The URL can be used to link to this page

Home My WebLink AboutSEA TURN BLK 2 LT 16eo Turn Block 2 Lot 16 0.17- 1;71-40 Municipality of Anchorage On -Site Water and Wastewater Section • (907) 343-7904 Page of ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP211100 PID Number: 017-121-40 Dwelling: ® Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: ❑ New ® Upgrade Name SHON & JULIANNE ROBINSON ABSORPTION FIELD ❑ Deep Trench ❑ Wide Trench ❑ Bed ® Mound Site Address 6140 AZALEA DRIVE, ANCHORAGE ❑ Other Phone Number of Bedrooms Soil Rating Total depth from original grade 4 5 GPD/SF 0 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade +0.5 Ft. Gravel depth beneath pipe 0.5 Ft. Subdivision Block Lot SEA TURN 2 16 Fill added above original grade VARIES Ft. Gravel length 15 Ft. Township Range Section Gravel width 15 Ft. Beds: Number of Lines 3 Distance between lines 5 Ft. SEPARATION DISTANCES To Septic Absorption Lift Station Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Tank Line 225 Ft' Ft. Well __ 50'+ 25'+ TANK ❑ Septic ❑ S.T.E.P. ❑ Holding ® other ADVANTEX Manufacturer EXISTING Capacity Gal. Surface water __ 50'+ Material Number of compartments Lot Line -- 10'+ NA Foundation -- 10'+ LIFT STATION Manufacturer EXISTING Capacity Gal. Remarks Rebuilt 12'x12' mound with 15'x15' mound - maintaining existing / original elevations. Alarm location Electrical installed by PIPE MATERIAL House to tank 3034Tankto 3034 Installer MIKE N. ANDERSON d a of eld Drainfield 3034 co/MT 3034 Inspector FWC BENCH MARK (Assumed elevation) 100 ft Inspection ection 1s1 4/20/21 4/20/2021 Location and description 2n 3`d 4/21/21 4`" TOP OF 2ND TANK MANHOLE ON-SITE WATER AND WASTEWATER SECTION APPROVAL 2®� OF A Conditional Approval: Date Septic System • • Curtis Huffman Approved - pjy'�'UAD �`fi��s•• CE 128991 X02/ 5 I �ate 1 • . 4/23/202,x. •' C� ,� Note: this approval does not incl w pp include well permit requirements. ��pRDFESS�� tnev uauu i o) PERMIT: OSP211100 PID: 017-121-40 U 0 Lot 15 A—C=55.0' B—C=41.4' A—D=64.8' B—D=45.3' A—E=72.8' B—E=56.8' A—F=63.2' B—F=53.2' NEW 15'X15' 100' MOUND PROTECTIVE MT � MT WELL RADIUS E •I I I• D d a MTF r�T SBM g LS — U / FCO EXISTING 1500—GAL AX20 FAP TANK W/ PUMP BASIN MH AX20 POD MH MH 100.40 FINAL GRADE 99.80 FILTER FABRIC 96.40 TH#1 TM f & INSULATION OG EXISTING 1500 -GAL FAP EXISTING ADVANTEX PUMP TANK ML/PT BASIN s.so ss.so SEPTIC SECTION 2' SCALE: NTS SEA TURN BLOCK 2, LOT 16 PREPARED FOR: SHON & JULIANNE ROBINSON 6140 AZALEA DRIVE ANCHORAGE, AK 99516 FIRST WATER CONSULTING 13030 Sues Way Anchorage, Alaska 99516 (907)350-9566 FirstWaterAK@gmail.com a a 4BR HO MT MT 100.40 FINAL GRADE 99.80 FILTER FABRIC 96.40 TH#1 TM f & INSULATION OG 5/30/2001 ORG/OL ML/PT s.so ss.so 2' SEWER ROCK ORIGINAL GRADE 96.40 96.40 96.40 SP 4' HIGHEST ML POINT 6/7/2001 5' GRND.WTR. ® 6' T GM EXCAVATED BIOMATTED MATERIAL & PEAT/ORGANICS 8.5' BOH TO 2'+ & INSTALLED MOA APPROVED SAND BACK TO ORIGINAL ELEVATIONS 87 SUPPORTIIIISERVICES: OF AL4 C * 9TIH DATE: 4/23/2021 /rtis Hu / SURVEY: KGL CE 128991 ` Huffman wx DRAWN: 1 20' SCALE: 1 11X 4/23/2021 " = \ P*OFESSI00, �'w HOUSE DETAIL PORCH- Scale: 1" = 30' ri 2 STORY RESIDENCE .6 / W/ WALKOUT BSMT. 0 5 15 25 50 100 SCALE" 1"=50' 6' s.a' JBALCONY DECK AZ ALE A. - I WELL E 154.32' O AS 100' (A PROTECTIVE r CONCRETE WELL RADIUS DRIVEWAY SEPTIC PIPES _ MANHOLES \ 24. Q. AI PHALT SEE HOUSE TREATMENT/ DETAIL POD J 6" SEPTIC PIPE _I � _ Lot 16WIRE FENCE-VZ� I / 48,847 S.F. 0 O /M W / O Lot 15 N C) / Z � 50' STREAM PROTECTION / SETBACKS \—ELMORE CREEK / 50' TEMPORARY TURNAROUND ETAINING WALL I x7.9' SHED (SE/(SEE NOTE) 20' UTILITY EASEMENT Lot 4 01 0 1 6g' c)� 10' UTILITY EASEMENT Rp p,D � RA881� / NOTE: THE RETAINING WALL, SHED AND ASPHALT DRIVEWAY ENCROACH ONTO LOT 4. PLOT PLAN ___ AS BUILT _X_ SCALE _1" __ 50__ GRID _ SW 3138__ Project No. 11500 Daryl Avenue, Anchorage, Alaska 99515-3049 Lang & Associates, inc. (907) 522-6476 Phone ooQ000pO� (907) 522-4625 Fax o Professional Land Surveyors kenolangsurvey.com o of !g4Q%9 � tonathan®lonasurvev.com O S Q I hereby certify that I have surveyed the following described property: LOT 16, BLOCK 2, SEA TURN SUBDIVISION (PLAT No. 79-197) 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 __LL_ Day of —1 «________, __>'_� _, 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. 9THS x.:...4. -..1a........... KENNETH IANG 4' o ,QOROFESSIONAI- � 0 AECC963 MUNICIPALITY OF ANCHORAGE OnZiteWater & Wasttwater Program PO Box 196834 VM Elmore Rapp Anchorege,ALpska 94619-6650 phone: (347) 343-7944 Fax: (907) 343-7997 5. &p:liwww_muni.o4ansthe Gn-Site Wastewater Disposal System Permit Permit Number; OSP211100 Werk 7ypin: Septic Upgrade Tsx Code N urnbq! r 01712140000 S ite Lega I Add res s: SEA TURN BLK 2 LT 16 G:3138 Sits Mailing Address: 6140 AZALEA DR, Anchorage Owner ROBINSON 5HON D a JULIANNE Design EngFri e$r: FIRST WATER CONSULTING 'rhis permit is for the construction of, Q Disposal Field ❑ Septic Tank ❑ Holding Tank Q Privy Effective Date: Expiration Data: jnrnr De Imrrmerit 419)2x21 4tBI2C)22 LDC SIze in Sq Ft: 46847 Total Bedrooms; 4 ❑ Private Well 11 Water Storiago A II c onstructlon s ha I I be in accordanaa with: 1. Thin at"ed approv-od -design, 2. Al I req u irements specified In Anchorage Mu nicipal code C hapters 15 as and 15.5 a rid the State of Alarka YUa9tewatsr Disposal Reg ulations (I8AA 72) and I> eking VViter Reg ulations (I8AAC 80) 3. The wa'a#ewalter axle requires 3n"r-trans dufing 4111 ij I yAwl 6 Liul 1. Tfle bRlijiIjG461 sllWu riaflfy the Development Services Depar#Irent per AMD 1 SAS. provide notifiGation by Calling (907) 343-704 X249). 4. Fiam Cctobar 15 Io Aprl] 15. a Substrrface sail absorption system under corlsire cW-i durfng freszing wpother Small he either: a. Opened and Closed q�n the same day, or b. Covered, sealed, and heated to prevent freezing S PecTal FrovlsTarns: 14 reserwe a bsdrption bed is built, i nstal Ie r shall excavate out a ny peat layer that is LbQ tered (8hc rn down tat ft hp low orioInal grade on the 240'1 test hale) and build back up to specified of sewer rock with filter send. Re ived By: Issued By: gb_�r" 41912021 Data Cate: a# t .� Development Services Department 14 '. On -Site Water R. Wastewater Section ON-SITE SEPTIC/WELL PERMIT APPLICATION Parcel I.D. 017-121-40 Property owner(s) SHON & JULIANNE ROBINSON Day phone Mailing address 6140 AZALEA DRIVE, ANCHORAGE, AK 99516 Site address 6140 AZALEA DRIVE, ANCHORAGE, AK 99516 Legal description (Sub'd., Block & Lot) SEA TURN BLOCK 2, LOT 16 Legal description (Township, Range & Section) Lot Size 48847 Sq. Ft. Number of Bedrooms 4 Phone: 907-343-7904 Fax: 907-343-7997 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field 0 Initial ❑ Single Family (SF) 0 (w/wo ADU) Septic Tank ElUpgrade Q Duplex (D) F-1 Holding Tank ❑ Renewal❑ Multiple 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. (Sigfiature of property owner or authorized agent) Permit/Rush Fees: - ' _5q 6-1 Date of Payment: 2 a 02 Receipt Number: 170 065 Permit No. OS P I [ [ CO Waiver Fees: Date of Payment: Receipt Number: Waiver No. GADevelopment Services\Building Safety\On Site Water and Wastewater\Forms\Client Forms\Permit Application.doc 13030 Sues Way, Anchorage, AK 99516 907-350-9566 / firstwaterAK@gmail.com April 6, 2021 Municipalities of Anchorage On-Site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99507 RE: SEPTIC SYSTEM UPGRADE PERMIT LEGAL: SEA TURN BLOCK 2, LOT 16 The property owner has requested we obtain a permit to upgrade the failed absorption bed of the above referenced lot. We propose to either rebuild the existing bed by removing all bio-matted material, replacing with MOA approved sand, sewer rock and other materials per code or installing the reserve bed as shown on the attached design to serve the existing 4-bedroom residence. The design is based on MOA record documents. The slopes are moderate at 5-10% 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 OSP211100, Rebecca Carroll, 04/09/21 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP211100, Rebecca Carroll, 04/09/21 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP211100, Rebecca Carroll, 04/09/21 Municipality of Anchorage Development Services Department --' Building Safety Division On-Site Water & Wastewater Program, 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 '~ www.ci.anchorage.ak.us (907) 343-7904 Page 1 of 5 On-Site Wastewater Disposal System and/or Well Inspection Report Permit Number: SW050560 PID Number:. 01 7-- 1 21 --40 Name: JOSH PEPPER Wastewater System: · New [] Upgrade Address: 6140 AZALEA DRIVE *ANCH. AK, 99516 ABSORPTION FIELD Phone: No. of Bedrooms: (:907) 562-2556 4 I-I Deep Trench [] Shallow Trench · Bed I-IMound BOther LEGAL DESCRIPTION ~, R.,.g: 6.0 cP,/s~. FL ,al Depth from a~,.olSEEgraa.:DWG Block: Lot: Subdivision: Depth to plpe bottom from arlglnol grade: Grovel depth beneath pipe: 2 16 SEA TURN SEE DWG FL 0.51 FL Township: _ Range: _ Section: _ Fill added abOVesEEOflginaIDwGgrade: FL Grovel ~,~: 12 FL Gravel width: Number of i~n~: JDiefl3nce beb~een lines: WELL: · New [] Upgrade 12 FL :5I 4 Ck~uiflc~on (Prlv~e. A.B.C): Total Depth: Caeed To: Total obeorpUon area: Pipe PRIVATE 1 66 .. 1 66 .. 1 44 so. rt. · D .3054/ F-81 0 Driller:, D~te Drilled: St~Uc W~tsr Lewl: I~tol¼r:. I~te HEFTY DRILLING 8/28/2002 42 ~ A+ HOME SERVICES 1-5/2005 Yield: I Pump ~et At: I Caeing Height Above ~round: 3o G.~I UNKNOWN ~, 2+ FL TANK SEPARATION DISTANCES [] Septic 1:3 Holding [] S.T.E.P. *· Other T~o Septic Absorption Uft Holding F~ubl~c/Pdvete Manufocturor:. Calx~Ity In g~llon~: Tank Field Station Tank se,,,r Un. ORENCO 1500 Well 100% 100'+ 100'+ - 25'+ M~,: FIBERGLASS Number of comp~rtment~: 2 Sa,ace Water 100'+ 100'+ 100'+ - - LIFT STATION Size In gollone: I Manufacturer. Lot Une 5'+ 10% 5'+ - -- 1500/64 IANCHORAGE TANK/ORENCO SYSTEMS 'Pump on' level ~t: rPump off' level ~ IH~gh water alamn at: Foundation 5'+ 10'+ 5'+ - - TIMER/44" I TIMER/44"I 44"/61.5" Curtain Drain ~ NONE KNOWN . Pump Make ac Model: Iqectrlcal InepecUon, performed by:. I I ~20 OSI 05 HHF M.O.A. Remarks: *THIS IS AN ADVANTEX TREATMENT BENCH MARK Loc~Jon and De$cdpUon: SYSTEM BOTTOM OF SIDING NEAR POINT "B" IA~umed Elevation: )-~)4.99 FL Inspections performed by: AKWWC. INC. Dates:lst 9/1/2005 ~~:,,i/~.~..:7..V~ 2nd 9/4/2003 I ......... ri'il .......... :""~ Development S ,[vices Department Approval. (/0~,~I'.. R(~viewed and approved by: ("~'/[~'~ Date: 2-/r./(0¢ ~f'.o~V"il ....... (Rev. 12/01) ~\~a A B ST1 35.86 34.46 POD 40.03 35.10 MH1 45.46 36.71 MH2 47.56 43.30 IVlT1 56.77 44.98 MT2 62.74 45.76 MT3 70.76 55.36 MT4 65.12 54.81 AI.ASI(A WATER & WASTEWATER c.J.O. ............. CONSULTANTS, INC. SCALE 5701 E. TUDOR ROAD. SUITE t01 * ANCHORAGE. AK 99507 ° PHONE (907)557-6179 ' F/~J( (907)538-5g&6 1" = 40' PREPARED FOR: PHONE NUMBER: PAGE NUMBER: JOSH PEPPER (907) 562-2556 2 OF LEGAL DESCRIPTION: SEA TURN SUBDIVISION; LOT 16, BLOCK 2, TfPE OF WORK: AS-BUILT DRAWING OF NEW WELL AND SEPTIC SYSTEM PERMIT NUMBER: AS -- B MILT D RAWIN G PARCEL ID NUMBER: SW030560 017-121-40 TOP OF' ADVANTEX POD /--TOP OF' MANHOLE m 101.44 '--~ · / 101.38 FINAL GRADE = ~ ~ TOP OF MANHOLE - 100.7+ -- ~- ~ 100.40 eom'mm'OR ~x ____2x_,- ~ ' .................. ~==:::~==~_ ToP or T~K ~~ 3~'il"' ~~~-mmmm ~ '~ ~ .M_SAND · J. .~ ,~.. '-"j-~..- .~ ~ ..... '"'_ _I=' = ~ /' ¥3 ' ! TO DRNN / VI ]~a~ : 1. ~ ' I~RT ................................... ~ . ............. OR.CO PUMP VAULT ~R~ ~E= MONEORiN~ ~BE~--/100'82-100'7 ~ONITORIN~ ~BE 5 / F"~°~ --, / /F"~" ~'c ~.-. . ,~.. ~ - .,~. ~_, = 94.99-96.46 I~T OF PIPE= 97.97(AVG) ~ ~E DI~IB~ON UNES ~E 1.25 INCH / OF GROUNDWA~R SH~U~ 40 ~C ~ 1/4 ~NCH HO~S / · ' SPACED 12 INCH~ ON CE~. 10 HO~ P~ ~ 30 HO~ TOT~ IN E~RE ~M.~ ' R~ E~A~ON~ - OF BOSOM OF ~ HO~= 82.96 .~w. ~: ~¢.. .... ~SI~ WATER & ~SI'E~TER c.~.~./~.c.., g~:' ....... H .... CONSULTANTS, INC.' ................ S~ 3701E. TUDORROAD, SUITEIOI'ANCHORAGE, AKggSo7"PHONE(gO7)337-6179'F~(907~36'SZ&~ N,T.S. PR~ED FOR: PHONE NUMBER: PAGE NUMBER: ........................ JOSH PEPPER (907) 562-2556 5 OF ~ S[~ I~R~ S~BDIVISI0~; k01 15, BLOCK 2, ~PE OF WORK: PROFILE AS-BUILT DRAWING OF SEPTIO SYSTE~ CONSTRUCTORS 909 561 3620 a 338324G NO. 124 ~002 Permit Number '5_ D'~'te S, ta~ed ?__~.~...~ .6.~Date Completed f.__-~.~_ ~ Ii well located at approved pe~It location? ~Yes - No pf~.Q~y Owd~ Name & Address: Legal Description bop I .q-o Borehole Data: Soil Type & Thickness & Water Strata Depth From 'fo 0 /L Method Of Drilling:.., air rotary ~ cable tool Casing T) Wall Thickness.~CheS Diamete~ inches, ' depth.~.~feet Liner Type: Diameter inches, depth._~feet Casing Stickup Above ~round: '~ feet Static Water Level (from ground levell feet Pumping Level:__ _feet after.~_hrs, pumping_ .gpm Reco'~very Rate: ~.ff~) _gpm Method Of Testing:. ~ Well Intake Opening Type: .~ 'Open En~ ~. Open Hole 0 Screened; Start_ ..feet Stopped_ feet [] Perforations St=rt _feet Stopped_ feet t; Volume - Depth; from. feet, to feet Intake Depth:~ feet Pump Size hp Brand Name Well Disinfected Upon C~p/letlon? .~ Yes -~ No Method Of Disinfection.~l~ -~omments: Attention: The well driller shall provide a well log to the prope~y owner within 30 days of completion and the property owner or the well driller shall provide a well log to the Dept. of Health & Human Services within 60 days of completion. T0:3383246 12/3/2003 5:2~ PAGE .l!t Rl§htFa~ Hunicipility of Anchor-g~, Building Sef~ty Division 4700 South Bragaw P:I/1 IN~PI~CT/ON: VOZCE 343-B300 ;/NSPEC'r~ON: FAX (g07)241/-7777 I'~m~ Address L~gal Subdlvl;Io. Commenb or DlrIcUon. ED'S 6140 AZALEA DR BI( 2 LT A.H. CALL B-4 SEPTIC SYSTEM Permit 03-9088 Phone 272-4591 Znapectlan Date 12/3/2003 ~n~pection Service Electrical Rain~p~e~ion N '"~ NO NONCOMP~CE OBSERVED [] c'OI:U~,ECT'~ON$ ESSEN'I'JAL AS EXPLAINED BELOW [~] WILL RE-EXAMINE AT NEXT [] DO NOT CONCEAL UNTZL REZNSPECI~ON INSPECTION CQMMEN'~: (for inspectnr use onty) ~nipec~Dr. Dill: DEC-3-2003 WED l~:~r~F~1 IO:~* HOME 5ERUICE$. INC. MUNICIPALITY OF ANCHORA GE Development Services Department On-Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Renewal Date Issued: Sep 08, 2003 Expiration Date: Sep 07, 2004 Permit Number: SW030360 Legal Description:'r SEA TURN BLK '2 LT 16 · Design Engineer: 0041 AK Water & Wastewater Consultanl Owner Name: JOSH & LINDSAY PEPPERD Owner Address: 6140 AZAKA DRIVE ANCHORAGE, AK 99516- Parcel ID: 017-121-40 Site Address: 006140 AZALEA DR Lot Size: 48847 SQ. FT. Total Bedrooms: 4 Permit Bedrooms: 4 This permit is for the construction of: r'~ Disposal Field [] Septic Tank r-~ Holding Tank [--~ Privy [-'-] Private Well [~] Water Storage All construction must be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations ( 18AAC72 ) and Drinking Water Regulations ( 18AAC80 ). 3. The engineer must notify DSD at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 ( 24 hours ). ( Not required for a Water Supply Permit only ). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. Received By: Issued By: Date: Date: ?/~/~ Municipality of Anchorage Development serviCes Department Building Safety Division On-Site Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 ON-SITE 'SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. Property owner(s) Mailing address (1) Permit Number SWO,~,O~'~,O Day phone ,~ ,"~/'~ -.~ 7 ~D I Mailing address (2). Legal description (Lot, Block & Sub'd.) Legal description (Section, Township & Range) ~_o~ si~e ~ Z ~ R'~ ^or.~S,.,~. zi~ co~ ¢¢ <j / & I~ ~L-F- 'Z .~ %, ,-~ Number of Bedrooms THIS APPLICATION IS FOR: Sewer Only Sewer and Well Sewer Upgrade THIS PROPERTY CONTAINS: Hot Tub Swimming Pool Therapy Pool Well Only [] Water Storage [] E] Jacuzzi E] Water Softening Unit D I certify that the above information is correct. I further certify that this application is being made for a Single Family Dwelling and is in accordance with applicable Municipal Codes. :(~ignature of prop~ty owner or afutl-iorized agent) Permit Fees: RIE,~J~I~'~'L Date of Payment: Receipt Number: (Rev. 1~00) m Waiver Fees: Date of Payment: Receipt Number: ALASI(A WATER & WASTEWATER September 5, 2002 Municipality of Anchorage Development Service Department Building Safety Division On-Site Water & Wastewater Program 4700 SOuth Bragaw Street P.O. BOx 196650 Anchorage, AK 99519-6650 'RE-DESIGN: Permit SW020298' Reft Proposed Well and Septic System redesign for Lot 16, Block 2; Sea Turn Subdivision ADVANTEXTM TREATMENT SYSTEM To whom it may concern: 1. GENERAL: A permit was issued on 8/9/2001 for a Biocycle treatment unit to be installed on the subject property. The new mvner retained AKWWC, Inc. to redesign the system to utilize Advantex technology. The proposed 4 bedroom home will be served by a private well and septic system. We are proposing to place the drainfield/s around the 30 foot radius of the test hole that was logged and perked by Ted Moore, P.E.. 2. SOILS: See the attached log (prepared by Ted Moore, P.E.), which shows the soil classifications, groundwater monitoring, and the percolation test results. 3. DRAINFIELD APPLICATION RATE: The intent is to install an Advantex Treatment System that will allow the use of a small drainfield in the area around the 30 foot radii of the test holes. e DRAINFIELD DESIGN: a. Percolation Rate: 5 minutes/inch (The allowable application rate is 6.0 gallons/day/fl2) b. Proposed Application Rate: 3.0 gallons/day/fl2 c. Number of Bedrooms: 4 d. Design Flow: 600 gallons per day e. Minimum Absorption Area: 200 fl2 f. Total Depth: 2.5 feet (max.) g. M.O.A. Approved Sand Filter Depth: 1+ feet h. Effective Depth: 0.5 feet i. Width: 8 feet 6901 Debarr Road, Suite 2B ~ Anchorage, AK 99504 Ph: (907) 337-6179 ~ Fax: (907) 338-3246 ~ akwwc.com j. Minimum Length: 25 feet long k. Effective absorption area: 200 ft2 5. ORENCO PACKAGE SYSTEM: The fiberglass STEP tank with the Advantex treatment system will be manufactured by Anchorage Tank & Welding to meet the latest design criteria established by Orenco Systems, Inc. The point of contact at Anchorage Tank is Lowell McNutt. As with their standard STEP tank, it is equipped with a high water alarm per M.O.A requirements. 6. SURFACE WATER: There is a small stream to the south of the proposed septic system. The system is to be installed 100+ feet from the stream. 7. TOPOGRAPHY: There is a natural "swale between the proposed drainfield site/s and the home site that will need to be filled so as to eliminate any slopes that are greater than 25% within the vicinity of the drainfields. We are requesting that your department require fill only as necessary to ensure that the drainfield is at least 35 feet away from any slopes greater than 25%. Given the level of treatment, and the porosity of the receiving soil, there is minimal potential for laterally migrating effluent to surface. 8. CLOSING: I am open to any suggestions from your department that would be an improvement to the proposed system. I am unaware of any negative impacts that this installation would impose on adjacent wells, or septic systems. If you have any questions, please call us at 337-6179. Jeft~'~y~ ~. E., NOTE: Attached is a site platt drawing, a design draw#tg, an Advantex detail, a trench detail, two soil logs, and a 7 page construction specification letter which are all part of the design package for this septic system. 6901 Debarr Road, Suite 2B ~ Anchorage, AK 99504 Ph: (907) 337-6179 ~ Fax: (907) 338-3246 ~ akwwc.com //LOT 13. BLOCK 1, / SEA TURN S/D; LOT 15, BLOCK 2, PROPOSED SEPTIC SYSTEM (SEE DESlCN PACE 2 OF LOT 14o BLOCK I I I SEA TURN S/D; LOT 14, BLOCK 2, I / / ! ! ! PRO"POSE3:) 4 BEDROOkl HOUSE ALASI(A WATER & WASTEWATER ...... CONSULTANTS, INC., .... 6901 DEBARR ROAD. SUITE 2B * ANCHORAGE. AK qqSO& ' PHONE (907)337-6179 * FAX (907)538-5Z&6 9/6/02 DRAWN BY: B.S.G. SCN. E: 1" = 100' PREPARED FOR PHONE NUMBER: PAGE NUMBER: JOSH PEPPER 562-2556 1 OF 4 LEGAL DESCRIFT]ON: SEA TURN SUBDIVISION; LOT 16, BLOCK 2, TYPE OF WORK: SITE PLAN ~ ' / CREATER THAN 25g WITHIN ;35' OF THE / ~ · \ -- DRNNFIELD.¢.,t-3%\1~ x' '"J~ I-- ~ \ · oF n,, AREA ' ~,~, IS 2.5 FEET DEEP MAXIMUM. BY 8 FEET ~ ~ I / \ WIDE BY 25 FEET LONG. ADD 1-2 FEEl' ~ ~ , ~.~c.,. I ;'---------'X. \ ~ ~ -. I ~ - ---~" HOLES SPACED EVERY ;36 INCHES ON ~_.,.._;..,..,4. IX ,. \ / PROPOS~J) CE.~. .Y'i ?~-*----~ !X.=x . ~ I . ~.oo~'." I ~- I . ~/ /~---J/_~'.r.--~, _~., _. _--"ouSE ~., .J_---'? / __----"-I .,,' / , ' I -- X/ ¥ \ \ '~ I ADV,~TEX TREA'mE:h'r UNn' Wn'H UFT ...--" -- /I ~o' I ~A~O, (s~ DES,G, ~E ;3 O~ ,) ~- .-- ~'"'- \ I _....-'"'- ~ I "'- \ I ..----"~ _.-.--'~ I , ~- I ..~ 1.oo~ .F_~.. S...E'[B.AC_K: THE WEST [ / ~"'- I ~ ~ ~ LOT UNE AND ALL WELL RADII SHOWN ' . _ ~- FLAGGED BY A REGISTERED LAND I i ~ ~ -~- SURVEYOR PRIOR TO CONSTRUCTION. AI.~SI~ WATER & WASTEWATER ~;, CONSULTANTS, INC,- = 40' PREPARED6°01 DEBARRFoR:ROAD. SUITE ZB * ANCHORAGE. At'[ 0950/-, * PHONEpHoNE(qOT)537-6179NUMBER:* F~X (907)558-5Z&6 PAGE NUMBER: JOSH PEPPER 562-2~36 2 OF' 4 SEA TURN SUBDIVISION; LOT 16, BLOCK 2, ~;,i~e~ ..~ ......... ,,,~.~., ~E oF WOR~: DESIGN DRAWING FOR PROPOSED WELL AND SEPTIC SYSTEM AdvanTex Treatment System ,ov,~ ~.! AX20 - Mode 1 a ~ S~t~~ 40x94Pod D~NR~ IN~ O~ ~E SE~C T~K · 4' B~ND ON ~ SlD~ ~C~ UNDER ~E ~V~ RL~. ~IS Wl~ ~OW FOR H~TTO ~E ~OM T~K · RISE ~0 ~E RL~ ~0~ ~ I~H 6' ~IM ~ ~~ I~ x : I1~ tllll S~R : : ~ ,..,~ / I ~ ~ : :: ',.~..~.., i~j. ,2.t,q ~._E_[U.~ II Jill / , ' l, , OR~CO SH~ PR~N- [ .... ~ [ i; '* m~ ~v,=~ I ~ .j: , ADVANTEX TANk t~ i,i' ~! ~SI~ WATER & WASTEWATER ~ 4~ "- . .. COUSULT*UTS. ~UC. ~.~::: .... ~ ZT.:/~ ...... 6901 DEBARR ROAD, SUITE ZB ' ANCHORAGE. AK 9050~ · PHONE (007)~57~170 · F~ (q07)SgS-gZh6 ~ ,~c,,~o,: '0~, ~'. [q~:-~ .-"¢-~ SEA TURN SUBDIVISION; LOI 16, BLOCK 2, uh[~ ". J .." DETAIL DRAWING OF ADVANTEX TREATMENT SYSTEM I - * .- 2' · ----2' I~" · ~15' ~0 O~ 'I I, I I I I I ,., 25'I ~ I ~ I I .~ I . I I I TREATMENT uNrr , . , ~i~' ~0 MT M~] - 25 ~ LONG INSU~ON ~ RL~ F~RIC~ 5 R~G~E UT ~ X ~ UT 2.5' ~ =_ , , ~E DI~IB~ PIPE IS TO BE 1 25 INCH ~ ~ 0.25 INCH HO~, 8 HO~ P~ ~6 INCH~ ON C~R ~I~ WATER & ~TE~TER ~ CONSULTANTS, INC. 6qOI DEBARE ROAD. SUITE 2Be ANCHORAGE. AK ggSOG e PHONE (q07)557~,79 ' F~ (907)358-5ZG6 N.T.S. PR~ED FOR: PHONE NUMB~ P~E NUMBS: JOSH PEPPER 5e2-2~3e ~ D~C,I~ON: SEA TURN SUBDIVISION; LOT 16. LOCK 2, ~E OF WORK: ~ ~rofesslo~ DETAIL DRAWING OF PROPOSED BED ITEST HOLE LEGAL DESCRIPTION: DATE PERFORMED: PERFORMED FOR: DEPTH -- (feet) 10-- 11-- 13-- FLATTOP TECHNICAL SERVICES 14530 ECHO ST. ANCHORAGE, ALASKA 99516 SOILS LOG - PERCOLATION TEST Lot 16, Block 2, Sea Turn S/D May 30, 2001 Allen Combs ML Silt§il material Pt. SP Brow~ silty sand ML gray sandy silt GM Graysilty gravel Very dense and hard to dig Rounded cobbles Water seeps noted below 7 feet a.Ho SLOPE : Depth to Groundwater Date Water ~ 7.5' B.G.L 5/3fll01 i o%:; :: 49% I 14-- 15-- 16-- 17-- 18-- 19-- 20-- ~e 5/30 Clock Net Time Pemometer Net Drc~ Reading 'r'~'~e (minutes) Reading (inches) 12' Presoak 27 3/6 12'' resoak 27 3/8 Add water & start 4:11 23 3/8 #1 4:26 15 19 15/16 3 7116 Add water 4:26:30 23 1/2 #2 4:41:30 15 20 1116 3 7116 Add water 4:42 23 9116 #3 4:57 15 20 3118 3 3/8 I I I PERCOLATION RATE § (mlnute~finch) PERC HOLE DL~IETER 6 TEST RUN BETWEEN 3.0. FT AND .. 3.5 FT COMMENTS: such as a "Biocvcle" or a bottomless intermittent sand filter. PERFORMED BY FLAI'I'OP TECHNICAL SERWCES. I ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. Due to shallow water table and small amount of available area, recommend Installation of an advanced treatment system CERTIFY THATTHIS TESTWAS PERFORMED IN DATE: ~"'/' -/~/C:~/ Wednesday, September 11, 2002 Municipality of Anchorage Building Safety - On Site Water & Wastewater 4700 South Bragaw Street Anchorage, AK 99507 Re: Lot 16, BIk 2, Sea Turn Sub Josh Pepperd 12032 Town Park Circle Eagle River, AK 99577 To Whom It May Concern: Please accept this letter to meet the requirements for an owner/building to install a new septic system, per the permitted and approved design as re-submitted by Alaska Water & Wastewater Consultants, for the above referenced lot. As the owner and builder for the above referenced parcel, I am qualified to perform the installation, with the required engineer inspections, due to the ten years of construction experience I have. My experience ranges from residential to commercial, the majority of which has been obtained with Davis Constructors & Engineers, Inc. Currently, I am a project manager for Davis, but have previously been a laborer and obtained a Bachelor of Science degree in construction management in 1999 from Boise State University. Sincere Jr. . Joshf~epp Prop0rty Owner M micipality of Anchorage Mark Begich, Mayor Building Safety Division P.O. Box 196650 · 4700 Bragaw Street Anchorage, Alaska 99519-6650 ° (907) 343-8301° Fax (907) 343-8200 July 28, 2003http://www.munt.org Allen Combs 10101 Hillhaven Circle Anchorage, AK 99510 Subject: On-Site Water and/or Wastewater Permit. Permit Number: SW020298 Legal D escription~S..ea'~urri'B16~,l(2 IiSt i 1'6 Dear Allen Combs: An On-Site Water/Wastewater Permit, number SW020298, issued by this office for a single-family system, will expire on August 15, 2003. This permit was valid for 365 calendar days. Ifthis was a well permit and the well has been drilled, a well log must be sent to this office for documentation of the installation and to close the permit. If this permit xvas for a wastewater disposal system, an original as-built inspection report must be sent to this office for review, approval and documentation. This as-built inspection report must be signed by the licensed Professional Engineer who inspected the installation of the system. As-built inspection reports are required to be submitted within 30 days of the completion of the system. If no system was installed under this permit, and you are still planning to install a well or wastewater disposal system, a new permit must be obtained from this office. A new permit for a second year may be issued for a fee orS100.00 if the renewal application is received on or before the expiration date of the original permit. When applying for a new permit, the fees are: $400.00 for a wastewater permit and $150.00 for a well permit. If you have any questions, please call this office at 343-7904. Lm&zrr°Ss, On-Site Water and Wastewater Pro~ram Enc: Copy of permit MUNICIPALITY OF ANCHORAGE Development Services Department On-Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage. AK 995196650 (907) 343-7904 ON.SITE WASTEWATER DISPOSAL SYSTEM I WATER SUPPLY PERMIT Renewal Date Issued: Aug 15, 2002 Expiration Date: Aug 15, 2003 Permit Number: SW020298 Legal Description: SEATURN BLK 2 LT 16 Design Engineer: 0019 Flattop Technical Services Owner Name: Allen Combs Owner Address: 10101 Hillhaven Cir Anchorage, AK 99516- Parcel ID: 017-121-40 Site Address: 006140 AZALEA DR Lot Size: 48847 SQ. FT. Total Bedrooms: 4 Permit Bedrooms: 4 This permit is for the construction of: [] Disposal Field [] Septic Tank [] Holding Tank [] Privy [] Private Well [] Water Storage Ail construction must be In accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations ( 18AAC72 ) and Drinking Water Regulations ( 18AAC80 ). 3. The engineer must notify DSD at least 2 hours prior to each inspection. Provide notification by ca, lng (907) 343-7904 ( 24 hours ). ( Not required for a Water Supply Permit only ). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. Date: ~////~"/0 ~.. Municipality of Anchorage Development Services Department Building Safety Division On-Site Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 ON-SITE SEWEPJVVELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. Permit Number SWO'~ OZ q8 Property owner(s) / L,~.~'/Z/ Mailing address (1) ,/4P/~;',/' yZ///~/-/~/5~' ~/.,,~'~/7/ ~---,//~ Mailing address (2) Legal description (Lot, Block & Sub'd.) Legal description (Section, Township & Range) Lot Size Z_/z'~'/ ~:)~7'~ Acres/Sq. Ft. Number of Bedrooms THIS APPLICATION IS FOR: Sewer Only Sewer and Well Sewer Upgrade THIS PROPERTY CONTAINS: Hot Tub Swimming Pool Therapy Pool Well Only Water Storage Jacuzzi Water Softening Unit I certify that the above information is correct. I further certify that this application is being made for a Single Family Dwelling and is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) Permit Fees: //~')- I ~ ~_U~/~ Waiver Fees: Date of Payment: "7//D/,O ,,~ Date of Payment: Receipt Number: ~ q,-,~. (~ Receipt Number: (Rev, 12/001 Municipality of Anchorage July 3, 2002 George P. Wuerch, Mayor Btfildlng Safety Di~qsion P.O. ~x 1~ * 47~ S: Bragaw S~cct ~chomgc, ~aslm ~519-~ * (~7) ~43-~01 http://~v.cl.nncho~gc.ak.us Allen Combs 10101 Hillhaven Cir Anchorage AK 99516 Subject: On-Site Water and/or Wastewater Permit. Permit Number: SW010305 ~.Legal Description: Sea Turn Block 2 Lot 16~ Dear Allen Combs: An On-Site WaterAVaste;vater Permit, number SW010305, issued by this office for a single-family system, will expire on August 9, 2002. This permit ;vas valid for 365 calendar days. If this was a well permit and the well has been drilled, a well log must be sent to this office for documentation of the installation and to close the permit. If this permit was for a wastewater disposal system, an original as-built inspection report must be sent to this office for review, approval and documentation. This as-built inspection report must be signed by the licensed Professional Engineer who inspected the installation of the system. As-built inspection reports are required to be submitted ;vithin 30 days of the completion of the system. If no system was installed under this permit, and you are still planning to install a well or wastewater disposal system, a new permit must be obtained from this office. A new permit for a second year may be issued for a fee of$100.00 if the renewal application is received on or before the expiration date of the original permit. When applying for a new permit, the fees are: $400100 for a wastewater permit and $150.00 for a well permit. If you have any questions, please call this office at 343-7904. Manager On-Site Water and Wastewater Program Eno: Copy ofpermit MUNICIPALITY OF ANCHORAGE Development Services Deparlment On-Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK gg519-6650 (907) 343.7904 ON-SITE WASTEWATER DISPOSAL SYSTEM I WATER SUPPLY PERMIT Initial Date Issued: Aug 09, 2001 Expiration Date: Aug 09. 2002 Permit Number: SW010305 Legal Description: SEATURN BLK 2 LT 16 Design Engineer: 0019 Flattop Technical Services Owner Name: Allen Combs OwnerAddress: 10101 Hillhaven Cir Anchorage. AK 99516- Parcel ID: 017-121-40 Site Address: 006140 AZALEA DR Lot Size: 48847 SQ. FT. Total Bedrooms: 4 Permit Bedrooms: 4 This permit is for the construction of: [] Disposal Field [] SepticTank [] Holding Tank [] Privy [] Private Well [] Water Storage 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 ( 18AACS0 ), 3. The engineer must notify DSD at least 2 hours prior to each inspection, Provide notification by calling (907) 343-7904 ( 24 hours ). ( Not required for a Water Supply Permit only ). 4. From October 15 to April 15. a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. Issued By: Date: Parcel I.D. Municipality of Anchorage Development Services Department Building Safety Division On-Site Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 ON-SITE SEWEPJVVELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Permit Number swO Property owner(s) /4.lien ~C),n I,,.r Mailing address (1) Mailing address (2) Legal description (Lot, Block & Sub'd.) Legal description (Section, Township & Range) Lot Size /~/~ ~/-q/~' Acre~ 3'HIS APPLICATION IS FOR: Sewer Only Sewer and Well Sewer Upgrade THIS PROPERTY CONTAINS: Hot Tub [] Swimming Pool [] Therapy Pool [] Day phone Number of Bedrooms Well Only Water Storage Jacuzzi [] Water Softening Unit [] I certify that the above information is correct. I further certify that this application is being made for a Single Family Dwelling and is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) Permit Fees: 5'Zo' ~/2~' =' ~"~'~O Date of Payment: ,~ / ,3' /'~,1 Receipt Number: ~'/' ~ ~ ~--~' (Rev. 12/00) Waiver Fees: Date of Payment: Receipt Number: ALASKA WATER & WASTEWATER CONSULTANTS, INC. September $, 2002 Municipality of Anchorage Development Service Department Building Safety Division On-Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 RE-DESIGN: Permit SW020298 Ref: Proposed Well and Septic System redesign for Lot:' · ti tTL~ ~ / AD~ANTEXTst TREATMENT SYSTEM To whom ,t may concern: 1. GENE~L: A pe~t w~ ~ssued on 8/9/2001 for a Bn .... ~qwumt to be installed on the subj~t property. The new o~er retained ~WWC~ine. to re~ desi~ the system to utilize Advantex tec~ology. The proposed 4 bedroom home will be se~ed by a private well ~d s~tie system. We ~e proposing to place the drainfielWs ~ound the 30 foot ~dius of the teat hole that w~ logged and perked by Ted Moore, P.E.. 2. SOILS: See the attached log (prepared by Ted Moore, P.E.), which shows the soil classifications, groundwater monitoring, and the percolation test results. 3. DRAINFIELD APPLICATION RATE: The intent is to install an Advantex Treatment System that will allow the use ora small drainfield in the area around the 30 foot radii of the test holes. 4. DRAINFIELD DESIGN: a. Percolation Rate: 5 minutes/inch (The allowable application rate is 6.0 gallons/day/ft2) b. Proposed Application Rate: 3.0 gallons/day/ft2 c. NumberofBedrooms: 4 d. Design Flow: 600 gallons per day e. Minimum Absorption Area: 200 ft: f. Total Depth: 2.5 feet (max.) g. M.O.A. Approved Sand Filter Depth: 1+ feet h. Effective Depth: 0.5 feet i. Width: 8 feet 6901 Debarr Road, Suite 2B ~ Anchorage, AK 99504 Ph: (907) 337-6179 ~ Fax: (907) 338-3246 ~ akwwc.com j. Minimum Length: 25 feet long k. Effective absorption area: 200 It: S. ORENCO PACKAGE SYSTEM: The fiberglass STEP tank with the Advantex treatment system will be manufactured by Anchorage Tank & Welding to meet the latest design criteria established by Orenco Systems, Inc. The point of contact at Anchorage Tank is Lowell McNutt. As with their standard STEP tank, it is equipped with a high water alarm per M.O.A requirements. 6. SURFACE WATER: There is a small stream to the south of the proposed septic system. The system is to be installed 1004- feet from the stream. 7. TOPOGRAPIIY: There is a natural "swale between the proposed drainfield site/s and the home site that will need to be filled so as to eliminate any slopes that are greater than 25% within the vicinity of the drainfields. We are requesting that your department require fill only as necessary to ensure that the drainfield is at least 35 feet away from any slopes greater than 25%. Given the level of treatment, and the porosity of the receiving soil, there is minimal potential for laterally migrating effluent to surface. 8. CLOSING: I am open to any suggestions from your department that would be an improvement to the proposed system. I am unaware of any negative impacts that this installation would impose on adjacent wells, or septic systems. If you have any questions, please call us at 337-6179. ~t~[ NOTE: Attached is a site plan drawing, a design drawing, an Advantex detail, a trench detail. two soil logs, and a 7 page construction specification letter which are all part of the design package for this septic system. 6901 Debarr Road, Suite 2B ~ Anchorage, AK 99504 Ph: (907) 337-6179 ~ Fax: (907) 338-3246 ~ akwwc.com I ~.CtT 1:3, BLOCK 1. ~L..~ SEA ~RN ,,'1",, - ~ ~/~a~ ', ~', ~R~K ~ I I I I / / ~T 15. B~K 2, // / B~R~M HO~ ALASKA WATER & WASTEWATER CONSULTANTS, INC. PREPARED FOR PHONE NUMBER: JOSH PEPPER 562-2556 LEGAL {)F~CRIP710N: SEA TURN SUBDIVISION; LOT 16, BLOCK 2, TI'PE OF' WORK: SITE PLAN 916102 B.S.G. 1" = 100' I OF4 / OF M.O~ ~PR~D ~D RL~ ~ 0.5 ~ OF C~. W~H~ S~ D~N~K. ~E DI~IB~N UNE ~ ~ BE 1~5 ~H ~ ~ 0~5 INCH HO~ ~ ~ 36 INCH~ ON C~ --I~TALL IrOUNDA'nON I I ADVANTEX 'IREATME:~T UNff ~TH MFT ~TATION (SEE DI~GN PACE: 3 OF' 4) ...,."' '"'"" NOTE: THE CONTRACTOR SHALL HAVE THE }.......' ~ .~. 100 FOOT STREAM SETBACK. THE WEST I / ~ LOT UNE AND AIL WELL RADII SHOWN FLAGGED BY A REGISTERED LAND ...-..- SURVEYOR PRIOR TO CONSTRUCTION. ALASKA WATER & WASTEWATER ~ ~.s.o. f~.i.4.,. :~ ...... '"~0.,.2.....~ PREPARED FOR: PHONE NUMBER: PAC~ NUMBER: SEA TURN SUBDIVISION; LOT 16, BLOCK 2, .. ....... ... DESIGN DRAWING FOR PROPOSED WELL AND SEPTIC SYSTEM INOTF.: dlu CROSS, J p.r' ~ 11.1£ INLET___ J~ 40x94Pod NOT~: 114E ~OARD INSULATION ~O BE U~ ~A~N~~s~ IN~ ~ ~E S~C T~K · 4' B~ND ON ~ ~D~ ~C~ UND~ FOR H~T ~0 ~E ~OM ~K · II ~ ~ ~ ~ ~L~ ~ ~~ / ' ' :' ~m ~ ~ : '_' ," ' ':' ': I_L J:. ~ .. ~ ~ , ~ BEDROOM J'~ ~vA~ ~ , ~ ADVA~EX TANK ~S~ WATER & ~STEWATER ~.~.o. · ~ FOR: PHONE NU.B~: P~ NUUB~: ~--~ ~~~~ ~~~~'A~~~ JOSH PEPPER (907) 562-2336 5 OF 4 SEA TURN SUBDIVISION; LOT 18, BLOCK 2, '~.-"j..~ .'"~ D~AIL DRAWING OF ADVANTEX TREATMENT SYSTEM AdvanTex* Treatment stem -,.-- AX20 - Mode la ,o .: INSULA~ON ~ FILTER FABRIC --=~ F1NA~ (~,RADE ~CH ~ ~ 0.25 I~H HO~, 8 ~ P~ ~ ~D SP~ ~ 36 ~CH~ ON C~ ALASIqA WATER & WASTEWATER CONSULTANTS. INC., PR[PARED FOR: PHONE NUMBER: JOSH PEPPER 562-2336 SEA TURN SUBDIVISION; LOT 16, LOCK 2, DETAIL DRAWING OF PROPOSED BED 9/5/02 DRAWN BY: B.S.G. N.T.S. PAGE NUMBF...R: 40F4 ITESTHOLE# 1 LEGAL DESCRIPTION: DATE PE RFORMI" O:, PERFORMED FOR: FLATTOP TECHNICAL SERVICES SOILS LOG - PERCEPTION TEST ~ P~ Ve~ deme ~d h~d ~ dig ~ WMer seeps ~d be[~ 7 feet 8 ~ B.H. '""~ ............... 14 -- Ck~d< Net T~I I~mcx~t ef Net Dace Rea~g ' T~ (~) R~ 1~ ~oak 27 ~8 ~d~ter& ~ 4:11 23~ 16-- ~1 4~ 15 19 1~16 3 7116 ~d ~er 4:26:30 23 I~ ~ 4:41:30 15 20 1118 3 7116 17-- ~d ~er 4:42 23 g116 ~ 4:~ 15 20 ~18 3 ~ COMMENTS: ~ucfl as · '8ioc~e" or a bottorrgess ~term~tent sand fleer. I I p£RCO~AI~ON RATE _ ~ (r~n~ee/~ch) PERC HOLE DIAMETER 'r~ST RUN BEI1NEEN 3.~ FTAND ~,~ Due t~ ~ha~ow water table and sma~ emount of ev'aable area, recommend ~sta~aflon of an advanced treatment ~7stem ¢£RT~F'Y THAT THIS TEST W,a~ PERFORMED IN SEA 11JRN s./O; 13, BLOCK SEA IURN / / PRE. PARED FOR i ~JJ J // Wednesday, September 11, 2002 Municipality of Anchorage Building Safety - On Site Water & Wastewater 4700 South Bragaw Street Anchorage, AK 99507 Re: Lot 16. BIk 2, Sea Turn Sub Josh Pepperd 12032 Town Park Circle Eagle River, AK 99577 To Whom It May Concern: Please accept this letter to meet the requirements for an owner/building to install a new septic system, per the permitted and approved design as re-submitted by Alaska Water & Wastewater Consultants, for the above referenced lot. As the owner and builder for the above referenced parcel, I am qualified to perform the Installation, with the required engineer inspections, due to the ten years of construction experience I have. My experience ranges from residential to commercial, the majority of which has been obtained with Davis Constructors & Engineers, Inc. Currently, I am a project manager for Davis, but have previously been a laborer and obtained a Bachelor of Science degree in construction management in 1999 from Boise State University. Propbrty Owner 'CIVIL & ENVIRONMENTAL ENGLNEERLNG * ENERGY CONSERVATION & ANALYSI~ TIIEODORE F. MOORE, P.E. 14530 ECHO ST. PH: (907) J45-1355 August 2, 2001 ANCHORAGE, ALASKA 99516 M.O.A. DSD P.O. Box 19-6650 Anchorage, AK 99519 Dear Sirs: The purpose of this letter is to provide the required design narrative in support ofour application for a permit to construct wastewate? disposal facilities on Lot 16, Block 2, Sca Turn S/D, located at 6140 Azalea Drive. A soils log, pete test results, a site plan, design drawings and specifications are enclosed for your review. The proposed residual disposal bed will be constructed in the vicinity of`test hole # 1. As can be seen from the soil logs, the native material between 2.0 and 4.0 feet below ground level is brown silty sand with a measured pere rate of`5 minutes per inch. Because of limited suitable area on the lot and the presence ora shallow groundwater table at 6.0 feet below ground level, we propose to install a "Bioeycle' aerobic pre-treatment tank followed by a residual disposal bed underlain by 1.25 feet of' MOA filter sand. Using a conservative soil application rate of`2.0 gpd/sq, fl. for a Category II Advanced Treatment System, this proposed 4-bedroom residence requires an effective absorption area of(4 x 150)/2.0 -~ 300 square feet. The proposed 20-foot long by 15-foot wide bed has a bottom area of'300 square feet. To promote the longevity of the residual bed, it will be underlain by 1.25 feet of'coarse MOA filter sand. The natural topography of the lot in the area of proposed construction slopes gently down towards the south at approximately 5% towards a 50% slope dropping down to a small creek. Although the break in slope is less than 50 feet from the edge of the soil absorption bed, an imaginary line sloping down through the ground at a 25% slope from the distribution pipe invert would not daylight within 50 feet. The proposed project will have no known significant impact on present or future water supply and wastewater disposal systems serving adjacent properties, nor will it have any significant impact on reserved space-surface and subsurface, or on drainage. Please give me a call at 345-1355 ifyou have any questions on this submittal. Si,ncerely, Ted Moore, P.E. WELL-~ , , , ,IR 100 , ; / ~,; ~--WELL ..- , ,/ , ~ · R4oo' ,' ~-- LOT13 : / LOT14 : '~" ~1 ',/ BLOCK1 ; ,~-~'~,,'', , , , , ,, , .E~OP,~',/E ~ ~ ,~ ,' · ~- .~ ._ _ _' .... ~ : , , · ' , R 100' SITE FOR REPLACEMENT DISP. BE(~-' TEST HOLE #1 50' OFFSET FROM BLUFI CONSTRUCT 15' x 20' RESIDUAL DISP. BED ', . ' , WELL ', SITE APPROX. LIMIT,~ INSTALL "BIOCYCLE" AEROBIC TREATMENT UNIT/ R 100' LOT 4, BLOCK 2 EAGLEBROOK S/D (VACANT) ',. LOT S~ TURN S/D .. ~ WELL ~D ~P~C SYSTEM ......... S~E P~N FLATTOP TECI EqICAL SERVICES 14530 ECIIO STREET ANCIIOP, AGE, ALASIC. A 99516 I INCH = 50 FEET DRAWN BY TFM JULY, 2001 NOTE: THIS IS NOTASURVEYED PLAT. ALL LOCATIONS SHOWN ARE APPROXIMATE. 1 114" SCHEDULE 40 PVC ~ DISCHARGE LINE TO NEW SOIL ABSORPTION BED 8 4" DI~ D-3034 -- INLET FROM DWELLING "BIOCYCLE" TREATMENT UNIT M.T.--X PLAN VIEW 1.2s- pvc DIST. PIPE. W 3116~ HOLES SPACED 18", ~ " RESIDUAL ;: DISPOSAL "BED 4" DIK 1:%3034 INFLUENT LINE ! BIQCYCLE COVER ~--M.T. /-- M.T. -- FROM HOUSE / / , AIR COMPRESSOR ~ / ~ II -/Z'RIGIDINSU~TION I1~ ,, ' ..................... T'"~ ~ I ~ ,~ ~ ~ ................ ~........~ .................. ~~..~,~,..~ I' ~[) ~ORIGINALGROU~-, :;I m ~/ ~ ~ ~ ~ ~ ABS. O~.FIELD ~ ;~ ~S~D BACKFILL ~ BOSOM OF ~CAVATION ........................ -~ · ~. ~ . RESIDUAL DISPOSAL BED "/ 85 '--'L--~T. OF BIOCYCLE ~ ~ ~ ~ BLUE BOARD INS. ~ DISC~GE ~ ~ ~ PUMP -- ~ S~D LEVELING CROSS-SECTION "BIOCYCLE" LEGEND: TR~TMENT UNIT ~ PRIMLY SEWLING C~BER,~:~,,"",~ ~ ~'~.' Tn~/~ 5'.~ ~ PROPOSED SE~C SYSTEM ~ ~ .... ,.,, .... ,,.,,,,,,,~...~ PL~ A~ CROSS-SECTION _...c~ .,. ~., ~CHO~OE. JTESTHOLE# I LEGAL DESCRIPTION: DATE PERFORMED: PERFORMED FOR: DEPTH -- (feet) 2 ' 3-- 4 B.H. 9- FLATTOP TECHNICAL SERVICES 14530 ECHO ST. ANCHORAGE, ALASKA 99516 SOILS LOG - PERCOLATION TEST Lot 16, Block 2, Sea Turn S/O May 30, 2001 Aflen Combs ML Si~t fill material PL SP Brovm silty sand ML gray sandy silt SLOPE ~'- TEST HOLE #1 GM Gray silty gravel Very dense and hard to dig Rounded cobbles Water seeps noted below 7 feet 10- Depth to Groundwater Date 11 -- _W_ater ~.. 7.5' B.GL 5/30101 6.0' B.GL 6/7/01 12- 13- 14- Clock Net l~me Percometer Net Drop Date Reading Tirne (minutes) Reading (lnches) 15-- 5/30 1Z' Presoak 27 3/8 12" resoak 27~-3/8 Add water & start 4:11 23 3/8 16-- #1 4:26 15 19~5/16 3 7116 Add water 4:26:~10 23-~/2 17- #2 4:41:30 15 20 1116 3 7116 Add water 4:42 23_~/~6 18-- #3 4:57 15 20 3/16 3 318 19-- PERCOLATION RATE 5 (minutes/Inch) PERC HOLE DIAMETER 6 TEST RUN BETWEEN ,...,3.0 PT AND 3.5 PT COMMENTS: Due to shallow water table and small amount of available area, recommend i~stallatJon of an advanced treatment system such as a "Biocycle" or a boffomless intermittent sand f~lter. PERFORMED BY FLA~rOP TECHNICAL SERVICES. I t~"'.~.~'~-~,".~.~ CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: ~'//~ [~/ q:fattop rfec~nica£$ervices 14530 ~cilo Street, ~Incllorage, ~ 99516 (Pfone (90?) 345-1355 Lot 16, Block 2, Sea Turn S/D 6140 Azalea Drive Wastewater disposal system installation Specifications 1.0 General: 1.I The scope of the project consists of installation of a "Biocycle" aerobic treatment unit that discharges effluent into a 20-foot long by 15-foot wide soil absorption bed. 1.2 Construction shall be as depicted on the approved site plan and design drawings. Minor deviations from these drawings may be allowed or required by the engineer conducting the inspections. All construction procedures and material specifications shall conform to Municipal and State requirements. All separation distances shall be in conformance with Municipal requirements, unless specifically waived. 1.3 The contractor shall be responsible to obtain any necessary utility locates, and to work around any buried utilities. 1.4 The contractor shall provide adequate cover material and rough grading over all system components to ensure that proper drainage is achieved after settlement and that there are no residual depressions. Insofar as possible the contractor shall minimize damage to trees and existing lawn areas. 1.5 Unless specifically agreed otherwise, the homeowner shall be responsible for finish grading after the soil is compacted, as well as placement of topsoil and reseeding all areas disturbed by the construction. 2.0 "Biocycle" Aerobic Treatment Unit 2.1 The new 1500 gallon "Biocycle" aerobic treatment unit shall be manufactured, furnished and equipped by Pegasus Engineering in accordance with the Municipal and State approved design. 2.2 The contractor shall be prepare a suitable site for the "Bioeycle" unit and install it as follows: The depth ofthe excavation for the "Bioeycle" treatment unit shall be sufficient to allow connection to the 4" waste line leaving the house at a minimum slope of W' per foot, but no deeper than 10' - 2" below finish grade in the vicinity of the unit. A cleanout shall be installed within 5 feet ofthe building foundation. All pipe connections to the "Biocycle" shall be equipped with waterproof mechanical couplings. The bottom of the excavation for the "Biocycle" treatment unit shall be carefully leveled and smoothed by the placement of a layer ofclean sand. Two inches of rigid, burial type, insulation with a minimum compressive strength of 30 psi shall be placed on the sand prior to installation of the "Biocycle" treatment unit. The space between the sidewalls ofthe excavation and the "Biocycle" unit shall be carefully backfllled with sand. The top ofthe manhole riser shall extend 4" above finish grade, and the final ground surface graded as necessary to provide surface drainage away from the "Biocycle unit. 2.3 The contractor shall be responsible to obtain the necessary electrical permit and inspections and shall provide a copy ofthe electrical inspection report to the engineer. 2.4 The control and alarm floats shall be set and their proper operation verified by the "Biocycle" supplier. The high level alarm shall be installed inside the residence at a location selected by the owner. 2.5 The discharge line from the "Biocycle" treatment unit to the soil absorption system shall be 1.25" dia. Sehed 40 PVC. All pipe connections in the distribution system shall be glued, and the ends of all pipes capped. '3.0 Soil absorption system: 3.1 The soil absorption system shall be constructed by creating a 20-foot long byl S-foot wide long excavation to expose a sand stratum at a depth of approximately :2.5 feet below existing ground level at test hole #1. 3.2 The bottom ofthe excavation shall be level. Any compacted or smeared surfaces shall be raked to allow proper infiltration. 3.3 A total of 1.25 feet ofcoarse, clean, Municipally approved filter sand shall be placed in the excavation and compacted to bring the top of sand elevation up to 1.25 feet below original ground surface. 3.4 A total ot0.75 feet of washed sewer gravel shall be placed in the bottom of'the excavation with the 1.25" diameter schedule 40 PVC perforated distribution pipes laid level such that the pipe inverts is no less than 0.5 feet above the bottom otthe sewer gravel 3/16" diameter holes shall be drilled in the bottom of the distribution pipe at 18-inch intervals. AIl PVC pipe joints shall be glued and the end of the distribution lateral shall be capped. Sewer gravel shall be 0.$" - 2.5" washed and screened gravel, with less than 3% passing the #200 sieve. 3.5 Monitor tubes shall be of 4" diameter and installed in the locations shown on the design drawings. The portion of the monitor tube extending through the sewer gravel shall be perforated. 3.6 Approved filter fabric shall be placed over the entire top surface of the sewer gravel and a minimum o£ 2 feet ofbackfill. Ifthe backfill thickness is less than 3 feet, 2 inches of rigid insulation shall also be placed over the surface of'the bed. 3.7 The top surface of the cover material shall be raised a minimum of 6 inches higher than the surrounding terrain to allow for subsequent settlement, and shall be graded to smooth contours. Fill slopes shall be no steeper than 3:1. 3.8 Unless specifically agreed otherwise the homeowner shall be responsible for arranging to have the site finish graded after the backfill material has stabilized, and for placement otadequate topsoil and seed to promote rapid revegetation of all areas disturbed by the construction. 4.0 Inspections: 5. I A minimum of 5 engineering inspections will be required during the course of the project: (i) initial stakeout with the contractor to establish the location ofthe system and to discuss the plans, specifications and construction procedures, (2) after the native material has been excavated to expose the infiltrative surface to ensure that it is level and at the right elevation, and conforms with the soil test information, (3) after the filter sand has been placed and compacted, (4) after the sewer gravel is in place and the distribution pipes have been laid and connected up to the septic tank, but prior to placement of insulation or filter fabric, and (5) after rough backfill and grading is complete. The "Biocycle" unit requires one inspection after it is set level and the piping connected, but prior to backfill. This inspection may be incorporated with any ofthe above inspections. 4.2 The installer shall coordinate the timing ofthe inspections with the engineer suftieiently far in advance to ensure the availability of the engineer. PROPERTY OWNER MAINTENANCE AGREEMENT · · ON-SITE WASTEWATER DISPOSAL SYSTEM Th.is agr~emem, dated ~;~'"'~-" ~:~/" ,200_, is made between the Municipality of An2/..rage Depa~tmem or Health and. Human Services (DHHS) and the property owner(s) of This agreement is made for the purlx,se of maintaining an on-site wastewater disposal system on the subject property. The property owner(s) agree to the fotlowing: The proper~y owner(s) will have an annual inspection of the system performed by a registered professional engineer. This inspection shall verify that all effluent and air pumps, timers, and alarn~ are functioning as desig~ned. Any deficiencies shall be corrected and the engineer's stmement that the system is functioniQg as designed shall bc flied :~nntmlly with the DHHS. Property Owner Name . -. Property Owner Name (Notarize Here) (Nom'y's prLu~ed name) MUMVPAUTY OF ANCHORAGE Development Services Department ti^ i' Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 Certificate of On -Site Systems Approval Parcel I.D. 017-121.40 Expiration Date: 52r -t, ),5i O -d a 1 1. GENERAL INFORMATION Complete legal description SEA TURN BLOCK 2, LOT 16 Location (site address) 6140 AZALEA DRIVE, ANCHORAGE, AK 99516 Current property owner(s) SHON & JULIANNE ROBINSON LIV. TRUST Day phone Mailing address Real estate agent 6140 AZALEA 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: COSA to be released to the engineer, unless otherwise requested by the engineer. COSA Fee $ 2, W Date of Payment l & 1 h_ ( Receipt Number i5 11230 COSA# OJG21 I l9.11 Date: 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 FIRST WATER CONSULTING Phone 907-350-9566 Address 13030 SUES WAY ANCHORAGE AK 99516 Engineer's Printed Name CURTIS HUFFMAN PE Date 4/20/2021 Comments: This investigation was completed in compliance with MOA guidelines, regulations, �r G? 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 Z_ 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 Therefore, how long function ®'��: • • . • !'� system. any estimate of a system will satisfactory •� for current or future occupants or guarantee that no unseen encroachments, deficiencies or discrepancies be by First Water Consulting & �,/�g•� •• exist can given FWCS ' 6. DSD SIGNATURE •• Curtis Huffman ��'c�,�••, •l System #1 Approved forbedrooms CE128991 .•<c``'4! �� srF,p, • 4120/z1 •.��,� �k)k �, ROFES51��t`� System #2 Approved for bedrooms Disapproved Conditional approval for bedrooms, with the following stipulations: �ttcltttc(�!!, OF As By: RL -w �MJJ Original Certificate Date: 5 O 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 �r G? �pN-SITE WATER AND Z_ -- W .,, --pROGRAM'� per- By: RL -w �MJJ Original Certificate Date: 5 O 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 COSA Checklist Legal Description: SEA TURN BLOCK 2, LOT 16 Parcel ID: 017-121-40 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 8/28/2002 Total depth 166 ft Cased to 166 ft Sanitary seal is functioning correctly Wires are properly protected Casing height (above ground) 24+ in. Date of flow test for COSA 4/2/2021 Static water level at beginning of test 30 ft. Well production at time of test 3.5+ gpm Water storage tank volume NA gallons Well disinfected for coliform test? Yes No Coliform bacteria is Negative Nitrate mg/L Nitrate less than MRL (ND) Arsenic ug/L Arsenic less than MRL (ND) Collected by Date of Sample 4/2/2021 Comments __________________________________________________________________________________ B. TANK DATA Age of tank(s) 18 years Tank type/material ADVANTEX / FIBERGLASS Measured operating fluid level in septic tank * Standpipes/foundation cleanout per record drawing Date of pumping 5/25/2021* C. LIFT STATION Required maintenance completed Age of lift station 18 years Lift station material HDPE Comments: *SEE MAINT REPORT D. ABSORPTION FIELD DATA Which system tested (date installed) NA – NEW FIELD ALL standpipes present per record drawing Total measured depth from grade 4 ft (max) Measured depth to pipe invert from grade ft (min) N/A – pressurized field Monitor tubes go to bottom of effective. If not, state depth into effective Code-required soil cover over field System presoaked (Required if vacant for greater than 30 days prior to date of test) Gallons introduced gallons Adequacy test date Results Pass For bedrooms Fluid depth prior to test in Water added gal New depth in Elapsed time min Final fluid depth in Absorption rate gpd Any rejuvenation treatment (past 12 months) N If yes, enter date Comments/Deficiencies: 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 ft Neighboring Tank > 100’ Yes if No ft Absorption Field on Lot > 100’ Yes if No ft Neighboring Absorption Fields > 100’ Yes if No ft Community Sewer Main > 75’ Yes if No ft Community Sewer Manhole/Cleanout > 100’ Yes if No ft Private Sewer/Septic Line > 25’ Yes if No ft Holding Tank > 100’ Yes if No ft Animal Containment > 50’ Yes if No ft Manure/Animal Excreta Storage > 100’ Yes if No ft From Septic/Holding Tank on Lot to: (Please enter distances if less than required) Building Foundations > 10’ Yes if No ft Property Line > 5’ Yes if No ft Absorption Field > 5’ Yes if No ft Water Main > 10’ Yes if No ft Water Service Line > 10’ Yes if No ft Surface Water > 100’ Yes if No ft Wells on Adjacent Lots: Private Wells > 100’ Yes if No ft Community Wells > 200’ 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 Property Line > 10’ Yes if No ft Water Main > 10’ Yes if No ft Water Service Line > 10’ Yes if No ft Surface Water > 100’ Yes if No ft If absorption field is under driveway comment below Wells on Adjacent Lots: Private Wells > 100’ Yes if No * ft Community Wells > 200’ Yes if No F. ENGINEER’S COMMENTS ADVANTEX SYSTEM 50-100’+ CODE SEPARATION REQUIREMENTS MET. G. ENGINEER’S CERTIFICATION I certify that I 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. 4/23/21 05/26/2021 08:39 8686770 05120/2021 09:40 Ant forage tank APLUS PAGE 02 fAX)9(17 277 3715 P.0011001 395 166 1 91 soon■ mons■■ on ■o■ ■ ■ E ■■ ■ �e ■� ■ ■ M ■mm■ ■ ■ ■ on MEMO Will on woman ■ Memnon ■ mono ■ ■ J"nn W Field Maintenance Report AnchorageTank Annual Inst ection 907-272-3543 Plo[niitY A"':uMlinfkln0 4 nil nl Spon Robinson Larry Betts Situ A[AYP+an _ rmrxt Peuna 6140 Azalea Dria a Anchorage AK 99516 905-55r}5555 nxSltoNp Lrninty 105 Pont e'm n/UL0 Dore nr ens inaponLun AX -102245 S1N030350 201772 RTU102017 04/09/2021 Retrieve 0811111 Infc Measure 4ludge/SCam Oelly flaw-- -- Sludge scum ----------------------- - ----- l •-•--- tel Comportment curn:nt Advinu. Curronl Fmvleue Recirc vtlo---_-_-_......... Timer settinnu _ G - ] 2nd Comparimonl Glrrenl precious Cument Previous ,( This is a COSI InspeCtion- ---•--- -----. ------------------------ --- _ 6nspoCUCiean AdvanTex Fitter Inca Clefpn Odor.``y�j Nnrmai pungens Le[¢r2lvOduces hvj Perform Field Sar pling/Observations P.lom�t• Y Normal U Fscnsnive Patl 9otlmn J '�y-/ (151 1,1) pH (G-91 00 (2-B) BddgingM,,,idng VNonclMmor .] Eccc2serc Intake Vente�---_-----�Inspect/Ciean Discharge Pump System [NTU — -- In_ ct Irep pc�n Oder or Sample �/er rlrJyd{y Rrocrlud Floats ly:' Typical ' isty CEartY.yCMoldy �.1 SAliht Eox I](,r PumP Nnr typic\1 C i Ifidr _.. GnbGv a IV., Oro:ry prR/ Flout cnrrls 02y flim tet PVU C Yen /I IN Foom in tank Ll Yes 'IjZI No InapeCt/S@"jce other System Components Inri Clfc/Q,n Idspe Cls Check Control Pa 1e1 Disinfection Equipment LY_ VI Dispersal Lammis/Odflcee RecArc Mips oiachOrga apps Obsenrafions _ 6y(___ �'�-�� Additional Servicer, Rendered C clr�nnea texxilo shcol2, C Replaced 1N Items? Autlible enc: vi3aa Anrms �(OK JJ C Faplecetl/Used other items"t rhal tone (rnlnenCL onlyl ❑Yes Id, Nn Parts used: w e W ]rmlTly, R = Rillablc IJ appropriate sRICC?Inn) InspecUClean PL np System W e Item Number description _ In ecI Clean pleerlUd ... Splice Sax ...... ...... Flont cards ..... ........ Floats............Final/Safety lo9pection pump. V( RSV Isln3talkd �LidS aolteU :YI Rnwhe Fllea ... ,rry.,t,, Manifold reconnected; Iloih vMi1s closed Control panel rCeclwated 3'01'.be P.enp Va Y ... SU nary/Recommendations Rccirc- lasing Spli cr Volvo. , System performing; ne further aVion rieeJed ['Ink Fleece pnmpinq - cell roe senrirrr C ntnrn __. Comments Signature _ Data Fox completed form to 1.886-5$4-7404 -- -- O o ua a = Eo 0 ` QF m o a — m E w ua rn < * oT G O + Q a) 7 djE Q} 0 r C 4G 0 u7 9} 11 42 C m Q} a T } N 2 7 0 O 0 � 9} _0 C C m a} � +J i4 0 O � .ti- �} CL c 0 _ C ai O C C 0 C zi m a a N } Cl p F- c 0 L �—' m o C -N T L, ID C � } rte+ zi -C r fC Q ao } CT N E 0Q (D 43 { Em p7 O m LL E 0 � 1— o Li a CL 0 *' 0] .�N 49 _ s U3 o ca m s�q 0 u� 0 in C�: 0 C L ua _ E cN CL 0 O w {0 {ry d} y - E s c G+5 U} Q 0 US 7 A } � ZI L) 0 d} C4 E , �I y C L 0 ll E 0 = a O eq Q C= N rry [p c+1 rCD }, ax —Irao e Q a m *- � � u� C c° v o U o m m > f c -C , cI M ZZ F o L CMC tm cu pp 7 cr) V H LL S [d 0 " ." o 0_ CL zi k2 [d Qj U E •Qi m `o m m 0 ax E w E E z 23 June 21 OWN -M- A 13y: --Aprj,llt name) STATE OF ALASKA )ss. THIRD JUDICIAL DIS-MICT Tbe foregoing ackrwowled,%t�-d befcav nic ihii,2 OU3"e u f M 24, b�Sg A N7&f A k, P Li BIJCFOR A�k KA My Commission cxpims, NOTARY !F MUNICTIRALITY; (Print nanto Diac: �17-51&)2-f Til le; trev.0i." I's I Papc 3 of 3