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Home My WebLink AboutCHARLICE LT A-3-C2ACharli Lot A-$-C A #067-011 - 21 Municipality of Anchorage On-Site Water and Wastewater Program • (907)343-7904 Page / of 3 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP/67213 PID Number: 06740//Z/ Dwelling: Single Family(SF) ❑ Duplex(D) ❑ Multiple (SF and/or D) Project:,New ❑ Upgrade Name: Q445. F//�E77 ABSORPTION FIELD Address /� ❑ A 7(�rrz L �C � A z_ Deep Trench Other Shallow Trench ❑ Bed 0 Mound Phone Number of Bedrooms Soil Rating Total depth from original grade Oz 7— tit Q/ �6 0. 8 GPD/SF FL LEGAL DESCRIPTION Depth to pipe invert from original grade Gravel depth beneath pipe Subdivision Block Lot Ft. 47111 Ft. //++ C—1/A-fa LI e., _ /1-3-C 2A Fill added above original grade Gravel length Township Range Section /. . Ft. f Q 1, Ft. Gravel width Beds:Number of Lines Distance between lines SEPARATION DISTANCES 5 Ft. Ft. - To Septic Absorption Lift Station Holding Sewer Total absorption area Number of trenches Dist.between trenches From Tank Field Tank Line ?Z/Q Ft2 / — Ft. Well /4i- /a6 4 zSt TANK Septic 1:1 S.T.E.P. 0 Holding 0 Other l(1/C! ( Manufacturer�� Capacity Surface Water /OQ /Oat _ AJu e-Ito1e 7;4, ! /560 Gal. ` Material Number of compartments Lot Line {D /7 f _ — NA i E' 0_ Foundation / / / LIFT STATION . /4 ` O 't �6 - Manufacturer Capacity Curtain Drain 50'4 50 :f- -- r Gal. Pump on level at Pump off level at High water alarm at Remarks in. in. in. Pump make and model Electrical Inspections performed by PIPE MATERIAL House to tank / Tank to Installer ! V 3 drainfield �,3o.3L� 5/414 D F r -S' v` .SA 6 j Drainfield A 3o34 CO/MTQ3f Aft),� rt) p -2e rel � JC BENCH MARK (Assumed elevation) //a0O ft T Inspection / Location and description dates: ' 5/3(f/7 2n° Ap I/^`J ��++ LA-5 3"1 61 2 /f 7 4th*-77 c/ `,eAV e J L�LJ COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL E'� 1►mp�� wOF 4Ch Conditional Approval: Date .'fpi '••••"'••••.-0 1I / * '4'. ." t : * 4 . lc� t : 4a�/ �'" : 5•aven .. En • 4. r --- eApproved `� Date Z` 7 , 1�pKOFES`_•2� Inspection Report_9-1-12.doc `` n d L t0 bar LIOD:i1)i1k1.:i2/:.:01:431:31:11 \ ell Sit ST1 53 71 C01ST2 63 79 0 68 84 83 104 0 \ 15-2° /• S`opQ CO2 13D 136 w e,1 \ MT 131 14 \ '100 Driveway � T 5 Bdr�" �� Vi ' has r P le � P Pf7 :5-20 Shope ��120 y Slope /32 _� ti4C015 �,atlor eQL Atern�t �µl �� eW 1544 r. 0 Cpl =1 ,14 Cpl IA 1µ2MS2 IRCIC" ,5_ 0 % slope LpI A-3-C2A X25 Scope <25 •• S1°pe r�P��.°��"2�" CHARLICE SUBDIVISION 1 = 50' NORTHRIM } 4gm RECORD ENGINEERING A-3-C2ALAY❑UT Eagle River, Alaska 99577 - ) LLIT SEPTIC SYSTEM & 907. 694. 7028 WELL SITE RECORD r'9/11/17 na1a Foundation Cleanout Elevation @ 82' Tank Cleanouts Elevation @ 78' Fin ^amide Opposing Cleanouts Between Septic Tank & Trench 4 Foot Cover or Equal y-Elevation @ 77.5' `"' /--.-To Mid-Point of Trench 1500 Gallon Steel Zation @ 96' 'Anchorage Tank' Elevation @ 77.3' Or Equal Solid Pipe Monitor Tube Elevation @ 80' CO Slope Original Elev @ 78.5' Final Slo°e /9/9,,k,e• 0AP II 11111 , Elevation @ 76. Filter�� Fabric _v:•. Ti.,!iY i Elevations Both Ends .�. 6 0 Effective Depth ._ 4 0 ei�' 7 ..• 415 .10 Elevation @ 72,5' .._ TH Elevations @ 66.5' & 63.5' (Greater Than 4' Separation To Groundwater) 5.0_____....1 NORTHRIM =="�P1O*. _, TRENCH END VIEW CHARLICE SUBDIVISI ❑ \ ENGINEERING 1 � • SEPTIC TANK PROFILE I _ _ PO Box 770724 ,,,y,Ens .b LOT A 3 C 2 A Eagle River, Alaska 99577 "V4.; 1 ' 907.694.7028 �'��' `f" f� ' SEPTIC SYSTEM RECORD' 9/11/17 "Drawn r ° SE $CO": 1• = 5 SHEET:3 of 3 I I SE S❑ILS LOG - PERC❑LATI❑N TEST NET I- IM Date Performed: 5/31/17 ENGINEERING Performed For: Mike Quinn Legal Description: Charlice Lot A-3-C2A DEPTH (FEET) T.H. Location: See Attached Design Organic 1 - 2 - ::0`.:i- 3 - 4 - :° -.�-;' , ;.; , SM Silty Sand 5 _ :_;':; ., w 6 r / Gravel :', Groundwater? No 7 - Depth -- 8 - Water Depth 9 - ::. y After Monitoring,14,5 Date: 6/7/17 10 - '' ':'- ':.::'.t. # Date Gross Time Net Time Depth Net Drop 11 - ,r:1 1 5/31 0 -- 6' -- 12 - '•, ••-: ••- • 2 5/31 10 10 min. 8' 2' 13 - .:. •:•:'.':- :.:7 : 3 5/31 12 -- 6' -- 14 - `.` "' 4 5/31 22 10 min. 8' 2' 15 - x..... :: ::' 5 5/31 25 -- 6' -- 16 - 6 5/31 35 10 min. 8' 2' 17 - 7 5/31 37 -- 6' -- 18 - 8 5/31 47 10 min. 8' 2' 19 - 9 5/31 S0 -- 6' -- 20 - 10 5/31 60 10 min. 8' 2' 21 - Percolation Rate 5 min,/inch Perc Hole Diameter 6" Test Run Between 5' and 6' Comments: Precnnked. Measured to near_ Pct 1/1F,th inrh. Performed By NorthRim Eng, I CERTIFY THAT THIS TEST WAS Performed in Accordance with All State/Municipal Guidelines in Effect ON THIS DATE. DATE: 6/7/17 NOR THR1M e~P . ENGINEERING * '.- iii9TESTH❑LE LOG TH2 PO Box 770724 t Eagle River, Alaska 99577 \.,241.1%. 7q ,,��'' 907.694.7028 71�4 GE❑TECHNICAL tee: fir9/11/17 Certified Drilling Log DOC CO dba IP BILL 8. COLE 1111► ULLIVAN WATER WELLS 4 P.O. Box 670269, Chugiak,AK 99567 6B8-2759 OWNER OF LAND: Michael Quinn Construction Bore Hole Data ADDRESS: PO BOX 772641 Eagle River, AK 99577 Depth LEGAL DESCRIPTION Charlice Lot A-3-C2A From To DATE: 5-2647 0 2 Casing Stickup PERMIT NUMBER: 0SP161293 DATE OF ISSUE: 10-5-16 TAX IDENTIFICATION NUMBER 06701121000 2 4 Overburden Is well located at approved permit location: NYes nNo 4 48 Tight Silt Sand & Gravel w/Clay& Cobbles Method of Drilling: ®air rotary Ecable tool 48 76 Hardpan w/Clay & Cobbles Depth of Well: 320' 76 161 Bedrock Gray Casing Type: Steel Wall thickness .250 inches Diameter: 6 inches, depth 84 feet 161 204 Bedrock Green Liner type 204 212 Bedrock Dark Gray Static Water Level: 78 feet Recovery Rate 15 N gpm n gph 212 242— Bedrock Gray Hard Method of Testing Air 242 281 Bedrock Green Hard Well Intake Opening Type: n open end ®open hole 281 314 Bedrock Broken ❑ Screened Start feet Stopped 314 320 Bedrock Gray n Perforations Start feet Stopped Grout Type: Bentonite Volume: 50 lbs Depth:from 2 feet, to 42 feet Well Disinfected Upon Completion: Myes n no Method of Disinfection: Chlorine 50 PPM Comments: WATER QUALRY TESTING ' Coliform . CoUIOOmNitrates mg/LArsenicyt? P WA- . Drillers Name: Cole Sullivan ATTENTION: It is the responsibility of the property owner to submit a copy of the well log to the proper authority. Municipality of Anchorage: Department of Health & Human Services and/or Department of Environmental Conservation. MatSu Borough: Department of Environmental Conservation. ARCTIC PUMP & WELL INC. Jim Sullivan Ir PO Box 770197 f I Eagle River,AK 99577 am�aMmss�t (907)688-2510 suis s sFncs (907)243-2282 inn r±arcticpump.com Pump Installation Log Well Drilling Permit Number: osp161293 Date Of Issue: 10/5/2016 Parcel Identification Number: 06701121000 Legal Description: Charlice LA-3-C2A Property Owner Name Address: Quinn Construction Lot: A-3-C2A PO BX 772641 Block: Eagle River AK 99577 Pump Installaion Date: 7/14/2017 Pump Intake Depth Below Top of Well Casing: 293 Feet Pump Manufacturer's Name Franklin Pump Model: 10FRDO7P4-2W230 Pump Size: 1 HP Pitless Adapter Burial Depth: 13 Feet Pitless Adapter Manufacturer's Name B-10 Pitless Adapter Installer: u!k Well Disinfected Upon Completion? Yes Method of Disinfection: Chlorine Comments: Pump Installer Name: Arctic Pump &Well, Inc. Monday.September 11,2017 Permit Number: Tax Code Number: Work Type: On-Site Water & Wastewater System Permit OSP161293 06701121000 WellSeptic 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 Initial Permit Effective Dates: October 05, 2016 to October 05, 2017 Design Engineer: NORTH RIM ENGINEERING Subdivision: CHARLICE Site Legal Address: CHARLICE LT A-3-C2A G:0364 Owner/Address: BENNETT SHIRLEY A 1/3 & BENNETT KEITH A 1/3 & KELLEY DENA G 1/3 17812 LACEY DR EAGLE RIVER AK 995770000 Site Mailing Address: Lot Size in Sq Ft! 81745 Total Bedrooms: 5 This permit is for the construction of: Y Disposal Field Y SepticTank N Holding Tank N Privy Y 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 day. B. Covered, sealed, and heated to prevent f.reezing. csSomPeCial Provisions: The Engineer needs to do additional test holes prior to the construction of the eptic field. Construction may proceed at your own risk before the 7 day water monitoring is plete. Date: Community Development Department Development Services Division On-Site Water & Wastewater Program M UNICIPALltY'OF ANCHORAGE Phone: 907-343-7904 Fax: 907-343-7997 ON-SITE SEWER/WELL PERMIT APPLICATION Parcel I.D. O~' '7- ~/! --' ~. / Property owner(s) /~'/k¢',/~'~ '7'-' Mailing address / ~¢/Z ~ Site address ~/¢ / ~ Legal description (Sub'd., Block & Lot) ~~/ Legal description (Township, Range & Section) Lot Size ~// ~ Sq. Ft. Number of Bedrooms Day phone APPLICATION 18 FOR: APPLICATION IS AN: TYPE OF DWELLING: ([~ all that apply) Absorption Field ..,,., L"" -~ lC/ .... g n,~ ~ >~ (SF and/or D) ~rivate Well Water Storage THIS APPLIOATION INCLUDES A VARIAN~ REQUEST FOR: Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. (Signature of property ovl~e~or authorized PermiURush Fees: Date of Payment: Receipt Number: Permit No. O¢'p ¢ J agent) Waiver Fees: Date' of Payment! Receipt Number.' Waiver No. Permit App_9-1-12.doc MEMO Steve Eng, PE, PH (907) 694-7028 SteveEngPE~gmail.com Date: 10/3/16 To: MOA On-Site Services Subject: Charliee Subdivision, Lot A-3-C2A Septic System & Water Well- New Construction Number of Pages: 5 F The subject property is vacant with new house planned, served by water well & septic system. Previous soils test utilized, similar to other soils in the neighborhood. A conventional system is proposed for a 5-bedroom home. The proposed water well is sited. Easements are noted. Additiona test hole(s) prior to construction. If there is need for additional information or clarification please give me a call. Thanks-Stev~ ~ EblGJNEERING Charlice, Lot A-3-C2A SPECIFICATIONS & DESIGN GUIDELINES Wastewater System Sizing: This is a new 5-bedroom, single family home. This is an established subdivision, but some of the neighboring lots are not yet developed. These lots are large and are served by private water wells. No adverse impacts are expected from development. No conflicts to the other lots will take place by this septic system construction and new water well. The easements are located on the drawing and are not encroached upon. Soil tests revealed sandy soil/gravel with silt. An application rate of 0.8 GPD/FT2 with 0.5 reduction factor for utilizing a 5' wide trench. Trench Length = 937.5 FT2/5'x .5 reduction factor = 93.75'; 1 line ~ 94'. No bedrock was encountered or groundwater was encountered. Additional test hole(s) prior to construction. 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 1500 gallon septic tank. Install new Double Cleanonts. · 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 m~y 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 ½ inch to 2 ½ 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 DESIGN NOTES: 1. Total Depth of Trench is 6'. Terrain Slopes South. 2. Sewer Service Line minimum 2% slope. Private Water Wells. 4. Check Well/Septic Separation Prior To Construction. Septic Sys~e~ 5. Place Trench Parallel To Contours. 6. Additional Test Hole(s) Prior To Construction. Velt Tonk NeighboP. System NOR THRIM (,,,*'t... ........ ENGINEERING Eagle Ri~, AIo~o 99577~1~'? CHARLICE SUBDIVISIDN LDT A-3-CBA SEPTIC SYSTEM ~/ELL SITE PLAN LAYDUT 10/4/16 425 % St°pe % S~.oPe -~RE.~qCB CHARLICE SUBDIVISION LOT A-3-C2A SEPTIC SYSTEM X4ELL SITE 1' = 50' PLAN LAYDUT 10/4/16 0 O' OLd b_ <- U q- 0 <- 0 O_ -0 0 0 ~ (_~ u , SOILS LOG - PERCOLATION TEST Date Per?ormect~ 10/8/:15 Per?ormed For: Kent Devine Legal Description: CharLice Lot A-3-CSA 1 2 - 3 - DEPTH (FEET) m 5 - 6 - 7 - B - 9 - 10 - 11 - 1;~ - 13 - 14 15 16 - 17 - 18 - 19 - 20 - 21 - Organic T,H, Location: See Attached Design SM Silty Sand w/ Gravel Damp Groundwater? No Depth -- Water Depth A?ter Monitoring,10,5 Date, 10/16/1~ # Dc~e Gross Time Ne~ Time Depth Ne~ Drop 1 10/8 0 -- 7. -- 2 10/8 10 10 rain, 8 3 10/8 12 -- 7, -- 4 10/8 22 10 rain, 5 lO/B 25 -- 7, -- 6 lO/B 35 10 min, 8" 7 10/8 37 -- 7, __ 8 lO/B 47 10 min. 8' 1 9 10/8 50 -- 7,, __ 10 10/8 60 10 rain, PercoLation Rate 10 min,/inch Perc HoLe Diameter Test Run Between 5' and 6' Comments: Pre~nnkpd. Mpn~urpd ±o nenrp~$ 1/l(~-th inch. Per?ormed By Nor±bRim Eng. I~ CERTIFY THAT THIS TEST WAS Per?ormed in Accordance with ALL State~HunicJpa[ GuideLines in EP?ect ON THIS DATE, DATE: 10/:16/15 TESTHOLE LOG GEOTECHNICAL TH1 • Municipality of Anchorag • - On-Site Water and Wastewater Progra -t�_ (907) 343-7904 "' 4. CERTIFICATE OF ON-SITE SYSTEMS APPROVAL Parcel I.D. 067-011-21 Expi tion Date: `? Z -( 7 1. GENERAL INFORMATION Complete legal description Charlice Lot A-3-C2A �6 4, Location (site address) Spruce Drive, Eagle River, AK /41 5� ui 699 Current Property owner(s) Bennett Day phone 229-4966 Mailing address same Real Estate Agent Quinn Day phone 229-4966 2. TYPE OF DWELLING: ® Single Family (w/wo ADU) ❑ Duplex 14, ` ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 5 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: Date: '1/4V/ 7 COSA to be released to the engineer,unles therwise requested by the engineer. COSA Fee $ 1(1 lel Date: Date of Payment ' ` 12.E 17' Date of Payment Receipt Number 05I1 D Receipt Number COSA# 05011412? Waiver# 5. S 4.TEMENT OF INSPECTION BY ENGINEER 144, As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based on proceduresreoi4lined 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 Date 9/11/2017 6. DSD SIGNATURE i, System #1 Approved for 5 bedrooms. • ;' System #2 Approved for bedrooms. 4,. r Disapproved. '6 -. •�,�' :° Conditional approval for bedrooms, with the following stipulations.`''•`''I''" Pja �� ON-Spyo<< ' ITE �: WATER AND m o WASTEWATER o NROGRgM �" �SER �- By: r,, _ �,.__ � `�- :� Original Certificate Date: ( t `; The Municipality of Anchorage 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 X Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other COSA blue sheet 9-1-12.doc • If more than 1 septic system is on the lot: COSA Checklist# of Structure served by this system Cert ficate of On-Ste Systems Approval] Checklist Legal Description: LOT A —3—C-ZA Parcel I D:Q C. 70 i( I A. WELL DATA Well type I"p If A, B, or C provide PWSID# Well Log (YIN) Date completed 5/20 7 Sanitary seal (YIN).* Wires properly protected (Y/N) V Total depth 3Z4 ft. Cased to gy ft. Casing height (above ground) 2`1 in. FROM WELL LOG AT INSPECTION Date of test sizc l/17 N Static water level Tr ft. ft. Well production / 5 g.p.m. g.p.m. WATER SAMPLE RESULTS: Coliform C3 colonies/100 mL Nitrate /sJ h "nglL Arsenic /J J ug/L Date of sample: Veel 7 Collected by: /i 2ru,,F7- B. SEPTIC/HOLDING TANK DATA Tank Type/Material S / T c_/S7I:EG Date installed 672./i7 Tank size / 566 gal. Number of Compartments 0 Cleanouts (Y/N) �f Foundation cleanout (Y/N) y Depression over tank (Y/N) /1/41High water alarm (Y/N) A) Date of pumping [JFLc) Pumper C. ABSORPTION FIELD DATA Date installed 6/Z//7 Soil rating (g.p.d./ft2 or ft2/bdrm) 0. b System type fl Length C ft. Width 5 ft. Gravel below pipe ft. 7 Total depth 5 ft. Eff. absorption area 74,4 ft2 Monitoring tube y Depression over field it/ Date of adequacy test i../ i't/6 Results (Pass/Fail) For 5 bedrooms Fluid depth in absorption field before test in. Water added gal. New depth in. Elapsed Time: min. Final fluid depth in. Absorption rate >= g.p.d. Any rejuvenation treatment(past 12 mo.) (Y/N & type) If yes, give date D. LIFT STATION NA Date installed Size in gallons Manhole/Access (YIN) "Pump on" level at in. "Pump off" level at in. High water alarm level at in. Datum Cycles tested Meets alarm &circuit requirements? E. SEPARATION DISTANCES WELL ON LOT TO: Septic tank/lift station on lot A/Qd�'r' On adjacent lots lod f Absorption field on lot lob ''F On adjacent lots /4O 1- / Public sewer main Oa b+ Public sewer manhole/cleanout . lO Q 't' Sewer/septic service line Z.5 'f` Holding tank /0 0 '1'-- Animal rAnimal containment areas 5C 1' Manure/animal excrete storage areas /6.0 ''t SEPTIC/HOLDING TANK ON LOT TO: Building foundation /1° (+- Property line /0 /'- Absorption field cS ` 'fr Water main /6 fi' Water service line / ) "1"` Surface water /00 "t Wells on adjacent lots .4:10 1- ABSORPTION FIELD ON LOT TO: Property line / Q /..„... Building foundation /6 r-14 main /D (t Water Service line /Q ,'t Surface water etA::7 t Driveway, parking/vehicle storage /t1 ?- Curtain Curtain drain S-d (t Wells on adjacent lots /a.) r'- F. COMMENTS G. ENGINEER'S CERTIFICATION '' .:L+a�1 �* t0 . . / certify that I have determined through field inspections and ," - • review of Municipal records that the above systems are ins * conformance with MOA COSA guidelines in effect on this date. 0 I ckEte ;; Engineer's Printed Name -/—_ \/(1--- (-N Date 911!/1 7 ?711(7 • .. COSA yellow sheet_2-6-15.doc -I / , o / o / I tar I o 31. ? D 1 w 1ti D 1e. 1 I- -; `012, \ c.°>. / N. a IA is 0 to D �% 946 00G tl — .1 • A___w 9v5ZQ G, � t _ - / ' �_ ' 360g0SZ __ 0 Z j 30 toa 8 f/ t / o J- • Citi �C` cP:"..> / a � / sl i: • -... . . P: 1-'>)- -- ". : -- .-<5.. "/ , IQ �� ' / P 13•le / / o / 1,1 / x / / ','/. / O 4,. / P / / I �, :v%. �+ & 7 0 p4 : -o C J N . p . o 6 In ? syt. • * Co a xi O I- 0 n 1/42 2 • 20 r..O. PLOT PLAN AS BUILT X SCALE 1. - 50' GRID SW 0364 Protect No. 16-179/B5 11500 Daryl Avenue. Anchorage, Alaska 99515-3049 Lang & Associates , inc . (907) 522-6476 Phone (907) 522-4625 Fax �{ .OFA Professional Land Surveyors o nnaatiaanngsurvesurrey eom _ �•9 H I c that I have surveyedthe following described properly: %��' III hereby CHARL.ICE SUBDIVISION (PLAT 2015-144) ' *�' 49- �* i Anchorage Recording District. Alaska. and that the improvements situated thereon are wtthin the properly lines and do not encroach onto the property adjacent thereto, that / i no improvements on the property lying adjacent thereto encroach on the surveyed 2- premises V"*Zal4 . and that there are no roadways, transmission fins or other visible i It L'1' easements on said properly except as Indicated hereon. -+-1, I 1 �, -5202. . Dated this the ! Day of �w'�b+�- . ".b L-2. , at Anchorage. Alaska .alp 1 M 9101M1-" r It is the responsibility of the owner to determine the existence of any easements, ` \��‘ `� covenants. or restrictions which do not appear on the recorded subdivision plat. AECC963