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Home My WebLink AboutHORIZON ESTATES LT 5'0 Horizon Estates Lot 5 #051-324-25 Municipality of Anchorage On -Site Water and Wastewater Program • (907) 343-7904 Page of ON-SITE. WASTEWATER INSPECTION REPORT Permit Number: OSP141468 PID Number: 051-324-25 Dwelling: H Single Family (SF) ❑ Duplex (D) ❑ Multiple (SF and/or D) Project: N New ❑ Upgrade Name: Troy Davis Homes ABSORPTION FIELD N Deep Trench ❑ Shallow Trench ❑ Bed ❑ Mound Address 165 E. Parks Hwy #200 Wasilla, AK 99654 ❑ Other Phone Number of Bedrooms Soil Rating Total depth from original grade 357-9394 3 .8 GPD/SF 10.9-11.0 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade 2.9-3.0 Ft.8 Gravel depth beneath pipe Ft. Subdivision Block Lot Horizon Estates 5 Fill added above original grade .5-1 Ft. Gravel length 36 Ft. Township Range Section Gravel width 3 Ft. Beds: Number of Lines Distance between lines I FL SEPARATION DISTANCES To Septic Absorption Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Lift Station Tank Line 1576 Ftp 1 1 Ft. Well >100' >100, >100' NA >25 TANK ❑p septic ❑ S.T.E.P. ❑ Holding ❑ Other Manufacturer Anchorage Tank Capacity 1,000 Gal. Surface Water >100' >100' >100' NA Material Steel Number of compartments Two Lot Line >5' >10' >5' NA NA Foundation >5' >10' >5' NA LIFT STATION Manufacturer Capacity Gal Curtain Drain None Noted 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 D3034 dTank to D3034 Installer Northern Excavation Drainfield F810 COIMT Inspector A. Harala BENCHMARK (Assumed elevation) 100.0 ft Inspection1' 11/15/14 11/5/14 Location and description' 2nd sb 11/6/14 f1h Garage Slab. COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL �%KWU,1 ' OF. 44 4## Conditional Approval: Date 5�4, �t. 491H a; . 40 E. c••MICHAEL ANDERSON : a; CE -4381 ; 44 ApprovedIle 6:6-t Date +119*...® ::�• Inspection Report_9-1-12.d Municipality of Anchorage DEVEOPMENT SERVICES DEPARTMENT 4700 South Bragaw Street Anchorage, AK. 99519-6655 - 343-7904 Permit Number: OSP141468 S89°56'55'E 2.39-� LOT LOT 4 �j .�•��E OF �. 4L 49th ? �� .......... �� I 90. MICHAEL E. ANDERSON a;` f4• No. CE -4381 •'ti % ESSI��:�� 28'45'E 12.49 11 N89°59'12'E 116.87 10' T& EESMT. HORIZON ESTATES LOT 5 40,028 SF Alternate Site C ®TH8 THREE BEDROOM HOME M1 C4 CD � O 2Co O° S2 co S1 O O ®T M Rl _ 0D / UI FCO U1 Well v15' T & E ESMT. 12.25 _ N89055'048E 133.31 PLAN AS -BUILT w MULDROW STREET g QrAI F 9" a An' Page 2 of 3 PID No. 051-324-25 A B Si 33.3' 38.0' S2 38.3' 41.1' C4 56.8' 61.1' C5 39.1' 33.2' Ml 152.8'155.9' I11ijw:l LEGEND M1 — MonitorTube I FCO — Foundation Clean Out TH — Test Hole Cl — Clean Out Municipality of Anchorage DEVEOPMENT SERVICES DEPARTMENT 4700 Elmore Road Anchorage, AK. 99519-6655 - 343-7904 On -Site Wastewater Disposal System or Well Inspection Report Permit Number: OSP141468 1,000 Gallon Septic Tank r 93.4 Page 3 of 3 PID No. 051-324-25 H011115Ki 36' (Trench Length) 41 :.� PROFILE AS -BUILT �t NC E. NDERS13N No Scale Feb.18.2025 05:05 PM (907) 357-7987 fax ACE WATER WELL DRILLING A subsidiary of ACE Ventures, Tru. P.O. Box 520090 11671V. Knapp Dr Big Lake, Ak. 99652 (907) 376.7987 (907) 354-1398 cell Well Owner 'Frog Davie Homes Location: Tat $ Horizon — Uglc River Date of Completion: QUISl2015 lobtt 15 -DI uRofwetl. Domestic Drilling Method: A€rRotary Sirs of Casing: 6" Depth of hok 160 feet Cased to: 121 feet Static Water Lcvck 71 feet below top of casing. Finish of Well ( ) Open End ( x ) Grout/Seal (X ) ScreenlLirter (X ) Perforated Describe screen, seal, or pertbrations Perforated From 118 to 120 feet. PVC Liner set from 120 to 160 r001. Bentonite surrace groat 80111. Well Pumping Tost At 5 Gallons per { } hour ( X ) Minute - suggested Pump setting depth: 150 feet lkom top of rasing. Method or€nctablets Depth in feet ttoln casing to Demils of FormationsAixe/colorl etc 0 to 2 feet 2 to 60 feet Stick u Sil# aval 60 to 63 fee# 63 to 119 feet 9il sand di water &ravel siltv eia and avel __ 119 to 121 feet Water ave1— cobbles 121 to 160 feat Bedrock Driller Signatur Hate: PAGE. 1/ 2 Ace • Box 520090 Big Lake, A. 99652 (907)376-7987 Well Owner: Troy Davis Homes Installation Date: 03/1612015 Legal Description: lot 5 Horizon - Eagle River Pump Intake Depth: 113' feet below top of casing (TOC). Pump Manufacturer. Goulds Well Depth: 125' Model: Bruiser Size: % horse SN: H1443835 GPM: 10 gpm ! • f • • . • r • ' f ZSZME' installer 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: OSP141468 Tax Code Number: 05132425000 Work Type: WellSeptic Initial Permit Effective Dates: November 12, 2014 to November 12, 2015 Design Engineer: ANDERSON ENGINEERING Subdivision: HORIZON ESTATES Site Legal Address: HORIZON ESTATES LT 5 G:0553 Owner/Address: TROY DAVIS HOMES INC 165 E PARKS HIGHWAY STE 200 WASILLA AK 996540000 Site Mailing Address: 18231 MULDROW ST, Eagle River This permit is for the construction of: Y Disposal Field Y Septic Tank N Holding Tank Lot Size in Sq Ft: 40044 Total Bedrooms: 3 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. Receiv Issued ed By: Date: - By. Date: MUNICIPALITY OF ANCHORAGE Community Development Department Phone: 907-m343-7904 ® Development Services Division Fa TTA On -Site Water & Wastewater Program OCT 2 0 2014 ON-SITE SEWER/WELL PERMIT APPLICATION Gretchen Stuller Parcel I.D. 051-324-25 Property owner(s) Troy Davis Homes Day phone 310-2501 Mailing address 165 E. Parks Highway #200 Wasilla, AK 99654 Site address Fish Hatchery Road Eagle River, AK 99577 Legal description (Sub'd., Block & Lot) Horizon Estates, Lot 5 Legal description (Township, Range & Section) Lot Size 40,044 Sq. Ft. APPLICATION IS FOR: 10 all that apply) Absorption Field ❑X Septic Tank Q Holding Tank ❑ Privy ❑ Private Well ❑X Water Storage ❑ Number of Bedrooms Three APPLICATION IS AN: TYPE OF DWELLING: Initial 0 Single Family (SF) 0 Date of Payment:�olaT (w/wo ADU) Upgrade ❑ Receipt Number: Permit No. 051PNI L!0 Duplex (D) El❑ Renewal 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. property owner or authorized 4 Permit/Rush Fees: ?-$ C/" Waiver Fees: Date of Payment:�olaT Date of Payment: Receipt Number: & A ] � Receipt Number: Permit No. 051PNI L!0 Waiver No. Permit App__ :-:L.:c. October 17, 2014 Municipality of Anchorage Development Services Department On -Site Water and Wastewater Program 4700 South Bragaw Street Anchorage, AK 99519-6650 Subject: Lot 5, Horizon Estates Subdivision Septic System Design and Permit Application Impacts to Adjacent Properties Dear Onsite Services Engineer The owner of Lot 5, Horizon Estates Subdivision intends to construct a new three- bedroom home on the lot. We are requesting a permit be issued for the construction of a new well and septic system to accommodate the home. The attached Site Plan and backup documentation identify the location and configuration of the proposed well and septic system along with the alternate site. Also identified on the plans are the proposed and existing wells in the area and septic systems on surrounding lots. No conflicts exist between the proposed septic system and the well or septic systems and wells on adjacent lots. Drainage arrows and ground contours are shown on the site plan showing the grade and direction of flow on the lot. The drainage pattern will not be changed as a result of this project. All work will be completed in accordance with the Site Grading and Drainage Plan for the subdivision. The test holes placed on the lot indicated silty gravel with sand (GM). The percolation rate of the soil was determined to be 6 to 15 minutes per inch. No groundwater was found during the placement of the test holes and none was noted during the monitoring period. An application rate of .8 gallons per day per square foot was used in the design of the absorption system. We are proposing to place a new 1,000 -gallon septic tank and a 36' long by 3' wide by 8' effective depth absorption trench to treat and dispose of the effluent generated in the house. The elevation of the distribution line in the absorption trench will be 2.5' below the surface and the total depth will be 10.5'. A minimum of 3' of fill or 2" of insulation and 2' of fill will be placed over the absorption trench and 4' over the septic tank. The ground surface on the lot in the area of the septic system slopes to the north and northwest at a shallow grade with some cross sloping from the east. The new trenches will be constructed parallel with the contours of the slope as much as possible in conformance with Municipal requirements. The new septic system will be constructed a minimum of 100' from all wells and any surface water and 10' the proposed and existing water services in the area. Lot 5, Horizon Estates October 17, 2014 Page Two If the system is constructed in accordance with our design the following statements apply: 1. The system, if constructed as designed, will have no adverse impact on the wells in the area or those to be constructed in the future. 2. The system, if constructed as designed, will have no adverse impact on existing septic systems in the area or those to be constructed in the future. 3. The system, if constructed as designed, will have no adverse impact on reserve space, either surface or subsurface, on any lots located in the area. 4. The system, if constructed as designed, will have no adverse impact on drainage patterns in the area. The current drainage pattern will be maintained. All work will be completed in accordance with the Site Grading and Drainage Plan developed for the subdivision. Sincerely, Michael E. Anderson, P.E. Attachments •� 9. 49th. MICHAEL E. ANDERSON NO. CE -4381 No Conflicts with r Septic Systems t the North N8 9'12" 116,87 10' T & E ESMT. IZON E LOTY 5 40,029 SF 36' Loqf x 3' Wide x 8' Effective Denth CONTOUR N o w INTERVAL — 2' 1,0 Gallon N w Sep' Tank \ £ w / SO m CO THS SV _�---- V > o FCO TH7 R) V OJ CA (11 4 THRE EDROOM HOME Proposed :?w:k•.•t vis<i;' 4: Well Pro posed �4"' Well 9999 15' T E ESM ♦1 1225 .s•�_ ...... ♦ .�° 9°55'04"E 3,3 Proposed ♦1 ell 49th •. g M RO STR T o L END p..: X......'. ........ ...... Y/ _ //_ MT - Monitor T e .%..�.'...�....... ............ .. FCO -Foundation Clean Out MICHAEL E. ANDERSDN : • TH - Test Hole C CO - Clem Out �fn•% ''•'� / SINo. CE -4381 T� PLAN 2C0 - ouhle Clean Out SCALE t" = -4 - LOT 5, HORIZON ESTATES SUBDIVISION DESIGN FACTORS: SYSTEM REQUIREMENTS Three Bedroom Home Deep Trench System Perc. Rate: 6-15 Min./Inch 1,000 Gallon Septic Tank Application Rate: .8 GPD/SF 8' Drainfield Rock 3 Bedrooms X 150 GPD/.8 GPD/SF (Application Rate) = 562.5 SF Absorption Area 562.5 SF/16 SF/LF = 35.16 LF Trench Length THEREFORE: Construct a 36' Long x T Wide x 8' Effective Depth Absorption Trench at the Location Shown. Flow Line Elevation in the Trench to be 2.5' Below Original Ground. Total Depth to Be 10.5' Below Existing Ground. Provide 4' of Cover Over Septic Tank and a Minimum of 3' Cover Over Absorpiton Trenches. Maintain 100' Separation from Wells in the Area. Natural Backfill 2-0" Geotextile Fabric 6-, O 4" Perforated PVC (Holes Down) 8'0" 1 1 Drainfield Rock 3' TYPICAL DEEP TRENCH SECTION (NO SCALE) NOTE: Grade Area Over Trench to Drain Away. Minimum 6' Separation From Bedrock. Minimum 4' Separation From Groundwater. Minimum 100' Separation From Wells in the Area. Minimum 100' Separation From Surface Water or Streams: �� MUNICIPALITY OF ANCHORAGE DEVELOPMENT SERVICES DEPARTMENT 4700 BRAGAW STREET ANCHORAGE, AK 99519-6650 DEPTH (feet) 1- 2- 3- 4 - 5 - 6- 7 - 9 - 10— II 14 15 16 17 18 19 SOILS LOG - PERCOLATION TEST LEGAL DESCRIPTION: LOT 5, HORIZON SUBDIVISION PERFORMED FOR: TROY DAVIS HOMES DATE: 10/10/13 PROJECT No.: PARCEL ID#: TECHNICIAN: A. HARALA TEST HOLE 7 r�r OB/OG a SILTY GRAVEL WITH SAND d GM a d ° DENSE a a a ° BOH @ 17.5' SLOPE WAS GROUND WATER ENCOUNTERED? NO IF YES @WH READING S DEPTH OF WATER AFTER MO DEPTH ro WATER (INCHES) NET DROP (INCHES) DATE OF MO. TEST HOLE PRESOAKED PRIOR TO TESTING: 10/10 SITE PLAN SEE SITE PLAN 8 2 AT DEPTH? NFLORINS NoIWE L *IITORING: 10/16.'13 EPU 2% DATE READING GROSS TIME (MINUTES) NET TIME (MINUI DEPTH ro WATER (INCHES) NET DROP (INCHES) TEST HOLE PRESOAKED PRIOR TO TESTING: 10/10 1 12:19 6.38" 2 12:49 30 9.56" 3.19" 3 12:52 6.31" 4 13:22 30 9.56" 3.25" 5 13:23 6.38" 6 13:52 30 9.56" 3.19" PERCOLATION RATE: 10 (MIN/INCH) PERC. HOLE DIA. -6 (INCHES) TEST RUN BETWEEN: 4.5 FT. and 5.5 FT. COMMENTS: TEST HOLE PRE SOAKED PRIOR TO TEST. TEST PERFORMED BY ANDERSON ENGINEERING. 1, MICHAEL E. ANDERSON CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPLE GUIDELINES IN EFFECT ON THIS DATE: 10/20/13 DEPTH (feet) 1 - 2 3 4- 5- 6- 7- 8- 9- 11 12 13 14 15 17 18 19 MUNICIPALITY OF ANCHORAGE DEVELOPMENT SERVICES DEPARTMENT 4700 BRAGAW STREET ANCHORAGE, AK 99519-6650 SOILS LOG - PERCOLATION TEST LEGAL DESCRIPTION: LOT 5, HORIZON SUBDIVISION PERFORMED FOR: TROY DAVIS HOMES DATE: 10/10/13 PROJECT No.: PARCEL ID#: TECHNICIAN: A. HARALA TEST HOLE 8 OB/OG Q d a. SILTY GRAVEL WITH SAND ° a GM c d a ° DENSE a d a ° BOH @ 17.5' SLOPE N IP WAS GROUND WATER ENCOUNTERED? NO IF YES @ WH DATE DEPTH OF WATER AFTER MO GROSS TIMEJ (MINUTES) DATE OF MO DEPTH p WATER (INCHES) L MICHAEL E. ANDERSON No. CE -4381 SITE PLAN SEE SITE PLAN i i AT DEPTH? J NITORING: NONE NITORING: 10/16/13 pU FC� 2% DATE READING GROSS TIMEJ (MINUTES) NET TIME (MINUTES) DEPTH p WATER (INCHES) NET DROP (INCHES) TEST HOLE PRESOAKED PRIOR TO TESTING: 10/10 1 12:51 6.38" 2 13:21 30 9.50" 3.12" 3 13:26 6.31" 4 13:56 30 9.25" 2.94" 5 13:57 6.25" 6 14:27 30 9.13" 2.88" PERCOLATION RATE: 10.4 (MIN/INCH) PERC. HOLE DIA.-±L(INCHES) TEST RUN BETWEEN:: 4_5 FT. and 5_5 FT. COMMENTS: TEST HOLE PRE SOAKED PRIOR TO TEST. TEST PERFORMED BY ANDERSON ENGINEERING. 1, MICHAEL E. ANDERSON CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPLE GUIDELINES IN EFFECT ON THIS DATE: 10/20/13 R1 Sh i Parcel I.D. 051-324-25 Municipality of Anchorage On -Site Water.and Wastewater Program (907)343-7904..;; Certificate of On -Site SystomsApproval 1 0 Q A $Ak kYY V' l✓ % Expiration. Date: 1. GENERAL INFORMATION Complete legal description Horizon Estates Lot 5 Location (site address) lga%) Muldrow Street Eagle River, AK 99577 Current Property owners) Troy Davis Homes, Inc. Day phone 357-9394 Mailing address 165 E. Parks Highway, No. 200 Wasilla, AK 99654 Real Estate Agent . 2. TYPE OF DWELLING: Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family arid/or Duplex) Day phone 3. NUMBER OF BEDROOMS: Three 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER Individual Well L7X� Individual Individual Water Storage ❑ Holding Tank ❑ Community Class Well ❑ Community ❑ Public Water System ❑ Public Sewer ❑ RUSH! APR 2 3 2015 WaiverNariance request for: C... a � L' Distance: Received by: Date: COSA to be released to the engineer, unless otherwise requested by the engineer. COSA Fee $ �� • Waiver Fee $ Date of Paymentl6 Date of Payment Receipt Number Qt'Q�D��] C� _ Receipt Number COSA#-Q`JC��irG 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 that procedures outlined in lCertificate wastewater disposaltems system pis (arae) sal eelines functional andfor this padlequlate shows that the on-site water supply y and/or based for the number of bedrooms and type of structure indicated my n. I further investigation and inspection" cion "the on -sit information obtained from the Municipality of Anchorage files and from my g ordinances, supply and/or waregulationst i n effect attem the time e) in installation. compliance with all applicable Municipal and State codes, Phone 522-7773 Name of Firm Anderson Engineering . Address P.O. Box 240773 Anchorage, AK 99524 Michael E. Anderson, P.E. Engineer's Printed Name 6. DSD SIGNATURE _AZ System #1 Approved for _3_ bedrooms System #2 Approved for _ bedrooms Date 4/23/15 Disapproved Conditional approval for bedrooms, with the following OF•A4Q o 49TH CE -4381 ?RDFESS1b� o®w Original Certificate Date: The � e Municipality of Anchorage Development Services Division (DSD)issues Certificates of On -Site Systems Approval (COSAj based only Th upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Naska. The Municipality of Anchorage Is not responsible for errors or omissions In the professional engineers work. 7. ATTACHMENTS: COSA Checklist Septic system Advisory Well Flow Advisory COSAbluesheer_: .A s X. Nitrate Advisory Arsenic Advisory Other If more than 1 septic system is on the lot: COSA Checklist # _of _ Structure served by this system Certificate of On -Site Systems Approval Checklist Legal Description: Horizon Estates, Lot 5 A. WELL DATA Well type r-rlVate If A. B, or C provide PWSID # Date completed 2/18/15 Sanitary seal (Y/N) Y Total depth 160 ft. Cased to 121 ft. FROM WELL LOG 2/18/15 Date of test Static water level 71 ft. 5.0 Well production g:p.m• WATER SAMPLE RESULTS: Coliform 0 colonies/100 mL Nitrate ND mg/L Arsenic ND ug/L Date of sample: 4/15/15 B. SEPTICIHOLDING TANK DATA Parcel ID: 051-324-25 Well Log (Y/N) Y Wires properly protected (Y/N) Y Casing height (above ground) >18 in. AT INSPECTION ft. (1! Collected by: Anderson Engrg. Tank Type/Material Septic/Steel Date installed 11/15/14 Tank size 1,000 gal. Number of Compartments 2 Cleanouts (Y/N) Y Foundation cleanout (Y/N) Y Depression over tank (Y/N) N High water alarm (YIN) N Date of pumping NewConst. Pumper c. ABSORPTION FIELD DATA Date installed 11/15/14 Soil rating (g.p.d.& or fiftdrm) •8 GPD/SF System type Deep Trench Length 36 ft. Width 3 ft. Gravel below pipe 8.0 ft. Total depth 11.5-12 ft. Eff. absorption area 576 f? Monitoring tube Y Depression over field N Date of adequacy test New Const, Results (Pass/Fail) For _ 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.) (YIN & type) N If yes, give date D. LIFT STATION Date installed Size in gallons Manhole/Access (YIN) "Pump on" level at in. "Pump ofP 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/iift 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/cleanout N/A Sewer /septic service tine >25' Holding tank N/A Animal containment areas >50' Manure/animal excrete storage areas >100, SEPTIC/HOLDING TANK ON LOT TO: Building foundation >51 Property line >50 Water main >10' Water service line >10' Wells on adjacent lots >100' ABSORPTION FIELD ON LOT TO: Property line >10' Building foundation >10' Water Service line >10' Surface water >100' Curtain drain NOVO Noted Wells on adjacent lots > 100' F. COMMENTS Absorption field >5• Surface water >100' Water main N/A Driveway, parkinglvehicle storage > 10' G. ENGINEER'S CERTIFICATION OF A 1+ I certify that f have determined through field inspections and ,,;%`P,•' review of Municipal records that the above systems are in conformance with MOA COSA guidelines In effect on this date. g ; G •.. ,¢ ®. ... ... ..•y+ Engineer's Printed Name Michael E. Anderson, P.E. ® T PU.r O VO *.MICHAEL E. ANDERSON = � 0 Date 4123115 $� CE -4381 a"® +�h.'ROFESSIO�� eve COSA brown sheet te-1P12.doc Lot 5 has I 40,044.19 SQ.FT. OF AREA I 12 -- 52.28'45'E 12.49 1 1 I I 10 a S89.56'55'E 2.39 N69°59'12'E 116.87 \ o 10'Th EEWT. —_ 93 f 7.60 4. ,2 \ \ 4 II G Al \ SI I z 4 N II m SEPTIC PIPES o 6 A � O O m 1 � ,� dl 16,42 CANT a SEPTIC 2 5rog.PIPE o RE518ENCE 2 -37. 14014 ry [y[0 ry 20.2'n I e rz � I I 1�WELL � 1 12.25 N89.55'04'E 133.31 8 MULDROW STREET 8 GRAPHIC SCALE: 1 loch = 60 Feet 30 15 0 15 30 60 120 FOR: TROY DAVIS HOMES Date Seale Legal Descripti, 04-17-15 1" = 60' `°t 5 Blnck FORBES& ASSOCIATES, INC. Grid NW 453 Aa-guilt Survey 2150036 HORIZON ESTATES P.O. 9 Anchoragee,, Alaaskasks 99523 SUBDIVISION Drawn by Field Book (907) 227-5881 cef 246L ��1(, I hereby certify that the property described hereon has been surveyed ♦�'`'' 4 by me, or at my direction, and that the improvements situated thereon ♦�� ,� �t • `••�s are within the property lines and do not overlap or encroach on the Q, •'" "+ property lying adjacent thereto unless otherwise shown. That no improvements the lying adjacent thereto encroach on the 69 +•�. � ••� { on property A * * t�.9 TH premises in question and that there are no roadways, transmission i lines or other easements on said property except as shown. d++••• .... It is the responsibility of the owner or builder, prior to construction, ��,'�"`••++•+••••••„•+.....,,.„E to verify proposed building grade relative to finish grade and utility f C14ARLES E. FMES e` connections and to determine the existence of any easements, covenants, Nj.'• 1$-72$ .• ab`r or restrictions which do not appear on the recorded subdivision plat. #! sf, "••04-17-15 • f Listed distances prevail over scaling. px �✓♦ i"Ar '•••+'".•ahaa +1SIfessionn�+moi \ Reproduction may cause distortion.