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Home My WebLink AboutASPEN HIGHLANDS #1 BLK 1 LT 4 Aspen Highlands Block Lot 4 #017-013-28 13/ 2 2 -.D .0 5 -, 0 9 Fj 7- 3 4 13 - 2 !'4" �,LPPAE DRILLING PAGE MUNICIPALITY OF ANCHORAGE -7904 907�343 ,GE,VF-L0PWNT SERVICES DEPARTMENI'Fax., 343-79W .0, ion tie -site Water and Wastewater so WwW,mur%1.0ra/0"r:,he Well Decommissioning L01 I-egal Address: Block 1 LQt ,SubdivisiOD T K the miell d9cDmj,i:jsi:)nmg! r & ip4aste conlfied cOntrilf 0 C Company )thod Cfd=cAMC I 5.55-060L i b. .19 the folle"'xOng ltemts: LoWtion; USV t',14 tPUC12 L100W to PrcMde dravAng Of thovA o r4ogh mmu • L=t well tion of 61fierwatet'Neils on the pro;mtl )v oil tha 0 -=h well i;hc' er Toto separate Swim-Aie dis 110 '. mciai 4 -Ve'4 . I. i b , - - , NOW, 1',hujyqj1S Fixiyr Municipality of Anchorage Development Services Department Building Safety Division On-Site Water and Wastewater Program, 4700 S. Bmgaw St. P.O. Box 196650 Anchorage, AK 995196650 www.cLanchorage.ak, us (907) 343-7904 Permit Number: 5 UO 0~ O L.~ tPo.~ LEGAL DESCRIPTION Township: Ra~e: ' O ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT PI0 Numberi 0/'7-- O/'2 --o~ WastewaterSystem: [] New ~ Upgrade Well: [] New [] Upgrade Classification (Private ,% B~.C): ~, ~ Total Depth: C~sed to: SEPARATION DISTANCES TF re m"~ Septic Tank ABSORPTION FIELD Numb~l~es: { Dithan~ be~een lines: ~Septic [] Holding [] S.T.E.P. Absorption Lilt Holding Publ~dF'dvate Manufacturer Field Station Tank Sewer Une }OD' t16' .---- ~5'~ -3 i' '7D' q?' q' /\ LIFT STATION o~ [] Other: CapadtT: Num~.~f Compartments: Pu Make & Model Elec~c,31 Inspections Fedo~e~ b~ BENCH MARK near po, Insmect OhS performed by: 17034 IEIflle River Leo. ,o,d. ,o. 2~ 1~t I ( -- 5--0~ , ~.~,~..~. w~ ~t~s: 2~11- 6 -0~ Development Se~ices Depa~ment Approval (Rev. I%08) PERMIT NO. SW020442 PAGE 2 OF 3 bflunicip, c~(i~ oF Anchoro. ee DEPARTMENT OF HE.~THAND HUMAN SERVICES ENV[RONHENTAL SERVICES [:).El Box 196650 OAncho~'c~ge, ALc, skc~ cjc)51, c~-GGSOOTe~ephone'. 343-4744 ON-S~TE WASTEWATER D~SPOSAL SYSTEM AND/OR WELL ~NSPECT~ON REPORT LEGAL LOT 4, BLOCK 1, ASPEN HIGHLANDS #1 P.I.n, NO. 017-013-28 / LOT 3 FV1 -FV5 · TH#4 TH#h MT1 FAT ALBERT WITH LIFT STATION NEW 1500 GALLON SEPTIC TANK , 100' WELL RADIUS ABANDONED WELL~ ?~R~IT NO. 5W020442 PAGE 3 O? 3 N u nicip, g_Li~ y~o. ¢ AnchoPaQe DEPARTMENT OF ~b:AL. UM AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIViSiON p,F1, Box 196650 OAnchor'o, ge, ALaska 995t9-66500TeLeohone: 343-47.44 ON-S~TE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT LEGAL LOT 4, BLOCK 1, ASPEN HIGHLANDS #1 P.I.D. NO. 017--013--28 FINAL GRADE-~ sI~ ~ ST_~../97.1' NEW 1500 ~.. 92.8' 92.6' OALLON SEPTIC TANK ELECTRICAL ~=~ CONDUIT x~l~' DISCHARGE PIPE 550 GALLON FAT ALBERT WITH PUMP ASSEMBLY MT1 =98.6' _~MT1 /--FINAL GRADE INSULATION ORIGINAL GRADE / MT1 =96.~'~ OF SAND=94.4' DIST. LINE=96.7' A B FCO 41.5' 5.0' ST1 32.5' 19.5' ST2 2,5.0' 28.5' MH 18.5' 33.0' FVl 58,5' 90.5' FV5 49.5' 83.5' MT1 64.0' 81.0' · GROUNDWATER AT 84.8' 83.9' B.0.H, Mov 21 02 12:49a Rllied Rlaska Electric (90?) 3?3-3894 ~~11~ EL ECTRI CA L ~f ~ ~-- ~ CON TRA C T!N G November 20, 2002 Fax# 907-694-1211 Electrical work performed ~ request of: S & S Engineering To whom it may concern: The electrical installation of the lift station at: Lot 4, Block 1 Aspen Highlands #1 Address: 12930 Traey Way was performed by a licensed electrician, in accordance with the current national electric code. Under penalty of perjury, I certify the above information to be tree and correct. Sincerely, ALLIED ALASKA ELECTRIC, LLC ce: S & S Engineering File P.O. Box 876310, Wasilla, Alaska 99687 Office (907) 373-3893 / Cell 232-8687 / Fax 373-3894 MUNICIPALITY OF ANCHORAGE Development Services Department On-Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Upgrade I Date Issued: Oct 30. 2002 Expiration Date: Oct 30, 2003 Permit Number: SW020442 Legal Description: ASPEN HIGHLANDS #1 BLK 1 LT 4 Design Engineer: 0003 S & S Engineering Owner Name: Richard Ligenza Owner Address: PO Box 1361 Anchor Point, AK 99556-0000 Parcel ID: 017-013-28 Site Address: 012930 TRACY WAY Lot Size: 39976 SQ. FT. Total Bedrooms: 4 Permit Bedrooms: 4 This permit is for the construction of: ~, Disposal Field [~ Septic Tank ~ Holding Tank ~ Privy Private Well ~] Water Storage All construction must be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal Code Chapters 15,55 and 15.65 and the State of Alaska Wastewater Disposal Regulations ( 18AAC72 ) and Drinking Water Regulations ( 18AAC80 ). 3. The engineer must notify DSD at least 2 hours prior to each inspection. Provide notification by calling (907) 343~7904 ( 24 hours ). ( Not required for a Water Supply Permit only ). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. Received By: ~--~~ ~'~ Date: Date: /0/-,'20~ ~:~ Municipality of Anchorage Development Services Department Building Safety Division On-Site Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 ON-SITE SEWE~ELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING O Parcel I.D. Permit Number SW¢¢¢ ~2 Propertyowner(s) ~tcl4/t£0 L i ¢~,vT..A Dayphone Mailing address (1) P_O. I~o)~ Mailing address (2) ~,.,z O~eR. /~ D ¢ ,~"F / ,~ Zip Code Legaldescription<Lot, Blook&Sub'd.) Lo~'/'/'y ~lO~5/ff I, /.SpCrl t4i l,l, ,,,d5 Legal description (Section, Township & Range) LotSize .~f~-'76' Acre~ Number of Bedrooms ~ THiS APPLICATION IS FOR: Sewer Only [] Well Only Sewer and Well [] Water Storage Sewer Upgrade [~ THIS PROPERTY CONTAINS: Hot Tub [] Jacuzzi Swimming Pool [] Water Softening Unit Therapy Pool [] I certify that the above information is correct. I further certify that this application is being made for a Single Family Dwelling and is in accordance with applicable Municipal Codes. ~2 ~ S & S ENGII~EERING , 17034 Eagle River l.eop Read No. 204 Eagle River, Alezka 99577 (Signature of property owner or authorized agent) Permit Fees: Date of Payment: Receipt Number: (Rev. 12_/00) Waiver Fees: Date of Payment: Receipt Number: qmeer, tnq October 23, 2002 ROBERTC. COWAN RE. ROBERT A. SHAFER, RE. CIVIL ENGINEERS (907) 694-2979 FAX (907) 694-t211 SEWER&WATER MAIN ID(TENSIONS SEWER & WATER INSPECTION ENGINEERING STUDIES AND REPORTS WELL INSPECTION & FLOWTEST SITE pLANS ROAD DESIGN SOIL TEST PERCOLATION TEST MUNICIPALITY OF ANCHORAGE Development Services Department P.O. Box 196650 Anchorage, AK 99519 REFERENCE: Lot 4, Block 1, Aspen Highlands Subdivision It is requested that you issue a permit to verify the septic tank, replace with a 1500 gallon S.T.E.P. tank if necessary, and install a new LD.S.F. to serving the existing four bedroom dwelling on the referenced property. T ~ I. ~. s, ~,. ~ s P,'~ ~ Test holes were excavated ~d percolation tests peffo~ed. ~e approximme locations of · e test holes ~e located on ~e a~ched site pl~. At ~e time of excavmion (5/8/88); water was fo~d at 2.7 feet· A~er ms,toting, ~o~d water w~ fo~d at 9.1 feet, We do not anticipate any adverse effects on neighboring wells, septic systems, reserve areas or drainage patterns by the installation of the proposed septic tank. The installation of this septic tank will not prevent any future development on any of the adjacent properties. If you require additional information, please contact us. Sincerely, · Cowan, P.E. RCC/bjj Enclosure STRUCTURAL & MECHANICAL INSPECTIONS oN SITE WASTEWATER D~SPOSAL SYSTEM DESIGN 17034 NORTH EAGLE RivER LOOi~ -' SUITE 204 ' EAGLE RIVER, ALASKA 99577 ~cAL: LOT 4, BLOCK 1, ASPEN HIGHLANDS ~ringDE,SI,GN CRITERIA: 4 BbRM =' 600 GPD so._~ =' 2.b o~D/so.~T. LOT 600/2.0 = 300 SO.FT. REQ'D.~ I ~7054 EAGLE RIVER LOOP ROAO --360 SO.FT. I.,D.S.F. \ PHONEJ~ (907)694-2979 FAX# (907)694-1211 DRAINFIELD CRITERIA: Z z 3.0' - 4.0' DEEP (REMOVE BIOMATTED SAND) 3" EFFECTIVE 12' WIDE 30' LONG LOT LOT ALL PORTIONS OF SYSTEM WITH LESS THAN 3,5' OF COVER REQUIRE INSULATION. FLUSHING ~..~ ] ] BED , ~,TH#4 I I ,c9 co',D ~ PROPOSED t.D.S.F. 3~ ~ (EXCAVATE TNRU- ~ ~ ~BIOMATT£D SAND) ! % E~XISTING 1500 GALLON ! J ~ S.T.E.P. TANK (VERIFY AND I I ~REPLACE IF NECESSARY) 1 100' WELL RADIUS L.._ $/D 1 OF 1 '"' ' '' ","4-_% -~,%~ a ~.'t L,; b~'~' :~..~'~ CON~RAClG IS RE~UIRE~ ,0~ OBTA ~. Om LITY PRIOR ANY WOF ABANDONED WELL~ N LOT 5 t~'ii~i.':op Technical Services 14530 Echo Street Anchorage. Alaska 99518 Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST PERFORMED FOR: ~'tC;~-,('e{~ ~e.r[,~t~1'~ // ~ ~ LEGAL DESCRIPTION: ~ ~f~C~ ~ H~JTownship, Range, Section: 3- SITE PLAN 10 11- 12- ~13- WAS GR(~UND WATER ENCOUNTERED? IF YES. AT WHAT DEPTH? S L- O P E Depth to Water Alter Monitoring? t¢'~ "=, Date: 14- a '..~>_~, 17- -,:~'.% CE. 3589 ,.'~-- ~9 - ~k'~2 '..~.,.,,,," '~b~~ 20 - Reading Da{~ Gross Net Depth to Net Time Time Water Drop PERCOLATION RATE ~ 7 ; '~. ~. 4i TEST RUN BETWE~q COMMENTS ~'~On r/~r ~ b~ ~n~ If~ PERFORMED BY: mt~ ~ CV¢C I ~~ ~ ~CERTiFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: (minutes/inch) PERC HOLE DIAMETER __ FT AND E",,,g*' ~:T · :::::~ :'lattop Technical Se~vlces 14530 Echo Street Anchoraae, Al~ka 99518 Munlclpality'of Ancnorage DEPARTMENT OF HEALTN & NUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 soILS LOG -- PERCOLATION TEST PER,ORMED PO.: M ~'/ C: Wa .¢'~d. Ce/ Be,'~.c:a% Re LEGAL DESCRIPTION: /..q/ S // ,,'~e~ ~'/~/~ta'$~" ToWnship, Range, Section: DEPTH ~- SLOPE SITE PLAN 9- 10- 11- 12- 13- 14- 15-- 16- i7- 18- 20- WAS GROUND WATER ENCOUNTERED? S L IF YES, AT WHAT O DEPTH? p E Oepth to Water Alter Monitoring? Dat~ ~ ~3{, '~--f'~' TEST RUN BETWEEN '~. ~ FT AND '~' 7,~' FT PERFORMED By: ~(~ ~~[ ~ I ~ ~00~ CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFF~cT oN THIs DATE. DATE ~ ~ ~ 72-~ (Rev. ~/~) Gross Net Depth to Net Reading Date Time Time Water Drop ~" $.'~1F:~ ¢_3~a' PERCOLATION RATE ~ (minUtes/inch) PERC HOLE DIAMETER HEALTH AUTHORITY APPROVALS SEWER& WATER MAIN EXTENSIONS SEWER&WATER INSPECTION ENGINEERING STUDIES AND REPORTS WELL INSPECTION & FLOW TEST SITE PLANS ROAD DESIGN PERCOLATION TEST ROBERT C. COWAN, RE. ROBERTA. SHAFER, RE. CIVIL ENGINEERS (907) 694-2979 FAX (907) 694-1211 INTERMITTANT DOSING SAND FILTER SPECIFICATIONS Lot 4, Block I, Aspen Highlands Subdivision # ! October 23, 2002 GENERAL STATEMENT OF WORK The work and plans covered by these specifications consist of furnishing all labor, materials, tools, transportation, and equipment necessary to complete an Intermittent Dosing Sand Filter system as described her~in and on the attached drawings. All work under this project shall comply with current Municipality of Anchorage (MOA) Regulations. 4 Bedroom House 600 GPD Bottomless Sand Filter and absorption area (360 S.F. required) Sand filter to be constructed on accepting soil with all organics removed. (bdttomless only.) SITE INVESTIGATION The Contracto~ must carefully examine the project documents, have full knowledge thereof, have investigated the site, and be satisfied with the conditions affecting the work. Conditions include, but are not limited to those bearing upon transportation, disposal, handling and storage of materials, availability of labor, water, electric power, roads, and uncertainties of weather, physical conditions at the site including all underground utilities, the conformation and condition of the ground, the character of equipment and facilities needed preliminary to and during prosecution of the work. The Contractor must be satisfied with the character, quality and quantity of surface and subsurface materials or obstacles to be encountered. Any failure by the Contractor to become acquainted with the available information will not relieve him/her from responsibility of performing the work as stated in these specifications and drawings. Location of utilities will be the contractor's responsibility. STRUCTURAL & ~ECH~qlc~ INSPECTIONS ONSIIE WA~TEWATER DISPCX~AL SYSTEM DESIGN 17034 NORTH EAGLE RIVER LOOP ~ sUITE 204 · EAGLE RIVER, ALASKA 99577 Page 2 Lot 4, Block 1, Aspen Highlands S/D ~ ! October 23, 2002 SEPTIC TANK / LIFT STATION / AIR COMPRESSOR General The work under this section consists of the performance of all operations pertaining to furnishing and installing the septic tank/lift station, air compressor and piping to the sand filter. Materials 1. Tank a. Septic tank shall be a two compartment tank of at least the minimum size indicated on the drawings and MOA approved. b. First compartment shall have a separate 4" pump-out riser. The second compartment shall have a separate 4" pump-out riser. 2. Manhole Riser or Lift Station Tank a. An additional second compartment manhole riser shall be capable of being equipped with the following: 1. A junction (Nema 4x) box or equal, bonded or attached to the pump basin. 2. UL listed electrical cord grips, installed in the J-box. -OR- b. An additional tank (M.O.A. approved) may be provided for the effluent pumping assembly and the items in (a.) above. Effluent Pumping Assembly, Controls, Alarm & Piping a. Effluent pumping assembly shall be of approved materials, including the following: 1. A 110 volt or equal U.L. Listed effluent pump. 2. High-density PVC cylinder housing the pump, with level controls and screen, serving as a baffle to prevent the screen from clogging. Page 3 Lot 4, Block 1, Aspen Highlands SID ~' I October 23, 2002 3. All piping shall be PVC or other non-corroding material. Pump controls and alarm system shall be an approved system with the following options consist'mg of: 1. Event counter 2. Elapsed time meter 3. Program timer 4. 10 watt heater Remote alarm panel option with a m'mimum of 80 DB sound pressure at 24", operating temperature 30AC to 65AC, confmuous sound to be located in the home. 6. Oil-tight visual alarm with push-to-silence feature. Automatic audio-alarm reset. 15 amp motor rated toggle switch, double pole, double throw with three positions; manual (man), automatic (auto) and center (off) (H.O.A.). 8. Nema 4x-rated, fiberglass, or equal, enclosure with hinged cover. 9. All controls to be installed as per manufacturer's recommendations. 10. Control panel to be installed on outside wall of home within sight of septic tank/lift station. Piping from the septic tank to the sand filter is to be 1 1/4" PVC schedule 40 solvent weld piping properly bedded as described in Materials Specifications and sloped to drain back to the lift station. Insulation board 2" thick and 2' wide centered over pipe is to be placed where soil cover is less than 4~ depth over pipe. The air line from the house to the filter is to be HDPE arctic insulated pipe 3/4"-2" SDR- 11. The compressor will have a gauge (0-10 psi) and be installed in a heated area, crawl space, or garage. Page 4 Lot 4, Block 1, Aspen Highlands S/D # ! October 23, 2002 Air Compressor a. Air compressor shall be a THOMAS LINE^R SERII~S model number $060-A or $070V-A or M.O.A. approved equal. CONSTRUCTION SEQUENCE In order to insure proper installation, the system is recommended to be installed in the following order: I. Sewer line from house to tank II. Septic tank/lift station III. Sand filter IV. Leachfield bed (if required) V. Final grading CONSTRUCTION 1. Construction Instruments Contractor shall provide instruments such as transits, or levels, for establishing proper elevations and levelness of pipe or materials. 2. Pipe Laying All pipe shall be laid with material free of large or sharp rocks and orgaulc matter. Each section of pipe shall be handled carefully and placed accurately. The spigot end shall be fully inserted pointing in the direction of flow and glued in place to make a water tight seal. Each section of pipe shall be properly supported to insure tree alignment and an invert which is smooth and free from roughness or irregularity. At all times, when work is not in progress, open ends of pipe and fittings shall be closed so that no undesirable substance will enter the end of the pipe or fittings. Page $ Lot 4, Block 1, Aspen Highlands SID ~JL ) October 23, 2002 Bedding of Pipe for Sewer Lines The pipe should be bedded with materials free of large or sharp rocks and organic matter, compacted. Native materials may be used as back fill material above the pipe, provided it is free of large rocks and organic matter. All lift stations shall be installed in accordance with the manufacturer's recommendations and standards. Electrical installation is to be in accordance with the National Electric Code (latest adopted edition) by a licensed electrical contractor, with M.O.A. inspection where required. If MOA inspection is not required, a licensed electrician is to provide a letter to the Engineer stating that the system meets or exceeds all applicable codes. 4. Excavation Excavate to proper depth to allow gravity flow, install tank level, tolerance 0.05 foot, on undisturbed or compacted classified sand fill material. Create a level sand surface over the tank and add 2" burial foam +35 PSI directly over tank. Mound unclassified soil over tank with a minimum of 2 feet of cover and anti-flotation weights that may be required in areas of shallow ground water. 5. Connections All connections to be as per MOA requirements, PVC 3034 piping with Caulder or equivalent coupl'mgs for inlet riser pipes. All tank connections are to be completely water tight. SAND FILTER The work under this section consists of the performance of all operations pertaining to furnishing and installing the sand filter. A. Materials 1. Sand Filter a. Liner (if required - not required for bottomless sand filter) - OSI Model LI or equivalent. 30 mil PVC cut and fabricated to provide water tight enclosure of filter sand volume. Seams to be permanent as per Manufacturer's recommendations. All connections, such as boot flanges, through sand filter to be permanently bonded to the liner. Page 6 Lot 4, Block l, Aspen Highlands SID ff i October 23, 2002 b. The Contractor shall provide a washed sand to meet ASTM C-33 Concrete Sand Specifications with the additional requirement that all but 1% of the materials passing the #100 sieve be removed. All aand shall be approved for use by the Municipality of Anchorage (M.O.A.). If the sample does not meet specifications, all sand will be removed and replaced. c. The Contractor shall be responsible for providing pea gravel that shall be a washed material conta'ming no fines (0% passing the #100 sieve) and a maximum size of 1/4" diameter. d. The Contractor shall provide the manifold assembly. The manifold assembly shall be of approved materials with orifice shields and flushing assembly. All drilled holes to be cleaned of burrs and pipes flushed, prior to assembly. Flushing valve to include riser to finish grade. Lateral distribution piping is to be laid level (@ + 0.053. e. Side walls and top of the filter box to be insulated with 2" direct burial polystyrene insulation. f. The Contractor shall be responsible for providing filter fabric. g. Air coil in sand filter to be geoflow WF16-4-24 150 LF placed 6" above bottom of sand. Construction of Sand Filter The sand filter construction is to follow procedures as outlined below, as applicable to this design. Pea gravel and filter sand are to be hand leveled to proper depth (tolerance within 0.05 feet) in filter, taking care not to allow mud or fine soil material into the filter or gravel layer. This would include any soil material picked up by excavation machinery buckets while loading specified material. The Contractor should estimate filter material volumes such that allowance is made for wastage of material in contact with the ground at site. The area over the sand filter to be finish graded with a min'unum of 2 feet of cover and to prevent ponding of surface water mn off. Side slopes shall not exceed 3:1. The Engineer will reject any sand or pea gravel that does not meet specifications or is contaminated in transit or while handling. If such material is placed in the filter, all soil material may be required to be removed and replaced with new material. CONTRACTOR / INSTALLER I ~ MUNICIPALITY OF ANCHORAGE DE .RTMENT OF HEALTH AND HUMAN SER.. JES MUNiCIpALITY OF ANCHORAGE Environmental Health Division ENVIRONMENTAL SERVICES DIVISION 825 "L" Street, Anchorage, Alaska 99502, Telephone 264-4720 ,~ll 1 1988 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Nam8 Address ~ T~ SEPTIC AKS~TTO~ [ ~ ~ T~ ~FROM ~ TANK FIELD WELL ~ .~scm.~,o~ LOT LINE ~ ~ ~- ~ Lot J ~lock Subdivision ~, I I ~,n ~/~ ~1 FOUNDATION ~ ~ ~, Township, Range, Section ~C ~ TI ~ ~/ ~ ~v ~./~. AS-BUILT DIAGRAM ~Showmocanono we .se¢csyaem. propeny,nes, loundat,on driveway, water bod~es, etc.] M~nufactu'e¢ ~ ' ~ I Capac'ty ,n gallons ~ ~'~ed ~ - - TYPE OF SYSTEM ~TRENCH ~ BED ~ W. DRAIN ~OTHER /~ OH~lnal grade ~ ~,~ ET ~ ~/,~ ET / , ~,~ FT ~'~ FT ~/ G r a~e~l~ h Gr~ width Total adsorption area ~ SQ FT DJsiance~l between Imn~ ~l~ ~, (~ ~J ~ ~ [ ~ ~ ,~1 ~ WELLS ~t~FIN~ A~c hoa~ ~ '~c ~ PRIVATE ~ OTHER fldentifv)~ ~= ~4 ~m on ~ ' t ~' ~z~ ~ ~ a~ t~ -' : ' I_'-~~ ~ /'~ ceflilythatlhisJnspeclionwas,efl0rmedaccordingloaJl ~~ ~ Mummpal and Stale guidelines in effect 0n this date. ~///~ ~ % rHaO~OkE F ~O0~E ~ ~ -- /~ ~.~% CE-3589 ..' Health Oepadment Approval: Date: ;~.~ * ~ 72 013 {3/85) M LJ N Z C I F' A L ~ T Y O F' ~ I',1 C H I:l R A G E Department c:)F Health ~, Human .],:.,. L. Ftr, eet~ Anc:hopage~ Alaska 995c)J ..... 4..,,, 0 Iq - S I 'T' E!: S E ~ E IR F' E R M I T Dat.!e Issued.. " ~ .... 6/=: 1/88 OwneP Adch~ e~:~s: Upg P ade Engineer DesiL]rled F'arcel Id." 017'01:3..,.~L.'8 L..ot L. egal: Subdivision: ASPEN HIGF.tLAND,~3 .~1 Lot: Section: 25 Township: 12N Range: 3W Lot Size 0.75 A (sq. F'L. op acpes) Max Bedrooms: This Pepmi{~ 4 Total Capacity: 4 4 Block: I SEPTIC ]'ANK~ Minimum total septic tank capacit, y: tank must have a'L .[[ ...... t.. 2~ c:ompar, tments, .L,,,,:..~¢. ga], Ions. leach septic Depth to top of septic t. ank(s) < /4,,0 INS'I"AL..I... F:'ER .,NLINEERM DESIGN~ MOUNDED BED 27' X .37', SOILS RAI"E ,:~Q,,I:=F. /BEDROOM ~ASED ON ACCEF ilNb RA]'E - NOTIFY DHHS I RII..H~ TO 1ST' & 2ND INSPEC"FIONS. THIS PERMIT EXPIRES 12 / ':~ ! ./88. ! CERT ]:l::'Y THAT: I am famitiar with t. he PE, quipE~me[]'[% ~'of c)n-'site seweP~ ar'id w~)l],s as s6)t forth by the Municipality oF Anchor,age (MOA) and Cf'u~ State of Alaska. I will install the system in accondance with a~l MOA codes and r'egulatic~ns, and iii compliarlc:e with 'Lhe:, d~sJ, grl C:Pit. er'ia o[' this per'mit,, ' I Wi].i adhel-6) to a].]. MOA and Stat. e oF Alaska requir'ements For' the set back dist. anc:es [rom any existing w~,].l~ wastewater disposal system of public I underst, and that this per'mit, is VE/].J.d {'OP a fl)a~.(iFFILtRl O~' 4. bedrooms, also undePst, and that the cap~ciCy o¢t. het. ota]. system is 4 bed~'o~ms and any e!]lar, gemenC will pequir'e an acldit, ional per'm:[t., MGIC / 'TED MOl]RE, P.E. ~F/_attopTechnicaI ~ervices 14530 Echo Street Anchorage, Alaska 99518 Lot 4, Block 1, Aspen Highlands S/D #1 12930 Tracy Way Soil Absorption Bed Specifications All construct/on materials and practices shall conform with M.O.A. requirements. The existing septic tank shall be properly abandoned and replaced with a new 1500 gallon, two compartment septic tank, located approximately as shown on the site plan. This shall be connected to the wastewater line shortly after it exits the building foundation, before it passes under the screened porch, if possible. The septic tank shall be equipped with a 24" d~a insulated' manhole riser extending one foot above ground level, and an 0renco lift station package (as supplied.by Anchorge Tank) or equal. The alarm shall be installed inside the garage at a location designated by the owner. The float settings shall be as specified by the ' supplier, and the electrical wiring and inspections shall conform with M.O.A. requirements. The elevated soil absorption bed shall be constructed at the location shown on the site plan, with particular care being taken to maintain the 47 foot separation between the fence on the west side of the property'and the edge of the topsoil stripping. The irregular shape of the bed is designed to eliminate the need to cut two large spruce near its northeast corner. 0nly the topsoil layer (approximately 6" thick) should be stripped from the 27' by 37' bed site. Sand should then be placed as necessary on top of the underlying reddish loam material to bring it up to a level surface, prior to placement of the screened sewer rock. The stripping limits shown on the plans allow an extra two feet of width on the low sides for placement of this sand leveling course. A minimum of 750 square feet of sewer rock shall be placed with dimensions as shown on the plans. 8" of sewer rock should be laid' prior to placement of the distribution piping, with the remaining 4" covering the piping. 4" diameter monitor tubes with perforated pipe extending to the bottom of the gravel should be installed at the locations shown. Pressurized distribution of the effluent shall be utilized. The first five feet of line leaving the septic tank shall be 2" dia galvanized pipe, followed by 2" dia sched 40 PVC. The distribution man/fold shall be 2" sched 40 PVC, with 1 1/4" PVC laterals extending across the bed teed into the man/fold at the locations shown. 1/4" '" :'/"::' diameter holes shall be drilled every five feet in the bottom of every lateral, with the hole spacing staggered in adjacent laterals. The top of the gravel shall be covered with 2" of burial type rigid insulation, prior to placement of a minimum of 2 feet of soil cover over the bed. Side slopes shall be no steeper than 3:1. The mounded surface should be graded to drain. Some topsoil for use on the cover may be borrowed from the adjoining old bed site. Three inspections shall be required after the preliminary stakeout: the first after initial stripping; the second after placement of the sand leveling course, and the third after placement of the gravel and distribution piping, but prior to backfill. #'3 ~o~ . .. ~top Techmcal 14530 Echo Street ~nchorage, ~laska 99518 LOT ~[~ 8LOCh'I -~ tT~ P~,~H )~u~ aP: P/cd~op TecSnical Services ' ]4530 Echo. Sfreet Anchorage, Alaska 9~ ~laltop Technical Services 14530 Echo Street Anchorage, Alaska 995~¢ F~'~op Technica! Services .=. 14530 Echo'Street .Anchorage, Alaska 99516 Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L' Street. Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST PERFORMED FOR: LEGAL DESCRIPTION: 2. 3- 4 5 7 8 9- ~.~. 11 12 13 ~4. 15- 16- 17 18 19 20- COMMENTS . DATE PERFORMED: ./J~'./~¢~ ~,,~ JTownship, Range. Section: ,THEODORE F. MOORE.? CE - 3589 . SLOPE WAS GR(SUND WATER ENCOUNTERED? IF YES, AT WHAT DEPTH? Depth to Waler Alter ' Meni er ng? I~ Reading Date SITE PLAN Cee Dale: Time · .C: zf: oo Time to Depth to Water Net Drop PERCOLATION RATE ~/ (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEE]q ~ FT AND. ~,0r' FT PERFORMED By: . ~t~ ~ C~r I ~~ ~CERTIFYTHATTHISTESTWASPERFORMEDIN ACCORDANCE WiTH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: ~/~/ ~ ~ ,ttop Techn~ca! Servlc~.. T 14530 Echo Street Anchorage, Alaska 99518 Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST LEGAL DESCRIPTION: 1 2 3 4- 5 6 7 8 9 10- 11 13 14 15 16 17. 18- 19- 20- '7FH. COMMENTS DATE PERFORMED: ~v~¢~/4,~ownship, Range, Section: SLOPE SITE PLAN WAS GROUND WATER ENCOUNTERED? s IF YES, AT WHAT L DEPTH? A O E Depth to Water After ;I Monitoring? Reading Date Gross Net Depth to Net Time Time Water Drop CE-3589 ..' PERCOLATION RATE __ (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN __ FT AND FT PERFORMED BY: ~'~/~'~',~ 7~C,~ ~'~'C.~ I ~ /~0~'~ CERTIPY THAT THIS TEST WAS PERFORMEO IN ACCORDANCE WITH ALL STATE AND MUNiCiPAL GUiDELiNES iN EFFECT ON THiS DATE. DATE: 72-008 (Rev. 4/85) ' 14,530 Echo Street Anch°/'a~e, A/asPect 99518 Mun]c~pamy ol A~c~lo~age DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST PERFORMED FOR;, 4- ' 5 6 7 8 9, 12 ]3 ]4 ~6- 17 20- COMMENTS Township, Range, Section: SLOPE WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT DEPTH? Deplh lo Waler Aller Monitoring? ~',~ q Dale: J~'/t~ Reading Date SITE PLAN Gross Time Net Time Depth to Water Net Drop PERCOLATION RATE TEST RUN BE'rWEEN · (minutes/inchJ PERC HOLE DIAMETER -- FT AND . FT ~& a,~ ~'~ ~'z,'c.j- I 7~,~' /~0'~"~' CERTIFY THAT THIS TEST WAS PERFORMED IN PERFORMED BY: ACCORDANCE WITH ALL STATE AND MUNiCiPAL GUiDELiNES iN EFFECT ON THiS DATE. DATE: 72-008 (Rev. 4/85} 1 2, $~"3 - ~ 4 5 6 7 8 9- 10- 11 12 13 14 15- 16- 17 18 19 20. COMMENTS i4530 Echo Street Anchoraae, Alaska 99516 Munlcipality'of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST St/ BH ~-./~, · .... .' :,~_~ DATE PERFORMED: ~ ~ ~ Township, Range, Section: WAS GROUND WATER ENCOUNTERED? YES, AT WHAT DEPTH7 SLOPE SITE PLAN Depth to W~ter ADer Monitoring? Dale: Reading 'f' b~O +1-3 Date PERCOLATION RATE .P/e7 Gross Time Net Depth to Time Water eo *r ~1~ (minutes/inch) PERC HOLE DIAMETER , Net Drop TEST RUN BETWEEN '~. ~,3" FT AND '~' 7~'z~ FT PERFORMED BY: ~[~ ~'~e'~[ ,~'c.,¢ I. '-'/'--~ ¢"~OO~ CERTIFY THAT THIS TEST WAS PERFORMED iN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: . 72-008 (Rev. 4/85} Tom Fink, Mayor Municipality of AnchOrage Department of Health and Human Servfces 825 "L" Street P.O. Box 196650 Anchorage, Alaska 99519-6650 June 16, 1988 Ted Moore, P.E. 14530 Echo St. Anchorage, Alaska 99516 Subject: Aspen Highlands #1 Lot 4 Blk.1 Dear Ted, After reviewing our records and your findings on the subject lot I find that this department has no choice but to deny the application for sewer upgrade. The presence of water at the sand / silt interface along with the fact that we have no perc data on the underlying silt suggests that the design submitted will not meet the required separation requirements. As you know a 6' separation is required between the base of an absorption area and any impermeable strata. Before a permit could be issued, in view of the lots past history, a percolation test would be required on the silt strata. Water levels must also be monitored thru seasonal high water. If it was determined that a system could be installed the design would necessarily be based on the underling silt. Please contact this office at your earliest convenience to discuss the matter further. Sincerely~ Daniel N. Belles On-site Services cc: Lee Browning, PE, Manager Environmental Services Flattop Technfcal Services 14530 Echo Street Anchorage, Alas]ca 99518 Lot 4, Block I, Aspen Highlands S/D #! 12930 Tracy Way Soil Absorption Mound Specifications Addendum #1, June 20, 1988 Per the request of Dan Bolles at the Municipal Health Department, an additional two feet of medium sand is to be placed on top of the sand leveling course, prior to placement of the sewer rock and distribution piping. The top configuration of this sand shall be as shown on the plans, with side slopes as steep as is practical. The two feet of cover material over the mound shall be imported from off site, and the side slopes shall not exceed 3:1. (~UNICIPALITY OI~ ANO-IORAGE DEPT. OF HEALTH & ENVIRONMENTAL PROTECTION, ,JUN 2 0 988 RECEIVED ~ ~ MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ENVIRONMENTAL ENGINEERING DIVISION 825 L Street - Anchorage, Alaska 99501 Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELl_ INSPECTION REPORT NAME PHONE- I []NEW ~AI LING ADDR ESS LEGAL DESCRIPTION LOCATION / NO. OF BEDROOMS ~ ~ ~ Manufacturer ~ ~ Mate iai ~o. of compartm~ts T Liq. capacity in all¢ons ~-~ ~ ~ADE: Inside length Width Liquid depth ~ ~ DISTANCE TO: Well Dwelling PERMIT NO. O ~ ~ Manufacturer · -- ~ Material Liquid capacity in gallons ~ Well / Foundation Nearest for line PERMIT NO. ~ % DISTANCE TO: ~ Z No. of lines Len~//~th of e cb line Total lenflth of lines Trencb ~idth Distance between~ {ines Top of tde to finish ~rade / t Material b0neath tile Total effectlvo a sorDdon are8 ~ Length Width Depth PERMI% NO. ~ ~ Type of crib Crib diameter Crib depth Total effective absorption area m DISTANCE TO: Well Building foundation Nearest lot line m~ 31~¢~¢ ~ Depth~ ,~ ~ ~ Driller /~.~ ~ Distance t ¢~lot line PERMIT__NO. ~ DISTANCE TO: Building foundation Sewer line Septic tank Absorption area(s) OTHER SOl L TEST RATING ~.. REMARKS APPROVED DAlE .............. '" L'" :STF:EE:T., F'¥:'F'L. Z C:F!N T L !j"'~¥r:, HCE:ONNELL L. OC:RT ~ ON TF?R "~:'-..' L. EGRL LOT ,::l. E~LK Z F!gF'EN H~GHLRND ~SUB LOT :~:ZZE ~:?.~g~OE~ S{~:~URRE FEET 7'FIE REQU:[F:ED 5:;~ZE OF THE :50~L. THE LENErTH DIi',iENS~N !:5 'THE L. ENGTH ,::IN FEE'[') OF THE T'F%NCH OR ,r..':,F:FIiNF'IELD. THE DEPTH OF' B ]"F'.ENCFI OF~ PIT ~25 THE: DIS;TRNCE BETHEEN THE SUFJFFK]:E OF' THE THE: GRR',,,'EL DE?TH .~; THE HSNZHUH DEF'~r'H OF GRRVEL E:E"i'HEEN ~E: OLITFRL~F'~F'E"~ RND THE E:O-f"TOH Cfi: 'T'HE EF::CR',,,'FI'!"~ON r:~N FEET::,. I:'EF:t"II T F.,'F'F% :,': CF!i'-.IT HF!S THE F:E:SF'0NS;;[ Er i L Z T? 'TO :!: !'.,IF OF.':H TH I ?5 D, EF'RRTHEi'.,IT [:,LIR Z NG THE TF.I': ' : ....... o......... J fl:I_ F'F~:OF'EF:Th" F:IN[:, "tHE ....... . 1 ~i-'t .... r, [FtE;E:'E:-'T~-i'.I'.:. OF' ¢.~'~'¢ HE'll':, ~':tE:'..ZfF!E:[~hIT TO ....... NUHE',EF: OF: F-:.:~i:5]ZC, E?.,ICE5 THFFT THE .[,rlE:L.L !,.l'~Z._._ E:FaE:,'EF' :[ L.L _,'Z. F,!G OF FtN'¢ ':' ':::' '":'~,' ~u,::..:,,.: .......... , I I. I _ _:, ....... ~1~_.,I I,.IZTHELT F'ZNRL ~,~,._,1: r-'Lq J._N RN[::, F!F'F'F:O',,,'RL E:'9 ~- 'r- E, ~ F:.:~,~:'I"i',1EEi'.iT !4 ~ L!... BE ': .. E ZE: :Z:T 'TO F'F:OSECLFF :.r. 'j N. i"iII"~Tt"!(.;I','I C, IL::,'TRNCE DE'i"HEEN .,el .[,!ELL RNE:, RNY ON-..'::;]:TE ~.,EHRGE DI:SPOSRL SYSTEr,'I JSF:; ZEi9 F'EET FOF: R F'RZVfflTE HELL OR ir58 TO 2E!¢ FEET F'ROH R F'UBLZC H~ELJ... DEF'ENDZNG UF'ON THE 'TYF'E OF PLiBLZC HELL. I"IZNZHUH I)ZSTt::!NCE F~:Oh'l R F'FrZVRTE HELL TO R PR~',,,'R"f'E 5;EHER t_.ZNE ~:5 25 FEE']" RND TO R E:Oi"~!'lLih~:[T'9 SEHER LINE Z:5 75 F'EET. OTHER RE;QUIREHENTS !','!R'?' RPPL'¢. SPEE:IFICRTZON:~5 RND CON:STF4tUCI"IOH DZF~GRRh'I5 RRE FF,,'F!ZL.F!DLE TO ;I;N~;LIRE PF'.OF'E:F: INff;TRLLRT]:ON. ~ F~:2F:-f'ZF'9 THFIT !: :~ Fh~'l F'RI',I]' ~[RF.: 14ZTFI THE: RE6¢.JZF~EHENT% FOF: r'N-.q~TE :~;EHEF::E; FIN[::, HELLS RE; _,El F~"'F"]'!...f E"' THE HIJN:[:'.(F'Rt_~T'9 OF RNCHC~'RFiE. ~. Z N:[L.L ZI'.,I':;TF~LL THE """-" F ................ - · :.~:, T :.H ZH HUL:URDHr.~CE: I.,IZ TH THE 3:: Z UND, E~;%TFIND -FH!::IT THE 5ZTE 2;E:HE:R 357.5't'EH h'lR'¢ F'E'3. ZRE EhL. RRGEh!ENT Z F' THE RES Z DENC:E.,'~ ...-' ~'[:. ',' _" [',F_ [:LUg E HF_ F'E THFIN 4. E~EDROEd"1%. MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 I_. Street, Anchorage, Alaska 99503 264-4720 SOILS LOG - PERCOLATION TEsT SOILS LOG PERCOLATION TEST '~-'~'- 4 5- 6- 7 9 12 13 14 ~5 18 19- 2O COMMENTS OPE ~J SITE PLAN WAS GROUND WATER ENCOUNTERED? . NO I~ IF YES, AT WHAT DEPTH? Gross Net Depth to Net Reading Date Time W~II~ Time r~,~ Waterl~/¢-~. Drop PERCOLATION RATE ~) ~ /N ///AI~.t~ (minutes/inch) PERFORMED BY: 72-008 (6/79) CERTIFIED BY: DATE: GRE, ]R ANCHORAGE AREA BOR?!GH Department of Environment Quality 3500 Tudor Road Anchorage, Alaska 99507 INSP,ECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM SEPTIC TANK: DISTANCE · / ~///.~.~? NUMBER OF / FROM WELL /~'~-~ /g,~/~/MANUFACTURER ~,/~/,'¢/./'?~J MATERIAL /~-~'~ COMPARTMENTS . INSIDE LENGTH -- INSIDE WIDTH -~ LIQUID DEPTH W~ LIQUID CAPACITY /~,-~ GALLON~ DISTANCE FROM WELL /g>g ~ ~ FOUNDATION,~ NEAREST, LOT LINE /~ /~ oFTOTALLI NEsLENGTH~ / NUMBER OF LINES ~ DISTANCE BETWEEN LINES ~ TRENCH WIDTH ~ IN. TOTAL EFFECTIVE ABSORPTION AREAWAY/ SQ. FT. LENGTH OF EACH LINE ~/,2/~2/~///~, , , // ~///~/ DEPTH Of FILTER ~ DEPTH: TOP OFTILE TO FINISH GRADE ~'~ MATERIAL BENEATH TILE ~/ IN. ABOVE TILE IN. WELL: TYPE x CONSTRUCTION BUILDING ~IEAREST ,¥/,~Z4/ NEAREST FOUNDATION~///-~/~-/),~,¥LOT g NE ['/2'~ SEWER LINE CESSPOOL --' OTHER SOURCES /~,~g~ DEPTH ,/-/"'~ / DISTANCE FROM: SEPTIC 4/~//~SEEPAG E TANK /'~ / . SYSTEM APPROVED DISAPPROVED REMARKS DISTANCES: DIAGRAM OF SYSTEM INSTALLED BY: SEWER LINE DEPTH: PIPE MATERIAL: LOT SLOPE: REMARKS: Fort~ PW,027 M G.A.A.B. GREATER ANCHORAGE AREA BOR©UGH DEPARTM.E. NTOF ENVIRONMENTALQUALITY SEWAGE DISPOSAL SYSTEM ~ APPLICATION AND PERMIT .:'.- 2'/: ..... .... " INANCED THROUGH TO BE INSTALLED J3Y ' (/" ..r__7. ) - GUNDATION TO SEEPAGE PIT ~C ' DRAIN FIELD EPTIC TANK TO SEEPAGE PIT WALL EP3'IC TANK ~-i , SEEPAGE PIT TO NEAREST LOT LINE. tELL TO SEPTIC TANK //('?~/) * ~/'~/: ' DRAIN FIELD '/~-~-~ / SEEPAGB Pit ALSO CONSIDER AREA WELLS, AST IRON ~NTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF ):CAVA'J'ION 5 FEET iNTO UNDISTURBED SOIL. '¢ .-" ':L -'*-- J ~ GREATER ANCHORAGE AREA BOROUGH ~ Dei~ment of Environmental Qualit~-'~ ,.- ' 3330 "C" Street ~. ~.~ Anchorage, Alaska 99503 Performed for ~egal Description: ~o~ ~ ~oo~c ~. ~ ~l)en ~h].~ ~(~-~!on lhis f~m reports: So~s log" ~ · Percolation test Depth Feet " 1 2 - Gm Silty Sand & G~mvel - 'Ml' ~i1~4 Fine 2and Mix a Ole~ ~d t0 - Oh Cl~, Silt & Gr~vel 1I - ~ 13 - 16 Was ground water encountered? No~ ,If yes, at what depth? · Reading ' Date J Gro~s Time Net Time Depth to H2O Net Drop Percolation r~ te minute. Proposed installation: Seepage Pit ........ Drain Field '" Depth of Inlet Depth to bottom of pit or trench COMMENTS:(3'x~e~) +(~, x ~75) ~ ( ~'x 85)*(10, x ~0) = 48~0 ~ ~6 = 300 ~. £,.~ ~oa~oom Performed By: / Certified g · }./~/ _ ~ate: -~/-~- _. • Municipality of Anchorage On -Site Water and Wastewater Program *14 hog (907) 343-7904 5 ; Certificate of On -Site Systems Approva Parcel I . D.017-013-28 1. GENERAL INFORMATION: Complete legal description Aspen Highlands #1: Block 1 Lot Location (site address) 12930 Tracy Way *Anchorage, AK 99516 Current Property owner(s) Mailing address Real Estate Agent Expiration Date: 2- -2. S'__2 6 2 j Day phone Randy Walker Day phone 907-229-4103 2. TYPE OF DWELLING: ® Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 4 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well © Individual Individual Water Storage ❑ Holding Tank ❑ Community Class_Well ❑ Community ❑ Public Water System ❑ Public Sewer ❑ WaiverNariance request for: Distance: Received by: Date: COSA to be released to the engineer, unless otherwise requested by the engineer. COSA Fee $ 912-50 c0 Ulf) Date of Payment /I LZDIZO Receipt Number Def q 6 q G COSA # OSG 2�(ti c( Waiver Fee $ Date of Payment Receipt Number Waiver # 5. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based on procedures outlined in the Certificate of On -Site Systems Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. 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: t Cl In conducting this evaluation, GEG provided an engineering evaluation of the well and/or septic system in accordance with the guidelines and regulations established by the Municipality of Anchorage and industry practices. The reported results describe the condition of the system/s on the date/s of the evaluation. Separation distances were measured to readily identifiable features. Hidden defects or encroachments may exist that were not identified during the evaluation. The operational life of all wells and septic systems depend upon a variety of variables, including but not limited to, soil conditions, groundwater levels (that may fluctuate during the year), quality of construction (materials and workmanship), and the water usage of the family utilizing the system/s. These conditions can vary, and are outside the control of GEG. Satisfactory test results do not guarantee future performance of the systemis; therefore, GEG makes no warranty (express or implied) regarding the future performance of the well or septic system. GEG makes no representation whether an alternative well or septic system can be installed on the property in the event either of the current systems fail to perform adequately in the future. The content of this report is for the sole benefit of the person/party that retained GEG to perform the evaluation. Reliance upon the information provided in this report by any other person or party (including subsequent property purchasers) is not authorized, nor will it confer any legal right whatsoever. 6. DSS SIGNATURE ` 1` System #1 Approved for `-( bedrooms System #2 Approved for bedrooms Disapproved Conditional approval for bedrooms, #AECC884 g ON-slrE WATER, AND m VVASTr:V, with the foll-pwinq�-2+' (ti°b sRAAM Z Original Certificate Date: The Municipality of Anchorage Development Services Division (DSD) issues Certificates of On -Site Systems Approval (COSA) based only upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. ATTACHMENTS: COSA Checklist Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other GA Legal Description: ASPEN HIGHLANDS #1; BLOCK 1, LOT 4 If more than 1 septic system on lot: COSA Checklist # of SOUTHEAST WELL WAS DECOMMISSIONED PER UPC; SEE ATTACHED EMAIL FROM A. WELL DATA AAROW PUMP AND WELL SERVICES ❑ Well log is filed with Onsite (or attached) Date drilled UNK Total depth *326+ ft Cased to UNK ft 0 Sanitary seal is functioning correctly ❑ Wires are properly protected Casing height (above ground) 18+ in. Date of flow test for COSA 10/26/20 Static water level at beginning of test 188.1 ft. Comments *PER GEG INSPECTION SEPTIC TANK HAS 46 B. TANK DATA I INCHES OF COVER Age of tank(s) 18 years Tank type/material SEPTCp rcE Measured operating fluid level in septic tank *49 ❑ Standpipes/foundation cleanout per record drawing Date of pumping *SEE ATTACHED MAINENANCE LOG D. ABSORPTION FIELD DATA Which system tested (date installed) 2002 ❑ ALL standpipes present per record drawing Total measured depth from grade ft (max) Measured depth to pipe invert from grade ft (min) ❑ NIA — pressurized field ❑ Monitor tubes go to bottom of effective. If not, state depth into effective EL'Code-required soil cover over field ❑ System presoaked (Required if vacant for greater than 30 days prior to date of test) Gallons introduced 609 gallons Comments/Deficiencies: COSA Checklist yellow sheet Parcel ID: 017-013-28 Structure served by this system Well production at time of test 1.6+ gprn Water storage tank volume N/A gallons Well disinfected for coliform test? ❑ Yes ❑ No ❑ Coliform bacteria is Negative Nitrate 4.88 Ing/L ❑ Nitrate less than MRL (ND) Arsenic ug/L ❑ Arsenic less than MRL (ND) Collected by GEG Date of Sample 10/20120 C. LIFT STATION ❑ Required maintenance completed Age of lift station 18 years Lift station material PLASTIC Comments: *THIS IS AN IDSF TYPE SYSTEM Adequacy test date 1012720 Results ❑✓ Pass For 4 bedrooms Fluid depth prior to test 0 in Water added 609 gal New depth 1.5 in Elapsed time 15 min Final fluid depth 0 in Absorption rate 600+ gpd Any rejuvenation treatment (past 12 months) NO If yes, enter date N/A CJI E. SEPARATION DISTANCES From Private Well on Lot to: (Please enter distances if less than required or if community well) Septic Tank/Lift Station on Lot > 100' ❑ Yes if No Community Sewer Manhole/Cleanout > 100' Q Yes if No ft Q Yes if No ft Neighboring Tank > 100' ❑✓ Yes if No ft Private Sewer/Septic Line > 25'F-1-1 Yes if No ft Absorption Field on Lot > 100' Fv Yes if No ft Holding Tank > 100' 0 Yes if No ft Neighboring Absorption Fields > 100' if No ft Animal Containment > 50'[x✓ Yes if No ft M Yes if No ft ft If septic tank is under driveway comment below Manure/Animal Excreta Storage > 100' Community Sewer Main > 75' M✓. Yes if No ft ❑✓ Yes if No ft From Septic/Holding Tank on Lot to: (Please enter distances if less than required) Building Foundations > 10' ❑ Yes if No *51+ ft Surface Water > 100' ❑✓ Yes if No ft Property Line > 5' Yes if No ft Wells on Adjacent Lots: Wells on Adjacent Lots: Absorption Field > 5' [✓ Yes if No ft Private Wells > 100' Q Yes if No ft Water Main > 10' Q Yes if No ft Community Wells > 200' ❑✓ Yes if No ft Water Service Line > 10' Yes if No ft If septic tank is under driveway comment below From Absorption Field on Lot to: (Please enter distances if less than required) Building Foundation > 10' ✓0 Yes if No ft If absorption field is under driveway comment below Property Line > 10' M Yes if No ft Wells on Adjacent Lots: Water Main > 10' Yes if No ft Private Wells > 100' 0 Yes if No ft Water Service Line > 10' Yes if No ft Community Wells > 200' Yes if No ft Surface Water > 100'✓Q Yes if No ft F. ENGINEER'S COMMENTS *THE SEPTIC TANK AND LIFT STATION ARE LOCATED UNDER A LOW LYING DECK - SEE ATTACHED PHOTO; 5'+ FROM FOUDNATION WALL MET CODE AT TIME OF INSTALLATION G. ENGINEER'S CERTIFICATION I certify that I have determined through field inspections and review of Municipal records that the above systems are in conformance with MOA COSA guidelines in effect on this date. COSA Checklist yellow sheet Av�'p� oP� TFI �,t �S�QOI • 4 �. 4. ...... .f ll§ % .1 ; . J f1jT �A. or s. CE --7-9'5-5- 0, E 79'55---P _roresslo�° � #AECC884 10' UTILITY EASEMENTS II Lot 12 I O O O N 0 O O Lot 11 r.„i 1' ' SEPTIC •-�� PIPES 1 Lot 3 I ' 2ok b'I 2.0x5.6' CHIMNEY � � a MANHOLE— Fnt SEPTIC PIPE 2.0'x32.5' CANT WELL-� 1.0' CANT 6.0' PORCH 2.0'x19.2' t CANT o�,GAyq`T ..• ... . 12.2'00.2' SHED/, \_ CHAIN-LINK FENCE _ ro WOODEN FENCE O'� 1 It 39,t 4 976 S.F. C, h� Lot 5 1�0,00, 10UTILITY EASEMENTS S 17'30'00"E 35.00' I .P RETAINING \ WALLS I ( NOTE: DUE TO SNOW COVER AND A PORTION OF Lot 6 \ THE SEPTIC SYSTEM UNDER THE DECK, THERE MAY BE ADDITIONAL SEPTIC PIPES THAT WERE NOT RECOVERED DURING THIS SURVEY. PLOT PLAN AS BUILT _X_ S E _?__= 50' ORiD _ SW 2840—_ Project No.20-697/R1____ Associates, 11500 Daryl Avenue, Anchorage, Alaska 99515-3049 Lan S S o c (a t e S inc. (907) 522-6476 Phone �' A S(907) 522-4625 Fax Professional Land Surveyors ken®langsurvey.com o OF A Jonothan®longsurvey.com ©©P ''' �S�po I hereby certify that i have surveyed the following described property: Q0� LOT 4, BLOCK 1, ASPEN HIGHLANDS SUBDIVISION — UNIT No. 1 (PLAT No. 72-62) o 49!H*' 9TH �* Anchorage Recording District, Alaska, and that the improvements situated thereon are""F""""' k"""""' within the property lines and do not encroach onto the property adjacent thereto, that no improvements on the property lying adjacent thereto encroach on the surveyed w; P P P Y Y 9 JD 0- KE a� KENNETH G. LANGs✓: premises and that there are no roadways, transmission lines or other visible � c^ easements on said property except as Indicated hereon. QO s�eiG LS -5202. •' 4 Dated this the U �4Day of �� cir_�Y_�_, _--, 't'- 'L_—, of Anchorage, Alaska -- — — -- — 0�o OFESSIONA,- �cyo It is the responsibility of the owner to determine the existence of any casements, �04pQo�a covenants, or restrictions which do not appear on the recorded subdivision plat. AECC963 10/13/2020 04:37 8686770 APLUS PAGE 01 MuNICiPAI rN OF ANC;40RAQP,, e C'OMMI nity neVeloprnent Dopa.rhnent • Oa -Site Water & P., 907-343-, ;04 • F: 903-7497 • p.t�, .Ba 196650 Anoho Wa3tmater Progrm rte, AK 99519-6650 • hto.//Wwwv muni.org/bujidxng Intermittent Dosing Sand Filter no 55, Maintenance Log Owner Street Address Phone—�..2..._r� Ci �4 L03 _ Legal Desc' Set�tic ra � f ID -sludge level inches -Pumping: required es no -Pumping completed es o L Atxa„�tion Field � •Liquid leve) inches -All flushing valves opaneel, distribution lines flushed, and flushinglvalves closed ves per proved design9to l..if;t s tion. sed •Pump basket Clea jeer yes �no N/A-Blotube effluent filter cleaned e9 -Timor float settincr4 inches -High level float setting+ inches -Reference pont Nese 'Pumpon —Seconds •PumP off minutes Rise -Cumulative lifetime cycles �. -Operation satlsfaci a -Cumulative run time i11 A hours Air Svstem� -Air pump filter cle ii ed no Date of latest instal or rebuild *Air pressure "Air system operation sa 'sfacto no satin ac qr�r Alarrjh 3vstem• -Dedicated electrical circuit 0—no• Audible and visnal alarm inside dwelling es no -Float setting _inches Alarm system operation sat'sfaota not sat! facto ..................................ti ....... ........................................................lI �),Z` . ..... ................... '——........................................... ............... ....................................,,... led me anee Provid( r: Tachniclan A01.: ► 1,,3� e,� �r Date of maintenanceLk�, � Company J9 -Q, Signature Date IDSF Maintenance LO -974 j313.doc �i�YiSi�4n Ieri(:eco. 12I;'"?—:_)_)B_)�jA-4()G2-i:6_.)6-zCBi:;Or*,"k1l-B,.1 MUNICIPALITY OF ANCHORAGE ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT THIS MAINTENANCE AND REPAIR AGREEMENT, herein the "AGREEMENT" made and entered into as of this A/ s Day of Ij D heir of 20 0a d , by and between j oh (I % W e'K . herein the "OWNER," and the Municipality of Anchorage, herein the "MUNICIPALITY", in accordance with Anchorage Municipal Code (AMC) 15.65.365. In consideration of the mutual covenants contained herein, the parties to this Agreement agree as follows: 1. Advanced Wastewater Treatment Systems. The Municipality grants permission to the Owner to utilize and operate an Advanced Wastewater Treatment System (AWWTS), described as IDSF located at (legal description) 12930 Tracy Way/ ASPEN HIGHLANDS SUBDIVISION 1, L4 BL1 2. Maintenance. Repairs and Alterations. (Owner is required to read, understand and initial each section) Throughout the term of this Agreement, the Owner shall enter into a service agreement with an AWWTS service and maintenance provider approved by the Municipality or the manufacturer's representative. The AWWTS shall be maintained in a satisfactory condition capable of performing as designed and producing treated septic effluent in accordance with the equipment's approval for operation in the Municipality. -:YG It shall be the responsibility of the Owner during the term of this Agreement to pay for all repair(s), maintenance, adjustment(s), replacement costs, and inspection costs. This includes an annual maintenance fee (typically $400 to $600). -Z,G Owner agrees that only maintenance and repair personnel approved by the Municipality or the manufacturer's representative will inspect and make any necessary maintenance, repairs or permitted alterations to the system. ..;12, Owner acknowledges that regular maintenance of an AWWTS reduces the potential failure of the system, which could include sewage backup and costly repairs or drainfield replacement. (rev. 05/18/2018) Page 1 of 3 _jIgiSign V-;:ri ed: 12�� 12113 -2>�f -�r C3?-. UI1'G-3� (� 30�`iiil`�E3/ 1 5C- Owner acknowledges that the Municipality may request records of maintenance and repairs from the manufacturer's representative or maintenance provider. JCS Owner acknowledges that the tine for failing to maintain and repair an AWWTS may be assessed in accordance with AMC 14.60.030. 3C.. Owner agrees to grant the Municipality reasonable access to test and inspect the AWWTS. The Municipality will give at least 24-hour notice. Owner agrees that any sale or transfer of title of the property will not occur without a new Certificate of On -Site Systems Approval. C Owner agrees that the AWWTS installation and maintenance requirements as provided by the AWWTS vendor/installer and approved by the Municipality are the governing guidelines for the construction, maintenance and repair of the Owner's AWWTS. vt Owner agrees to maintain remote monitoring of the AWWTS as required by the AWWTS approval. 3. Term. The term of this Agreement shall begin on the date of approval by the Municipality to operate the installed system, or upon transfer of title, and shall continue while the AWWTS is operational or until title is transferred. 4. Nonwaiver. The failure of the Municipality at any time to enforce a provision of this Agreement shall in no way constitute a waiver of the provisions, nor in any way affect the validity of the Agreement or any part hereof, or the right of the Municipality thereafter to enforce every provision hereof. 5. Amendment. This Agreement shall only be amended by authorized representatives of the Owner and Municipality. Any attempt to amend this agreement by either an unauthorized representative or unauthorized means shall be void. 6. Jurisdiction: Choice of Law. Any civil action arising from this Agreement shall be brought in the Superior Court for the Third Judicial District of the State of Alaska at Anchorage. The laws of the State of Alaska shall govern the rights and obligations of the parties under this Agreement. 7. Severability. Any provisions of this Agreement decreed invalid by a court of competent jurisdiction shall not invalidate the remaining provisions of the Agreement. (rev. 05/18/2018) Page 2 of 3 ?igi 5i��n `Verified: 1,2r72D7B-238A-4862-A6D6-3*k'-'??OA014B I OWNER: By: l'� �Y. �,� (signature) Date: l e "91490; , a �01--o (print name) STATE OF ALASKA } ) ss. THIRD JUDICIAL DISTRICT ) The foregoing insti-Liment was acknowledged before m his ��ay of 1 U - �, 20_a2, by -4nt �C �hn c, L� ev— W CAVY-�nd C -x 6.A (' /Q=-,' NOTARY PUBLIC FOR ALASKA. My Commission expires: —�jj 1 C) MUNICIPALITY: (signature) AMAN A A. HUETTL Notary Public State of Alaska My Commission Expires Se tember23, 2021 Date: ( � • 2Sr- a (print name) Title: (rev. 05/18/2018) Page 3 of 3 Municipality of Anchorage Development Services D6pat'tment Building Safety Division On-Site ~/a{er and Waslewa{er Program ~700 South Bragaw St. P.O. Box '196650 Anchorage, AK 995t9-6650 ww',V.ci.anchorage.ek. Us (907) 343-7904 CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. OI 7 - 0 1 ,,3 -'~- {' 1. GENERAL INFORMATION CompletelegaldescdPtion u' Lot 4r Lomtion (site '~.ddress Or'directions) CuJ'i'ent Propeflyo_wner(s) , Richard higenza Mailing address ,: same as above Lending agenc, y.~,~,," Mailing address Expiration Date:, ! O -' ~- O.2-.--- Block 1} Aspen Highlands S/D {1 345-5135 Real Estate Agen{ Mailing Address Unless otherwise requested, HAA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: Day phone. Day phone, 12930 Trac¥ Way Kathy Fernanadez Dayphone Prudential Vista R~al'Estate 4 562-6464 3. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well [] Individual On-site [] Individual Water Storage ~ Individual Holding tank ~ Community .Class Well Community On-site Public Water System [] Public Sewer [] The Municipality of Anchorage Development Services Department (DSD) Issues Certil~cates of Health AulhorRy Approval (HAA) based only upon Ihe representations giv? In paragraph 5 by an Independent professional civil engineer registered in the State of Alaska. Certificates of Health Authority Approval are requlred for Ihe transfer of lille (except between spouses) for propedies served by a single family on-sile wastewater disposal ahd/or water supply syslem. DSD also issues HAAs upon request to homeowners. Cerliflcales of Heallh Authorily Approval are vatid for 90 days from the date of issue for propedies served by a private or Class C well and may be reissued wllh new water sample results less than 30 days old. (Cediricates may be reissued for a period of up to one year with valid water samples.) Certific'~[es are valid for one year for properties served by Class A or B wells or a public wa[er system. The Municlpalily of Anchorage Is not responsible for errors or omissions in the professional engineer's work. 4. STATEMENT OF INSPECTION i3Y ENGINEER As certified by my seal affixed herelo and as of the %alkiation da{e shown below, I verity Ihat my InvesUga{ion, based on procedures outlined In the I-lealth Aulhori{y Approval Guldeltnes for this application, shows that Ihe on-site water supply and/or wastewaler disposal syslen't Is(are) safe, functional and adequate for Ihe number of bedrooms and lype of structure Indicated herein. I i'urth,~r Verify tha{ based on the Information obtatned from Ihe Municipality of Anchorage flies and [rom my tnvesUgation and Inspection, the on-slle water supply and/or wastewaler disposal system Is(are) In compliance wilh all applicable Municipal and State codes, ordinances, and regulations In effect at Ihe time of Inslallafion. Name of Firm S & $ ENGINEERING Phone 17~4. E.,~;.. $.;,,,~, L,~,p ~.~--: ~,~. i~4 Address Eacjte River, Alaska 99577 Engineer's Printed Name ~8~.~.7" C.. C"~..,,f,./ Date 5. DSD SIGNATURE [./ Approved for L~ Disapproved. Conditional approval for co ','''''''""'''''-'"''-- / bedrooms. '~, ~>~..';.,, ....','~ ~ bedrooms, with the following stipulaUons: Additional Comments Attachments: HAA Checklist Septic System Advisory Well Flow Advisory X Maintenance Agreements Supplemental Engineer's Report ~ther Original Cedificate Date: Municipality of Anchorage Development Services Department 8uildlng Safety Division On-SIta Water & Wasfewatar Program 4700 South Bragaw SL P.O. Box Ig6650 Anchorage, AK 99519-6650 wv~v.ci.anchorage.ak, us (907) 343-7904 HEALTH AUTHORITY APPROVAL CHECKLIST Legal Descdption: LoT A. WELL DATA Date completed v IK Totaldepth H)O ff. IfA, B, otC provide PWSID # Sanltaryseal (~N) y4L/ FROM WELL LOG g.p.m. Data of tast Static water level Wall production WATER SAMPLE RESULTS: Coliform O colonies/100 mL B. SEPTIC/HOLDING TANK DATA Well Log (Y/~. ~, O Wires properly protected (~) ¥/-- J Casing height (above ground) '3 6-~ in. AT INSPECTION n. g.p.m. Nitrate 3-°¢~ rog./1. Date of sample: ~,/f~.3/e ~ Other bacteria O_.. colonies/100 mi. Co ~ ~S& S ENGINEERING Tank Type/Material '-~/~.~.7/c ~/~'~-c'7'~ ~./.. Tank size .) J-oD gal. NumbarofCompartments Foundation deanout ~1) y~.)' Depression over tank Dafe of pumping (.;,/I,f/o 3- Pumper J Cleanouts(~N) High water alarm C~I) ¥'~ J' C. ABSORPTION FIELD DATA Data i.~ta,e~ ~'/~'~/; ~' so, muno (O.O.d./~ o~ /~ To~l de~ ~ E Eft. a~flon ama ~bo ~ Mon~fing ~ ~¢J Da~ofad~ua~st I/~/e~ Resu~all) ~55 Flu~ depffi in ab~flon field ~m ~t =/~ in. ~r add~ & ~gal. ~ ~: ~ ~ ~n. F~I fluid dep~ ~ in. ~flon m~ >= Systam type J~ o ~,/~ b Gravel below pipe · c;)..~-- ff. Depression over field ~' ~) For ~ bedrooms New depth ,~' in. (ooo g.p.d. If yes, give data D. UFT STATION Date installed & 'Pump on' level at7 ~ in. Datum l'e~ E. SEPARATION DISTANCES Size in gallons / ,,~-~ o 'Pump off' level at'/,o ~n. Cycles tasted ~ Manhole/Access ~(,/~N) ¥~- $ High water alarm level at -~ '~ in. Meets alenn & circuit requirements? Y4~ .J' SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lift station on lot / o Absorption field on lot Public sewer main )J Sewer/septic sewico line ~ Y' /'/-' On adjacent lets On adjacent lots Public sewer manholeJcleanout Holding tank SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation / 0 Property line ~'0 ' Water main A,//A- Water service line Walls on adjacent lots / ~a ~ t,./.. /o + Absorption field Surface water /0 + SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Pmberty line :~ 5-- Building foundation WatarSewiceline /0 ~ Suffacewater ] ~0 Curtain drain P o,,( K,,~,,/ Wells on adjacent lots Watar main r-"/,9' Driveway. pafldngNehide storage F. COMMENTS G. ENGINEER'S CERTIFICATION I certify that I have determined through field inspections and review of Municipal records that the above syslems ere in conformance with MOA HAA guidelines in effect on this data. Engineer's Pdntad Name t~O .~'~'q-~' ~"- C 0~,,~,./ Date G/~. ¥/o "L HAAFee $ :97d'. Data of Payment Receipt Number (R~v. t2~) MUNICIPALITY OF ANCHORAGE Building Safety Division MEMORANDUM DATE: 7/5/2002 TO: Property Owner FROM: Jeff Poet Engineering Technician III SUB J: Septic System Advisory The wastewater disposal system on this property is required to absorb 600 gallons of water per day. The adequacy test performed on June 22, 2002 indicates this system absorbs 608 gallons of water in 24 hours. 3 ........... MI~N~TDR 'ru~ · ~ * I..~"T Sl'A, D ~.5.~'~- This As-built shall not be used for / ~- may purpose other titan financing -- v ~~~ddid a,,v data hereoF, no ,sea for c~flstructJen or for establishing boundary or fSllCe AS-BUILT No 'CORNERR 8E1' THIS DATE hereby ~.rtl~y that I have ~erformed · Mor~'s ~- I~ctlon of ~e fo~gw~A d~rl~ p~per~: / A~ ~ FRED WALATI~A, & ASSOCIATES Engineers and Surveyors EASEMENTS OF RECORD, OTHER THAN THOSE SHOWN ON THE RECORDED PLAT ARE NOT SHOWN HEREON, 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 1. GENERAL INFORMATION Complete legal description Location (Site .address or directions) Property owner Mailing address Lending agency Mailing address Agent Address · :/'~i, CH/~ R. O Lt O~v.~-4 Day phone Day phone Day phone Unless otherwise requested, HAA will be held for pickup. NUMBER OF BEDROOMS: . , '~ 3. TYPE OF WATER SUPPLY: Individual well Community well ' ' Public water NOTE: If Community well system, provide written confirmation .from State ADEC attest- ing to the legality and status of system. 4. 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. I/91) Front MOA#21 5. STATEMENT OF INSPECTION BY ENGINEER Address Engineer's signature As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation of this Health Authority Approval application shows that the on-site water supply and/or wastewater disposal system is safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is in compliance with all Municipal and State codes, ordinances, and regulations in effect on the date of this inspection. S & S ENGINEERING ' Name of Firm ~.707. _===L~ ~!t,~_r L~_~p ?=d ?. 2ex Phone 6¢1 '¢ - ~-¢t 7 ~ Eagle River, Alaska 99577 DHHS SIGNATURE -- Approved for I'// Disapproved. Conditional approval for bedrooms. bedrooms, with the following stipulations: Additional Comments The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health Authority Approval Certificates based only upon the representations given in paragraph 5 above by an independent professional engineer registered in the State of Alsska. The DH HS does this as a courtesy to purchasers of homes and their lending institutions in order to satisfy certain federal and state requirements. Employees of DHHS do not conduct inspections or analyze data before a certificate is issued. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. Municipality of Anchorage JUN DEPARTMENT OF HEALTH & HUMAN SER~I~E~/ Environmental Services Division :~-4VlRONMENTALSERVlC~:~ 825 L Street, Room 502 · Anchorage, Alaska 99501 ° (907) Health Authority Approval Checklist Legal Description: J-O_ T ~ '[~.oc~< I I~?~f-' ~arcelI.D.: A. WELL DATA Welltype /'/~,,~/'r ~ Log present (Y/~ ~J 0 Date con~pleted Total depth 'L/3o '(p~,t ~ ~4~S,~Cased toPk'~ ~ ~ ,~__ Sanita~ seal ~N) ~ ~ ~ IfA, B, or C, attach ADEC letter. ADEC water system number Casing height (above ground) Wires properly protected yr~5' FROM WELL LOG Date of test Static water level' .J I~ Well production ~ AT INSPECTION g.p.m. O, '~ g.p.m. WATER SAMPLE RESULTS: Coliform 0 Nitrate Date of sample: Collected by: Other bacteria (o S & S ENGINEERING Eagle River; Alaska ~9577 B. SEPTIC/HOLDING TANK DATA Date installed (~/;3 5:-/ $~ Tanksize ~ ~"OO Number of Compartments ~ Ceanouts(~/N), Foundation.cleanout(~'N) ~/~-~.$ Depression (Y/~) ~ O High water alarm (~/N) ¥~ Date of Pumping ~]~f ~..~,~,c? Pumper t~,~ ,~/)~. I C. ABSORPTION FIELD DATA :' DAte installed ~/~/~ Soilrating(g.p.d./fFor~. ~-E- Systemtype Length '~ 3 ~ Width ~ ~ ~ · Gravel thickness below pipe O, ~ Total depth Effective absorption area'7{~0 £~'~' Monitoring Tube present (~N) Y~$ Depress on over field (Y~l~. Date of adequacy test '~'~/~//q ~1 Results~F,ai? f'~-$5 For Fluid depth in absorption field before test (in.); ~ '/~- Immediately affer(~h~' gal. water added (in.): Fluid depth 3 # (~ o (ins) Minutes later: -5 ~ S- Absorption rate = g.p.d. Peroxide treatment (past 12 months) (Y/N) /v~,.~e ~,~ If yes, give date - 72-026 (Rev. 3/96)* bedrooms D. LIFT STATION Date installed Manhole/Access ~/N) High water alarm level at* Cycles tested ~ Size in gallons "Pump on" level at* *7 / ~, *Datum to,'~ "Pump off" level at* E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic/holding tank on lot Absorption field on lot Public sewer main Sewer/septic service line 1 O0 ~ On adjacent lots I00 + 100 "f On adjacent lots /0o 4- Public sewer manhole/cleanout ;;)- 5- /-~ Lift station / 0 0 -/- SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOTTO: / Foundation / O Property line ~ o Water main/service line ) o ~ .Surface water/drainage /oo Wells on adjacent lots ,)o0 SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOTTO: Property line 3 ~ Building foundation ~ ~' Water main/service line / 0 Surface water / ~3o ~'¢- Driveway, parking/vehicle storage area 5-0 -/- Curtain drain ~ o I,~ ~ ~ ~0 ~v ,v' Wells on adjacent lots / 00 F. ENGINEER'S CERTIFICATION I certify that I have determined thru field inspections and review of Municipal records in conforreanc~ with MOA HA~ guidelines in effect on this date. Signature Engineer's Name Date are HAAFee $_ ~¢0- ' Date of Payment Receipt Number 72-026 (Rev. 3/96)* Waiver Fee $ Date of Payment Receipt Number MUNICIPALITY OF ANCHORAGE MEMORANDUM WATER WELL ADVISORY HEALTH AUTHORITY APPROVAL~NO. ~~- During a recent Health Authority Approval on-site inspection and test of tt~e potable water supply well on Lot ~ Block I of~p~/ /~/~L~D~ ~Subdivis~on, the well's productivity was determined to be ~,~ gallons per minute. The minimum well productivity required by this Department (AMC 15.55) for a ~ bedroom residence is ~ ~ gallons · per minute. Although the subject well currently exceeds this minimum requirement, all parties concerned are advised that the production capacity of the well may fluctuate. Restriction of non-critical water uses such as washing cars and watering lawns and gardens may be required. This advisory must be attached to all copies ~f the subject Health Authority Approval. ' ~'~ROSERr C. COWAN, ~E. no~EnrA, SlIAI:En, RE, WELL FLOW TEST DATA CIVILENGINEERS (007) 694-207g FAX(g07)094-1211 RO~DDESlGN 8OILTE8[ CLIENT: ~ I (. F/,~ ,~ D LEGAL DESCRIPIlON: L.o T WELL DEPTH: ~ 30 ' DATE DRILLING COMPLETED: CASING DEPTU: ~0 '~' '~'/~ DRILLER: MISC. D/~TA: CASING UEIGHT: I SANITARY SEAL: WIRES IN CONDUIT: ~/~.~ GRADING O.K.: BACTERIA AND NITRATE SAMPLES COLLECTED (dale): ~'7~'~ TEST DATA: METER PUMPING DEPTH TO CLOCK READING RATE WATER REMARKS TIME (GAL) (GPM) (FT) IOL,~ O0 C~i~.¥O - 3-3~. swl I1~ ~ o~ ~ ~ ~.o ~1;~/ oo~ 7~ ~-5~ , [1ESULTS: WELL CURRENTLY PRODUCES O, ~ GPM WITH A ,,~o G DRAWDOWN TESTED BY: ~(j ~o.~. C: FLOW RATE NOT GUARANTEED--SUBSEQUENT VARIATIONS CAN OCCUR. 17034 NOR Ill EAGLE RIVER 100P o SUITE 2fl4 * EAGLE IIlVEfl, ALASKA 99.577 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & HUMAN SERVICES DIVISION OF ENVIRONMENTAL SERVICES CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL OF ON-SITE SEWER AND WATER FACILITY 264-4744 AppliP~,tion Date GENERAL INFORMATION (MUST BE COMPLETED PRIOR TO SUBMITTAL) (a) Legal Description (include lot, block, subdivision, section, township, range) Location (address or directions) (b) Prope~y Owner ~1 ~ Telephone: Home Mailing Address I¢~ ~. ~ ~l~ ~¢~ {c) Lending Institution ~ ~ ~¢~ Telephone Mailing Address ~O~ O(~ ~ ~. ~O~ (d) Bus~ness ~7Y- Real Estate Company and Agent Address ~ ~ ~ Telephone ~ ~ - ~7¢l (% Mail the HAA to the followina address: or: Check here [~, if hold for pick up. List contact person and day phone number below. TYPE OF RESIDENCE Single-Family [] Number of Bedrooms WATER SUPPLY Individual Well [] Community [] Public [] Note: Jf community well system, must have written confirmation from the State Department of Environ mental Conservation attesting to the legality and status. SEWAGE DISPOSAL Onsite [] Public [] Community [] Holding Tank [] Note: if community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status, Page 1 of 2 72-025 fRev 8/861 Fronl ENGINEERING FIRM PROVIDING INSPECTIONS, TESTS, FILE SEARCH, DATA AND INFORMATION AS certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation of this Hea~th Authority Approval shows that the on-site water supply and/or wastewater disposal system is safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigatic~n and inspect[on, the on-site water supply and/or wastewater disposal system is in compliance with all Municipal and State codes, ordinances, and regulations Jn effect on the date of this inspection. Name of Firm Address DHHS APPROVAL Approved for ~-"/(¢/') bedrooms by Approved c/x,~ Disapproved Terms of Conditional Approval Conditional. Engineer's Seal % ....... CAUTION The Municipality of Anchorage Department of Health and Human Services IDHHS) issues Health Authority Approval certificates based only upon the representations given in paragraph 5 above by an independent professional engineer registered Jn the State of Alaska. The DHHS does this as a courtesy to purchasers of homes and their lending institutions in order to satisfy certain federal and state requirements. Employees of DHHS do not conduct inspections or analyze data before a certificate is issued. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. Page 2 of 2 72-025/Rev 8/86) Back MUNICIPALITY OF ANCHORAGE ENVIRONMENTAL SERVICEs DIVISION RECEIVED A. WELL DATA MUNICIPALITY OF ANCHORAGE (MOA) HEALTH AUTHORITY APPROVAL (HAA) CHECKLIST- FEBRUARY 1984 264-4744 Legal Description: Well Classification ~='r, lu'¢,c~.¢_. If A, B, C, D.E.C. Ap~)roved (Y/N) Well Log Present (Y/N) _ N Date completed Total Depth ~--:,:,:,:,:,:,:,:,~ Cased to Static Water Level Casing Height Above Ground Electrical Wiring in Conduit (Y/N) Separation Distances'from Well: To Septic/Holding Tank on Lot Depth of Grouting N~ A, Pump Set At ~E¢' Sanitary Seal on Casing (Y/N) Depression Around Well'he~d (Y/N) ; On Adjoining Lots To Nearest Edge of Absorption Field on Lot To Nearest Public Sewer Line Cleanout/Maahole Water Sample Collected by Water Sample Test Results Comments ~ (~0~ ;.On Adjoining Lots To Nearest Public Sewer To Nearest Sewer Service Line on Lot ~?.r'~'l~ ~ ; Date B, SEPTIC/HOLDING TANK DATA Date Installed ~/~'-{ ¢<¢ Size Standpipes (Y/N) ¥' Air-tight Caps (Y/N) Depression over Tank (Y/N) Pumping/Maintenance Contract on File (Y/N) ~ ~t. Holding Tank High-Water Alarm (Y/N) Separation Distances from Septic/Holding Tank: To Water-Supply Well To Property Line To Water Main/Service Line Course ~ ¢00 ' 15'wC'~'~ f No. of Compartments. ~" Foundation Clear, out (Y/N) ~" Date Last Pumped /~h,~,, (_ ; for Temporary Holding Tank Permit (Y/N) I~, To Building Foundation ~0 ~ 'To Disposal Field .~¢~ To Stream, Pond, Lake, or Major Drainage Comments Page I of 2 72 026 fRPv 8/861 Fronl C. ABSORPT ON FIELD DATA Soils Rating in Absorption Strata Date Installed ¢'/~5"' /c¢c¢ Width of Field ~ ? ~ Square Feet of Absorption Area Depression over Fiel¢ (Y/N) Results of Last· Adequ~a¢y Test Separation Distance from Absorption,Field: To Water-Supply Well To Building Foundation Lot /¢~j',o'¢e'm/¢ ~' t~'tw~c~r~ Type of System Design Length of Field ~ % Gravel Bed Thickness I ~ Standpipes Present (Y/N) Date of Last Adequacy Test To Prope~y Line ': To Existing or Abandoned System on ; On Adjoining Lots ~ ~ ' To Water Main/Service Line To Stream/Pond/Lake/or Major Drainage Course To Driveway, Parking Area,, or Vehicle Storage Area Comments To Cutbank (if present) LIFT STATION Date Installed '~'/ Size in Gallons "Pump On" Level at High Water Alarm Level Electrical Codes (Y/N) Com~enis Dimensions Manhole/Access (Y/N) "Pump Off" Level at Vent (Y/N) Pu~ping Cycles during Ade(~uacy Test. Meets MOA ~' I¢c/r;c ) ** Che~;k Permitted Bedroom Rating Against HAA Request ** I certify that I have checked, verified, or conformed to all MOA and HAA guidelines in effect on the date of this inspection. ' Signed ~L..~ ~.. ~ Date Company ~'-~-¢-/~ ~-~--/~ '¢¢"'¢--¢ MOA No. Receipt No. ~ / ~ Date of Payment ~/~- Amount: $ / ~ ~ ~ Page 2 of 2 72 026 fRev 8/861 Back Engineer's Seal THEODORE F. ~OOR8 ~ ~ INSPECTION APPOINTMENTS - ._ .~ MUNICIPALITY OF ANCHORAGE MUNICIPALITY OF ANCHORAGE ) DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTIOI~EPT' OF HEALTH & ENVmONMENTALSAN TAT OND V SlON /lUG 3 /981 Telephone 264-4720 REQUEST FOR APPROVAL OF INDIVIDUAL WATER AND SE~,E~(~I ¥'1~1~ 3. [ENDING~STITUTION 4, REAL~/AGENT ~ ,~, ~ ~' -- ~ ) ~ A. ~ I PHONE STREET LOC ON ,, [] One ~ Four SINGLE FAMILY NJ [] Two [] Five [] MULTIPLE FAMILY [] Three [] Six [] Other 7, WATER SUPPLY ,~ INDIVI DUAL* * ATTACH WELL LOG. A well log is required for all wells drilled [] COMMUNITY since June 1975. For wells drilled prior to that date, give well [] PUBLIC UTILITY depth (attach log if available.) 8. SEWAGE DISPOSAL SYSTEM ~ INDIVIDUAL/ON-SITE** /)¢Y~ YEAR ON-SR : SYSTEM WAS INSTALLED. [] PUBLIC UTILITY NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED, ,72 O10 (Rev. 6/79) THIS SIDE FOR OFFICIAL USE ONLY 1, TYPE OF RESIDENCE NUMBER OF BEDROOMS ~'~ SINGLE FAMILY [] ONE [] THREE [] FIVE [] OTHER [] MULTIPLE FAMILY [] TWO [] FOUR [] SIX PERMIT NUMBER 2. WATER SUPPLY '~3 INDIVIDUAL DEPTH OF WELL [] COMMUNITY DATE DRILLED [] PUBLIC UTILITY Connection Verified LOG RECEIVED 3. SEWAGE DISPOSAL SYSTEM PERMIT NUMBER '~ INDIVI DUAL/ON -SITE DATE INSTALLED []PUBL C UTILITY "'7 Connection Verified iNSTALLER '~Septic Tank or ~ Holding Tank Size: /~ If Tank is homemade SO~LSRATING give dimensions: MANUFACTURER ~ TYPE OF TANK~ TOTAL ABSORPTION AR EA MATERIAL ~¢. ~p 4. DISTANCESwELL TO: Septic/Holding Tank Absorption Area Sewer Line Nearest Lot Line Absorption Area to nearest Lot Line 5. COMMENTS / ~CONDITiONAL APPROVAL (letter must accompany certificate) ~ DISAPPROVED ~' ( 825 "L" STREET ANCltORAGE, ALASKA 99501 (907) 264-4111 GEORGE M. SULLIVAN, MAYOF[ DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION August 10, 1981 Lloyd W./Violet'L. Mc Connell 6470 De Barr Road Anchorage, Alaska 99504 Subject: Lot 4 Block 1 Aspen Highlands Subdivision Approval for the individual cannot be granted until the completed: sewer and water facilities following items have been (1) The water analysis report needs to be submitted to this office from the Chem .Lab, 5633 B Street, for our review. (2) The septic tank pumped with a receipt submitted to this office for our review. (3) An adequacy test needs to be performed on the existing leaching area. This test will determine if the system is adequate according to National Standards. A listing of private firms performing the test is enclosed. This report needs to be submitted to this office for our review. If there are any further questions, please call this office at 264-4720. Sincerely, Robert C. Pratt, R.S. Associate Specialist RCP/ljw National Bank of Anchorage Pouch 7-025 99510 ~/~ Dorothy Tiley % Century 21 - Heritage Homes I~,~,,, 207 East Northern Light~ Boulevard CC: ALASKA enviRonmenTAL cOnTROL $1 RUICi %,U E. O, {~nqin¢¢rinq 8 ~nuironmenla{ ~lu~ies DEPT. RECEIVED 8/26/81 NATIONAL BANK OF ALASKA 301 W. NORTHERN LIGHTS ANCHORAGE AK 99503 SELLER - LLOYD MCCONNELL SUBDIVISION-ASPEN HIGH LAND BLOCK-1 LOT-4 ADEQUACY TEST FOR SEWER SYSTEM THE TYPE OF ABSORPTION SYSTEM IS A ABSORTION BED WITH AN AREA OF 392 SQFT. THE SYSTEM IS CAPABLE OF ACCEPTING 100 GALLONS OF WATER PER DAY. THE SURGE CAPACITY OF THE SYSTEM IS 100 GALLONS. BASED UPON THE TEST DATA THE SYSTEM IS NOT ACCEPTABLE FOR A HOME OF 4 BEDROOMS. THE SEPTIC TANK WAS PUMPED ON 8/11/81 . SEPTIC TANK ADEQUACY THE EXISTING SEPTIC TANK VOLUME THIS 4, BEDROOM HOUSE. OF 1250 IS ADEQUATE FOR 1220 LUes125th ~ucnue · ~nchora§e, Alasb 99503 · (907) 276-1361 ALASKA I]UI Orlm nTAL CONTROL ~n~jin~rincj ~, ~nuironmcnlol ~ludi~ $SRUIC $, InC. September 23, 1981 RE'CEIVED Dorthy Tiley Century 21 Heritage Homes 207 E. Northern Lights Anchorage, Alaska 99503 Dear Mrs. Tiley: I would like to review the situation with McConnell's septic tank and drainfield which is located on Lot 4, Block 1, Aspen Highlands Subdivision. As you know, I originally went to test that system on August 11,1981 and after pumping the tank we heard water pouring into the tank indicating the seepage field was completely filled with water. I waited until the next day to return to the job. I added water at a low rate to try to test the field and. Almost immediately we had water coming back into the tank again. I reasoned that since it had rained the night before it would be better to postpone testing of this system until the field had a chance to dry out. I installed a stand pipe in the field to use as a testing reference. On 8/12/81 the liquid level in the standpipe stood at 4.14 feet below the top of the pipe. I checked it again on 8/25/81 and found that it at 3.6 feet which meant that the water level had risen approximately 0.5 foot. On 8/26/81 'the liquid level was 3.71 indicating it had dropped approximately 0.6 of 1 foot. At this time we decided to start the test. We started a flow test to determine if the field would accept a low flow rate and not fail. This test was run for 1 hour I we determined at that point again that this system was not acceptable. It was then decided to try to surge the field by increasing the level in the septic tank to see if I could get an acceptable flow. This would roughly simulate the installation of a lift station that would put the water into the field under pressure and tend to get a better distribution than gravity flow. Before any additional work is done we would recommend two soils tests be taken to a depth of approximately 8 feet on each side, the north and south sides, of the bed in undisturbed soil to determine whether or not ground water is flowing the field. These test's should be taken approximately 20 to 25 feet from the bed. These test's could be done by any engineering company approved by the Municipality to do soils tests. I would like to review the results of this test to determine whether or not the following recommendations are applicable. If the ground water is flooding the bed then the below listed recommendations would not solve the problem of the failure of the system. At'that point the option becomes one of either replacing the system with a bed set well above ground water or construction of a curtain drain to route the ground water away from the bed. Our company has had a very high success rate with using this approach to saving flooded out beds. When the septic tank is flooded out such as the one at McConnell's, floating material such as paper and grease would tend to pass through the septic tank and cause the field to plug. If the level in the tank were to be dropped to the normal operating level of septic tank, this would keep the floating material out of the field. The surge test would show whether or not it would be feasible to modify that field and to still get acceptable results. I came to the conclusion that indeed it did show a promise of being acceptable if the system were converted to a pressure distribution system. However, I feel that the following modifications would have to be made to the field inorder to insure that sewage would not surface. As the field is constructed it is relatively flat and does slope to the west with higher ground on the north-west and south-west. My recommendations would be to add approximately 18 inches of pit run sand to the top of the existing bed and to crown it so that any drainage from the house and from the bed itself would tend to drain to the south, and north. In addition I would recommend that four inches of top soil be placed on top of the sand mound. A lift station should be installed at the end of the septic tank and discharge into existing field lines. In addition to the lift station an alarm should be installed using a' float switch at the level of the inlet to the lift station. Were the system to back up because of a pump failure the alarm would go off in the house therefore alerting the owners before backing up into the house. The last thing would be the addition of one barrel of Tysul WW-50, a 50% hydrogen peroxide solution, into the system once the lift station is installed. This can be done by adding the liquid into the lift station along with water and pumping under pressure into the field. The Tysul WW-50 will dissolve any Of the organic, sludges that have been carried over from the septic tank since the tank was flooded. If these recommendations are followed I believe the system should function as an adequate system for many years to come. The basic design apprears to be sound, and the construction techniques appear to be sound. If you have any questions or wish to discuss this with me further, please let me know or I would be available to discuss this with either you or Mr. McConnell. Sincerely yours, 825 "L" STREET ANCHORAGE, ALASKA 99501 (907) 264-411 / GEORGE I¥% SULLIVAN, &'IAYOR October 2, 1981 Lloyd W./Violet L. 6470 De Barr Road Anchorage, Alaska Mc Connell 99504 Subject: Lot 4 Block 1 Aspen Highlands Subdivision The adequacy test performed on the existing sewer system has failed. Therefore, an upgrade will be necessary. Prior to the upgrade(per the engineer's remarks in his letter dated September 23, 1981) a soils test will need to be performed so that we can determine if there is a high water table, and also, for new design criteria. If there are any further questions, please call this office at 264-4720. Sincerely, Robert C. Pratt, R.S. Associate Specialist RCP/ljw CC: National Bank of Alaska % Kathy Pouch 7-025 99510 Dorothy Tiley Century 21 - Heritage Homes 207 East Northern Lights Blvd. 99503