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HomeMy WebLinkAboutROSEBERRY PARK ESTATES BLK 2 LT 8I oseberry Park Block Lot 8 050- 315 -43 Municipality of Anchorage,: Development Services Department Building Safety Division ~ Qn-Site Water and Wastewater Program, 4700 Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 Page of www.ci.anchorage.ak.us (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number: OSP101032 PID Number: 050-315-43 N .... Timber Basin Construction, LLC Wastewater System: [] New [] Upgrade Address: P.O. Box 772461 Eagle River, AK 99577 ABSORPTION FIELD Phone: Number of Bedrooms: Four [] DeepTrench ~1Shallow Trench [] Bed [] Mound [] Other: Soil Rating: Total Depth from original grade: LEGAL DESCRIPTION .8 GPD/Ft2 10-12 Ft; Depth to pipe bottom from original grade: Gravel depth beneath pipe: Block:8 Lot: 2 Subdivision: Roseberry Park Est, 2-4 Ft. 8 Ft. Township: Range: Section: Fill added above original grade: Gravel Length: 1-2 Ft. 47 Ft. Well: [] New [] Upgrade Gravelwidth: 3 Ft. Number of lines:l ] Distance between lines:_ Ft. Classification (Private, A, B, C): Total Depth: Cased to: Total absorption area: Pipe Material: Private 48 Ft. 47.3 Ft. 752 Ft2 ASTM D3034 PVC Ddl]er: Date Drilled: I Static Water Level: Installer: Date installed: Sullivan Water Wells 4/5/05 25 Ft. Red Dog Excavating 1 1/3/2010 Yield: 45 GPM Pump Set at: Ft. Casing Height>1.5Ab°ve Ground:Ft. TANK SEPARATION DISTANCES [] Septic [] Holding [] S.T.E.P. [] Other: T~ To Septic Absorption Lift Holding 3ublic/Private Manufacturer: Capacity: Tank Field Station Tank Sewer Line Anchorage Tank 1,250 Gal. I Material: Number of Compartments: we, >100' >100' N/A ! N/A >25' Steel Two (2) Surface WaterLot Line >100'>5, >100'> 10' N/AN/A N/AN/A ~ Size: Gal. Manufacturer:LIFT STATION ! "Pump on" level at: "Pump oft" level at: in. High water alarm at: Foundation >5' > 10' N/A N/A in. in. Pump Make & Model Electrical Inspections performed by: Curtain Drain None Noted R .... ks: BENCH MARK Location and Description: Lower Level Concrete Slab. Assumed Elevation: 105.3 Ft. Inspections performed by: A. Harala Dates: 1st 11/3/2010 Development Services Department Approval ~"?* 49.13:1 ~ Conditional Approval Date: ~ ~ c ,438 Reviewed and approved by: te: OO '2.~''~/// '~-,- Municipality of Anchorage DEVEOPMENT SERVICES DEPARTMENT 4700 EImore Road Anchorage, AK. 99519-6655 - 343-7904 Permit Number: OSP101052 Page 2 of 3 PID No.:050-315-43 ROSEBERRY PARK ESTATES LOT 8, BLOCK 2 47,045 S.F. N 89'44'51"E 216.86' 63.5' S1 1 9' 33.4' S2 15.6' 36.0' C4 21.8' 36.4' C5 48.0' 34.3' M1 48.1 34.7' 0o. TH9 S2 WELL Four Bedroom Home GRAVEL DRIVE 15' I. &: E' 5' sNO'¢/ STORAGE 25' ~ © SITE PLAN SCALE 1' = 40' LEGEND: C - Cleonout S - Septic Vent FCO - Foundotion Cleanout TH - Test Hole M - Monitor Tube 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: OSP101232 Page 3 of 3 PID No. 050-315-43 ~ - Finished Grade -'%_~ 91.8 --~ 77.6 No Groundwater "% 96.3 //94.3 ~/' Geotextile Fabric Drainfield Rock 91.8 83.8 47' (Trench Length) I PROFILE AS-BUILT No Scale 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: OSP101232 Tax Code Number: 05031543000 Work Type: Septic Initial Permit Effective Dates: October 18, 2010 to October 18, 2011 Design Engineer: ANDERSON ENGINEERING Subdivision: ROSEBERRY PARK ESTATES Site Legal Address: ROSEBERRY PARK ESTATES BLK 2 LT 8 G:0154 Owner/Address: TIMBER BASIN CONSTRUCTION LLC *R PO BOX 772461 EAGLE RIVER AK 99577 IZ:O0 Site Mailing Address: 11326 JESSIE MAE CIR, Eagle River Lot Size in Sq Ft: 47045 Total Bedrooms: 4 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 day. B. Covered, sealed, and heated to prevent freezing. Received By: . , Issued By: ~.~ [~_~¢.4~ .¢Z,,//L_ /; Date: Municipality of Anchorage Development Services Department Building Safety Division On-Site Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, Alaska 99519-6650 wwvv. muni.org/onsite (907) 343-7904 ON-SITE SEWER/VVELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. 050-315-43 Property owner(s) Timber Basin Construction Mailing address P.O. Box 772461 Eagle River, AK Site address 11326 Jessie Mae Circle, Eagle River, AK Day phone 632-8684 Zip Code 99577 Zip Code 99577 Legal description (Sub'd., Block & Lot) Lot 8, Block 2, Roseberry Park Estates Legal description (Township, Range & Section) Lot Size 47,045 Sq. Ft. Number of Bedrooms Four (4) THIS APPLICATION IS FOR ([~ all that apply): Absorption Field [] Septic Tank [] Holding Tank [] Privy [] Private Well [] Water Storage [] THIS APPLICATION IS AN: Initial [] Upgrade [] Renewal [] I certify that the above information is correct. I further certify that this application is being made for a Single Family Dwelling and is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) Permit/Rush Fees: .~ ~ C Waiver Fees: Date of Payment: / O - (_~ "- / ~ Date of Payment: Receipt Number: (~ O ~ -"~ 6 ('~ Receipt Number: (Rev. 11/05) ANDERSON ENGINEERING P.O, BOX 240773 ANCHORAGE, AK 99524 522-7773 677-7766 (FAX) October 6, 2010 Municipality of Anchorage Development Services Department On-Site Water and Wastewater Program 4700 South Bragaw Street Anchorage, AK 99519-6650 Subject: Lot 8, Block 2, Roseberry Ridge Subdivision Septic System Design and Permit Application Impacts to Adjacent Properties Dear Onsite Services Engineer: The owner of Lot 8, Block 2, Roseberry Ridge 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 septic system to accommodate the home. The attached Site Plan and backup documentation identify the location and configuration of the proposed septic system along with the alternate site and the existing well on the lot. No existing wells or septic systems are closer than 100' from the proposed well or septic system. The 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. ~e betwle placed during the subdivision phase of the project indicated~d d silt (SP/GW). All of the test holes com~e subdivision similar percolation rates T. h~~ation rate of the soil on een 1 and 5~~es per inch. A recent inspectio~ e The ground surface on the lot in the area of the absorption trench slopes to the southwest at a grade approximating 5%. 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 constructed a minimum of 100' from all Lot 8, Block 2, Roseberry Park Estates October 6, 2010 Page Two wells and any surface water and 10' from 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 LOT 8,VACANTBLOCK 1 LOT 7,VACANTBLOCK 1 .-~---- OT VACANT6' BLOCK 1 //''~)// / ---~/L~ ~oOVERLOOK 1;)RIVE LOT 6, BLOCK 2 /LOT 7, BLOCK 2 ' ~, ii /<--¢ ~ ~ /- w., P~ill ' ~' ' , ............. .... LOT9, BLQCK 2 / "" ......... ;""~~'~ AREA MAP ~ ao, CE-4aat ~ SCALE 1' = 100' PLAT NO. 2005-155 ROSEBERRY' PARK ESTATES LOT 8, BLOCK 47,045 S.F. 2 N 89'44'51"E 216.86' 65.7' Existing Well co 1,250 Gallon Septic Tank C0(2) __ TH9 G. SLAB EL. = 718 Four Bedroom Home X 718' 717' X 47' Long x 3' Wide x 8' EfFective Depth Absorption Trench ~o' Alternate Site: 47' Long x 5' Wide NOTE: ¥.8' E,f.~ctLve D,epth ADsorption mrencn 15' 'T, & £' 5' sNOW S~-oRAGE No Areas of Excessive Slope or Surface Water are Within 100' of Any Port of the New Septic System. SITE PLAN SCALE 1' = 40' 25' LEGEND: CO - Cleonout SV - Septic Vent FCO- Foundation Cleenout TH - Test Hole MT - Monitor Tube LOT 8, BLOCK 2, ROSEBERRY PARK ESTATES SUBDIVISION DESIGN FACTORS: SYSTEM REQUIREMENTS: Four Bedroom House Deep Trench System Perc. Rate: 11 Min./Inch (Est.) 1,250 Gallon Septic Tank Application Rate: .8 GPD/SF 8' Drainfield Rock 4 Bedrooms X 150 GPD/.8 GPD/SF (Application Rate) = 750 SF Absorption Area 750 SF/16 SF/LF = 46.9 LF Trench Length THEREFORE: Construct an Abosrption Trench 47' Long x 3' Wide x 8' Effective Depth. Flow Line Elevation in Trench to be 2.5' Below Original Ground Surface. Total Depth to be 10.5' Below Existing Ground. Provide 4' Cover Over Septic Tank and 3' Cover Over Absorption Trench. 1011 Natural Backfill ~© Geotextile Fabric 4" Perforated PVC (Holes Down) -- Drainfield Rock at TYPICAL DEEP TRENCH SECTION ..._.,..:;..., .... ~CALE~ ...... .'.'~t OF . %,,. 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 Su~ace Water Municipality of Anchorage Development Services Department Building Safety Division On-Site Water and Wastewater Program, 4700 Elmom Road P.O. Box 196650 Anchorage, AK 99507 .www. ci.anchoraae.ak, us (907) 343-79O4 Soils Log - Percolation Test Performed For. ~' :'" Date Performed: II 9- ~: ENCOUNTERED? 10; IF YES. AT WHAT DEPTH? /'"' " L O Depth to Water After l,.~/ p 1 ~J- Monitoring? ,¢~t~'. E 12- Dm:. ,'.~l~'l '1~ Reading I' Date- I Gross Time Net Time- Depthto-Water . Net'Drop PERCO~YION ~ I ~ , (minuend) PERC HO~ DI~R ~" ' PERFORMED BY: . I " CERTIFY THAT THIS TEST WAS PEREORMEDJNA~C(~R~)ANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT O~/THIS DATE. DATE: SnILS LDG - PERC[1LATInN TEST PerFormed For, Lee Coy 8- 3- 4 - 5- 6- 7 - 8- 9- 10- 1I - I8- 13- 14 - 15- I6- 17- 18- 19- 80- 81- DEPTH (FEET) Drg~nic SP/GW $~nd w/ Grove[ Groundw~.ter Observed: None Dep.th To W~.ter AF.ter Monitor~ng, None D~e oF Moni~tor, 11/23/03 & 5/1/04 Da%e Gross TIMe Ne~ Time Dep,,~h Ne~ Drop 11/11 0 -- 8.5, -- 11/11 1 1 ~ln. 7.5' 1' 11/11 38 -- 8, -- 11/11 33 I ~n. 7' 1' I1/11 64 -- 8.5, -- 11/11 65 1 Mln, 7.5' Perco[~.tion R~e: 1 Min./inch Pre-Sook Seeped Awoy In Under 10 Minu~es Pert Hole Di~Me.ter = 6' Te$~ Run Be.tween 3' ~nd 4' PerFormed in Accordc~nce wli;h All S't(i'te/Municip(lt Guidelines in EFFec't NOR THRIM t~i,~9.11i'~'.....'.~,~ TEST. HDLE LDG T, H. 9 " ........ ' GEOTECHNICAL 9/05 9 oF 89 Municipality of Anchorage ONSITE WATER & WASTEWATER PROGRAM CHANGE ORDER PERMIT # SP101232 PID No: 050-315-43 SUBD Roseberry Park Estates TRACT BLOCK 2 LOT _8 CONTACT PERSON Michael E. Anderson, P.E. PHONE 522-7773 FAX 677-7766 PLEASE GIVE A DESCRIPTION OF THE CHANGE: Soils in the area of the proposed absorption trench were found to be less absorbent than depicted in the test hole completed during the subdivision phase of Roseberry Park Estates. We have therefore redesigned the absorption trench to reflect the slower rate. We have also moved the trench to save a stand of trees in the southwest corner of the lot. The placement of the absorption trench at the revised location will not impact adjacent wells. The septic tank will remain at the original designed location. On-Site Comments Review Reviewer: Issued Time (date) (hours) APPROVED (date) ]~/~/O TOTAL HOURS .Z ~- HOURLY RATE TOTAL TO BE PAID DA TE PAID $130 RECEIPT # PLAT NO. ROSEBERRY LOT 8, 47,045 2005-155 PARK BLOCK N 89'44'31"E 216.86' G. SLAB EL. = 718: Alt. Site 1,250 Gallon Septic Tank Four Bedroom Home X 718' 717' X 50' Long x 5' Wide x 4" EfFective Depth Absorption Trench 00' Alternate Site: 50' Lon~J x 5' Wlde x 4' EfFective Depth Absorption Trench SITE ESTATES 2 65.7' Existing Well 15' T. & E' 5' sNOW STORAGE NOTE: No Areas of Excessive Slope or Surface Water are Within 100' of Any Part of the New Septic System. PLAN SCALE 1' = 40' 25' ~: LEGEND: CO - Cleanout SV - Septic Vent FCO - Foundation Cleanout TH - Test Hole MT - Monitor Tube LOT 8, BLOCK 2, ROSEBERRY PARK ESTATES SUBDIVISION DESIGN FACTORS: SYSTEM REQUIREMENTS: Four Bedroom House 5' Wide Trench System Perc. Rate: 1-5 Min./Inch (Est.) 1,250 Gallon Septic Tank Application Rate: 1.2 GPD/SF 4' Drainfield Rock 4 Bedrooms X 150 GPD/1.2 GPD/SF (Application Rate) = 500 SF Absorption Area 500 SF/5 SF/LF*.5 (Red. Factor) = 50 LF Trench Length THEREFORE: Construct an Abosrption Trench 50' Long x 5 Wide x 4' Effective Depth. Flow Line Elevation in Trench to be 3' Below Original Ground Surface. Total Depth to be 7' Below Existing Ground. Provide 4' Cover Over Septic Tank and 3' Cover Over Absorption Trench. 1! 1011 Natural Backfill ~O Geotextile Fabric 4" Perforated PVC (Holes Down) -- Drainfield Rock TYPICAL 5' WIDE TRENCH SECTION ..;.e-~.,,,. ~osc^../ .t~;~ .......... ~., Grade Area Over Trench to Drain Away ~' ~¢~' NOTE: Minimum 6' Separation From Bedrock. m.,.../~....~ ....... ~ ~ Minimum 4' Separation From Groundwater. ~ ~~"~' ~~ · ~ ........ ; .......... ~.~ ........... ~.~ M~mmum 100 Separabon From Wells ~n the Area. ~ M,C.*.~.*.D~.SO, ~ Minimum 100' Separation From Su¢ace Water -~;~.~ No. 0~4~, ~ Municipality of Anchorage Development Services Department Building Safety Division On-Site Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907) 343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPRO'~-,~,L FOR A SINGLE FAMILY DWELLING Parcel I.D. 050-315-43 GENERAL INFORMATION Complete legal description Location (site address) COSA # ~')~ Expiration Date: Lot 8, Block 2, Roseberry Park Estates Subdivision 11326 Jessie Mae Circle Eagle River, AK Current Property owner(s) Timber Basin Construction, LLC Mailing address P.O. Box 772461 Eagle River, AK 99577 Lending agency Day phone Day phone 632-8684 Mailing address Real Estate Agent Day phone Mailing Address Unless otherwise requeste~l, COSA will be held by DSD for pickup. NUMBER OF BEDROOMS: Four (4) TYPE OF WATER SUPPLY: Individual Well [] Individual Water Storage [] Community Class ~ Well [] Public Water System [] TYPE OF WASTEWATER DISPOSAL: Individual On-site [] Individual Holding Tank [] Community On-site [] Public Sewer [] The Municipality of Anchorage Development Services Department (DSD) issues Certificates of On-Site Systems Approval (COSA) based only upon the representations given in paragraph 4 by an independent professional civil engineer registered in the State of Alaska. Certificates of On-Site Systems Approval are required for the transfer of title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or water supply system. DSD also issues COSAs upon request to homeowners. Certificates of On-Site Systems Approval are valid for 90 days from the date of issue for properties served by a private or Class C well and may be reissued with new water sample results. (Certificates may be reissued for a period of up to one year with valid water samples.) Certificates are valid for one year for properties served by Class A or B wells or a public water system. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 4. 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-s!te~a~er 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 fron~ ~ ,.Muhicipality of Anchorage files and from my investigation and inspection, the on-site water supply and.!~/'~:§~water disposal system is(are) n comp lance with a app icable Municil~l and State codes, ordinance~d 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. DSD SIGNATURE J/"'"'~ Approved for" /7/ Disapproved. Conditional approval for bedrooms. Phone 522.7773 Date 8/21/2011 wv~.e ' ';. ':~i~ ::~';~ ~Y." bedrooms, with the following stipulations: Attachments: COSA Checklist Septic System Advisory Well Flow Advisory Nitrate Advisory X Arsenic Advisory Maintenance Agreements Supplemental Engineer's Report Other Original Certificate Date: ~f' ..~ .~r-%/i (Rev. 11t05) Municipality of Anchorage Development Services Department Building Safety Division On-Site Water & Wastewater Program 4700 Elmore Road P.O. Box 196650 Anchorage, AK 99507 www. muni.org/onsite (907) 343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST Legal Description: A. WELL DATA Well type Pdvate Date completed 4/5/05 Total depth 48 ft. Date of test Static water level Well production Lot 8, Block 2, Roseberry Park Estates Subdivision Parcel ID: 050-315-43 If A, B, or C provide PWSID # __ Sanitary seal (Y/N) Y Cased to 47.3 ft. FROM WELL LOG 4/5/05 25 ft. 45 g.p.m. Well Log (Y/N) Wires propedy protected (Y/N) Casing height (above ground) AT INSPECTION 8/23/2011 32 ft. 5.35 g.p.m. Y Y WATER SAMPLE RESULTS: Coliform 0 colonies/100 mL Arsenic: N/D ug/I B. SEPTIC/HOLDING TANK DATA Tank Type/Material Septic/Steel Date installed 11/3/2010 Length 47 ft. Total depth 12-14 ft. Nitrate .776 mg/L Date of sample: 8/5/11 Collected by: B. Hippe Tank size 1,250 gal. Number of Compartments Two Foundation cleanout (Y/N) Y Depression over tank (Y/N) N Date of pumping New Const. Pumper C. ABSORPTION FIELD DATA Soil rating (g.p.d./ft2 or ft2/bdrm).8 GPD/SF Width 3 ft. Eft. absorption area 752 ft2 Monitoring tube Y Date of adequacy test New Const. Results (Pass/Fail) For ~ in. Date installed 11/3/2010 Cleanouts (Y/N) Y High water alarm (Y/N) Fluid depth in absorption field before test Elapsed Time: ~ min. · Final fluid depth Any rejuvenation treatment (past 12 mo.) (YIN & type) >18 in. N System type Deep Trench Gravel below pipe 8 Depression over field ~ bedrooms Water added gal. New depth in. Absorption rate >= N If yes, give date in. g.p.d. LIFT STATION Date installed "Pump on" level at~ Datum in. E. SEPARATION DISTANCES" Size in gallons "Pump off" level at~ Cycles tested in. SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lift station on lot >100' Absorption field on lot >100' Public sewer main N/A Sewer/septic service line >25' Animal containment areas >50' Manhole/Access (Y/N) High water alarm level at Meets alarm & circuit requirements? On adjacent lots >100' On adjacent lots >100' Public sewer manhole/cleanout N/A Holding tank N/A Manure/animal excrete storage areas >100' SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation >5' Property line >5' Water main N/A Water service line Wells on adjacent lots >100' Absorption field >5' Surface water >100' >10' SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Water main >10' Driveway, parking/vehicle storage >25' Property line >10' Water Service line >10' Curtain drain None Noted COMMENTS: Building foundation >10' Surface water > 100' Wells on adjacent lots >100' in. ENGINEER'S CERTIFICATION I certify that I 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 Date 8/21/2011 COSA Fee $ ~ ~"'~ ~ ~ ~..~t..~/ ~ _~I~,~,~;~/7..' Waiver Fee $ Date of Payment {~' ' ~-- ~ -- {/ // Date of Payment Receipt Number {~ 3 ~,~ ~ q / Receipt Number (Rev. 11/05) SGS ReL# 1113652001 Client Name Anderson Engineering Printed Date/Time 08/10/2011 14:56 Project Name/# Roseberry Park Estates L8 B2 Collected Date/Time 08/05/2011 13:15 Client Sample ID Rosebel~ry Park Estates L8 B2 Received Date/Time 08/05/2011 14:35 Matrix Drinking Water Technical Director Stel~hen C. Ede Sample Remarks: Allowable Prep Analysis Parameter Rcsults LOQ Units Method Container ID Limits Date Date Init Metals by ICP/MS Arsenic ND 5.00 ug/L EP200.8 C (<10) 08/08/11 08/09/11 NRB Waters Department Total Nitrate/Nitrite-N 0.776 0.100 mg/L SM20 4500NO3-F B (<10) 08/05/11 AYC Microbiolo~ Laboratory E. Coli Total Coliform Negative I 100mL SM20 9223B A 08/05/11 DLC Negative 1 100mL SM20 9223B A 08/05/I1 DLC PLAT NO. 2005-155 ROSEBERRY PARK ESTATES LOT 8, BLOCK 2 47,045 S.F. N 89'44'31"E 216.86' SEE NOTE NO. 1 SEPTIC SYSTEM EXISTING BUILDING 63.5' WELL GRAVEL DRIVE 5' sNOW s~ORAGE 25' C) 1"=40' 4.0' DECK BUILDING DETAIL SCALE: 1"=20' NOTES 1. 15' WIDE NATURAL GAS EASEMENT CENTERED ON THE EXISTING NATURAL GAS SERVICE UNE SITUATED WITHIN LOTS 2, 5, &: 8, BLOCK 2, AND LOT 1, BLOCK 3; PROVIDING THAT SAID EASEMENT SHALL VACATE AUTOMATICALLY ONCE SAID SERVICE LINE IS ABH~IDONED OR REMOVED. (PLAT NOTE NO. 11) I IIS ....BUILT ................ A I I HEREBY CERTIFY THAT I HAVE SURVEYED THE ..... PROPERTY DEPICTED ABOVE AND THAT NO GASTALDI LAND ENCROACHMENTS ID(IST EXCEPT AS INDICATED. SURVEYING, LLC iT IS THE RESPONSIBiMTY OF THE OWNER TO JEFF ~ GASTALDI, R.LS. DETERMINE THE EXISTENCE OF ANY EASEMENTS, 2000 E. DOWUNG RD,, SUITE 8 COVENANTS OR RESTRICTIONS WHICH DO NOT ANCHORAGE, ALASKA 99507 APPEAR ON THE RECORBED SUBDIVISION PLAT. PHONE 248-5454 UNDER NO CIRCUMSTANCES SHOULD ANY BATA GRID DATE HEREON BE USED FOR CONSTRUCTION OR FOR NW0154- 6/21/2011 ESTABLISHING BOUNDARY OR FENCE LINES. ...... ANCHORAGE RECORDING DISTRICT, ALASKA F.B. JOB NO. 11-03 RPE82 NOTE: NO CORNERS SET THIS DATE.