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Home My WebLink AboutWYNTER PARK #1 BLK 1 LT 2Wynter Park #1 Block 1 Lot 2 #051-491-51 Municipality of Anchorage Page —1 -of 2� DEPARTMENT OF HE=ALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 • Anchorage, Alaska 99519-6650 • Telephone: 343-4744 On -Site Wastewater Disposal System and/or Well Inspection Report Permit Number: .oil 9 t 0oo.2 — PID Number: — O5 1 - AA -I 1 - S Name: BgVGE' Wastewater System: ❑ New ❑ Upgrade >"11J LLLI� ��s Address: • �463N PARK, GIRCLC%_Gr1UGlAK-��K-�IgSff/ ABSORPTION FIELD --- -- Phone: 3$°1 •- Z'4q O No. of Bedrooms: �L" 68 _0 Z,(a f s� O Deep Trench Shallow Trench ❑Bed ❑Mound O Other — LEGAL DESCRIPTION I Soil Hating: 2 e GPD/Sq. Ft. Total Depth from original grade : L.'a✓•,i -^ 7,0' Lot: f Block: {{ Subdivision: dl �A11�IJTE'A. PARK.'� Depth to pipe bottom from original grade: 4F 1 Gravel depth beneath pipe � 1 • � �r - O Ft. .C7 Ft. Township: Range: Sectio: Fill added abVve originill grade: Gravel length: ` I A I Ft. Ft. --_ WELL'• New ❑Upgrade Gravel width: 5 1 Number of lines: Distance between lines: 17x15' //d Classification (Private, A,B,C): Total Depth: Cased To: etAs "{�" _d FL Ft. Total absorption area: _ 3 F 30. Ft. I Ft. Pipe material: Asan f 810 Driller: rb filled: Static Water Level: Ft. Installer: $ P. EKCgllYrl.1G led: Date stalled: 'Z1 �Sq "• 1 Z(v nq Yield: Pump Set at I Casing Height Above Ground: TANK GPM Ft. Ft. SEPARATION DISTANCES Rseptic ❑ Holding ❑ S.T.E.P. _ To Septic Absorption Lift Holding Public/Private Manufacturer: Capacity in gallons: From Tank Field Station Tank Sewer Lines Well "Zaol+ 1Material: Number of Compartments: SurfaceLIFT Water 1001.} led .f "- STATION LotI•} Line !fp —Lit_ t : I �• �r .s ---. _ Size in ons: Manufacturer. .'Pump on" level at: "Pur7pref�7wel-a High water alarm at: Foundation ,�_ ,__,. Curtain 11 L Pump A Electrical Inspections performed by: Drain Remarks:LiI ia'� LINI—IJ1AUCk *0 BENCH MARK ua�t_E of Pctc t_r. •nom Location and Description: 'r(3m i`oe e)C rk.wr pori -C14 .� AND L NE5 PRIar7&_To N20 Ctase T pliwr 114 1ArJiL WL-: L,Lra'T80 Assumed Elevation: 100.0 0n ENGINEER'S SEA A,,,�.^.^•^ Inspections performed by: _ A •W A, i INC, Dates: 1st I 21 , ••^,.•• .•• 2ndJ h �:. •... ...... ..� ••; fie, •/; of A. Gornea 1 Department of Heal and Human Services approval �y`;;°e• E•7933 Reviewed and approved by: Date: � � '3 — 72-013 (Rev. 9/91) MOA 25 PERMIT NUMBER: SW990002 AS -BUILT DRAWING PARCEL IU NUMBER: 051-491-51 A __8 C FCO 14.9 - ST1 13.2 23.0 - ST2 14.2 27.5 - I QBL1 l5agl 28.6 - 1 DBL2 17.1 28.7 - C04 13R 77.6 28.7 I -'-- 001 23.9 22.5 = TH#1 CO2 24.3 23.0 CO3 24.0 14.4 Ml'1 27.Q � 26.1 I 4 d C04 46.Q 51.3 myp'sA�L OBLi D NEW GRAINFIELD APPROXIMATE LOCATION �)F M.O.A. GROUNDWATER ®9 M.B.A.NG TUBE PARK CIRCLE •01 INSrALLEO B}1L4- 8 "y/��p(g RUN VALVE BR MT / /% / F-MpROXINAiE LI r OF WATER SERVE 6 PER HOMEOV NEW 1000 GALLON SEPTIC TANK - -- ,P' 1 30' DMNA0E EASEVENTJ MSUNC. ORANFlELD TO 9E .,�D USED AS A RESERVE SKE }`- 20' UIILRY FISEMENT (EXACT LOCATION 15 UNNNIWN) T -- I ra A° rPhK 971%1+/ R2P Of f9! K 95.91 F I 95.69 1000 6&WN Dorromod %TIC TANK I�RDorroMor IN,if�15.17 CAW -94,94 1161 ^ 90.92 ALASKA WATER AND WASTEWATER CONSULTANTS, INC. 6901 DEBARR ROAD SUITE 2B. ANCHORAGE, AK 99504 PHONE: (9D7) 337-6179/FAX: (907) 338-3246 LEGAL DESCRIPTION: WYNTER PARK SUBDIVISION #1, LOT 2, BLOCK 1, TYPE OF WORK: AS -BUILT OF SEPTIC SYSTEM UPGRADE PREPARED FOR: PHONE NUMBER: BRUCE MUL.LER 384--2990/240-2725/688-0284 GATE: �� DRAWN HY: SCALE: AGE: 1/26/99 �.L_M. 1 = 40' PAGE: 2 OF 2 — f yess .A. G'hF .� CE -7953 t 41wBP_•• 1111. �•'G t`T'�� Municipality of Anchorage Department of Health and Human Services 825 "L' Street Rick Mystrom, p.0. Box 196650 Anchorage, Alaska 99519-6650 Mayor http://www.ci.anchorage.ak.us February 3, 1999 Jeff Garness, PE Alaska Water & Wastewater Consultants, Inc. 6901 De Barr Road, Suite 2B Anchorage, Alaska 99504 Subject: Waiver Request for Lot 2 Block I Wynter Park Subdivision #1 Waiver Request #WR990005 Parcel ID 4051-491-51 HA990038, SW990002 Dear Mr. Garness: 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 4.0 feet. This waiver is between the north property line and the absorption field. This waiver approval applies to the existing absorption field to property line separation only. Any future 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 343-4744. /Sincerely, Daniel J. Roth Civil Engineer On -Site Water Quality Program OR, MUNICIPALITY OF ANCHORAGE. Department of Health and Human Services On-site Services Section Waiver Review Worksheet WR#�11�gC]L7i2�_ PID# _051--491--51 HA# HA990038— Permit # SW990002_ Date Received: Feb 2, 1999 Legal Description: _Lot 2. Block 1 Wynter Park_#1 _---- Engineer: Jeff Garness, PE, Alaska Water -& -Wastewater Consultants, Inc-. - - - 6901 De Barr Road, Suite 2B, Anchorage, Alaska 99504 — Applicant: Bruce Muller Waiver Requested: Lot line waiver of 4 feet from the new absorption field to the north property line. Criteria: 1. - Geology: A. Water Table B. Soil Sorption C. Permeability D. Water Table Gradient E. Horizontal Separation TOTAL: 2. Special Conditions: 3 Other: Points: Waiver is Granted: _ Waiver is NOT Granted: ---- List Conditions or Reasons for. above: L. � iT c �e pF• j u 3 7-/ Fi�A T l ��—----------- Date: 2-3 –92_ —_— ay. OWN --_— Name of Reviewer �s o Rec #:6.4¢66 —Amount: $-9021--- Date Paid: 1 -2 7-- - Alaska Water & Wastewater Consultants, Inco 6901 Debarr Road, Suite 211 — Anchorage — Alaska 99504 Phone (907) 337-6179 — Fax (907) 338-3246 February 1, 1999 �e Municipality of Anchorage 10Y " Gip Department of Health & Human Services °airh�'ryu� /y,99 P.O. Box 196650 Anchorage, AK 99519••6650 S0ree REFERENCE: Lot 2; Block 1; Wynter Park Subdivision #1 Properly line waiver request Request you issue a four (4) foot property line waiver from the new absorption field on the referenced property to the north property line. The property to the north, Lot 3, Bk 1, Wynter Park, is served by a community water system and the water service line is much greater than 25 feet away the new septic system. No stand pipes were visible on the septic system which serves Lot 3, Bk 1, Wynter Park; however, according to the MOA inspection report, it is 25 feet from the closest lot line. In short, we do not anticipate any adverse effects associated with the issuance of this waiver. The lot line was surveyed by a registered land surveyor prior to construction. If you require additional P JAG/jlm please contact us at 337-6179. MUNICIPALITY OF ANCHORAGE Department of Health and Human Services (, On -Site Services Program �� 825 L Street, Room 502 P.O. Box 19 ' \ 6650, Anchorage, AK 99519-6650 '\` (907) 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Upgrade Date Issued: Jan 14, 1999 Expiration Date: Jan 14, 2000 Permit Number: SW990002 Parcel ID: 051-491-51 Legal Description: WYNTER PARK #1 BLK 1 LT 2 Design Engineer: 0041 AK Water & Wastewater Consulta Site Address: 024034 PARK CIR Owner Name: Bruce Muller Lot Size: 33063 SQ. FT. Owner Address: 24034 Park Circle Total Bedrooms: 3 Permit Bedrooms: 3 Chugiak , AK 99567 - This permit is for the construction of: [] Disposal Field E 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 DHHS at least 2 hours prior to each inspection. Provide notification by calling (907) 343-4744 ( 24 hours ). ( Not required for a Water Supply Permit only ). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. Received By: Issued By: Date /-/-�t-9% Date: / /`, �y Alaska Water & Wastewater. Consultants, Inca 6901 Debarr Road, Suite 211 — Anchorage — Alaska 995U4 (907) 337-6179 — Fax (907) 338-3246 Consulting Engineers January 4, 1999 Municipality of Anchorage Department of Health & Human Services Division of Environmental Services On -Site Services Section P.O. Box 196650 Anchorage, Alaska 99519-6650 Ref: Septic Upgrade Design for Lot 2, Block 1, Wynter Park Subdivision 41. To whom it may concern: The existing 3 bedroom trailer is served by a private septic system and a conununity well. The existing drainfield does not meet municipal standards and must be upgraded prior to the sale of the property. A test hole was excavated to the north of the existing septic system Comments regarding the proposed upgrade design are summarized as follows: 1. SOILS: Attached is a log which shows the soil profile and the percolation test result. The proposed upgrade is to be designed around a 30 feet radius of test hole 41. No groundwater was encountered during the excavation of the test hole. One soil percolation test was performed at 5.5 to 6.0 feet which perked out at a rate of <1 minute/inch. During the site visit with your department.to inspect the existing trench, the need for a sand filter was discussed. We both agreed (Dan Roth and Jeff Garness) that a sand filter should not be necessary since there is a significant quantity of sand present. A grab sample has been taken and can be provided if necessary. 2. TRENCH DESIGN: a. Percolation Rate: <1 minutes/inch 1.2 gallons/day/ft/ b. Allowable Application Rate: c. Number of Bedrooms: 3 d. Design Flow: 450 gallons per day e. Minimum Absorption Area: 375 ft2 f. Effective Depth: 3 feet h. Width: 5 feet i. Reduction Factor= 0.58 j. Length: 45 feet j. Effective absorption area = 388 fi2 (>375 ft2 OK) k. Maximum depth = 7 feet 3. SURFACE WATERS: There are no surface waters within 100 feet of the proposed upgrade. 4. TOPOGRAPHY: In the area of the proposed septic upgrade, the grade is mostly flat. In short, there are no slope concerns. I am unaware of any adverse impacts this installation would have on adjacent wells or septic systems. If you have ar;� questions, please contact me at 337-6179, or 244-9612. Thank you for your assistance. / P.E., M.S. r LOT 20, BLOCK 3, l EARL. RAY S/D i CtJ , U /� LOT 21, BLOCK 3, \\ � EARL RAY S/D C) LOT 29, BLOCK 1, LOT 28, BLOCK 1, BLOCK WYNTER PARK S/D #1 WYNTER PARK S/D 1 VIYMER2F'ARK S/D 7. iHi --- PROPOSED SEPTIC UPGRADE (SEE DESIGN, PAGE 2 OF 2) EXISTING'// LOT 22, BLOCK 3, SHSPP-- w EARL RAY S/D A EXISTING SEPTIC SYSTEM i Ian°' WE 'i LOTI 23, BLOCK 3, EARL RAY S/D 1 U �J Maac°� LOT 4, BLOCK 1, WYNTER PARK S�D 41 SERVED BY A PRIVA E SEPTIC AND A COMMUNITY WELL CIRCLE 1 ySTH � ES(1S11NG � �7 3 BEDROOM :XISTING `—SHED N'Po%IhUTE IOCATION OF KEY 00%jjSEMACE GARAGE LINE PER HOO'HNER Lt1 >1 TRACT 3, WHALEY SUBDIVISION �I TRACT 2A, WHALEY SUBDIVISION ALASKA WATER AND WAS'ITN TER CONSULTANTS, INC. 6901 DEBARR ROAD SURE 28, ANCHORAGE, AK 99504 PHONE: (907) 337-6179/FAX: (907) 338-3246 WYNTER PARK S/D #1, LOT 2, BLOCK 1 SITE PLAN PARED FOR: PHONE NUMBER: BRUCE MU LLER 384--2990/240-2725/688-0284 DRAWN BY: SCALA PAGE: -1/4/99 J.L.M T 1 = 100' —1 OF 2 r - ... J. y . Ga ss,: m CE 7953 k m� 011 �e,. • ...... ' • c S�v� I i I I I I I I EXISTING DR USED AS A (EXACT LOCAT II I I I I I �I I I FLOWI I IS UNKNOWN) i ry 1 w X Lo5 L CO MONITORING BY 5 FEET WIOE (MINIMUM) BY h5 FEET LONG. ADD 3 FEET OF CLEAN, WASHED SEVIER DRAINROCK. PARK MT -" CIRCLE TH( INSTALL DBL CO PROPOSED GALLON TANK SEPTIC TANK —INSTALL FCO GIN Qp�cAtic SEPTIC TANV TO BE A13ANDONNED COMPL APPROXIMATE LOCATION OF WATER SERVICE UNE PER HOMEOWNER. (SEE: NOTES) .30' DRAINAGE EASEMENT - 20' UTILITY EASEMENT - NOTES: 1. THE CONTRACTOR SHALL HAVE THE NORTH PROPERTY LINE FLAGGED BY A REGISTERED IAND SURVEYOR PRIOR TO CONSTRUCTION. 2. THE CONTRACTOR SHALL HAVE THE WATER LINE PROFESSIONALLY LOCATED PRIOR TO CONSTRUCTION TO VERIFY THAT THE 10' SEPARATION DISTANCE BETWEEN THE WATER LINE AND THE PROPOSED SEPTIC UPGRADES WILL BE MET. 3. RAISE SEWER LINE: AND NEW TANK AS NECESSARY TO OBTAIN GRADE TO NEW DRAINFIELD_T— i -----------__-- ALASKA WATER ANI) WASTEWATER CONSULTANTS, INC. 8901 DEBARK ROAD SUITE 2B, ANCHORAGE, AK 99504 PHONE: (907) 337-8179/FAX: (907) 338-3248 WYNTER PARK S/D #1; LOT 2, BLOCK 1, �! TYPE OF WORK: -- a DESIGN OF SEPTIC UPGRADE PREPARED FOR: Q > R: PHONE NUMBER: BRUCE MUILLER 384-2990/240-2725/688-0284 2 OF 2 1/4/99 I.L.M. 1 — 30' B O f re A. nese: I `f%s ' —7953 m� •' SFO 0(� f0�.• ......... c OAO� I w 7 � ! O 6 I J u FLOWI I IS UNKNOWN) i ry 1 w X Lo5 L CO MONITORING BY 5 FEET WIOE (MINIMUM) BY h5 FEET LONG. ADD 3 FEET OF CLEAN, WASHED SEVIER DRAINROCK. PARK MT -" CIRCLE TH( INSTALL DBL CO PROPOSED GALLON TANK SEPTIC TANK —INSTALL FCO GIN Qp�cAtic SEPTIC TANV TO BE A13ANDONNED COMPL APPROXIMATE LOCATION OF WATER SERVICE UNE PER HOMEOWNER. (SEE: NOTES) .30' DRAINAGE EASEMENT - 20' UTILITY EASEMENT - NOTES: 1. THE CONTRACTOR SHALL HAVE THE NORTH PROPERTY LINE FLAGGED BY A REGISTERED IAND SURVEYOR PRIOR TO CONSTRUCTION. 2. THE CONTRACTOR SHALL HAVE THE WATER LINE PROFESSIONALLY LOCATED PRIOR TO CONSTRUCTION TO VERIFY THAT THE 10' SEPARATION DISTANCE BETWEEN THE WATER LINE AND THE PROPOSED SEPTIC UPGRADES WILL BE MET. 3. RAISE SEWER LINE: AND NEW TANK AS NECESSARY TO OBTAIN GRADE TO NEW DRAINFIELD_T— i -----------__-- ALASKA WATER ANI) WASTEWATER CONSULTANTS, INC. 8901 DEBARK ROAD SUITE 2B, ANCHORAGE, AK 99504 PHONE: (907) 337-8179/FAX: (907) 338-3248 WYNTER PARK S/D #1; LOT 2, BLOCK 1, �! TYPE OF WORK: -- a DESIGN OF SEPTIC UPGRADE PREPARED FOR: Q > R: PHONE NUMBER: BRUCE MUILLER 384-2990/240-2725/688-0284 2 OF 2 1/4/99 I.L.M. 1 — 30' f re A. nese: I `f%s ' —7953 m� •' SFO 0(� f0�.• ......... c OAO� ALASKA WATIzR & WASTEWATER CONSULTANTS INC. 7320 E. CHESTER HTS. CIRCLE ANCHORAGE, AK. 99504 G' PHONE (907) 337-6179 * FAX (907) 338-3246 Q ��..• .S�ppO SOIL LOG — PERCOLATION LEGAL DESCRIPTION: WYNTER PARK SUBDIVISION #1; LOT 2, BLOCK 1, """' ' ' ...• PERFORMED FOR: BRUCE MU LLER _ .,:77 . •••... Q e f e A. am ss; DATE PERFORMED: 12/23/98_ �Q m —7953 o`Q (f et) it 6"-8" ORGANICS TEST HOLE #1 4��@ofoasio6 1 � SOIL CLASSIFICATIONS 2 00 GW ORG 3 GP ML GM CL n> °o h- oo ' GC OL ° ° o SW MH 5a SP CH O° O"fl SIM OH UO o � n b'd'( s °(,° SC °o< GW/SW 7 ° °"°°( V°° °o oo° OU 9 O OHO JV UOD 10 •O -O°p( V(o 12 13-- 14— PER 3 `B.O.H. 14 15 16- 17- 19 61719 PERCOLATION RATE <1 _(MIN./INCH) PERC. HOLE DIA. 6" (INCHES) 20 TEST RUN BETWEEN 5.5 FT. AND 6.0 FT. COMMENTS: * BOTTOM OF MONITORING TUBE ONLY EXTENDS TO A DEPTH OF 10.5 FEET. THE INSUTI SAND IN SOILS SHOULD ACT AS A SAND FILTER_ PERFOMED BY ALASKA WATER & WASTEWATER I, __, CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: DEPTH TO DATE GROUNDWATER _ DRY DATE rSITE PLANT CLOCK TIME NET TIME (MINUTES) 12/23/98 DRY* 1/4/99 DATE rSITE PLANT CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) ////� PROPOSED SEPTIC UPGRADE[ ; (SEE DESIGN, !'AGE 2 OF 2) EXI'.iTING' sNDP�( � / / —EXISTING 3 DEDRODM EXL'iTING TRAILER - SEPTIC SYSTEM SKIED --- PER[. HOLE AHSORI3ED WATER AS FAST i i GARAGE DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) AS IT WAS ADDED. ------- --- PER[. HOLE AHSORI3ED WATER AS FAST G.—AGRE1 =R ANCHORAGE AREA BOR" IGH Department of Environmental Quality 3330 C Street Anchorage, Alaska 99503 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM NAME ��✓i j6°'"��-S MAILING ADDRESS' DDRESPH/ONE ( / LOCATION- ✓r'/L:Lt-S l{i�tZ, ---LEGAL DESCRIPTION °�- 2- SEPTIC TANK: `) / DISTANCE NUMBER OF FROM WELL MANUFACTURER.61lC�t ju"SS . MATERIALL°f11SC��(GS COMP//ARTMENTS_ INSIDE LENGTH_ / INSIDE WIDTH DEPTH__LIQUID CAPACITY G�_GALLONS. Ti2ei�iH SEEPAGE FIT: / �/ NUMBER OF PITS � DIAMETER (MLOR WIDTH � LENGTH �_, DEPTH �O i LINING MATERIAL _ iQ`� CRIB SIZE: DIAMETER__DEPTH_ DISTANCE FROM: WELL _. TOTAL EFFECTIVE BUILDING FOUNDATION_, NEAREST LOT LINE ABSORPTION AREA (WALL AREA) 421 _SQ. FT. ADDITIONAL ABSORPTION WELL.: % TYPE _6)W1wG6w( CONSTRUCTION BUILDING NEAREST FOUNDATION__LOT LINE.— CESSPOOL OTHER SOURCES NEAREST SEWER LINE APPROVED DISAPPROVED _.REMAR DISTANCES: INSTALLED BY: PIPE MATERIAL: P0 s� /roe✓ LOT SLOPE: REMARKS: :p%�L CI`YcZG Form No. EQ -031 DEPTH -- SEPTIC TANK_ DIAGRAM OF SYSTEM DISTANCE FROM: SEEPAGE SYSTEM .y — ✓: �. SCF zP' _ DATE .:`17/ t ? _ APPROVEO�� G.A.A.B. I GREATER ANCHORAGE, AREA BOROUGH �t IInII� DEPARTMENT OF ENVIRONMENTAL QUALITY PERMIT' NO. �I'I� 3330 "C:" STREET ANCHORAGE, ALASKA 99503 W��/� TEL,EPHONE 274-4581 �°4,rto SEWAGE DISPOSAL SYSTEM - APPLICATION AND PERMIT IE OF APPLICANT .- " v+' MAILING ADDRESS _ PHONE ASTALLATION LOCATI(O/j,J, ��i is LEGAL DESCRIPTION ✓/CLICCIGf INSTALLATION OF: SEPTIC TANK L/ / SEEPAGE PIT/ DRAIN FIELD , OTHER TYPE AND SIZE OF FACILITY TO BE SERVED l FINANCED THROUGH p TO BE INSTALLED BY <'�'r�'� �'C-4alIC fix. ft SOIL TEST RESULTS �/ S� V (/L NOTE, THIS PERMIT IS NOT VALID WITHOUT SOIL TEST COMPLETION DATE ANTICIPATED FINAL INSPECTION: Z4 HOUR NOTICE REQUIRED. BACKFILLING OF' ANY SYSTEM WITHOUT FINAL INSPECTION BY THE DEPARTMENT OF ENVIRONMENTAL. QUALITY AUTHORITY WILL BE SUBJECT TO PROSECUTION. SEPTIC TANK SIZE 711 TYPE _ �, /oy (zaJ S SEEPAGE AREA SIZE _ w" n / TYPE MINIMUM DISTANCES, REQUIREMENTS FOUNDATION TO SEPTIC TANK % r FOUNDATION TO SEEPAGE PIT ZO DRAIN FIELD _ SEPTIC TANK TO SEEPAGE PIT WALL / ✓ SEPTIC TANK , SEEPAGE PIT DRAIN FIELD TO NEAREST LOT LINE. WELL TO SEPTIC TANK _- SEEPAGE PIT DRAIN FIELD _ ALSO CONSIDER AREA WELLS. WATER MAIN TO SEPTIC TANK _. SEEPAGE PIT DRAIN FIELD SEPTIC TANK, /ov / SEEPAGE PIT / DRAIN FIELD TO RIVER, LAKE, STREAM. CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF EXCAVATION 5 FEET INTO UNDISTURBED SOIL. T4 INCH DIAMETER CAST IR¢N.S P_HON-PfPES-ON-SEPT16_.TANK AND SEEPAGE PIT .�FITTED WITH AIRTIGHT REMOVABLE CAPS. GRAVEL EIACKFILL CONFORM TO BOROUGH RESiU ATIONS REGARDING INSTALLATION. G,A.A.B. LICENSED OR DESIGNER DIAGRAM OF SYSTEM I CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 26-66 AND THAT THE ABOVE DESCRIBED SYSTEM IS IN ACCORDANCE WITH SAID CODE. Oz'IDATE _ APPLICANT'S SIGNATURE FORM NO. EO -016 Municipality of Anchors On -Site Water and Wastewater Prograt (907)343-7904 CERTIFICATE OF ON-SITE SYSTEMS JG Parcel I.D. 051-491-51 Expiration Date: -7P 14 . 1. GENERAL INFORMATION Complete legal description WYNTER PARK #1 BLK 1 LT 2 Location (site address) 24034 Park Circle, Chugiak AK Current Property owner(s) Byrd Day phone 350-1945 Mailing address Real Estate Agent Caroline Streano Keller Williams Day phone 350-1945 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 C Well ❑ Community ❑ Public Water System ® Public Sewer ❑ Received by ; "d Date i COSA to be released to the engineer, unless otherwise requested by the engineer. COSA Fee $ �oZ//. Date: ' / Date of Payment gl�O�l�d Date Payment of Receipt Number CJI �!$ Receipt Number COSA # 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 NorthRim Engineering Phone 694-7028 Address PO Box 770724 Eagle River Engineer's Printed Name Steve Eng_ 6. DSD SIGNATURE System #1 Approved for System #2 Approved for Disapproved. Conditional approval for 3 bedrooms. bedrooms. Date 8/1/2614 bedrooms, with the following stipulations: /� — ' By: �'°� r�l�"> . r� Original Certificate Date: e5 The Municipalky- T'nchorage Devlopment 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 Septic System Advisory Well Flow Advisory COSA blue sheer 9-1-12. doe X Nitrate Advisory Arsenic Advisory Other 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: /i1JY�✓TF'�Q P�k'�'/ B/ L 2 Parcel ID: OS/ A. WELL DATA /�.$�!C &&,17160 Well type If A, B, or C provide PWSID # Well Log (Y/N) Date completed Sanitary seal (Y/N) _ Wires properly protected (Y/N) Total depth ft. Cased to ft FROM WELL LOG Date of test Static water level ft. Well production g.p.m. WATER SAMPLE RESULTS: Coliform colonies/100 mL Nitrate Arsenic ug/L Date of sample: mg/L Casing height (above ground) in. AT INSPECTION Collected by: ft. B. SEPTICIHOLDING TANK DATA Tank Type/Material _ 59 f'rlr ISrOeV Date installed /-Zig Tank size /006. gal. Number of Compartments Z Cleanouts (Y/N) Foundation cleanout (Y/N) Y Depression over tank (Y/N) Al High water alarm (Y/N) tet/ Date of pumping 71ZSl3 Pumper5-,4,,N / T�S C. ABSORPTION FIELD DATA Date installed ZS 9 Soil rating (g.p.d./lf or ft2lbdrm) /.2 System type T/PEBiVC# Length e -/S ft. Width S ft. Gravel below pipe 3 ft. Total depth 4? SfL Eff. absorption area 388 fe Monitoring tube Depression over field A/ Date of adequacy test Results (Pass/Fail) /�1ss For 3 bedrooms Fluid depth in absorption field before test _0 in. Water added ZSOC gal. New depth-/ 2 in. Elapsed Time: 06'400 min. Final fluid depth d in. Absorption rate >= Y S0 -t- g.p.d. Any rejuvenation treatment (past 12 mo.) (Y/N & type) If yes, give date D. LIFT STATION NA Date installed "Pump on" level at Datum Size in gallons Manhole/Access (YIN) _ in. "Pump off"level at in. High water alarm level Cycles tested E. SEPARATION DISTANCES WELL ON LOTTO: /R-J&1CWAi C-9 Septic tank/lift station on lot Absorption field on lot Public sewer main Sewer /septic service line Meets alarm & circuit requirements? On adjacent lots On adjacent lots Public sewer manhole/cleanout Holding tank Animal containment areas Manure/animal excrete storage areas SEPTIC/HOLDING TANK ON LOT TO Building foundation 5 �* Property line Id �- Absorption field .J® f4 - Water main /4 11+ Water service line Surface water �OO �f- Wells on adjacent lots Zod r ABSORPTION FIELD ON LOT TO- Property line' Building foundation D t Water main �D i Water Service line /D '1 Surface water Driveway, parking/vehicle storage 2� Curtain drain 1160 /A Wells on adjacent lots 00"- F. COMMENTS 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. Engineer's Printed Name _C;nr FNC Date ?Z/ZIW COSA brown sheet_10-10-12.doc t r SioyccnyNV. r".9 '- in. FROM AURORA PROPERTIES IC04141 T 1 f f t � 1 , I t PHONE NO 90 '881310 Feb. 02 1999 04:50PMP3 ig 1 1 , Q, ly t � � ' I f 5 YY l: ra m ei ijt �q ig 1 1 , Q, ly t � � ' I f , ' 1 rN.l Ty ..R.t..p_��v th .'1 CA 64 L wrpmw �"i ' _ �■gi �I, ;yg � Municipality of Anchorage �S Development Services Department /i Building Safety Division On -Site Water & Wastewater Program 4700 South Bragaw St P.O. Box 196650 Anchorage, AK 99519.6650 www.ci.anchorage.ek.us (907)343-7904 CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING " Parcel I.D. 051-49i-51 HAA# H R 0 100 R G 1. GENERAL INFORMATION Expiration Date: 3 - f 3 - O -7- Complete Complete legal description WYNTER PARK SUBDMSION fl: LOT 2. BLOCK 1. Location (site address or directions) 24034 PARK CIRCLE CHUGIAK. AK 99567 Current Property owners) Mailing address Lending agency Mailing address Real Estate Agent Mailing address DALE TURNER Day phone 696-8110 12415 EAST PRINCE OF PEACE DRIVE EAGLE RIVER, AK 99577 Day phone CAROLINE STREANO w/ COUNTRY REALTY Day phone 688-8500 P.O. BOX 671923 CHUGIAK, AK 99567 Unless otherwise requested, HAA will be held by DSD for p/ckup. 2. NUMBER OF BEDROOMS: 3 3. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well ❑ Individual On-site Individual Water Storage ❑ Individual Holding tank ❑ Community Class "A" Well ® Community On-site ❑ Public Water System ❑ Public Sewer ❑ The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of Health Authority Approval (HAA) based only upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. Certificates of Health Authority Approval are required for the transfer of tille (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 sample results less than 30 days old. (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. Note: Alaska Water and Wastewater Consultants; Inc shall be paid $610.00 at, or prior., : to closing for the engineering seivlces provided i 4.. STATEMENT OF INSPECTION BY ENGINEER ,; r As certified by myseal affixed hereto and as of the validation dat:e shown below, I Verily that my, Investigation, based on procedures outlined In the Health.At;Vw lyApproval Guidelines for this application,' , shows that the on-site water supply and/or wastewater disposal system Is(aie) safe; functional and adequate for the number of bedrooms and type of structure indicated hereln. 'I further verily that based on the Information obtained from the Municipality ofAwhorege Abs and from my in vestige and Inspection, the on-site water supply and/or wastewater disposal system ls(eie) In compile nco with all applicable MunldpaI and State codes, ordinances, and regulations in effect at the time ofinstaliafton. ., Name of Finn ALASKA WATER do WASTEWATER . CONSULTANTS, . INC.,, Phone 337-6179 Address 6901 DEBARR ROAD, SUITE2B-' ANCHORAGE, AK 99504 Engineer's Printed Name JEFFREY, A. GARNESS; .P E Date % 0� Engineer's Comments: in conducting this evaluation, AWWC Inc. attempted to provide i thonwgh, 00o6o�4pp4 ; conscientious engineering analysts of the system in accordance wiM ADEC and MCA o DSD Guidelines a Regulations. The reported results described the performance of the system under the conditions encountered at the time of ft testi and separation distances measured to readily Mentfiable features. The operetional ftle of all wells and septic systems depend on the local soils condition, grourdwaterlevsis that may: ......... :........ t.... fluctuate during the year, and the water usage of the familybeing served by the system. These conditions are outside the control of the evaluator of the system. Satisfactory pest. results do not guarantee future performance ofthesystem, nor dodwguarantseMet OO ' Je re A. Garnessr i Moro are no hidden defects or encroachments. AWKV, Inc. can Marefore not provide Q ° —7953 any warranty or future estimate of how long the system will continue to meet the OQ cparagonal requirements of the ADEC or MOA DSD. The content of this report Is for �0°dProfee.lo� the sole benefit of the ownergsted above. AnyraUence upon or use of this report by any OpOpp000fo other person orparty is not authorized, nor will it conforanylegal right whatsoever. 5. DSD SIGNATURE YtOFfr/'%//_� Approved for 7 bedrooms.`��C+��P , .. • . , Cy0 `J • • ON-SITE •• •'� Disapproved. WATER AND r Conditional approval for bedrooms, with the filowing stipulations WASTEWATER o^•,• PROGRAM A�S0l Attachments: HAA Checklist Manitenance Agreements Septic System Advisory Supplemental Engineer's Reort Well Flow Advisory Other By: le�K✓ irl • t— Z Original Certificate Date: 3 ' / 3 ' 0 1 QW.IZU) Oil Municipality of Anchorage Development Services Department Building Safety Division O"Its water a wastewater Program 4700 South Bragew SL P.O. Box 198850 Andiorage, AK 99819-8650 vrWNtLandhorage.akus (907)943-7904 HEALTH AUTHORITY APPROVAL CHECKLIST LegalDeaaiptloM WYNTER PARK SUBDIVISION ri1: LOT 2. BLOCK 1. Parcel ID: 051-491-51 A. WELL DATA Well type A• KA, B, or C provide PWSIDN 2,1431 Date completed Sanitary east Total d Cased to fL FROM WELL LOG Date of test Static wafer level R uc tion g.p.m. WATER SAMPLE RESULTS: Conform colon"MOOad. Nitrate mgJL. by, B. SEPTICMOLDING TANK DATA Tank Type/Materlal STEEL Tank size 1000 gal. Number of Compartments 2 Foundation deanout (YIN) NS Depression over tank (Y" NO Wen Log properly protected (YIN) Casing heW (above ground) in. AT INSPECTION R g.pm. Date trnstaned 1/21-26/99 Clearwuts (YIN) YES High water atamh (YIN) N/A Data of pumping 3/8/2001 Pumper JR'S PUMPING C. ABSORPTION FIELD DATA ml. Date installed 1/21-26/99 Solt rating G.p.d A'/bdrm) 1_2 System type TRENCH Legh 45 R Width 5 fL Gravel below pipe 3 fL Total depth •a.4 fL EH absorption area 388 R' Monitoring tube YES Depression over Held NO Data of adequacy test 3/2/2001 Results (Pass/FaIQ PASS For 3 bodrooms Fluid depth In absorption field before teat 2 in. Water added 676 gal. New depth 7 in. Elapsed Time: 15 min. Final Auld depth 0 in. Absorption rate >• 450+ g.p d. Any rejuvenation treatment (peat 12 mo.) (YM & Mn) NONE KNOWN K yes, give date — D. LIFT STATION Date Installed Size in gallons 'Pump on• level at n. E. SEPARATION DISTANCES High water aterm levet at in. Cycles tested Meets alar S circuit requirements?- SEPARATION equirements SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tanknifi station on lot Absorption field on lot COMMUNITY WELL On a*cent 0 Public sewer main Public sewer manhole/cleanout S e ce pne Holding tank SEPARATION DISTANCES FROM SEPTICIHOLO1NG TANK ON LOT TO: Building foundation 5'+ Property One 5'+ Absorption field 5'+ Water main 10'+ Water service One 1 O'+ Surface water 100'+ Weds on acUacent kft 100'+ �s SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: *WAIVER WR990005 Property One *4 . Building foundation 10'+ Water main 10'+ Water service One 10'+ Surface water 100'+ Driveway. parldripehlge storage 50'+ 2. Curtain drain NONE KNOWN Wells on ecQscent lots 900'+.a•5 limdielTlTF4111-1 0. ENGINEER'S CERTIFICATION I car* that I have determined through field krspecllons and ♦'7w review ofMun/dpal records that the above systems are M ......... .... ... ..... conformance with MOA HAAgu/dellnes M ed'ed on Nmis date. ' e .Gamess;' Engineers Pri Name JEFFREY A GARNESS �A 7953 Date 3 4 0/ •.•d' ••.......•• �•/a•w�d ww Fee $ 300 . Date of Payment 3 - 9 -o r Receipt Number Mo. 12w) Waiver Fee $ Date of Payment Receipt Number Ml1NICIhALITY OF ANCHORAGE ^? Parcell D;# 051-491=51 4 ' hIAA# E 0, CXILL .3 1. . GENERAL INFORMATION is n; Complete legal description;_wyntor Park' Subdivi cion #1 . 7 Lot2; 'Block 1 ; Location (site address or directions) -034 Park Circle Property owner iirilrP M111 1 er _ --� Day phone -384-2990 •'Mailing address _24'034 Park Circle Chuaiak AK 99567 — Lending agency Day phone Mailing address--- Agent Caroline Streano w/ Aurora Prop.Day phone 688-4939 Peters Creek Business Park Chugiak, AK- 99567 Address _— — Unless otherwise requested, HAA will be held for pickup. 2. NUMBER OF BEDROOMS: _ 3 3. TYPE OF WATER SUPPLY: Individual well Community well ^xx 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 _xx Bolding 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(Rov.1/91) From MOAR21 5. STATEMENT OF,r INSP TION BX:tENGINEER VDVl 1 Ll try . Address S`2B Engineer's signature 01VDate 2 Alaska Water & Wastewater:Consultants;.Inc. shall be paid $2255.00 at closing for; the q�A engineering services provided. The invoice .+"''OF �© was submitted to Aurora Properties on 1/26/99.4, 9S IV !a YA. Gamma •j �� DHHS SIGNATURE _ Pa+ rT� CEJ939 1 rF •y,.......•° ��s _ Approved for _ bedrooms. ®. R F. SO Disapproved. Conditional approval for Additional Comments a bedrooms, with the following stipulations: 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 Alaska. The DHHS does this as a courtesy to purchasers of homes and their lending institutions in orderto 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. 72-O26(Rw.1i91) Beck MOAR21 - D. LIFT STATION N /j Date install@d Size in Manhole/Access (Y/N) High water alarm *Datum E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic/holding tank on lot __ 7_00` fi at* _ ".Pump off' level at* On adjacent lots Absorption field on lot _ Zoof•i-_ On Public sewer main Public sewer manhole/cleanout Lift station SEPARATION DISTANCES FROM SEPTIC/SWM TANK ON LOTTO: I Foundation S Property line 40 I: Absorption field O� f- 1 1 Water main/service line 10 1 4 _Surface water/drainage _ 100 -1- _ Wells on adjacent lots _ 1150 SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOTTO: I1: Property line _4 _ Building foundation _ 1 I —Water main/service line _ In 1 -i - Surface water _ 001'1- _ Driveway, parking/vehicle storage area 30 Curtain drain N0d6 IC_ ,* WAIVE C9RRN-TL--0 Fg`f F. ENGINEER'S CERTIFICATION 1 certify that I in conforman Signature Engineer's - Wells on adjacent lots 01 R RAUT inspections and review of Municipal .s in effect on this date. Date ----- ane.,. Ewa. HAA Fee $ ;,75_ ( Waiver Fee $/ _ / q Date of Payment L� it /Z I c7 / l Date of Payment Receipt Number! �b Z L� Receipt Number._ 'Z 72-026 (Rev. 3/96)* RECEIVED Municipality of Anchorage JAN 2 7 0*1999 DEPARTMENT OF HEALTH & HUMAN SERVICEANICIPALITYOFANCH Environmental Services Division ENVIRONMENTAL SERVICES 825 L Street, Room 502 • Anchorage, Alaska 99501 (907) 343-4744 Health// Authority Approval Checklist Legal Description: W'/O*EK PA2K S[pI Lo f__ Parcel LD.: o5l — q q I S' I / Bwu< I i A. WELL DATA 60P%r+lvrj''rY WATcrc SYS'rc�t Well type Loris n A" If A, 8, or C, attach ADEG letter. ADEC water system number Z 11 49 Log present (Y/N) Total depth Sanitary seal (Y/N) Date completed Cased to FROM WELL LOG Casing height (above ground) Wires properly protected (Y/N) AT INSPECTION Date of test Static water level Well production g.p.m. g.p.m. WATER SAMPLE RESULTS: Nitrate Date of sample: B. SEPTIC/"k*%4j&TANK DATA Collected by: Other bacteria Date installed I Z 1 z6 f 1 Tank size 1000 Number •ofII Compartments Z- Cleanouts (!)N) `�rr S Foundation cleanout �1) i(Yo'vS Depression (Yb High water alarm (Y I� /L0 Date of Pumping N lav, Pumper C. ABSORPTION FIELD DATA Date installed ►/zI -'iSoil rating p.d./ft ori) ) 2 System type ''rRenle 4 m Length `i51 Width C Gravel thickness below pipe .R i Total depth i1 %• S t d-1 Effective absorption area '' `91680 Monitoring Tube present ON)yt� j < Depression over field (YI Mo Date of adequacy test N e"s Results (Pass/Fail) For 3 bedrooms Fluid depth in absorption field before test (in.); Immediately after= gal. water added (in.): Fluid depth (ins) Minutes later: Absorption rate = g.p.d. Peroxide treatment (past 12 months) (Y/N) If yes, give date 72-026 (Rev. 3/96)* <%ice ✓I PrI �'C. 0 V LL (,elCyt �� 'e/i✓C,)-> Pw i APPLIC ST FILLS OUT UPPER HA ®l NLY f,roperty Owner K_J l.J� T I Phone � /y'/LI /=�� ery Mailing Address /" �. -� `=:. ri'/(•� 4�Z P de ! c� r., 4- 7 l5f`t Buyer 1 L' e L Lt --vest L._. t,61-ev L Y'. %�rz77C k Address 2 Ci / Lt ��J�r�� !'/).rLt4 ZIP/Code Lending Institution-� Y),, •t_ I Yom.--� �V ��f-1'�lN C_ �"� C ♦�- C"� rv� 1,t-�Y�{^ � Phone ff I1 Address, 1 w l;,i�,. �(�F•F• 1- r�e� , t-c2X 4 -U-'`l b�1"tiC`zl Code <7r j� Realty Co. &Agent q/ 1 IrU! �%-L-r t� lOr�,�/it'`.=°) Phoned%i� Address% J / int=t/.VV~1 1%�Y �GC-C�,RrJ�'Zip Code Legal Description Street Location Type of Residence'{ IX,Single Family ❑ Multiple Family No. of Bedrooms Cl Other Water Supply ❑ Individual ,K Community pn wrU W A'tf y— C J ATTACH WELL LOG. A well log is required for all drilled since June 1975. For wells drilled prior to that date, give woll depth (attach log It available). ❑ Public Utility Sewer Disposal Individual ., <- p P,L- Year Individual Installed _ -- ❑ Public Utility When Connected to Public Utility: ❑ Holding Tank NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. Time Time Time Time Date Date Date DateW@dQ Inspector Inspector Inspector Inspector Field Notes: � r � ? < i `ij) It. I ILJ' Gl 4� II AUG 3 1983' "Municipality of Nnc!,'': ." "Dept. of milonment; ('-4APPR ED BEDROO 'CONDITIONS OF APPROVAL ( I DISAPPROVED ( 1 CONDITIONAL APPROVAL' 5 DATE -2_/G--� BY: C /'- CD Soils Rating Date Sewer Installed Well To Absorption Area Well Log Received ._. .. Well to Tank Septic Tank Size 72 023 Imazl it 9 EXCAVATION WORK Perkins Realty ATTENTION: Georg�e Perkin Dear Mr. Perkins, August 8, 1983 Reference: Lot 2; Block 1; Wynterpark Subdivision #1 ROBERT A. SHAFER CIVIL ENGINEER 694-2979 A sewer system adequacy test was performed on the system located on the referenced property as you requested. The septic tank was_pumoed and verified to have a capacity of 1000 gallons. The drainf:ield was tested by a continuous flow o-E'waf–er over — a period of 48 hours without any adverse effect on the system. It can be concluded from this test that the waste water disposal system serving the three bedroom trailer located on7this property is currently functioning adequately, However-, the system cannot: be TuaranL•eec1-against--su'5seque'nf-£-ailure. If we may be of further service, please do not hesitate to call. ere . SHAPER, P.E. ss cc: Municipality of Anchorage Department: of Health and Environmental Protection SRB 196X EAGLE RIVER, ALASKA