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Home My WebLink AboutARNETT BLK 2 LT 2Arnett Block 2 Lot 2 #015-472-31 MUNICIPALITY OF ANCHORAGE On -Site Water & Wastewater Program PO Box 196650 4700 Elmore Road Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997 http://www.muni.org/onsite On -Site Wastewater Disposal System Permit Permit Number: OSP241201 Work Type: SepticTank Upgrade Tax Code Number: 01547231000 Site Legal Address: ARNETT BLK 2 LT 2 G:2640 Site Mailing Address: 10909 HIDEAWAY TRL, Anchorage Owner: SINZ JEFFREY E & Design Engineer: GARNESS ENGINEERING GROUP LTD This permit is for the construction of: Effective Date: Expiration Date Lot Size in Sq Ft: Total Bedrooms: 7/24/2024 7/24/2025 49435 ❑ Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage All construction shall 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 shall notify the Development Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall be either: a. Opened and Closed on the same day, or b. Covered, sealed, and heated to prevent freezing Received By: C, e1c Issued By: Date: Date: y U 4 ON -SITE SEPTICIWELL PERMIT APPLICATION Parcel I.D. 0 15-472-3 1 Property owner(s) JEFF SINZ Day phone 907-244-1066 Mailinq address 10909 HIDEAWAY TRAIL *ANCHORAGE, AK Site address 10909 HIDEAWAY TRAIL*ANCHORAGE, AK Legal description (Sub'd., Block & Lot) ARNETT; BLOCK 2, LOT 2 Legal description (Township, Range & Section) Lot Size Sq. Ft. Number of Bedrooms 4 APPLICATION IS FOR: (21 all that apply) Absorption Field ❑ Septic Tank F1 Holding Tank F1 Privy ❑ Private Well ❑ Water Storage ❑ APPLICATION IS AN Initial 0 Upgrade F-1 Renewal El THIS APPLICATION INCLUDES A WAIVER REQUEST FOR: TYPE OF DWELLING: Single Family (SF) El (w/wo ADU) Duplex (D) F] Multiple Dwellings ❑ (SF and/or D) Distance: 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- Waiver Fees: Date of Payment: Z' Date of Payment: Receipt Number: Permit No. 05 P Z_ `_f / 110 1 Receipt Number: Waiver No. GADevelopment Services\Building Safety\0n Site Water and Wastewater\Forms\Client Forms\Permit Application.doc Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP241201, Curtis Townsend, 07/24/24 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP241201, Curtis Townsend, 07/24/24 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP241201, Curtis Townsend, 07/24/24 8512A I Unsubdivided N89°59'10"E 299.42 30 Shea a) w C a� a �Xf Septic vents (typ) N LOT z try Iw Asphalt Q W ^° 2.0 OH Q cA 0 C p 40 to co O ` a° �rO' F Sra ° 70. d Cl d I 181. �2 yea h '1 0 a °use S) �` 2.0 off p tm O I CD c � I ( IV d� Well a N J 30 I N89059'20"E 299.78 Lot 1 AS -BUILT NO CORNERS SET THIS DATE r OF • AL I hereby certify that I have performed a Mortgagee's inspection '► 8 in accordance with ASKS Standards of the following AW ,�Q . ' " ,� described property: LOT 2. BLOCK 2 C�J . 49 ih • • t% �� ARNETT SUBDIVISION �, °• Anchorage Recording Precinct, Alaska, and that the �' ' ' • r"' j ° improvements situated thereon are within the property lines 00, ' 0 and do not overlap or encroach on the property lying • ,+ adjacent thereto, that no improvements on the property lying lizobeth L. Walatko . , ,/ adjacent thereto encroach an the premises in question and i��F • • 80M — LS �69AW ' that there are no roadways, transmission lines or other W visible easements on said property except as indicated +�'°sslotaA+ •`f� �► hereon. SCALE: 1 = 50 11 1�,'s�4® Dated at Anchorage, Alaska this 13th day of JUKE 2024 THOSE SHOWNN ON THE RECORDED EASEMENTS RECORD, OTHER THAN 4 _ aj FRED WALATKA $ ASSOCIATES, L.L.C. PLAT ARE NOT SHOWN HEREON BE 907-248-1666 Engineers and Surveyors UNLESS OTHERWISE NOTED. FB 24-3, pg 21-22 This drawing is a representation of conditions found at the time the mortgage location survey was performed. This document does not constitute a boundary survey and is subject to any inaccuracies that a subsequent boundary survey may disclose. The information contained on this drawing shall not be used to establish any fence,structure or other improvements unless otherwise noted. This drawing shall only be used for a single property transaction. Use of this drawing by the original client or by others at a later date without the consent of Elizabeth L. Walatka is a violation of Federal Copyright law. Unless gross negligence is discovered, the liability extent of the preparer is limited to the amount of fees collected for services in preparation of this product. Municipality of Anchorage Development Services Department Building Safety Division Onsite Water & Wastewater Program, 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519.6650 www.cl.anchorage.ak.us (907) 343.7904 Page 1 of 3 On -Site Wastewater Disposal System and/or Well Inspection Report Permit Number. SW040406 PID Number. 015-472-31 Name: BILL w/ COLONY BUILDERS Wastewater System: ■ New 0 Upgrade Y p9 Address: 10909 HIDEAWAY TRAIL " ANCHORAGE, AK 99507 ABSORPTION FIELD Phone: No. of Bedrooms: (907) 345-0371 4 ■Dsep Trench OShollow Trench ❑Bed ❑Mound ❑Other LEGAL DESCRIPTION sa Ratkv. 1.2 Toms Depth m n haWNI.W Tod. 10.0 MAX CM/4 n re Brock: Lot: Subdivision: Depth to pipe bottom hem e,lpinal pade Dneal depth swan pipe: 2 2 ARNETf SEE DWG. rt 7.47 pt Township: Range: Section: n added ob" W41nal ieft Qww Mnoft — — — SEE DWG. n 40 rt WELL: ■ New p Upgrade lNoed wwth: 2.5 N.nb.r a Nee 1 Distance set...n ense: — n n Ciondkaasn Prineta. AAC . Total Depue 426 Cawed Ta 71 Total abesrptim ones: 600+ Npe ffwtw%L D 3034/ F-810 PRIVATE re m so. re lkbNen Date Dined:Stalb Malec twek kwtorw: CAT'S EYE Dam kwta 1020-21/2004 ALPINE DRILLING 1/17-19/0 67 rt .NISPomp sel ,b cowq N.aM Aba . pica w TANK 1 opu UNKNOWN n 2 n SEPARATION DISTANCES aseptic ❑Holding 0S.T.E.P. ODther To Septic Absorption Uft Holding bk/P,hots JAor0A ta'e'° ANCHORAGE TANK cspoub in sobeM' 1250 From Torek Field Station Tank s... un.. wall 1006+ 100'+ — — 25'+ NOW* STEEL Ned,. of 2 Surface water 100•+ 100'+ — — — LIFT STATION Wt Line 5•+ 10'+ — — — sue in eobonc Yawlaatanr. Foundation 5'+ 10'+ — — — W lest .b Mw at emnn pt: Curtain Drain 1777177 NONE KNOW ►7ua..7od e•vectkre nrft-Nd ►r: Remarks: BENCH MARK loselisn end De.enptb,. TOP OF CONCRETE BLOCK FOR GARAGE OVERHANG (NORTHWEST CORNER) Awv,.d Elwalbn: 100.00 rt ENGINEER'S 4Q0 OO GEG, Inspections performed by: Ltd. Dates: list 10 20 2004 2nd 10/20/2004 9 ... � !�.:...... ...........:.°. 3rd 10/21/2004 QQ .. .e f A Ga ess:' ervices Department Approval al Vp�444e�P. Reviewed anDd approved byt /��/ tZ b ��c og 0 r0f 0ssio� (e v.) \ppooes� PERMIT NUMBER' AS—BUILT D RAW I N G PARCEL ID NUMBER: SW040406015-472-31 \ [SEPTIC \ ARS \ A B ST1 35.64 12.22 C ALTERNATE SITE 40.51I NEW DRAINFIEID % r ST2 43.58 12.98 43.18 4Ti f DBL2 DBL1 51.87 17.73 46.90 /� /r DBLI DBL2 53.47 18.83 47.68 C01 69.95 29.79 47.61 /� TN/1 /� NEW 1250 GALLON MTI 167.95 128.43 48.19 ///r SEPTIC TANK CO2 162.34 152.83181.12 MT2 182.26 152.27 180.45 I � \ • 0 (1 i .71 o NEW I WELL • I I I I DATE: opQpp 40 10/28/2004 DRAWN BY. J.G• eGARNESS �y� \�•...•• •.q f1�� ENGINEERING GROUP, Ltd. co:' ypp SCALE: GONSULTANTSiGENERAL CONTRACTORS 3701 F. TUMOR ROAD. SIIITF 101 • ANCNORAGF A" 00507 • PNONF (W7)337.6179 • FAX (00))33"-STc6 1" 4O" —VA (Al, trH r .... .........!.. VAVA PREPARED FOR: PHONE NUMBER: PACE NUMBER: BILL w/ COLONY BUILDERS (907) 345-0371 2 OF 3 r Go ess:•LEGAL — .• e0 DESCRIPTION:O ARNETT SUBDIVISION; LOT 2. BLOCK 2. �Fv 4 °^° �oG ��Opresso°o�' TWE OF WORK:o AS—BUILT DRAWING OF SEPTIC SYSTEM UPGRADE 0000 0 PERMfTNUMBER: AS -BUILT D RAW I N G PARCEL ID NUMBER: SW0 SW040406 015-472-31 TOP OF TANK AT INLET - 96.46 INVERT OF BUNG AT INLET - 97.91 1 u NEW 1250 GALLON SEPTIC TANK RELATIVE ELEVATION OF BOTTOM OF TEST HOLE 80.74 (TEST HOLE DRY) GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS 8 GENERAL CONTRACTORS 3701 F TUDOR ROAD, SUITF 101 • ANCHORACF. AK 99507 • P NF (907)337.6179 • FAX (007)336.3744 PREPARED FOR: PHONE NUMBER: BILL w/ COLONY BUILDERS (907) 345-0371 LEGAL DESCRIPTION: ARNETT SUBDIVISION: LOT 2, BLOCK 2, TWE OF WORK: PROFILE AS—BUILT DRAWING OF SEPTIC SYSTEM ORIGINAL GRADE -OR7A s FABRIC INERT OF PIPE 98.21 (AVG.) BOTTOM OF TRENCH " 88.74 (AVG.) 1 C.J.G. LE: 1" = 40' E NUMBER: 2OF3 TOP OF TANK AT OUTLET - 98.46 INVERT OF BUNG AT OUTLET - 97.65 ......... e f Gar ess:' 4 '. -7 add" Municipality of Anchorage Department of Health and Human Services 825 OL: -Street P.O. Box 196650 Anchorage, Alaska 99519-6650 Rick Myshom hnx/hvaw.d.anchorage.akus Mayor Permit Number: *SW 040405 Date of Issue: 9-27-04 Parcel Identification Number: 015-472-31 Dau Started: 11-17-04 Date Completed: 11_19-03 Is well located at approved permit location?® Yea E] No Legal Description: Arnett Blk 2 U 2 Property Owner Name & Address: Colony Builders 10909 Hideaway Trail Anchorave. Alaska 99507 Borehole Data: Soil Type, Ttdctvess do Water Strata Sbbk- ----UP _� on3nics Ssm gravelly silt saffY sand gravelly sk Silly grav* se'nd bedrock Depth (ft) From To -- 0 2 '2 17 17 36 36. 41 41 66 66 68 68 426 Method of Drilling ® air rotary ❑ cable tool Casing type: steel Wall Thickness:250 inches Diameter G iachcs ' D'epih 71 feet' Liner Type: Diameter. inches Depth feet Casing stickup above ground: 2 feet Static war: r level (from ground le -: el): 67 oet Pumping level:_g-6—fect after 24 hours pumping f gpm Recovery Rate: 1 gpm Method of Testing: airlift Well Intake Opening Type: ' ❑ Open End ® Open Hole ❑ Screened Start feet Stopped feet ❑ Perforations Startfeet Stopped feet Grout Type: bentonite 4 8 Volume 1 Depth: Start 0 feet Stopped -Zfeet Pump:. Intake Depth feet PUMP size hp Brand Name -- Well Disinfected Upon Completion? ® Yes E3 No Method of Disinfection: chlorine tablets Comments: Well Driller: Alpine Dn7ling & Enterprises PO Box 110496 Anchorage Alaska 99511 Attention: TAe well driller shall provide a well log to the property owner within 30 days of completion and the property ........ ...L..-..\\ J.t\\.. .1 .\I -..-: J. .....\\ \.. .. Y. T..• .t\f..\.\ • IA J.... . \.-t.. TOTAL P.02 MUNICIPALITY OFANCHORAGE Development Services Department Onsite Water 8 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: SW040406 Date Issued: Sep 27, 2004 Expiration Date: Sep 27, 2005 Parcel ID: 015472-31 Legal Description:'ARNETT SUBDIVISION BLOCK 2 LOT 2 Design Engineer: 0855 Garness Engineering Group, LTD Site Address: 10909 HIDEAWAY TRAIL Owner Name: COLONY BUILDERS Lot Size: 49435 SO. FT. Owner Address: 10909 HIDEAWAY TRAIL Total Bedrooms: 4 Permit Bedrooms: 4 ANCHORAGE. AK 99507 - This permit is for the construction of: ❑✓ Disposal Field ❑,/ Septic Tank ❑ Holding Tank ❑ Privy All construction must be in accordance with: 1. The attached approved design. ❑,/ Private Well ❑ Water Storage 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: iia Date: 9 - Date: !?/7-716 Municipality of Anchorage Development Services Department Building Safety Division On -Site Water & Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ek.us (907) 343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. 405-471:2- 31 Permit Number Property owner(s) BILL w/ COLONY BUILDERS Day phone 345-0371 Mailing address (1) 2340 LOREN DRIVE +ANCHORAQ17- AK 99516 aCla� ng address (2) M2 q 91—CMtllaLl Zip Code 99516 Legal description (Lot, Block & Sub'd.) LOT 2. BLOCK 2: ARNETr SUBDIVISION Legal description (Section, Township & Range) Lot Size Llq q3;!5r Acre Sq.Ft. Number of Bedrooms 4 THIS APPLICATION IS FOR: Sewer Only ❑ Well Only ❑ Sewer and Well Water Storage ❑ Sewer Upgrade ❑ THIS PROPERTY CONTAINS: Hot Tub ❑ Jacuzzi ❑ Swimming Pool ❑ Water Softening Unit ❑ Therapy Pool ❑ 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. Permit Fees: Uy) l l7� [�'2�� CEr�Waiver Fees` Date of Payment: 9I��IOy Date of Payment: Receipt Number. Receipt Number., GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS September 20, 2004 Municipality of Anchorage Development Service Department Building Safety Division On -Site Water & Wastewater Program P.O. Box 196650 Anchorage, Alaska 99519-6650 Ref: Proposed Well and Septic System for Arnett Subdivision, Lot 2, Block 2, To whom it may concern: The proposed 4 bedroom house will served by a private well and septic system. Two test holes where excavated on the property. The drainfield will be designed around the 30 foot radii of these test holes. We are proposing that a 1250 gallon septic tank and a deep trench type drainfleld be installed. Comments regarding the design are summarized as follows: 1. SOILS: See the attached log which shows the soil classifications, groundwater monitoring, and the percolation test results. It is our opinion that due to the overall appearance of the soils, an application rate of 1.0 gallons/day/112 should be used. 2. TRENCH DESIGN: a. Percolation Rate: <1 & 4 minutes/inch b. Proposed Application Rate: 1.0 gallons/day/ft' c. Number of Bedrooms: 4 d. Design Flow: 600 gallons per day e. Minimum Absorption Area: 600 ft' f. Total Depth: 11 feet (max.) g. Effective Depth: 8 feet h. Width: 2.5 feet i. Reduction Factor: N/A j. Minimum Length: 40 feet long total k. Effective absorption area = 640 R' 3701 E. Tudor Road, Suite 101 • Anchorage, AK 99507 Ph: (907) 337-6179' Fax: (907) 338-3246 • Website: gamessengineering.com 3. SURFACE WATERS: There are no surface waters within 100+ feet of the proposed septic system. 4. TOPOGRAPHY: As can be seen on the attached topography site plan, the average topography in the area of the proposed drainfield is approximately 5-10% slope running southeast to northwest. There is a slope of approximately 25 percent below the proposed drainfield. The area below the drainfield is to be graded less than 25 percent. In short, there are no slope concerns. I am unaware of any adverse impacts this installation would have on adjacent wells or septic systems. If you have any questions, please contact us at 337-6179. Thank you for your assistance. NOTE. Attached is a site plan drawing, a design drawing, a topography site plan, two soils logs, and a 7 page construction specification letter which are all part of the design package for this septic system. 3701 E. Tudor Road, Suite 101 • Anchorage, AK 99507 Ph: (907) 337-6179' Far: (907) 338-3246 • Website: gamessengineering.com CW i I Q Q LLJ 0 ■r ZANTHA VISTA S/D; I I I too' Wal RADIUS I j LOT J, BLOCK 8 I I I I [SEPTIC \ / I I11 I \ � I - II I ��i' ZANTHA VISTA S/D: LOT 1, DLOCK B (' / � \ -SEPTIC `-SEPDC `\ PROPOSED AREA 1 4 BEDROOM I PROPOSED SEPTIC SYSTEM �� ` HOUSE `\ I (SEE DESIGN PACE 2 OF 2)—V ------------- -�---- ALTERNATE STTE—,,,, TH/2 ' r--------------~I�--- I I � \\ ZANTHA VISTA S/D; / \ LOT 4, BLOCK B / 1 csEPnc 1--y/ ARLAD �+ `-SEPTIC ARFaD ARSD; 1. B - I \ LOT 1, BLOCK 2, I I \ ZANTHA VISTA S/D;\ LO LOT S, BLOCK 8 \I ( I 1 nn' wFll R0.71U5 1 I I I APPROX.LOCATION j L L ---------------I---- -----------------------1 r ------------- r--- 1 \A I I` I I ' HOWS S/D; I I ZANTHA VISTA S/D: LOT 1, 1 1 LOT 8, BLOCK B 1 f 9/20/2004A // ii w{s DRAWN BY:! GARNESS ENGINEERING GROUP, Ltd.CONSULTANTS d GENERAL CONTRACTORS S� , 9 m.c PO09OOA1 auTO1010A We QACV AKRoam•pw vMA?+yv.Ano•Fnvroronyan.A 1- 100 j""" •....•.••...i. 4EPARED FOR PHONE NUMBER: PAGE NUMBER: BILL W/ COLONY BUILDERS 345-02 1 1 OF 2 1 bVf A. C ess� e•• '..-. . . LEGAL DESCRIPTION: ARNETT SUBDIVISION; LOT 2, BLOCK 2 SITE PLAN FOR PROPOSED WELL AND SEPTIC SYSTEM CSEPTIC \ ARS \ PROPOSED DRAINFIELD. EXCAVATE A TRENCH THAT IS 11 FEET DEEP MAXIMUM BY 2.5 FEET WIDE BY 40 FEET LONG. ADD B FEET INSTALL DOUBLE OF CLEW, WASHED SEWER DRAINROCK. CLEANOUTS _ PROPOSED 1250 GALLON SEPTIC TANK I/ I ALTERNATE SITE _ INSTALL FOUNDATION /THII / CLEANOUT +TH/2 PROPOSED ':••r�:',�•'�•_'.,�� 48EOROOM I \ ;• �_ HOUSE I k I I Is I APPROXIMATE LOCATION OF I I I 2577+ SLOPE. SLOPE TO BE REGRADED TO <25x SLOPE. ROPOSED 1 WELL ( I � I I NOTE: THE CONTRACTOR SHALL HAVE THE NORTH LOT AND THE 100 FOOT WELL \ AD 3a 11 I \ CG T S� L BFLAGGED PRIOR N. \ Lo Gr—T10 A,1 S P2I on. Zv I I DATE: 9/20/2004 oopQo04 0! � 0 C C/. .... .. h DRAWN BY: Ltd. c'J'G' GARNESS ENGINEERING GROUP, CONSULTANTS& GENERAL CONTRACTORS I1" SCALE: - — 4D• .,,., .. .• ••• .•..•.. ,. ..•,,Q 1701 F TUMOR COAD 1111 TF 101 • ANCW)AArf Ah 00507 • P MF (9071517-6170 • FAX MOMA4-5764 O �QO D Q PREPARED FOR: PHONE NUMBER: PAGE NUMBER: BILL w/ COLONY BUILDERS 345-0371 2 OF 2 m '• r A. me Q '•, E-7953 0 LEG41 DESCRIPTION: ARNETT SUBDIVISION; LOT 2. BLOCK 2. 'ems c°o TYPE OF WORK:O DESIGN OF PROPOSED WELL AND SEPTIC SYSTEM Pic Teeeio(a%�� 40000p�'j le &C GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS d GENERAL CONTRACTORS .... .... . .... .............. 7701 L IC10. 3= 101 • AWM4ORML A 99007 • h101L: W -.I]i • M N N • •l891L fvnmw kn o`4mn SOIL LOG — PERCOLATION TESTI . ... ................... LEGAL DESCRIPTION: ARNETT SUBDMSION: LOT 2, BLOCK 2,QOP .J f A. Gamess: PERFORMED FOR: BILL w/ COLONY BUILDERS DATE. -_2/11/2004 V�� • •. Cy,l�p�o{%Ap1 ( ' DE 4��PrO�oo�a6� (feet ORGANICS TEST HOLE 1 E SM 8 DRY - 111111111 NNE IIIIIIIII i//%. �.�� • • 9/20/2004 M.P. Ike Ou Illlllf 9 2 GP/SP 10 I 3.5" 3 -`'••: i 10- 0 - 4 4:13 10 2.5" 3.5" 5 4:13 - 6' - 6 4:23 10 2.5" 3.5" 7 12 - 6' - 8 4:33 10 2.5" 3.5" 13- 3 4:33 -6. - 10 4:43 10 2.5' 14-.... 14 .. •••" 4:43 - •s•.• :••••• - 12 •�:.••• 10 15 3.5" :.so ' SP 16-:... •: S•::• 17 •".• i ...0 . •••: •••• . 16 • • " B.O.1I. 19 z�uL•L� DATE DRY - 111111111 NNE IIIIIIIII i//%. �.�� • • 9/20/2004 M.P. Ike Ou Illlllf DEPTH TO GROUNDWATER DATE DRY 9/11/2004 DRY 9/20/2004 3:53 - THS - C; -U= ARaD CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 9/13/2004 1 3:53 - THS - 2 1 , , 10 I 3.5" 3 SITE PLAN i t'—too' - DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 9/13/2004 1 3:53 - 6' - 2 4:03 10 2.5" 3.5" 3 4:03 - 6' - 4 4:13 10 2.5" 3.5" 5 4:13 - 6' - 6 4:23 10 2.5" 3.5" 7 4:23 - 6' - 8 4:33 10 2.5" 3.5" 9 4:33 -6. - 10 4:43 10 2.5' 3.5" 11 4:43 - 1 6' - 12 4:53 10 1 2.5' 1 3.5" PERCOLATION RATE 4 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 3.0 FT. AND 4.0 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: E YES ❑ NO SOILS LOGGED BY: SUSAN OSWALT PERCOLATION TEST PERFORMED BY: ROB CAMPBELL COMMENTS: PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS ERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: -2,010 'moo Opp At GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS IT, GENERAL CONTRACTORS A ;— A i cw 90 - i co ....... .. .. .. ................ SOIL LOG - PERCOLATION TEST LEGAL DESCRIPTION: ARNETT SUBDIVISION: LOT 2, BLOCK 2, 1 r A. Gorness' O SUBDIVISION:PERFORMED FOR: BILL w/ COLONY BUILDERS DATE: 9/11/2004 00� a CE- 53 �Q e„ ''F1'2A o°o oqp (fee jI TEST HOLE 11 4��4000sloll 1 (PAGE 2 OF 2) SOIL CLASSIFICATIONS 2 GW- - ORG 3 LLI GP r ML U GM CL 4 d GC OL °•°• o SW MH 5 Z SP CH O SIM OH 6 � SC 7 LLI J DEPTH TO O GROUNDWATER 8 = F- 9 SITE PLAN O 11 Z TIME (MINUTES) READING (INCHES) O 12 a U 13 LL- Fn 1 14 L- 14 15 U J 16 17 Ld Ld 18 19 PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 7.0 FT. AND 8.0 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: [3 YES E NO SOILS LOGGED BY: SUSAN OSWALT PERCOLATION TEST PERFORMED BY: ROB CAMPBELL COMMENTS: PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: o DATE 1 OF 2 5 E 10 1 100'zi DATE READING CLOCK NET TIME P PGE NET DROP 9/14 2004 1 - - DATE READING CLOCK NET TIME WATER LEVEL NET DROP 9/14 2004 1 - - 6" - 2 - 1.5 0" 6" 3 - - 6" - 4 - 1.5 0" 6" 5 - - 6" - 6 - 1.5 0" 6" GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS b GENERAL CONTRACTORS 3701 L T10p1 PMD. ARE 101 . NICKP L N 90307 •ROK: 00) )-6179 • FN' 007 3246 • YENM yvn� SOIL LOG — PERCOLATION TEST LEGAL DESCRIPTION: ARNETT SUBDIVISION; LOT 2, BLOCK 2, PERFORMED FOR: BILL w/ COLONY BUILDERS DATE: 9/11/2004 DEPTH---- (teet)I ==== 4 IT17CZT HOLE E 4 ORGANICS DATE GP/SP 9/11/2004 SOIL CLASSIFICATIONS 9/20/2004 8 r GWORG TH/J2, GP/SP ++"-GP ML 1 GM CL 3 GC OL SID ..°. o SW MH 10 '• �'• SP CH 6' SM OH — SC — DEPTH TO GROUNDWATER DATE GP/SP 9/11/2004 DRY 9/20/2004 8 - _. TH/J2, — It I — 1 0' I 1 3 1 I — I — I I 10 ' •: 0' 6' 5 SITE PLA'N — 1'.100 — 11 '' •••' 1.5 0' 6' 12 '"•'' 13 ' •••' ....•.• '�•'•' SP to 15 •' •••• •. • ..:•* . •• 16—.****** -, ..0-6.90 •:,• 18 B.O.f1. 19 DEPTH TO GROUNDWATER DATE DRY 9/11/2004 DRY 9/20/2004 TH/1 I + — TH/J2, — rPTIC ARS CLOCK TIME I/ WATER LEVEL READING t 9/13/2004 1 TH/1 I + — TH/J2, — It I — 1 0' I 1 3 1 I — I — I I — I 0' 6' 5 SITE PLA'N — 1'.100 — DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 9/13/2004 1 — — 6" — 2 — 1.5 0' 6• 3 — — 6" — 4 — 1.5 0' 6' 5 — — 6" — 6 — 1.5 0' 6' PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 6.5 FT. AND 7.0 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES ENO SOILS LOGGED BY: SUSAN OSWALT PERCOLATION TEST PERFORMED BY: ROB CAMPBELL PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS ERF RMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: J I co v ra L44, A VISTA 1. BLOC PACE 2 LOT s, s. %X Y: 4 / L...G. T F SE•'••. • FAX (OOl1.Y ^ 1 00• 1 ..... .... .. .... iSO.p� �V/.6 NUMBER: PAGE NU BER: I' X0371 / I/ 1 F 2 QQ e : k �Or ss /Sl"LA4) F)6Rl PROPPJEDj WJ LL AND SEPTIC SYSTEM <<�,^ Municipality o Anchorage • .• ••,•: 'Developmbnt Services Department V Y 130666 Safety Division .. .. Onsite Water & Wastewater Program 4700 South Bragaw SL P.O. Box 196650 Anchorage, AK 99519-6650 www.d.enchorage.ak.us (907)343-7904 CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. 015-472-31 HAA# f)5 n ( 1 1. GENERAL INFORMATION Expiration Date: (" — .2 9 — C) 5 - Complete legal description ARNETr SUBDIVISION: LOT 2. BLOCK 2. Location (site address or directions) 10909 HIDAWAY TRAIL • ANCHORAGE. AK. 99507 Current Property owners) COLONY BUILDERS Day phone 345-0371 Mailing address 2340 'LOREN DRIVE • ANCHORAGE • AK. 99516 Lending agency Day phone Mailing address Real Estate Agent Day phone Mailing address Unless otherwise requested, HAA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: 4 3. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well 0 Individual On-site Individual Water Storage ❑ Individual Holding tank ❑ Community Class Weil ❑ Community On-site ❑ Public Water System ❑ Public Sewer ❑ The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of Health Authority Approval (HAA) based only upon the representations given In paragraph 4 by an Independent professional civil engineer registered in the State of Alaska. Certificates of Health Authority 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 HAAs upon request to homeowners. Certificates of Health Authority 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. (Certificatds may be reissued for a period of up to one year with valid water samples.) Certificates are valid for one yeah 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 Health AuthorityApproval Guidelines for this application, shows that the onsite 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 onsite 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 Finn GARNESS ENGINEERING GROUP, Ltd. Phone 337-6179 Address 3701 E. TUDOR ROAD, SUITE 101 • ANCHORAGE, AK 99507 Engineers Printed Name JEFFREY A. GARNESS, P.E. Engineer's Comments: 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 6 Regulations. The reported results described floe performance orihe system under the conditions encountered at floe time of the test, and separation distances measured to readily ldentillable features. The operational life of aft wells and septic systems depend on the local sous condition, groundwater levels that may fluctuate during the year, and the water usage of tine 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 Me 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. S. DSD SIGNATURE .__L Approved for 1 bedrooms. Disapproved. Date 23 Conditional approval for bedrooms, with the following stipulations: Attachments: HAA Checklist Septic System Advisory Well Flow Advisory Maintenance Agreements Supplemental Engineer's Report Other q A tK AND : m WASTEWAPROGRATER K, l BYW / Original Certificate Date: 3 — 2 Q — OS (R«. 12101) Municipality of Anchorage o • Development Services Department ' Building Safety Division Onsite Water to Wastewater Program 47W South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-66W www.danchorageAk.us (907)343-7904 HEALTH AUTHORITY APPROVAL CHECKLIST Legal Description: ARNETT SUBDIVISION: LOT 2. BLOCK 2. Parcel ID: 015-472-31 A. WELL DATA Well type SATE If A. B. or C provide PWSID# N A Date completed 11/17/2004 Santtary seal (YIN)_= Total depth 426 ft. Cased to 71 ft. FROM WELL LOG Date of test 111/17/20134 Static water level 67 ft. Well production 1 9— p.m- WATER SAMPLE RESULTS: Cdtorm _a,- colonies/100 ml. Nitrate 0- A mgA. Web Log (YIN) YES Wires property protected (YIN) YES Casing height (above ground) 24 in. AT INSPECTION —N 4 ft g.p.m. Otter bacteria �^colonies/100 rrrl. Arsenic: N/A mgJL. Date of sample: 3/11/2 Collected by: GEG. LtD. B. SEPTIC/HOLDING TANK DATA Tank TypelMatertal STEEL Date inetened 10/20-21/2004 Tank size 1250 gal. Number of Compartments 2 Cleanouts (Y/N) YES Foundation cleanout (Y/N) YES Depression over tank (YIN) NO High water alarm (YIN) N/A Date of pumping NEW Pumper C. ABSORPTION FIELD DATA Date Installed 10/20-21/7004 Son rating Ct.p.d ftibdno) 1_2 Length sD tL widtt 2.5 ft. System type DEEP TRENCH Gravel below pipe 7.47 ft. Trial depth •12.2 ft. Eft. absorption area 600+ ft' Monitoring bibs YES Depression over field NO Date of adequacy test NEW Results (Pass/Fan) PASS For 4bedro Fluid depth in absorption field before teat _ in. Water added =-!. New depth _in. Elapsed Time: — min. i__ in. Absorption rate » g.p.d. enation treatment (past 12 mo.) (Y/N &type) If yes, give date D. LIFT STATION Date installed Stze in gallons "Pump on" level at _in. Nigh water alarm level at in. Cycles tested Meets alarm & circuit requirements? E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tankAiR station on lot 1001+ Absorption field on lot 1001+ Public sewer main N/A On adjacent lots 1001+ On adjacent lots 1006+ Public sewer manhote/deanout N/A Sewer /septic service line 25'+ Molding tank - N/A SEPARATION DISTANCES FROM SEPTICIHOLDING TANK ON LOT TO: Building foundation 5+ Property line 5'+ Absorption field 50+ Water main N/A Water service line 10'+ Surface water 1000+ Wells on adjacent lots 1001+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line 101+ Building foundation 10'+ Water main_ N/A Water service line 10'+ Surface water 1009+ Driveway, perking/vehide storage 5'+ Curtain drain NONE KNOWN Wells on adjacent lots 100'+ F. COMMENTS G. ENGINEER'S CERTIFICATION I csrtily that I have determined through field inspections and * 4 review of Munlolpal records that the above systems are in ""' "" ' ' ""' """" conformance with MOA MAA guidelines in effect on this data ..� . ga:.. Engineers Printed Na a JEFFREY A GARNESS pq CE'7 • Date 's� -, O� U HAA Fee S �15 Walver Fee $ Date of Payment r Date of Payment Receipt Number J Receipt Number M". 1aro+f 3-18-05: 5:55PM: :007 5815301 0 2/ '4 qq I' SCS Ref.N 1051308001 Client Name Gamess Engineering Group, Ltd. Project Name/M Arnett B21.2 Client Sample ID Arnett B2 L2 gistrix Drinking Water Sample Remarks: All Dxtes/rlmes are Alaska Standard Time Printed Date/Time 03/188005 7:52 Collected Datdrime 03/108005 10:00 Received DateMme 03/118005 9:45 Technical Director Stephen C. Ede ' Allowable Prep Analysis ParameIp Results PQL Units Mcdtod Container ID Limits Date Date Init Natters Department Nitrate -N 0.190 0.100 Hiorobiolocry Laboratory Total Coliform TNTC OB mg/L EPA 300.0 B (o-10) 03/11105 CAM cot/100m]. SM209222B A (< I) 03/11/05 DPT \�`§ D _ �� ¢k��§ (n mr2 °0 {§§§con § co M r m' « «drf w 2 §M.§ §§=cin Pam §®g¥PU m �E9�E gmc2 mit § ��E§x;u o \ § a RE Q § � :00 N:0 �§000g§§ �_ to§RGO�o�k/ \ k§a'oca ow\�& 5 C99�A °-/ \§��22�ƒ0§ §\�)�§ § � W O HIDEAWAY TRAIL % .i a .00*04.,t)D.u. rl D z O i N � � Ud �� C± :rlp c- < N � Z