DATE: 7/27/21 '& rtis Huffman 13030 Sues Way SURVEY: WALATKA r� CE 128991 Anchorage, Alaska 99516 DRAWN: FWCS 7/27/2021' (907)350-9566 SCALE: 1" = 20'ssto��' FirstWaterAK@gmail.com MllNKIPALITY OF ANCHORAGE Ori-Sft WatAr a WaMnwatm Pragram PO Bax 19W50 4700 Elmore Rued AMI IM , Alaska 9951$66;54 Phoft; (%7) 34:3-7,W4 Feil {$07) $4$- 97 hit p Jivfww_ muni . a rg 1 o n s N e On -Site Wastewater Disposal System Permit Rerrrlit Number. OSP211178 Work Type= Septic Upgrade Tan Code Number, 02041114000 Bite Legal Address: PARADI S E VALLEY BLI4 4 LT $ G:353$ ,Bite Mailing Andress; 181�O NORWAY DR, Anchorage Owner. GRAHAM ROBERTA L � Design Engineer: PiR T WATER CON ULTING This permit Is for the construct) -an of: Efifeotive Date: E xpiration Date Lot Size in 5q Ft: Total 6edroums; �titi1 C rt r n e" in L PiL3't Fn C Llt WM21 Wd 2022 18551 Q Disposal Field 0 Septic Tank 0 Holding Tank ❑ Pricy ❑ Private Wei I ❑ dater Storage All construction shall be in aec o rda n ce with: 1_ The attached approved design. 2. All requirements speciried in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Dlspasat Regulations (18AAQ,72� and prinking Water Regulailions (1$AAC80) 0. The wastewater oade requires inspaclbns during the insio14 -on. Tho snglnoer shall notify the Development Services Department per AMC 15.65. Provide notification by cal ling (gal} 343-7904 (24R). 4. From 0Gtober 16 to April IS. a subsurFace soil absorption system un dernonstruction during h-eeaing weaier shall be e6er a. Opened and Closed on the same day, or b. Covered, sealed, and hwited to prevent froszing Received By: Issued By. 6)31202 1 Date: Dale.. 6��F- � 4 MUNICIPALITY OF (U ' 4 Development Services Department 17 On -Site Water & Wastewater Section Parcel I.D. 020-411-14 ON-SITE SEPTICM/ELL PERMIT APPLICATION Property owner(s) ROBERTA GRAHAM & CRAIG MEDRED Day phone Mailinq address 18130 NORWAY DRIVE, ANCHORAGE, AK 99516 Site address 18130 NORWAY DRIVE, ANCHORAGE, AK 99516 Legal description (Sub'd., Block & Lot) PARADISE VALLEY B4, L6 Legal description (Township, Range & Section) Lot Size 18,551 Sq. Ft. Number of Bedrooms 4 Phone: 907-343-7904 Fax: 907-343-7997 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (N all that apply) Absorption Field F-1 Initial ❑ Single Family (SF) 0 (w/wo ADU) Septic Tank 0 Upgrade Q Duplex ❑ (D) Holding Tank ElRenewal ElMultiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) Permit/Rush Fees: 15 9 5 Date of Payment: ::�5Z j Receipt Number: x'72 8 -S Permit No. O S 1 1 'i a Waiver Fees: Date of Payment: Receipt Number: Waiver No. G:\Development Services\Building Safety\On Site Water and Wastewater\Forms\Client Forms\Permit Application.doc 13030 Sues Way, Anchorage, AK 99516 907-350-9566 / firstwaterAK@gmail.com May 26, 2021 Municipalities of Anchorage On-Site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99507 RE: SEPTIC SYSTEM UPGRADE PERMIT LEGAL: PARADISE VALLEY BLOCK 4, LOT 6 The property owner has requested we obtain a permit to upgrade the failed septic system of the above referenced lot. We propose to remove and rebuild a portion of the existing field and install one new deep trench and 1250-gallon tank to serve the existing 4-bedroom residence. The design is based on the test hole from MOA records conducted in 1997. No groundwater was observed at test hole excavation or monitoring per those records. The slopes are moderate at 7-15% at the proposed upgrade location. The lot and area are served by private water. The design will not impact any of the neighboring properties. Please contact us if you have any questions. Sincerely, Curtis Huffman, P.E. Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP211178, Deb Wockenfuss, 06/03/21 Wockenfuss, Deborah M. Subject: FW: Paradise Valley B4, L6 - SEPTIC 01 ROW agrees that the portion of the field in the 10 foot Utility Easement on the western property boundary which will never be reactivated is not required to have a MOA ROW Encroachment Permit action. In the case of a temporary deactivation to allow refreshing would leave a potentially active system, we would require an Encroachment Permit. Regards, Lynn McGee Senior Plan Reviewer Right of Way Section lynn.mcgee(c anchorageak.gov Office: 343-8226 Fax: 249-7340 From: Brent Western <firstwaterak@gmail.com> Sent: Thursday, June 3, 20216:39 AM To: McGee, Lynn M. <Iynn.mcgee@anchorageak.gov>; Wockenfuss, Deborah M. <debora h.wockenfuss@a nchoragea I<.gov> Subject: Paradise Valley B4, L6 - SEPTIC [EXTERNAL EMAIL] Lynn, During the septic upgrade permitting process it was discovered that a portion of the existing field was in the 10' utility easement. Per the attached design, that encroaching portion will be decommissioned and a silt / sand plug installed outside the easement to mitigate interaction. We do not believe decommissioning that encroaching portion warrants any need for a ROW permit or action. Please advise. Thank you, Brent M Western Office: 907-350-9566 1 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP211178, Deb Wockenfuss, 06/03/21 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP211178, Deb Wockenfuss, 06/03/21 c -0 --1 m 8495V Z r- 1: > F- > o cl) C/) m --i C/) m U) > m K 0 C/) ;a Cl) M > 0 M -r Z r- w --j Z 0 --j 0 -r 0 C/) M --j 0 Cl) m ox 0 Z M m s --1 0 z -T 0 m ;o �u 0 C) mmm- 30 o;u (-) 0 23,2011 0 M o --I 0 -r - J, z;u m 0 ;u 154.97 m utili z ciserl7e.t 0 0 0 0 0 CD CO Z)7 0 CD -cT — C/) < 0 -n CD CD CL -a C) l< 03 CD -3 w K) 0 0 0 cr) cr :3 - < r -L < CD 0 0 CD CD r-4- :3 0- =y- C n FA, CD CD e- % =; w 9.4 (n C) 0 0 p CD " w _0 0 r -q- r -I.- �� 0 =Y- 0) (n --% C) CL 14- -1- CD CD — 0 (n 2) 0') -a -1- 0 W I CD — :3 CD --s C < 0 70 0_ -n CD (D (D :3 0 CD CD 0 co 0 0 0 V7� C: --+, 0:) C) -1 0 =r CD 2) 0 CD 0 0 ::3 0 ::I CD CL CL -0 0 I Q) CD (:) =3 NX, 0 0 < r- 0 CD 44%p, CD ::r 3 ANW CD :3 Cn CD cn c Aw CD ED CD M C: :3 CL ; 0 m 3 (n cn AW C> 0 0 CD -0 ow -t 0 M ZT C =r 00 cr Q0 0 0 C) = F)' CD CD 00 CD N :3 -, 1> M Cl. t --I- — I co C-4 =r �T' 00 4 (=,, -*- 0 --P, 'o cr C" 000 cr 3 0 0 CD so 00 U) CP 00 00 0 r- co 0- CD 0) 0 . cn 00 CD 3 a LD 0 AW CD CD (a AM 0- o oj AEF CD Q 11 0 9p 8. < CD AMW C" � ,OR 40#0� tp -IN 0 cy- -3 CD CD g 0 w 2) < a < " 3" In C:L 3. 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Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744 On-Site Wastewater Disposal System and/or Well Inspection Report Permit Number: "~::'t~970~13 PID Number: O0¢"~ -/~/]/- lq N.m.:~ ~H~M~ ~o~T/~ Wastew~terSystem: D New ~Upgrade Address: ~ ~ No~A'/. ~. ABSORPTION FIELD ,,o,.: of 8~ooms: ~Deep Tre¢ ch ~ Shallow Trench ~ Bed ~ Mound ~ Other Lot: Block: Subdiv~ion: Depth to pipe bottom from original grade: Gravel depth beneath pipe Township: Range: Section: Fill added abow, original grade: Gravel length: Number of lines: Dwtance en lines: WELL: E New ~ Upgrade Gravel width: ~ Ft. l ~ Ft Classification (Private, A,B,C): Total Depth: Cased To: Total absorption area: Pipe material: Driller: Date Drilled: Static Water Level:Ft. Installer: ~ Date installed:.~/ GPM~ Ft. Ft. SEPARATION DISTANCES n Se~ti~ a Ho~ing ~ S.T.a.P. TO [ Septic Absorption Lift Holding Public/Private Manufacturer: Capacity in gallons: From Tank Field Station Tank Sewer Lines ~ ~ Material: Number of Compartments: Surface Water ~ O ~ ~ LIFT STATION ~Ot Size in gaHons: IManufacturer: Uno &O I "Pump on" level at: "Pump off" revel at: High wafer alarm at: Curtain ~ Pump Make & M~el ~ Electrical Inspections performed by: O~n N o N ~ Remarks: BENCH MARK Assumed Elevation: Inspections performed by: %~ Dates: 1sL.-~-- ~.,J,~,,~,.,.: Department of Health and Human Services approval ' ~;~/;7% ....... 72-013 (Rev 9/91) MOA 25 UTIL. PEDESTAL JJJ~ // $ = 10' / I / / I / / // / / / \\ \ \ \ \ \ \ \ \ \ SCALG ]" = $0 FT, /// // i/ / / ! ELEC ~ £ SWING TIES' · AF 108 BENCH MARK: POST FNDA. ASSUMED ELEK I00.00 TOBBEN SPURKLAND P.E. 205 W 15TH. AVENUE ANCH. AK. 99501 (907) 279-39~6 J J Paradize Valle/ Bk 4 Lot 6 1815~0 Nor, w, ay, Drive croi~l MeClt'ecI J J SEPTIC SYSTEM AS BUILT DATE: AUG, 5, 1997 SHEEF: 2/3 GRID: 5538 PE£MIT # SW970215 PIP # 020-411-14 PDV$406Z~2~/G CO O~MT Stondard Trench: ~ 2', Wide ~ 56 Long ~ 10' Deep ~ 5' Sewer rock 5' Cover ABANDON EXlSll TRENCH Non/for / 5' Cover SILT BARRIER NO SCALE 77,6 7_2, 4 1~00 GAL £.~, £ENCH MARK, POST FOUNDATION ASSUMED ELEV, ]O0, O0 TDSBEN SPURKLAND P,E, a03 WlSth Ave Anchorage Ak 99501 PARADISE VALLEY, BLOCK 4, LOT 6 18150 NORWAY DRIVE CRAIG MEDRED SEPTIC SYSTEM SCHEMATIC gATB AUG, ~ 1997 SHEET, GRI3, 3538 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUPLAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 PAGE 1 OF ON-SITE WASTEWATER DISPOSAL SYSTEM (UPGRADE) PERMIT PERMIT NUMBER:SW970213 DESIGN ENGINEER:TOBBEN SPURKLAND, P.E. OWNER NAME:GRAHAM ROBERTA L & OWNER ADDRESS:18130 NORWAY DRIVE ANCHORAGE, AK 99516 DATE ISSUED: 7/25/97 EXPIRATION DATE: 7/25/98 PARCEL ID:02041114 LEGAL DESCRIPTION: PARADISE VALLEY BLK 4 LT LOT SIZE: 18551 (SQ. FT.) NUMBER OF BEDROOMS: 3 THIS PERMIT: 3 THIS PERMIT IS FOR THE CONSTRUCTION OF: DISPOSAL FIELD SYSTEM ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH: 1. THE ATTACHED APPROVED DESIGN. 2. ALL REQUIREMENTS SPECIFIED IN ANCHORAGE MUNICIPAL CODE CHAPTERS 15.55 AND 15.65 AND THE STATE OF ALASKA WASTEWATER DISPOSAL REGULATIONS (18AAC72) AND DRINKING WATER REGULATIONS (18A_AC80). 3. THE ENGINEER MUST NOTIFY DHHS AT LEAST 2 HOURS PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY CALLING 343-4744 ( 24 HOURS ) (NOT REQUIRED FOR WELL ONLY PERMIT) 4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING WEATHER MUST BE EITHER: A. OPENED AND CLOSED ON THE SAME DAY B. COVERED, SEALED AND HEATED TO PREVENT FREEZING 8. THE FOLLOWING SPECIAL PROVISIONS. SPECIAL PROVISIONS: RECEIVED BY: ISSUED BY: DATE: DATE: ToSPU]i; KLAND 203 W 15th. Avenue, Suite 203 ANCHORAGE, ALASKA 99501 (907) 279-3916 Fax (907)-276-6013 SEPTIC SYSTEM DESIGN PARADISE VALLEY, BLOCK 4 LOT 6 CRAIG MEDRED Municipality of Anchorage Department of Health and Social Services 820 I Street Anchorage, Alaska 99501 July 6, 1997 We are submitting an application for the upgrade of a septic system for this lot. The existing drainfield is partly on lot 6 and partly on lot 7 and must be . This submittal consists of three (3) drawings showing the present improvements on the lot and the adjoining properties, (sheet 1/3), the proposed improvements of the lot, of which only the septic system is subject to this permit application, (sheet 2/3), and a schematic of the septic system, (sheet 3/3). Soil logs and percolation tests of applicable testholes are also enclosed. The septic system design is based on the following: No groundwater or impervious soil to 16 feet. Use Standard Trench Soil Rating. 7 min/in = 0.8 gal per sq.ft/day No. of Bedrooms 3 Required Area per Bedroom: 150/0.8 = 187.5 sq.ft. Total area required: 3 x 187.5 = 562.5 sq.ft Testhole depth 16 feet Bedrock Bottom Rock At 10 feet Top Rock At 3 feet Rock Depth 7 feet Total Trench Length 562.5 / 14 = 40 ft. SYSTEM CONFIGURATION STANDARD TRENCH TOTAL LENGTH 40 FT TOTAL WIDTH 2 FT TOTAL DEPTH 10 FT ROCK DEPTH 7 FT COVER 3 FT CHECK INTEGRITY OF EXISTING TANK ABANDON EXISTING DRAINFIELD The installation of this septic system will not prevent wells from being installed on the adjacent lots. There are no developed or natural surface / sub surface drainage courses on this or the adjacent lots. The proposed septic system will not change the general slope of the area. Ponding and/or concentration of surface runoff will not result from this installation. I (~ ~e I Lo~: zj~ VACANT UTiL. PEDESTAL I I I I I I 11I Iit ell ! ~)~ell ) ///'~ .Lot / / TOBBEN SPURIfLAND P.E. 203 W 151'H. AVENUE ANCH. AK. 99501 279-$916 Paraclize Valley Blt ~1 LoL 6 18150 NorwoK Drive Cro/g Me,ired SEPTIC SYSTEtW DES/ON DATE: JULY 6, 1997 SHEET: 1/3 GRID: 5558 PERMIT # PIZ9 # 020-41 '1-14 PzOVO4061_,.D~: ~9~h 85 ~ SPURKLAND I0, CE-2225 ~5 ELEC k \ \ TOBBEN SPURKLAND P.E. 205 W 15TH. AVENUE ANCH. AK. 9950! (907) 279-5916 Paradize Valley Bk 4 Lo~ 6 18150 NorwaX Drive Craig tdeOred SEPTIC SYSTEM DESIGN DATE: JULY 6, 1997 SHEET: 2/5 GRID: 5558 PERMIT It PI£ # 020-411-14 PDVO406LD~6 CO A£ANDON EX~ST. Sfandord french: 2' Wide 40' Long 10' Deep 7' Sewer rock 3' Cover ~lon#or $' Cover SIL? £ARRIER 7 ff of Sopfic Rock -- NO SCALE EXIST, ~000 GAL S.L ASSUkI£9 £L£V, lOO, OO TOBBEN SPURKLAND P,E, 203 W15th Ave Anchommge Ak 99501 PARADISE VALLEY, BLOCK 4, LOT 6 18150 NORWAY DR/VE CRAIG MEDRED SEPTIC SYSTEM SCHEMATIC DATE, JULY ~ i997 SHEE% GRID, 3S38 Municipality o! Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST LEGAL DESCRIPTION: ~J--~J~A~[.~ J~ ~/'~.--L.'k./ Township, Range, S3ction: SLOPE 1 2 3 4 5 6 7 8 9 lO 11 12 13 14 15 16 17 18 19- 20- WASGROUNDWATER ENCOUNTERED? S L IF YES, AT WHAT O DEPTH? p E Depth to Water Alter / 7//?/¢ Monitoring? ('/'r"q. Date:,r, SITE PLAN "from =nese PERFORMED BY: ~ TTv H L~ DISCLAIMFR: GrniJndwater Past and future presence observations. Gross Net Depth to Net R_..eading Date F"I l-,,~ Time Time Water Drop PERCOLATION RATE 7 (minutes/inch) PERC HOLE DIAMETER ~ ~1 ! TEST RUN BETWEEN ~Y~ FT~.f.D '7' FT cnnd~ons ~nd~c~[~'~ ~efo~ ~he da~es shown on~5, and/or depth of gro~,ndwater can not be predicted I , i-~- CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 72-00~ (Rev, 4/85}  MUNICIPALITY OF ANCHORAGE = DEPARTMENT OF HEALTH & ENVIRONMENTAL PROT-ECTION ENVIRONMENTAL ENGINEERING DIVISION 825 L Street- Anchorage, Alaska 99501 Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT NAM P.ONE MAILING ADDRESS LEGAL DESCRIPTION LOCATION ' ~ NO. OF B~DROOMS Well , __- ' Absorp(ioi~ Dwelling PERM:~ DISTANCE TO: ~O ~ ~ Z Msnufsc~urer MBteri~ No. of compar~men~ ~O ~ Well Dwelling PERMIT NO. DISTANCE TO: ~ ~ ~ Manufacturer Material Liquid capacity in gallons G Well Foundation Neares~gn~ PER ~T~O ~= DIST~NC~ TO: J~ NO~ I~1 /7 ~ .~ No. of lines / Length Of eaglig Total 1ongth~f s Trench ~ inches ~ Top of tile to finish grade g~ Material beneath tile /~ inches T°taleffectivTb~°narea Length Width Depth PERMIT NO. ~ N Type of crib Crib diameter Crib depth Total effective absorption area m Well Building foundation Nearest lot line m DISTANCE TO: ~ Class Depth Driller Distance to lot line PERMIT NO, ~ DISTANCE TO: Building foundation Sewer line Septic tank Absorption area(s) OTHER PIPE MATERIALS SOI~ TEST ~AT~G INSTALLER ~j / --N~ REMARKS -/ APPROVED D~TE LEGAL 72-013 (Rev, 3/78) PERHI T NO. DEPBRTMENTi ~HEBLTH 8ND EN~IRONMENTBL ~OTECTION 825 ~L**~ STREET~ 8NCHORSGE, BK. DgbOl 264-4720 ( 8~05~Z ) 2059. STONEGF~TE CIR. RF'F'L I CRNT GFiRY BL I SS L. OCFITtOI'-~ FHF..H[. I_,E YP, LLEY LEGRL ~lm~6~,~,B: 4' PRRRDISE VRLLEY TYPE OF SOIL FIBSORF'TION SYSTEM IS: DRBINFIELD LOT SIZE MR::<It"IUM NLIMBER OF BEDROOMS ~:44-9915 4¢IFIFII.."'I '=OIIF. IF.'F FEET SOIL RRTtNG (SQ FI',-"E:R)= . THE REQUIRED _t~_E OF THE SOIL RBSOF.:PT!ON _-,~=TErt 15;: THE LENGTH DIMENSION IS THE LENGTH (IN FEET) OF THE TRENCH OR DRRINFIELD. THE DEPTH OF R TRENCH OR PIT IS THE DISTRNCE BETWEEN THE SURFRCE OF THE GROUND BND THE BOTTOM OF THE EXCRVBTION <IN FEET). THE GRRVEL DEPTH IS THE MINIMUM DEPTH OF GRRVEL BETWEEN THE OUTFRLL PIPE RND THE BOTTOM OF' THE EXCRVRTION (IN FEET). F-: EL---..~ L~ I F-:E[:. SEZP ]- 1. C: ]FR~--~:C z-'~; 1. ZE= ::L E~ ¢-_Z', ~_:.~ F'ERMIT RF'F'LiE:RNT HFtS THE REz, FUNz, IE, iLIT'r TO INF']RM_ THI'-=, [:,EF'RRTMENT [:,IiRIN3. THE iNSTRLLRTION INz, FEL.~ tON=, OF FfNY WELLS Ft[:,JRCENT TO THIS PROF'ERTY RND THE F..E::,I[.ENE. E.':, THFtT THE [,JELL WILL SERVE. NUMBER OF '"- - '- ...... . ~t_.F E _-] 1- BRCKFtLLING OF RNY SYSTEM WITHOUT FINRL INSPECTION RN[:, RPPROVRL BY THIS [:,EF'RRTHENT WILL BE SUE:JEL-:T TG F'RCL:E]:UTI.]N MINIMUM DISTRNCE BETWEEN R WELL RND RNY ON-SITE SENRGE DISPOSRL. SYSTEM IS ±00 FEET FOR R PRIVRTE WELL OR $50 TO 200 FEET FROM R PUBLIC WELL DEPENDING UPON THE TYPE OF PUBLIC WELL MINIMUM DISTRNCE FROM R F'RIVRTE WELL TO R PRIVRTE SEWER LINE IS 25 FEET RND TO R COMMUNITY SEWER LINE IS 75 FEET. WELL LOGS RRE REQUIRED RND MUST BE RETURNED TO THE DEPRRTMENT WITHIN ~0 DRYS OF THE WELL COMPLETION. OTHER REQUIREMENTS MRY RPPLY. SPECIFICRTIONS RND CONSTRUCTION DIRGRRMS RRE RVRILRBLE TO INSURE PROPER INSTRLLRTION. F~EF-:IPl I T E.=-:.F 1. E.'E_. [:,EE:E]I'-lBEF-." 2::1.. - '- t CERTIF'T: TFIFIT -I: i f:t1"I FFfl"IILIRR 14ITH THE REQUIREMENTS FOR UN-.:,ITE SEWERS FIN[:, WELLS H_- SET FORTH B'T' THE MUNICIPFILITY OF FINC:HORFIGE. ;2' I klILL INSTFILL THE SYSTEM IN FICCGRDFiNC:E WITR THE L.U[: -- ' l.':I F.' _.',:I UN[:,ERSTRND THaT THE ON-SiTE SEWER SYSTEM HRY RE..,_I ..E ENLRRGEMENT IF' THE RESI[:,ENCE IS RI~MCI[:,E:LED TL-I tNF:LU[:,E MORE THFIN 2: BE[:,ROOMS. "SiGNED:~RPF, Lii]:RNTr,' ~RRT BLISS ................ ,,, , ,, 0.. 0..4- .(, '- r -¢Z ISS_EE' B'r__~..~ .................... : --- . MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 L, Street, Anchorage, Alaska 99501 264-4720 SOILS LOG - PERCOLATION TEST LS LOG [] PERCOLATION TEST SLOPE 1 2 3 4 5 6 7 8 9 SITE PLAN 10 11 12 13 14 15 16 17, 18~ 19- WASGROUNDWATER ENCOUNTERED? IF YES, AT WHAT DEPTH? Gross Reading Date Time i Net Depth to Net Time Water Drop COMMENTS PERCOLATION RATE (minutes/inch) TEST RUN BETWEEN FT AND FT/ 72;o08 (6/79) AUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 L. Street, Anchorage, Alaska 99501 264-4720 SOILS LOG - PERCOLATION TEST [~' SOIL9 LOG' [] PERCOLATION PERFORMED FOR: LEGAL DESCRIPTION: 2,- 3 4 5 6 7 8 9 10 11 12 13- SLOPE WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT DEPTH? DATE PERFORMED: ~ " SITE PLAN 14- ~ 20 COMMENTS / PERFORMED BY: Gross Net Depth to Net Reading Date Time Time Water Drop 72-008 (6179) PERCOLATION RATE TEST RUN BETWEEN ~' ~' (minutes/inch) ,' 1,1~?1' 'AND ~ F'T .:i.'. F'ERMiT lqO: ,.~A, [... .i: ,S,~i~UED: ROBERTA GRAHAM '723 WEST' FIFTH AVE!: :l:~Zl. ANCHORAGE~ AK 9950:t. 2'77-'06;.?:9 St. BD'[V't'!~IZN: F'ARADISE VALL. EY ~.2i. !!!'C"" I 0.~ -" :1. I T OWNSH I P: t 1N :l.[i:l~ i (SQ, F'T, OR ACRES) BLf..IL, I'...,~ 4 I_OT: 6 ..... ' RANGE: :3W 1. I am ~'am:i.].iaP ~,~ith the r'equiPemer~t.s ,~'or c)n-sit, e sewer's and wells as set. ~c:,r~'Lh by the Municipal:i. ty oF AnchoPage d*E)A) and the State c,¢ Alaska,, 2. I will inst. a/'.1, the syst. em in ac:cc~Pdanc::e wit. h all MOA c:odes and r, egulat:i.c)ns, and :i.n compliar'~ce twit. h the design cr':i.t, ePia c)[' this pePm:i.t.,, 3,, I will adher'e to al:L MOA E~I"i(::I ~'l:..ate c)~' A:Laska Pe)ql.lipemei"lt~ f'of the set back d:i. st. ar'tces f'r'om arly E~xis'I:.iFJ~TJ ~e)].l~ wasCewat, eP d:J.~posa], sy~'l:.e:,rF~ of pub.1, ic C)P at"ly a(:l.jac:6~,r"rl: oP n(.~aPl:)¥ lc)t,, ~46.05 0 u3 ,/ / N CERTIFICATE: I hereby certify that I have surveyed the following described property: L~i- ~ ~LOC~ ~ ~/~,%~i&~% V~L.L~L'{ and that the proposed improvements and drainage patterns as shown hereon. EXCLUSION NOTE: It is the responsibility of the owner or builder, prior to construction, to verify proposed building grade relative to finished grade and utilities connections, and to determine the existence of any easements, covenants, or restrictions which do not appear on the recorded subdivision plat. L~- ~ AGUA FRIA SURVEYORS ]417 West Northern Lights Boulevard Anchorage, Alaska 99.503 276- 6151 WoLoc.v.. '4- P~,~,D%~'- ~,L_L~¥ .SU~. ~- 79-70 ;cole v�► S r74, lam Development Services Department Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 Certificate of On -Site Systems Approval Parcel I.D. 020-411-14 1. GENERAL INFORMATION Expiration Date: /0 —,2 T— ZI Complete legal description PARADISE VALLEY BLOCK 4, LOT 6 Location (site address) 18130 NORWAY DRIVE, ANCHORAGE, AK Current property owner(s) ROBERTA GRAHAM & CRAIG MEDRED Day phone Mailing address Real estate agent 18130 NORWAY DRIVE, ANCHORAGE, AK 99516 2. TYPE OF DWELLING: ® Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) Day phone 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 $ o � ie, Waiver Fee $ Date of Payment 7 a 3 go21 Date of Payment Receipt Number y 13 2 N 3 Receipt Number COSA # 0GG 2_1 19 l 6 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 FIRST WATER CONSULTING Phone 907-350-9566 Address 13030 SUES WAY, ANCHORAGE, AK 99516 Engineer's Printed Name CURTIS HUFFMAN, PE Date 7/21/2021 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 fig•49 TH •. •9 �rJ discrepancies exist can be given by First Water Consulting & FWCS - *• . ...t , ,•;* r� 6. DSD SIGNATURE �' Curtis Huffman System #1 Approved for bedrooms %��F���•, CE 128991 .0��� System #2 Approved for bedrooms PROFESSION Disapproved Conditional approval for bedrooms, with the following stliROMr .� ITV n„�rii,_ Original Certificate Date: 7-2 2/ 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. 7. ATTACHMENTS: COSA Checklist X Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other Legal Description: PARADISE VALLEY BLOCK 4 LOT 6 Parcel ID: 020-411-14 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) Water storage tank volume NA gallons Date drilled 9/19/1986 Well disinfected for coliform test? ❑ Yes ® Nc Total depth 81 ft ® Coliform bacteria is Negative Cased to 81 ft Nitrate 5.25 mg/L ❑ Nitrate less than MRL (ND) ® Sanitary seal is functioning correctly Arsenic ug/L ® Arsenic less than MRL (ND) ® Wires are properly protected Casing height (above grade in *well pit) 12 in. Collected by F �> S Date of flow test for COSA 4/28/2021 Static water level at beginning of test 51 ft. Date of Sample 7/8/21 Well production at time of test 4 gpm Comments *IT APPEARS THAT MOA APPROVED THE WELL PIT WITH BUILDING PERMIT SUBMITTAL. WELL IS IN DRIVE IN FRONT OF GARAGE &_IS PROTECTED IN MANHOLE WITH NEW SANITARY SEAL. PER OWNER: THERE IS A SMALL DRAIN HOLE PIPED THAT DAYLIGHTS TO THE SW B. TANK DATA Age of tank(s) *NEW TANK years Tank type/material HDPE / SEPTIC Measured operating fluid level in septic tank ® Standpipes/foundation cleanout per record drawing Date of pumping * D. ABSORPTION FIELD DATA Which system tested (date installed) NEW SYSTEM ® ALL standpipes present per record drawing Total measured depth from grade 14.5 ft (max) Measured depth to pipe invert from grade 8 ft (min) ❑ N/A — pressurized field ® Monitor tubes go to bottom of effective. If not, state depth into effective C. LIFT STATION ❑ Required maintenance completed Age of lift station years Lift station material Comments: Adequacy test date NEW SYSTEM Results ❑ Pass For _ bedrooms Fluid depth prior to test _ in Water added gal New depth in Elapsed time min ®Code -required soil cover over field Final fluid depth in ❑ System presoaked Absorption rate gpd (Required if vacant for greater than 30 days prior to Any rejuvenation treatment (past 12 months) N date of test) If yes, enter date Gallons introduced gallons n Comments/Deficiencies: FWN 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' Water Service Line > 10' ® 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 Surface Water > 100' ® Yes if No Property Line > 5' ® Yes if No ft Wells on Adjacent Lots: Absorption Field > 5' ® Yes if No ft Private Wells > 100' ® Yes if No Water Main > 10' ® Yes if No ft Community Wells > 200' ® Yes if No _ Water Service Line > 10' ® 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 G. ENGINEER'S CERTIFICATION 1 certify that l have determined through field inspections and review of Municipal records that the above systems are in conformance with MOA COSA guidelines in effect on this date. 02F Aw TH .... ....t.. .... . 1,.. Curtis Huffman �� • CE 128991 Fo .7J23/21. •�F��� l PROFESSO ft ft ft ft ft ft ft ft Zr-=D rDpw � Dm� pm=z =zON �oZ O � a: 0 z mz�0 zzm;o Om�0 0 oOD� m� o= z Z C= N N N C 3 0•. w N w g CD Q LT 0 y' CD 0 G N in- cn N c in a w o ,mCD �D CD C O N � c O wC,0 °P� O 0 O —=ID 0 0. 0 c a � N 3 fl _ S o (D 3 5 p 0 < w N O m (D N N d m 3 C S O _ N O C N Q a m Cr s 3 CD CD c m N o r (o m 1 C W w N O n w C• O w z v m N C w m n :2.<c <m N o d o N C - >os( a p w m < N CCDC �°ioom oCD 3 0 N� oCD a (U C w w ? =a0 CD 0 N m N (D Sz Cc 0'm o_ u0, 5 C. 0 CDID N (n v 0 o 0,`G_, N C1 C 3 0• o o°—' (D 0- C N C m N po C. c 6 < (C 0 CMD c v a Q 0 -n - 6 �m N's°'Qn, 07 C77 ♦ f1 N N _ N w rL r.o 3� � N O• C 0 N O O pO OT 00 N• 00 co Q. <D N A 'Wp C O1 D v ID o o N B� CD < _3 w E3 at CD ;L N (D 0 p w D mD r d -D{ co W L=59.98 C) 0 in ?� O C <Sp ^�! o W to N Cf) o° p m N D c O N j0 O y �' 6 CDS co m 8495V cn n r I � o m co I I it W O N130 23�20,, o 954.97 o Utility E3 ement 0 o 0cn CD 4 0 0 0 7C S O W Lo :000 noo �•� AW W .dam S 1 a m 0 CD m 9 v -.1090 6 �m N's°'Qn, CD m s°*w w o 0 (D O m > m _ N w rL r.o 3� N N D W C C w N N p C O• OaM p N O O pO OT 00 N• 00 co Q. <D N A 'Wp C O1 D v ID o M ?O n 0; (p m QT. N C w w 'O p .D O R n CD < _3 w E3 at CD ;L N (D 0 p w D mD r d -D{ <<3-o3�CDM D x cn C N T. 3. L=59.98 C) 0 in ?� O C <Sp (ND p C woN v�o o p to N Cf) o° p m N D c O O j0 O y �' 6 CDS CLl = m �, m C/) CL � N r to a CSl S 1 a m 0 CD m 9 v -.1090 tJc\ 'O Q \arga� 6 o @ > m r N N dLCL � O• OaM tJc\ 'O N �• CD Q \arga� 6 o @ > m 2No / O• OaM p N co 'a I C O1 (n n "' M N D i v Q) R=310.00 L=59.98 - D = z 0 SO4 23 20((W < f7 Ow W m Orw a CSl ! t C) NORWAY 1 i W CD %: N �• CD 6 -,Ir, -I \arga� 6 o @ > m 2No / �_Qn�Qio OaM p N 'a I C O1 (n n "' M -J 22.00 D i v o R=310.00 L=59.98 - D = z 0 SO4 23 20((W Ow W m Orw a cn W �� E COD �; NORWAY DRIVE W CD -- < a 0, o_ m "'_----- C/) 00 m zX50 p (D 7� = _ o v N -i Cc G7 o m 0:) � C a Cr MUNICIPALITY OF ANCHORAGE DEVELOPMENT SERVICES DEPARTMENT 907-343-7904 On -Site water and wastewater Section Fax: 343-7997 www.muni.org/onsite Nitrate Advisory Certificate of On -Site Systems Approval # OSC 211416 Subdivision: Paradise Valley Blk 4 lot 6 A water sample revealed a nitrate concentration of 5.25 milligrams per liter (mg/Q. 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. ���� � � � Mailing Address �P O�,BoX 196650 *Anchorage �Alaska�99519 6650 *,www muni org � �t� s �• 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 filter that 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. aaskS gs.w'"'"'u..F .'�P� '�° "'��2 �- ���� �Ma�hngkAddress �P O Box 196650 *-';Anciorage, Alaska 99519 6650 *www muni org � � ��� MU.,CIPAL,TY OF A.CHORA E q DEPARTMENT OF HEALTH & HUMAN SERVICES ~)~2. v DIVISION OF ENVIRONMENTAL SERVICES CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL OF ON-SITE SEWER AND WATER FACILITY 264.4744 Application Date GENERAL INFORMATION (MUST BE COMPLETED PRIOR TO SUBMITTAL) (a) Legal Description (include lot, block, subdivision, section, township, range) Lo c atl(~,n:~(ad'd res~,4p r d~rect~ons) (b)~:~,PrdpeR~: O'~her..~ ~/ Telephone: Home mi~ (~ ~nqmg tnstitction,, ' r Telephone '. ',:Madmg,~ddress (d) ~eal,.[stm*~om~anyand ~ent Business ,Z-~'"?- ~"o<~''' (e) Telephone ~- ~ Mail the HAA to the followin(~ address: or; Check here for pick up. List contact person and day phone numbej~elow., ~-~ ~ TYPE OF RESIDENCE Singte-Family'~ Number of Bedrooms WATER SUPPLY Welling. 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 corn munity well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. Page I of 2 72-025 (Rev 8/86~ Front ')~JOM s,JeeU!l~ue leUO!SSejo~d eq~ u! SUO!SS!LUO JO SJOJJe JOj elq!suodseJ ~,ou s! el~eJoqeuv jo ,~j!ledp!unl~l eq.L 'penss! s! e~,eo!,t!peo e eJo,teq el~p eZXleUe Jo suol~3edsu! lonpuoo leu op SHHQ jo se@AoldUJ~ 's~ueuJeJ!nbe~ elels pub leJepeJ u!el~eo ,~s!les o~ ~epJo u! suof~n~,p, su ! 6u!puel J!eqi pub seuJoq jo sJ@seqoJnd el ,~sej~noo e s~ s!q~, seep SHHQ eqJ. 'e~SelV j.o elelS eq~, u! peJels!SeJ Jeau!Sue leUO!SSejo~d luepuedepu! uB Aq e^oqe ~ qde~Se~ed u! UeA!8 suop, m, uese~de~ eqJ uodn/[lUO peseq se),e3l,qpe3 e^oJddV ,~lpoqlnv qll~eH s@nss! (SHHQ) seo!^J@S UeLUnH pub q~leeH jo lUeLUpBdeo eSeJoqou¥ jo /~!ledp!unlAI eq/ NOI.LnVO le^oJddV leUO!l!puoD ~o suJJel I~UO!l!puoo pe^oJdd~s!a /~ pe^oJdd¥ ' ~J!J t0 eWeN uo loetJe u! suo!lelnDeJ pue 'seou~ulpJo 'sepoo elelS pu~ led!o!unR lie ql!J egUe!ld~Og U! S! ~eiS~S lesods!p JGJ~MBiSBM JO/pUC ~lddns J~jeM 8l!~-UO 8ql 'uo!loedsu! pub UO~jBe!I~eAU! ~B moji pu~ Sel!~ e8eJoqouv 1o ~J!l~d!o!un~ eql ~oJ~ peu!Bjqo UO!lemJOjU! eql uo pesBq 1~ql ~J!JGA JeMpnj I 'u!eJeM peiRo!pu! eJnlonJls ~o edXl pu~ smooJpeq jo Jeq~nu emi Jol 8jRnbepe pue leuo!jounj 'e~s s! melSXS lesods.p JelBM~iSeM Jo/puB ~lddns J8JBM el!s-uo eM~ leq1 SMOqS I~AoJddv ~jlJoqinV ~Jl~eH s!~l jo uo~leGflseAu! X~ leql XJ~JGA I 'MOleq UMO~S ejep UO!l~pffeA eq~ ¢o Se pue oJ~J8q pex~JJB lees ~m ~q pe!tipeo sV NOI&Y~O~NI aNY ~&~a 'HO~S ~llJ 'S&S~& 'SNOI~O~dSNI ~NlalAO~d ~lJ 0NIB~NIgN~ MUNICIPALITY OF ANCHORAGE (MO~,~ HEALTH AUTHORITY APPROVAL (HAA) CHECKLIST - FEBRUARY 1984 (] ] A ! ] 3 ] Legal Description: /..gTcO, ~v-~g,~' ~ ~/3~ L86~ L ~ lfl~ ~/~ ~ ~-// WELL DATA NOI.L3:~LO~d 'I¥-LN~WNO~IIAN3 · HI1V:~N JO 'J.d:lG Well Classification If A. B, C, D.E.C. Approved (Y/N) t~ Date Completed ~ "/~'--O~ Yield Well Log Presen N) I Total Depth ~/ Cased to ~ r Depth of Grouting Static Water Level ~ Pump Set At Casing Height Above Ground /'~ Electrical Wiring in Conduit~N) Separation Distances from Well: To Septic/Holding Tank on Lot ~ /~ On Adjoining Lots To Nearest Edge of Absorption Field on Lot ~ /G ~ ' ; On Adjoining Lots To Nearest Public Sewer Line W/~ To Nearest Public Sewer Cleanout/Manhole /~/~. To Nearest Sewer Service Line on Lot Water Sample Collectea by ~ ,~- ~/~ : Date Water Sam ~le Test Results Comments ~ W~~ ~ Sanitary Seal on CasJn~kl) Depression Around Wellhead (Y(~ B. SEPTIC/HOLDING TANK DATA Date Installed Stand pipes~l) Air-tight .Caps.) Depression over Tank (Yb Pumping/Maintenance Contract on File (Y/N) Holding Tank High-Water Alarm (Y/N) Separation Distances from Septic/Holding Tank: To Water-Supply Well -'YF /,~'~' · TO Prc perty Line TO .Water M~.l'n/Service Line Course ~' Comments ~J~.~E~'~ Size /0~ No. of Compartments Foundation Cleanout~. ) Date Last Pumped (~ ,X//,~ ,g/A- ;for Temporary Holding Tank Permit (Y/N) To Building Foundation / To Disposal Field To Stream, Pond, Lake, or Major Drainage Page I of 2 72-026111/84) C. ABSORPTION FIELD DATA Soils Rating in Absorption Strata Date Installed ~, -Z~/-z¢..~ Width of Field Square Feet of Absorption Area Depression over Field (YN~ Results of Last Adequacy Test Separation Distance from Absorption Field: To Water-Supply Well To Building Foundation Lot To Water Main/Service Line To Stream/Pond/Lake/or Major Drainage Course To Driveway, Parking Area, or Vehicle Storage Area Comments Type of System Design Length of Field Depth of Field Gravel Bed Thickness Standpipes Present ~N) Date of Last Adequacy Test To Property Line To Existing or Abandoned System on ; On' Adjoining Lots ?d To Cutbank (if present) ! IO ~ LIFT STATION Da~ ,/~/ Dir~ensions Size in Gallons"'"'""'"'~ /A Manhole/Access (Y/N) "Pump On" Level at ~"~-.,.~ "Pump Off" Level at High Water Alarm Level at '"~'~_ Vent (Y/N) . Tested for ~mping Cycles during Adequacy Test. Meets MOA CommentsElectrical Codes (Y/N) Check Permitted Bedroom Rating Against HAA Request ** ~_.. ..... I certify that I hav~ec.~l,,,veri~led, or conformed to all MOA a~d HAA guidelines in effect on the date of this inspection. Signed ~------~'~' ~ .... Date Company Receipt No. ~C) z-/7 Date of Payment_ Amount: $ /~' O0 Page 2 of 2 72-026 (11/84)