The URL can be used to link to this page

Home My WebLink AboutGOLDEN VIEW HEIGHTS LT L-2Onsite File C7olden ' Inspection Report_1-1-12tdde Municipality of Anchorage Community Development Department Page 1 of 3 On-Site Water and Wastewater Program 4700 Elmore St. • P.O. Box 196650 Anchorage, AK 99519-6650 - http:/Iwww.muni.org/onsite • (907) 343-7904 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP141115 PID Number: 020-043-16 ❑✓ New ❑ Upgrade Name: John Erik Andersen ABSORPTION FIELD ❑ Deep Trench ❑✓ Shallow Trench ❑ Bed ❑ Mound Address 7405 Grand Oaks Drive Crestwood, KY 40014 ❑ Other Phone Number of Bedrooms Soil Rating Total depth from original grade 727-5259 4 1.2GPD/SF 7 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade 3 Ft. Gravel depth beneath pipe 4Ft. Subdivision Block Lot Golden View Heights L-2 Fill added above original grade .5-1 Ft. Gravel length 50 Ft. Township Range Section Gravel width 5Ft. Beds: Number of Lines Distance between lines I Ft. SEPARATION DISTANCES To Septic Absorption Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Lift Station Tank Line 500 Fiz One I Ft. well >100' >100' N/A N/A >25' TANK ❑O Septic ❑ S.T.E.P. ❑ Holding ❑ Other Manufacturer Anchorage Tank Capacity 1,250Ga1. Surface Water >100' >100' N/A N/A Material Number of compartments Lot Line >5' >10' N/A N/A Steel Two NA Foundation >5' >10' N/A N/A LIFT STATION Manufacturer Capacity Curtain Drain None Noted Gal. Remarks Pump on level at in. Pump off level at in. High water alarm at in. - Pump make and model Electrical Inspections performed by Installer PIPE MATERIAL House to tank D3034 drainfieldTank to D3034 Northern Excavation Drainfield F810 CO/MT D3034 Inspector MEA BENCH MARK (Assumed elevation) 100.0ft Inspection„ 5/20/14 d 5/20/14 Location and description dates: T4 5/21/14 2 4'” Garage Slab. COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL ::�wiftwi ®1 Conditional Approval: dw, Date �!`P;.•' , j4�•9 TH .... .... '. ....... .................. ® -MICHAEL E. ANDERSON CE-4381 Approved >� f, Date//-7-14 Inspection Report_1-1-12tdde Municipality of Anchorage Page 2 of 3 DEVEOPMENT SERVICES DEPARTMENT 4700 South Bragaw Street Anchorage, AK. 99519-6655 — 343-7904 Permit Number. OSP141115 Z v Vl O Z 0 v m PID No. 020-043-1 Lcrcun M1 — Monitor Tube FCO — Foundation Clean Out TH — Test Hole Cl — Clean Out PLAN AS BUILT SCALE 1" = 50' sees Municipality of Anchorage Page 3 of 3 DEVEOPMENT SERVICES DEPARTMENT 4700 South Bragaw Street Anchorage, AK. 99519-6655 - 343-7904 On-Site Wastewater Disposal System or Well Inspection Report Permit Number: OSP141115 PID No. 020-043-16 98.2 U fq W U U Orlgtnal & Finished Grace 1,250 Gallon Septic Tank 493.7 93.5 g U 96.7 98.0 Finished Gee Original G=nd Geotudle FaWc 93.2 Drainfield Rode 93,2 89.2 89.2 50' (Total Effective Trench Length) 80.0 No Groundwater 10/31/12 As 49th f ................... PROFILE AS-BUILT10 M1CHA433RSGN 1Z N0. CEA-4381 No Scale +♦♦ pA. 2� r jlP��4.�a0 02/07/2014 20:25 507-345-8202 ALPINE DRILLING PAGE 01/01 Alpine Drilling & Enterprises Well Log Permit Number: #SW 141995 Date of Iwsue: T Parcel Ideutitication Number: 2004316000 Date Started: E20-14 Date Completed: 5-21-14 is well located at approved permit location? x Yes ❑ No Legal Description: Golden View Heights Lot L2 Property Owner Name By Address: Anderson John Erik 7405 Grand Oaks Drive Crestwood Kv 40014 Borehole Data: Soil Type, Thickness 3t Water Strata Depth (,it) From To Method of Drillingair rot x ❑cable tool _--ary Casing ty=pe: steel Stick -IV U 2 Wall Thickness: .250 inches Organles & sill gravelly silt 2 3 3 21 Diameter: 5 inches Depth; 97 feet Liner TI ,pe: Diameter: _,,, inches Depth: feet sandy silt 21 35 Casing stickup above ground: 2 feet Static water level (from ground level): 45 feet gravelly silt 35 %3 silty sandy 1120 73 74 Pumping level: 116 feet after gravelly silt silty water sand & gra4,el 74 65 8j 87 2 hours pumping 4 gpm Recovery Rate: 4 gpm Method of Testing: air li .. gravelly silt 67 91Well Intake Opening Tv pe bedrock 91 126 ❑ Open End Open Hole ❑ Screened Start T._.,_ feet Stopped ` feet x Perforations Start E6 feet Stopped 89 feet Grout Type: bentaniie granules Volume: 1 has e t ; Stan U flet S=ed 7 feet Pump: Intake Depth , feet Pump size --_ hp Brand Name Well Disinfected Upon Completion? x Yea ® No Method of Disinfection: chi rine to dem Comments: Well Driller: Alpine Drilling & Entetprises PO Bos 110496 Anchorage AK 99511 aw `" t7n-Site Wafter & Wastewater Program 4700 Elmore Road P,O. lox 196650 MarkBegieh Anchorage, AK 99507'' £ "' Mayor www.muni,oro/onsite (907)343-7904 Pump Installation Log Well Drilling Permit Number: SW 141115 Date of Issue: 5119/14 Parcel Identification Number: 2004316000 Legal Description Golden view Heights Lot L2 Property Owner Name & Address: Anderson John Erik / Houghton Construction 7405 Grand Oaks Drive Crestwood KY 40014 Pump Installation Date., 9/26/14 Pump Intake Depth Below Top of Well Casing: 120 feet Pump Manufacturer's Name: Goulds Pump Model: 7SBO5422C Pump Size v2 hp Pitless Adapter Burial Depth: N/A feet Pitless Adapter Manufacturer's Name: NIA Pitless Adapter Installer: NIA Well Disinfected Upon Completion? J❑ Yes No Method of Disinfection: Comments Please save for your engineer. Pump Installer Natne: Aarow Pump & well service, LLC This is needed for your COSA, P.O. Box 110496 Anchorage, AK 99511-0496 Attention: The pump installer shall provide a pump installation log to the DSD within 30 days of pump installation. 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: OSP141115 Tax Code Number: 02004316000 Work Type: WellSeptic Initial Permit Effective Dates: May 19, 2014 to May 19, 2015 Design Engineer: ANDERSON ENGINEERING Subdivision: GOLDEN VIEW HEIGHTS Site Legal Address: GOLDEN VIEW HEIGHTS LT L-2 G:3238 Owner/Address: ANDERSEN JOHN ERIK 7405 GRAND OAKS DR CRESTWOOD KY 400149688 Site Mailing Address: 15701 WIND SONG DR, Anchorage Lot Size in Sq Ft: Total Bedrooms: This permit is for the construction of: 5;zo/y 2 01" 47049 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. Received By: 6/111"r d Issued By: !i„v Date: S/q MUNICIPALITY OF ANCHORAGE A 1 ® �t Community Development Department P e: 907-343-7904 Development Services Division ax: 907,-3432714 On -Site Water & Wastewater Program MNT 1 ON-SITE SEWER/WELL PERMIT APPLICATION Parcel I.D. 020-043-16 Property owner(s) John E. Andersen Day phone 727-5259 Mailing address 7405 Grand Oaks Drive Crestwood, KY 40014 Site address 156701 Wind Song Drive Anchorage, AK 99516 Legal description (Sub'd., Block & Lot) Golden View Heights, Lot L-2 Legal description (Township, Range & Section) Lot Size 47,049 Sq. Ft. Number of Bedrooms Four (4) APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field 0 Initial F-1 Single Family (SF) (w/wo ADU) Septic Tank 0 Upgrade E]Duplex (D) Holding Tank E]Renewal E] Multiple Dwellings Privy ❑ (SF and/or D) Private Well Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR: Dis tance: I certify that the above information is correct. .I further certify that this is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) Permit/Rush Fees: Date of Payment: Receipt Number: l'i�U�?i/� Permit No. Permit App_9-1-12.doc Waiver Fees: Date of Payment: Receipt Number: Waiver No. El 1 May 10, 2014 Municipality of Anchorage Development Services Department On -Site Water and Wastewater Program 4700 South Bragaw Street Anchorage, AK 99519-6650 Subject: Lot L-2, Golden View Heights Subdivision Septic System Design and Permit Application Impacts to Adjacent Properties Dear Onsite Services Engineer: The owner of Lot L-2, Golden View Heights Subdivision intends to construct a new four- bedroom home on the lot. We are therefore 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 existing wells and septic systems on surrounding lots. No conflicts exist between the proposed septic system and well or septic systems and wells on adjacent lots. Drainage arrows 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. The test holes placed on the lot in the area of the absorption trench and alternate site indicate silty gravel (GM/GP) with sand in the zone specified for the absorption trench. The percolation rate of the soil was determined to be 1-5 minutes per inch. No groundwater was found during the placement of the test holes and none developed during the monitoring period. An application rate of 1.2 gallons per day per square foot was used in the design of the absorption system. We are proposing to place a new 1,250 -gallon septic tank and a 50' long by 5' wide by 4' 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 3' below the surface and the total depth will be 7'. 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 northwest. The new trench 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 Lot L-2, Golden View Heights May 10, 2014 Page Two constructed a minimum of 100' from all wells and any surface water and 10' the proposed and existing water services in the area. 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. — Sincerely, - Michael E. Anderson, P.E. Attachments 4CS \ Lot L-1 Exiwe® AREA MAP SCALE 1' = 100' LOT L2 GOLDEN VIEW HEIGHTS Lof L-3 -FOUND 5/8" RMB (ttPICX) Lot L-2 sx 47,049 s.f. 50' Longg z 5' Wide z 4' Eflective Depth _ \ 5x Absorption Trench _ ----707 ELECTRICAL. EASEMENT SS N(erna(e / Ste iH2 rHt / / 5x / co MT a518 '`('1,250 Gallon _ co as6.8 Septic funk 864.7 7 865.0 I Prosed e 1 30 L.F. 18" CMP I \ I \ 30.00' NOTE: No Areas of Excessive Slope or Surface Water are Within 100' of Any Part of the New Septic System. 855.5 I JlFou�r yBm room 5% A - TOP OF 5/8- REBA 852.50 — — F-17 I 1 � 10' T&E EASEMENTS ------------ - - � SITE PLAN SCALE 1' = 50' Lot L-1 L ►3=33 LEGEND MT - Monitor Tube FCO - Foundation Clean Out TH - Test Hole CO - Clean Out 2CO - Double Clean Out LOT L-2, GOLDEN VIEW HEIGHTS SUBDIVISION. DESIGN FACTORS: SYSTEM REQUIREMENTS: Four Bedroom Home 5' Wide Trench System Perc. Rate: 1-5 Min./Inch 1,250 Gallon Septic Tank Application Rate: 1.2 GPD/SF 4' Drainfleld Rock 4 Bedrooms * 150 GPD/Bedroom = 600 SF Ab tion Area 600 SF/1.2 GPD/SF/5 SF (Width) *.5 (Red. Factor= 50 LF Trench Length THEREFORE: Construct a 50' Long x 5' Wide x 4' Effective Depth Absorption Trench. Flow Line Elevation in Trench to be 3' Below Original Ground Surface. Total Depth to be 7' Below Existing Ground. Provide 3' Cover Over Absorption Trench and 4' Cover Over Septic Tank. 2'6" 1 1 1 /Geote)tile Fabric Al 4" Perforated PVC (Holes Down) Drainfield Rock 4' Coarse Sand (See Specification) 5' TYPICAL 5' WIDE TRENCH SECTION •••..�, (NO SCALE) ��P�E.�• .Tc,. NOTE: Grade Area Over Trench to Drain Away. :;' Minimum 6' Separation From Bedrock.Q, ;; 49th Minimum 4' Separation From Groundwater. 0* Minimum 100' Separation From Private Wells in the Area. iAMACH WE;. MDER ON Minimum 100' Separation From Surface Water or Streams. ��!� :: No. ce asei E MUNICIPALITY OF ANCHORAGE DEVELOPMENT SERVICES DEPARTMENT 4700 BRAGAW STREET ANCHORAGE, AK 99519-6650 DEPTH (feet) 1- 2- 3 - 4 - 6- 7- 8- 9- 10- 11 12- 13- 14- 15- 16- 17- 18 - SOILS LOG - PERCOLATION TEST LEGAL DESCRIPTION: GOLDEN VIEW HEIGHTS, LOT L-2 PERFORMED FOR: JOHN ANDERSEN DATE: 10/24/12 PROJECT No.: PARCEL ID#: TECHNICIAN: A. HARALA TEST HOLE 1 OB/OG :a I SILTY GRAVEL ° WITH SAND a GM/GP SLOPE MICHAEL E. ANDERSON No. CE -4381 SITE PLAN SEE SITE PLAN k i. a WAS GROUND WATER ENCOUNTERED? NO IF YES @ WHAT DEPTH? DEPTH OF WATER AFTER MONITORING: NONE O 5-10% DATE OF MONITORING: 10/31/2012 p a IC - 0 n a ° BOH @ 16' DATE READING GROSS TIME (MINUTES) NET TIME (MINUTES) DEPTH TO WATER (INCHES) NET DROP (INCHES) TEST HOLE PRESOAKED PRIOR TO TESTING: 10/2 1 1:32/1:42 10 1.25"/8.37" 7,12° 2 1:43/1:53 10 1.37/8.62" 7,251 3 1:54/2:04 10 1.25°18:37" 7.12" 4 2:05/2:15 10 1.00"/8.25,, 7.25' 5 2:16/2:26 10 1.25"/8.37" 7.12" 6 2:27/2:37 10 1.00='/8.1r2" PERCOLATION RATE: 1.4 (MIN/INCH) PERC. HOLE DIA. 611 (INCHES) TEST RUN BETWEEN: 3.5 FT. and 4.5 FT. COMMENTS: TEST HOLE PRE SOAKED PRIOR TO TEST. TEST PERFORMED BY ANDERSON ENGINEERING. I, MICHAEL E. ANDERSON CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPLE GUIDELINES IN EFFECT ON THIS T)ATF• 10/31/12 MUNICIPALITY OF ANCHORAGE DEVELOPMENT SERVICES DEPARTMENT 4700 BRAGAW STREET ANCHORAGE, AK 99519-6650 DEPTH (feet) 1- 2 3 4 5 6 7 9 10- 11 SOILS LOG - PERCOLATION TEST LEGAL DESCRIPTION: GOLDEN VIEW HEIGHTS, LOT L-2 PERFORMED FOR: JOHN ANDERSEN DATE: 10/24/12 PROJECT No.: PARCEL ID#: TECHNICIAN: A. HARALA TEST HOLE 2 OB/OG a SILTY GRAVEL G WITH SAND d. GM/GP DRY d a 15 —moi BOH @ 15' 16 17 SLOPE N IR Z. .. 49th MICHAEL E. ANDERSON SITE PLAN SEE SITE PLAN t WAS GROUND WATER ENCOUNTERED? NO IF YES @ WHAT DEPTH? DEPTH OF WATER AFTER MONITORING: NONE 0 5-10% 10/ DATE OF MONITORING: 31/2012 p DATE a GROSS TIME (MINUTES) NET TIME (MINUTES) 12 NET DROP (INCHES) 0 TEST HOLE PRESOAKED PRIOR TO TESTING: 13 1 1 5:14 7.3819 a 2 14 4 16.25" 8,8711 15 —moi BOH @ 15' 16 17 SLOPE N IR Z. .. 49th MICHAEL E. ANDERSON SITE PLAN SEE SITE PLAN t WAS GROUND WATER ENCOUNTERED? NO IF YES @ WHAT DEPTH? DEPTH OF WATER AFTER MONITORING: NONE 0 5-10% 10/ DATE OF MONITORING: 31/2012 p DATE READING GROSS TIME (MINUTES) NET TIME (MINUTES) DEPTH To WATER (INCHES) NET DROP (INCHES) TEST HOLE PRESOAKED PRIOR TO TESTING: 10/2 1 5:14 7.3819 2 5:44 30 16.25" 8,8711 3 5:45 7.251t 4 6:15 30 16.06" 8.81" 5 6:16 7.50" 6 6:46 30 16.31" 8.81" PERCOLATION RATE: 3.4 (MINANCH) PERC. HOLE DIA._ �(INCHES) TEST RUN BETWEEN: 3.5 FT. and 4.5 FT. COMMENTS: TEST HOLE PRE SOAKED PRIOR TO TEST. TEST PERFORMED BY ANDERSON ENGINEERING. I, MICHAEL E. ANDERSON CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPLE GUIDELINES IN EFFECT ON THIS nATR• 10/31/12 • Municipality of Anchorage ° On -Site Water and Wastewater Program < (907)343-7904 saFE, Certificate of On -Site Systems Approval Parcel I.D. 020-043-16 Expiration Date: a ' /� 1. GENERAL INFORMATION Complete legal description Golden View Heights, Lot L-2 Location (site address) 15701 Wind Song Drive Anchorage, AK 99516 Current Property owner(s) John Erik Andersen Mailing address Real Estate Agent Day phone 7405 Grand Oaks Drive Crestwood, KY 40014 2. TYPE OF DWELLING: 7 Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: Four 4. TYPE OF WATER SUPPLY: Individual Well Fx� Individual Water Storage ❑ Community Class Well ❑ Public Water System ❑ Waiver/Variance request Received by: Day phone � RPF7POM 11 s JC Individual 0 Holding Tank ❑ Community ❑ Public Sewer ❑ COSA to be relea6ed"to the eeimeer, uWs otherwise requested by the engineer. COSA Fee $ (o.q' W Date of Payment 1011 Ig C� Receipt Number onf3 l COSA# oe?ctq 1510 Date: 1/ 1 Waiver Fee $ Date of Payment Receipt 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 Anderson Engineering Address P.O. Box 240773 Anchorage, AK 99524 Engineer's Printed Name Michael E. Anderson, P.E. 6. DSD SIGNATURE System #1 Approved for _± bedrooms System #2 Approved for bedrooms Disapproved Conditional approval for bedrooms, Phone 522-7773 Date 10/28/2014 OF, 4 • 49TH � �.MICHA�IF�,CvAWD€RSON : � � ® J : CE -4387 0rEssi`) with the following stipulations: By: %/. % Original Certificate Date: — 7r ILI The M rnicipa ofchorage Development 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 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 Legal Description: Golden View Heights, Lot L-2 A. WELL DATA Well type Private Datecompleted 5/21/14 Total depth 126 ft. Date of test Static water level Well production If A, B, or C provide PWSID # Sanitary seal (YIN) Y Cased to 97 ft. FROM WELL LOG 5/21/14 45 n 4 g.p.m. Parcel 1D: 020-043-16 Well Log (Y/N) Y Wires properly protected (Y/N) Y Casing height (above ground) >l 8 in. r_TJ91►6'l:JxeyIrePl HSI g.p.m. WATER SAMPLE RESULTS: Coliform '' 0 colonies/100 mL NitrateCJ 195 mg/L Arsenic � ug/L Dateofsample: 10/28/14 Collected by: Anderson Engrg. B. SEPTIC/HOLDING TANK DATA Tank Type/Material Septic/Steel Date installed 5/20/14 Tank size 1,250 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 New Const. Pumper C. ABSORPTION FIELD DATA Date installed 5/20/14 Length 50 ft. Total depth 8 ft. Eff. absorption area 500 fe N COIIS t 2 GPD/SF Soil rating (g.p.d./ftz or ft2/bdrm) 1.System type 5' Wide Width 5 ft. Gravel below pipe 4 ft. Monitoring tube Y Depression over field N Date of adequacy test eW ' 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.) (Y/N & type) If yes, give date D. LIFT STATION Date installed "Pump on" level at Datum _ Size in gallons in. "Pump off" level at E. SEPARATION DISTANCES WELL ON LOT TO: Cycles tested Septic tank/lift station on lot >100' Absorption field on lot >1 00' Public sewer main N/A Sewer /septic service line >25' Animal containment areas >50' SEPTIC/HOLDING TANK ON LOT TO: >5' >5 Building foundation Property line Water main >10, Water service line >10' Wells on adjacent lots > 100' ABSORPTION FIELD ON LOT TO: Propertyline >10' Building foundation >10' Water Service line >10' Surfacewater >100' Curtain drain None Noted Wells on adjacent lots >100' Manhole/Access (Y/N) in. High water alarm level Meets alarm & circuit requirements? On adjacent lots >1 00' On adjacent lots >1 00' Public sewer manhole/cleanout N/A Holding tank N/A Manure/animal excrete storage areas >100' F. COMMENTS G. ENGINEER'S CERTIFICATION I certify that t have determined through field inspections 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 Michael E. Anderson, P.E. Date 10/28/14 COSA brown sheet_10-10-12.doc Absorption field >5' Surface water >100' Water main N/A Driveway, parking/vehicle storage > 10' V* �HAEL E. ANDERSON : A CE -4381 PROFFSS10Na :4* r, % in. Ln 0 Z'I-- /01 /01 N rn PLOT PLAN I I LOT L-3 N 89'57'36"E 190.25' LOT L-2 47,049 s.f. z I PIPES 1'x8.2' CANT 2.0'x28.2' CANT 2.0'x18.2' DECK \ \-1.4'x3.3' CANT i.O'x12\�' CANT 0'x10.0' SCANT r R=700, 10' T&E PROTECTIVE RADIUS S 89'58'25'W 190. LOT 6K/ I — — AS BUILT X SCALE i" = 40' GRID SW 3238 Project No. 14-020 Lang & Associates, Inc. 11500 Daryl Avenue, Anchorage, Alaska 99515-3049 (907) 522-6476 Phone ooF p Registered Land Surveyors (907) 522-4625 Fax O q o=�/ pp ken9langsurvey.com / jonathan®langsurvey.com �o `� ..........I I hereby certify that I have surveyed the following described property: Q� LOT L-2, GOLDEN VIEW HEIGHTS SUBDIVISION (PLAT 97-73) QQo 4.9TH 9* Anchorage Recording District, Alaska, and that the improvements situated thereon are ...:........................... within the property lines and do not encroach onto the property adjacent thereto, that Q no improvements on the property lying adjacent thereto encroach on the surveyed� 0 _ 0.... o premises and that there are no roadways, transmission lines or other visible DA . KENNETH G. LANG x easements on said property except as indicated hereon. Q s G Dated this the Day of at Anchorage, Alaska OQ1'PFa '••LS -5202.••• yJpO 440pRorFSS10NAL �Qc It is the responsibility of the owner to determine the existence of any easements, ppp�01ooa covenants, or restrictions which do not appear on the recorded subdivision plat. C DECK COV7." 'VJp WA I PIPES 1'x8.2' CANT 2.0'x28.2' CANT 2.0'x18.2' DECK \ \-1.4'x3.3' CANT i.O'x12\�' CANT 0'x10.0' SCANT r R=700, 10' T&E PROTECTIVE RADIUS S 89'58'25'W 190. LOT 6K/ I — — AS BUILT X SCALE i" = 40' GRID SW 3238 Project No. 14-020 Lang & Associates, Inc. 11500 Daryl Avenue, Anchorage, Alaska 99515-3049 (907) 522-6476 Phone ooF p Registered Land Surveyors (907) 522-4625 Fax O q o=�/ pp ken9langsurvey.com / jonathan®langsurvey.com �o `� ..........I I hereby certify that I have surveyed the following described property: Q� LOT L-2, GOLDEN VIEW HEIGHTS SUBDIVISION (PLAT 97-73) QQo 4.9TH 9* Anchorage Recording District, Alaska, and that the improvements situated thereon are ...:........................... within the property lines and do not encroach onto the property adjacent thereto, that Q no improvements on the property lying adjacent thereto encroach on the surveyed� 0 _ 0.... o premises and that there are no roadways, transmission lines or other visible DA . KENNETH G. LANG x easements on said property except as indicated hereon. Q s G Dated this the Day of at Anchorage, Alaska OQ1'PFa '••LS -5202.••• yJpO 440pRorFSS10NAL �Qc It is the responsibility of the owner to determine the existence of any easements, ppp�01ooa covenants, or restrictions which do not appear on the recorded subdivision plat.