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HomeMy WebLinkAboutROSEBERRY PARK ESTATES BLK 1 LT 5Roseberry Park Estates Block 1 Lot 5 #050-315-30 Municipality of Anchorage Development Services Department Building Safety Division On -Site Water & Wastewater Program, 4700 Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 Page 1 of 3 On -Site Wastewater Disposal System and/or Well Inspection Report Permit Number: SW070243 PID Number: 050-315-30 Name: JOHN THOMSON Wastewater System: ■ New El Upgrade Y Address: 17434 SANTA MARIA * EAGLE RIVER, AK ABSORPTION FIELD Phone: No. of Bedrooms: (907) 240-2020 5❑Deep Trench ■Shallow Trench ❑Bed ❑Mound ❑Other LEGAL DESCRIPTION Soil Rating: 1 2 Total Depth from original grade: 8 MAX GPD/Sq. Ft. Ft. Block: Lot: Subdivision: Depth to pipe bottom from original grade: Gravel depth beneath pipe: 1 5 ROSEBERRY PARK ESTATES 3.93 Ft. 4.07 Ft. Township: Range: Section: Fill added above original grade: Gravel length: — — — SEE DWG. Ft. 65 Ft. WELL: Upgrade Gravel width: 5 Number of lines: Distance between lines: — ■ New ❑ Ft. 1 Ft. Classification (Private, A,B,C): Total Depth: Cased To:(BEDROCK) Total absorption area: Pipe material: PRIVATE 400 Ft 44 Ft 650 SQ. Ft. D 3034/ F-810 Driller: SULLIVAN WATER WELLS Date Drilled: 9/13/07 Static Water Level: 15 Installer. GREEN GENERAL Date installed: 9/6/08 & 9/29/08 Ft Yield:Pump 2 Set At: 382 Casing Height Above Ground: 2 TANK I GPM Ft. Ft. SEPARATION DISTANCES ■ Septic ❑ Holding ❑ S.T.E.P. ❑ Other* To Septic Absorption Lift Holding Public/Private Manufacturer: ANCHORAGE TANK Capacity in gallons: 1500 From Tank Field Station Tank Sewer Lines Well 100'+ 100'+ - - 25'+ Material: STEEL Number of compartments: 2 Surface Water 100'+ 100'+ — — — LIFT STATION Lot Line 5'+ 10'+ - - - Size in gallons: Manufacturer: "Pump on" level at: "Pump off" at: High water alarm at: Foundation 5'+ 10'+ 1 - - - Pump Make el: Electrical Inspections performed by: Curtain Drain NONE KNOWN BENCH MARK Remarks: Location and Description: BOTTOM OF SIDING AT POINT "C" Assumed Elevation: 99.90 Ft. Inspections performed by: GEG, Ltd. Dates: 1st 9/6/2008 ENGINEER'S SEAL 2nd 9/6/2008 000d000p�� 0 �� • O• • • ' � �s�� 9/29/2008_ 3rd-� p� Development Services Department Approval '. 4 T-.�p� D Conditional approval: Date: . • • • • • Q '•.J f r arness:' QO � 0� Q 9� CE-79�3 �q,'Q apo •A�� Reviewed and approved by: / 1'61' Date: -a ' 01 .�•1��v�'•• 4pQdprafess;onoo (Rev. 4/05) O0 V In r— V 1 <!;_n PERMIT NUMBER: AS -BUILT DRAWING PARCEL ID NUMBER: — SW070243 050-315-30 �O \\� ..• ALTERNATE SITE WILL \ NEW ::.' (, y > • ' EDOO REWIRE AN ADVANCED S HOUSE `•i `' �' TREATMENT SYSTEM \ �•,>r•+.:' I I EW 1500 GALLON SEPTIC TANK GEG CO2 �B ST2 MT2����` Tl DOLT DBL2 NEW GRAINFIELD 1 ' / i GEG THJ1 TEST HOLE LOCATION ON DESIGN / WAS APPROXIMATE LOCATION. / 5 ACCURATE LOCATION IS AS SHOWN +THJn TOP OF ROAD CUTBANK S ALE: 1'-40• i GARNGSS ENGINEERING GROUP, Ltd. p '? 4*` ••..,.�«- CONSULTANTS d GENERAL CONTRACTORS O >m L nqa ROAD. wi[ M • ANWO" . M eemr • e.c,t (W)337 e,n • r+e (e07)5 MM . eusm e...e M•� PREPARED FOR: PHONE NUMBER: PACE NUMBER: •• .•••• ......••••• JOHN THOMSON 240-2020 2 OF 3 OOP o f y rness.- LEGAL DESCRIPTION: DRAWN BY: Q� '•. CE- 3 ,• `F ROSEBERRY PARK ESTATES, BLOCK 1, LOT 5 K.D.M. 0 e„e' 3l.yT. p�I�oo TYPE OF WORK: DATE: �44p fa slo o� AS -BUILT DRAWING 3/27/2009 (Rev 0v05) A B C ST1 29.33 14.02 - ST2 38.74 11.05 - DBL1 40.55 11.45 - DBL2 41.57 11.88 - 001 - 17.67 54.06 MT1 - 18.83 43.52 CO2 - 66.08 35.76 MT2 - 56.99 33.98 �O \\� ..• ALTERNATE SITE WILL \ NEW ::.' (, y > • ' EDOO REWIRE AN ADVANCED S HOUSE `•i `' �' TREATMENT SYSTEM \ �•,>r•+.:' I I EW 1500 GALLON SEPTIC TANK GEG CO2 �B ST2 MT2����` Tl DOLT DBL2 NEW GRAINFIELD 1 ' / i GEG THJ1 TEST HOLE LOCATION ON DESIGN / WAS APPROXIMATE LOCATION. / 5 ACCURATE LOCATION IS AS SHOWN +THJn TOP OF ROAD CUTBANK S ALE: 1'-40• i GARNGSS ENGINEERING GROUP, Ltd. p '? 4*` ••..,.�«- CONSULTANTS d GENERAL CONTRACTORS O >m L nqa ROAD. wi[ M • ANWO" . M eemr • e.c,t (W)337 e,n • r+e (e07)5 MM . eusm e...e M•� PREPARED FOR: PHONE NUMBER: PACE NUMBER: •• .•••• ......••••• JOHN THOMSON 240-2020 2 OF 3 OOP o f y rness.- LEGAL DESCRIPTION: DRAWN BY: Q� '•. CE- 3 ,• `F ROSEBERRY PARK ESTATES, BLOCK 1, LOT 5 K.D.M. 0 e„e' 3l.yT. p�I�oo TYPE OF WORK: DATE: �44p fa slo o� AS -BUILT DRAWING 3/27/2009 (Rev 0v05) PERMIT NUMBER: AS -BUILT DRAWING ING PARCEL ID NUMBER: SW070243 050-315-30 - 2 INCHES OF INSULATION PER CONTRACTOR —\ ST1 TOP OF TANK AT INLET = 97.04 FINAL GRADE — 99.78-101.09 ST2 - TOP OF TANK AT OUTLET = 97.04 FINAL GRADE A 97.52-97.90 ORICINA FILTER FABRIC� F . 9 SNE ELEVATION OF BOTTOM OF TEST HOLE - 82.42 (DRY) INVERT OF PIPE 93.49 BOTTOM OF TRENCH 89.42 RELATIVE ELEVATION OF BOTTOM OF TEST HOLE - 81.42 (DRY) GARNLSS ENGINEERING GROUP, Ltd. NEW 1500 GALLON -.- I• CONSULTANTS& GENERAL CONTRACTORS �••••• INVERT OF AT INLET = BUNG 96.58 11 SEPTIC TANK I INVERT OF I AT OUTLET = BUNG 96.29 FINAL GRADE A 97.52-97.90 ORICINA FILTER FABRIC� F . 9 SNE ELEVATION OF BOTTOM OF TEST HOLE - 82.42 (DRY) INVERT OF PIPE 93.49 BOTTOM OF TRENCH 89.42 RELATIVE ELEVATION OF BOTTOM OF TEST HOLE - 81.42 (DRY) GARNLSS ENGINEERING GROUP, Ltd. p* A T %TV -.- I• CONSULTANTS& GENERAL CONTRACTORS �••••• ... ••. .. "• ........ 3701 L TID:11110IiD, N.IR 101 • MKltlll/LI. m Nl07 . h (007}107-I11i . I" (07}1 m" . OOWIL �...ys.�yrw�lrq.swn 0 PREPARED FOR: PHONE NUMBER: PACE NUMBER: OOP •• •••• ••••••• ff Gar JOHN THOMSON 240-2020 3 OF 3 ess: LEGAL DESCRIPTION: ROSEBERRY PARK ESTATES, BLOCK 1, LOT 5 DRAWN BY: K.D.M. O0°P,. ' , CE- ' • e, 0� ee ' 1E I�� o��,Qo �QO'orof4pOQe OF WORK: DATE: 4/27/2009 sto ,TYPE AS -BUILT PROFILE DRAWING t.. 01105) Or= v H 12/17/2007 17:50 6882259 SLLI.IVAN PAGE 01/01 C�C1'�ItiP� �rl�.Y12Y� �.D� by Doc W.04 SULLIVAN 'WATER WELLS P.O. BOX 670272. CHUGIAK. ALASKA 99567 -TELEPHONE 698.2759 OWNER OF LAND: C ADDRESS: n LEGAL DESCRIPTION:1Qot a tzaetY fdi-,er cr ncv / zoT 5� DATE: Q?3�A9 PERMIT NUM©ER:._ Date of TAX IDENTIFICAMONNUMl3ER.05 - D/r - .3o Is Kell located at approved permit location? Q- t O No Method of Drilling: &Z"r rotary 0 cable toot Depth of well: 4 O a Casing Typo E'ME£ Wall Thickness - r CR 52 Inches Diameter 6 ,r inehos,depth_ U feet unerlype:_ A)b&i&. Casing Stickup Above Ground; feet Static Water Level: /,57 feet Recover Rate:r2 gpm Method of Testing: Well Intake Opening Type: o open and t�twle * Screened; Startfeet Stopped feet O Perforations Start feet �rppped feet a.u�TL <-Ni Grout Type: 13,7_rVolume Depth: from D feet. to y0 feet Wall Disinfected Upon Completion? L'i'es d No Method of Disinfection: _G/Jc Comments: C"UtIJ6 XZe A:JP r.� E74-0 c4VzL G]IIQcrS 13 r; ���7,CJG.� t�fQrRY /2aBt��ic- GQd� int-N.z6GK 6Q•4Y ��Q✓R•GL ,96,04ac/c 62.¢ Y « Iqj d i ECIROCK AtEeo ep AA#4Y ..r� Qti . Drlller's Name —GL4e .S•uce_. Jm-.0 ATTENTION: It Is the responsibility of the property owner to submit a copy of the well 109 to the proper authorlty. Municipality of Anchorage: Department of Health & Human Services and/or Department of Environmental Conservation. Matsu Borough Dopartrnent of Environmental ConservatlorL ARCTIC PUMP & WELL INC. f 1 Jim Sullivan, CPI y T� Box 770197 tan ah'm sRnn � Eaglele River, AKK 99577 . uut t um (907) 688-2510 (907) 258-2510 (907)745-2510 apw4i eci.nct Pump Installation Log Well Drilling Permit Number: SW070243 Parcel Identification Number:050-315-30 Date of Issue: 9-11-07 Legal Description:Roseberry Park Property Owner Name R Address: EST John Thompson Lot:5 17343 Santa Maria .,,. _,... P.. I. Aivn. AV 00c'77 Pump Installation Date: 9-29-08 Pump Intake Depth Below Top of Well Casing:382 Feet Pump Manufacturer's Name: Dempster Pump Mode1:LBF2-100-52 Pump Size:I hp Pitless Adapter Burial Depth: 10 feet Pitless Adapter Manufacturer's Name: Martinson Pitless Adapter Installer: Green Contracting Well Disinfected Upon Completion? Yes Method of Disinfection: Chlorine Comments: Pump Installer Name: Arctic Pump & Well, Inc. Arctic Pump R IVell. lac. Page I of I MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water B Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM / WATER SUPPLY PERMIT Initial Permit Number: SW070243 Date Issued: Sep 11, 2007 Expiration Date: Sep 10, 2008 Parcel ID: 050-315-30 Legal Description: ROSEBERRY PARK ESTATES BLOCK 1 LOT 5 Design Engineer: 0855 GARNESS ENGINEERING GROUF Site Address: NHN OVERLOOK DRIVE Owner Name: JOHN THOMSON Lot Size: 47544 SQ. FT. Owner Address: 17434 SANTA MARIA Total Bedrooms: 5 Permit Bedrooms: 5 EAGLE RIVER, AK 99577 - This permit is for the construction of: Q Disposal Field ❑ Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ 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 engineer must notify DSD at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 ( 24 hours). ( Not required for a Water Supply Permit only). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. Received By: Issued By: Date: S D Date: Municipality of Anchorage ' Development Services Department a; ° Building Safety Division On -Site Water & Wastewater Program 4700 Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907)343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. 6550-.:31 S - -W Property owner(s) JONH THOM ON Day phone 240-2020 Mailing address 17434 SANTA MARIA • FAGI F RIVER AK Site address 1i IAIJ T)1JD2 L00V_ —I)Q Zip Code 99577 Legal description (Sub'd, Block & Lot ) ROSEBERRY PARK STAT T s BOK 1 Legal description (Township, Section & Range) Lot Size tif1.0 Jyy Sq.Ft. THIS APPLICATION IS FOR (®all[ that apply): Absorption Field 21 Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well Water Storage ❑ Number of Bedrooms THIS APPLICATION IS AN: Initial 21 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. GARNESS ENGINEERING GROUP Ltd. Permil/Rush Fees: '160 + 1-75 u, I t Date of Payment: 41& 7 Receipt Number: `I 3 (Rev. 11/05) Waiver Fees: Date of Payment: Receipt Number: GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS 8, GENERAL CONTRACTORS • r- r ,,-._.,,, REVISED SW070243 August 11, 2008 Municipality of Anchorage Development Service Department On -Site Water & Wastewater Program 4700 Bragaw Street P.O. Box 196650, Anchorage, Ak 99519-6650 (907)343-7904 Ref: Revised Proposed Septic System for Roseberry Park Estates; Lot 5, Block 1, To whom it may concern: There was a previous permit issued for this property on 9/11/07 for a well and septic design. Per the homeowner's request, we rc-designed it from a 4 bedroom to a 5 bedroom system. The proposed 5 bedroom house is to be served by a private well and septic system. We arc proposing that a 1500 gallon septic tank and a 5 -wide trench type drainfield be installed. Two test holes were excavated on the property. The drainfield will be designed around the 30 foot radii of these test holes. The proposed well will drilled in the area shown on the attached site plan and design drawing. Comments regarding the design are summarized as follows: 1. SOILS: See the attached logs which show the soil classifications, groundwater monitoring, and the percolation test results. The insitu sandy soils and the SM to GM material at 14 feet will negate the requirement for a sand filter. 2. DRAT\FIELD DESIGN: See attached design drawing for drainfield specifications. 3. SURFACE WATERS: There arc no surface waters within 100 feet of the proposed septic system. 4. TOPOGRAPHY: As can be seen on the attached design drawing the average topography within 50 feet of the drainfield site is a 10 to 15 percent slope running approximately north to south. There is a road cutbank greater than 25 percent south/southeast of the proposed drainfield. The drainfield will be 50+ feet from this cutbank. We arc unaware of any adverse impacts this installation would have on adjacent wells or septic systems. If you have any que tions, please contact us at 337-6179. Thank you for your assistance. mcc cly, *they css, Presid it NOT : Attached is a site plan drawing, a design drawing, one soil log, which are al! part of the design package for this septic system. (Contact G.E.G. Ltd. for 7 page consiniction specification letter.) 3701 E. Tudor Road, Suite 101 • Anchorage, AK 99507-1259 Ph: (907) 337-6179' Fax: (907) 338-3246 • Websitc: www.gamcssenginecring.coni \\ \ \ \ ROSEBERRY RIDGE ESTATES, \\ \ \ ROSEBERRY RIDGE ESTATES. LOT 1, BLOCK 1 \ \ \ \ \ LOT 6. BLOCK 3 PROPOSED / - - - - f PROP E' 40•. \\\ \ \I\ BEDROOM W HOUSE PROPOSED SEPTIC SYSTEM ROSEBERRY RIDGE ESTATES (SEE DESIGN, PAGE 2 OF 2 \ \I I I 1 ROSEBERRY RIDGE ESTATES, LOT 7, BLOCK 1 LOT 5, BLOCK 3 ROSEBERRY RIDGE ESTATES, 1 - l i I LOT 6, BLOCK 1 GEG TI -112 II I I Com_ --z EG 4TH/27 - ALTERNATE SITE -T--OVERLOOK DR. --6n LOT 4 ROSE RIDGE ESTATES, LOT 4, BLOCK ; ROSEBERRY RIDGE ESTATES, I I C_ I I LOT 3, BLOCK 3 I I M CPQ II N II II M II I I I ROSEBERRY RIDGE ESTATES, I I I I LOT 2, BLOCK 3 II D II II M II I I C7 sii PATNODE HOMESTEAD 1" - 100' / TRACT GARNESS ENGINEERING GROUP, Ltd. '�"•�"`�^�^� CONSULTANTS 6 GENERAL CONTRACTORS 5A1 E. Tll%.M MOb. TIIR 101 • AWCHOP"[ Y NSD) 111yK ("T)M7- lft • EM (907)1b -])N RHSRF. �w per wNp.ea PREPARED FOR: PHONE NUMBER: PAGE NUMBER: JOHN THOMSON 240-2020 1 OF 2 LEGAL DESCRIPTION: DRAWN BY: ROSEBERRY RIDGE ESTATES, LOT 5. BLOCK 1 I K.D.M. TYPE OF WORK: PROPOSED SEPTIC SYSTEM 9/4/2007 ...:.1 EI•�F Y.••. rt.....:� . CE -7953 NUMBER OF BEDROOMS: S REVISED DRAWING SW070243 GALLONS PER DAY (CPD): 750 PERCOLATION RATE/S: 1 MIN./INCH 0� \ PROPOSED APPLICATION RATE: 1.2 / \ MINIMUM DRAINFIELD SO.FT.: 625 / i \ \ DEDESIGN: / \ \ COO MAXIMUM FE S , : 5 FEET B FEET WID LENGTH: 64 FEED / Po• y,_ \ \ Q�/G� EFFECTIVEAPPROVED : 4 FEET SAND FILTER: N/A /�(( REDUCTION FACTOR: 0.50 If ACTUAL SO.FT.: 640 GEC. Ltd. HAS A 7 PAGE SPECIFICATIONr LETTER THAT PERTAINS TO THIS DESIGN. I INSTALL • ` 'w{'. TO OBTAIN A COPY OF THE LETTER •+.: '• CONTACT CEC. BY PROCEEDING FORWARD ' PROPOSED 1500 CLEANOUT '" WITH THIS INSTALLATION, THE ENGINEER, GALLON SEPTIC TANK r,.:.� '•� •� r' WELL DRILLER, CONTRACTOR AND , PROPERTY OWNER AGREE THAT THEY .�: •; ,'..; +.•!. •L� �. r ; '::•••� .t. HAVE READ THESE SPECIFICATIONS AND r •'�'.: ~''• ' AGREE TO ACCEPT THE TERMS AND -i• ���;� ROPOSE6.'•, : 1 CONDTIIONS UTLINED. \ DRAINFlEL INSTALL DOUBLE , •� I / CLEANOUTS \ I / GEC TH/2 \ PROPOSED \ S BEDROOM � HOUSE / I + TH/27 NOTE: THE CONTRACTOR SHALL HAVE THE SOUTH do WEST LOT LINES, AND WELL r RADIUS FLAGGED BY A REGISTERED LAND SURVEYOR PRIOR TO CONSTRUCTION. _ \ GEG TH/1 / ALTERNATE SITE /S 1' SEALE: 0 / . ' / OF ROAD 4/ / _ DAF GARNESS ENGINEERING GROUP, Ltd. p°°to CONSULTANTS & GENERAL CONTRACTORS p r»r c noa �o•o, wrt roe • rro•o4•cG wI wwr • wnc ryoTIVYir» • nu (roiJvsarw • 1rt�F: w.,.•..�..npc•.� PREPARED FOR: PHONE NUMBER: PAGE NUMBER: JOHN THOMSON 240-2020 1 OF 1 y'•; LEGAL DESCRIPTION: DRAWN BY: oaQ y. ROSEBERRY PARK ESTATES. LOT 5. BLOCK 1 K.D.M. ��0 TYPE OF WORK: DATE: PROPOSED WELL AND SEPTIC SYSTEM DESIGN 8/13/2008 GAR NESS • �•^�•-» _ `2 c ENGINEERING GROUPLtd , . •- CONSULTANTS S GENERAL CONTRACTORS. 001 • NCHORA L r "W, • P� (W7)W-!176 • Fu °07 -32.. • VFHSrtL ymr�rgiwN,.°wn o��•�F ' qS�O off; y0� Q y •; {r O O• • • • • • • • . • • • • • • • • • • • • • • • •D 3701 E TU °O.D. SUFE DRY 8/14/2007 SOIL LOG — PERCOLATION TEST 0 LEGAL DESCRIPTION: ROSEBERRY PARK SUBDIVISION, LOT 5, BLOCK 1 O '•. J f ey rness.- PERFORMED FOR: JOHN THOMSON w/CT CONSTRUCTION DATE: 8/13/2007 Q4°o" /'• CE -7953 ,: F4� e„e ' �d�4f� '' DEPTH 6' 'p°o �� dprofeaelo(°\`� (feet) 333 ORGANICS TEST HOLE 1 4��40�00��6 °O° 4tid 11:13 6 0' ooa SOIL CLASSIFICATIONS 5 2 - GW ORG - 3—,Q o o� GP ML 6 0� °o°o GM CL q °o°e;•;..� GC OL 00 °O°o;',; °o °°o e SW MH 5 0 ` CHt •SP °,o, SM i OH 8 ° O° 0;'z -. SC SEE ATTACHED DRAWING 7 °°°= SW TO GW w/SOME SILT AND DEPTH TO GROUNDWATER °°o.�: COBBLES/BOULDERS 8 MORE SILT 0°p ;4p opo 0•,. w/DEPTH -.. PERHAPS ootiti-: 'O°a SW -SM 10 sOp.b: OR ° °a 11 0;0 ope Ch.•,,. 12 o°p.. ah"- .° 0°.:_ opo p 000.`iy 13 aoa a ""=: e p4' ° 'd' 14 15 117 SM TO GM 16 18 19 PERCOLATION RATE 1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 5 FT. AND 5.5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: KYLE MAUS COMMENTS: GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS E FORMED IN ACCORDANCE PERFORMED BY WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: `% �f DATE DATE DRY 8/13/2007 DRY 8/14/2007 DRY 8/23/2007 11:01 - DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 8/14/2007 1 11:01 - 6' - 2 11:07 6 0 6' 3 11:07 - 6' - 4 11:13 6 0' 6' 5 11:13 - 6' - 6 11:19 6 0� 6' GARNESS ENGINEERING GROUP, Ltd. - ••�•�-,....-.,a ••••�•-. CONSULTANTS 6 GENERAL CONTRACTORS- 3701 ONTRACTORS—]701 L 71 RW. 300E 101 • MCH(AhGE. I 66307 • P1gli_ 607 )-6170 • FM 00) -32N I1CBLfL 0amw.yr.Yy.oem SOIL LOG - PERCOLATION TEST LEGAL DESCRIPTION: ROSEBERRY PARK SUBDIVISION, LOT 5. BLOCK 1 PERFORMED FOR: JOHN THOMSON W/CT CONSTRUCTION DATE:_ 8/13/2007 DEPTH ____ (feet) ORGANICS TEST HOLE #271 SW TO GW w/SOME SILT AND COBBLES/BOULDERS MORE SILT w/DEPTH PERHAPS SW—SM OR GW—GM SM TO GM Y•uwoff-S n�rug DRY 8/13/2007 DRY 8/14/2007 I .. 6" — 2 111111111 6 31191 6- 3 MOE — /.% — 4 NNE • 1 0" 6" 5 IIIIIIIII — 6' — 6 //% 6 1111 6" D.4,d, • DEPTH TO GROUNDWATER DATE DRY 8/13/2007 DRY 8/14/2007 DRY 8/23/2007 6" — SEE ATTACHED DRAWING DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 8/14/2007 1 11:02 — 6" — 2 11:08 6 0" 6- 3 11:08 — 6" — 4 11:14 6 1 0" 6" 5 11:14 — 6' — 6 11:20 6 0" 6" PERCOLATION RATE 1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 5 FT. AND 5.5 FT. A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: KYLE COMMENTS: PERFORMED BY GEG, Ltd. 1, JEFFREY A. GARNESS, CERTIFY THAT THIS WASP FORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 9 • �-� Municipality of Anchorage o Z On-Site Water and Wastewater Program (907) 343-7904 SA C CERTIFICATE OF ON-SITE SYSTEMS APPROVAL Parcel I.D. 050-315-30 Expiration Date:dr2-..9— I X 1. GENERAL INFORMATION Complete legal description ROSEBERRY PARK ESTATES BLOCK 1, LOT 5 Location (site address) 18739 ROSEBERRY PARK DRIVE, EAGLE RIVER,AK 99577 Current Property owner(s) JAMES M &PAMELA ALLEVA Day phone Mailing address 18739 ROSEBERRY PARK DRIVE, EAGLE RIVER,AK 99577 Real Estate Agent Day phone 2. TYPE OF DWELLING: ® Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 5 TYPE OF WASTEWATER DISPOSAL: 4. TYPE OF WATER SUPPLY: Individual Individual Well ® Holding Tank ❑ Individual Water Storage ❑ Community ❑ Community Class _Well ❑ Public Sewer ❑ Public Water System ❑ WaiverNariance request for: Distance: Received by: Date: i//O V COSA to be released to the engineer, unle1/4is otherwise requested by the engineer. COSA Fee $ 5�� Waiver Fee $ Date of Payment [91-61 Date of Payment Receipt Number U R 4/36D Receipt Number COSA# ©b(J /19O 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 ARCTERRA CONSULTING,INC. Phone 868-3791 Address 20441 PTARMIGAN BLVD., EAGLE RIVER,AK 99577 Engineer's Printed Name KENNETH M. DUFFUS Date 4/23/2018 THIS COSA DOCUMENT CANNOT BE USED TO TRANSFER TITLE UNLESS ALL VENDORS(ENGINEERING,SURVEYING,CONTRACTORS,ETC...ASSOCIATED WITH THIS COSA ARE PAID IN FULL AT OR BEFORE CLOSING. Engineer's Comments: This investigation was completed in compliance with ADEC and MOA regulations. The assessment of the condition of the well and septic applies only to the conditions as of the day tested. The flow and absorption rates may change due to subsurface conditions that may not be observed from the surface, changes inland use, local soil characteristics, groundwater levels that may fluctuate during the year and the water usage of the family being served by the system. The operational life of all well and septic systems are subject to these various and dynamic characteristics and are outside the control of the evaluator of the well and septic system. Therefore, ArcTerra can not give any estimate of how long a system will function satisfactory for current or future occupants or can ArcTerra guarantee that no unseen _�� encroachments,deficiencies or discrepancies exist. v OF AL \ 6. DSD SIGNATURE * 9T1-1* 7 System #1 Approved for 5 bedrooms. N �� 1. KEN FIM. System #2 Approved for bedrooms. 1 �; 71 Disapproved. \ i Conditional approval for bedrooms, with the following stipulations: \\? OF,GN�, hG ON-SITE WATER AND 1' WASTEWATER o PROGRAM 0.0 ^/T�`r r�\ll(-• • By Original Certificate Date:JL -S? 1 The Municipality of Anchorage 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_10-10.12.doc 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: ROSEBERRY PARK ESTATES BLOCK 1, LOT 5 Parcel ID: 050-315.30 A. WELL DATA Well type PRVT If A, B, or C provide PWSID#_ Well Log (Y/N) Y Date completed 9/13/2007 Sanitary seal (Y/N)Y Wires properly protected (Y/N) Y Total depth 400 ft. Cased to 44 ft. Casing height(above ground) 24+ in. FROM WELL LOG AT INSPECTION Date of test 9/13/2007 4/20/2018 Static water level 15 ft. 30 ft. Well production 2 g.p.m. 1.8 g.p.m. WATER SAMPLE RESULTS: Coliform NEG colonies/100 mL Nitrate ' •t_ mg/L Arsenic: ND ug/L Date of sample: 4/20/2018 Collected by: ARCTERRA B. SEPTIC/HOLDING TANK DATA Tank Type/Material SEPTIC I STEEL Date installed 9/29/2008 Tank size 1500 gal. Number of Compartments 2 Cleanouts(Y/N) Y Foundation cleanout(Y/N) Y Depression over tank(Y/N) N High water alarm (Y/N) N Date of pumping 4/20/2018 Pumper ONE STOP C. ABSORPTION FIELD DATA Date installed 9/29/2008 Soil rating (g.p.d./ft2 or ft2/bdrm) 1.2 System type SHALLOW TRENCH Length 65 ft. Width 5 ft. Gravel below pipe 4.07 ft. Total depth 7.6 ft. (Measured 4/20/18) Eff. absorption area 650 ft2 Monitoring tube Y Depression over field N Date of adequacy test 4/20/2018 Results(Pass/Fail) PASS For 5 bedrooms Fluid depth in absorption field before test 7 in. Water added 800 gal. New depth 11 in. Elapsed Time: 35 min. Final fluid depth 7 in. Absorption rate >= 750+g.p.d. Any rejuvenation treatment(past 12 mo.) (Y/N &type) N If yes, give date D. LIFT STATION Date installed Size in gallons Manhole/Access(Y/N) "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 100'+ On adjacent lots 100'+ Absorption field on lot 100'+ On adjacent lots 100'+ Public sewer main 75'+ Public sewer manhole/cleanout 100'+ Sewer/septic service line 25'+ Holding tank 100'+ Animal containment areas 50'+ Manure/animal excrete storage areas 100'+ SEPTIC/HOLDING TANK ON LOT TO: Building foundation 10'+ Property line 5'+ Absorption field 5'+ Water main 10'+ Water service line 10'+ Surface water 100'+ Wells on adjacent lots 100'+ ABSORPTION FIELD ON LOT TO: Property line 10'+ Building foundation 10'+ Water main 10'+ Water Service line 10'+ Surface water 100'+ Driveway, parking/vehicle storage 10'+ Curtain drain 50'+(NONE KNOWN) Wells on adjacent lots 100'+ F. COMMENTS G. 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. I! OF ALS Engineer's Printed Name KENNETH M.DUFFUS Q� Date 4/23/2018 fif49 TH * COSA canary sheet_2-6-15.doc W�"�� KENNETH7 irff / Q G$� \ P-kFSSION' , `\_f I - cJ' 9 i, "'/4/ i60,z8 \ \ [1.....\/ �oma_ \ \ y . e ' .4 �Ig �`` • T Cu . - • o 41 z_ G . - IV0 • - 4. 9 _ ' � , 'II1q, \\ kl � s -- a _ ,� ter' .. \ ' �I o ' • • ! i `Co ._\.---ct.s 'isk . 1\ / f' int ,.„ 1 •Ss • �,c. hit' A �°'w sE� e i)00 G� \IOg f `y , v �/ C� -" _.�-\ T3;f �. 7's zy _ � i��a row y/% ASBUILT SEWARD & ASSOCIATES LAND SURVEYING 694-082.9 I HEREBY CERTIFY THAT I HAVE SURVEYED THE ''CALE: f72, ,a a FOLLOWING DESCRIBED PROPERTY: �� OF AL 4� /r/Osf;p irA "•"il/PX- 57.?/"fG�T ,,i(./ •DATE AND THAT NO ENCROACHMENTS EXIST EXCEPT AS ,F�t�, irk'.•'- .�,:1. , '•`,sii-�4 INDICATED. IT IS THE RESPONSIBILITY OF THE -. ': 4`:i _ "1 $ OWNER TO DETERMINE THE EXISTENCE OF ANY GRID: ••• g EASEMENTS, COVENANTS, v OR RESTRICTIONS it/� iSS' i .-10P WHICH DO NOT APPEAR ON THE RECORDED SUBDI- #. •. Uvena Mari $ewe,d VISION PLAT. UNDER NO CIRCUMSTANCES SHOULD FB: z3 1 /... •, iS—:59.8 .'• ..i ' ANY DATA HEREON BE USED FOR CONSTRUCTION �/� �t `° jy� ,°`v ',Y OF FENCE LINES, OR FOR ESTABLISHING BOUND- DRAWN ��'+�'�0`�°=vxx�`. `°�•'� ARY LINES. ��� �'�*�cIrv&'T. Municipality of Anchorage Development Services Department Building Safety Division On -Site Water & 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 APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. 05U �� �t-9 30 COSA# 00 S6 1. GENERAL INFORMATION Expiration Date: ��" O Complete legal description ROSEBERRY PARK ESTATES BLOCK 1, LOT 5 Location (site address) NHN OVERLOOK DRIVE * EAGLE RIVER AK 99577 Current Property owner(s) JOHN THOMSON Day phone Mailing address Lending agency Mailing address Real Estate Agent Mailing address 17434 SANTA MARIA * EAGLE RIVER AK 99577 Unless otherwise requested, COSA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: 5 Day phone Day phone 240-2020 3. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well Individual On-site E Individual Water Storage ❑ Individual Holding tank ❑ Community Class Well ❑ Community On-site ❑ Public Water System ❑ 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 samples. (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, l 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 GARNESS ENGINEERING GROUP, Ltd. Address 3701 E. TUDOR ROAD, SUITE 101 * ANCHORAGE, AK 99507 Engineer's Printed Name Engineer's Comments: JEFFREY A. GARNESS, P.E. in conducting this evaluation, GEG, LtD. attempted to provide a thorough, conscientious engineering analysis of the system in accordance with ADEC and MOA DSD Guidelines & Regulations. The reported results described the performance of the system under the conditions encountered at the time of the test, and separation distances measured to readily identifiable features. The operational life of all wells and septic systems depend on the local soils condition, groundwater levels that may fluctuate during the year, and the water usage of the family being served by the system. These conditions are outside the control of the evaluator of the system. Satisfactory test results do not guarantee future performance of the system, nor do they guarantee that there are no hidden defects or encroachments. GEG, LTD. can therefore not provide any warranty or future estimate of how long the system will continue to meet the operational requirements of the ADEC or MOA DSD. The content of this report is for the sole benefit of the owner listed above. Any reliance upon or use of this report by any other person or party is not authorized, nor will it confer any legal right whatsoever. 5. DSD SIGNATURE Approved for bedrooms. Disapproved. Conditional approval for 5 Attachments: COSA Checklist Septic System Advisory Well Flow Advisory Nitrate Advisory M Phone 337.-6179 Date 4=1 -9s;4p ' 4. T -v 1. ..... ........ . J y . Go ess.: . `` 0CE -7 • • .\cvQ 4Q 0 �t\_rofess"Of—' bedrooms, with the fllowing stipulations: zv -rc b Arsenic Advisory Maintenance Agreements Supplemental Engineer's Report Other By: L �� Original Certificate Date: 41 13 " y C (Rev. 11(05) Municipality of Anchorage Q Development Services Department Building Safety Division On -Site Water & 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 APPROVAL CHECKLIST Legal Description: ROSEBERRY PARK ESTATES, BLOCK 1, A. WELL DATA Well type PRIVATE If A, B, or C provide PWSID# N/A Date completed 9/13/2007 Sanitary seal (Y/N) YES Total depth 400 ft. Cased to 44 ft. (BEDROCK) FROM WELL LOG Date of test 9/13/2007 Static water level 15 ft. Well production 2 g.p.m. WATER SAMPLE RESULTS: OT 5 Parcel ID: Well Log (Y/N) Wires properly protected (Y/N) Casing height (above ground) AT INSPECTION ft. 9.p -m. YES YES 2 in. Coliform y colonies/100 ml. Nitrate fJ i0mg./L. Other bacteria Ci colonies/100 ml. Arsenic:0 'J ug./L. Date of sample: 3/25/09 Collected by: GEG Ltd. B. SEPTIC/HOLDING TANK DATA Tank Type/Material SEPTIC/STEEL Tank size 1500 gal. Number of Compartments 2 Foundation cleanout (Y/N) YES Depression over tank (Y/N) NO Date of pumping NEW Pumper C. ABSORPTION FIELD DATA fBELOW FINAL GRAD Date installed 9/29/08 Cleanouts (Y/N) YES High water alarm (Y/N) N/A Date installed 9/6/08 Soil rating ( .p.d./ft r ft2/bdrm) 1.2 System type, 5 WIDE Length 65 ft. Width 5 ft. Gravel below pipe 4.07 ft. Total depth *8.1-8.5 ft. Eff. absorption area 650 ft2 Monitoring tube YES Depression over field NO Date of adequacy test NEW Results (Pass/Fail) PASS 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 >= 750 g.p.d. Any rejuvenation treatment (past 12 mo.) (Y/N & type) NONE KNOWN If yes, give date — D. LIFT STATION Date installed Size in gallons Manhole/Access (Y/N "Pump on" level at in. "Pump off' level High water alarm level at in. DatumCycles tested Meets alarm & circuit requirements? E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lift 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 line 25'+ Holding tank N/A Animal containment areas 50'+ Manure/animal excrete storage areas 100'+ SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation 5'+ Property line 5'+ Absorption field 5'+ Water main N/A Water service line 10'+ Surface water 100'+ Wells on adjacent lots 100'+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line 10'+ Building foundation 10'+ Water main N/A Water service line 10'+ Surface water 100'+ Driveway, parking/vehicle storage 10'+ Curtain drain NONE KNOWN Wells on adjacent lots 100'+ F. COMMENTS IN G. ENGINEER'S CERTIFICATION o � . OQ 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. QO y rness. Q� Engineer's Printed Name JEFFREY A. GARNESS O49,s '• cCE-7953 \cep Date A. //9� o5 0 a J'��f��od / 44��c�profess10n o COSA Fee $ L. S + uOn C't Waiver Fee $ Date of Payment UT `� Date of Payment Receipt Number I� �� Receipt Number (Rev. 11/05) W, 14:16 FROM - /f' f'6' %/ ROM- %/ -'s-,? -0`v Flo, Z'? ASBUILT I HEREBY CERTIFY THAT I HAVE SURVEYED THE FOLLOWING DESCRIBED PROPERTY: AND THAT NO ENCROACHMENTS EXIST EXCEPT AS INDICATED. IT IS THE RESPONSIBILITY OF THE OWNER To DETERMINE TW: EXISTENCE OF ANY EASEMENTS, COVENANTS, OR RESTRICTIONS WHICH DO NOT APPEAR ON THE RECORDED SUBDI- VISION PLAT. UNDER NO CIRCUMSTANCES SFOJLD ANY DATA HEREON BE USED FOR CONs,rRUCTION OFF FENCE LINES, OR FOR ESTABLISHING BOUND- ARY LINES. . T-065 P-002/002 P-827 SEWARD & ASSOCTATES LAND SURVEYIm'; 694-0821-1 SCALE; OF A DATE' a��� .�' - sll or GRID, 0 0 A ol• DuQrin mnli saward Ar FB- Y 'RAWN, V.