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TALUS WEST #1 BLK 3 LT 15
Ta l us W st lock Lot I 015- 202 -16 Municipality of Anchorage On -Site Water and Wastewater Section • (907) 343-7904 Page of ON -SITE WASTEWATER INSPECTION REPORT Permit Number: OSP231079 PID Number: 015-202-16 Dwelling: ® Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: ❑ New ® Upgrade Name JASON & STSACIE LEAL ABSORPTION FIELD ❑ Deep Trench ® Wide Trench ❑ Bed ❑ Mound Site Address 11836 WILDERNESS DRIVE, ANCHORAGE ❑ Other Phone Number of Bedrooms Soil Rating Total depth from original grade 3 0.45 GPD/SF EAST 7 / WEST 6 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade 3 / 2 Ft. Gravel depth beneath pipe 4 Ft. Subdivision Block Lot TALUS WEST #1 3 15 Fill added above original grade 0.6-0.69 / 0.59-0.82 Ft. Gravel length 100 2 X 50' Ft. Township Range Section Gravel width 5 Ft. Beds: Number of Lines Distance between lines Ft. SEPARATION DISTANCES To Septic Absorption Lift Station Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Tank Line 1 000 FO 2 10 Ft. Well 100'+ 100'+ 25'+ TANK ® Septic lZ S.T.E.P. ❑ Holding ❑ Other Manufacturer ANCHORAGE TANK Capacity 1500 Gal. Surface Water 100'+ 100'+ Material EPDXY STEEL Number of compartments 2 Lot Line 5'+ 10'+ NA Foundation 10'+ 10'+ LIFT STATION Manufacturer ORENCO / ANCH TANK Capacity 1500 Gal. Remarks West trench insulated. Existing tank decommissioned & field abandoned. E trench installed 7' or less & W trench 6' from grade. Alarm location TOP FLOOR Electrical installed by DRS Installer J RS PIPE MATERIAL House to tank 3034 Tank to 3034 drainfield Drainfield 3034 Co/MT 3034 Inspector FWC BENCH MARK (Assumed elevation) 100 ft Inspdection Is' 8/21/23 2nd 8/22/23 ocation and description [TOP 3`d 8/23/23 41'' 8124/23 OF MH / RISER ON -SITE WATER AND WASTEWATER SECTION APPROVAL --qbl Conditional Approval: Date ,= *: 49 TH .....�:* �. .... .. • • • • ' ' ' Septic System Approved Curtis Huffman - Date (i I i � �� �F� •, CE 128991 •.���r0 3 �� �'fl�c�• . 8/28/23 . •�� , l��F�pROFESS10Nt`\' Note: this approval does not include well permit requirements. i\\�tSSOW kRCv uJ/uz/ 10) P I D: 015-202-16 APPROX --"100' WELL --- RADII i (STAKED 100' WI RADII & ALL REQUIRED SETBA AT CONST. SEP7fC AREA OSP231079 34 LOT 15 I \EXISTING I, g BR HOUSE DECK PAVERSKFCOO—GAL I BM: MHY K. C 100' WELL' D MH 1 RADIUS S, F MT Lt! ECOMMISSIONEDlW— APPROX 100' WELL RADIUS STAKED 100' WELL RADII & ALL REQUIRED SETBACKS AT CONST. EXISTING SEPTIC SYSTEM. 06 MAINTAINED 14'+ TO ABANDONED 13 FIELD & 5'+ OM NEW FIELD STEP TANK [1 SEPTIC AREA NFIRMED AT G MT I CO STRUCTION. H I O TH23-1 `~ MT / LOT 16 z NO SHED OONDSKIDf LOT 14 / I / - I / A—C=39.2' *BM: TOP OF MH MT MT B—C=36.9' FCOS DCO 99.50 100.40 FINAL GRADE 100.63 A—D=45 8' PR RR M MH FILTER FABRIC & ORIGINAL GRADE 99.81 TH23-1 B—D=44.3' INSULATION WEST TRENCH ORG/OL 92.67 A—E=50.7' L2.90 97.81 97.81 2' B—E=37.7' 92-09 15OG-GAL DISCHARGE SEWER ROCK A—F=69,5' ESOEP TXY � 93.81 .81 SM/mI/gm 101.41 MT FINAL GRADE M 101.50 B—F=46.4 1Do.81 GRND.WTR. A—G=86.3' FILTER FABRIC ORIGINAL GRADE �8 31; 5' SEPTIC SECTION EAST TRENCH 5/io1) B—G=87,1 SCALEI NTS /23 A-H=97,9' 97.81 97.81 76, BOH INSTALLED PER CODE 4'+ SEPARATION TO APPARENT FROST SEWER ROCK 83.81 B—H=93.8' SEEPS & 5.5'+ TO SEASONAL HIGH GROUNDWATER MONITORING. 93.81 93.81 RELATIVE �• NO GRND.WTR. EAST TRENCH -7' & WEST TRENCH -6' FROM ORIGINAL GRADE 0/21/23 TALUS WEST #1 BLOCK 3, LOT 15 SUPPORT SERVICES: AdV' OF ��jy PREPARED FOR: JASON & STACIE LEAL 11836 WILDERNESS DRIVE G * 9 TH ANCHORAGE, AK 99516 FIRST WATER CONSULTING DATE: 11 /02/23 * rtis Huffman 13030 Sues Way SURVEY: FRONTIER r CE 128991 Anchorage, Alaska 99516 DRAWN: FWCS 11/02/23cs (907)350-9566 SCALE: 1" = 30'ssto��' firstwaterAK@gmail.com AW O Z m � •' N O L . 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N PQ \ W D MUNICIPALITY OF ANCHORAGE On -Site Water & Wastewater Program PO Box 196650 4700 Elmore Road Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997 http://www.muni.org/onsite On -Site Wastewater Disposal System Permit Permit Number: OSP231079 Work Type: Septic Upgrade Tax Code Number: 01520216000 Site Legal Address: TALUS WEST#1 BILK 3 LT 15 G:2736 Site Mailing Address: 11836 WILDERNESS DR, Anchorage Owner: LEAL JASON R & STACIE R Design Engineer: FIRST WATER CONSULTING This permit is for the construction of: Effective Date: Expiration Date Lot Size in Sq Ft: Total Bedrooms: �III ent �o l�epartnient 5/11/2023 5/10/2024 20367 Q Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage All construction shall 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 wastewater code requires inspections during the installation. The engineer shall notify the Development Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall be either: a. Opened and Closed on the same day, or b. Covered, sealed, and heated to prevent freezing :::�SSIAIJ J—D �w�, Date: Issued By: Date: ll 3 MUNICIPALITY OF ANCHORAGE Development Services Department Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 ON-SITE SEPTICIWELL PERMIT APPLICATION Parcel I.D. 015-202-16 Property owner(s) JASON & STACIE LEAL Day phone Mailing address 11836 WILDERNESS DRIVE, ANCHORAGE, AK 99516 Site address 11836 WILDERNESS DRIVE, ANCHORAGE, AK 99516 Legal description (Sub'd., Block & Lot) TALUS WEST #1 BLOCK 3, LOT 15 Legal description (Township, Range & Section) Lot Size 20,367 Sq. Ft. Number of Bedrooms 3 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field 0 Initial ❑ Single Family (SF) El (w/wo ADU) Septic Tank ElUpgrade 0 Duplex (D) ElHolding Tank ElRenewal El 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. re of property owner or authorized agent) Permit/Rush Fees: .S g 5 Date of Payment: 7 1 'te"z- 3 Receipt Number: '; II y3 Permit No. oS P 23l 6- - 5 Waiver Fees: Date of Payment: Receipt Number: Waiver No. GADevelopment Services\Building Safety\On Site Water and Wastewater\Forms\Client FormsTermit Application.doc 13030 Sues Way, Anchorage, AK 99516 907-350-9566 / firstwaterAK@gmail.com ! !! May 2, 2023 Municipalities of Anchorage On-Site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99507 RE: SEPTIC SYSTEM UPGRADE PERMIT LEGAL: TALUS WEST #1 BLOCK 3, LOT 15 The property owner has requested we obtain a permit to upgrade the failed septic system of the above referenced lot with an absorption trench that appears to be encroaching groundwater. We propose to decommission the existing septic system and install two shallow trenches and 1500- gallon epoxy steel STEP tank to serve the existing 3-bedroom residence. The design is based on the recent test hole conducted on April 27th, 2023. Groundwater seeps were observed at 11 during test hole excavation and water levels monitored at 14 on May 2, 2023. The slopes are moderate at 7-12% 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 OSP231079, Deb Wockenfuss, 05/11/23 EDGE OF PAV EMEN T R.O .W . 30 .0 PA V E D D R I V E WA Y SHE D SHE D 4 5 . 1 3 6 . 5 34 .6 23.4 S85° 03' 21"W 42.52 Lot 15, Block 3 Addn. No. 1 LOT 16 LOT 14 LOT 21 LOT 17 10 ' U . G. PW R . & TE L . ES MT . LOT 20 LOT 13 FIRST WATER CONSULTING TALUS WEST #1 BLOCK 3, LOT 15 DESIGN CALCS: NO WELLS WITHIN 100' OF PROPOSED SEPTIC STEP TANK NO SLOPES >25% WITHIN 50' OF PROPOSED FIELD. PRESSURIZED ABSORPTION LINES: 100' LF 1.25" PVC WITH 3/16TH HOLES AT 3' SPACING OR 17 HOLES PER 50' DISTRIBUTION LINE. WELL'S ARE IN FRONT YARDS OFF SNOWCUP CIRCLE Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP231079, Deb Wockenfuss, 05/11/23 EDGE O F P A V E M E N T P A V E D D R I V E W A Y SH E D SH E D 4 5 . 1 34.6 23.4 Lot 15, Block 3 Addn. No. 1 LOT 16 LOT 14 10 ' U. G . PW R . & TE L . ES M T . FIRST WATER CONSULTING DESIGN DETAILS: TALUS WEST #1 BLOCK 3, LOT 15 STAKE ESMT. PRIOR TO CONSTRUCTION. Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP231079, Deb Wockenfuss, 05/11/23 13030 Sues Way - Anchorage, Alaska 99516 Tel. 907-350-9566 FirstWaterAK@gmail.com SOILS LOG - PERCOLATION TEST LEGAL DESCRIPTION: TALUS WEST #1 B3, L15 PERFORMED BY: FWCS / FWC - I CURTIS HUFFMAN CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE & MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 5/10/2023 DEPTH FEET OG SOILS 1 ORG/OL 2 3 4 5 6 7 8 SM-ml /gm 9 10 11 12 Seeps @ 11 @ Excavation 13 14 15 16 17 BOH 18 19 20 Reading Date Gross Time Net Time Depth to Water Net Drop 5/1/23 30 min 6 1 2/16 30 min 6 1 2/16 30 min 6 1 1/16 PERCOLATION RATE 29 (MIN / INCH) TEST RUN BEWTWEEN 3 & 4 FT PERC HOLE DIAMETER 6 PRE-SOAKED PRIOR TO TEST & ALL READINGS TO THE 1/16TH. GROUND WATER ENCOUNTERED: YES - SEEPS IF YES, AT WHAT DEPTH: 11 DEPTH TO WATER AT MONITORING: 14 & 12.5 DATE: 5/2/2023 & 5/10/2023 TESTHOLE # 23-1 DATE PERFORMED: 4/27/23 SEE SITE PLAN FOR SLOPE & LOCATION COMMENTS: VERIFY GROUNDWATER AT TIME OF CONSTRUCTION PERFORMED FOR: JASON & STACIE LEAL 5/10/2023 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP231079, Deb Wockenfuss, 05/11/23 Jun 24 22 09:57p Anchorage Well & Pump Ser 9072430742 p.1 MUNICIPALITY OF ANCHORAGE odi-N Development Services Department Phone:907-3437904 On -Site Water & Wastewater Section Fax: 907-343-7997 Pump Installation Log Well Drilling Permit Number: Parcel Identification Number: 015_202_16 Date of Issue- - Legal Description Block Lot Property Owner Name & Address: LEAL JASON R & STACIE R TALUS WEST#1 3 15 11836 WILDERNESS DRIVE ANCHORAGE, AK 99516 I Pump Installation Date: es - 17 - 2022 Pump Intake Depth Below Top of Well Casing: Pump Manufacturer's Name: PENTAIR I Pump Model: 50P211 -7P10 Pump Size: '50 hp Pitless Adapter Burial Depth: 12 I Pitless Adapter Manufacturer's Name: feet M feet MARTINSON Pitless Adapter Installer: Well Disinfected Upon Completion?Yes Method of Disinfection: PELLETS Comments: Pump Installer Name: _ ANCHORAGE WELL &PUMP SERVICE Company: 7640 KING STREET ANCHORAGE, AK 99518 Mailing Address: 907-243-0740 - City: State: Zip: Attention: The pump installer shall provide a pump installation log to On-site within 30 days of pump installation. ..: r"" ...:~,, .,,~.~ GREI..::ER ANCHORAGE AREA BOR~JGH "~)';' " Department of Environmental Quality 3330 C Street Anchorage, Alaska 99503 INSPECTION~REPORT ON-SITE SEWAGE DISPOSAL SYSTEM SEPTIC TANK: DISTANCE FROM WELL INSIDE LENGTH MANU FACTU R ER ~'~- INSIDE WIDTH MATERIAL LIQUID DEPTH NUMBER OF COMPARTMENTS LIQUID CAPACITY 1'2~ DISTANCE FROM WELL NUMBER OF LINES ABSORPTION AREA · DEPTH: WELL: FOUNDATION /~' 2 / DISTANCE BETWEEN LINES 7 ~b SQ. FT. LENGTH Of EACH LINE ~ / DEPTH OF FILTER TOP OF TILE TO FINISH GRADE MATERIAL BENEATH TILE TYPE CONSTRUCTION NEAREST LOT LINE OF LINES ~'~' IN. ABOVE TILE ~:~20 I/ IN. DEPTH DISTANCE FROM: BUILDING NEAREST NEAREST SEPTIC SEEPAGE FOUNDATION~, LOT LINE~, SEWER LINE , TANK , SYSTEM CESSPOOL OTHER SOURCES APPROVED DISAPPROVED REMARKS DISTANCES: DIAGRAM OF SYSTEM LOT SLOPE: ~ · -' .,' ;~ · G.A.A.B. ~ ' Form EQ-032 Well Owner Location ) M-W DRILLING, DRILLING LOG Buck tlight. ' Use of Well Dom. (address of: Township, Range, Section, if known; or distance main road Lot 15 Block ~ Talus West -6" Size of casing Static water level Screen ( Describe screen or perforatjo.n .N/A= Well pumping test at 12 gallons per of drawdown from static level. Date of completion 6/17/77 Depth of Hole .95 feet Cased to 9/+. 9- feet 50 ft. ]~a'b'59'~) (below) land surface. Finish of well (check one) ); Perforated ( :). open end ( XX ); (minute) for 1 hours with100% iL. WELL LOG Depth in feet from ground surface Give details of formations penetrated, size of material, color and hardness Casing ~ tickup 0 TO TO 5 .TO 7 ,TO TO TO TO TO TO TO TO TO TO TO TO 15 29 40 45 52 2 5 7 40 \~, 45 52 Fill Organics Silty gravel Sand Silty ha=dpan. : a eli7 .. ';' Loose ~ravel~ ~ u ; -. . Silty :hardpan, :gravelly Clean 'gravel and sand NWWA Gertificd Contractor Certificate No's. 814 & 973. 2 -- STATE Same proces~ u~ed Recommended b~ health offie~al~ aero~ eount~.. ' Two-year lira,ted ~arrant~, ~O-~oar ~ehango program} Backed by local licensed factor-trained Jet' '~ distributor. Product of the p,oneer' and leading company in field. · Itn, e I,enlfl, t.?uln,'d ... I.,'1111 Il Jcl PIiIIIi. WHAT IS A JET PLANT? The Jet pollution control plant for indi- vidual homes is a giant step into a clean new world -- out of the old-fashioned world of the septic tank. The Jet plant is designed to serve homes beyond city sewers.., anywhere. In just 24 hours it reduces all household waste- water to a clear odorless liquid. Developed as a replacement for the in- efficient septic tank, the Jet treatment plant uses the same treatment process most used by large central sewage treat- ment plants. Jet simply adapts the proc- essto a small compact underground in- stallation sized to serve a single home.· Local health departments often insist on home aeration plants instead of sep- tic tanks, especially where the water table is high or the soil has poor percolation. The Jet plant is self-contained, auto- matic, odorless. Designed for modern living, it easily handles wastewater from multiple-bath homes with all modern appliances--automatic laundries, dish. washers, garbage grinders. And yet it is a practical plant, It does not cost a fortune to buy, operate, or main- tain. Most important, it requires little maintenance, HOW DOES IT WORK? The treatment process -- called ex- tended aeration -- is a speeded-up ver- sion of what happens in nature when a river tumbles through rapids and over waterfalls, purifying itself by capturing oxygen. The Jet plant brings oxygen to the wastewater by injecting streams of air into its underground treatment tank and bubbling this air through the waste- water. The air is injected by a patented, electrically operated Jet aerator. A con- trol panel conveniently installed in the home's basement or garage automatic- ally regulates operation of the aerator, which runs only part of the day. The clear liquid discharged by a Jet plant is odorless and colorless. Accord- ing to some scientific opinion, the high dissolved oxygen content in an aeration plant's oxygen-laden effluent actually contributes to the betterment of nearby streams, helping support aquatic life,* A 4',e ilrnl Ta.en/flienl I'lnnf lin Minin/m'e. The Jet plant is con_structed of rugged permanent concrete. Its patented de- sign incorporates three separate compartments, each performing a spe- cific function in the total purification process. 0 The Primary Treat- ment compartment re- ce]yes the household sewage and holds it long enough to allow solid matter to settle to the sludge layer at the tank's bottom. Organic so]ids are here broken down physically and bio-chemically by anaer- obic bacteria -- those bacteria that live and work without oxygen. Grit and other untreatable materials are settled out and held back. The partially broken down, finely divided material that is passed on to the aeration compartment is much easier to treat than raw sewage. This, of course, is the reason for Jet's primary compartment. It's one of the steps that make it possible for Jet plants to reduce incoming sewage to a clear effluent normally within the short period of 24 hours. breaks up the air into tiny bubbles so more air comes in contact with the liquid, thus hastening the aerobic diges- tion process. Aerobic bacteria, which are bacteria that live and work in the presence of oxygen, then use the oxygen in solution to completely break down the sewage and convert it to odorless liquids and gases. The Aeration compartment has a 50% greater capacity than is required in the National Academy of Sciences-National Research Council Criteria. This extra capacity gives a Jet plant a safety factor to handle shock loads from weekend guests, multiple baths, automatic laun- dries, and dishwashers. 0 In the Aeration chamber the finely divided, pre.treated material from the primary compartment is mixed with ac- tivated sludge and aerated. The pat- ented Jet aerator injects large quantities of fresh air into this compartment to provide oxygen for the aerobic diges- tion process, and mixes the compart- ment's entire contents. The aerator is mounted in a concrete housing that rises to ground level to give it access to fresh outside air. In injecting air into the liquid, the aerator ~) The final phase of the operation takes place in the settling/clarifying cornpartment. In this compartment a tube settler eliminates currents and encourages the settling of any remain- lng settleable material which is re- turned, via the tank's sloping end wail, to the aeration compartment for further treatment. A non-mechanical surface skimmer, operated by hydraulics, skims floating material from the surface of the settling compartment and returns it to the aeration compartment, The re- maining odorless, clarified liquid flows into the final discharge line through the baffled outlet. Nl,ecJfJcn/i,ms Individunl Home NewnHe Trenlnien! I'lan! 1200 GALLON EXTENDED AERATION PACKAGE PLANT J-153 , eaaea'nl Furnish and install one (1) Jet in- dividual home sewage treatment plant consisting of tank, aerator, approved underground electrical cable, and control panel with auto- matic time control device, over- load protection, and warning light. The plant shall be used for treat- ment of all sewage and waste flow from the plumbing fixtures of a single-family dwelling structure, including automatic washers and garbage grinders. Aernfor [] 460-FP: The aerator mecha- nism shall be a Jet Model 460-FP, complete with ¼ HP, 115 volt, 60 cycle, splibphase motor (totally sealed against the entrance of out- side water and filled with dielectric oil for cooling windings and lub- ricating bearings) and stainless steel shaft with a PVC plastic aspirator, corrosion-proof foam re- strictor and direct, close-coupled stainless steel drive mechanism as manufactured by the Jet Aeration Company, Cleveland, Ohio. [] 360-S: The aerator mechanism shall be a Jet Model 360-S, com- plete with ¼ HP, 115 volt, 60 cycle, split-phase motor (totally en- closed, non-ventilated, ball-bearing construction) and stainless steel shaft with a PVC plastic aspirator, corrosion-proof foam restrictor and direct, close-coupled, ball-bearing, stainless steel drive mechanism as manufactured by the Jet Aeration Company, Cleveland, Ohio. I'lnalf Cnlmci1y The net holding capacity of the plant (3 compartments) shall be not less than 1200 gallons. The aeration and clarification compart- merits shall have a combined net holding capacity of 725 gallons. NSF installations Must Have Covered Access 6"--12" Below Grade· Develop If Necessary· Optiona] Inlet Location J nspectiOnCo~ Alternate, Cast In Place . 4" P[ast[c Tee Can Be Used Seal Tank Halves With Mastic Or Grout 4'.61/z' OPTIONAL AERATOR INSTALLATIONS USING OUTSIDE AIR & EXTENSION RISERS 460-FP 360-S a neon operation indicator light. Tank The three-compartment reinforced concrete tank shall be furnished complete with all baffles, partition walls, aerator, surface skimmer, tube settler, mounting castin§, riser (if needed), access openin§s, covers and fittings as manufac- tured under license and specifica- tions of the Jet Aeration Company, Cleveland, Ohio. Tank reinforcing; shall be according to ACI Standard 318-71. Colifrol Pa,,el Each unit shall be furnished with one 30-ampere capacity control pane~, factory pre-set to automatic- ally program the aerator off-on cycle. The controls shall also con- rain motor overload protection and Insfflllflfion Installation of the plant and its components shall be performed under the supervision of a techni- clan employed by the local licensed factory-trained Jet distributor. The system shall be installed so that water softener backwash and roof drain runoff does not enter the plant. FIELD PROVEN~ AND NSF TESTED The Jet plant has been thoroughly proven in the field and tested by pri- vate and governmental organizations including The National Sanitation Foundation. During extensive tests the plant produced an effluent with an average 5 day BOD concentration of 21 PPM and suspended solids con- centration of 31' PPM. The NSF Seal Of Acceptance listing number is 8092. Detailed test results are available upon request. HOW PLANT FUNCTIONS The Jet plant employs a bio.chemical action in which aerobic bacteria, using the oxygen in solution, break down and oxidize household sewage. Its pat- tented design incorporates three sep- arate compartments, each performing a specific function in the total puri- fication process. The primary treatment compartment receives the household sewage and holds it long enough to allow solid matter to settle to the sludge layer at the tank's bottom. Here anaerobic bacterial action continuously breaks down the sewage solids, both phys- ically and bio-chemically, pre-treating and conditioning them for passage into the second or aeration chamber. In the aeration chamber the finely divided, pre-treated sewage from the primary treatment compartment is mixed with activated sludge and aer- ated. The Jet Aerator circulates and mixes the entire content while inject- ing ample air to meet the oxygen de- mand of the aerobic digestion process. The Jet control panel is factory-set to automatically cycle the aerator's run- ning time each day. This setting will handle the normal range of plant con- ditions. If unusual conditions or health regulations require it, the aerator's 9-54 Home running cycle can be increased to full- time operation with no toss of unit life. When running, the Jet aerator uses significantly less power than that con- sumed by most other home appliances such as a TV, refrigerator, etc. The final phase of the operation takes place in the settling/clarifying com- partment. In this compartment a tube settler eliminates currents and en- hances the settling of any remaining suspended material which is returned, via the tank's sloping end wall, to the aeration chamber for further treat- merit. A non-mechanical surface skim- mer, operated by tank roll, continu- ously skims any floating material from the surface of the settling compart- ment and returns it to the aeration compartment. The odorless, clarified liquid flows into the final discharge line through the baffled outlet. EFFLUENT DISPOSAL SIMPLIFIED Effluent disposal must conform with the requirements of the Health Author- ities having jurisdiction. Normally, the highly treated Jet effluent eliminates the need for leaching fields or sub- surface filters. In most areas, Jet ef- fluent is discharged to a storm sewer, flowing stream, or any well-defined line of drainage. OPTIONAL TERTIARY FILTER In areas where the unusually high treatment level of the Jet Plant is not enough, effective tertiary treatment can be provided by the Jet Upflow Filter. Tests have shown the Jet filter, when used with the Jet home plant, produces effluent averages of 11 PPM BOD and 10 PPM SS. See the "Jet Home Plant Upflow Filter" brochure for additional information and filter specifications. OPTIONAL CHLORINATION Effluent chlorination is available for all Jet Home Plants. The separate Jet Chlorinator can be added after the plant alone or, if the filter is used, a chlorination option can be included in it. See the "Jet Home Plant Effluent Chlorination" brochure for additional information and chlorinator specifi- cations. LOCATION The Jet plant may be located in the same position relative to the house and water supply as any sewage treat- ment plant. It must be located so that ample fall is provided to the point of discharge, and there is no possibility of the outlet becoming blocked. Nor- mally the tank is placed below the fin- ished grade. Riser tops should extend two inches above the finished grade. CUSTOMER PROTECTION PROGRAM 2-Year Guarantee: The Jet Models 360-S and 460-FP Aerators are guar- anteed against defective material and workmanship, under normal service, for 2 years from date of installation. The Jet Model 460-FP Aerator is further guaranteed against damage by flooding for 2 years from date of installation. Free 2-Year Inspection Policy: For the first 2 years after installation, the Jet distributor provides a free inspection Policy. This extra assurance is simply a follow-up to make sure the plant is "off on the right foot," since there is no need for periodic lubrication, ad- justment, or owner maintenance. After the first two years, this policy may be renewed annually for a nominal charge. 50-Year Warranty: Jet's 50-year war- ranty program sets a ceiling on repair charges. After the initial 2-year guar- antee period, any unit up to 50 years of age, regardless of condition, may be exchanged for a newly guaranteed aerator for a fixed cost. QUALITY-PLUS POLLUTION CONTROL JET QUALITY... PLUS LOCAL SOURCE, LOCAL SUPPORT, LOCAL SERVICE Jet Aeration Co. '. 750 Alpha Drive · Cleveland, Ohio 44143 ·U.S.A. · 216/461-3100 Cable: J ET © MCMLXXIV Jet Aeration Co. Home I'lnnt & Filter k $F Telt Itefful/i The results here summarize the perform- ance of the Jet Home Sewage Treatment Plant (Model J-i53) both by itself and with the Jet Upflow Filter (Mode~ .1-150) through- out a comprehensive testing program which lasted over 7 months. This test, conducted by the National Sanitation Foundation, load- ed the systems at a rate of 500 GPD during summer, fall BOD Reduction I I Plant Average: 89% Filter Average: 94% Plant Effluent Filter Effluent and winter months, Both the plant and filter ran normally without any service or maintenance required during the entire period. Testing was performed on samples which were composited each day and it shows the plant and filter gave consistent results even under peak loads. Both the Jet plant alone and the plant with the filter were awarded the NSF Seal of Acceptance -- NSF listing No. 8092. 4OO _300_ ppm 200 _ SS Reduction Plant Average: 87°/0 ~~- Filter Average: 96% / ~ ~' Influent Plant Effluent Filter Effluent Period: 19 JUN 73 - 18 JAN 74 MEDIAN ~) MINIMUM MAXIMUM [NTERQUARTILE RANGE Biochemical Influent 168 lO0 739 143 · 201 Oxygen Oemand mff/I Plant Effluent 19 7 48 15 - 25 Filter Effluent 10 3 36 6 - 14 [nlluent 172 68 t145 142 - 283 VolaUle Settleable Solids 11-54 HOME QUALITY-PLUS POLLUTION CONTROL Jet Aeration Co. · 750 Alpha Drive. Cleveland, Ohio 44143 · U.S,A. Cable: JET © MCMLXXIV Jet Aeration Co. A Jcl I'hm/will ilellefi! ¥o[I... illld yOllr ellvirolllllell|. · NO ODORS. The most notice- compartmented tank is 1200 gallons. able benefit of the Jet aeration plant is Primary Treatment compartment holds that it eliminates the embarrassing, of- fensive sewage odors that are a problem with septic tanks. · OUTSTANDING TEST RE- SULTS. During a comprehensive 7- month testing program conducted by an internationally recognized founda- tion, the Jet plant produced an effluent with a median 5-day DOD concentration of only 19 ppm and suspended so[ids concentration of 25 ppm -- average reductions of 89% and 87%. · ENVIRONMENTAL PRO- TECTION. The highly treated effluent discharged from a Jet plant is normally colorless and odorless, and meets standards of larger plants. This is nat- ural, since Jet's watertight, self-corn tained plant treats sewage in the same manner as a central sewage plant. Where clay soil, rock, shale, or high water tables exist, many homes simply cannot be built without Jet aeration. Gross pollution of ditches and streams is eliminated by Jet and, of course, this protection extends to ground water supplies . . . especially important to homeowners with water wells on their properties. · EFFLUENT DISPOSAL SIM- PLIFIED. Effluent disposal in any area is controlled by the health author- ities. Many authorities have found the highly treated .let effluent eliminates the need for leaching fields or subsur- face filters. Most health officials in areas where subsurface disposal is re- quired have found Jet's effluent extends the life of the fields or filters. In a great many areas, Jet's aerated effluent is discharged directly to a storm sewer, flowing stream, or any well-defined line of drainage. · LARGE CAPACITY. Total net ho[ding capacity in a Jet plant's three- 475 gallons; Aeration compartment 600 gallons; Settling/Clarifying compart- ment 125 gallons. · HANDLES ALL MODERN AP- PLIANCES. Automatic laundries, dishwashers, and garbage grinders pre- sent no problems to a Jet plant because of its sophisticated treatment process and its large capacity. Septic tanks can- not offer this benefit. . · AUTOMATIC OPERATION. A control panel automatically cycles the Jet aerator's operation for proper treat- ment. The homeowner does not concern himself with operation. · BACKED BY A LOCAL JET DISTRIBUTOR. The local factory- trained Jet distributor, who installs the plant, is always available if service is ever needed. His name and phone num- ber are clearly displayed on a name- plate attached to the control panel. · NOOWNER MAINTENANCE. Absolutely no periodic maintenance is required by the homeowner. Other than perhaps pressing a re-set button on the control panel in the event of an elec- trical overload, there is nothing for the owner to do. If ever needed, service will be taken care of by the local factory- trained Jet distributor. · FREQUENTTANK PUMPING ELIMINATED. In most cases a Jet plant can go five times as long as a septic t~nk--or longer--before it needs pumping. The Jet plant's primary chamber is designed to pre-treat or- ganic material and pass it on for final treatment, not hold it back as septic tanks are supposed to do. · ONLY A SMALL SPACE RE- QUIRED. Because of Jet's highly treated effluent (final liquid discharge), .lel OlJsoleles file $Cl,/ic Tanl[. most health authorities either greatly reduce the requirements for sub-sur- face filters and leaching devices (com- monly used with septic tanks) or elim- inate the requirement for these alto- gether. Naturally, this results in a great savings to the home buyer, in both original cost and maintenance. · ECONOMICAL TO INSTALL. Installation cost for a modern Jet aera- tion plant usually is no more than for the old-fashioned septic tank. In many in- stances it is even less. · LOW OPERATING COST. The Jet aerator's fractional horsepower motor is automatically cycled to run only part of each day. A Jet plant nor- really costs the homeowner less to oper- ate than his refrigerator, TV, or most other major home appliances. · OPTIONAL CHLORINATION AVAILABLE. Where local health reg- ulations require it, a simple effective chlorinator can be easily added to the plant. Non-mechanical, the Jet chlori- nator works by gravity flow, uses easy- to-handle disinfectant tablets, requires little attention other than restocking with tablets about twice a year. · OPTIONAL TERTIARY TREATMENT FILTER. Practical tertiary treatment can be provided, where required, by the optional Jet upflow filter. The filter is housed in a separate concrete tank through which the plant effluent flows. The effluent receives further biological treatment from bacterial growth on the filter medium. In independent tests, the Jet filter produced effluent averages of 11 ppm DOD ~nd 10 ppm SS--reduc- tions of more than 94% and 96% re- spectively! If chlorination is also de- sired, a Jet chlorinator can be installed within the filter. Odor no odor smells bad Pumping usually 3-5 years usually 6-24 months Garbage grinder fine causes problems Automatic dishwasher fine not recommended Automatic laundry fine not recommended Multiple baths fine causes problems Tile ~el'ah,l'S will] tile LoWesl Itel,nir 'lille ill file hldllSil'¥,v JET'S UNIQUE PATENTED DESIGN, QUALITY CONSTRUCTION ASSURE MANY LONG YEARS OF LIFE AND TROUBLE-FREE SERVICE. The Jet aerator mixes and oxygen- ates the liquid in the plant's aeration compartment. Fresh outside air is drawn into the unit by the action of aspirator tubes on the shaft turning in the water· As they ro- tate they leave a cavity or pocket in the water into which the air is drawn. This air travels down through the aerator, into the hollow shaft, and out the aspi- rator tubes· The air bubbles are then reduced in size by the shearing action of the rapidly turning aspirator tubes. These tiny bubbles are dispersed radi- ally. The rapid rotation of the aspirator induces circulation and mixing through- out the aeration compartment. As air is injected into the fluid, turbulence is increased, and the entire contents of the compartment are drawn into circu- lation, broken down, and aerated. Be- cause the air bubbles are small and uniformly dispersed, the Jet aerator's oxygen transfer efficiency is exception- ally high. Two Ae]'ntor %%odels... Iqoodproof & landn['d. Top-of-the-line Floodproof model: Running seals protect this waterproof unit from any damage by water backing up in tank from flash floods or tempo- rary storm sewer overloads. Five years of careful research, design, and testing went into Jet's development of the FIoodproof aerator. The field-proven Floodproof model is a major step for- ward in home aeration plants and the most versatile home aerator available. Both models have all these quality · Careful engineering and construc- tion, Everyone at Jet is proud of turning out the finest product in the fie[d: This company pride results in top quality work.., consistently superior aerator engineering and construction. · Corrosion-proof or protected mate- rials. Stain]ess steel or special plastics are used on all submerged parts. Parts above water line are either of similar corrosion-proof materials or are pro- tected by heavy plating or baked enamel finishes. · Corrosion-proof foam restrictor. Pro- tects unit from the foam created by mix- ing and aeration, It throws foam to tank sides and breaks it up. protecting the aerator, · Ball-bearing construction. Bearings are extra large for longer life. pre-lubri- cated and permanently sealed for life of the unit . . . no greasing or oiling ever needed. · Totally enclosed motor. Especially designed and produced for Jet by one of America's largest motor manufacturers. · Low power requirements. The frac- tional horsepower motor is automati- cally cycled at the factory to run only part of each day. When cycled "on" it uses less electricity than most other maior household appliances. · "U.L. Approved" cable. Furnished for each installation by Jet distributor, · Close-tolerance coupling. Automati- cally centers shaft to assure smooth even running characteristics ahd long life. · Strict production tolerances, Aspira- tor shaft and coupling are produced to tolerances within 3/10.000". features: · Complete testing. Every Jet aerator is thoroughly tested before it leaves the factory. Ail critical parts such as cou- pling, shaft, bearing bores, and journals are inspected before assembly. Every assembled unit is run under actual op- erating conditions before shipping. · Completely versatile operation. Al- though the control panel is pre-set at factory to cycle the unit for best results under normal conditions, the setting can be changed by the distributor to compensate for unusual situations. If conditions demand it, the Jet aerator is so sturdy that it can even be run continuously without decreasing its long life. · Quiet operation. All rotating parts are precision-balanced. This, together with the close tolerances that are held, result in an aerator that is practically noise- less and vibration-free. · No adjustment by homeowner. No pe- riodic adjustment or lubrication by the homeowner is required. · Positive air injection. There's no clog- ging when the unit is cycled off or power interrupted, · Jet circuit breaker. Opens the elec- trical circuit in the event of an overload, protecting the aerator from damage. · Lowest repair rate in industry. Even the finest mechanical equipment will some day require repair, but two dec- ades of experience have shown the fre- quency of repair for Jet aerators is the lowest in the industry. When these in- frequent repairs are needed, the 1ocal Jet distributor is there to handle them promptly and professionally. Roodproof' Aerator DEPRRTf~ENTO HERLTH RND ENVIF':ONMENTRLf~_'OTECTION .~ //~)'"~/'~ .,'~: ,'" 825 ,'~. ;STREET, RNCHORRGE, RI.':. 9. Zt:L ~;.~ .-7~G-0/]Od//L~ _,. -: ' ' . . I-'.IELL RI'-.ID ¢'-, r-,I -- .-% I TE ,'----';EP-IEF-: F'EF-:I"~F~]:~ ]~ .. PERMIT Nri. ~( ??20? ) - --, -- ~l~" , )"~'/J,~T ~,~, RPPLICRNT LOCRTION LEGRL ~UCK HIGHT NILDERNESS 'Li5 B3 TRLUS 14EST SRR 80X i..,,_,E,u LOT SIZE ~49-3:494 10000 S¢!URRE FEET TYPE OF' SOIL RBSORBTION S~'STEM IS' TRENCH MR;-::IMUH NUMBER 0F BEDROOMS SCI I L RRT I HG (St]! FT,.-"E:R) = 250 THE REQUIRED SIZE OF THE SOIL RBSORPTION SYSTEM IS' DEPTH= -12 LEr41]TH= 54 :3 F-: R'-,,-' E L [:,EF'TH= 7 THE LENGTH DIMENSION IS THE LENGTH (IN FEET) OF THE TRENCH OR DRRINFIELD. THE DEPTH OF R TRENCH OR PIT IS THE DISTRNCE BETNEEN THE SURFRCE OF THE GROUND RND THE BOTTOM OF THE EXCRVRTION (IN FEET). THE~4E IS NO SET NIDTH FOR TRE/4CHES. THE, GRR',/EL DEPTH IS THE MINIMUM DEPTH OF GRRVEL E:ETNEEN THE OUTFRLL PIPE RND THE BOTTOM OF THE EXCRVRTION (IN FEET). F-RI~KRI]E F'LRf4T E:E~;~LI Z F~EB, .- . EZTHER.R CLRSS I OR ~[ NSF RPPROVED PLRN~, f'IR~' BE [NSTRLLED. R CONTINUOUS MRINTENRNCE]RGREEf'IENT'-IS..~:EQUIRED. ' IF R MRINTENRNCE RGREEMENT IS NO~ KEF'T CUR~'.ENT YOU f'IR~' BE REQUIRED TO ENLRRGE THE SOIL RBSORF'TION S'¢~T~M. RND/OR YOU I'IRM BE SUB~ECT,.TO :PROSECUTION. ~> ZN~F"EO~ZON~ ~R~ RE~%~U~ BRCKFILLIN6 OF RNa' S~STEf'I N~HOUT FINRL INSPECTION RND RpPROVRL E:¥ THIS E:,EPRRTMENT W ILL E:E; 51JB3ECT TO 'PROSECUTION. ':.'.J.. ': .' MINIMUM DISTRNCE BETWEEN R NELL RND RN¥ ON-SITE SEWRGE DISPO5RL',S~'STEf'I i08 FEET FOR R'PRIVRTE WELL OR 2~0 FEET FOR R PUBLIC WELL WEEL LOGS RRE REQUIRED RND MUST BE RETURNED TO THE DEF'RRTMENT'WITHIN ~0 OF THE' WELL COMPLETION. SPE~FICRTIONS RND CONSTRUCTION DIRGRRf'IS RRE RVRILRBLE TO INSURE PROPER I NSTHLLRT I ON. .. ·' I RM F~MILI~R WITH THE REQUIREMENTS FOR ON-SITE SENERS fiND WELLS ~S SET · FORTH E:~' THE MUNICIPBLITb' OF BNCHORBGE .... 2- I NILL INSTRLL'THE SYSTEM IN RCCORD~NOE.WITH THE CODES. ?- I UNDERSTBND]TBBT ~HE ON-SITE[S~WER SYSTEM M~' REQUIRE ENLRRGEMENT,IF THE RESIDENCE IS REMODELED TO INCLUDE MORE THBN 3 BEDROOMS. ~ r' ~' ' ~'~ ,APPLI )" iT FILLS OUT UPPER HAL NLY' : · Property f., ,~r ' · · -..,'~; is Phone Hea~y ~o. & A~nt ., _ . ~// · ~ . / . ~ ~ . - /~ Phone ' ;;., Lega~uescrlpl~n __~/ ~ i¢ ~ .~".w ~ .... ~,, ~ ...... -/ Street Locati~ / / ~ ~/_ ~i/tw/~/~ ~ ~ t~ f~ ~ ~ ~ ~ ~ Type of Resl~nce / / u ~' ~ ~ ,~ w ~,-- ~ /~ v , I ///~'~ t ~ ~' .... Single Family Multiple Family No. of Bedroo~ ~ ~ Other Water Supply · ~ Indivld~l . A~ACH ~LL LOG. A w~l log Is required for all wells drilled since June 1975. ~ CommunltYPublic Utility ~L~ ~ For wells ellled prior to that date, give well depth (attach log If available). ... , Sewer Disposal lndivldl Year Indiv~ual Installed: ~ Public ~llity When Connected to Public Utility: ~ Holding Tank NOTE: THE INSPECTION ~E MUST ACCOMPANY EACH RE~EST BEFORE ~OCESSlNG CAN BE INITIATED. Time Time Time Time Date Date Date Date. Inspector Inspector Inspector Inspector Field Notes: , , ,,~. j~ lA ~ ¢.~-¢-V, ~ ' ~ ~ C ~, MUNIClPALI~ OF ANCHORAGE DEPT. OF H~ALTH ='~ ~ ~ b' ' E~IRONM~NTAL PROTECTION · JUN (~ ) APPROVED BEDROOMS *CONDITIONS OF APPROVAL ( ) DISAP~OVED . Soils Rating Date ~wer Installed Well To ~sorplton Area I I .~ Well Log Received . ~- ~-' ~ ?, Well ,o Tank ~ O 4~ Septic ,~k Size 72-023 (3~82) ~].: Time IFa he Insp 1 '30 a. . {~2: dnesday Date Received: November 22, 1977 Date i n s p REQUEST FOR APPROVAL OF INDIVIDUAL SEWER AND WATER ~g.,~II,~ ].~.t,o Lending Institutien Request: Alaska Mutual Savings Bank ~ ~. . 601 West 5th Avenue 99501 Mailing Ac, dress. Phone 274-3561 Property Owner: Buck Hight Phone blailing Address: Star Route A Box 1586C 99507 349-3494 Legal DescrJ. ption: Lot 15 Block 3 Talus West Subdivision Single Family R~sloence: (x~ Multiple iamily Residence: ( Number of Bedrooms: .~ ~'~k~ Number of Bedrooms: Well System: Permit # .... 7_'~07 Depth Well Constructi On /--2~__-- individual We].]. (x) Community/Public System ( ) 101' Well Log on F.~.l.. ( Sewage Disposal System: On-site System ( :~ Public Utility Absorption Area ?S O Soils Rate 2~ Material Distances: Well to ' -' Septzc Tank l/'~O to Sewer Line Nearest Lot line to Nearest Lot Line to Absorption Area //~P' Absorption Area I wo Pagb ~'~ ~ DeparLiient Of Hea}Lh and Snvironmenta]_ ProEeo/Jon Request for Approval of Individual Sewer and ti~.uer Facilities Legal Description: Lot 15 Block 3 Talus West Subdivision Affadavit Attached: ( ) Letter Attached: ( ) Date: Disapproved: Date: Department Worksheet: MUNICIPALITY OF ANCHORAGE Development Services Department Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 Certificate of On -Site Systems Approval S 2--&/ Z-O2 y Parcel I.D. 015-202-16-000 Legal description TALUS WEST#1 BLK 3 LT 15 Expiration Date: Site address 11836 WILDERNESS DR Anchorage AK 99516 Current property owner(s) LEAL JASON R & STACIE R The On -site system(s) is/are approved for _� bedrooms Conditional approval for /8� bedrooms, with the following stipulations: Comments or advisories: �' F—P-1) C S 'r 5- r:.-n I/ V S 1— q u L_; � P F_fL C9 S P 2 2 C 0+9 Original Certificate Date: 5/31 /2023 This Certificate of On -Site Systems Approval (COSA) is intended to demonstrate the subject system(s) is/are in substantial compliance with municipal code. The Municipality of Anchorage, Development Services Department (DSD) issues COSAs based upon representations provided by an independent professional engineer. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. ATTACHMENTS: COSA Checklist X Well Flow Advisory Absorption Field Advisory Nitrate Advisory Tank Age Advisory Arsenic Advisory Other COSA Approval_June 2022 Certificate of On -Site Systems Approval Application 1. GENERAL INFORMATION Parcel I.D. 015-202-16 Complete legal description TALUS WEST #1 BLOCK 3, LOT 15 Location (site address) 11836 WILDERNESS DRIVE ANCHORAGE, AK 99516 Current property owner(s) JASON & STACIE LEAL Day phone 2. ON -SITE SYSTEMS SIZED FOR 3 BEDROOMS 3. TYPE OF WATER SUPPLY: ® Private Well ❑ Private Well serving 2 dwelling units ❑ Private Well serving 3+ dwelling units ❑ Community Well or Public ❑ Water Storage 4. TYPE OF WASTEWATER DISPOSAL: ® Private Septic ❑ Private Septic serving 2 dwelling units ❑ Holding Tank ® Community Septic or Public Sewer 5. SEPTIC TANK: ® Steel ❑ Plastic ❑ Concrete ❑ Fiberglass Age PENDING - See advisory if steel older than 20 years. S.T . / SEPTIC TO BE REPLACED WITH THIS CCOSA 6. ABSORPTION FIELD: ❑ AWWTS ❑ Bed ❑ Deep Trench ® Wide Trench ❑ Seepage Pit Waiver request for: Expedited review requested: ❑ Distance: By applying for this entitlement, this property is subject to inspection by municipal On -site staff to verify the accuracy of the information provided. COSA Fee $ Date of Payment g o l o 3 COSA # U S C 23 11 Z �- Waiver Fee $ Date of Payment Waiver # CCOSA Application 2022.doc Legal Description: TALUS WEST #1 BLOCK 3 LOT 15 Parcel ID: 015-202-16 If more than 1 well and/or septic system on lot, provide separate checklist. Structure served by this system A. WELL DATA ® Well log is filed with Onsite (or attached) Well production at time of test *1.9 gpm Date drilled 6/17/1977 Total depth 95 ft Water storage tank volume NA gallons Cased to 94.9 ft Well disinfected for coliform test? ❑ Yes ® No ® Sanitary seal is functioning correctly ® Coliform bacteria is Negative ® Wires are properly protected Nitrate 3.98 mg/L ❑ Nitrate less than MRL (ND) Casing height (above ground) 12+ in. Arsenic ug/L ® Arsenic less than MRL (ND) Date of flow test for COSA 4/17/2023 FWr.5 Static water level at beginning of test 48 ft. Collected by « ` Date 4/14/2023 Comments *Well water production appears to be much greater_& flow was reduced by septic adeauacv at test. Well appears to produce approximately 5+ GPM. B. TANK DATA C. LIFT STATION Measured operating fluid level in septic tank NA ❑ Required maintenance completed Date of pumping NEW 1500-GAL STEP TANK Age of lift station 0 years ❑ Required maintenance completed, if AWWTS Lift station material EPDXY STEEL Comments: Comments: D. ABSORPTION FIELD DATA — NEW FIELD AUGUST 2023 Which system tested (date installed) NEW FIELD ❑ ALL standpipes present per record drawing Total measured depth from grade 7_7 ft (max) Measured depth to pipe invert from grade NA ft (min) ® N/A — pressurized field. ® Per record drawings, field is insulated. (west Trench) ❑ Monitor tubes go to bottom of effective. If not, state depth into effective ❑ Presoaked required if (Required if house vacant or field not used for more than 30 days prior to date of test) Gallons introduced gallons date Any rejuvenation treatment (past 12 months) N If yes, enter date Adequacy test date NA — NEW Results ❑ Pass Fluid depth prior to test _ in Water added gal New fluid depth in Elapsed time min Final fluid depth in Absorption rate gpd FIELD STATUS — NEW SYSTEM Effective depth (per record drawings) 48 in (MOA a' ED) Effective depth used 0 in Effective depth remaining 48 in Comments/Deficiencies: NEW SEPTIC SYSTEM INSTALLED 2023. PLEASE SEE ATTACHED INSPECTION REPORT. FINAL COSA CHECKLIST.docx E. SEPARATION DISTANCES From Private Well on Lot to: (Please enter distances if less than required or if community well on lot) Septic Tank/Lift Station on Lot > 100' Community Sewer Manhole/Cleanout > 100' ® Yes if No ft ® Yes if No Neighboring Tank > 100' ® Yes if No ft Absorption Field on Lot > 100' ® Yes if No ft Private Sewer/Septic Line > 25' ® Yes if No Holding Tank > 100' ® Yes if No ft ft ft Neighboring Absorption Fields > 100' Animal Containment > 50' ® Yes if No ft ® Yes if No ft Manure/Animal Excreta Storage > 100' Community Sewer Main > 75' ®Yes if No ft _ ®Yes if No ft ❑ N/A — Served by Community Well (not on lot) or Public Water From Septic/Holding Tank and Absorption Field(s) on Lot to: (Please enter distances if less than required) Building Foundations > 10' ® Yes if No ft Surface Water > 100' ® Yes if No ft Tank to Property Line > 5' ® Yes if No ft Wells on Adjacent Lots: Field to Property Line > 10' ® Yes if No ft Private Wells >' 100 _ ®Yes if No ft Water Main > 10' ® Yes if No ft Community Wells > 200' ® Yes if No ft Water Service Line > 10' ® Yes if No ft If tank or field is under driveway comment below F. ENGINEER'S COMMENTS G. CERTIFICATION & STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, 1 verify that my investigation, based on procedures outlined in the Certificate of On -Site Systems Approval Guidelines, indicates that the on -site water supply and/or wastewater disposal system appears to comply with applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation, unless noted otherwise. Name of Firm FIRST WATER CONSULTING Phone 907-350-9566 Engineer's Printed Name CURTIS HUFFMAN PE Date 8/28/2023 Comments: This investigation was completed in compliance with MOA guidelines, regulations, and best industry practices / methods. The assessment of the condition of the well and septic l ��� k applies only to the conditions as of the day tested. The flow and absorption rates may change FA 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 �I *; • -49 T •• .... .. ....... . well and septic system. Therefore, any or NO estimate of how long a system will function satisfactory , for current or future occupants or guarantee that no unseen encroachments, deficiencies or �% ��/ discrepancies exist can be given by First Water Consulting & FI�(S • • `� • / Curtis Huffman ?'c�`•• CE 128991 -��� F • .8/28/20;3•o FINAL COSA CHECKLIST.docx • Municipality of Anchorage `G On-Site Water and Wastewater Program 4 titJf (907) 343-7904 SAF ETT Certificate of On-Site Systems Approval C Parcel I.D. 015-202-16 Expiration Date: j l d- 4 Yl 7 1. GENERAL INFORMATION: Complete legal description TALUS WEST#1;BLOCK 3, LOT 15 Location (site address) 11836 Wilderness Drive*Anchorage 99516 Current Property owner(s) Joanne Bozek Day phone 868-8641 Mailing address Real Estate Agent Day phone 2. TYPE OF DWELLING: ® Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 3 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well ® Individual Individual Water Storage ❑ Holding Tank ❑ Community Class _Well ❑ Community ❑ Public Water System ❑ Public Sewer ❑ WaiverNariance request for: Distance: Received by: /�— G -�� Date: COSA to be released to the engineer,unless otherwise requested by the engineer. COSA Fee $ 52 ( Waiver Fee $ Date of Payment Cd. 12. '1 ("1 Date of Payment Receipt Number OS"7 o Receipt Number COSA# n '3Y1 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: Garness Engineering Group, Ltd (GEG) Phone: 907-337-6179 Address: 3701 East Tudor Road, Suite 101-Anchorage,Alaska 99507 Engineer's Printed Name: Jeffrey A. Garness Date: 2/2f tI Q000pp•%44 In conducting this evaluation, GEG provided an engineering evaluation of the well and/or septic system oOF in accordance with the guidelines and regulations established by the Municipality of Anchorage and � -..•.•A•� 1 industry practices. The reported results describe the condition of the system/s on the date/s of the ,�' – �j— ' evaluation. Separation distances were measured to readily identifiable features. Hidden defects or Vln� encroachments may exist that were not identified during the evaluation. The operational life of all wells ,*,, 4 and septic systems depend upon a variety of variables, including but not limited to, soil conditions, "' Q groundwater levels (that may fluctuate during the year), quality of construction (materials and 0 VA workmanship),and the water usage of the family utilizing the system/s. These conditions can vary,and .. .. . ... Q are outside the control of GEG. Satisfactory test results do not guarantee future performance of the / e. • A. Go ness: therefore, GEG makes no warranty (express or implied) regarding the future performance of Jn co • CE_7•%71„,P ��� the well or septic system. GEG makes no representation whether an alternative well or septic system V114- Z r /1 i4 can be installed on the property in the event either of the current systems fail to perform adequately in eaQ /'..-• co• the future. The content of this report is for the sole benefit of the person/party that retained GEG to p `O roresslo� o� perform the evaluation. Reliance upon the information provided in this report by any other person or � Opoa party (including subsequent property purchasers) is not authorized, nor will it confer any legal right whatsoever. #AECC884 6. DSD SIGNATURE System #1 Approved for - bedrooms System #2 Approved for bedrooms Disapproved Conditional approval for bedrooms, with the following st1pU1at?oris .,•ter•- A;•,.l • • 7 By: I ;—�� -�� Original Certificate Date: g 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 �\ Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other COSA blue sheet 70.70-12.doc 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: TALUS WEST#1, BLOCK 3, LOT 15 Parcel ID: 015-202-16 A. WELL DATA Well type PRIVATE If A, B. or C provide PWSID# N/A Well Log (YIN) YES Date completed 6117177 Sanitary seal (YIN) YES Wires properly protected (Y/N) YES Total depth 95 ft. Cased to 94.9 ft. Casing height (above ground) 12+ in. FROM WELL LOG AT INSPECTION Date of test 6/17/77 8/11/17 Static water level 50 ft. 47.2 ft, Well production 12 g.p.m. _ 5 3+ g.p.m. WATER SAMPLE RESULTS: Coliform NEG colonies/100 ml Nitrate 2 80 mg./L. Collected by: GEG, Ltd Arsenic: ug /L. Date of sample: 8/11/17 B. SEPTIC/HOLDING TANK DATA "INTEGRITY OF 40 YEAR OLD CONCRETE JET AERATION TANK IS UNKNOWN Tank Type/Material 'SEPTIC/CONCRETE(/) Date installed 1977 Tank size X250 gal. Number of Compartments 3 Cleanouts (Y/N) YES Foundation cleanout (Y/N) YES Depression over tank (Y/N) NO High water alarm (YIN) N/A Date of pumping 8/15/17 Pumper A+ HOME SERVICES C. ABSORPTION FIELD DATA -BELOW EXISTING GRADE AT MT Date installed 1977 Soil rating (g.p.d./ffor /bdr ) 250 System type DEEP TRENCH Length 54 ft. Width 4 ft. Gravel below pipe 7 ft Total depth '12.5+ ft. Eff. absorption area 756 ft Monitoring tube YES Depression over field NO Date of adequacy test 8/11/17 Results (Pass/Fail) PASS For 3 bedrooms Fluid depth in absorption field before test 10 in. Water added 732 gal. New depth 35 in. Elapsed Time: 120 min. Final fluid depth 25 in. Absorption rate >= 450+ g.p.d. Any rejuvenation treatment (past 12 mo.) (Y/N & type) NONE KNOWN If yes, give date - -SUMP AT END OF TRENCH IS NON-FUNTIONAL, HOWEVER THERE IS A FUNCTIONAL MT D. LIFT STATION Date installed Size in gallons Manhole/Access (YIN) "Pump on" level at in. "Pump off' level at • •• wa er alarm level at in. III- - • Cycles tested Meets alarm & circuit requirements? E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lift station on lot *95 On adjacent lots 100'+ Absorption field on lot 100+ On adjacent lots 100'+ Public sewer main 75+ Public sewer manhole/cleanout 100'+ Sewer/septic service line 25'+ Holding tank 75'+ Animal containment areas 50'+ Manure/animal excrete storage areas 100'+ SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO Building foundation 5'+ Property line 5'+ Absorption field ...5'+ Water main 10'+ Water service line 10'+ Surface water ""100'+ Wells on adjacent lots 100'+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line "3' Building foundation 10'+ Water main 10'+ Water service line 10'+ Surface water "•""100+ Driveway, parking/vehicle storage 10'+ Curtain drain NONE KNOWN Wells on adjacent lots 100'+ F. COMMENTS 'WR#930074 "WR020042 •••1977 INSPECTION REPORT ""EXCEPT FOR MANMADE POND(SEE ATTACHED PHOTO) ,aaaali .•'�� F i4 t G. ENGINEER'S CERTIFICATION ���P,.••............. �t� 1 certify that I have determined through field inspections and : _a ' 49/1• �'`, *▪ 0• . review of Municipal records that the above systems are in I • • conformance with MOA COSA guidelines in effect on this • ; • date. 1#40G... ie• 'ey A. Go33 ess.r L` Engineer's Printed Name JEFFREY A GARNESS •..• CEIZ�S4(3_��C4r Date /21/ ' " 444 PROFESS�PP44 LICENSE �t\aaaaas�� #AECC884 (Rev. 10112/12) _ Frontier Surveys, LLC Project No:17-204 Date:August 17th, 2017 . NORTH . (Ordered By:Joanne Bozek PIat:80-40 Grid:N/A Scale 1"=y • ® ® SLE-1444 -- _�_ M /+ \ L.140.00 /� 1 R-320.00 ` I041 W Talus West Subdivision pp..404+ -, Addn. No. 1 Epc,�oF 1� a Lot 15, Block 3 1 p ` 20,367 sq.ft. +/-1 G 1 sms j. J1836 Wilderness Drive , 2 Story Wood Framed House • . . � w/Attached 2 Car Garage SS V 50.3' I ;-,i r' 1 i `° w- ^ 1 N 50.3', ' ,, irs,0_o�;_n 23.4 i m I 346 * � u 1 ci co 1 , rr el • ��'1•• u1 N 3 ' S • 3 ✓ 1▪ 02 N � � I o LOT14 LOT 16 x®`" 1 • v, 0 r -.1 It1 ' . S) Co od 13 1 4 r Q / 9g' 11 // ®.� � 1 ' / • 1 / W 1 6 / LOT 17 / ill I C e.I - / S 21� W 42.sz LOT 21 Legend: u Electric Meter/Outside Power 0 Concrete ® Gas Meter Deck -0- Fence 0 35 70 n.5 O Septic U Water Well O Mailbox nem inim Feet General Notes: 1.This document is created for the purpose of a single property transaction and is subject to Federal Copyright Law. 2.Excepting for gross negligence,the liability for this survey shall not exceed the cost of preparing this survey. 3.All measurements/setbacks are to the visual/apparent building footprint. 4.Dimensions to property lines are plus/minus 0.lft. This survey complies with ASPLS Mortgage Location Standards.The survey represents visible improvements and conditions at the time of the survey.This document does not constitute a boundary survey and is subject to any inaccuracies that a subsequent boundary survey may reveal.It is the responsibility of the Owner to determine the existence of any easements,covenants,or restrictions which do not appear on the record plat.Under no circumstances should this document be used for construction or for establishing a boundary or fence line. As-Built Survey of: Lot 15 Block 3, Talus West Subdivision Addn. No. 1 I,Frederic Wagner,hereby certify that this Mortgage Inspection Survey was performed by me,or under my direct supervision on August 16th,2017. Frontier Surveys, LLC FRONTIER* 650 W.58th Ave.Suite E Anchorage,Alaska 99518 II Sury 907.460.1686-info@frontiersurveys.com i PROFESSIONAL SEAL www.frontiersurveys-cam 1 S 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 CERTIFICATE FOR A SINGLE Parcel I.D. 015-~5e--16 1'. GENERAL INFORMATION OF HEALTH AUTHORITY Complete legal description TALUS Location (site address or directions) Current ProPerty owner(s) DENNIS Mailing address 'APPROVAL FAMILY 11836 WILDERNESS DWELLING HAA# Expiration Date: WESTvtSUBDIVISION; LOT 15, BLOCK 3 11836 WILDERNESS' DRIVE * ANCHORAGE, AK 99516 URBAN Day phone 345-0383 DRIVE * ANCHORAGE, AK 99516 Lending agency Mailing address Real Estate Agent Day phone Day phone Mailing address Unless otherwise requested, HAA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: 3 3. TYPE OF WATER SUPPLY: Individual Well [] Individual Water Storage F~ community Class Well E] Public Water System E] TYPE OF WASTEWATER DISPOSAL: Individual On-site Individual Holding tank Community On-site Public Sewer The Municipality of Anchorage DeVelopment Services Depadment (DSD) Issues Certificates of Health Authority Approval (HAA) based only upon the representations given in paragraph 4 by an independent professional civil engineer registered in the State of Alaska. Certificates of Health Authority Approval are required for the transfer of title (except between spouses) for.properties served by a single-family on-site wastewater disposal and/or water supply system. DSD also issues HAAs upon request to homeowners. Certificates of Health Authority Approval are valid for 90 days from the date of issue for properties served by a private or Class C well and may be reissued with new water samples. (Certificates may be reissued for a period of up to one year with valid water samples.) Certificates are valid for one year for properties served by Class A or B wells or a public water system. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 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 Health Authority 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. NameofFimn ALASKA WATER & WASTEWATER CONSULTANTS, INC. Phone 337-6179 Address 6901 DEBARR ROAD, SUITE 2B * ANCHORAGE, AK 99504- /O Engineer's Printed Name JEFFREY A. GARNESS, P.E. Date ~'/~O ~ ~ Engineer's Comments: In conducting this evaluation., AWWC, Inc. attempted to provide a thorough, conscientious engineering analysis of the system in accordance with ADEC and MOA DSD Guidelines & Regulations. The reported results described the performance of the system under the conditions encountered at the time of the test, and separation distances measured to readily identifiable features. The operational life of all wells and septic systems depend on the local soils condition, groundwater levels that may fluctuate during the year, and the water usage of the family being served by the system. These conditions are outside the control of the e valuator of the system. Satisfactory test 'results do not guarantee future performance of the system, nor do they guarantee that there are no hidden defects or encroachments. AWWC, Inc. can therefore not provide any warranty or future estimate of.how long the system will continue to meet the operational requirements of the ADEC or MOA DSD. The content of this report is for the sole benefit of the owner listed above. Any reliance upon or use of this report by any other person or party is not authorized, nor will it confer any legal fight whatsoever. DSD SIGNATURE Approved for ~ bedrooms. Disapproved. Conditional approval for bedrooms, with the fllowing stipulations: . " ' ' ' " . ,,~ .~.. -.__ -. ~.,,.~ ON-SUb . ,~: WATER AND : rn~ :. WASTEWATER .: -: Attachments: HAA Checklist Septic System Advisory Well Flow Advisory Other (Rev. 12,1~1) Original Certificate Date: Legal Descnpbon: A~ WELL DATA '~ I Well type PRIVATE -; Date completed ~ 6~/1 Tot:al depth~ !' g,~' '~i' TALUS .WEST S/D; LOT 15, BLOCK Municipality of Ancnorage :Development ServiceS iDePartmeni ; Building Safety Division !i ' On-Site Water & Wastewater Program , , 4700 South Bragaw St. i!.;~ ~ ;! p.O. Box196650Anchorage, AK99519-6650. i !!. ; wWW.ci.anchorage.ak.us . : iHEALTH: AUTHORITY APPROVAL 'CHECKLI' i If A, B, or C provide PWSlD# N/A 9~' Sanitary seal {Y/N) i}. :, :Cased to 95 ft. - : . :!ii FROM WELL LOG ',I, -], !i 6/17/1977 Date of test Static water Ira}el 50 · ft. - Well .L ~(Y/N) YES W res properlyp,rotected (Y/) YES ...,. I~.! !,,~ Casing he~gh~ (above ground) 12+ AT INSPECTIONj - ' .5/177 bd2' ATER S . RESULTS: 12 . g.p.m. Other bacteria - .ft. .g.p.m. 0 ;~ (~)jOni~s/100 mi. Nitrate 1.26 mg./L. Coliform ~ylJe. wat~na, i . . .: Tank size ~.1250 gal. :. ii .: . Number of Compartments ' 2 : Fo, undabon c. leanout,(Y/~) ~YES Depresmon over tank (Y/N) Da' ~te of p'um. pin'~,g ~ } 15/10/2002~ · Pumper · C..~,BSORPTION~FIELD DATA I'BELOW EXISTING CRADEI Date instalied L/ ~/~977. Soil rating~-r ft~/bdrm) 250 ~ ft.., ,, Width . . 4 ft. o~tal de,,th ' i i~2 ;i l:ft !~Eff absorption area 756 fi' 'Monitoring tube YES D~te of adequ~cy~, ,,~ ' ,' ~.ie"~t" '5/1; ;. :7/2002 ',, ~ , Results (Pass/Fail) PA_SS_:: : ! Fluid depth in absorption field before test 40 in'. - 'water'added. , 968 g'~l "Elapsed Time: ~.57~, min. Final fluid depth 64 ,~ :. . . ,. ,:~ .,,~ . i! 'Any rejuvenation treatment (past 12 mo.) (YIN & type) Col ected Date in~t~li~ CleanOdts~ (",~jl;,l) · . : ii J~J: . ':.~ 'I Hign water, amrm ~j. NONE KNOWN in, YES (Y/N) - N/A ... S~Jst.~.iype TRENCH ~ravel gelow ~t DePression over field__ I,i Iit New depth nj ate >= 450+ {i~es, give date NO For 3. bedrooms 72 in. g.p.d. 6/1977 ft. AKWWC, INC. 0 Colonies/100 mi. D. LIFT STATION Date installed "Pump on" level at ~ Eo Size in gallons . ,- - .- Ma~~ ,in. "Pump off" ~ : ~n. ,H~gh water alarm level at Cycles tested Meets alarm & circuit requirements? sEPARATIO~ 'DISTANCES 'in. SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lift station on lot 95'+ Absorption field on lot 100'+ Public sewer main N/A Sewer/septic service li~ e 25'+ On adjacent lots 100'+ On adjacent lots 100'+ Public sewer manhole/cleanout Holding tank N/A · N/A SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation 5'+' Property line, 5'+ ' Absorption field Water main N/A Water service line 10'+ Surface water Wells on adjacent lots 100'+ 5'+ 100'+ SEPARATION DISTANCE F~RO..~BSORPTION FIELD ON LOT TO: Property line **~' ~ ('/¢~uilding foundation 10'+ Water main Water service line 10'+ Curtain drain NONE KNOWN COMMENTS * WR950074 ** WAIVER N/A' Surface water 100'+ Driveway, parking/vehicle storage __ Wells on adjacent lots 100'+ REQUESTED 10'+ G. ENGINEER'S CERTIFICATION ! certify that I have determined through field inspections and review of Municipal records that the above systems are in conformance with MOA HAA guidelines in effect on this date. Engineer's Printed Name JEFFREY A. GARNESS Date HAA Fee $ zx.'~r~/~ ~ Date Of Payment ~~0 ' Receipt Num~''''~ I (Rev. 12/01) Waiver Fee $ ' Date of Payment Receipt Number ALASI / WATER WASTEWATER, July 3, 2002 Municipality of Anchorage Development Service Department Building Safety Division On-Site Water 8: Wastewater Program P.O. Box 196650 Anchorage, Alaska 99519-6650 Attn: Jeff Poet Ref.' Lot Line Waiver for Lot 15, Block 3 Talus West Subdivision. Dear Mr. Poet: Per your directive, the property owner had the west ~nd of the drainfield serving the subject lot located and a clean-out installed. Attached is a revised as-built survey which shows the cleanout located approximately 4 feet from the west lot line. We request that ),our department issue a 3 foot lot line waiver from the west property line to the existing drainfieid. I am unaware of any adverse im 3acts thi~ questions, ~ Pretdt 11 xvaiver would have on adjacent wells or septic systems. If you have any tact us at 337-6179. Thank you for your assistance. 6901 Debarr Road, Suite 2B * Anchorage, AK 99504 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: akwwc.com Municipality of Anchorage Development Services Department Building Safety Division On-Site Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 ww~v. ci.anchorage.ak.us (907) 343-7904 Waiver Review Worksheet PID#: 015.202-16 HAg: HA020232 WR#: WR020042 Date Received: 7110102 Legal Description: Talus West #1 Block 3 Lot 15 Engineer: JEffrey A. Garness, PE Alaska Water & Wastewater Consultants, Inc. Applicant: Dennis Urban Waiver Requested: 3 feet from absorption field to property line Criteria: Geology A. Water Table B. Soil Sorption C. Permeability D. Water Table Gradient E. Horizontal Separation Permit~: Points: Total: mmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmm! Waiver is Granted: ~ Waiver is not Granted: List Conditions or Reasons for above: Date:. "7--[ O -' O ~_ By: ~------'1~ a~e,,d'f Reviewer Rec#: 22452 Amount: $150,00 Date Paid: 7/1012002 Municipality of Anchorage George P. Wuerch, Mayor Bttilding Safety Dix4sion P.O. Box 196650 · 4700 S. Bragaw Street Anchorage, Alaska 99519-6650 · (907) 343-8301 h ttl):/ /xxax~v. ci.anchorag¢.ak.us 7/10/2002 Jeffrey A. Gamess, PE Alaska Water & Wastewater Consultants, Inc. 6901 Debarr Rd. Suite 2B Anchorage Ak. 99504 Subject: · Waiver Request for Talus West #1 Waiver Request #WR020042 Parcel ID #015-202-16 Block 3 Lot 15 Dear Engineer: Your request for a waiver of the required 10 feet horizontal separation from the absorption field to property line has been approved. The approved separation distance is 3.0 feet. This waiver approval applies to the existing absorption field to property line separation only. Any furore upgrade to the on-site wastewater disposal system will require all separation distances be met or another approval from this department. If there are any further concerns or questions regarding this waiver, please call our office at 343-7904. Sincerely, Jeffrey W. Poet Engineering Technician On-Site Water & Wastewater Program 05/15/2002 13-11 FAX 907 564 4440 BP-ACT DEPT. ~002 .j /." /.aW /& -~. Ix /.-~7' /& / .. ._._.----D-'-----' & ~°0~". ~..t" ~ ,~Z,~Z/ / AS.BUILT ~0 CORNERS S~ ~S DAT~ ' : · . I I hereby ccr~' that I have performed ~;'.~¥. ] =peetlon of the followinff ~=crib~d pro.tlr: ........ ~"-''"' "'" ..... ~ ...... not ~erla~.~ end,ach fin ~a ~rop.rty ~,. .0~ to, that no lm~veme~ o, property lyl~.}dja!ent ~ · · ~ '~u:~v f ~ t roadways, ~ansmis~on l~es or o~er visible easemenb on ' ~'- ': · . - ,. ' .~ / saidpro9crff excegt as lndlcat~hereom ¢, ~.... . ., ,~ ~ Dated at ~orage, Alas~ ' ~ "~-'" ........ '1'¢' ~" I~ ~,r 0" ~d~~ {~ .~, ~O~E SHOWN ON ~E RECORDED ~ED W~AT~A ~ A~SOCIATES ARE NOT SHO~N HEREON. ~'~/~'-I/F.~' ~ /,;~F~, I . ~n~i~e,rs 3UL--0~--02 PM P. IB:I 't ~ WEL. L.. P Anchorage MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & HUMAN SERVICES Division of Environmental Services On-Site Services Section P.O. Box 196650 Anchorage, Alaska 99519-6650 343-4744 Parcel I.D. # CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING ~ r-~ ~:1 - 'IL~ HAA# 1. GENERAL INFORMATION Complete legal description LoT [~, ~LK 3 TFtLV5 ~'EST ~ i Location (site address or directions) Property owner Mailing address Lending agency Mailing address p, o. Day phone , /}t~- Day phone. Agent GARY kLiMKE POLAR ~flLT Y Address Not E '7¢ '~ ,4-~'~.¢ Unless otherwise requested, HAA will be held for pickup. NUMBER OF BEDROOMS: TYPE OF WATER SUPPLY: Individual well V Community well Public water NOTE: Day phone 3H'~- If community well system, provide written confirmation from State ADEC attest- ing to the legality and status of system. TYPE OF WASTEWATER DISPOSAL: Individual on-site Holding tank Community on-site Public sewer NOTE: ,/ If community wastewater system, provide written confirmation from State ADEC attesting to the legality and status of system. 72-025 (Rev. 1/91) Front MOA 721 :suo!ielndBs BU!MOlIOI eq~, ql!M 'stuooJpeq ~o~ le^mdde leUOR!puoo 'SUJOOJp@q ~ ~ 'p@AoJddes!(] ~o~ peAoJddV ~-- :al~niyNglS SHHa 91~°I~ ~ ' ~9~OHDN~ ¢~S 0HD~ o%shl sse]ppv ~%1 ~Sb~ eUOqd ' ~t~ '~p~% dO~&V7~ w4aloaweN 'sepoo e~elS pub lediolunR lie M~!~ eoU~!ldmoo u! si melsXs leeods!p Jele~else~ Jo/puB Xlddns ~e~e~ ej!s-uo emi 'uoiloedsu! pub uo!le6!lseAu! Am E~OJ1 pue sa1!~ e~eJo~ouv jo ~l!led!olunR emi moJ~ PeUIe]qo uo!lemJo~u! eq~ uo pes~q ~eql XJ~JeA Jeq~n~ I 'u!aJe~ Pe]eo!pu! eJnionJls lo edA~ pue s~ooJpaq ¢o Jaqmnu aql JoI alenbepe pue leUO!iounI 'eJes s! melsXs lesods!p JeleMelSeM Jo/pue Xlddns Je~BM m!S-UO eq] leq~ SMOGS uo!Ieo!ldde leAoJddv Xl!Joq]nv ~leeH s!ql jo uoRe6!iseAu! ~ ieql XJpeA I 'MOleq UMOqS elep uoRep!leA e~l ~o se pue oleJeq PaX!lie lees Am ~q pe!~!Peo sv '9 Municipality of Anchorage Department of Health and Human Services HEALTH AUTHORITY APPROVAL CHECKLIST Legal Description: /eT 15~ EL~: ~ T,qLv$ WEST Parcel I.D. A. Well Data Well type ~'~\VATE' Log present (Y/N) Total depth Sanitary seal (Y/N) ¥ FROM WELL LOG AT INSPECTION If A, B, or C, attach ADEC letter. ADEC water system number Date completed Dr,,er rl' ' Cased to ~ S ~ Casing height Wires properly protected (Y/N) 'Y' Date of test Static water level Well flow Pump level1 I 'Z g.p.m. ~> (~,c~ g.p.m. SEPARATION DISTANCES FROM WELL TO: Septic/holding tank on lot 013' -re (~.o, Absorption field on lot ] o c~ 'r~ ¢. o, Public sewer main '~ /oe Sewer service line '75' ; On adjacent lots ; On adjacent lots Public sewer manhole/cleanout NON£ Petroleum tank WATER SAMPLE RESULTS: Coliform ~ 4'0 ! / ,'oo,~ ¢ Nitrate o. :~ ,~/~ Date of sample: I~ I ~ ~11c~3 Collected by: Other bacteria O co [ //Ioo ,~ ~. ~'/-At'TO? 1-~-c ~ 5Kc ~, B. SEPTIC/HOLDING TANK DATA Date installed ~/'7-/ Tanksize ~2.:~c) ¢o/i~. ~£T") Compartments Cleanouts (Y/N) '~' Foundation cleanout (Y/N) ¥ Depression (Y/N) High water alarm (Y/N) ~, A: Alarm tested (Y/N) N, Date of pumping ~l /c/ /¢ ~ Pumper --~-'~'~,~c-," SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK TO: Well(s) on lot ~ Feo~ ¢.0. On adjacent lots ::~ /00 To property line L~O~ Absorption field ~ lo~ Surface water/drainage '~ ~oo Foundation :2~ 'to ¢.O. Water main/service line .~ 50 ~ 72-026 (3/93)* Fro~lt CONTINUED ON BACK PAGE C. LIFT STATION Date installed Manufacturer Size in gallons Vent (Y/N). "Pump on" level at High water alarm level Meets MOA electrical codes (Y/N) Manhole/Access (Y/N) "Pump off" Level at Cycles tested SEPARATION DISTANCE FROM LIFT STATION TO: Well on lot On adjacent lots Surface water D. ABSORPTION FIELD DATA Date installed Length _ .5 H Width Total absorption area Date of adequacy test Water level in absorption field before test Peroxide treatment (past 12 months) (Y/N) 250 ¢L~'/B ~ Soil rating (GPD/Ft2) System type T,~E~d Gravel thickness "7 Total depth 1-2. Cleanout present (Y/N) "t/ Depression over field (Y/N) Results (pass/fail) I~r~ ~ ¢ for 3 Bedrooms (2 After test ~o~£ kNowN If yes, give date t~,,~ , SEPARATION DISTANCE FROM ABSORPTION FIELD TO: Wellonlot }oq' /r~'oH C.O. To building foundation 3,5' F,%~ On adjacent lots > ;20' Surface water ~ I co' On adjacent lots ">too' Property line To existing or abandoned system on lot Cutbank ~,~, Water main/service line Driveway, parking/vehicle storage area qO Curtain drain E. ENGINEER'S CERTIFICATION I certify that I have checked, verified, or conformed to afl MOA and HAA guidefines in effect on thq, dat¢.?,( this inspect¢bn. Signature :~::: Engineer's Name Date \torero HAA Fee $ Date of Payment ,,// Receipt Number Waiver Fee $ Date of Payment Receipt Number 72-026 (3/93)* Back Tom Fink, Mayor / uni ipality of Anti. rage Department of Health and Human Services 825 "L" street P.O. Box 196650 Anchorage, Alaska 99519-6650 343-4744 November 24, 1993 Ted Moore, P.E. Flattop Technical Services 14530 Echo Street Anchorage, Alaska 99516 Subject: Waiver Request for Lot 15 Block 3 Talus West #1 Waiver Request #WR930074, PID #015-206-16, HA930698 Dear Mr. Moore: Your request for waiver(s) of the required 100 foot horizontal separation of a septic system to a private well has been approved. The approved separation distance(s) are a private'well to the septic tank of 95 feet. This waiver approval applies to the existing septic system to well separation only. Any future upgrade to either will require all separation distances be met or another approval from this department. Robert W. Robinson Civil Engineer On-site Services Concur. - oh~~~ivProgram ~ On-site Services ljm:#6 - MUNICIPALITY OF ANCHORAG_ Department of Health and Human Services On-site Services Section Waiver Review Worksheet Date Received: November 12, 1993 Legal Description: Lot 15 Block 3 Talus West Subdivision Engineer: Ted Moore" P.E~, Flattop Technical Services 14530 Ech° Street, Anchorage, Alaska 99516 Applicant: A~H.F.C. Waiver Requested: Private well to septic tank on lot of 95 feet Criteria: 1. Geology: Points: A.! Water Table i~,/ B. Soil Sorption C.I Permeability D. Water Table Gradient E. Horizontal Separation ~'~ , TOTAL: 2. Special Conditions: 3. Other: Waiver is Granted: Waiver is NOT Granted: ist Conditions or Reasons forabove: Date: By: /game of R'evieqer Rec #: 25433/1074 Amount: $ 625.00 Date Paid: 11-12-93 PH: (907) 345-1355 ECHNiCAL, SE T~ODO~ F. MOORE, P.E. 14530 ECHO ST. ~CHORAGE~ ~KA 99516 November 11, 1993 M.O.A. DHHS P.O. Box 19-6650 Anchorage, AK 99519 RE: 15/3 Talus West S/D Well-septic separation distance waiver Dear Sirs: By means of this letter we are requesting issuance of a separation distance waiver allowing the existing ~vell and septic tank o6the subject lot to be approved with a horizontal separation distance of 95 feet, instead of the normally required 100 feet. To assist you in your review, a site plan and copies other backup documents from DHHS files are enclosed, along with a HAA application. According to DHHS records the wastewater disposal system was installed in June of 1977 · and consists of a 1250 gallon "Jet Aeration" septic tank followed by 54 lineal feet of soil absorption trench containing 7 feet of sewer gravel, q~lae "Jet Aeration" unit has apparently not functioned for many years, however the concrete tank appears to be in good shape and the trench is sized large enough for a conventional septic tank system. The soil rating of 250 square feet per bedroom was apparently based on an area-wide soil classification made at the time the property was subdivided. We were unable to locate the sump at the end of the trench shown on the GAAB inspection report. Therefore, to prepare for the adequacy test we arranged to have Carl's Excavation install a new perforated monitor tube extending 6 feet down into the sewer gravel below the horizontal distribution pipe at the location shown on the site plan. On October 29, 1993 we conducted an adequacy test of the wastewater disposal system. Since the house had been unoccupied for an extended period of time prior to our test, we presoaked and tested the system by adding a total of 1641 gallons of water into the trench while monitoring fluid levels in the soil absorption trench and septic tank standpipes, before, dmfng and after the flow of water was stopped. ,The newly installed monitor tube was di'y at the start of om' test and remained dry as the entire 1641 gallons of water was added. We cOncluded that the system was functtonmg adequately for a ttu'ee bedroom residence on the basis of this demonstrated surge capacity (over throe times the design daily requiremen0; if it were not able to absorb water at an adequate rate, a significant amount of fluid could be expected to back up in the monitor tube. According to the driller's log the well was installed on June 17, 1977 andhas:a total depth 0f 95 feet and a yield of 12 gpm. To assess the yield of the well, on October 29, 1993 we pumped /t total of 1641 gallons of water from the well at the maximum pump output of 6.9 gpm. The initial .static water level was 43 feet and the maximum drawdown was 56 feet. Based on our test data, we concluded thai'the total yield of the well is in excess of 6.9 gpm, which is more than adequate for any single family residence. Water samples collected on October 29 were satisfactory, showing 0 Coliform or other bacteria per 100 ml., and 0.30 mg/l of nitrate-N. ~ The topography of the lot slopes gently towards the west at approximately 5%. This means that should the septic tank leak, effluent would not tend to flow towards the well. The relatively tight soils associated with a soil rating of 250 square feet per bedroom also means that effluent from a leaking mJ~k would receive good filtration before it reaches a water table or potable water aquifer. The following is a breakdown of how waiver analysis points could be assigned using D.E.C.'s 1985 "Separation Distance Waiver Guidelines for SCRO". Category Points Distance to water table (43' - 2' stickup - 12' depth of tank = 29') Soil sorption (14' sand @ 1.5 + 15' hardpan @ 4.5/29 feet = 3.05) 3.83 3.05 Permeability (14' sand @ 1.5 + 15' hardpan @3/29 feet = 2.28) Water table gradient (assume 0% parallel to ground surface) 2.28 2.9 Horizontal separation (95'~ 2.8 Total 14.86 This point assignment indicates that no bacteriological contamination of the well should occur attributable to the proximity of the septic tank. This conclusion is home out by the fact that the water test results demonstrate that the water is uncontaminated and has a low nitrate level. ~The [fact that the tank is made of concrete provides a further guarantee that it is not likely to collapse in the foreseeable furore. The fact that the static water level is at 43' while the well casing extends to 95 feet indicates that the aquifer being tapped is probably confined. Finally, the magnitude of the requested waiver is only 5% of the required separation distance, and the actual separation distance is almost double what was required for tanks installed just 4 years earlier than this tank. For all of the above reasons it is my professional opinion that the requested waiver can be safely granted without concern as to contamination of the well due to the proximity of the septic tank. Please give me a call if you have any questions on this report or require further information. cc: AHFC c/o Gary Klimke, Polar Realty Sincerely, Ted Moore, P.E. · LOT 5, BLOCK 4 ~ LOT 4, BLOCK 4 L · -" \ WELL---~'~)''' , 0 SEPTIC SYSTEM LOT16 WELL ',, WELL 5% 3 BDRM HOUSE SO/o 1...' *'/L: ~EPTICI ........ ''L~ '-'TANK I NEW / SOIL ~ABS. TRENCH MONITOR TUBE LOT 15 BLOCK 3 LOT 20 ELL LOT 14 LOT 21 20 0 2O 40 60 80 100 FEET LOT 15, BLOCK 3, TALUS WEST S/D #1 WELL AND SEPTIC SYSTEM SITE PLAN FLA'I'rOP TECHNICAL SERVICES 14530 ECHO STREET ANCHORAGE, ALASKA 99516 I INCH = 50 FEET DRAWN BY TFM OCTOBER, 1993 NOTE: THIS IS NOT A SURVEYED PLAT. ALL LOCATIONS SHOWN ARE APPROXIMATE. ALASKA el iRonmenTAL CONTROL SeRO(CeS, InC. ~ngineerin9 ~- ~nuironmenlgl $1udies August 8, 1983 Department of Health & 825 L. Street Anchorage, Alaska 99501 Environmental Protection Attu: Stan Brust Dear Stan: As.requested by Stevie Delbecq, Heritage Homes and Investments, I have reviewed the plans for the Jet extended aeration package plant, J-153. This is in reference to Mr. Spencer's inoperating system on Lot 15 Block 3 Talus West. Our adequacy test showed the field to be adequate but the aerator is not working. Mr. Spencer told me that he can not recall it operating since he lived in the house. Also, he does not know of any time where maintenance was performed. The system, if installed per the drawings, is a 1200 gallon concrete tank with three compartments. The first compartment is for aerobic digestion followed by the second compartment which is anaerobic digestion chamber. The last compartment consists of tube settlers. The system would operate best if the aeration were used. However, this system is apparently operating as a septic tank. There is no way of knowing at this time the degree to which trench failure if may have been accelerated for this trench. Certainly at this time it appears to be doing an adequate job. How long the trench will operate in this manner is unknown. There appears to be a serious deficiency in the amount of maintenance the jet systems in Anchorage are receiving. If the level of maintenance can not be maintained at a reasonable cost then the system should be downgraded to septic tank status or replaced with septic tanks. Mr. Spencer has requested that since his system has not worked, he should be allowed to sell his house with the jet unit being classified as a septic tank system. The attached information should assist you in this decision. If you have any questions please let me know. Sincerely, 1200 W~sl 33rl] J~uenue, Suile B · J~nchorag¢, AloskQ 995~3 · (907) 2761361 PE Donald & ~largaraet Spencer SIM Box 1686 J Anchorage, AK 99507 June 16, Subject: Lot 15, Block 3, Talus ¥;est Subdivision Approval for the individual sewer and water facilities cannot be granted until the following items have been completed: The top of the well casing should be sealed so that it is water, tight. ~he analysis .report needs to be submitte~ to this ~ater ~'~-.k3 office from the Chem Lab, 5633 B street, for our review. ]~ The septic tank pumped with a receipt submitted to this \ department. An adequacy test needs to be performed on the existing ,~ leaching area. This test will .d. etermine if the system is adeauate a cordin to , at onal St ,, ardS. listi u ~/' \private firms performing the test is enclosed. This report ~eedS to be submitted to this office for our review. " A maintenance contract for the Jet unit serving the sewer system needs to be obtained from Consteel Company, ~ 376-5919, and a copy submitted to this office for our t_ revie~, and our files. Please notify this Department for a reinspection when the noted discrepancies have been corrected. If there are any further questi°ns' please call this °ffice at 264-4720' ~~.~ Sincerely, Enclosure C%,~ 3/el/E2 ALASKA I IROFImI IqTAL COFITROL s¢;r'ce$ InC DONALD SPENCER SRA BOX 1686 J ANCHORAGE AK 99507 JULY 6 1983 ~AUNICIPALiTy OF AN O£eT ,~. _ CHOR,~ ENVIRoNi~r HEALTH g ~'v'~NTAL PROTECtiON RECEIVED SELLER - DONALD SPENCER BUYER- SUBDIVISION-TALUS WEST BLOCK-3 LOT-15 ADEQUACY TEST FOR SEWER SYSTEM THE TYPE OF ABSORPTION SYSTEM IS A TRENCH WITH AN AREA OF 756 SQFT. THE SYSTEM IS CAPABLE OF ACCEPTING 450 GALLONS OF WATER PER DAY. THE SURGE CAPACITY OF THE SYSTEM IS 2000 GALLONS. BASED UPON THE TEST DATA THE SYSTEM IS ACCEPTABLE FOR A 3 BEDROOM HOME, SEPTIC TANK ADEQUACY THIS HOUSE HAS A PACKAGE PLANT IN LIEU OF A SEPTIC TANK. · ,,.~ OF ,4/.. -~ ....is'?, ~.' ¢ ,---%~...J~..' ~ 1200 LUgst 33rd benue, $ui1¢ I~ · Anchoro9¢, Alosb 99503 - (907) 276-1361 AL'ASKA eh'OIRonmenTAL CONTROL SeR UTCe$, Inc. ~nqJneerJn§ 8 (~nuirol~menlo[ Studies DONALD SPENCER SRA BOX 1686 J ANCHORAGE AK 99507 JULY 6 1983 MUNICIPALITY OF ANCHORAGE D~PT. OF HEALIH ~: ENVIRONM,~NTAL pROiECTION RECEIVED SELLER - DONALD SPENCER BUYER- SUBDIVISION-TALUS WEST BLOCK-3 LOT-15 ADEQUACY TEST FOR SEWER SYSTEM THE TYPE OF ABSORPTION SYSTEM IS A TRENCH WITH AN AREA OF 756 SQFT. THE SYSTEM IS CAPABLE OF ACCEPTING 450 GALLONS OF WATER PER DAY. THE SURGE CAPACITY OF THE SYSTEM IS 2000 GALLONS. BASED UPON THE TEST DATA THE SYSTEM IS ACCEPTABLE FOR A 3 BEDROOM HOME. SEPTIC TANK ADEQUACY THE EXISTING SEPTIC TANK VOLUME OF THIS 3 BEDROOM HOUSE. 1250 IS ADEQUATE FOR 1200 LUest 33rd A,enue, Suite J~ · Anchoru§e, Alaska 99503 "' (907) 276-1361 ¥ ~.~/ MUNICIPALITY OF ANCHORAG.~ '~ Department of Health and Environmental Pr~teCtio= ' ~\/ 825 L Street, Anchorage, Alaska 991501 .... ~quest for Approval of Individual Sewer and Water Facilities. Mailing Address:~~./f~.~~A Phone: -f~7~ Name of Buyer: Mailing Address: Phone: Lending Institution .'~~ '/~/~/~2~,4~ Mailing Address: /~/ /~/ ~'~/ Phone: 4 o Realtor/Agent: ~./~.~4~ Mailing Address: 6 o Single Family Residence: ~- Number of Bedrooms: Multiple Family Residence: .(. ) Number of Bedrooms: 7 o Water Supply: *Individual Well ~ Public/Community System ( ) If Individual Well, well depth If Con~nunity System, name of system Sewage Disposal System: *~n-site System If On-site System, date of installation: __ Public System *NOTE: A well log is required on ALL wells drilled since 6/75. ** If on-site sewer system is over two(2) years old, an adequacy test is required by this department. A fee of $25.00 must accompany each request before processing can be initiated. 3/77