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Home My WebLink AboutT15N R1W SEC 5 LT 22T15N RIW Sec 5 Lot 22 #051-032-18 Municipality of Anchorage .r Development Services Department Building Safety Division —r ; \ On -Site Water 8 Wastewater Program, 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519650 www.ci.anchorage.ak.us (907) 343-7904 Page 1 of 3 On -Site Wastewater Disposal System and/or Well Inspection Report Permit Number. SW060333 PID Number. 051-032-18 Name: THOMAS WILLIAMS Wastewater System: ❑ New ■ Upgrode Address: ABSORPTION FIELD 22433 MARGARET MIELKE STREET a CHUGIAK, AK 99567 Phone: No. of Bedrooms: (530) 892-9812 2 O Deep Trench O Shoibw Trench Bad a 1Aound OOther LEGAL DESCRIPTION sea Reye: 0.7 WO/sq. r.. Tota Depth nam arlpaal e'aa•: SEE DWG. rL Block: Lot: Subdivision: Depth to pqe bottom sem er{pa.I pees: Gravel NOth berwoth pk.: 0.5 — 22 — SEE DWG. rt rL Township: T15N Range: R1 W Section: 5 sal egad ekave erlpinal peas' 46 SEE DWG. rL rt Gro,a eieth: ni.nee, of en..: Distance set Sww WELL: ❑ New ❑ Upgrode 10 Ft.2 .— — Ft. Cy fiaatyn weal., A9.0 . Total Dra t:o..d Te: Tota ab,,Vtbn ane¢ Ineterlal: D 3034/ F-810 ,% n. r< 460 so. r static weer Lw*: W~ DL ENTERPRISES We M~.. 10/13/2006 prays \C�\\-� Dole praise: EX 7 Pu'° W AL Ga.,, ""ht Am greens` TAN K GaY R R SEPARATION DISTANCES ■Septic 0Holding 0S.T.E.P. ODther 7o Septic Absorption Lift Holding Ec/Pdvote Yaredoclw.r. ANCHORAGE TANK DapaaN' h tro+•^•: 1250 From Tank Field Station Tank s..« ul., Well 100'+ 100'+ — — 25'+ Yat.na: STEEL thin*., a aamPw ta,2 Surface water 100'+ 100'+ — — — LIFT STATION Lot Line 5'+ 10'+ — — — Sig. In eeoro: Yawleelw,r. an W.w aL ump ell e: Nigh ea.r ayrm e: Foundation 5'+ 10'+ — — — pIInW Yate k E40" ing;, iar. podo n ed br. Curtain Drain NONE KNOWN Remarks: OLD SEPTIC TANK AND DRAINFIELD WERE BENCH MARK Lepetyn and Deevlptyn: PUMPED, CRUSHED, AND COMPLETELY ABANDONED. TOP OF CONCRETE SLAB ® BACK DOOR •..am.a Ey.e.n. 100.00 pt Inspections performed by: GEG, Ltd. Dates: 1st 10/11/2006 ENGINEER'S SELL 10/13/2006�-Uh 3rd Development Services Department Approval ..........p Reviewed and approved by: Date: • ......• n•••• OQ •• f y rness: p CE -7953 `FSO -.401 a o �c� lvI Reviewed and approved by: Date: �'30"� C 4��oarafea (R.r. 4/06) ��OOooO� NUMBER: PARCEL ID NUMBER: PERMrTSW0 AS -BUILT DRAWING I SW060333 051-032-18 TOP OF TANK AT INLET - 95.69 INVERT OF BUNG AT INLET - 95.08 TOP OF SAND . 94.00— ) 4.00— ) 0 87.48 ON 10/3/2006 RELATIVE ELEVATION OF BOTTOM OF TESTHOLE - 85.48 INSULATION r FINAL GRADE - 99.12-99.26 / ST2 � TOP OF TANK / AT OUTLET - 95.69 NEW 1250 GALLON SEPTIC TANK —FINAL GRADE - 99.00-100.03 2 FEET OF MOAt'.! APPROVED SAND FILTER •taip BOTTOM OF BED 91.98— RELATIVE 1.98— INVERT OF BUNG AT OUTLET - 94.89 FABRIC GARNESS ENGINEERING GROUP, Ltd. p CONSULTANTS 6 GENERAL CONTRACTORS O ani L neat fao, fort 101 • rciorvcr. r favor • wa.c (forpn�m • f•f (WrA :4• • fo92 ....w�+••4•�M••^ PREPARED FOR: PHONE NUMBER: PAGE NUMBER: Q THOMAS WILLIAMS 694-9125 3 OF 3 LEGAL DESCRIPTION: DRAWN BY: T15N, R1W, SEC. 5, LOT 22 B.F.M. TYPE OF WORK: DATE' PROFILE DRAWING FOR SEPTIC SYSTEM UPGRADE 1 10/18/2006 (R..0iM5) ORIGINAL GRADE 99.98 DISTRIBUTION - 94.50 y•.��•�nessl CE 79 3 fo�?3/O� cc�o�O PERMIT NUMBER: AS—BUILT DRAWING PARCEL ID NUMBER: — SW060333 051-032-18 NOTE: MEASURED DISTANCE FROM EDGE OF WELL TO EDGE OF STI WITH A TOPCON TOTAL STATION AT 104.46'. ROBERT JOHNSON 11/6/06 SURVEY INCORRECTLY SHOWS THE DISTANCE TO BE 100 FEET. ALTERNATE SITE �1— GARI,GE NEW O GALLON SEPTIC TANK \ \ DBL 1k2_ NEW DRAJNFIELD II •' 1% : ' ? DBL 3h4 . •. .... •+. •. A \ \ G0' \ / I •', '.f i �, EXISTING 2 \ i BEDROOM HOUSE \ C \ ,•f NEW tU 1 >'.' •a: ,.. WELL 1 L— ------------------- — I I •,'•. / GARNESS ENGINEERING GROUP, Ltd. 4 '.�¢ CONSULTANTS E GENERAL CONTRACTORS O" •....... ' ""' 3"' L n AWA fort 101 • .MHCMoc M N501 • Hat (007W?- '" • ru, (907)�o • t w 4w"sw4.'r+Va••, O PREPARED FOR: PHONE NUMBER: PACE NUMBER: • • • • • ...... • ....... • • • THOMAS WILLIAMS 694-9125 2 OF 3 Q 15 '•• rness.• LEGAL DESCRIPTION: DKAWN BY: Qr E-7 53 •' \FG T15N, R1W, SEC. 5, LOT 22 B. M. 00/ss''11�.q�46 X00 TYPE ID F WORK: DATE: �QOOPrOQsslot, AS—BUILT FOR SEPTIC SYSTEM UPGRADE 11/9/2006 (Rw. OV05) ISD O C(D 0353 051- 03,P-- IS (907) 357-7987 fax ACE IVA TER HELL DRILLING A subsidiary ojACE Ventures, Inc. P.O. Box 520090 1167 N. Knapp Dr Big Lake, Ak. 99652 (907) 376-7987 (907) 354-1398 cell Well (Tuner: Thomas Williams Use of Well: Domestic Location: B.L.M Lot 22, within 15NIW15 A.IGA 22433 Margaret Mielke Date of Completion: 11/03/06 Job N 06-117 Drilling Method: Air Rotary Size of Casing: 6" Depth of hole: 101 feet Cased to: 101 feet Static Water Level: 18 feet below land surface. Finish of Well ( ) Open End (X ) Grout/Seal ( ) Screen/Liner ( X ) Perforated Describe screen, seal, or perforation: Perforated 62 to 67 feet. Bentonite lop dump grout seal. Well Pumping Test at 10 Gallons per ( ) hour (X ) minute. Suggested Pump setting depth: 90 feet from lop of casing. Method of disinfection: Chlorine tablets Depth in feet from casing .to Details of Formations/size/color/ etc 0 to 2 feet Casing stick u 2 to 35 feet Silty ravel cobbles 35 to 45 feet Sandy silty ravel — dam 45 to 60 feet Silty clayey ravel 60 to 72 feet Sandy silty ravel 72 to 101 feet Silty clayey ravel / 1v%� I zI 07 06 02:36p Jim Sullivan 907 ARCTIC PUMP & WELL INC. Jim Sullivan PO Box 770197 Eagle River, AK 99577 (907) 688-2510 November 7, 2006 Gamess Engineering FX 338-3246 R.E. T15NR1 WSEC5LT22 On 11-4-06 and 11-07-06 We abandoned 2 wells on this property We also installed MOA well sea] on the new well. Please feel free to contact me with any further questions. Sincer ly, Vin Sullivan p.l MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water b Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519.6650 (907) 343-7904 ON-SITE WATER SUPPLY PERMIT Renewal Permit Number: SWO60353 Legal Description: T15N R1 W SEC 5 LT 22 Design Engineer: 0000 NONE NEEDED Owner Name: ESTATE OF THOMAS WILLIAMS Owner Address: 22433 MARGARET MIELKE STREET CHUGIAK , AK 99567-0089 Date Issued: Oct 30, 2006 Expiration Date: Oct 30, 2007 Parcel ID: 051-032-18 Site Address: 022433 MARGARET MIELKE ST Lot Size: 108900 SQ. FT. Total Bedrooms: 2 Permit Bedrooms: 2 This permit is for the construction of: ❑ Disposal Field ❑ Septic Tank ❑ Holding Tank ❑ Privy ❑✓ Private Well ❑ Water Storage All construction must be in accordance with: 1. The attached approved design. 2. All requirements specked in Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72 ) and Drinking Water Regulations (18AAC80 ). 3. The engineer must notify DSD at least 2 hours prior to each Inspection. Provide notification by 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. 5. The following special provisions. -THE INSTALLATION OF A WATER WELL SHALL MEET ALL THE ANCHORAGE MUNICIPAL CODE 15.55. PLEASE SEE THE ATTACHED SHEET "PERMIT REQUIREMENTS FOR A DOMESTIC WATER SYSTEM". IF THERE ARE ANY QUESTIONS PLEASE CALL THE MUNICIPAL ON SITE WATER AND WASTEWATER PROGRAM AT 907-343-7904. Received By: Issued By. I I & Date: v rj Date: 71 1 -� Municipality of Anchorage Development Services Department Building Safety Division Or -Site Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, Alaska 99519.6650 www.muni.org/onsite (907) 343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. 051 032 18 000 Property owners) Estate of Laurence Williams, Thomas Williams per rep Day phone (530) 892-9812 Mailing address 14 Westminister Ct Chico CA Zip Code 95928 Site address 22433 Margaret Mielke Zip Code 99567 Legal description (Sub'd., Block & Lot) LOT 22 Legal description (Township, Range & Section) T1 5N RIW SEC 5 LT22 Lot Size 108,900 Sq. FL THIS APPLICATION IS FOR (® all that apply): Absorption Field ❑ Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well M Water Storage ❑ Number of Bedrooms 2 THIS APPLICATION IS AN: Initial ❑ Upgrade ❑ Renewal 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. Craig Nagunst / Great Land Realty Cs.4k.A- 4- L 9 - S1 Z5 525 - 9 U �z{ (Signature of property owner or authorized agent) Permit[Rush Fees: Date of Payment: Receipt Number. (Rw.1 VMS) Waiver Fees: Date of Payment: C? "Z- r % 0 (e Receipt Number. 9 7 S77 � A 2,:5 y 7-a. t F r 6 I f' e _ j 1 G a'_ � � I i 5 � '� f -r• � � P Ic 1��• � �. <_, a.r r- 1. 366 j f i • I i 33v. VA CA rs- LoT- u 0 sf PT lc, AS -BUILT I hereby certify that I have surveyed the following described property; P, L . M, L c7' 2. L. S.a c`l �o^ 5-, -r 1 SIJ , K t w, -�-t, •,,; , . .yAnchorage Recording Precinct, Alaska, and that the improve - merits situated thereon are within the Property lines and do not Or A r,,..,•�4•76 Gs P� overlap or encroach on the property lying adjacent thereto, that no improvements on property lying adjacent thereto encroach Q4;, �f • 9 N on the premises in question and that there are no roadways, h p;,'(,�' transmissan lines or other visible easements on said property „i ry• ••4P except as indicated hereon. �.� Dated at Eagle River, Alaska cwrr^ this 21 �r ay of c c 7. Zpp(o r — ftasun ��'!' :0. 880.5 '�'.-: e, this ROBERT C. JOHNSON '.r�• SCALE: Registered Land Surveyor No, 880•LS 1 ' - s -O' Box 77-0456, Eagle River, Alaska 99577 r Kt Phone (907) 6942543 Cu J.r•!-,ye 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 Date Issued: Oct 11, 2006 Expiration Date: Oct 11, 2007 Permit Number: SW060333 Parcel ID: 051-032-18 Legal Description: T1 SN Rt W SEC 5 LT 22 Design Engineer: 0855 GARNESS ENGINEERING GROUF Site Address: 022433 MARGARET MIELKE ST Owner Name: ESTATE OF THOMAS WILLIAMS Lot Size: 108900 SO. FT. Owner Address: 22433 MARGARET MIELKE STREET Total Bedrooms: 2 Permit Bedrooms: 2 CHUGIAK , AK 99567-0089 This permit is for the construction of: Q 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 Date: O b C Date: Municipality of Anchorage • Development Services Department Building Safety Division , On -Site Water & Wastewater Program 4700 Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcell.D. O5l-n'PL- Ig Property owner(s) ESTATE OF THOMAS WILLIAMS (C/O AGENT CRAIG NAGUNST) Day phone 694-9125 Mailing address Site address 22433 MARGARET MIF KF STREET • CHUGIAK AK Zip Code 99577 Legal description (Sub'd, Block & Lot ) T15N R1W SECTION 5 LOT 22 Legal description (Township, Section & Range) N/A Lot Size '�� Sq.Ft. THIS APPLICATION IS FOR ( ®all that apply): Absorption Field ❑ Septic Tank Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage ❑ Number of Bedrooms THIS APPLICATION IS AN: Initial ❑ Upgrade Renewal ❑ 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. GARNESS ENGINEERING GROUP Ltd. -d egent) Permit/Rush Fees: J�7 6 d •C -C) Date of Payment: I O C` k Receipt Number. C^L��+ r' (Rev. 11/05) Waiver Fees: Date of Payment: Receipt Number. GARNESS ENGINEERING GROUP, Ltd. sv CONSULTANTS & GENERAL CONTRACTORS September 29, 2006 Municipality of Anchorage Development Service Department On -Site Water & Wastewater Program 4700 Bragaw Street P.O. Box 196650, Anchorage, Ak 99519-6650 (907)343-7904 Ref: Proposed Septic Upgrade for T15N, RIW, SEC. 5, LOT 22 To whom it may concern: The existing 2 bedroom house is served by a private well and septic system. The septic system currently does not meet MOA standards and needs to be upgraded. We are proposing to install a new 1000 gallon septic tank and a bed type drainfield. One test hole was excavated on the property. The drainfield will be designed around the 30 foot radius of this test hole. Comments regarding the design are summarized as follows: 1. SOILS: See the attached logs which shows the soil classifications, groundwater monitoring, and the percolation test results. 2. DRAINFIELD DESIGN: See attached design drawing for drainfield specifications. 3. SURFACE WATERS: There are no surface waters within 100 feet of the proposed septic system. 4. TOPOGRAPHY: As can be seen on the attached design drawing the average topography around the drainfield is generally flat. We are unaware of any adverse impacts this installation would have on adjacent wells or septic systems. If you have any guestions, please contact us at 337-6179. Thank you for your assistance. P.E., M.S. NOTE: Attached is a site plan drawing, a design drawing, one soil log, which are all part of the design package for this septic system. (Contact G.E.G. Ltd. for 7 page construction specification letter.) 3701 E. Tudor Road, Suite 101 *Anchorage, AK 99507-1259 Ph: (907) 337-6179' Fax: (907) 338-3246' Website: www.gamessenginecring.com 0 W 0 0 m Z) Ln Z Z) I I 1 IXISTINC SEPTIC SYSTEM I Zti 'R � � K'�'. • �I T15N. RIGA SEC. 5. LOT 35 6W W I P• 0 / 715N, RIGA SEC. 5, LOT 20 Cs��C -SEPTIC ARE�D 715N. R1W, SEC. 5. LOT 23// / I 1 \ T15% R1W. SEC. 5, LOT 30 NO CONCERN WELL AND SEPTIC ON SOUTHSIDE OF LOT GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS • • • • »i [ nioa wn. wrt poi • utiwra. w� Nw� . wd[ bonsn-��» . �u M1o�sx-uu . �cesm:.... m,� PREPARED FOR: PHONE NUMBER: PAGE NUMBER: O THOMAS WILLIAMS 694-9125 (AGENT) 1 OF 1 LEGAL DESCRIPTION: T15N, RM SECTION 5, LOT TYPE OF WORK: (R.. 01A5) C.J.G. \7Q0v v•• LI Ld 1 / N I W 1 T15N, R1;. SE;. 5, LOT 21 \�\ T \ _J / I I 1 IXISTINC SEPTIC SYSTEM I Zti 'R � � K'�'. • �I T15N. RIGA SEC. 5. LOT 35 6W W I P• 0 / 715N, RIGA SEC. 5, LOT 20 Cs��C -SEPTIC ARE�D 715N. R1W, SEC. 5. LOT 23// / I 1 \ T15% R1W. SEC. 5, LOT 30 NO CONCERN WELL AND SEPTIC ON SOUTHSIDE OF LOT GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS • • • • »i [ nioa wn. wrt poi • utiwra. w� Nw� . wd[ bonsn-��» . �u M1o�sx-uu . �cesm:.... m,� PREPARED FOR: PHONE NUMBER: PAGE NUMBER: O THOMAS WILLIAMS 694-9125 (AGENT) 1 OF 1 LEGAL DESCRIPTION: T15N, RM SECTION 5, LOT TYPE OF WORK: (R.. 01A5) C.J.G. \7Q0v v•• LI ' """ ""^' LEITER THAT PERTAINS TO THIS DESIGN. OF BEDROOMS:2 TO OBTAIN A COPY OF THE LETTER PER DAY (GPD): 300 CONTACT GEG. BY PROCEEDING FORWARD nON RATE/S: <1 MIN./INCH WITH THIS INSTALLATION. THE ENGINEER. D APPLICATION RATE: 0.7 WELL DRILLER. CONTRACTOR AND PROPERTY OWNER AGREE THAT THEY DRAJNFIELD SO.FT.: 428.5 HAVE READ THESE SPECIFICATIONS AND AGREE TO ACCEPT THE TERMS AND MAXIMUM DEPTH:8 FEET WIDTH: 10 FEET LENGTH:45 FEET CONTRACTOR MUST HAVE THE M.OA APPROVED SAND FILTER:2 FEET WELL RADIUS FLAGGED BY A EFFECTIVE: 0.5 FEET REGISTERED LAND SURVEYOR REDUCTION FACTOR: N/A PRIOR TO CONSTRUCTION ACTUAL SOTT.: 450 r EXISTING UNDOCUMENTED TANK TO / DRNNFIELD HED. AND annum INSTALL DOUBLE ALTERNATE SITE CLEANOUTS Gg"E /` \ CRY/ \ PROPOSED ',.: A ; .T.Y y.: y�.. \ \ \ \4,• / DRANFIELD :',•.'•-�•;^^;`�•'•-2 PROPOSED \ Y •:::. r:' : EXISTING OUSE 1000 GALLON \ •;`••:`'�.;':�•� �" •+��. F:• BEDROOM N SEPTIC TANK \ Y \ \ '/iii �. .•7 i.�;.`•.1••�.. \` • °.• �, 100' WELL RADIUS GARNESS ENGINEERING GROUP, Ltd.L CONSULTANTS& GENERAL CONTRACTORS(Yo """' IML TD011 OOU. SMI 101 • ANHIGCMIL MI M 7 Y MGIC (901W7 170 • 7wv (007)334 7M • UOSIIG Y 4al �pM1/YyrY PREPARED FOR: PHONE NUMBER: PAGE NUMBER: THOMAS WILLIAMS 1 694-9125 1 2 OF 2 LL DESCRIPTION: T15N. RiW, SEC. 5, LOT 22 TYPE OF WORK: PROPOSED SEPTIC SYSTEM UPGRADE (Rsv.0107 B.F.M 15 101911 GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS 3 GENERAL CONTRACTORS SOIL LOG - PERCOLATION TEST LEGAL DESCRIPTION: T15N, R1W, SECTION 5, LOT 22 PERFORMED FOR: ESTATE OF THOMAS WILLIAMS DI DEPTH (feet) ORGANICS TEST HOLE 1 1 7� 2 3 4 5 6 7--P�?-91 GW TO SW 8 9 10 11 12 13 14 15 16 17 18 •Lem filLIR 1 •� " II1111111 31191 19, VZZZ041 Mo. NNN • MY 111111111 %//p% !111111 �id.B. • DEPTH TO DATE GROUNDWATER 12.5' 9/26/2006 SEE ATTACHED SITE PLAN 19 I I PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) --{jl —JII TEST RUN BETWEEN 3.5 FT. AND 4 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES ®NO SOILS LOGGED BY: CALEB GALL PERCOLATION TEST PERFORMED BY: CALEB GALL COMMENTS: PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WA $ PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: �� 3IDb MUNICIPALITY OF ANCHORAGE Pagel of 2 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 650 www.muni.org/onsite (907) 343-7904 ON-SITE SEWER/WELL SUBMITTAL COMMENT SHEET To: Garness_Engineering Group Legal description: 115N R3_W Sec_5._Lot_22 The attached paperwork has been reviewed and is being returned for the following reasons: Original signature or stamp missing on Calculation error in design. Additional soils information needed. Water monitoring results inadequate. _. Discrepancy in information submitted. Topographic information missing or inadequate. The -site -plan, -shall _have _a description of the topography, areas_of excessive_ slope,_ and extent o{_slopes and surface_ drainage patterns within _100 -feet of_any_part of the system or portion of -the lot intended for use for on -site, disposal AMC 15.65.030_b._Please -provide this information on the site_plan., Incomplete; missing _ Incomplete; missing _ Additional adequacy test information needed. Water sample unacceptable. — Measured/proposed distances/dimensions missing. Locations of all soils, percolation and water monitoring tests not shown..__ Proposed system too deep for soils information submitted. Well log required. Omission in narrative. Insufficient fill over tank or field._ Other. The well_is_located in a_ ROW_ easement. Please_provide_a letter of_non_objection from the ROW rt depament,. NAi Name of reviewer: Deb Wockenfuss ate: 10/5/06 Please supply the necessary information and re -submit your request. LEAVE THIS FORM ATTACHED TO THE PAPERWORK http://gamcss/pliprojekt/mail/mail.php?mode=view&action=showhtml&.I D=61180 10/6/2006 January 10, 1986 TO: Permit Applicant k P.O. BOX 6650 ANCHORAGE. ALASKA 99502 0650 (907) 264-4111 TONY hhr,WLrS. %'Arra DEPARTMENT OF HEALTH 6 HUMAN SERVICES Subject: Permit A 850489 T15N R1W Section 5 Lot 22 A permit issued by this Department for an individual well and/or on-site sewer system has expired as of December 31, 1985. Permits are issued on a calendar year basis by authority of Municipal Ordinance. A new permit must be obtained from this Department for any well and/or on-site sewer system not installed by the expiration date. If you have drilled the well, a well log needs to be sent to this Department for documentation of the installation and to close the permit. If a private engineer inspected the installation of the on-site sewer system the original as -built inspection report(three part form) must be sent to this office for review and approval,and for documentation. If there are any further questions, please call this office at 264-4720. Sincerely, i &41C&7 Susan E. Oswalt Program Manager On-site Services SEO/ljw enc: Copy of Permit MUM I C I FOAL I TY OF= AMCHOFRAGF= DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION �� 825 L STREET, ANCHORAGE, AK 99501 264-4720 OM—E3I TF= SEWF=Fi F}ERM I T PERMIT NO: 850489 DATE ISSUED: 08/12/85 APPLICANT: LARRY WILLIAMS ADDRESS: P.O. HOX 89 CHUGIAK, AK, 99567 CONTACT PHONE: 688-2366 LEGAL DESCRIP: SUBDIVISION: NA SECTIONS 5 TOWNSHIP: 15N LOT SIZE: 10857 (SQ.FT. OR ACRES) MAX BEDROOMS: 2 r;LOT: 22 BLOCK: NA RANGE: R1W Listed below are the options available.to you in designing your septic system. Choose the option that best fits your site. ** TANK MUST HAVE AT LEAST TWO COMPARTMENTS I certify that: 1. I am familiar with the requirements for on-site sewers and wells as set forth by the Municipality of Anchorage (MOA) and the State of Alaska. 2. I Will install the system in accordance with all MOA codes and regulations, and in compliance with the design criteria of this permit. 3. I will adhere to all MOA and State of Alaska requirements for the set back distances from any existing well, wastewater disposal system or pdblic sewerage system.on this or any adjacent or nearby lot. 4.'I understand that this permit is valid for a maximum of 2 bedrooms and any enlargement will require an additional permit. IF A LIFT STATION IS INSTALLED IN AN AREA COVERED BY MOA BUILDING CODES, THEN (1) AN ELECTRICAL PERMIT AND INSPECTION MUST BE OBTAINED; (2) AS-BUILTS WILL NOT BE APPROVED WITHOUT AN ELECTRICAL INSPECTION REPORT? AND (3) THE ELECTRICAL WORK MUST BE DANE BY A LICENSED ELECTRICIAN. S I GNI APPL I SSU'. DATE: DATE: �(/ TFREMCH FSE=D W _ DF<A I M DEPTH TO PIPE BOTTOM (FT.) 4.0 4.0 4.0 GRAVEL DEPTH (FT.) 4.0 0.5 3.5 TOTAL DEPTH (FT.) 8.0 4.5 7.5 GRAVEL WIDTH (FT.) 2.5 14.0 5.0 GRAVEL LENGTH (FT.) 32.0 27.0 27.0 GRAVEL VOLUME (CU.YDS.) 13.4 14.0 20.0 TANK SIZE (GALS) 1,000.0 ** 1,000.0 1,000.0 ** SOIL RATING (SQ.FT./BR) 125 125 125 ** TANK MUST HAVE AT LEAST TWO COMPARTMENTS I certify that: 1. I am familiar with the requirements for on-site sewers and wells as set forth by the Municipality of Anchorage (MOA) and the State of Alaska. 2. I Will install the system in accordance with all MOA codes and regulations, and in compliance with the design criteria of this permit. 3. I will adhere to all MOA and State of Alaska requirements for the set back distances from any existing well, wastewater disposal system or pdblic sewerage system.on this or any adjacent or nearby lot. 4.'I understand that this permit is valid for a maximum of 2 bedrooms and any enlargement will require an additional permit. IF A LIFT STATION IS INSTALLED IN AN AREA COVERED BY MOA BUILDING CODES, THEN (1) AN ELECTRICAL PERMIT AND INSPECTION MUST BE OBTAINED; (2) AS-BUILTS WILL NOT BE APPROVED WITHOUT AN ELECTRICAL INSPECTION REPORT? AND (3) THE ELECTRICAL WORK MUST BE DANE BY A LICENSED ELECTRICIAN. S I GNI APPL I SSU'. DATE: DATE: �(/ n X SOILS LOG MUNICIPALITY OF ANCHORAGE \ ❑ PERCOLATION 1r`1 DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION TEST 625 L Stmt, Anchorage, Alaska 99501 2640720 Q SOILS LOG - PERCOLATION TEST PERFORMED FOR: �I W1 Ro%IIQ �8u� y0 /-? DATE PERFORMED: 5--30-5s- LEGAL DESCRIPTION: L .. t' .2 ?/Vv .SECOrEPTM�$— SLOPE SITE PLAN • �CGA1.IICS - --- 2- 3- 4- 5- 6- 7- 6- 9- 10- 11- 12- 13- 14- 15- 16. 17• 18• 19• 20- COMME PERFORMED 72.008 (6/79) Gi> IAZ5 +16(4- �pT-�cew� OG i-lu L.E WAS GROUND WATER ENCOUNTERED? - D IF YES, AT WHAT DEPTH? i■iiiiiiii ■■■■■■■■■■ PERCOLATION RATE (minutes/inch) TEST RUN BETWEEN FT AND FT mmmmm PERCOLATION RATE (minutes/inch) TEST RUN BETWEEN FT AND FT Municipality of Anchorage • % Development Services Department Building Safety Division On -Site Water & Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519.6650 www.muni.orglonsite (907) 343-79(4 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL FOR A SINGLE FAMILY DWELLING Parcell.D. 05H)EA-12 COSA# b[Ofl5� 1. GENERAL INFORMATION Expiration Date: 2 1 121 0;t - Complete legal description Location (site address) Current Property owner(s) Mailing address Lending agency Mailing address Real Estate Agent Mailing address T15N R1W SEC 5 LOT 22 22433 MARGARET MIELKE STREET • CHUGIAK AK 99567 THOMAS WILLIAMS Day phone (C/O AGENT) Day phone CRAIG NAGUNST w/ GREATLAND REALTY Day phone 694-9125 11411 OLD GLENN HWY. • EAGLE RNER AK 99577 Unless otherwise requested, COSA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: 2 3. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well Individual On-site 0 ❑ 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 Certificates of On -Site Systems Approval (COSA) based only upon the representations given in paragraph 4 by an Independent professional civil engineer registered in the State of Alaska. Certificates of On -Site Systems Approval are required for the transfer of title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or water supply system. DSD also Issues COSAs upon request to homeowners. Certificates of On -Site Systems Approval are valid for 90 days from the date of Issue for properties served by a private or Class C well and may be reissued with new water samples. (Certificates may be reissued for a period of up to one year with valid water samples.) Certificates are valid for one year for properties served by Class A or B wells or a public water system. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineers work. 4. STATEMENT OF INSPECTION BY ENGINEER As ceffirred 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 ofAnchorago riles 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. Phone Address 3701 E. TUDOR ROAD, SUITE 101 • ANCHORAGE, AK 99507 Engineer's Printed Name JEFFREY A. CARNESS, P.E. Engineer's Comments: In conducting this evaluation, GEG, LID. attempted to provide a thorough, conscientious engineering analysis of the system In accordance with ADEC and MOA DSD Guidelines Q Regulations. The reported results described the performance ofthe system under the conditions encountered at the time of the test, and separation distances measured to readily Identifiable features. The operational life of all wells and septic systems depend on the local soils condition, groundwater levels that may fluctuate during the year, and the water usage of the family being served by the system. These conditions are outside the control of the evaluator of the system. Satisfactory test results do not guarantee future performance of the system, nor do they guarantee that there are no hidden defects or encroachments. GEG. LTD. can therefore not provide any warranty or future estimate of how long the system will continue to meet the operational requirements of the ADEC or MOA DSD. The content of this report Is for the sole benefit of the owner listed above. Any reliance upon or use of this report by any other person orparty is not authorized, nor will it confer any legal right whatsoever. 5. DSD SIGNATURE Approved for Z bedrooms. Disapproved. Conditional approval for bedrooms, with the fllowing 337-6179 Date It if 00f. �<<ttttYtO F1 t0rc Q�� ... � nN-SITE__ ��c= WATER AND —A TER r ".WM'cuw. COSA Checklist Arsenic Advisory Septic System Advisory Maintenance Agreements Well Flow Advisory Supplemental Engineer's Reort Nitrate Advisory Other By: Original Certificate Date: if171 LOU (R". 11105) Municipality of Anchorage • '� Development Services Department Building Safety Division on -Site Water & Wastewater Program 4700 Bragaw Street P.O. SO 196850 Andwrage, AK 995196850 www.muni.wyonalte (9D7)343.79M CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST Legal Description: T15N R1W. SEC. 5. LOT 22 Parcel 10: A. WELL DATA Well" PRIME If A, B, or C provide PWSID# N A Date completed 11 /3/2006 Sanitary seat (YIN) YES Total depth 101 ft. Cased to 101 ft. FROM WELL LOG Date of test 11/3/2006 Static water level 18 ft. Web production 10 g.p.m. WATER SAMPLE RESULTS: Well Log (YIN) YES Wires properly protected (YIN) YES Casing height (above ground) 18+ in. AT INSPECTION Coliform __Q_ coloniesM00 ml. Nitrate 19a-nVJL. Other bacteria Qcolonies/100 ml. Arsenic: WD_ug.IL. Date of sample: 11 /7/2006 Collected by: GEG Ltd. B. SEPTICIHOLDING TANK DATA Tank Type/Material SEPTIC/STEEL Date installed 10/13/2006 Tank size 1250 gal. Number of Compartments 2 Cleanouts (Y/N) YES Foundation cleanout (YIN) YES Depression over tank (YM) NO High water alarm (YIN) N/A Date of pumping NEW Pumper C. ABSORPTION FIELD DATA Qetelobed io/i3/2we Soil rating .pA 'or ft'lbdrm) 0_7 System type BED Length 46 ft. Width 10 ft. Gravel below pipe 0.5 ft. Total depth 5'-e•0' ft. Eff. absorption area 460 fe Monitoring tube YES Depression over field NO Date of adequacy test NEW Results (Pass/Fall) PASS For 2 bedrooms Fluid depth in absorption field before test = In. Water added =gal. New depth =in. Elapsed Time: = min. Final fluid depth = in. Absorption rate >m 300+ g.p.d. Any rejuvenation treatment (past 12 mo.) (Y/N & type) NONE KNOWN If yes, give date D. LIFT STATION Date installed Size in gallons Manhole/Access (YM "Pump on" level at _in. 'Pump ofP lays High water level at in. Cycles tested Meets alarm 8 circuit requirements? E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/1111 station on lot *100'+ On adjacent lots 100'+ Absorption field on lot 100'+ On adjacent lots 100'+ Public sewer main N/A Sewer /septic service line 25'+ Public sewer manhole/deanout N/A Holding tank N/A Animal containment areas 500+ Manure/animal excrete storage areas 100'+ SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation 59+ Property line 5'+ Absorption field 5' Water main N/A Water service line 10'+ Surface water 100'+ Wells on adjacent lots 1008+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line 10'+ Building foundation 10'+ Water main N/A Water service line 10'+ Surface water 100'+ Driveway, parking/vehicle storage 10'+ Curtain drain NONE KNOWN Wells on adjacent lots 100'+ F. COMMENTS *MEASURED WITH TOPCON TOTAL STATION FROM EDGE OF WELL TO EDGE OF ST1 AT 104.4 FEET. ROBERT JOHNSON SURVEY INACCURATE. G. ENGINEER'S CERTIFICATION Ur I certify that ► have determimW through Geld inspections and + 49 T� review of Municipal records that the above systems are in conformance with MOA COSA guidelines in affect on this ate.y ................ '• A. a ass. - Engineer's Printed Name JEFFREY A. GARNESS �A 7953 Date lllfb%DL OQ+rb�da�l6l�d�c4 COSA Fee S`f Waiver Fee E Date of Payment I IIIo� �Q(P Date of Payment Receipt Number b 1-4 Receipt Number (Rwv. t 1106) SGS RcEN 1066698001 Client Name Gamess Engineering Group, Ltd. Project Name/a T15N RI W Sec 5 Lot 22 Client Sample ID T15N RI W Sec 5 Lot 22 Matrix Drinking Water Sample Remarks: All Dates/rimes are Alaska Standard Time PrintedDaterrme 11/157006 17:01 Collected Daterrime 11/07/2006 8:15 Received Datdrime 11/07,7006 14:00 Technical Director Stephen C. Ede Paramcmr Results POL Units Method Conutner ID Allouuble Limits Prep Analysis Date Date Init Metals by ICP/MS Arsenic ND 5.00 ug.'L EP200.8 C (<10) 11,10(),'06 11/13/06 TK Waters Department Nitrate -N 1.90 0.100 mg/L EPA 353.2 D (<10) 1 U07/06 ALR Microbiology Laboratory Total Coliform 0 col/IOOmL SN1209222B A (<I) 11/07/06 Dlrr Municipality of Anchorage • j Development Services Department Building Safety Division On -Site Water & Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.orglonshe (907) 343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. 651-6 3 � - /9 COSAtt D Ci 3 3 1. GENERAL INFORMATION Expiration Date: / — so—oz Complete legal description Location (site address) Current Property owner(s) Mailing address Lending agency Mailing address Real Estate Agent T15N R1W SEC S. LOT 22 22433 MARGARET MIELKE STREET • CHUGIAK AK 99567 THOMAS WILLIAMS Day phone (C/0 AGENT) Day phone CRAIG NAGUNST w/ GREATLAND REALTY Day phone 694-9125 --Mailing address:--------- -11411 OLD GLENN HWY. • EAGLE RIVER AK 99577 -- - Unless otherwise requested, COSA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: 2 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 Certificates of Onsite Systems Approval (COSA) based only upon the representations given in paragraph 4 by an independent professional civil engineer registered in the State of Alaska. Certificates of On -Site Systems Approval are required for the transfer of title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or water supply system. DSD also Issues COSAs upon request to homeowners. Certificates of On -Site Systems Approval are valid for 90 days from the date of issue for properties served by a private or Class C well and may be reissued with new water samples. (Certificates may be reissued for a period of up to one year with valid water samples.) Certificates are valid for one year for properties served by Class A or B wells or a public water system. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 4. 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 riles 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. Phone Address 3701 E. TUDOR ROAD, SUITE 101 + ANCHORAGE, AK 99507 337-6179 Engineer's Printed Name JEFFREY A GARNESS, P.E. Date t 0 Z3/ob Engineers Comments: In conducting this evaluation. GEG, LtD. attempted to provide a thorough• conscientious engineering analysis of the system In accordance with ADEC and MOA o4! DSD Guidelines Q Regulations. The reported results described the performance of the system under the conditions encountered at the time of the test, and separation distances measured to readily Identifiable features. The operational life of all wells and O� septic systems depend on the local soils condition, groundwater levels that may.:.. fluctuate during the year, and the water usage of the family being served by the system. These conditions are outside the control of the evaluator of the system. Satislactory test results do not future guarantee performance of the system, nor do they guarantee that there are no hidden defects or encroachments. GEG, LTD. therefore .Je OQ can not provide any Arturo °vim warranty or estimate of how long the system will continue to meet the ._.____._ operational requirements of the ADEC or MOA DSD. The content ofthis report is for the sole benefit of the owner/isted Any above. reliance upon or use of this report by any other person or party is not authorized, nor will it confer any legal tight whatsoever. 5. DSD SIGNATURE Approved for �_ bedrooms. Disapproved. Conditional approval for bedrooms, with the Illowing stipulations: Attachments: ODoo��,uuu,, J�:• • ON-SITE.• -g WATER AND WASTEWATER PROGRAM COSA Checklist Arsenic Advisory Septic System Advisory Maintenance Agreements Well Flow Advisory Supplemental Engineers Reort Nitrate Advisory Other By: / Original Certificate Date: �" 7 (Rft. 11A5( Municipality of Anchorage " Development Services Department Building Safety OWlsion On-Ske Water & Wastewater Program 470D Bragaw Street P.O. Banc 19655D Anchorage, AK 99519650 www.muni.ohglonslte (907) 343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST Legal Description' T15N. R1 W. SEC. 5. LOT 22 Parcel ID: A. WELL DATA 'SEE ATTACHED WELL LOGS " ORAWDOWN TO 39' BTC DURING WELL TEST Well type PRIVATE If A. B. or C provide PWSID# N A Well Log (YM) NO Date completed —1972 Sanitary seal (YM) YES Total depth '040'+ ft. Cased to 040'+ ft, FROM WELL LOG Date of test ��y V Static water level N� :-P.m. Well production WATER SAMPLE RESULTS: Coltfonn a colonies/100 ml. Nitrate 2.02 mgJL. Wires Property protected (YIN) YES Casing height (above ground) 1 S+ in. AT INSPECTION 9/15/2006 23 ft. 6.1 g.p.m. Other bacteria 0 colonies/100 ml. Arsenic: ND ugA. Date of sample: 9/15/2005 Collected by: GEG Ltd. B. SEPTIC/HOLDING TANK DATA Tank Typa(Matertal SEPTIC/STEEL Date installed 10/13/2006 Tank size 1250 gal. Number of Compartments 2 Cleanouts (YM) YES Foundation deanout (YM) YES Depression over tank (YM) NO High water alarm (YIN) N/A Date of pumping NEW Pumper C. ABSORPTION FIELD DATA Date Installed 10/3/2006 Soil rating(.p.d 'or ft9bdnn) 0_7 System type BED Length 46 ft, Width 10 ft. Gravel below pipe 0.5 ft. Total depth 5'-6.03' ft. Elf. absorption area 460 fe Monitoring tube YES Depression over field NO Date of adequacy test NEW Results (Pass/Fait) PASS For 6 bedrooms Fluid depth in absorption field before test = in. Water added =gal. New depth =in. Elapsed Time: = min. Final fluid depth = In. Absorption rate >= 300+ g.p.d. Any rejuvenation treatment (past 12 mo.) (YM & type) NONE KNOWN if yes, give date D. LIFT STATION Date installed Size in gallons Manhole/Access (Y/N "Pump on' level at _in. "Pump off" High water alarm level at in. Datum Cycles tested Meets alarm ti circuit requirements? E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tankilift station on lot 100,+ On adjacent lots 100'+ Absorption field on lot 100,+ On adjacent lots 100'+ Public sewer main N/A Public sewer manhole/deanout N/A Sewer /septic service Ilse 25'+ Holding tank N/A Animal containment areas 50'+ Manure/animal excrete storage areas 100'+ SEPARATION DISTANCES FROM SEPTIC/HOLOING TANK ON LOT TO: Building foundation 5'+ Property line 5'+ Absorption field 5' Water main N/A Water service line 10'+ Surface water 100'+ Wells on adjacent Iota 100'+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line 10'+ Building foundation 10'+ Water main N/A Water service line 10'+ Surface water 100'+ Driveway, parkinglvehide storage 10'+ Curtain drain NONE KNOWN Wens on adjacent lots 100'+ F. COMMENTS G. ENGINEER'S CERTIFICATION I ced fy that I have deterrnfned through Weld inspecitons 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 JEFFREY A GARNESS Date 1 101 t 1 /o ` COSA Fee S Y 32. DO Data of Payment 0 Off. Receipt Number Q4 % (Rev. 11M5) Waiver Fee E Date of Payment Receipt Number a Iffllfia ..I.oJAA 9MA SGS ReLM 1065533001 Client Name Gamcss Engineering Group, Ltd. Project Name/N T15N Rl W Sec 5 Lot 22 Client Sample ID T15N RI W Sec 5 Lot 22 Matrix Drinking Watcr All Dates/rimes are Alaska Standard Time Printed Date/Time 10/192006 11:33 Collected Date rime 09/152006 11:00 Received DateRime 09/152006 15:13 Technical Director Stephen C. Ede Satanic Remarks: Allowable Prep Analysis Parameter Results PQL Units hlcdwd Contain" ID Limits Date Date Inn Metals by ICP/143 Arsenic Waters Department Nitrate -N Microbiology Laboratory Total Coliform ND 2.02 u 5.00 u8/L EP200.8 0.100 m8/L EPA 353.2 C (<10) 0922/06 10/09/06 TK D (<10) col/IOOmL SN1209222D A (<I) 09/15/06 ALR 09/15/06 TLF 10/23/2006 13:02 FAX 9076943093 CREAT LAND REALTY of 17 M O •' • •. t, x .I. a � 'Hwr.. •tQ . . SC.✓t.r r. . l se it ;v , Efri•it::, .' �?. fN .y d11h 00 •w •• .. .. 0. Robert C. z".' NO. 880.5 -11 AS -BUILT 1 hereby certify that 1 have surveyed the following'described_ propeKy; S. L, M, LoT 2. Z. . Sr-rr•f-r.n 5',TI SN ; R l•W, 5i•1, ' Anchorage Recording, Precinct, Alaska. -and that the improve• rc ments situated thereon awithin the property lines and do nor' overlap or encroach on the property lying adjacent thereto, that. no improvements on property lying adjacethereto. encroach on the premises in question and that therent are no roadways, transmission lines or other visible easements on maid -property except as indicated hereon.' Dated at Eagle River, Alaska' this 21. Lr• way of epG• 2006 ROBERT C. JOHNSON CA: SCALE: Registered Land Surveyor No: i5 1' • S'a Box 77.0456, Eagle Rivet, Alaska 99577. Phone (907) 694-2543 •