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Home My WebLink AboutT12N R2W SEC 30 LT 4 S250' OF W300' Onsite File T12N R2W Sec 30 Lot 4 5250 ' of W300 ' #021 - 021 - 06 it .. Municipality of Anchorage Development Services Department Building Safety Division ' On -Site Water and Wastewater Program, 4700 S..Bragaw St. P.O. Box 196650 Anchorage, AK 99519.6650 Page I of 3 www.cLanchorage.ak.us (907) 343.7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number: SW o yo 33 PID Number. 0 21 - 0 2/ - o 1 Ma -'Wastewater 1 Belrnfrct Fe,evl`morn System: ® New ❑ Upgrade o. t3ox r12 3 3Y AlcAo,-e, h1c 99S'l1 ABSORPTION FIELD i 3'19'- 7B99 N WlDw or 6e0rppma. q D D«p TrNlm D ShlokI, Tre.wpl W So D WWII D 0•ner SW R&WI; Taal Depv. I,= a•a.nal prop+ LEGAL DESCRIPTION 1.2 P F 7o t. f/r , .Aaar.ocyQ, 8 ar. La a.pbvlwn Wo 0 PM pato.,+pre &V" reps: DRa.M P.pN bo,*40 Pa S2 ' of W 300' orf L.af L/ 1.3 al. Q.!'SGnwt zpct-il o. n I 1:.•f+ -p RYp. i SKfm fol appq+omit opnN pap 1•0 Warty LYlpa ,2 N w 30 al Well: lie A 5? New ❑ Upgrade c...N wpl I S NN 014n.f 0•.Mro ar.een.In.f - X. Ft. 3 i L-NfaJ:On lPn.a11 A e C) PaEver/� TOY DomCYNI10 IYG a.. X103 at TNYapNMaW.Ytl 750 n• PpI MN@.Y 1.2t"cf.c acti.dvuaoc :'.•,1' ing Dale crowd S11 WAINLa.N: Iz/19/do rt "IY 4+ Owme Oslo insm.G rr��/}•1�•, PNnp jet el Ca Mew. Apo'. GrPnp TANK t, GPM R. Z PL j SEPARATION DISTANCES 0Septic (3 Holding ®S.T.E.P. OO;ner, To SeDt�c Absorption Lih Holding Putlic/Pnvat M•"'•Mmoar R^eH0 rG %a k L'p"Ir 1 SG ea+ •_ Pr.-, Tank Field Station Tank Sower Lina G n 1 wlNw n�mpu orCanpnmw-lf 119' 117' 119' — 7 2S LIFT STATION 1 s.r•.:.na:.rl Ilyr 13S 11Y i3e uv OG/ MYYAKII/N '- • 6 S 17' 6S' — Tn kirf rat co, r. -A e- 0 •PV.1PT WIN 'PJ ar M.NY Mtn .allr4Ym a: i H7' y2' all' Plow Mate t WlOwl EIINIPY 1n•pocUo"s PNramep b/ R•-•�' BENCH MARK La+.N. Nita p.Nna,N. iA•. on C)Goy trr/ on Co ri rn i a 06 CAI*ts+. An..mrp f mu:r•. Intrrg�744A 0.4 it"e me he/w 1 00.0 a; Ins;ect ons performed by: Fla AA, r Tce.A. Sic Dates' 11' Iu 2n, !v / r joy Developme t Services Department Approval Rev,elvea and approved by://Date: :.. :a. Engineer's Stamp PERMIT NO: SW040335 PID NO: 021-021-06 SWING TIES: FROM: COR. "A" COR. "B" TO: STEP C.O. "D" 61.5' 49' 15' x 50' SOIL ABS. BED w. 0.6' EFF. GRAVEL _ & 2.1' FILTER SAND fk'Tir v-ly, :0411 SCHED 40 PVC( 1500 -GALLON STEPTANK PAGE 2OF3 »F» L *'�%LRGPLhcorrermr l3eo SFTE ----------------- STEP M.H. "E" 70.5' 58' "- BED M.T. "F" 45' 46.5' \ BED M.T. "G" 48.5' 55.5' OCTOBER, 2004 BED M.T. "H" 91' 89' PUMP CONTROL_ BED M.T. "1" 93' 94' BOX & ALARM TBm r r THEC.^.CRE F. MOORE; Af � a, CE-jseo S250' of W300'� of L4 R 100' Sec. 30, T12N, R2W, S.M. WELL SITE S 250' of W 300' of L4, Sec. 30, T12N, R2W, S.M. SEPTIC SYSTEM INSTALLATION AS -BUILT INSPECTION PLAN VIEW FLATTOP TECHNICAL SERVICES SCALE: 1•=30' 14530 ECI10 STREET DRAWN BY TFM ANCHORAGE• ALASKA 99516 OCTOBER, 2004 PERMIT NO: SW040335 PID NO: 021-021-06 FINAL Z4' SOIL COVER 7 p INV. 1500 -GALLON STEP TANK P 93.5' PAGE 3OF3 2' SOIL COVER RIGID INSULATION .BOT. GVL. ISF FILTER SAND:: .:%ELEV. 100.2' BOT. EXCAVATION ELEV. 98.1 BOT. T.H. #2 M.T. ELEV. 92.9' WATER C 94.9' 927104 S 250' of W 300' of L4, Sec. 30, T12N, R2W, S.M. SEPTIC SYSTEM INSTALLATION AS -BUILT INSPECTION PROFILE VIEW FLATTOP TECHNICAL SERVICES I NOT TO SCALE 14530 ECHO STREET DRAWN BY TFM ANCHORAGE, ALASKA 99516 OCTOBER, 2004 NOV-5-2004 04:06P FRW:A+ HOME SERVICES, IN 907-868-6770 ED'S ELECTRIC INC. P.O. BOX 210767 ANCHORAGE. AK 99521 0 November 5, 2004 A * Home Services 7501 E. 1401h Ave. Anchorage. AK 99516 To Whom It May Concern: Subject: Septic Lift Station Canyon Creek Road 70:3451355 P:1�1 ANCHORAGE (907) 272.4591 Fax: (907) 2721590 Ed's Electric, Inc. Installed electrical on subject project to the code requirements of the National Electrical Code and the Municipality of Anchorage. Thank you, Dwayne R Bruns Ed's Electric, Inc. I -IW -5-2004 FRI 03:2tPM IO:r++ HOrE.SERVICES- )NC. F'Wk:I FP011 : ALPINE GRILLING, FAX NC). : 907 345 0202 Apr. 19 2005 11:46AN Pi Municipality of Anchorage Department of Health and Human Services 825'L' Street P.O. Box i96650 Anchorage, Alaska 99519-6650 Rick Mystrom IIIWJAv Gane ora9e.ak.US Mayor Permit Number. #SW 040336 Datr of Issue: 8-11-04 Parcel Identification Number. 021.021.06 Date Sturted: 12-18-04 Date Completed:1219-04 Is well located at approved permit location? El Yes ❑ No Legal Description: T12N R2W SEC 30 U 4 SW4SW4PTN Property Owner Name & Address: Belinda Friedman 13921 Bonnielaine Road Anchoraoe.Alaska 99516 Borehole Data: Depth (ft) Method of Dolling ® air rotary ❑ cable tool Soil Type, Thickness Water Strata From To Casing type: steel Stick-up 0 2 Wall Thickness: ,,250 inches organics 8 silt 2 3 Diameter: � inches Depth: 1Q5 feet gravelly silt silt gravelly silt sett 3 27 36 69 27 36 69 103 Linrr Type: Diameter: inches Depth: feet Casing stickup above ground: 2 feet Static water level (from Bound level): 64 feet Pumping level: 146 feet afler bedrock 103 146 2 hours pumping 12 gpm Recovery Rate: 12 gpm Method of Testing: airlift Well Intake Opening. Type: ❑ Open End 0 Open Hole ❑ Screened Start fret Stopped feet ❑ Perforations Start feet Stopped fm Groat Type: bentonite 9 8 Volume: l Depth: Start Q fat Stopped ? feet Pump: Intake Depth feet Pump size hp Brand Name Well Disinfected Upon Completion? ® Yes ❑ No Method of Disinfection: chlorine tablets Comments: Well Driller: Alpine Drilling 8 Enterprises PO Box 110496 Anchorage Alaska 99511 all 11 I'll 1 11 mnjrjign p glhr nrp rp MUNICIPALITY OF ANCHORAGE Development Services Department OnSiteWater& Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM f WATER SUPPLY PERMIT Initial Permit Number: SW040335 Legal Description: T12N R2W SEC 30 LT 4 SW4SW4 PTN Design Engineer: 0019 Flattop Technical Services Owner Name: BELINDA FRIEDMAN Owner Address: 13921 BONNIELAINEROAD' ANCHORAGE, AK 99516 - /ojo1 /vez /1o._50 Date Issued: Aug 11, 2004 Expiration Date: Aug 11, 2005 Parcel ID: 021-021-06 Site Address: 013921 BONNIELAINE RD Lot Size: 75000 SO. 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 All construction must be In accordance with: 1. The attached approved design. 2. All requirements specked 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 catling (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: IZ-e ''" to - Date: - e -'3 r -"'Y Issued By - Date: Municipality of Anchorage • -tel 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. O2/ — O 2i — OX* Permit Number SW Property owner(s) Ge/in clot Fr- ieol.. a , Day phone 3Ya'-- '7895 Mailing address (1 &g address (2 Code 9 lSli Legal description (Lot, Block & Sub'd.) _ S 2S'G ` o #4 w 3Go' c crc Le f y Legal description (Section, Township & Range) Lot Size q5." Acres/Sq.Ft. THIS APPLICATION IS FOR: /2 At- R24.* Number of Bedrooms y K Sewer Only ❑ Well Only ❑ Sewer and Well Water Storage ❑ Sewer Upgrade ❑ THIS PROPERTY CONTAINS: Hot Tub ❑ Jacuzzi ❑ Swimming Pool ❑ Water Softening Unit ❑ Therapy Pool ❑ 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: V40 0'17S = L+ -?JC Date of Payment: Io l Receipt Number: St (Rev. 12/00) Waiver Fees: Date of Payment: Receipt Number: FLATTOP- ' INICAL SERVICES:. CINIL & EN►1ItON\CENTAL ENGINE :It I.�G • ENERGY CONSERVATION & A.NALYSIS THEODORE F. MOORE, P.E. 14530 ECHO ST. PH: (907) 345-1355 ANCHORAGE, ALASKA 99516 August 11, 2004 Revised 8/11/04 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 of our application for a permit to construct wastewater disposal facilities on the South 250' of the West 300' or Government Lot 4, Section 30, T12N, R2W, S.M. Soils logs, perc test results, a site plan, design drawings and specifications are enclosed for your review. The proposed system will be constructed in the vicinity of test hole # 2. As can be seen from the soil log, the native material between 0.5 and 6 feet below ground level is a clean sandy gravel with many cobbles and boulders and a measured perc rate of less than one minute per inch. Because of the rapid perc rate of the native soil overlying a seasonal water table, we propose to construct a shallow bed -type system underlain by 2.0 feet of ISF filter sand. Using a soil application rate of 1.2 gpd/square foot, reduced by the required safety factor of 0.5 for beds and mounds, this proposed 4 -bedroom residence requires a total absorption area of (4 x 150 x 1.5)/1.2 = 750 square feet. The proposed 15 foot wide by 50 foot long bed design has a total absorption area of 750 square feet. The topography of the lot in the area of proposed construction slopes down towards the southwest at approximately 5%. The planned system will be connected to the small existing cabin at this time until such time as it is demolished and the larger 4 -bedroom residence is constructed in the approximate location shown. The proposed project will have no 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 if you have any questions on this submittal. Sincerely, Ted Moore, P.E. E Vic? •vr e ' 49TH 1 .....••.••••••.•••.....� :•THEODORE f. REOORE .'. CE -35L9 pie CONSTRUCT 15' x 50' SOIL ABSORPTION BED w. 2.0' ISF FILTER SAND - 3 0.5' GVL UNDER PIPES [PJ T.H. #2 T.H. #1 %% INSTALL 1500 -GALLON STEP TANK S250' OF W300' Sec. 30 T12N, R2W i r r R 100' V �( SITE FOR SIM. 11 REPLACEMENT BED 1 ll CYffl.. pop,1 . ' mEPp ti{��g�1s71s:A.ff:2fF??-�sfv�'Fift?�ii UNSUBDMDED ♦ r r ; 100' WELL RADIUS ' PORTION L4, Sec 30 r T12N, R2W ; Vic? •vr e ' 49TH 1 .....••.••••••.•••.....� :•THEODORE f. REOORE .'. CE -35L9 pie CONSTRUCT 15' x 50' SOIL ABSORPTION BED w. 2.0' ISF FILTER SAND - 3 0.5' GVL UNDER PIPES [PJ T.H. #2 T.H. #1 %% INSTALL 1500 -GALLON STEP TANK S250' OF W300' Sec. 30 T12N, R2W i r r R 100' V �( SITE FOR SIM. 11 REPLACEMENT BED 1 ll CYffl.. pop,1 . ' mEPp ti{��g�1s71s:A.ff:2fF??-�sfv�'Fift?�ii UNSUBDMDED ♦ 15 1.25" DIA. SCHED. 40 PVC 4" DIA. D-3034 FROM HOUSE aF� PLAN VIEW O:•RtSCALE: 1" =10' 49TH, e ................:> s . THEODORE F..EOORE • p( CE-3569Ar a 1�,e��atl�a4rMONITOR TUBE(TYP) 2' SOIL COVER (FOP 6" TOPSOIL OR LOAM) 2" RIGID INSULATION FILTER FABRIC 15 3 1 �— 2.5 , 5 5 2.5, &lbbwii ISF FILTER SAN[ 6 PASSING #200) 2 ORIGINAL 3.5 GROUND BOTTOM OF EXCAVATION 1.25" DIA. SCHED. 40 PVC .3/16' HOLES IN BOTTOM CROSS-SECTION "A" - "A•. SPACED @ 24.O.C. SCALE: 1" = 5' S 250' of W 300' of L 4, Sec 30, T12N, R2W, S.M. PROPOSED SEPTIC SYSTEM INSTALLATION PLAN AND CROSS-SECTION FLATTOP TECI INICAL SERVICES SCALE: AS SI ION'N 14530 ECI10 STREET DRAWN BY: TFM ANCI IORAGE. AK, 99516 REV. AUGUST. 2004 Flattop Technical Seivices r 14530 Echo Street .'*��1grEAL) ;'F' A c Anchorage, Alaska 99516 flj """""""•"•"'a • _ v Municipality of Anchorage �,,, DEPARTMENT OF HEALTH 8 HUMAN SERVICES "� �THEODO).C• F. AIOORE ;' 1► 825 "L" Street, Anchorage, Alaska 99502-0650 Vj v :� CE - 3589 : �� ► SOILS LOG — PERCOLATION TEST 41 T. W. PERFORMED FOR: FRANK COOK ---.--DATE PERFORMEO:.SI1SIct3- LEGAL DESCRIPTION:S 2$0' OF W 300' lrT 4 Township, Range. Section: SEC 30 T1214 R 2 W DEPTH PT SLOPE SITE PLAN ' 1 sM SANDY LoAM 2 N GP ROUNDED POORLY 4' 8 y' 3 GRADED GRAVEL q LENSES OF SP MANY COBBLES 4- BOULDERS 12 �9 5 N20 SEEPS 6-: GM VERY SILTY GRAVEL 7 B.N. TN r 8 9 10 11 12 13- 14 51617 15- 16- 17 18- 19- 20- COMMENTS 81920 COMMENTS WAS GROUND WATER ENCOUNTERED] Es IF YES, AT WHAT UEPTN! SEEPS A S.5 Depth to Water Alter" MUD Monitoring) _16_6:6. L, Dale: L 0 O P E Readiny Date Time Not Time Depth to Not Water Drop PERCOLATION RATE TEST RUN BETWEEN (mmutevmch) PERC HOLE DIAMETER FT AND FT PERFORMED BY. —Lef(e4b! /J / 1CFf I /�/ `T/�'K CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE. - er lI U1 q 3 72.008 IRe". 4/85) Ar Flallb p Technical Sen7ices 14530 Echo Street EALI ;'Fad Anchorage, Y .................. 6..:...1 Alaska 99516 • _ - Municipality of Anchorage of. DEPARTMENT OF HEALTH 8 HUMAN SERVICES . '1, „I :THEODORE F. MOORE ID 825 "L" Street, Anchorage, Alaska 99502-0650 14 a .t%,� CE -3589 SOILS LOG — PERCOLATION TEST f1 •''"-'x.• o�°± T. A. »2 4! �PFL`!6CZ��+r PERFORMED FOR: FRANK COOK —_—DATE PERFORMED: •SIISI e3 - LEGAL DESCRIPTION: PT 1 2-I 1 6P I t . _ r SANDY GRAVEL 43 -I I MANY COBBLES + BOULDERS ROUNDED PEBBLES 5 { I 11.20 SEEP 7 GM BROWN SILTY GRAVEL 9 10 11 12 13 14 15 16 17 18 19 ).Range. Section: SEC 3D T SLOPE SITE PLI WAS GROUND WATER v ENCOUNTERED? 1 IF YES, AT WHAT ULI'IIN SEEPS QC.0 Depth to Water Inter a Monitoring) 192.__�.6�C.o,u:..6I�0I 1- S P E Reading Date Gross Nat Depth to Not Time Time Water Drop PRESOAk S I y3 20 -{ r UPERCOLA71pN RATE Immulevintn) PERC HOLE DIAMETER TEST RUN bETWEEN 15 FT AND 3.25 FT COMMENTS PERC TEST HOLE ACCEPTED 10 _6&L wITFI MAX 44 DEPTH. J10LE ORI 20 SECONDS AFTER k/ljrE_g__F'LovSTOPPED. PERFORMED 9Y. FLATTOP TECHNICAL 54FRVICI —J /'s0-� CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE. —6*7 to �9 72-008 IRev. 4/85) T&ttop ?echnicafsen ices 14530 Ecfw Street, Andmrage, AX 99516 gfww (907) 345-135S S 250' of W 300' of Lot 4, Section 30, T12N, R2W, S.M. Wastewater disposal system installation Specifications 1.0 General: 1.1 The scope of the project consists of installation of a 1500 -gallon STEP tank that pumps effluent up into a 15 -foot wide by 50 -foot long soil absorption bed which is underlain by 2.0 feet of ISF filter sand. 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 Unless agreed otherwise, the contractor shall be responsible for any tree clearing and grubbing necessary to complete the project. Prior to the start of excavation, the contractor shall cut down and remove the branches of all trees larger than 6 inches in diameter and neatly stack these trees outside the construction area. If requested by the property owner, the contractor shall then bury non -detrimental branches, brush and roots generated by the construction work at a suitable site on the property located no less than 10 feet away from all present and foreseeable construction areas. The contractor shall neatly stockpile any detrimental material which cannot be buried, for subsequent disposal by the property owner. 1.5 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. 1.6 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 Septic Tank: 2.1 The new 1500 -gallon, 2 compartment STEP tank shall be Municipally approved and shall be set level on undisturbed soil. Each compartment shall be equipped with a watertight manhole cover and a 4" cleanout. If the tank is buried less than 4 feet, it shall be insulated with 2 inches of approved burial type, rigid insulation. 2.2 All pipe connections to the tank shall be equipped with waterproof mechanical couplings. The waste line from the residence to the septic tank shall have a minimum slope of 1/4'" per foot. A cleanout shall be installed 1 - 4 feet from the building foundation. 3.0 Lift station: 3.1 The lift station shall be installed in the second compartment of the STEP tank which has an additional 250 gallon capacity. The lift station package shall be an "Orenco" system as supplied by Anchorage Tank. 3.2 Since the construction site is outside the Municipal Building Code enforcement area, the contractor shall arrange for a certified electrician to do the wiring and to provide a written statement to the engineer overseeing the construction of the wastewater disposal system, confirming that the installation was in compliance with Municipal and State requirements. 3.3 The lift station shall be equipped with a watertight, insulated manhole riser and cover extending a minimum of 6" above final grade with positive surface drainage away from the manhole. The contractor shall be responsible for determining the necessary length of the manhole riser. 3.4 The on, off, and alarm floats shall be set at the elevations specified by the lift station supplier, and their proper operations shall be verified by the contractor. 3.5 The discharge line from the lift station to the soil absorption system shall be 1.25" dia. Sched 40 PVC. All pipe connections in the distribution system shall be glued, and the ends of all pipes capped. 4.0 Soil absorption bed: 4.1 The soil absorption bed shall be constructed by excavating the 15' x 50' footprint to a depth of 3.5 feet below original ground level measured at the highpoint of the natural ground. The long axis of the excavation shall parallel an existing contour 4.2 The bottom of the excavation shall be level. Any compacted or smeared surfaces shall be raked to allow proper infiltration. Filter sand shall comply with Municipal specifications for ISF sand with <1.0% passing the #200 sieve and is available from North Star Sand and Gravel. 4.3 A total of 0.8 feet of washed sewer gravel shall be placed in the bottom of the excavation with the perforated distribution pipes laid level such that the pipe inverts are no less than 0.5 feet above the bottom of the sewer gravel. Sewer gravel shall be 0.5" - 2.5" washed gravel as supplied by North Star Sand and Gravel. The distribution pipes shall be 1.25" diameter Schedule 40 PVC with 3/16" diameter holes drilled in the bottoms C 2.0 feet on center. 4.4 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. 4.5 Approved filter fabric shall be placed over the entire top surface of the sewer gravel. A minimum of 2 feet of soil cover is to be placed over the filter fabric. The top 6 inches of the cover material shall consist of topsoil or loamy material and shall be seeded. If the soil cover thickness is less than 3 feet, two inches of rigid, burial type insulation is to be placed over the entire top surface of the gravel, in addition to the filter fabric. 4.6 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. 4.7 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 of adequate topsoil and seed to promote rapid revegetation of all areas disturbed by the construction. 5.0 Inspections: 5.1 A total of 5 engineering inspections will be required during the course of the project: (I) initial stakeout with the contractor to establish the location of the 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 ISF filter sand has been placed, (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 STEP tank requires one inspection after it is set level and the piping connected, but prior to backfill. This inspection may be incorporated with any of the above inspections. 5.2 The installer shall coordinate the timing of the inspections with the engineer sufficiently far in advance to ensure the availability of the engineer. .� Municipgity of .Anchorage a �. Department of Health and Human Services 825 V Street RMystrom, Mayor P.O. Box 196650 Anchorage, Alaska 99519-6650 343-4744 November 15, 1994 Ms. Frank Cook 13740 Canyon Road Anchorage, AK 99516 Subject: T12N, R2W, Sec. 30, Lt. 4, SW4SW4 Permit#SW930420, Parcel lD#021-021-06 Dear Ms. Cook: The subject permit, issued October 7, 1993 by this office for a single family well and/or on-site wastewater system, has expired as of October 7, 1994. A new permit must be obtained from this office for a well and/or on-site wastewater system NOT installed by the expiration date. If you have drilled the well, a well log must be sent to this office for documentation of the installation and to close the permit. If the on-site wastewater system has been completed and a licensed Professional Engineer has inspected the installation of the on-site wastewater system, the original as -built inspection report must be sent to this office for review, approval and documentation. All inspection reports must be submitted within 30 days of construction completion. When applying for a new permit, the fees are: $320.00 for an on-site wastewater permit; $120.00 for a well permit and $440.00 for a combined on-site wastewater and well permit. If you have any questions, please call this office at 343-4744. Sin rely, /j'n James sCross, P.E. Program Manager On -Site Services JC/kb cc: Ted Moore, P.E. la4IG V- Ow�uj�o' Cul�Od -fv 5al Or- vuve.r Con-54ru(Aee-( 5:js{ens . l� m ak� o( oponr}21 . ,L�d v'L5c& llc Jozc, C'.t7YAfyL' (-+ SLtskAM� l�t�� NQeCI Qu�Tit�L�Y 0 PAGE 1 OF 1 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT PERMIT NUMBER:SW930420 DATE ISSUED:10/07/93 DESIGN ENGINEER:FLATTOP TECHNICAL SERVICES EXPIRATION DATE:10/07/94 OWNER NAME:OOOK FRANK E & OWNER ADDRESS:13740 CANYON RD. ANCHORAGE, AK 99516 PARCEL ID:02102106 LEGAL DESCRIPTION: T12N R2W SEC 30 LT 4 SW4SW4 PTN LOT SIZE: 77500 (SQ. FT.) NUMBER OF BEDROOMS: 3 THIS PERMIT: 3 THIS PERMIT IS FOR THE CONTRUCTION OF: PRIVY SYSTEM ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH: 1. THE ATTACHED APPROVED DESIGN. 2. ALL REQUIREMENTS SPECIFIED IN ANCHORAGE MUNICIPAL CODE CHAPTERS 15.55 AND 15.65 AND THE STATE OF ALASKA WASTEWATER DISPOSAL REGULATIONS (18AAC72) AND DRINKING WATER REGULATIONS (18AAC80). 3. THE ENGINEER MUST NOTIFY DHHS AT LEAST 2 HOURS PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY CALLING 343-4744 OR 343-4681 AFTER BUSINESS HOURS 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 5. THE FOLLOWING SPECIAL PROVISIONS. SPECIAL PROVISIONS: RECEIVED ISSUED BY: DATE: _- H / /0/11 DATE • 1101-7% pt-A5G Lr. - rl = Z- AS N07)cC or e "To vs 6- A E + F(ZN J y . Ta 16 l o�- l.. o CA ;fit) J t � p�sj 0 C A *-='-(orJ 2O A=� Pv Le6AL DtSCQtPi'�otJ SoV71-4 ZS -o � ot=" L o-- t_i 30 5 M 0 G (Zoo F'1 IlSE D A s 4l7CvFLC l•J i, �2 of 02 L 'fl�ltr,J o PC--eSotil �i t 'Pei j y Lotk.%._QO — ?u� o NJ a fly, L'1 o� DFztzt Ca- �� Goner Pl.i � A t-0 (Z F'ftJ'� J & . CDD Y-, 45 21-> RECEIVED OCT 51993 G pt. Health & Human Services CIVIL& ENVRtONNIF,NTAL ENGLVFERIVG • ENERGY CONSERVATION & ANALYSIS THEODORE F. MOORF:, P.E. Tune 17, 1993 14530 ECHO ST. PH: (907) 345.1355 ANCHORAGE, ALASKA 99516 M.O.A. DHHS P.O. Box 19-6650 Anchorage, AK 99519 Dear Sirs: The purpose of this letter is to provide the project narrative in support of the attached application for a pe .t to install wastewater disposal facilities on the following described property: S 250' of W 300' of %`ot 4.,Section 30, T12N, R2W, S.M. Soils logs and a site plan are enclosed designating locations for an original and a replacement 3 bedroom soil absorption mound. As can be seen from the soils logs the soil underlying the surf cial peat is a coarse, poorly graded gravel with many rounded cobbles and boulders. Water seeps were observed at a depth of 5.5 feet in test hole #1 at the interface between the coarse gravel stratum and an underlying silty gravel stratum. The original and replacement soil absorption mound sites are to be sized on the basis of 2 feet of filter sand subjected to a wastewater application rate of 0.7 gpd/sq. ft. A three bedroom residence would thus require an infiltrative surface area of (3 x 150)/0.7 = 643 square feet. The required area is achieved with a soil absorption mound having the dimensions of 20' by 33'. As the property owner (Frank Cook) has discussed with Dan Roth in your office, there is no plan to drill a well or construct a waterborne waste disposal system in the near future. Instead, Mr. Cook plans to construct an earth privy in the vicinity of test hole #1. To achieve a suitably large vault while maintaining the bottom of the pit 4 vertical feet above the observed seasonal groundwater seeps, it may be necessary to build up the earth around the privy base in conjunction with constructing the vault. Please feel free to give me a call if you have any questions on this submittal. cc: Frank Cook n�, Sincerely, Ted Moore, P.E. CA_ L SERV GESS CIVIL& ENVRtONNIF,NTAL ENGLVFERIVG • ENERGY CONSERVATION & ANALYSIS THEODORE F. MOORF:, P.E. Tune 17, 1993 14530 ECHO ST. PH: (907) 345.1355 ANCHORAGE, ALASKA 99516 M.O.A. DHHS P.O. Box 19-6650 Anchorage, AK 99519 Dear Sirs: The purpose of this letter is to provide the project narrative in support of the attached application for a pe .t to install wastewater disposal facilities on the following described property: S 250' of W 300' of %`ot 4.,Section 30, T12N, R2W, S.M. Soils logs and a site plan are enclosed designating locations for an original and a replacement 3 bedroom soil absorption mound. As can be seen from the soils logs the soil underlying the surf cial peat is a coarse, poorly graded gravel with many rounded cobbles and boulders. Water seeps were observed at a depth of 5.5 feet in test hole #1 at the interface between the coarse gravel stratum and an underlying silty gravel stratum. The original and replacement soil absorption mound sites are to be sized on the basis of 2 feet of filter sand subjected to a wastewater application rate of 0.7 gpd/sq. ft. A three bedroom residence would thus require an infiltrative surface area of (3 x 150)/0.7 = 643 square feet. The required area is achieved with a soil absorption mound having the dimensions of 20' by 33'. As the property owner (Frank Cook) has discussed with Dan Roth in your office, there is no plan to drill a well or construct a waterborne waste disposal system in the near future. Instead, Mr. Cook plans to construct an earth privy in the vicinity of test hole #1. To achieve a suitably large vault while maintaining the bottom of the pit 4 vertical feet above the observed seasonal groundwater seeps, it may be necessary to build up the earth around the privy base in conjunction with constructing the vault. Please feel free to give me a call if you have any questions on this submittal. cc: Frank Cook n�, Sincerely, Ted Moore, P.E. E PORTIop/ 3oo'xyco, a HOUSE SEG 30, r ISN, R2U/ I 1 0 0 SEPTIC 0 I SYSTEM I 1 1 o I I t 1O'x 33 REPLACEMENT MOUND SITE 1 �'L_ -J 'TEMQcSH.x PRW D / PRlvy.il SITE FLnvRE 1250 6AL 5TEP -IANk NOTE: TC-HroRARY 6411TH 'PRIVY ' TV 'aae 41CONSTRUCTBo 7N'VICINtry or T.N. 1*1. 6"'I.D W' GARTH F'olt PRIVY CAST .SuCN T•I+Ar aort»n of PIr Is Ho /,OL✓E'R THAN /, S' ({, (, �, IN 11 VIC lNfTY OF TN it1 �� FUTURE 20'X 33' Soft ABS. VIOL/Ab W. 2' FILTER SAND G.— T.". it z i FUTURE 3 BDRM HOUSE FUTURE WELL VAc,gwT I.AN p Flattop Technical Services 14530 Echo Street Anchorage, Alaska 99516 5 250 , W 300 LOT 40 SEC 30, T1214, R2k SITE PLAN PRoPoSEJ) WATER It WASTEtUwATeR FAclwrlZ SCALE'. 14-50 0 DATE DwN BY NOTE' THIS IS NOT A 5VRVEYE"D ?GAT. ACL LOCATIoNS ARE APPRMIMATE F1C1ttop TechnicaI Sei ices 14530 Echo Street Anchorage, Alaska 99516 .,, Municipality of Anchorage DEPARTMENT OF FIEALTI 18 HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0850 SOILS LOG — PERCOLATION TEST T. W. #1 PERFORMED FOR:_FRAN K COOK LEGAL DESCRIPTION:.S.-:Z.50' nF W 300 I oT 4 !O! DEPTH pT 1 sM SANDY LOAM 2 GP RouNDED I POORLY 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17. 18- 19. 8•19. 20• COMMENTS GRADED GRAVEL LENSES of SP MANY COBBLES + BOULDERS Neo SEEPS' GM VERY SILTY GRAVEL B.14. ..............: ,.THEODORE F. AIOOREj' AF CE -3509 ,ems 4 ... ......__._—DATE PERFORMED:SIISI9s . p, Range, Section: SEC 30 T12 N R 2 W SLOPE SITE PLAN,_ / A, .. WAS GROUND WATER V ENCOUNTERED? IES IF YES, AT WHAT DEP FI IPft'S Depth to Water Alter„ t"lUD 61 I9 Monitoring) P I— E PERCOLATION RATE ,mmutevinch) PERC HOLE DIAMETER 7EST RUN BLl WLEN _—_ F7 AND FT PERFORMED BY: —Ic iLtbii,2 %CC.%F Svc. I -- CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE. 72.008 (Rev. 4/85) Com.' PERCOLATION RATE ,mmutevinch) PERC HOLE DIAMETER 7EST RUN BLl WLEN _—_ F7 AND FT PERFORMED BY: —Ic iLtbii,2 %CC.%F Svc. I -- CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE. 72.008 (Rev. 4/85) Flattop Technical Seivices 14530 Echo Street Anchorage, Alaska 99516 • ' v Municipality of Anchorage DEPARTMENT Or FIEALTI I R I IUMAN SLRVICES 825 "L" Street, Anchorage. Alaska 99502-0650 SOILS LOG — PERCOLATION TEST T.N. 02 PERFORMED FOR: RANK_Cc O LEGAL DESCRIPTION:—S 2,50r OFZOO' _ LoT 11'l DEPTH PT 1 r 2-I I GP SANDY GRAVEL 31 I MANY COBBLES 4, BOULDERS ROUNDED PEBBLE S 5 HI SEEP ao 7 GM BROWN SILTY GRAVEL I: 9 B.N. 10 11 12 13 14 15 16 17 18 19 20 T" •!-#I ... ••........ ............ dr ........ •:.wn f •^ �THEOD07.E F. AIOORE=• S CE - 3589 Le} Ar •/N ••. •. ••.•••• .Ifq itpit, OATS PERFORMED: •SI18I93 1, flange. Section: SEC 3 D SLOPE SITZ WAS GROUND WATER J ENCOUNTERED? / IF YES. AT WIIAr DLVIII-' EEPSQ ' 6.0 _ — Depth to Water Alter • Monitoring? 102__ 6,6.1.D,Ie..6.bobi. SI 1' I E uPERCOLAIIUN HATE (mmulesrmch) PERC HOLE DIAMETER IESI HUN ULIWLLN �,i5 _ Fl AND 3.25 FT COMMENTS FERC TEST HOLE AC'r,€PTED_lo_.__.GAL__Nzp_�rlTll Mi9X 4' DEPTH MOLE ORY 2cr SECONDS AFTER WATER_ w., -rPf r , PERFORMED BY: FLA 7ToP TECH NICA «&VICES I �%- -/ — 4^ ;" CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EriECT ON THIS DATE. DATE. - �I �G I9 3 72-008 (Rev. 4/85) Municipality P.O. ^ 196650 ANCHORAGE. ALASKA 99519-6650 of ry ; ) (907) 264-4.1Mx 4744 Anchorage TONYKNOWLES. / MAYOR DEPARTMENT OF HEALTH & HUMAN SERVICES January 9, 1987 Tobben Spurkland 203 W 15th Avenue "C" Anchorage, Alaska 99501 Subject: T12N R2W Section 30 Lot 4 On-site Sewer Permit #860281 A permit issued by this Department for an individual well and/or on-site sewer system has expired as of December 31, 1986. Permits are issued on a calendar year basis by authority of Municipal Ordinance. A new permit must be obtained from this Department for any well and/or on-site sewer system not installed by the expiration date. If you have drilled the well, a well log needs to be sent to this Department for documentation of the installation and to close the permit. If a private engineer inspected the installation of the on-site sewer system the original as -built inspection report (three part form) must be sent to this office for review and approval, and for documentation. If there are any further questions, please call this office at 264-4744. Since e R.W. Robinson Program Manager On-site Services RWR/ljw enc: copy of permit MUNI I C I L I: I-N,OF ANCIAP-,nINC-sE DEPARTMENT 6. HEALTH AND ENVIRONMENTAL f JTECTION 825 L STREET, ANCHORAGE, AK 99501 • 264-4720 ora -E3 I TE SEWEfZZ 1='EfRM I T PERMIT N0: 860281 ENGINEERED DESIGN �jscl�deefi�H DATE ISSUED: 08/13/86 APPLICANT: J. GALBRAITH/SPURKL.AND ADDRESS: C/O 203 W. 15TH AVE. ANCHORAGE, AY•. 99501 CONTACT PHONE: 279-3916 LEGAL DESCRIP: SUBDIVISION: N/A LOT: BLM 4 BLOCK: N/A SECTION: 30 TOWNSHIP: 12N RANGE: 2W LOT SIZE: 75000 (SQ.FT. OR ACRES) I certify that: 1. I am familiar with the requirements for on-site sewers and wells as set forth by the Municipality of Anchorage (MOA) and the State of Alaska. 2. I will install the system in accordance with all MOA codes and regulations, and'in compliance with the design criteria of this permit. 3. I will adhere to all MOA and State of Alaska requirements for the set back distances from any existing well, wastewater disposal system or public sewerage system on this or any adjacent or nearby lot. IF A LIFT STATION IS INSTALLED IN AN AREA COVERED BY MOA BUILDING CODES, THEN (1) AN ELECTRICAL PERMIT AND INSPECTION MUST BE OBTAINED; (2) AS-BUILTS WILL. NOT BE APPROVED WITHOUT AN ELECTRICAL INSPECTION REPORT; AND (3) THE ELECTRICAL WORK MUST.QE JSPOT ENSED ELECTRICIAN. SIGNED \DATE:/.'--------------------- 8-6- Af"PLICANT: I GAL ?AITH/SPUR):LAND ISSUED BY DATE: DATE: / /°�.srui�c /�s s�r.'��cY'ioy ys T�1� �e>«• T. �v�//,-.� i'tcol.-t lrrLC �rtra� >r �[ �rcirA�i! �/�dn �s.,ar.• • t^ SOILS LOG MUNICIPALITY OF ANCHORAGE i DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION PERCOLATION ( 925 L. Street, Anchorage, Alaska 99501 2644720 TEST SOILS LOG — PERCOLATION TEST PERFORMED FOR: C -2T- . 1. DATE PEO FORMED: 43446 LEGAL D 2- 3- 3a5 (FEET) N o��,n►o pfi 15 4- 4�h,� 5-0 0 p GRAJJ3I, 6 0 > t2" .. 17 7 • �• pn6"- (OO VT L/PRA 8-1 a,0 6RnUNDwATER 9 � 10 11 12 13 14 WAS GROUND WATER Date 0F At16- 15 Depth to Water 4�h,� DEPTH? B/LZ iJ/n �i *.'49TH ;*r .. 17 / . ..... ••;•/ o: I o. 2225-E 6 18 ) • JUN' 25, 1971 WAS GROUND WATER Date ENCOUNTERED? Net Time Depth to Water IF YES, AT WHAT DEPTH? B/LZ iJ/n �i ul F: Reading Date Gross Time Net Time Depth to Water Net Drop 20 { I lUlt `+yT�FRATE1��7�7 t��lw.'ewes/i^eM' TEST RUN BETWEEN FT AND FT COMMENTS ��II/R4EItucn!;gAWAf)v�� PERFORMED 72-008 (6/79( CERTIFIED BY: DATE: NEARcST WELL N /oz t (.1 11 D FO R =SERvs AREA 'Na `\ t �mQ 2y�c�lo 8e�/� • r ---1o1 A6rmenAra ul ' BED LOG. 1 \ 40' ��T'v------ CREEK SF-pAWATIoN N I 1 Tofa/ 6b Area: 75, cbo �L ' -}- /o' VTI I.ITy EAS;TT. I ` 153' SECTION E4SV.W.— z� ao 1— 'e. NOTES: 1. SITE PLAN BASED oN LOT SuRVt=y C�/8 %6� 0orvl7•TATIorlS: Ci•wNn WAIL` a 8 1 2' SO—d F:I{., D<p1L, Eo 8.ii.» Grtvc� .2' se;l No vt 'B$ 61roowA. B�� PIrN en �/ON! Se18%,5 G R 'dJ I 5 9ss 14: C5erVt QreA tc;..tq SA 150-0 a. 7>0o < Poe -b 0 •sash STuRK1 AND Pe 5 250 , W3 00 LOT y 2D,3ti✓ /6;h "o" SEC zo.TIZN Raw 44a4. AK C?4 Nt:orr SE PTIL sYs NS f t�� OF�rtT t WILL >1001 /1 36 131 36131 11EJCA�I' o;' I Ili • To'rl l _ i i2o' _ I �zju 4 LATMAL5 Ar S r AI I C,b.'s aA tJY tl AP S(. KOPJ� 5D IfaLLLING 1500 G�L ft V, �000>~rZ 40' �c�bS�D V�lELL i 10' U-riLrr El�SE NT � �3' sic?aN UuE �A�E-F �AE81'f c�F K , Nc7%6: i 3 PLAii ma'D oN LUrsurvEY DAfvD.6/lo 8Z. {22 CUVE o P (LK EXtJ(I�J6 `j JF' OIL coMpuTc�Tl,^^,res; %from o;'D�lJ��'L 4Wtr�°#Z 2' `ANP TI LV\ DEPTt-I 'fo c1F';; SoIL>~Ar�b (ghlu,r�DsYl..xl25) A .t telt t LiIMale 10}15 _4. 7' AND IL1�f EV fdloA 4�Efltvl b'�r� r, TYP 4!' L1Cr> >�AL%K 2' A66P -srCf1ON 2' 5CAA- P -10'-d' T11" N 5T1V?J IAND7 Pt�. -_5 250, W500) I 1Govt W 15x4 1le �..�� Pl_ 5EG 30,I -M -N) R2LV Lcr 4 *: 49TH i............ .a Na.2225-E '"•! IU'7E 2% 1971 Uf5W 0�j-Srrc 't—+— ' in 1U e c� IO T- 36 131 36131 11EJCA�I' o;' I Ili • To'rl l _ i i2o' _ I �zju 4 LATMAL5 Ar S r AI I C,b.'s aA tJY tl AP S(. KOPJ� 5D IfaLLLING 1500 G�L ft V, �000>~rZ 40' �c�bS�D V�lELL i 10' U-riLrr El�SE NT � �3' sic?aN UuE �A�E-F �AE81'f c�F K , Nc7%6: i 3 PLAii ma'D oN LUrsurvEY DAfvD.6/lo 8Z. {22 CUVE o P (LK EXtJ(I�J6 `j JF' OIL coMpuTc�Tl,^^,res; %from o;'D�lJ��'L 4Wtr�°#Z 2' `ANP TI LV\ DEPTt-I 'fo c1F';; SoIL>~Ar�b (ghlu,r�DsYl..xl25) A .t telt t LiIMale 10}15 _4. 7' AND IL1�f EV fdloA 4�Efltvl b'�r� r, TYP 4!' L1Cr> >�AL%K 2' A66P -srCf1ON 2' 5CAA- P -10'-d' T11" N 5T1V?J IAND7 Pt�. -_5 250, W500) I 1Govt W 15x4 1le �..�� Pl_ 5EG 30,I -M -N) R2LV Lcr 4 *: 49TH i............ .a Na.2225-E '"•! IU'7E 2% 1971 Uf5W 0�j-Srrc _ NEAS:E'_,T vVE:I 4 1ti >lOD i fl .5c) 120' 12D' I R e seuvr: 1 AR EA a W 2y,cHa 8CJ 1 ;�' 1{i_Lili Syl:s r.. 1 II 800oµ` F''{ y lYkIPyc' 5D D I r— — - 1 0' PyG HovSE I I �-• I I I I 6. C' tL u \ i; ioBF�ra STDRKLANc> 525 W300 LOT + €01 V/ /-Fill 0(," SSC 3o,T1IN� f2GV% N� ori SEPTIC sYsT�e o Iwo ��• ~ s� I N I j I I CREEk s�Pt.RAi ION f"1Za6�� 40 TOf1J Lid Arec: 7.;ac'1It_\Oa — /o' 0TII-li%/ HASZZFT. �'✓1 S�GTION EA, I�oTES;oi lit I. Silt ?L -AW Ph`` -•ED ov l.nT SoRV6Y a lea —�. •'• �', _' ••• CoWiivTAT l: tic- : ��: � •-, .t Sc��o�io.n a} i.• .�r • � r 2' $0.N<( 1 r. D.t it Eo P.44. e 1 rr Sei� r.fir.; (swvlt^� t.l�t-.) 1. ,j xl.��- �8%,� ,`•� - ria e;-Ewe(ror N•% 5 $ccl G>!rrin31GN5 5K/S715: 938 �-JZE aaXIfo i = qbn Te-sclvc Arcs, 'R-c4'a: 5y- ISo-o a 6'-C:) ioBF�ra STDRKLANc> 525 W300 LOT + €01 V/ /-Fill 0(," SSC 3o,T1IN� f2GV% N� ori SEPTIC sYsT�e n I " PYG WPI b�oc. 1 PER IF 1 Ik4WV11 Mow) PLt,N 5 IN5TAL l- I" QVG vV /.rz }IL'll}:.IyiAil:�IgL �� Mo�iSPiG r, R 1 �V�� }a/jbUNDi 6�AD�,CD117olIF J I AMD ROLL_ 5VOI}J� 15Y 0-1 /6c�� ;jG`� l -OT :HSC' 2a'%1SpaIAG'' SYSTi 30 ,1 I2 :A HALE Fiberglass lid w/ 2' foam and retaining mechanism NEMA 4X function box 1' P V C Bail Valve 24' x 4' 6' Culvert Manhole 1' Flexible Pressure Hose 1' P V C Pipe Typ 2' Urethane foam (shop applied) with Tnemec top coat Adjustable Float Switch Assembl) Seal with RAM-NEK or Equal rubber grommet or welded steel 1 1/4' pipe 41pvc flow inducer 1 3/8' holes 6' OC '•' 1 1/2' check valve I i -� 1/8' mesh polyethylene screen 15' dia x 39' high i� Oe e / ,�-1/2 h.p. well pump n 1250 15D0'., 2000 iRr eserve Capacity I above Alarm 1222 GAL', 221 GAL 522 GAL' Reserve Capacity I58 GAL! pvmp on (3� GAL 311 GAL 6 Capacity Between ( 1 s Pump on b Pump off X113 GAL 1131 GAL 94 GAL float Level Ialarm 1460' 147 1/2' 142' I Settings ;on 43' j 44 1/2' i39' off 39' 40 1/2' 36' LIFT STATION DATA Gallons per ntnu•te TYPICAL PUMP PERFORMANCE CURVE SIZE SHELL A B C ' 181' 1250 12 GAUGE 121 1/2' 40 1/2' C3 BEDROOM) 1500 12 GAUGE 145 1/2':97 X48 1/2' (4 BEDROOM) 12000 10 ,GAUGEi 194' 1129 3/B'� 64 5/8' I (5 b 6 BEDROOM) SIZE CHART NOTE — Lir'—T STATION TANKS MUST BE 250 GALL13NS LARMEER THAN STANDARD TANKS FOR SAME APPLICATION NOTE— . SE; ATTACE-D SPECIr—ICATMUS FM EQUIPMENT SHOWN H=ALE ilyluniclpa ty P.O. E : 196650 S ANCHORAGE, ALASKA 99519-6650 of A� :w I (907) 2644*kk 4744 Anchorage-_ TONY KNOWLES. MAYOR DEPARTMENT OF HEALTH 8 HUMAN SERVICES January 9, 1987 Jim Galbraith 328 Boniface Parkway Anchorage, Alaska 99504 Subject: T12N R2W'Secte�m 3Q S250' W300' Lot 4 On-site Well Permit #860338 A permit issued by this Department for an individual well and/or on-site sewer system has expired as of December 31, 1986. Permits are issued on a calendar year basis by authority of Municipal Ordinance. A new permit must be obtained from this Department for any well and/or on-site sewer system not installed by the expiration date. If you have drilled the well, a well log needs to be sent to this Department for documentation of the installation and to close the permit. If a private engineer inspected the installation of the on-site sewer system the original as -built inspection report (three part form) must be sent to this office for review and approval, and for documentation. If there are any further questions, please call this office at 264-4744. Sincerely, R.W. Robinson Program Manager On-site Services RWR/ljw enc: copy of permit M(JN I C I F --'AI_ I TY OF= ANCHOF-ZAC-,E DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 L STREET, -ANCHORAGE, AK 99501 264-4720 ON—SITE WELL F�Et-ZM I T PERMIT NO: 860338 DATE ISSUED: 09/12/86 APPLICANT: JIM GALBRAITH ADDRESS: 328 BONIFACE ANCHORAGE, AK 99504 CONTACT PHONE: 563-7137 LEGAL DESCRIP: SUBDIVISION: S 250, W 300 LOT: ELM 4 BLOCK: NA SECTION: 30 TOWNSHIP: 12N RANGE: JW LOT SIZE: 75000 (SQ.FT. OR ACRES) a I certify that: 1. I am familiar with the requirements for on-site sewers and wells as set forth by the Municipality of Anchorage (MOA) and the State of Alaska., 2. I will install the system in accordance with all MOA codes and regulations, and in compliance with the design criteria of this permit. 3. I will adhere to all MOA and State of Alaska requirements for the set back distances from any existing well, wastewater disposal system or public sewerage system on this or any adjacent or nearby lot. SIGNED J�JCA DATE: - APPLICANT: J M GALBRAITH ISSUED BY DATE: - ---� �— •—�C --7-�L cf 6 �'1-e✓Te-. .' �F.�.t-c.-c._ Lr..t G� �,�v �C�-�LL...::� �c-.--c.N-,ti. o--:� Mw LL LW Date Drilledt Static hater Level J,n feet Drax Down "/' feet Tyre Material Drilledt •r,. ..... i n 17.. - .,,n qrr Gallons Per Minute I Total Feet of Casing 135 MUNICIPALITY OF ANCHORAGE DEPT. OF HEALTH & 0 feet t0 ��"'• rrn�•^1 ENVIRONMENTAL PROTECTION r to „s FEB I t! M5 RECEIVED to riq to 1)9 ft, to 11) ft. nt T nor•,. A t0 t0 Fefty Drilling S.R.A. Box 1553 H Anchorage,Alaska 99507 � g=10 1,�V MUNIICII AL TY 1; F ANC — GE Development Services Department w 201 hone: 907-343-7904 On-Site -- °- N Water & Wastewater Section < ! SEP Fax: 907-343-7997 Certificate of On-Site Syste � ,A prova 2Z\-;/ Parcel I.D. 021-021-06 1 Expiration Date: I� ) C s f a O \q l 1. GENERAL INFORMATION Complete legal description T12N R21/1/ Sec 30 Lot 4 Location (site address) 13921 Bonnielaine Rd Current property owner(s) Lake Freedman Day phone Mailing address 9138 Arlon #496 Anchorage, AK 99507 Real estate agent Day phone 2. TYPE OF DWELLING: x Single Family (w/wo ADU) I Duplex n Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 4 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Private Well x Private Septic Water Storage fl Holding Tank ❑ Community Well I—I Community I I Public Water System n Public Sewer ❑ Waiver request for: Distance: Received by: /)J4 M/C JJO"!2 Date: I I COSA to be released to the engineer, unless otherwise requested by the engineer. COSA Fee $ 02(e Waiver Fee $ Date of Payment (1/114(t3 Date of Payment Receipt Number 00(003/0 Receipt Number COSA# QJC/ ?��Y 3J 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. Name of Firm Forge Engineering Phone 907-522-7773 Address 1399 W. 34th Ave Suite 203, Anchorage AK 99503 Engineer's Printed Name Michael E. Anderson Date 9/12/18 *:49 TH ,\ *• �i 6. DSD SIGNATURE -744✓1--eL ��i... System #1 Approved for Li bedrooms Michael E.Anderson . System #2 Approved for bedrooms +11 ep•C�38 E ��• �i Disapproved 1>>\�� Conditional approval for bedrooms, with the following stipulations: nP�\\\ yr AIV(.,./., O" , PND � ` • �p1• s,NSEWn , C4 A4PNT SFR` ' By: ►vio-ettR e_o_TuWg Ft Tien uk-J Original Certificate Date: VON d�S o01 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 blue sheet If more than 1 septic system is on the lot: COSA Checklist# of Structure served by this system Certificate of On-Site Systems Approval Checklist Legal Description: T12N R2W Sec 30 Lot 4 Parcel ID: 021-021-06 A. WELL DATA Well type Private If A, B, or C provide PWSID# Well Log (Y/N) Y YP Date completed 12/19/04 Sanitary seal (YIN) Y Wires properly protected (Y/N) Y Total depth 146 ftCased to 103 ft Casing height(above ground) 36 in. FROM WELL LOG AT INSPECTION Date of test 12/19/04 9/5/18 Static water level 64 ft. 93 ft. 4.4 Well production 12 g.p.m. g.p.m. WATER SAMPLE RESULTS: Coliform Neg colonies/100 mL Nitrate 2.32 mg/L Arsenic ND ug/L Date of sample: 9/04/18 Collected by: Forge Engineering B. SEPTIC/HOLDING TANK DATA Tank Type/Material S.T.E.P./Steel Date installed 10/1/04 Tank size 1500 gal. Number of Compartments 2 Cleanouts (Y/N) Y Foundation cleanout(Y/N) * ' Depression over tank(Y/N) N High water alarm (Y/N) Y Date of pumping 9/11/18 Pumper A+ Home Serices C. ABSORPTION FIELD DATA Date installed 10/1/04 Soil rating (g.p.d./ft2 or ft2/bdrm) 1 .2 System type Bed Length 50 ft. Width 15 ft. Gravel below pipe 0.6 ft. Total depth 3.33 ft. Eff. absorption area 750 ft2 Monitoring tube Y Depression over field N Date of adequacy test 9/5/18 Results (Pass/Fail) Pass For 4 bedrooms Fluid depth in absorption field before test 0 in. Water added 632 gal. New depth 2 in. Elapsed Time: 5 min. Final fluid depth 0 in. Absorption rate >= 600 g p d None Any rejuvenation treatment(past 12 mo.) (Y/N &type) If yes, give date D. LIFT STATION Date installed 10/1/04 Size ingallons 1500 Y Manhole/Access (Y/N) "Pump on" level at 18 in. "Pump off' level at 22 in. High water alarm level at 15 in. Datum Top of basket Cycles tested A+Home Services Yes Y Meets alarm&circuit requirements? E. SEPARATION DISTANCES WELL ON LOT TO: Septic tank/lift station on lot On adjacent lots � 100' Absorption field on lot On adjacent lots � 100' >75' Public sewer main Public sewer manhole/cleanout >100' Sewer/septic service line 5>2 ' Holding tank 75' Animal containment areas >5 Manure/animal excrete storage areas 100' SEPTIC/HOLDING TANK ON LOT TO: Building foundation Property line >5' Absorption field >5 Water main >10' Water service line >10' Surface water >100' Wells on adjacent lots >100' ABSORPTION FIELD ON LOT TO: Property line 10 Building foundation >10 Water main 10' >10' Water Service line Surface water >100 Driveway, parking/vehicle storage 10' Curtain drain None Noted Wells on adjacent lots >100' F. COMMENTS *There is a 4 inch cleanout inside the garage bathroom. G. ENGINEER'S CERTIFICATION ..�wsslis ii. / certify that I have determined through field inspections and � 410. .� \ ••O�'••��'9 . review of Municipal records that the above systems are in Gj�.••••• ��....,'�� conformance with MOA COSA guidelines in effect on this date. �� t Michael E. Anderson P.E. N 1 49th �� ; i Engineer's Printed Name �.••• ■ •••• �, •••• •� Date 11/06/1 8 i c '`- -"' • 0.730-A MICHAEL E. ANDERSON :W a ••-,14./at '/4 vis... No. CE—4381 ...:(Tar .♦60:•■. 11/06/18 .•..C`.4 c�•,1-OFESS\,�:�• saili* COSA brown sheet 10-10-12.doc I Notes: 1 84791 0 ; 1. There exists a blanket easement recorded August 8, 1956 O I granted to Chugach Electric Association for telephone and CC ' electric transmission lines. 2. Access is from Bonnielane Road located on the West line I W ' of Section 30. J I . I Lu EAST 300.00 z. z. 0 ' Overhead Power Line 7. 1. Gravel driveway `'y Shed • 2 „_�4 . O 0 a I ) a v, ", .` \e eptic vent)) �, aero O 'C '- \ O) he ,,t . • 6 '. N J a. South 250' of West 300' CO U. S. Government Lot 4 •eck o R,:?4 T12N, R2W, Section 30 0 4�' _ 2.0 0l 0 o Seward Meridian AK 2.00 g 33'sU z 6 C'r 2 Story Frame 01 Q N elk s.00 House M ! ti 12.00 •ec< r. C5 11 CS m F=— deck '72.0019.5$N 33.3 Lo Li. N !Y 4.0 0 O ,„,W �2.0OFt = Z l— IY CO q oWell 2 a 25 30 36 317----- °� I N89°58'00"W 300.00 L REVISED 11-07-18 Added Septic Vent �s�, ``VX X ` AS-BUILT NO CORNERS SE H uATE ' ' N., OE• ,g/ ' '1 I hereby certify that I have performed a Mortgagee's inspection 9 of the following described property:The South 250'of the INEr . • �P'• '`St �I West 300'of U.S. Government Lot 4. Section 30. or c?• 49 to "Ji •/ O, T12N, R2W, S. M.,AK Anchorage Recording Precinct,Alaska,and that the •� •••��/�Af �•• improvements situated thereon are within the property lines and do not overlap or encroach on the property lying is•t lizabeth L. Walatka .I / adjacent thereto,that no improvements on the property lying / �`�r�=,•• 8036 - LS .••• J�' ' - adjacent thereto encroach on the premises in question and p� • y — that there are no roadways,transmission lines or other ��_ o • • • • • �,o ` visible easements on said property except as indicated SCALE: 1"= 50' 1 aFESSIONAk- `A hereon. 1%X�N.•�� Dated at Anchorage,Alaska EASEMENTS OF THOSE SHOWN ON THERECORD R, OTHER ECORDED AN l 1,'-7 -t,V this 2nd day of November ,2018. FRED WALATKA&ASSOCIATES,L.L.C. PLAT ARE NOT SHOWN HEREON. Engineers and Surveyors UNLESS OTHERWISE NOTED Kean, FB 18-8, pg 47 BE 907-248-1666 INVOICE # 0 fT,tfMT /!6f a 'SIN A+ HOME SERVICES , INC. 7501 E. 140th Avenue iit-,.. *,x*. Anchorage,Alaska 99516 345-1890 CUSTOMER1111 • Forge Engineering Anehoragt:,AK 9951 e Block Lot DATE DESCRIPTION AMOUNT 09-05-18 Municipal Lift station inspection $ 165 00 Installed remote alarm 185 00 ig-1 1-18 Pumped Septic&Lift 200,00 ..._-.- _.__ 13921 Eoanielaine —1gallons; andpipes;-100 Tank located ?O' ft-my) frnnt of uoutoauteway TOTAL 5-5 oi) REMARKS \--- \elJ }R)0 Gallons Septic Leach Aroa –.Holding Tank 2 ,Standpipes 3.4ime PROBLEM AREA — CALL FOR MORE INFORMATION NEEDS TO BE DONE AGAIN IN 6 MONTHS Good Shape 0 Sludge buildup on bottom ^? Floater on top Jim cap missing or fl Cut standpipe to 1' above ground Needs Septictrine needs replacing MUNICIPALITY_OF ANCHORAGE (. #tie ', aMM i ,` Phone: 90 3•t3 7904 Development Services Department i Fax:n907-313 797 On-Site Water &Wastewater Section Lift Station/Pump Vault Maintenance Log �y ,` ,e�� I Owner o i A cah 1�t K.. Street Address..,-._,._ ga.l Phone ��•SXX19-- Legal Desc._ PID __. q ,ptic Tank: r ►gyp •Sludge level inches *Pumping: required `Pumping completed 0 .:.Q Lift station: -11-its K •Pump basket cleaned -Effluent filter cleaned y -Control floats cleaned no •Proper float settings confirmed -Operation satisfactory Mamatsteiml 'Dedicated electrical alarm circuit + 4 • -Audible and visual alarm inside dwelling .S0. •Alarm system operation .:r •t• i - " faace Milithallatiaar ',Ground water intrusion at riser to tank connection y,es4-$ hole functional �c ^� •Graind water intrusion around pipe penetrations ye_ p *Manhole lid: Functional Insulated Ca no Properly Secured ice[ -All manufacturer required inspections and maintenance completed yes no .A.S. . i.� \\ Re it ..... ►.c,M , 'A 0 kkt- .0 . aiptenance PrQvidel; Technician t ly--13-- G*S Date of maintenance SSQ ft Company I2Q S' Signature Dates f- Mailing Address: P.0. Box 196650'Anchorage,Alaska 99519-6650'www.muni.org