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HomeMy WebLinkAboutTIMBER RIDGE #1 BLK 3 LT 2Timber Ridge Block 3 Lot 2 #050-321-48 Municipality of Anchorage On -Site Water and Wastewater Program • (907) 343-7904 Page ( of ON-SITE WASTEWATER INSPECTION REPORT Permit Number: 0S 1p lram 1 t It 13 PID Number: 062 —'j2( "ll Dwelling: M Single Family (SF) ❑ Duplex (D) ❑ Multiple (SF and/or D) Project: ®. New ❑ Upgrade Name: IpGtva pMtyve�, ABSORPTION FIELD ® Deep Trench ❑ Shallow Trench ❑ Bed ❑ Mound Address Phone Number of Be rooms Other Soil Rating Total depth from original grade O ' GPDISF /0 - Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade Gravel depth beneath pipe Subdivision �}// Block Lot h 1 Ft Ft. iR d l 3 Z Fill addedlD above original grade Gravel length I 1tJ eq� Z Township Range Section Ft. Ft. Gravel width Zr Beds: Number of Lines Distance between lines SEPARATION DISTANCES To Septic AbsorptionHolding Sewer Lift Station Ft. Total absorpfion area Number of ttrenches — FL Dist. between trenches From Tank Field Tank Line ? 510 Ft' Ft. Well 100141. 1064 Al� //// DI� TANK eptic ❑ S.T.E.P. ❑ Holding ❑ Other Manufacturer �.w/ r , �ar I(— Capacity I z 5� O Gal. Surface Water 100 F too,+ MaterialNumber of compartments Lot Line V'4. (Q 1 + Z NA 5 ��>° 2� Foundation LIFT STATION Manufacturer Capacity Curtain Drain• t✓ Gal. q Remarks ,l _ Clllll On 44 ei L&,O p'.F 2 Pump on level at Pump off level at in, igh water alarm at in. Pump make a odel Electrical Inspections performed by Installer - A Tank PIPE MATERIAL House to tank Tank to to if! drain Q/� �C rh l ^' a NSO� Drainfield 'y0lCO/MT 703lF Inspector h tAAi.cUSO • P f BENCHMARK (Assumed elevation) 1190 ft Inspection f , dates: 7 L 61$ 2 - -- - I /(zvn Location and description G'0rh2v v� 4 3itl 4p lns COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL I�EnnkIkKk�,mp Conditional Approval:i Date10. `g�,.•°"".•q�`@�a � *.*e _o0*.'4qTH* .... v0 •• MICHAEL N. ANDERSC.N "mac 03. A. 69 Approved h -p /,/ Date ZX91®Pft'��l 7C \®®®oma Inspection Report 9-1-12.doc - Permit No. OSP131193 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: TIMBER RIDGE #1, BLK 3, LOT 2 PID No.: 050-321-48 \MARK A B C 2 25 // TCD TC6 8 15 25 CO2 r\ 21 25 26 Co'3' 22 26 C�04 28 11 MT C05 \1 661 510 \ \ 1 T THJ�\ CO NCH, BOTTOM OF SIDING �\ 1 \ I \ \ I � A I ti I \ \ I 1 i I FELL rs to k 1s S, vKJ'1 1 v r, R aff M .................... 10 :.MICHAEL N. ANDERSON:T I. n... No. CE 9.469 I Certified Drilling Log 89cl & COLEDOG CO doe ULLIVAN MATER WELLS P.O. Box 670269, Chugiak, AK 99567 888-2758 OWNER OF LAND: David Lamont ADDRESS: Bore Hole Data Depth From To LEGAL DESCRIPTION Timber Ridge H1 Blk 3 Lot 2 DATE: 5/13/14 0 2 PERMIT NUMBER: OSP131193 DATE OF ISSUE: 7/25/13 TAX IDENTIFICATION NUMBER 05032148000 Is well located at approved permit location: ®Yes No Method of Drilling: ®air rotary ❑cable tool Depth of Well: 324' Casing Type: steel Wall thickness.250 inches Diameter: 6 inches, depth 323 feet Liner type none Static Water Level: 151 feet Recovery Rate 8 gpm ❑ gph Method of Testing air Well Intake Opening Type: open end ❑open hole ❑ Screened Start feet Stopped ❑ Perforations Start feet Stopped Grout Type: Bentonite chips Volume: 1oOlbs Depth: from 0 feet, to 40+ feet Well Disinfected Upon Completion: Myes ❑ no Method of Disinfection: Chlorine 50ppm Comments: 2 4 4 105 105 117 117 240 240 290. 390 315 315 324 Casing stickup overburden Silty sand & gravel Sand & gravel Hardpan Tight silty sand & gravel Hardpan w/ clay yellow Sand & gravel w/ yellow clay - Water Drillers Name: Cole Sullivan ATTENTION: It is the responsibility of the property owner to submit a copy of the well lag to the proper authority. Municipality of Anchorage: Department of Health & Human Services and/or Department of Environmental Conservation. Matsu Borough: Department of Environmental Conservation. Municipality of Anchorage Community Development Department On -Site Water & Wastewater Program 4700 Elmore St. P.O. Box 196650 Anchorage, AK 99507-6650 www.muni.org�onsite (907) 343-7904 Pump Installation Log Well Drilling Permit Number: SW 0SP131193 Date of Issue 7-25-13 Parcel Identification Number: 05032148000 Legal DescriptionPr-7 operty Owner Name & Address Timber Ridge #1 Elk 3 Lot 2 David Lamont 10213 Preuss Lane #A Eagle River, AK 99577 Pump Installation Date: 5-17-14 Pump Intake Depth Below Top of Well Casing: 313 Pump manufacturer's Name: Grundfos Pump Model: 10SQE15-330 Pump Size: 1.5 Pitless Adapter Burial Depth: 11 Pitless Adapter Installer: Sullivan Water Wells Disinfected Upon Completion? ® yes ❑ no Method of Disinfection: Chlorine 50 PPM Comments: Pump Installers Name: Cole Sullivan – Sullivan Water Wells feet hp feet Attention: The pump installer shall provide a pump installation log to the DSD within 30 days of pump installation. Well Disinfected Upon Completion? On -Site Water & Wastewater 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: OSP131193 Tax Code Number: 05032148000 Work Type: WellSeptic Permit Effective Dates: July 25, 2013 to July 25, 2014 Design Engineer: ANDERSON CONSTRUCTION & ENG'G Subdivision: TIMBER RIDGE #1 7-26-13 4 )2 : of Site Legal Address: TIMBER RIDGE #1 BLK 3 LT 2 G:0255 Owner/Address: LAMONT DAVID 10213 PREUSS LANE #A EAGLE RIVER AK 995770000 Site Mailing Address: 19410 UPPER SKYLINE DR, Eagle River Lot Size in Sq Ft: 42694 Total Bedrooms: 4 This permit is for the construction of: Y Disposal Field Y Septic Tank 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 freezing. Special Provisions: PRIOR TO FINAL APPROVAL: All constructed slopes steeper than 25% shall be vegetated prior to final approval. Received Issued By By:... - y: Date: Date:aS' 13 MUNICIPALITY OF Community Development Department Development Services Division On -Site Water & Wastewater Program ANCHORAGE Phone: 907-343-7904 Fax: 907-343-7997 ON-SITE SEWER/WELL PERMIT APPLICATION Parcel I.D. 05-0-3;X1 ^L4Q Property owner(s) k� cK4l 4L 16-q t-, vO4_ Day phone Mailing address Site address 11-110 Llppe�c S'K!4 U7 Q.. �3?. Legal description (Sub'd., Block & Lot) Legal description (Township, Range & Section) Lot Size t--O—Lf ?q Sq. Ft. Number of Bedrooms APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field Initial ® Single Family (SF) Septic Tank Upgrade ❑ (w/wo ADU) Duplex (D) ❑ Holding Tank ❑ Renewal ❑ Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well Water Storage ❑ 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. property owner or autnorized agent) Permit/Rush Fees: 510 t 2001 _ Waiver Fees: _ Date of Payment: ( _ Ck-*?n3 Date of Payment: Receipt Number: t (,oS) w5 Receipt Number: Permit No. 0)el wk �2 Waiver No. Permit App_.:: - J Michael N. Anderson, P.E. Civil/Structural Engineering & Construction 4661 Natrona Avenue Anchorage, Alaska 99516 Phone 345-3377 Fax 345-1391 July 8, 2013 Municipalities of Anchorage Departments of Health and Human Services P.O. Box 196650 Anchorage, Alaska 99519-6650 Fax 249-7847 Re: Timber Ridge S/D, Blk 3, Lot 2 To Whom it may concern: This is a request for a septic and well permit. A test hole was excavated to 16 feet revealing silty gravel for the entire test hole depth. The perc rate was 10 minutes per inch with no water observed during excavation or after the 7 day waiting period. A simple deep trench has been designed with 8 feet of effective depth. The slopes at the septic area are greater than 25% therefore fill will be added to the area from the house excavation to keep it less than 25% for 50 feet. This new system will not impact any of the neighboring properties due to the large lot sizes and good soils. Please call me if you have any questions. Sincerel�7, 'T Michael N. Anderson, P.E. DESIGN CRITERIA - 4 BDRM X 150 = 600 GPD SOILS = 600/0.8 = 750 GPD 750 GA/18 = 42' (1) TRENCH 10.0' DEEP 9.0' EFFECTIVE 2.0' WIDE 42' LONG { 1010 TIMBER RIDGE BLOCK 3, LOT 1\ S -' PROPERTY LINE O \ \PROPOSED HOISE 1 / I I 90 t` i I ,1 / n (TH#1) 1.0 MOUND OVER o RADE FILTER FABRIC 4"0 PIPE /\ I I I \. r T, GE LT 4 WELL O LBF'R IDGE1,,LOT ` 1 • P \ I ♦ /G I / \ I \ I�I 1 SEWER ROCK / ' I -- TIMBER RIDGE' / BLOCK 2, RID'OT 5 / i 100' RADIUS RIDGE #1 3, LOT 3 R5kLING HILLS VIEW ESTATE BLOCK 3, LOT 4 PROPOSED DRAINFlELD �/ \ �I l Septic Design Prepared for DAVID LAMONT TIMBER RIDGE #1, BLOCK 3, LOT 2 Anchorage, Alaska Michael N. Anderson, P.E. DATE: 4661 NATRONA DRIVE DRAWN: ANCHORAGE, ALASKA 99516 345-3377 / FAX: 345-1391 SCALE: 7/2/2013 DJR 1"=100' ORG GM -10.0 /\ I I I \. r T, GE LT 4 WELL O LBF'R IDGE1,,LOT ` 1 • P \ I ♦ /G I / \ I \ I�I 1 SEWER ROCK / ' I -- TIMBER RIDGE' / BLOCK 2, RID'OT 5 / i 100' RADIUS RIDGE #1 3, LOT 3 R5kLING HILLS VIEW ESTATE BLOCK 3, LOT 4 PROPOSED DRAINFlELD �/ \ �I l Septic Design Prepared for DAVID LAMONT TIMBER RIDGE #1, BLOCK 3, LOT 2 Anchorage, Alaska Michael N. Anderson, P.E. DATE: 4661 NATRONA DRIVE DRAWN: ANCHORAGE, ALASKA 99516 345-3377 / FAX: 345-1391 SCALE: 7/2/2013 DJR 1"=100' 11 TIMBER RIDGE #1 <� BLOCK 3, LOT 1 SEPTIC i V4 PROPERTY LINE \ \ 10/ W \ \ ' PROPOSED 1250 GALLON n �4� �Q\ \ SEPTIC TANK \ Q� FILL TO BE ADDED \ SLOPE LESS THAN r r f , / / i PROPERTY LI SEPTIC I < `— TIMBER RIDGE/ BLOCK 2, LOY 4 .� PRO SEPTIC ROLLING HILLS VIEW ESTATES BLOCK 3, LOT 4 TIMBER RIDGE 1 BLOCK 2, LOT 41_ sE I 1 7--- SED DRAINFIELD /— 10' UTIL. EST _ TIMBER RIDGE #1 BLOCK 3, LOT 2 A Septic Design Prepared for DAVID LAMONT TIMBER RIDGE #1, BLOCK 3, LOT 2 Anchorage, Alaska PROPSOED WELL 100' RADIUS r � sEPTIc 1 r I < 1 TIMBER RIDGE #1 J BLOCK 3, LOT 3 / \ \ Michoe► N. Anderson, P.E. DATE: 7/2/2013 4661 NATRONA DRIVE DRAWN: DJR ANCHORAGE, ALASKA 99516 345-3377 / FAX: 345-1391 SCALE: 1"=50' 11 ` r TIMBER RIDGE 1 BLOCK 2, LOT 41_ sE I 1 7--- SED DRAINFIELD /— 10' UTIL. EST _ TIMBER RIDGE #1 BLOCK 3, LOT 2 A Septic Design Prepared for DAVID LAMONT TIMBER RIDGE #1, BLOCK 3, LOT 2 Anchorage, Alaska PROPSOED WELL 100' RADIUS r � sEPTIc 1 r I < 1 TIMBER RIDGE #1 J BLOCK 3, LOT 3 / \ \ Michoe► N. Anderson, P.E. DATE: 7/2/2013 4661 NATRONA DRIVE DRAWN: DJR ANCHORAGE, ALASKA 99516 345-3377 / FAX: 345-1391 SCALE: 1"=50' /35% NEW SLOPE TO BE VEGETATED PROPERTY LINE EXISTING 35% / SLOPE TOE OF/LOPE, SHOULDER / OF ROAD Septic Design Prepared for DAVID LAMONT i � I \� 1 10' DEEP r DRAINFIELD � r v NEW FILL WAS KEYED \ INTO THE SLOJE \ TIMBER RIDGE #1, BLOCK 3, LOT 2 Anchorage, Alaska Michael N. Anderson, P.E. DATE 4661 NATRONA DRIVE DRAWN: ANCHORAGE, ALASKA 99516 345-3377 / FAX: 345-1391 SCALE: 49 T,� 7/24/2013 ♦♦MI:MICHAEL N. ANC ♦ No,/E 941 1' D50 ♦♦�1FE kSS� Performed For: Legal Description: 11 fC! 1 1 1 1 COMMENTS Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 Elmore Road P.O. Box 196650 Anchorage, AK 99507 www.ci. anchoraoe.ak.us (907) 343-7904 rc OF. A(_4 * • 49TH ... ...• .•........... MICHAEL N. ANDERSON CE -9469 Soils Log -Percolation Test L ft -A l+'t T�/� Date Performed: tJ A d O'L (�i � L �"-" Township, Range, Section: OV05 *Alt S SJn V Ii p Vn. Rr/#ak UE - 1 y4t, WAS GROUNDWATER • !� ENCOUNTERED? (`{ Depth to Water S IF YES, AT WHAT DEPTH? L Depth to Water After Monitoring? / D O N G Date: E S VrT400 A. 4i_iNfA, Reading Date Gross Time Net Time Depth to Water Net Drop 130 30„,,„ (9'` 3 " rf 69 3.. 1 �'(tl /'Y� t NJ . 4,� PERCOLATION RATE 1 V (minuteginch) PERC HOLE DIAMETER 10 TT TRUgNB`ETWEEN FT AND SFT V 1µ.e- V S �l0 ✓b PERFORMED BY: "vt cyA h t tyg, #A I CERTIFY THAT THIS TES;A PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: _) � cr /f0 1`11191 A rr Al ® Municipality of Anchorage On -Site Water and Wastewater Program s (907) 343-7904 • b . i r Certificate of On -Site Systems Approval Patcel 1. D. 0" --+'If -� -`6 1. GENERAL INFORMATION Expiration Date: S 23 Complete legal description Tt+vL k etr 9t Jvy4( Ri Z, L v(-- -7, Location (site address) `( q `f/0 te �P✓ S t!G -e 4ij �t ne— pV- Current Property owner(s) __-�U V-� � 4 /� awt 4 • Day phone Mailing address Real Estate Agent 2. TYPE OF DWELLING:. Single Family (w/wo ADU) ❑ Duplex ❑ Multiple -Dwellings (Single Family and/or Duplex) Day phone 0 Wrn-eP '-0 t-e0v-4e 3. NUMBER OF BEDROOMS: ®� 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well Individual Individual Water Storage ❑ Holding Tank ❑ Community Class Well ❑ Community ❑ Public Water System ❑ Public Sewer ❑ WaiverNariance request for* Distance: ^^}�y^� �bJn/ Received by: J —/(! �s� Date: �o IJP COSA to be released to the engineer, unless otherwise requested by the engineer. , COSA Fee $ W--"/ • (6 Date of Payment /s Receipt Numbery 1 COSA'#'�!�(��C7� 1.'3�Waiver Fee $ i-%'T5ate of Payment R70o5Lceipt Number Waiver # 5. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below; I verify that my investigation, based on procedures outlined in the Certificate of On -Site Systems Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at/the time of installation. Name of Firm Nit k' � � sg�LrJ�L✓7 Phone `Z Address 4&(1?( Na' #drk ✓tvL, / Engineer's Printed Name Mtk fAACY rO Date By. Original Certificate Date:'—i The Municipality of Anchorage/Defvelopment 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 Ce$A blue steel r . c �r f �E t `^ 6. DSD SIGNATURE System #1 Approved for bedrooms r•-, e t{ C System #2 Approved for bedrooms Disapproved p e Conditional approval for bedrooms, with the following stipulations: By. Original Certificate Date:'—i The Municipality of Anchorage/Defvelopment Services Division (DSD) issues Certificates of On -Site Systems Approval (COSA) based only upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 7. ATTACHMENTS: COSA Checklist X Nitrate Advisory Septic System'Advisory Arsenic Advisory Well Flow Advisory Other Ce$A blue steel r . c 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 *1� Legal Description: VA �-ey V d!2 , Parcel ID: CJ S 0 - Zi 2t A. WELL DATA Well type 1'o u Date completed _ Total depth " 3V Date of test Static water level Well production If A, B, or C provide PWSID # --I Well Log (YIN) Y_ `fes Sanitary seal (YIN) Cased to —ft. FROM WELL LOGS l?j S t3,11Y `6 g.p.m. Wires properly protected (YIN) Casing height (above ground) IVin. AT INSPECTION ft. g.p.m. WATER SA�ESULTS: Coliform colonies/100 mL Nitrate mg/L Arsenic __1W0 ug/L Date of sample: 0 15 1? Collected by: x ar f im e S 4 E ! f B. SEPTIC/HOLDING TANK DATA Tank Type/Material h ,,e -r- l Date installed 7 L4 Tank size 12 q_0 gal. Number of Compartments _ Cleanouts (YIN) 7� Foundafinn rleanrr it /v/N De roO°'Cn nVer tangy N ni a..�..�,....., ni p. .. , J,.) High v.a« alarm. INS Date of pumping Pumper C. ABSORPTION FIELD DATA / t� Date installed 11_06Soil rating (g.p.d./ftZ or ftZ/bdrm) D, `d u System type. ''PeW �ur,,e.(,t Length iiZ ft. Width `z15- ft. Gravel below pipe '7eo ft. Total depth _ 13 ft. Eff. absorption area _`7 5"(o Monitoring tube Depression over field Date of adequacy test / Results (Pass/Fail) '" For _ bedrooms Fluid depth in absorption field before test min. Water added gal. New depth � in. Elapsed Time: min. Final Fluid depth --In. Absorption rate >_ g.p.d. Any rejuvenation treatment (past 12 mo.) (YIN & type) r�_ If yes, give date L_ D. LIFT STATION Date installed Size �gallons°Pump on" level at umat in. Datum Cycles tested E. SEPARATION DISTANCES WELL ON LOT TO: Septic tank/lift station on lot Q90 r * Absorption field on lot r t 4 Public sewer main t-1 Sewer /septic service line S r 0 °E' Animal containment areas l !i 0 r SEPTIC/HOLDING TANK ON LOT TO: Manhole/Access (YIN) _ High water alarm level at Meets alarm & circuit requirements? On adjacent lots 10111 r 4 - On adjacent lots 0 8 t Public sewer manhole/cleanout r Holding tank Manurelanimal excrete storage areas /0-0 t Building foundation �i r F Property line D r " 1' Absorption field r l� Water main � li'� Water service line 15'0 "t Surface water /00 r Wells on adjacent lots 10 0 + ABSORPTION FIELD ON LOT TO: Property line W 1 +- Building foundation t r7 t Water main f t1� Water Service line Std '� Surface wafer / 0 0 't= Driveway, parking/vehicle storage 10 Curtain drain Ji Wells on adjacent lots _LL-6—� F. C011111IENTS G. ENGINEER'S CERTIFICATION 1 certify that l have determined through field inspections and review of Municipal records that the above systems are in conformance with MOA COSA guidelines /Iin effect on this date. Engineer's Printed Name IXrtk�NAKiat.y Date 2/h 6 >5 COSA brown sheet_10-10.12.doc ®F qC i� 4 A• 49y" ........... ...... . . EL N. ANDERSON sic r" p469 ..�., LOT 1 _ GO m ,50 oPF,. OF .A✓ �,S�pO . 49TH ............................... Mark E. Davis i LS -7338 2/23/15 ADDDED SEPTIC RISERS EXISTING 53.70' LOT 2 42,694 S.F ® lf� W 90.32' _ 0 LOT 3 ORDERED BY: EXCLUSION NOTES: It is the owners res onaibilit to determine P y LLGLNU: St I FIND D A VE LA M O N T the existence of any easements, covenants, or restrictions 5/8"RB W/CAPS 5/8" RS 0 Which do not appear on the recorded subdivision plat. NOTE: It 3.25" ALIGN. MONUMENT Is the contractor's responsibility to check top of foundation grade and building setbacks In to lotlines HUB &TACK O relation and esm'ts. FENCE-—x—x— SURVEY CERTIFICATION: SLANA has conducted a OVERHANG- T /I� S LA NA SURVEYS INC. this property as shown. an this `hawing' survey the drawing and to the bast of our knowledge and CONC DECKS - CONCRETE- 0 abilitles, all dimensions have been measured true ASPHALT- and correct. SEPTIC STANDPIPES -LAND Q$ P, S B _J I L-7 O rr: LEGAL DESCRIPTION: WATER WELL-& ELEv.(NO DATUM)- oo.o CONSTRUCTION SURVEYORS 1200 E. 76th AVE., UNIT 1226 (fax) 929-3369 ANCHORAGE, ALASKA 99518 (907) 562-6103 r� LOT 2, BLOCK 3, WORK ORDER NUMBER: DATC JUNE 24, 2013 SCAIE 1"=40' PUT NUMBEA: 71-299 TIMBER�uA�" RIDGE N 1 ssr. d dNW aoN o. MD. t. 255 1.N/A