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HomeMy WebLinkAboutLAMPERT ESTATES BLK 2 LT 5Onsite File #051-791-06 Municipality of Anchorage Water On-Site and Wastewater Program • (907) 343-7904 ,�'I�`J !'-Page / of 7 ON-SITE WASTEWATER INSPECTION REPORT >,., Permit Number: CSS}/s1 Z 3 k PID Number: a Dwelling: P<Single Family (SF) ❑ Duplex (D) ❑ Multiple (SF and/or D) Project: ❑ New pgrae e, Name: ABSORPTION FIELD ❑ Deep Trench ❑ Shallow Trench ❑ Bed ❑ Mound Address ReIg I AOther S ((,v i 0 F— Phone Number of Bedrooms Soil Rating Total depth from original grade 3 ®a e GPD/SF Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade Ft. Gravel depth beneath pipe Ft. Subdivision /_�' � > T Block Lot ` F?45 �)6S z Fill added above original grade Q '- Q • SFt. Gravel length Q Ft. 1" / Township Range Section Gravel width 5 Ft. Beds: Number of Lines y Distance between lines — Ft. SEPARATION DISTANCES To Septic Absorption Lift Station Holding Sewer. Total absorption area Number of trenches Dist. between trenches From Tank Field Tank Line 6-Q Q Fe / Ft. Well ,. _ _ _ TANK Septic ❑ S.T.E.P. ❑ Holding ❑ Other Manufacturer+ C� Q l+ Capacity/ (Q0Q Gal. Surface Water /t� (/ /oa `4-- Material Number of compartments Lot Line / Q L1 NA Foundation �G _. LIFT STATION AIA Manufacturer Capacity Gal. Curtain Drain 56 56 Remarks Za l e.- / , Pump on level at in. Pump off level at in FH,,hter alarm at in. y(,�, V 4 (y � Pump make and model Electrical Inspections performed by Installer PIPE MATERIAL House to tank Tank to 303 drainfield O3 t ,V O W� 6l? Drainfield b30 3q CO/MTQ30 J Inspector �ad o BENCH MARK (Assumed elevation) lao ft Inspection dates: 3rd �S Location and description p 4'� l rs � )Fy� o Q � COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL Engineer's Stamp Conditional Approval: Date r Approved VDate-1,2/07/1 Incnarfinn Rannrf 0-1_10 A— C U Q i0 o �;u () FTI -u -< FTI :K�d V) M -0 D � z = z ED < r0 71 H IHT I I V) --i F- D m � 00 F— F (� 7`� D F7 v r' r0 O F— o V) --i D cn C Il ITl � ) Fri c <_ Q r 90 + r0 < d o Q I 1 O f7 � �D CDco II w -P!, cn m r0 O r n � F- F- r < `+ S -9-9 Q _ Z5- C+ CO N n 00 w 0 c+ 0 rD D o CD n o S D O Q Q (D O:5O --I V) Q <+ :5 0 i A -9--1 �Q C) Q N Q Q N 5 O LA �Q <h p C� 0 „ ,D ,D O1,p L_ u o < r r0 rp 7 Q c+ :5 O O < Ufi Q < tDd ro �o rp ID rp Z O Z `+ r n �Q r n 90 n s 7 Slope ! New 1000 Gallon Septic Tank w/DC❑' Flat Slope Water Line Flat Slope NOR THRIM ENGINEERING PO Box 770724 Eagle River, Alaska 99577 90 7.694. 7028 10' Utility Easement Shed Slope ! Slope ! Divelrter Valve Decommissioned Old Septic Tank Per UPC fco MT/C01 Flat Slope Garag Diverter TH2 "VOL[ve \ New 6 Trench d ❑ld � Lot 6 Key Box & Trench < 1 Water Line On East T 1 Side Of Lot 6 P I C❑2 ey Box Flat Slope Lampert Circle LAMPERT ESTATES BLOCK 2 LOT 5 RECORD WASTEWATER RECORD LAYOUT UPGRADE SEPTIC Dat 12/1/18 1" = 40' A B ST1 28 22 ST2 34 26 DCO2 37 31 C❑2 74 66 MT/C❑1 33 11 DivValve 39 34 7 Slope ! New 1000 Gallon Septic Tank w/DC❑' Flat Slope Water Line Flat Slope NOR THRIM ENGINEERING PO Box 770724 Eagle River, Alaska 99577 90 7.694. 7028 10' Utility Easement Shed Slope ! Slope ! Divelrter Valve Decommissioned Old Septic Tank Per UPC fco MT/C01 Flat Slope Garag Diverter TH2 "VOL[ve \ New 6 Trench d ❑ld � Lot 6 Key Box & Trench < 1 Water Line On East T 1 Side Of Lot 6 P I C❑2 ey Box Flat Slope Lampert Circle LAMPERT ESTATES BLOCK 2 LOT 5 RECORD WASTEWATER RECORD LAYOUT UPGRADE SEPTIC Dat 12/1/18 1" = 40' �CR,Tk,,Rim ENGINEERING SOILS LOG - PERCOLATION TEST Perf ormed For: Steve Lord Date Performed: 8/18/15 Legal Description: Lampert Estates B2 L5 DEPTH (FEET) Organic SM Silty Sand w/ Gravel Dense TA Location: See Attached Design Groundwater? No Depth Water Depth After Monitorino,None Date: 8/26/15 # Date Gross Time 2 Depth Net Drop 3 4 8/18 0- 5 6" -- 2 8/18 ^:` } 7 - 211 3 8/18 12 9 6# -- 10 8/18 22 10 min, 8// 2" 12 8/18 0 13 6& 14 8/18 35 15 - 8// 2# 16 - 8/18 37 17 - 6fl -- 18 - 8/18 47 19 - 8" 2" 20 - 8/18 50 21 - 6& Organic SM Silty Sand w/ Gravel Dense TA Location: See Attached Design Groundwater? No Depth Water Depth After Monitorino,None Date: 8/26/15 # Date Gross Time Net Time Depth Net Drop 1 8/18 0 -- 6" -- 2 8/18 10 10 min. 8fl 211 3 8/18 12 -- 6# -- 4 8/18 22 10 min, 8// 2" 5 8/18 25 -- 6& 6 8/18 35 10 min, 8// 2# 7 8/18 37 -- 6fl -- 8 8/18 47 10 min. 8" 2" C) 8/18 50 -- 6& 10 8/18 60 10 min, 8" 1 2" Percolation Rate 5 min,/inch Test Run Between 5' and 6' Perc Hole Diameter 6' Comments: Prp-,nakpd. Mpa-,urpd to near t 1/leth 'nc-h. Performed BY NorthRlm Eng. I f: CERTIFY THAT THIS TEST WAS Per -Formed in Accordance with All State/Municipal Guidelines in Ef Fect ON THIS DATE, DATE -8/26/15— NORTHRIM ENGINEERING PO Box 770724 Eagle Riven Alaska 99577 907694.7028 VA" En TESTHOLE LOG 109111KNOMINICAM TH2 8/26/15 11 Qualification Letter This letter is to show that I am qualified to install my own septic system at 22507 Lampert Cir. I currently work as an employee for Anchorage Water and Wastewater Utility in the role of Excavation Foreman. My job duties are to organize and oversee the excavation and repair of any broken underground infrastructure of both the water distribution and wastewater collection system at AWWU. Steve Lord -''� On -Site Wastewater Disposal System Permit MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water & Wastewater Program 4700 Elmore Road, PO Box 196650 Anchorage, AK 99519-6650 Telephone: (907) 343-7904 Permit Number: OSP151238 Tax Code Number: 05179106000 Work Type: Septic Upgrade Permit Effective Dates: August 03, 2015 to August 02, 2016 Design Engineer: NORTH RIM ENGINEERING Subdivision: LAMPERT ESTATES Site Legal Address: LAMPERT ESTATES BLK 2 LT 5 G:1459 Owner/Address: LORD REGINALD STEVEN & KAREN PO BOX 670664 CHUGIAK AK 995670664 Site Mailing Address: 22507 LAMPERT CIR, Chugiak Lot Size in Sq Ft: 19800 Total Bedrooms: 3 This permit is for the construction of: Y Disposal Field Y Septic Tank N Holding Tank N Privy N Private Well N 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 wastewater code requires inspections during the installation. The engineer must notify the Development Services Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either: A. Open and Close on the same clay. B. Covered, sealed, and heated to prevent freezing. i'8066 i�a(Provisi6ti`: Verify 10 foot minimum separation between the existing and proposed drainfields. If revisions are required to achieve the 10 foot minimum separation, an approved change order shall be acquired prior to commencing with construction of the drainfield. Submit results with the final inspection report. opeetoi PtAvistiod PRIOR TO CONSTRUCTION: Additional percolation tests shall be completed prior to construction such that the entire proposed drainfield is within 30 feet of a percolation test. If revisions are required, an approved change order shall be obtained prior to construction. Test results shall be submitted with the final inspection report. Received By: ' Date: Issued By: - f // Date: MUNICIPALITY OF Community Development Department Development Services Division On -Site Water & Wastewater Program GE ON-SITE SEWER/WELL PER Parcel I.D. OS!- 7 ?/- CC Property owner(s)-S`eV/_ LOQ Mailing address Zz s77 4441,°6 r CIRCLt ION one: 907-343-7904 Fax: 907-343-7997 Day phone Z CO —c( S Site address SntE Legal description (Sub'd., Block & Lot) 4/1444`..-727- el -P7-47-51- 7er iS 2 G.5 Legal descriptionptq(Township, Range & Section) Lot Size /7 106 Sq. Ft. Number of Bedrooms -3 APPLICATION IS FOR: (E) all that apply) Absorption Field g) Septic Tank Holding Tank Privy Private Well Water Storage ❑ n APPLICATION IS AN: Initial Upgrade Renewal TYPE OF DWELLING: Single Family (SF) (w/wo ADU) Duplex (D) Multiple Dwellings (SF and/or D) THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. 'r /F (Signature of property o er or authorized agent) Permit/Rush Fees: 61.001 ' Waiver Fees: Date of Payment: 1123/15 Receipt Number o1432 b• Permit No. Permit App_9-1-12.doc osp, 51;-31( Date of Payment: Receipt Number: Waiver No. TERM ENGINEERING Date: 7/21/15 MEMO Steve Eng, PE, PH P.O. Box 770724, Eagle River AK 99577 (907) 694-7028 SteveEngPE©gmail.com To: MOA On -Site Services a ...voter fs f 2 5 Subject: Block 'Lot if Septic System Upgrade Number of Pages: 5 An existing trench/tank has failed on the subject lot. A new soil test was competed- attached. The design calls for a 5' -wide trench, and a new septic tank. A diverter valve will be installed and connected to old trench. The entire subdivision is on public water and septic systems. The terrain slope at the septic system is flat. The system size is a single family at 3 bedrooms. Please review the wastewater system design for the existing 3 bedroom home. I have included design plans & specs, design guidelines, & soil tests. If there is need for additional information or clarification please give me a call. Thanks -Steve �- NERTFRIIV ENGINEERING #441.:',,ahF,F-:7 2%I r � ce Lampert Estates, Block 2, Lot 5 SPECIFICATT MW& DESIGN GUIDELINES Wastewater System Sizing: This is an existing 3 -bedroom, single family home. This is a developed subdivision. These lots are large and are served by public water. No adverse impacts are expected from trench/tank upgrade. No conflicts to the other lots will take place by this septic system construction. The easements are located on the drawing and are not encroached upon. A new test hole was completed. An application rate of 0.8 GPD/FT2 with 0.5 reduction factor for utilizing a 5' wide trench. Trench Length = 562.5 FT2/5'x .5 reduction factor = 56.25'; 1 line @ 57'. A new 1000 gallon septic tank will be installed; Decommission old tank/trench per UPC. Install Diverter Valve To Both Old And New Trench- "ON" To New Trench. OF tit Steven W. Eng ' 4W Specification Requirements: All components and work must comply with the Municipality of Anchorage Specifications (AMC) & State of Alaska Drinking Water Regulations and Wastewater Regulations. • Two compartment, New 1000 gallon septic tank. Install new Double Cleanouts. • 5' minimum between the tank and trench. 10' to property lines. • 3' of cover or insulation is required for trench; 2" Minimum thickness for insulation can substitute for 1' cover. • Tank & solid pipe must be set on well compacted, stable soil. • 4 inch diameter cleanouts with airtight caps are required 1' to 4' from foundation wall, prior to any 90 degree bend in 4 inch line, in each tank compartment, and two adjacent opposing cleanouts between the tank and the absorption field, not more than 10' from the tank positioned to provide cleanout access towards the tank and towards the absorption field. • All cleanouts must extend to at least ground level. • In solid pipe runs, ASTM D-3034 may be used in lieu of cast iron. • Trench to be placed level, minimum of 4' to groundwater, 6' to bedrock from drain - rock. • Drain rock to be 1/2 inch to 2 1/2 inch screened. Drain rock to be distributed uniformly throughout the trench. • Perforated pipe to be installed level with perforations down. • Silt barrier (filter fabric) to be installed above the drain rock. • Smeared trench sides must be raked or scarified before drain rock placement. • Backfill over drain rock must not be less than 36". • The finish grade must be mounded to promote drainage away from trench. • Insulation must be placed over any pipe installed under driveways or parking areas. • Approved pipe materials include cast iron, PVC ASTM D3034, PVC ASTM F789, ABS ASTM D2661, • Sewer Service Line is minimum 2% slope. • Septic Tank to be pumped every two years or when required. • Insulation board to be extruded direct burial polystyrene (Dow Styrofoam HI/equal) DESIGN NOTES: 1. Total Depth of Trench is 8'. Match Depth To Existing Drainfield. 2. Sewer Service Line minimum 2% slope. 3. Public Water System. 4. Decommission Old Trench/Tank Per UPC. 5. Diverter Valve After Tank. Connect To Old Trench. "ON" to New Trench. 6. 5' Minimum Separation Between Foundation & Septic Tank. 7. 10' Minimum Separation Between Drainfield & Property Line. 8. 10' Minimum Separation Between Drainfield & Old Drainfield. Slope New 1000 Gallon Septic Tank w/DC❑'s /. Slope Flat Slope Water Line Flat Slope Decommission Old Septic Tank Per UPC Lampert Circle Lot 6 Key Box & Water Line On East Side Of Lot 6 Flat Slope NOR THR/M ENGINEERING PO Box 770724 Eagle River, Alaska 99577 907.694.7028 LAMPERT ESTATES BLOCK 2 LOT 5 WASTEWATER DESIGN UPGRADE SEPTIC 1" = 40' PLAN LAYOUT e: EET. 8/3/15 12 of' 3 Foundation Cleanout To End -Point of Trench L N 0 U d 3 o o I7 ouJ LLV O c O i d V) ~ £ o 0) d L Dc O- uw o ¢❑ Monitor Tube 1 0 a 0IVrtirrkkeOrtelhits UsPAMOtto- 446-414410,• DESIGN NOTES: Final Lev 9 Effective Depth,_ a£X �a-+c� U aoa LA rn°i ) a +> S N c a In_ag So o a L v U Vj v J O O L df0 U 'b NC°�L�. a,U d Cu U} fL Cpi- —NiO d (/, a, m "U £ UI 0 I— h N Y 0 L U1 al Ia L L 0) E S U L L V) 0 -3 +' E aap °3 c 0) 0 > qal al d V) (M V) Q Cl fR \0 N v LA Li) LA Q H- W ai iv W V 0 o QPq-J TRENCHEND VIEW c E a '''',4b'‘tea'., 0 tic_ Irv'. ,4 ima 0 n Cn 0 h fUa Z IW a°g 1Z o 0 ZW N$ W 907.694.7028 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 THRIM ENGINEERING S❑ILS LOG - PERC❑LATI❑N TEST Performed For: Steve Lord Date Performed: 7/13/15 Legal Description; Lampert Estates B2 L5 DEPTH (FEET) Organic SM Silty Sand w/ Gravel Dense T,H. Location; See Attached Design Groundwater? No Depth -- Water Depth After Monitoring.None Date: 7/21/15 # Date Gross Time Net Time Depth Net Drop 1 7/13 0 -- 7" -- 2 7/13 10 10 min. 8" 1" 3 7/13 12 -- 7' -- 4 7/13 22 10 min. 8" 1" 5 7/13 25 -- 7" -- 6 7/13 35 10 min, 8" 1' 7 7/13 37 -- 7" -- 8 7/13 47 10 min. 811 1" 9 7/13 50 -- 7" -- 10 7/13 60 10 min, 8" 1" Percolation Rate 10 min,/inch Perc Hole Diameter 6" Test Run Between 5' and 6' Comments: Presoaked. Measured to near 2t 1/16th inch. Performed By NorthRim Fng, I CERTIFY THAT THIS TEST WAS Performed in Accordance with All State/Municipal Guidelines in Effect ON THIS DATE. DATE; 7/13/15 NOR THRIM ENGINEERING PO Box 770724 Eagle River, Alaska 99577 9 07.6 94. 7028 TESTH❑LE LOG GE❑TECHNICAL TH1 Dote: 7/13/15 'SHEET: 1 Municipality of Anchorage Page / of 2_ DEPARTMENT OF HEALTH 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: Lb.,.. -L, ma r•, ,i rM PID Number O•,.` /— 79/-- 06 Name. 6-7-51/6 & /�,q�,�/ LORD Wastewater System: y em: ■New ❑Upgrade Address: 2 o G,gMPE,T C/,2- ABSORPTION FIELD, Phone c90 —2848 No. of B:drooms: ❑ Deep Trench u Shallow Trench ❑ Bed ❑ Mound ❑ Other LEGAL DESCRIPTION S it Ralinq_ GPD/So. Ft. Total Depth from original grade: 5, 3 FT Lot: S Block: 2 Subdivision: LAMPEIe7 657" Depthto ipe bottom from original grade: 5'.2 - Ft. Gravel de th beneath pipe 3. 33 Ft. Township:rjS , / �/ Range: 'V =V SectionSEC A Lf. Fill added Cboy� original grade: Ft. !/2 Gravel llee7ngth 75 Ft. WELL: ❑ New ❑ Upgrade Gravel width: n F. Numbe(oflines. / Distanc ween lines: Ft. Classification (Private, A,B,C): //tel Total Depth: Ft. Cased To: Ft. Total ab�soorpt nEa: ! ✓✓✓ �/ SQ. Ft. Pipe rri_ alc V Driller: Date Drilled: Static Water Level: Installer: / PE 67180/V Date installed: / 9 7/ Yield: GPM Pump Set at: Ft. Casing Height Above Ground: Ft. - TANK SEPARATION DISTANCES 2 -Septic ❑ Holding ❑ S.T.E.P. To From Septic Tank Absorption Field Litt Station Holding Tank Public/Private Sewer Lines Manufacturer: ` /, / Capacity in gallons: /�/K /000 Welt- NA- N'A- NA- N/t- NA Material: S TEEL_ Number of Cpa e ts: Surface Water /yam N� N�4 �� N� LIFT STATION (it-) Lot Line S/FT23� G /T N ^ /VA Al/4 Size in gallons: Manufacturer: Foundation / /,/ NA NA- NA NA "Pump on" level at: "Pump off" level at: High water alarm at: Curtain Drain N d �1 NA , ^ l ,� Y/A ' /v „A Pump Make & Model Electrical Inspections performed by: Remarks: Ar - AAE A Fi -. 4 /oN /s BENCH MARK peO d1D,.o 4 ICT- - O 67 7"E y 2/ 9/O B BO5 e/G// Location and Description: SES 2 2' 5 /els-gU/ r, y /NF' s -S til6.4SUe /N 7 ,G/�'L1) n/O�2 A3761A3761527" 0,, (10HNs0A6 RLS) U1‘,/ tV 2/2/95 45-U/LT 02ATED lrr'//t-(9- 4sy g; _' , (Aill-N<S' 3t-' RI - S' OR 'Pre•V/tED Assumed Elevation: G �I < o = NG STE4d, / / /� /CO2MA'T/On/ /s EAL ENGIN"2' , Ttkh Ti G� T T C ''7" ;_ �.w4 4o �+j i 5-• IL.r<FN1n/4p77N& /s Nor /,V t1,i'EP 4t- X4cT.4S-3U/G7,-- ..e-br's ,0f• AL", vh �� •'" ;�1 '' / / / /!L Inspections performed by: ..i /ii ./ , i�', rates: 1s Qr--'' 1 •so! 9tht#!ut ^ Hi 110 2nd ---�-_ �l ..�i .. Department of Health:: nil Huma rvices approval Reviewed and approved b : ri�J o/�>---�-` Date: -2 pp Y 1 2 ROBERT W. WRIGHT a 4Q' 01p. 84�C,J.� CE •8156 ;'c4�FY: A f .,V A") '44 are0 ..." ass""4"S' "� / 2/9.56\���;��~" 'V IJ I.ItlV. Permit No. Page 2 of 2 Municipality of Anchorage DEPARTMENT OF HEALTH 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 Legal Description: Lot 5, Block 2, Lampert Est., T15N, R1W, Sec. 4 PID No.: 051-791-06 N89'58'50"W 90.0000' 10' Utility Easement F OI I 00 0 cI (V D aviip4042(95 Shed Garage �t e �4. 3r�tge Dept`FfF vices 0 I0 [V 0 0 •0 Note: Information regarding the exist. septic system has been field mea.s.ured by swing—ties on Feb. 6, 1995 by Bob Wright. All Planimetrics have been taken from 2/2/95 As—Built drawing by Robert C. Johnson, RLS. Th s is not an As—Built. N89'58'50"W 90.0000' Lampert Cir. Date: JOB ft: 95005 FILE:95005GSP PLOT SCALE:t"=30' 2/6/95 DATE: 2/6/95 Wright -Alaska Engineering Services • 6004 Glenkerry Dr. • Anchorage, AK 99504 February 6, 1995 W.O. 95005 Municipality of Anchorage Department of Health & Human Services On -Site Services Division P.O. Box 196650 Anchorage, AK 99519-6650 Attn: Mr. Robbie Robinson Re: Lot 5, Blk. 2, Lampert Estates Septic System Verification Dear Mr. Robinson, RECEIVED FEB 7 19;5 rriaipaiif $1 /th a Human Serof vices In accordance with our conversation on February 1, I have conducted an on-site investigation of the existing septic system on the above noted lot. All cleanouts and monitoring tubes were exposed and inspected. The distances between the existing trailer and the standpipes, and the standpipes themselves were measured, and their location determined by swing -tie measurements from the trailer and existing garage. The cleanouts and monitoring tube were probed with a 16 ft. measuring rod to determine the depth of the distribution piping, and the total depth of the system. The standing effluent in the trench was measured at 16 inches. The soils in this area vary widely. The owner has indicated that this lot is underlaid by deposits of clean sand and gravel which are in the 85 to 100 square feet per bedroom range. I have included a copy of a pumping receipt from JR's Septic Pumping, as verification that the owners have been maintaining the system, and of the size of the tank. This lot is serviced by the McKinley View Estates Community Well. ADEC Well I.D. no. 210697. The well is at least 1/4 mile from the lot. It is my understanding that the owners intend to remove the existing trailer and build a two story frame house on the lot, and are therefore applying to the Municipality for a Land Use Permit. I have included a copy of the recent As -Built drawing by Robert C. Johnson, for your information. Should you have any questions or require additional information, please feel free to contact me at the numbers listed. Sincerely, Wri. t -Alaska Engineering Servi -s it; .- #/ •p, Robert W. Wright, P.E. Telephone (907) 330-6230 • Fax (907) 337-5102 40 • r. Ai( •^4C,,,e 'ttr'.ff . ' 7,0 I lCe. d I , .0.15.747 14,4e. 36,e, • j I ; RECEIVED JAN 2 1995 Municipality of Anchorage — c> DePflaalth & Human Services / 1 , /--e v"- 'Ho et- t;1-4-41.)Prt /3 2-, -------> 41).06(..., et ; ir..4c.c4. lc> ,-;.,, cs ?,c- 3(,.., ryel,4; ex7 ct, e .,,,, __., 3, x :5;4,0 r. -4€ i -e. 1'4- I. 1 0 irc., r f'r-v(04%-,1 rt le I rt Is' ....7 ,./ .,- /.. a. 4 rt-G,?4,„../.•-e- CI 74- r-041-• i -r1.-41- `44 .4-4- " g- g „\. AS -BUILT ; 1-4 I hereby certify,that I have La r surveyed the following described property- I ,112 r 4 Anchorage Recording Precinct, Alaska, dud iliatt 1111pn,vt•- ments situated thereon are within the property lines and di. not overlap or encroach on the property lying adjacent thereto, that 00 improvements on property hills adjacent thereto eneroak h on the premises in question and that there are 00 roadsa-ays. transmission lines or other visible easements on said projaert except as indicated hereon. - Dated at Eagle River, Alaskathis.L , — dav of • -19-f ROBERT (». JOHNSON SCAI E , Registered Land Surveyor Nji,lifit)-1.5 I- 3 Box 77-0496, Eagle River, Alaska 99577 Phone (907) 694-2543