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MCCARREY LT 5
Onsite File McCarrey Lot 5 #017 - 092 - 85 Municipality of Anchorage Community Development Department Page 1 of 2 On-Site Water and Wastewater Program 4700 Elmore St. • P.O. Box 196650•Anchorage,AK 99519-6650 • http://www.muni.org/onsite • (907)343-7904 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP181244 PID Number: 017-092-85 ❑✓ New ❑ Upgrade Name: CHRISTINE COOPER ABSORPTION FIELD Address ❑✓ Deep Trench ❑ Shallow Trench ❑ Bed ❑ Mound 14310 PICKETT STREET ❑ Other Phone Number of Bedrooms Soil Rating Total depth from original grade 4 1.0 GPD/SF 12.0 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade Gravel depth beneath pipe Subdivision Block Lot 5.0 Ft. 7.0Ft. McCARREY 5 Fill added above original grade Gravel length Township Range Section 0.0 Ft. 43 Ft. Gravel width Beds:Number of Lines Distance between lines SEPARATION DISTANCES 2.5Ft. N/A N/A Ft. To Septic Absorption Lift Station Holding Sewer Total absorption area Number of trenches Dist.between trenches From Tank Field Tank Line 602 Ft2 1 N/A Ft. Well 100+ 100+ N/A N/A 100+ TANK 0 Septic El S.T.E.P. El Holding ❑Other Manufacturer Capacity Surface Water 100+ 100+ N/A N/A ANCHORAGE TANK 1250Ga1. Material Number of compartments Lot Line 5+ 10+ N/A N/A STEEL 2 • NA Foundation 10+ 10+ N/A N/A LIFT STATION Manufacturer Capacity Curtain Drain 50+ 50+ N/A N/A Gal. Pump on level at Pump off level at High water alarm at Remarks in. in. in. Pump make and model Electrical Inspections performed by PIPE MATERIAL House to tank 3034 Tank to 3034 Installer drainfield BRIAN HARTEN /WHITE RAVEN Drainfield 3034 CO/MT 3034 Inspector Pannone Engineering Services BENCH MARK (Assumed elevation) 804.0ft Inspections, Location and description 1 dates: 9/7/18 2' 9/8/18 3`d 9/8/18 4'" 1/22/19 SW BOTTOM HOUSE TRIM COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL Engineer's Stamp .... OFACltk Conditional Approval: DateAlrk •'QS' kk i tteven `. •ISonnorae 0 l,• CE 8149 .k-� A roved Vw Date 3`t -l� ���� � Inspection Report_1-1-12.doc • PRIMARY DESIGN PARAMETERS 1 I / , /, �I I i / / NO.BEDROOM: 4(600 gpd) I / TANK SIZE: 12509 1 . PERC RATE: <1 MPI(SIEVE TO CONFIRM) I / / -SOIL RATING: 1.0 GPO/SF - -- —/ AREA ROD: 600 SF -SYS.TYPE:DEEP TRENCH 7.0'ED - — (— 1— -•/ — — MIN LENGTH:42.9 LF I `808 ym� / USED: 1 5 V (CARNESS)\ / / : 43.0LFx2.5'Wx7.0'E.D., 12.0'TD \ / / M TOTAL AREA:602i SF ;804 / • /3 ¢ // 1 I I (�CARNESS) / "9' INSTALLED 1250 SEPTIC TANK - / W FC BEFORE & DCO AFTER — 4IFP ilit / \ T 1 4BRr — roe. -SFD DRIVEWA" I i\ TH 4 �. / • / , i CARNESS '�' T • J' '800i v 188.("; WELL \, / I / (: INSTALLED ABSORPTION FIELD 1 \ —• -- — — — 43LFx2.5'Wx7.0'E.D.,12 T.D. W/ MTs & COs AT ENDS \ 188.1 1 'I '796 — — — .� _ .. — -- W I I =- RESERVE AREA BASED ON ALL MEASURMENTS ARE ± 1.0' AWWTS (CAT III)(NIC) A B C 12.9 2OLFx5.O'Wx0.5'E.D..6.0'T.D. _ _ FC 13.2 12.0 =PTIC \ T1 16.0 24.0 +REA T2 16.4 31.2 4 DCO 17.3 33.8N7 Cl 52.0 66.9 M1 51.9 65.6 ^ — _ — — 5 w `— 1 C2 54.6 52.6 �� ._ M2 52.9 51.7 \�` / / � � \ \ / •Z 00 0 0 W5 m m z� z ti '-S. 7w w w �w 0 a: �U V U 0-. 0 FILTER FABRIC 0 - - O.C./F.C..- -- o DRAIN ROCK 6"ABOVE PIPE INV 0 805 5 - 0 2 O.C./f.C. S 0 800F. •DRAIN PIPEIF TN-4 (CARNESS) 1— OR .-___J-- Z._—� 2— / 1250 g SEPTIC +J\ 0oo.9 TANK 600.7 CONNECTED (/ s— TO CENTER OF DRAIN 7.0'DRAIN ROCK 7— PROFILE FIELD a— SCALE:NTS 795.0 795.0 9-- 10— °— 10- 11— SW DATE 12— PERJORuED: 13-- 25080714— OEM 08MAY07 15- 18— /762.Q 17— 18 NOTES: PANNONE ENG SVC LLC Dote RECORD DRAWING P.O. BOX 102954 ANCHORAGE, AK 99510 P�� 1/24/2019 PHONE (907) 272-8218 FAX (907) 272-8211 c•••• 4 Scole *149 .I i \* 1" = 50' , - McCARREY L5 "_Vi �" P.I.D. NO CHRISTINE COOPER ,F}, Pannone / PERMIT NO. DRAWN ACP 12801 CROWS CIRCEL ... M.,_0149 SITE: 14310 PICKETT STREET `" �3Ev1: /28/1�; OSP181244 ''7'iSheet ANCHORAGE, AK 1hFtJJ1�` ' 2 OF 2 1 I N89'51'35"E 147.60' ` Lot 589'54'09"E 252.38' is . 30' ,,J J 174.0' r. - / be .. S � 0 ® oN NLot 5 `fh1.378 ac. ® ® }n N a)a0 7 J .4.8.0 N o ~j Q a) ��0„ 111111 % a . 1H i-Op N 10' Tele. & Elec. Easement S Proposed Asphalt Driveway 30' �O a '.,Thomas H. [Ayer.: v - 0�. . , e LS-7625 p 589'53'53"W 400.14' °O,•1/7/19`°cad sign b Featly Lot 4 \ Lo: 6 I Legend: Rebor with Cop O AL. Monument 0 Ordered by. Hull Rebar p S4 Monument Tom H Dreyer,P.L.S. Survey Certification: 124 E 7th Avenue I hereby certify that o Mortgagee's Inspection was performed Legal Description: qurst Inc' Well Anchorage,Alaska 99501 on the described property. ASbUIIt Septic (907)306-8104 Hates: Pavement Group mail It is the owner's responsibility to determine the existence of @S4AK.com any easements, covenants, or restriction which ore not on Overhan ..••' ....'...� the recorded subdivision plat. Thiss asbuit shall not be used Lot 5 9 ` Land Sur.ey_ng for construction or for establishing property lines. wood Deck r A Land Development Consular': McCarrey Subdivision Concretei Subdmsion Specahsts Checked by. C8 Scale 1" = 40' Drown by. AR Grid SW3036 Construction Surveying J Job 2018-59 Plot 92-88 Field Book: 142 Oeste: 1/7/2019 Fence --o--e----- _ ir1i er7/ZUla :.e:bn f-44b-0202 ALPINE DRILLING PAGE 01/02 Alpine Drilling & Enterprises Well Log Permit Number: #SW 121102 Date of Issue: 55-30-12 Parcel Identification Number: 01709285000 Date Started: 663-12 Date Completed: 6-5-12 Is well located at approved permit location?x Yes. 0 No Legal Description; McCarrey Lot 5 Property Owner Name&Address: 2006 Hodson Family Trust Robert Hodson 906 W Northern Lights Blvd Anchorage, Alaska 99503 Borehole Data: Depth(ft) Method of Drilling x air rotary []cable tool Soil Type,Thickness&Water Strata From To Casing type:steel Stick up " 0 2 Wall Thickness:.250 inches organics&silt 2 3 Diameter:6 inches Depth: 72 feet Liner Type: silt 3 6 Diameter: inches Depth: feet gravelly silt 6 55 Casing stickup above ground:2 feet silt • 55 62 Static water level(from ground level): 58feet • gravelly silt 62 69 Pumping level: 306 feet after bedrock 69 306 IZ hours pumping 1_5 gpm Recovery Rate: 1;5 gpm Method of Testing:air 1 Well Intake Opening Type: ❑Open End x Open Hole ❑Screened Start • feet Stopped feet ©Perforations Start feet Stopped feet Grout Type: bentonite Volume: .1_12g Depth: Start 0 feet Stopped ? feet • Pump:Intake Depth feet Pump size hp Brand Name Well Disinfected Upon Completion? x Yes 0 No WATER QUALITY Method of Disinfection: chlorine tablets Q'^U/ TESTING Coliform !1 e& Co1/100mL comments: Nitrates mg/L Arsenic ug/L Well Driller: Alpine Drilling&Enterprises PO Box 110496 Anchorage AK Alaska 99511 DOC CO dba WLL1 VAN WATER WELLS ` P.O. Box 670269,Chugiak,AK 99567 688-2759 www.sullivanwaterwells.com Pump Installation Log Well Drilling Permit Number:SW 121102 Date of Issue 5-30-12 Parcel Identification Number: 01709285000 Legal Description Property Owner Name&Address McCarrey Lot 5 Hultquist Homes Pump Installation Date: 1-25-19 Pump Intake Depth Below Top of Well Casing: 170 feet Pump manufacturer's Name: F&W Pump Model: 4F11P073015 Pump Size: 3/4 hp Pitless Adapter Burial Depth: 10 feet Pitless Adapter Installer: White Raven Disinfected Upon Completion? ® yes ❑ no Method of Disinfection: Chlorine 50 PPM Comments: Pitless Manufacturer: Martinson Pump Installers Name: Sullivan Water Wells Attention:The pump installer shall provide a pump installation log to the DSD within 30 days of pump installation. MUNICIPALITY OF ANCHORAGE g/. :1[!'\ On-Site Water&Wastewater Program �� S; S MUNICIPALITY OF ANCHORAGE Community Development Departments Phone: 907-343-7904 Development Services Division Fax: 907-343-7997 On-Site Water& Wastewater Program ON-SITE SEWER/WELL PERMIT APPLICATION Parcel I.D. 017-092-85 Property owner(s) CHRISTINE COOPER Day phone Mailing address 12801 CROWS CIRCLE, ANCHORAGE AK, 99515 Site address 14310 PICKETT STREET Legal description (Sub'd., Block & Lot) MCCARREY L5 Legal description (Township, Range & Section) Lot Size 60,026 Sq. Ft. Number of Bedrooms 4 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (®all that apply) Absorption Field 0 Initial Single Family (SF) 0 (w/wo ADU) Septic Tank ❑X Upgrade ❑ Duplex (D) ❑ Holding Tank ❑ Renewal ❑ Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑X Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE 1 WAIVER REQUEST FOR: 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: i2Waiver Fees: Date of Payment: '1 tg Date of Payment: Receipt Number: ` cttig,'r,9i6'I Receipt Number: Permit No. osevIo�`l` Waiver No. Permit App_ c. Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP181244, Rebecca Carroll, 08/07/18 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP181244, Rebecca Carroll, 08/07/18 30' I Proposed Finish Grade I PFG 804.5' MOA Elevations 795 Drainage a 30' Survey Certification: I hereby certify that a Mortgagee's Legal Description: Tom H Dreyer, P.L.S. Inspection was performed on the described property. TAM, Notes: It is the owner's responsibility to determine the Plot Plan 124E 7th Avenue existence of any easements, covenants, or restriction which Anchorage, Alaska 99501 are not on the recorded subdivision plat. (907) 810- 3064 mail@S4AK.com om It is the contractor's responsibility to check top of foundation grade & building setbacks in relation to property Lot ��'lines and easements. ,jam •••- - • Checked by: THD Scale 1" = 40' Drawn by: CB Grid 3038 McCarrey Subdivision Job 2018-59 Plat 92-88 Field Book: XXX Date: 7/30/2018 f * . 49TH t ................................. ............................. Thomas H. Dreyer. IX LS -7625 c 144 aA � ' - • ..... • • �a�G,�'� essiono� Legend: Set Rebar with Cap -. AL. Monument �} Found Rebar Monument Well Septic Pavement Overhang -. Wood Deck Concrete On -Site Water & Wastewater System Permit Permit Number: OSP121102 Tax Code Number: 01709285000 Work Type: WellSeptic Permit Effective Dates: May 30, 2012 Design Engineer: GARNESS ENGIN Subdivision: MCCARREY 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 Renewal to May 30, 2013 GROUP LTD Site Legal Address: MCCARREY LT 5 G:3038 Owner/Address: 2006 HODSON FAMILY TRUST 906 W NORTHERN LIGHTS BLVD ANCHORAGE AK 995030000 Site Mailing Address: 14310 PICKETT ST, Anchorage This permit is for the construction of: Y Disposal Field Y Septic Tank N Holding Tank Lot Size in Sq Ft: 60026 Total Bedrooms: 4 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 Issued By MUNICIPALITY OF ANCHORAGE Community Development Department Phone: 907-343-7904 Development Services Division Fax: 907-343-7997 On-SHe Water & Wastewater Program Mayor Dan Sullivan ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. O \ -10OL2- Property owners) _5 �abse� zOp6 �c Day phone c-1 Mailing addressqc S Site address Legal description (Sub'd., Block & Lot) Legal description (Township, Range & Section) Lot Size Sq. Ft. Number of Bedrooms _-q - THIS APPLICATION IS FOR: THIS APPLICATION IS AN: . (® an mat appy) Absorption Field Initial ❑ Septic Tank Z Upgrade ❑ . Holding Tank ❑ Renewal) Privy ❑ Private Well Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR: I certify that the above informa ion is correct. I further certify that this application is being made for a Single F t n is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) Permit/Rush Fees: f�Ma W4WWaiver Fees: Date of Payment: Date of Payment: . Receipt Number: Receipt Number: Permit No. LISP 0 1 l d a Waiver No. G:18ui1d5ng\0n SfteWorms\Client FormsTermit App_07041 I.doc (Rev. 1/11) 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: OSP111038 Tax Code Number: 01709285000 Work Type: WellSeptic Initial Permit Effective Dates: April 19, 2011 to April 18, 2012 Design Engineer: GARNESS ENGINEERING GROUP LTD Subdivision: MCCARREY Site Legal Address: MCCARREY LT 5 G:3038 Owner/Address: 2006 HODSON FAMILY TRUST 906 W NORTHERN LIGHTS BLVD ANCHORAGE AK 995030000 Site Mailing Address: 14310 PICKETT ST, Anchorage Lot Size in Sq Ft: 60026 Total Bedrooms: 40 This permit is for the construction of: 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: Issued By: < .Date:, Date: MUNICIPALITY OF ANCHORAGE Community Development Department Phone: 907-343-7904 Development Services Fax: 907- 343-7997 On -Site Water & Wastewater Program Mayor Dan Sullivan On -Site Sewer/Well Permit Application For A Single Family Dwelling Parcel I.D. 017-092-85 Property owner(s) BOB HODSON Day phone 230-7267 Mailing address 906 WEST NORTHERN LIGHTS BLVD. *ANCHORAGE, AK Site address 14310 PICKETT STREET *ANCHORAGE, AK Legal description (Sub'd, Block & Lot ) Legal description (Township, Section & Range) MCCARREY S/D LOT 5 Lot Size Sq.Ft. Number of Bedrooms 4 THIS APPLICATION IS FOR: (® all that apply) Absorption Field Septic Tank ■ Holding Tank ❑ Privy ❑ Private Well ■ Water Storage ❑ THIS APPLICATION IS AN: Initial 0 Upgrade ❑ Renewal ❑ THIS APPLICATION INCLUDES A VARIANCE/ WAIVER REQUEST FOR: 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. (Signature of property owner or authorized agent) Waiver Fees: Permit/Rush Fees „t, �-�^ `� Date of Payment: ' Date of Payment: Receipt Number: Receipt Number: Permit No. �" Waiver No. (Rev. 01/11) GARNESS ENGINEERING GROUP, Ltd. s :.= CONSULTANTS & GENERAL COtFi RACTORS _wry REVISED NSW080173 April 12, 2011 Municipality of Anchorage Development Service Department Building Safety Division On -Site Water & Wastewater Program P.O. Box 196650 Anchorage, Alaska 99519-6650 (907)343-7904 Ref: Proposed Septic System for McCarrey Subdivision; Lot 5, Re -issuance of Permit #SW080173 To whom it may concern: The proposed four (4) bedroom house will be served by a private well and septic system. Four test holes where dug on the property. The drainfield will be designed around the 30 foot radius of test hole 4. We are proposing that a 1250 gallon septic tank and a deep trench type drainfield be installed. 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. It is our opinion that due to the overall appearance of the soils, an application rate of 1.0 gallons/day/ft'- should be used. 2. TRENCH DESIGN: See attached design drawing for drainfield specifications. 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 10-25% running northeast to southwest. I am unaware of anyd$dverse impacts this installation would have on adjacent wells or septic systems. If you have any questions, pleasg Intact us at 337-6179. Thank you for your assistance. P.E., M.S. i 1 NOTE: Attached is a site plan drawing, a topography drawing, a design drawing, a solls log, and a 7 page construction specification letter which are all part of the design packagefor this septic system. 3701 E. Tudor Road, Suite 101 " Anchorage, AK 99507-1259 Ph: (907) 337-6179 • Fax: (907) 338-3246 a Website: www.gamessengineering.com IESIGN CRITERIA \ d. HAS A 7 PAGE S ECIFP KATION OD \ LETTER THAT PERTAINS TO THIS DESIGN. IUMBER OF BEDROOM5.4 ' TO OBTAIN A COPY OF THE LETTER ALLONS PER DAY (GPD): 600 CONTACT GEG. BY PROCEEDING FORWARD 'ERCOLAnON RATE/S:5 MIN./INCH / WITH THIS INSTALLATION, THE ENGINEER, 'ROPOSED APPLICATION RATE: 1.0 WELL DRILLER, CONTRACTOR AND IINIMUM DRAINFIELD SQ.FT.: 6DO PROPERTY OWNER AGREE THATTHEY HAVE READ THESE SPECIFICATIONS AND IRAINFIELD DESIGN: / AGREE TO ACCEPT THE TERMS AND CONDITIONS OUTLINED. IAXIMUM OEPTH:10 FEET THE IIDTH: 2.5 FEET SHALL HAVE THHEE SOUTH LOT LOT ENGTH:40 FEET R BUNNY LOPE MNG, AND ALL WELL RADII LOA APPROVED SAND FILTER:N/A � REGISTERED S/D: LOT 1, LAND CONVEYOR PRIOR m LANDFLAGGED V APRIOR FFECTNE:8 FEET / 'EDUCTION FACTOR:N/A �- c0NslRucnoN. ,CTUAL SQ.FT.: 640 \\ ALTERNATE SITE WIU� 5&S ENG. \ REQUIRE ADVANCED TREATMENT TESTHOLE PROPOSED INSTALL .}"'::.'i:.<;i`; �'.^�:T'S ti ^.':'s `.y::Ti:. �. y:.:F :•?: 1250 GALLON FOUNDATION G .i'.,'*`.�' ,6,'�:: �, •'•:i::-.+'::;; '" TH$2 SEPTIC TANK CLEANOUT INSTALL DOUBLE ' T;:;'; •;: :.. t. THE HOMEOWNER +�.': I CLEANOUTS 'c.`'=" A.• PLANS TO BUILD INSULATE 4' WIDE 7H#3/ •'=•''�'�'�'+.' AN ADU SOMETIME f AND 4" THICK �• PROPOSED 4 (�s' �:.'• '. �^ . IN THE FUTURE. BEDROOM SO WE ARE BASING / o ::• �; .,s.;;.;`: + `': ••<•_ THE SEPTIC DESIGN "+ HOUSE?; s::'1;;'; `+.;'t' •-.':':.' ON A 150' l., 7H 4 I ;•_{.;"+:_:"`:i PROTECTIVE i:}?j�r'r Q •:: �: RADIUS. , \ SEPTICPROPOSED \ 5 \ \ AREA1 KI 40• K 2.5• _ ,0 DRAINFIELD \\ ��5 RESERVE DESIGN CRITERIA: Q NUMBER OF BEDROOMS:4 / N1 GALLONS PER DAY (GPD): 600+ McCARREY PERCOLATION RATE/S: 12 S/D: LOT 6. PROPOSED APPUCATION RATE: •3.0 \ / SCALE: MINIMUM DRAINFIELD SO.FT.: 250 •ADVANCED TREATMENT 1" = 60' RESERVE DRAINFIELD DESIGN: FREVISE D MAXIMUM DEPTH: 10 FEET WIDTH: 2.5 FEET X00' WELL RADIUS LENGTH:21 FEET M.O.A. APPROVED SAND FILTER:N/A EFFECTNE:6 FEET _ _ _ _ _ _ REDUCTION FACTOR: N/A ACTUAL SO.FT.: 252 t GARNESS ENGINEERING GROUP, Ltd. i.r_-xn.+.m:�:.=•as CONSULTANTS $ GENERAL CONTRACTORS 1 r • • • • 3701 E TIIOOR RG•➢. WIN tot • AIICH0M0E M BESOT • F,Ig1E (907).10)-6179 • FAX (997)]]9-0N6 • YM1HSIIE: ,r,nr.�.wu, PREPARED FOR: PHONE NUMBER: PAGE NUMBER •. • ......... BOB HODSON 230-7267 2 OF 2 OOp ,Jeffn'eJ Ai; Garness: LEGAL DESCRIPTION: DRAWN BY: do s '::.� CE -7953e' ; .•� MGCARRY SUBDIVISION, LOT 5 PNB TYPE OF WORK: DATE. 40oO4pQ�oO DESIGN FOR PROPOSED SEPTIC SYSTEM 4/12/11 (Rev. 01/05) s EA BUNNY SLOPE W BU SL E — S/D; LOT 1, LtJ S/D, L T (n TIC ARS v ' .t B DR006 HOUSE'-.,fi.ys'i%a';' PROP SED 2 EDR00 M S& ENG. TES OLE H#4 McCARREY . S/D; LOT 4. :;�^.•Cc. SEPTIC SYSTEM ON WESTSIDE OF LOTIA EppTI AREAD i McCARREY / }" Awa S/D; LOT 6. CCARREY S D; LOT l e1 i I _ 41y E. 144TH AVENUE N is �-.+ .•t'+� 'A. 1 MELINDA VI EST. MELINDA VIEW E S S/D; LO 1, S/D; LOT S. 1 0' o�opp 4 N, S GIN E ING GROUP, td. 9 Od CONSULTANTS & ENE AL CONTRACTORS "' )O1 PREP N RORO, 1 1 • E, M 88501 • PH 007)= 1]S • FM 1071y)5-y246 •WEBSITE vrr.gpmw,nn nefi9cem ED OR: ONE NU BER: PAGE NUMBER:• `•• O .... ..... B OD ON 230- 267 1 OF 1 OQ m .Jf Gar ess:' ... O GAL DE RI TION. DRAWN MCCA� R Y U DI ISION; LOT 5, ( D.M. ��0�4ej �`F fG1. Tw DATE: Pro00 ���40006 �edovv TE P s•s 2• 6.es 5/2 /2007 GARNLSS ENGINEERING GROUP Ltd. •�^••�-• CONSULTANTS 6 GENERAL CONTRACTORS r....,�� 11 - LEGAL DESCRIPTION: MCCARREY SUBDIVISION, LOT 5, NV�— J t y'A•"Gornes PERFORMED FOR: BOB HODSON° CE 79 DATE' 4 25 2007 7� 51 'PTY e feety ORGANICS TEST HOLE 4 4���D0000��'� 4 7 Ill 12 13 14 15 16 17 18 SOIL CLASSIFI MONS GW =zz •. DRY lllillli ML �i.lil!1� •//�iCL 5 8 2007 /.% NNN • 2 IliUtlllMH _ //%CH 6• 4',x,0 • SC — Rm DEPTH TO GROUNDWATER DATE DRY 4 25/20D7 DRY 4/26/20 DRY 5 8 2007 6- SEE ATTACHED SITE PLAN DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 4/26/2007 1 3.30 — 6- 2 3:35 5 0• 6• 3 3:35 — 6- 4 3:40 50• 6• 5 3:40 1 — 6 3:45 5 0. 7 3:45 8 3:50 5 9 3:50 — M6'- 10 3:55 5 11 3:55 — 12 4:00 5 19� PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 7.0 FT. AND 7.5 T. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES ® NO SOILS LOGGED BY: ROB CAMPBELL PERCOLATION TEST PERFORMED BY: BENNY MAUS COMMENTS: PERFORMED BY GEG, Ltd. 1, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS P7�RtFO95tMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: —7/ U b:7 GARNESS ENGINEERING GROUP, Ltd. r++� CONSULTANTS S GENERAL CONTRACTORS.-w.��� LEGAL DESCRIPTION: MCCARRY S/D: LOT 5 PERFORMED FOR: 808 HODSON E tee( y±y ORGANICS TEST HOLE 2 1 SP -SM DATE 7H/2+ +TMTI THTs+ + / TEESiHot�#.iH J DATE READING TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 11/28/2006 1 2.10 6• 2 2:40 30 .i.5' 2.5' 3 2:40 6' l.Hill! 4 3:10 10LRUN 3.5' 2.5' 5 3:10 6• 6 3.40 30 3,5' DATE 7H/2+ +TMTI THTs+ + / TEESiHot�#.iH J DATE READING TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 11/28/2006 1 2.10 6• 2 2:40 30 .i.5' 2.5' 3 2:40 6' - 4 3:10 30 3.5' 2.5' 5 3:10 6• 6 3.40 30 3,5' 2.50 19� PERCOLATION RATE 12 (MINJINCH) PERC. HOLE DIA. __L__(INCHES) TEST RLP! BETWEEN 6.0 T. AND 6.5 T. 2D A FOUR HOUR PRESOAK WAS PERFORMED: N YES ❑ NO SOILS LOGGED BY: CALEB GALL PERCOLATION TEST PERFORMED BY: BENNY MAUS COMMENTS: PERFORMED BY CEO, Ltd. 1, JEFFREY A. CARNESS, CERTIFY THAT THIS W PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: _12/8/0 6 MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water 8 Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Renewal Date Issued: Aug 14, 2008 Expiration Date: Aug 14, 2009 Permit Number: SWO80173 Parcel ID: 017-092-85 Legal Description: MCCARREY LT 5 Design Engineer: 0855 GARNESS ENGINEERING GROW Site Address: Owner Name: BOB HODSON Lot Size: 60026 SO. FT. Owner Address: 906 W. NORTHERN LIGHTS BLVD Total Bedrooms: 4 Permit Bedrooms: 4 ANCHORAGE, AK 99503 - 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: Issued By. Date: S Date: "A6 ON-SITE SEPTICIWELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. d/ ' 0902 - $5 Property owner(s)) f-hD6 Nof'�►� Day phone a30 -1&0 Mailing address qoi' D l� 1�OH:b -0 �a �Ud AA Zip Code Site address 431 Legal description (Sub'd, Block & Lot) S.A Legal description (Township, Section & Range) Lot Size 11D QoZLO Sq. Ft. THIS APPLICATION IS FOR (®all that apply): Absorption Field KCO&WA Septic Tank Municipality of Anchorage :. •� Development Services Department Privy Building Safety Division Private Well On -Site Water and Wastewater Program Water Storage 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.orglonsite (907) 343-7904 ON-SITE SEPTICIWELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. d/ ' 0902 - $5 Property owner(s)) f-hD6 Nof'�►� Day phone a30 -1&0 Mailing address qoi' D l� 1�OH:b -0 �a �Ud AA Zip Code Site address 431 Legal description (Sub'd, Block & Lot) S.A Legal description (Township, Section & Range) Lot Size 11D QoZLO Sq. Ft. THIS APPLICATION IS FOR (®all that apply): Absorption Field ❑ Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage ❑ Code L Number of Bedrooms THIS APPLICATION IS AN: Initial ❑ Upgrade ❑ Renewal ❑ 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. property owner or authorized agent) Permit/Rush Fees: /I�S� �p Waiver Fees: Date of Payment: �1�310 0 Date of Payment: Receipt Number: (pb 1 a 13 Receipt Number: (Rev. 11/05) MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water 8 Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Initial Date Issued: Aug 03, 2007 Expiration Date: Aug 02, 2008 Permit Number: SW070189 Parcel ID: 017-092-85 Legal Description: MCCARREY LT 5 Design Engineer: 0855 GARNESS ENGINEERING GROW Site Address: Owner Name: BOB HODSON Lot Size: 60026 SQ. FT. Owner Address: 906 W. NORTHERN LIGHTS BLVD Total Bedrooms: 4 Permit Bedrooms: 4 ANCHORAGE, AK 99503 - This permit is for the construction of: ❑-' 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 specked 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: a /3 A Date: �l �O \ Municipality of Anchorage �l Development Services Department Building Safety Division On -Site Water & Wastewater Program 4700 Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ct.anchorage.ak.us (907) 343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Property owner(s) BOB HODSON Day phone 230-7267 Mailing address Site address Legal description (Sub'd, Block & Lot ) McCARRY SUBDIVISION. LOT 5 Zip Code 99503 Legal description (Township, Section & Range) NIA Lot Size ...ID, I )Pip Sq.Ft. Number of Bedrooms 4 THIS APPLICATION IS FOR (Z all that apply): Absorption Field Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage ❑ THIS APPLICATION IS AN: Initial Upgrade ❑ Renewal ❑ 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/Rush Fees: L) Date of Payment: �) (D/ C) Receipt Number: 0L7 7. 15c e3_W (Rev. 11/05) Waiver Fees: Date of Payment: Receipt Number: GARNESS ENGINEERING GROUP, Ltd. r, --_ :_=•—=: o-:.^• CONSULTANTS & GENERAL CONTRACTORS REVISED July 31, 2007 Municipality of Anchorage Development Service Department Building Safety Division On -Site Water & Wastewater Program P.O. Box 196650 Anchorage, Alaska 99519-6650 (907)343-7904 Rcf• Proposed Septic System for McCarty Subdivision; Lot 5, To whom it may concern: The proposed four (4) bedroom house will be served by a private well and septic system. Four test holes where dug on the property. The drainficld will be designed around the 30 foot radius of test hole 4. We are proposing that a 1250 gallon septic tank and a deep trench type drainficld 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/fe should be used. 2. TRE\CII DESIGN: See attached design drawing for drainfield specifications. 3. SURFACE AVATERS: There arc 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 drainficld is approximately 10-25% running northeast to southwest. 1 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 sire plan drawing, a design drawing, a topography site plan, a soils log, and a 7 page construction specification letter which are all part ofthe design packagefor this septic system. 3701 E. Tudor Road, Suite 101 • Anchorage, AK 99507-1259 Ph: (907) 337-6179' Far: (907) 338-3246' Wcbsitc: www.gamcsscnginccring.com (:sEPnc / BUNNY SLOPE S/D; LOT 2. \ I \ 1 I \\ I \ — -'-----------\ / 1 I I 1\\ / \ BUNNY SLOPE / 0 S/D; LOT I. / / �+ / c;EPnc / AR !!D \ / \ PROPOSED 4 cccccc xTM 1�*v,:{y1{��t^i BEDROOM HOUSE � ��El3• �,�,'�^�1�1�$, PROPOSED 2 BEDROOM ADU TH/3+ / S ENC. {� ET SIHOLE McCARREY TH J4 r r: S/D; LOT 4. / tom,„? •S n 1 �s 5.v r,y. SEPTIC SYSTEM ON WESTSIDE OF LOT / ±••1t,; +� T',%'? 1 +Lri�xt'1 \\ \\ McCARREY \ // \ \ S/D; LOT B. \ McCARREY— S/D; LOT 3. i 0 911 u=1 I I / / pp �Oi 1 O I I � ------------ E. 144TH AVENUE I / MEUNDA VIEW EST. I MELINDA VIEW EST. I I S E: S/D; LOT 1, I S/D: LOT B• I I ® II OF GARNGSS ENGINEERING GROUP, Ltd. .. ...,... CONSULTANTS d GENERAL CONTRACTORS --- - .. ,At C T.OLW Iltlb, !1111[ 101 . NILMOIIN.[, AY N301 HICK (907).V ,T • r” M RB91L w.. • • • • • • • • • • •VA PREPARED FOR: PHONE NUMBER: PAGE NUMBER:••• ••• n -e •. BOB HODSON 230-7267 1 OF 1 DO J r y A. roes.: LEGAL DESCRIPTION: DRAWN BY: QJ�°y,. ' CE -79 3 ep McCARREY SUBDIVISION; LOT 5, K.D.M. V�Q� '�.�1 c�oa cc000 TYPE OF WORK: DATE.pr 40oOOOQQpO& DESIGN FOR PROPOSED SEPTIC SYSTEM 6/1/2007 jn.. mml NUMBER OF BEDROOMS;4 GALLONS PER DAY (GPD): 600 PERCOLATION RATE/S: S MIN./INCH PROPOSED APPLICATION RATE: 1.0 MINIMUM ORAINTTELD SO.FT.: 600 MAXIMUM DEPTH: 12 FEET WIDTH: 2.5 FEET LENG7H:40 FEET M.OA APPROVED SAND FILTER: N/A EFFECTIVE:8 FEET REDUCTION FACTOR: N/A — ACTUAL SO.FT.: 640 / / BUNNY LOPE / S/D; LOT 1, PROPOSED H2O SERVICE UNE \ TO ADU MUST BE 10'+ FROM — — SEPTIC SYSTEM SEWER UNE \ PROPOSED INSTALL 1250 CALLON FOUNDATION INSTALL 1 SEPTIC TANK CLEANOUT' FOUNDATION INSTALL DOUBLE CLEANOUT PROPOSED � 1000 GALLON CLEANOUTS INSULATE 4' WIDE AND 4' THICK iTHJ •(f} SEPTIC TANK I—� o NOUTS BEDROOMJ{ /A ADU ho T{ T / 20-_X BEDROOM OUSE LETTER THAT PERTAINS TO THIS DESIGN. TO OBTAIN A COPY OF THE LETTER CONTACT DEC. BY PROCEEDING FORWARD WITH THIS INSTALLATION, THE ENGINEER, WELL DRILLER, CONTRACTOR AND PROPERTY OWNER AGREE THAT THEY HAVE READ THESE SPECIFICATIONS AND AGREE TO ACCEPT THE TERMS AND IK)iE: THE CONTRACTOR SHALL HAVE THE SOUTH LOT UNE. AND ALL WELL RADII FLA GGED LiY A REGSTERED LAND SURVEYOR PRIOR TO CONSTRUCTION. PIP NATE SITE FORS )ROOM HOUSE —r-- ---- S&S ENO. TESTHOLE \ ALTERNATE SITE FOR ADU SEPTIC PROPOSED \ \ ARS 40' x 2.5' ` hDRAINFlELD /D; L TEY S/D: LOT 6,'REVISE100' WELL19fiA 0 -- —— —' — ------ OF GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS& GENERAL CONTRACTORS ��.... ••••••••• ••••• •••...... Al L X10011 IN110. ArIT 101 /N[NpPK AK M•-0) /„TILS m7w7-41» • r"(ROn].lA-]iM • Rm91E: w..,e„rp.rM.wn ) PREPARED FOR: PHONE NUMBER: PAGE NUMBER: .... ......... BO8 HODSON 230-7267 2 OF 2 OO '.Jet y A. Gayness. 15 LEGAL. DESCRIPTION: DRAWN BY: O Pp,. G _7 53 eAG McCARRY SUBDIVISION, LOT 5 K.D.M. ��^�e^ �3•�!, 0-7 �4dG TYPE OF WORK: ATE:Y�4edP DessTO^6\��� DESIGN FOR PROPOSED SEPTIC SYSTEM 7/31/2 f 007 ��40000�� DATE READING ,.,.: _ooQoop4 WATER LEVEL READING NET DROP (INCHES) '< rc' �_ � �. �F • • -96;40 GARNESS _ _ ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS 9:05 3)01 L lUD0l1 .010. SUIS 101 • M4Hq L M 99W7 • .ICK: (007)M7 -617f F/ 001 M IY[BLIE: •mw...... yc•m • • • • • ....... • • • • • • • ...... • • .D SOIL LOG — PERCOLATION TEST _ D0 LEGAL DESCRIPTION: McCARRY S D: LOT 5 '.Je f A. orn SSS 77 PERFORMED FOR: BOB HODSON DATE: 11 27 2006 P °p. '• E-79,53 :per ,,'e '•t74. O6 �`xOp DEPTH _ e. 6 4��O�0000',00 (feet) ___i ORGANICS TEST HOLE 1 0" 1 SOIL CLASSIFICATIONS 2 .•. �.� �•• GM CL 4 GC OL •• N °° °�° a SW MH TH12+ 5 :;: •, ;.. SP CH +TH11 SM ; OH j TH s + + 6 ; SC / • / S&S ENC. TESTHOLE 7 DEPTH DATE / GROUNDWATER DRY 11/27/200 SP -SM DRY 12/6/2006 sEPnc 9 : i ARS •�• \ SCALE: i to— 0 • 1 \ 1' 00' owe �• it .•• .�•, 12 11/28/2006 1 s:oo — 6" _ .�.• ••• 13—.... 3 9:05 — g• .�.• •0• 60, 15—.... 16 ;• 17 •B.O.H. 18 19 PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 6.0 FT. AND 6.5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES 0 NO SOILS LOGGED BY: CALEB GALL PERCOLATION TEST PERFORMED BY: BENNY MAUS COMMENTS: BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS P RFORMED IN ACCORDANCE PERFORMED WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: f2. oL DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 2 9:05 5 0" 6" _ 4 9:10 5 0" 6" 5 9:10 — 6• _ 6 9:15 5 0" 6" GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS E GENERAL CONTRACTORS SOIL LOG — PERCOLATION TEST LEGAL DESCRIPTION: McCARRY S/D: LOT 5 PERFORMED FOR: BOB HODSON DEPTH ____ (feet) y_== ORGANICS 1 TEST HOLE #21 SP -SM DEPTH TO DATE GROUNDWATER DRY 11/27/200 DRY 12/6/2006 1 CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING -------------------------------------------- 11/28/2006 1 N - 6" TN/2+ 2 +THf1 ' I������ 1 3 ����i - %{�% S&S ENC. / NNN • t1:5' . — 2.5" 5 111 11111 - 6" S® 6 r - 00' 30 �7f�;i 2.5" 'i�I�B. • F1641, DEPTH TO DATE GROUNDWATER DRY 11/27/200 DRY 12/6/2006 1 DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING -------------------------------------------- 11/28/2006 1 N - 6" TN/2+ 2 +THf1 ' THS}+ + 1 3 2:40 - / S&S ENC. / TESTHOLE 30 3.5" 2.5" 5 AREA - 6" S® 6 r - 00' DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 11/28/2006 1 2:10 - 6" - 2 2:40 30 3.5" 2.5" 3 2:40 - 6" - 4 3:10 30 3.5" 2.5" 5 3:10 - 6" - 6 3:40 30 3.5" 2.5" PERCOLATION RATE 12 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) �I—�Jil TEST RUN BETWEEN 6.0 FT. AND 6.5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: N YES ❑ NO SOILS LOGGED BY: CALEB GALL PERCOLATION TEST PERFORMED BY: BENNY MAUS COMMENTS: PERFORMED BY GEC, Ltd. 1, JEFFREY A. GARNESS, CERTIFY THAT THIS WA PTRFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 1 Z 6 0 b R _ GARNESS ENGINEERING GROUP, Ltd. T y�0p CONSULTANTS & GENERAL CONTRACTORS w• CKPAGL w"W7 ,ppg•••••• •••••3701 ROAD. surc Q SOIL LOG — PERCOLATION TEST Q LEGAL DESCRIPTION: MCCARRY S D: LOT 5 .J y A. ess.: PERFORMED FOR: BOB HODSONDATE: TT 27 200 °p. ' CE -7953 ,•'``Opp 6 DEPTH _ °/ p .1. (,l o, b'��oc (reef) ==yZ ORGANICS TEST HOLE #3 ����00000���� 2 SOIL CLASSIFICATIONS i �• 050 GW zz== ORG --- .,• 3—. •: i :a :it GP ML '0•GM CL ,eelGC OL N SW MH THI2� �TMj1 5 ti� SP -SM '. 0.. SP CH 1Hj3 .0.00. SM 1 i OH 1 $ 6 •�� SC / ,••� / S&S ENC. •�• / TESTHOLE 7 :•: DEPTH TO DATE / •:• GROUNDWATER 8 • B 0.11. DRY 11/27/2001 9 rAR"C SCALE: i 10 11 DATE READING CLOCK NET TIME WATER LEVEL NET DROP 12 13 14 1s 16 17 18 19 PERCOLATION RATE — (MIN./INCH) PERC. HOLE DIA. — (INCHES) TEST RUN BETWEEN — FT. AND — FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES ❑ NO SOILS LOGGED BY: CALEB GALL PERCOLATION TEST PERFORMED BY: COMMENTS: PERFORMED BY GEG, Ltd. 1. JEFFREY A. GARNESS, CERTIFY THAT THIS WAS E FORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: b 7- 6 TIME (MINUTES) READING (INCHES) GGN�\OVN�P�\ON F� GARNLSS ENGINEERING GROUP, Ltd. - ^- -^- -- -- CONSULTANTS & GENERAL CONTRACTORS - --- SOIL LOG - PERCOLATION TEST LEGAL DESCRIPTION: MCCARREY SUBDIVISION, LOT 5, PERFORMED FOR: BOB HODSON W DEPTT__(fee___ ORGANICS TEST HOLE 4HH' 2 3 4 5 6 7 8 9• 10• 11- 12- 13- 14- 15- 16- 17- 18- 19 - •CLASSIFICATIONS DATE GW •. III�IIII ML GM CL GCNNII • 0GM-SM SW IIIIIIIII MH 5 CH. SM OH SC - SW DEPTH TO GROUNDWATER DATE DRY 4/25/2007 DRY 4/26/2007 DRY 5/8/2007 6• - SEE ATTACHED SITE PLAN DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 4/26/2007 1 3:30 - 6• - 2 3:35 5 0' 6' 3 3:35 - 6• - 4 3:40 5 0' 6" 5 3:40 - 6• - 6 3:45 5 7 3:45 - 6' - 8 3:50 5 0" 6" 9 3:50 - 6' - 10 3:55 5 0• 6" 11 3:55 - 6' 12 4:00 5o.6 - PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) I I TEST RUN BETWEEN 7.0 FT. AND 7.5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES ® NO SOILS LOGGED BY: ROB CAMPBELL PERCOLATION TEST PERFORMED BY: BENNY MAUS COMMENTS: PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PRFO}MED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: -% t Z6/G-7 m /�� MT 00 HIIA DCPARTMiM 0� LTH & HUMAH 0 FRVICEB .0, wa.r ► r„a, 027 L SW@k ARMOrA46, AWMI 211102-0450 fjC2.7442 T SOILS LOG - PIRCOLATION TZIT I� AlAAoNLI ID AOR- D* mi. MLCAACI-/ CAT! AIAPCRM#0; ll Gam- ISF�y� FKA ro/4 LEGAL DZSMWr[CW , Town4n%R wBAdbrc rH SM FLAN all» 0C6Aw1a II III 1 2 2 0 0 7 0 10 17 t2 12 1! 10 11 10 To 20 6Ecgt LAA✓ul wlngr :v.vq cA.-Ot pmrl#1 OF IID wAl omOuNO WATIA AI- AlACOG7ION RATE e L.rrr..rey TlAClmll7NAMlTlR �H T947 OWN 1197m6lr /T AND '� F7 ¢A ToP COMMCNT7 ►EAPOAME07T: 6(254 64"JEJ I A'"Ac g"W— CiATIFYT�%AT7Ml7Lf wAOPW0RMlDC, AGCOADANCK MINALLRATt ANDMUKVAMLOIA00LIN"WUFICTCNTNNOAT! 0103'fYF rL lt%_ I�rlt Page 1 of 1 i B http://onsite.ci.anchorage.ak.us/scriptsILFImageDisplay.exelLot%2001 %20-%2006.png?do... 2/7/2006 Wm�m.3l e���� MENEEMENEW No MENEWEEM AlACOG7ION RATE e L.rrr..rey TlAClmll7NAMlTlR �H T947 OWN 1197m6lr /T AND '� F7 ¢A ToP COMMCNT7 ►EAPOAME07T: 6(254 64"JEJ I A'"Ac g"W— CiATIFYT�%AT7Ml7Lf wAOPW0RMlDC, AGCOADANCK MINALLRATt ANDMUKVAMLOIA00LIN"WUFICTCNTNNOAT! 0103'fYF rL lt%_ I�rlt Page 1 of 1 i B http://onsite.ci.anchorage.ak.us/scriptsILFImageDisplay.exelLot%2001 %20-%2006.png?do... 2/7/2006 GARNESS ENGINEERING GROUP, Ltd. c CONSULTANTS & GENERAL CONTRACTORS r- - - June 1, 2007 Municipality of Anchorage Development Service Department Building Safety Division On -Site Water & Wastewater Program P.O. Box 196650 Anchorage, Alaska 99519-6650 (907)343-7904 Proposed Septic System for McCarty Subdivision; Lots , To whom it may concern: jo 6G Ref: The proposed two (2) bedroom ADU will be served by a private well and septic system. Four test holes where dug on the property. The drainfield will be designed around the 30 foot radius of test hole 4. We are proposing that a 1000 gallon septic tank and a deep trench type drainfield 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 1.2 gallons/day/ft' should be used. 2. TRENCH DESIGN: See attached design drawing for drainfield specifications. 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 10-25% running northeast to southwest. I am unaware oCpny adverse impacts this installation would have on adjacent wells or septic systems. If you have any questions, p1pasc contact us at 337-6179. Thank you for your assistance. M.S. NOTE: Attached is a site plan drawing, a design drawing, a topography site plan, a soils log, 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 99507-1259 Ph: (907) 337-6179' Fax: (907) 338-3246 • Website: www.gamesscngincering.com NUMBER OF BEDROOMS:2 GALLONS PER DAY (GPD): 300 PERCOLATION RATE/S:5 MIN./INCH PROPOSED APPLICATION RATE: 1.2 MINIMUM DRAINFIELD SO.FT.: 250 DRAINFIELD DESIGN: MAXIMUM DEPTH:12 FEET WIDTH: 2.5 FEET LENGTH:20 FEET M.OA APPROVED SAND FILTER:N/A EFFECTIVE:7 FEET REDUCTION FACTOR: N/A ACTUAL SO.FT.: 280 I \ If / / / BUNNY LOPE / S/D; LOT 1, PROPOSED H20' SERVICE LINE TO ADU MUST BE 10'+ FROM — — SEPTIC SYSTEM SEWER UNE LEG. Ltd. H,46. A 7 PACE 5PLCI"LAhUN LETTER THAT PERTAINS TO THIS DESIGN. TO OBTAIN A COPY OF THE LETTER CONTACT GEG. BY PROCEEDING FORWARD WITH THIS INSTALLATION, THE ENGINEER, WELL DRILLER, CONTRACTOR AND PROPERTY OWNER AGREE THAT THEY HAVE READ THESE SPECIFICATIONS AND AGREE TO ACCEPT THE TERMS AND CONDITIONS OUTLINED. NorE THE CoNTRACTDR SHALL HAVE THE S=UM LOT UNE, AND ALL WELL RADII RAGGED BY A REGSTERED LAND SURVEYOR PRIOR TO CONSTRUCTION. ALTERNATE SITE FORT 4 BEDROOM HOSE \ PROPOSED — ..,. ..., .. ., • . - INSTALL C---=� .��:•;,�'`t..., .j':��;a i. Tei"P'+•<i.�,G %jL ;� f.=. SEP GALLON FOUNDATION _. �;:.' •:'�•� .e�"if�/+.:•�:C •',a, :..yt�:��+ INSTALL 1 SEPTIC TANK CLEANOUT TH/2 .Z .As THj1 .••.��C�•,•.,. FOUNDATION INSTALL DOUBLE iTi`'`•`:y'�''-`: �""','� CLEANOUT CLEANOUT$-(N�:�:•:"., PROPOSED INSULATE 4' WIDE THj} y �':�'�~':� f S&S ENC. TODD GALLON AND 4' THICK PROPOSED 4n':', �'." TESTHOLE SEPTIC TANK o BEDROOM j;''.•1.`:�•�'r'�"t' INSTALL DOUBLE/ PROPOSED 2 h OUSE •;��;,., .�. ?� CLEANOUTS BEDROOM TH tCO ••;(!: :•^'4S' ADU PROPOSED K� .YF•,�:.!«J,.1.:. !. F..Y�..�" �,:,:. y;x.••A--t 20 X 2S C r .!....,�:.,�L: :i....•E�iJ 'i: I.Y: ,''f :17..!Li:•. i DRAINFlELO b:\ 'r'A. •�•"v1i i. \ ����,�.• ALTERNATE SITE FOR ADU rSE-PTIC PROPOSED \ AR � I 40' x 2.5' ` \ \ of DRAINFIELD \ \McCARREY \ \ \ \ S/D; LOT B, \ RADIUS S E: oe v: GARNESS ENGINEERING GROUP, Ltd. pp��� 4 •" ^--•^-••--•• CONSULTANTS R GENERAL CONTRACTORS �... ...• •• •.••... ........ 'JMI L TA'°I1 F' MFIE 101. A"OVRIM MI N 7 . Nq,t (90)}T]r-,,IM . FAX (F07)�". W�IID w.ga Yyayn PREPARED FOR: PHONE NUMBER: PAGE NUMBER:••• .•...... ....... BOB NODSON 230-7267 2 pF 2 O P ;� Gar ess. LEGAL DESCRIPTION:-79DRAWN BY: Q4 y. ' E McCARRY SUBDIVISION, LOT 5 K.D.M. �4�e' a�op TYPE OF WORK: DATE: 4oe P o r � aloe°oma DESIGN FOR PROPOSED SEPTIC SYSTEM 6/1/2007 oODO�00�� MUNICIPALITY OF ANCHORAGE Development Services Department Onsite Water d Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519.6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Initial Date Issued: Aug 03, 2007 Expiration Date: Aug 02, 2008 Permit Number: SW070190 Parcel ID: 017-092-85 Legal Description: MCCARREY LT 5 Design Engineer: 0855 GARNESS ENGINEERING GROUF Site Address: Owner Name: BOB HODSON Lot Size: 60026 SO. FT. Owner Address: 906 W. NORTHERN LIGHTS BLVD Total Bedrooms: 2 Permit Bedrooms: 2 ANCHORAGE. AK 99503 - This permit Is for the construction of: ❑✓ Disposal Field Q 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: Date: 3 O Municipality of Anchorage a3, • '� 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 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel LD Property owner(s) BOB HODSON Day phone 230-7267 Mailing address 906 WEST NORTHERN LIGHTS BLVD. * ANCHORAGE. AK Site address 1 N ?)1 r) 'C jo_V e 4 k Zip Code 99503 Legal description (Sub'd, Block & Lot ) McCARRY SUBDIVISION, LOT 5 Legal description (Township, Section & Range) Lot Size 10410 Sq.Ft. THIS APPLICATION IS FOR (® all that apply): Absorption Field Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage ❑ Number of Bedrooms 2 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. GARNESS ENGINEERING GROUP, Ltd. Permit/Rush Fees: tD H 6 y - o 0 Date of Payment: 7f ZJ ( o 7 Receipt Number: • 0 (Rev. 11/05) Waiver Date of Payment: Receipt GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS&GENERAL CONTRACTORS r=.^•^ -_- REVISED July 31, 2007 Municipality of Anchorage Development Service Department Building Safety Division On -Site Water R Wastewater Program P.O. Box 196650 Anchorage, Alaska 99519-6650 (907)343-7904 Ref. Proposed Septic System for McCarty Subdivision; Lot 5, To whom it may concern: The proposed two (2) bedroom ADU will be served by a private well and septic system. Pour test holes where dug on the property. The drainfield will be designed around the 30 foot radius of test hole 4. We are proposing that a 1000 gallon septic tank and a deep trench type drainficld be installed. Comments regarding die 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 die soils, an application rate of 1.0 gallons/day/fe should be used. 2. TRENCH DESIGN: See attached design drawing for drainficld specifications. 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 drainficld is approximately 10-25% running northeast to southwest. 1 am unaware of any adverse impacts this installation would have on adjacent wells or septic systems. If you have any questions, plcascAontact us at 337-6179. Thank you for your assistance. NOTE: Attached is a site plan drawing, a design drawing, a topography site plan, a soils log, and a 7 page construction specification letter which are all part ofthe design package for this septic system. 3701 E. Tudor Road, Suite 101 • Anchorage, AK 99507-1259 Ph: (907) 337-6179' rax: (907) 338-3246' Website: w-A-w.gamessengincering.com CSATEPTIC : J / BUNNY SLOPE \ \ S/D; LOT 2. \ 1 I \\ —----------� I 1 1 I ` J 1Q1� I 1\\ I \ BUNNY SLOPE / \1 S/D; LOT 1. / I rSEREt / / / / a 0 GARNLSS ENGINEERING GROUP, Ltci. • -CONSULTANTS 3 GENERAL CONTRACTORS....a.....n..,e.— fort PREPARED FOR:PHONE NUMBER: BOB HODSON 230-7267 LEGAL DESCRIPTION: McCARREY SUBDIVISION: LOT 5. TYPE OF WORK: DESIGN FOR PROPOSED SEPTIC SYSTEM Ir«.ul�I NUMBER: I OF 1 DRAWN BY: K.D.M. DATE: 6/1/2007 0 9II uI I 1 G 9 ' O I z Iftl�ii�iUW PROPOSED 4 eveeea r1��:?)�t:iiryr��zji%:j^ TTHII I i 1 BEDROOM NOOSE TNI r,A °; = +' PROPOSED 2 i BEDROOM ADU TN/3 <<�:A!'`T' S&S ENC. 1 TESTHOLE I TN14 McCARREY / 1nC1' ie S/D; LOT 4,SEPTIC / - '. •5 ^ i "t•� }�y4 ON WESTSIDSE 0 MLOT I \\ \Pn� \ \ McCARREY \\ \\ S/D; LOT S. McCARREY � \ ` /--_-- S/D; LOT 3. -------------- ------------ E. 144TH AVENUE \ / --- ------------ II MELINDA NEW EST. MELINDA VIEW EST. I I S E: S/D; LOT 1. S/D; LOT 8. GARNLSS ENGINEERING GROUP, Ltci. • -CONSULTANTS 3 GENERAL CONTRACTORS....a.....n..,e.— fort PREPARED FOR:PHONE NUMBER: BOB HODSON 230-7267 LEGAL DESCRIPTION: McCARREY SUBDIVISION: LOT 5. TYPE OF WORK: DESIGN FOR PROPOSED SEPTIC SYSTEM Ir«.ul�I NUMBER: I OF 1 DRAWN BY: K.D.M. DATE: 6/1/2007 0 9II uI I 1 G 9 ' O I z Iftl�ii�iUW NUMBER OF BEDROOMS:2 GALLONS PER DAY (GPD): 300 PERCOLATION RATE/S:5 MIN./INCH PROPOSED APPLICATION RATE: 1.0 MINIMUM DRAINFIELD SO.FT.: 300 AINFIELD DESIGN: MAXIMUM DEPTH:12 FEET WIDTH: 2.5 FEET LENGTH:20 FEET M.OA APPROVED SAND FILTER: N/A EFFECTIVE:8 FEET REDUCTION FACTOR: N/A — ACTUAL SO.FT.: 320 / BUNNY LOPE S/D; LOT 1, PROPOSED H20'SERVICE UNE \ TO ADU MUST BE 10'+ FROM — — SEPTIC SYSTEM SEWER LINE \ PROPOSED INSTALL 1250 GALLON FOUNDATI01 INSTALL SEPTIC TANK CLEANOUT FOUNDATION INSTALL DOUBLE CLEANOUT CLEANOUTS PROPOSED INSULATE 4' WIDE TF 1000 GALLON AND 4• THICK SEPTIC TANK INSTALL DOUBLE/ PROPOSED 2 [[CLEANOUTS BEDROOM TH 4 AD PROPOSED _ _ _ _MT K 20' x 2.5' / C DRAINFIELD NIMY-� LETTER THAT PERTAINS TO THIS DESIGN. TO OBTAIN A COPY OF THE LETTER CONTACT DEG. BY PROCEEDING FORWARD WITH THIS INSTALLATION, THE ENGINEER, WELL DRILLER, CONTRACTOR AND PROPERTY OWNER AGREE THAT THEY HAVE READ THESE SPECIFICATIONS AND AGREE TO ACCEPT THE TERMS AND NOTE: THE CONTRACfoR SH41 NAVE 7NE SOUf11 LOT LINE. ANO ALL WEU. RAdI FLAGGED BY A REGISTERED LAND SURAYOR PRIOR TO CONSTRUCTION. ALTERNATE SITE FORT 4 BEDROOM HOU E _9=L89. 1 S&S ENC. TESTHOLE \ �► �- ALTERNATE SITE FOR ADU `SEPTIC PROPOSED \ \ \ AR KI 40 x z.s'�o` \ \ n DRAINFIEU) \ \ EY \ \ 5/D; /D; LOT 8, \ / 100' WELL PADNS LE — _ — — _ — GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS-+-�.�+-- AI L RAldl Np c 101 • ANDOWL Mf ISO) • N10NE LYOTWT- In • EMI (907) b -32a • WO)9R: •...o°•••�wpiwlp.ae�n PREPARED FOR: PHONE NUMBER: PACE NUMBER: BOB HODSON 230-7267 2 OF 2 LEGAL DESCRIPTION: DRAWN BY: McCARRY SUBDIVISION, LOT 5 1 K.D.M. : OF WORK: DESIGN FOR PROPOSED SEPTIC SYSTEM 7 S/D; LOT 4, SEPTIC SYSTEM ON WESTSIDE Of LOT LOT MELINDA S/D; EST. 1, CONSULTANTS & WRYd,m Kb)• . WEH BUNNY SLOPE S/0; LOT 1• MELINDA VIEW E S/D; LOT 8, ? ING GROUP, td. IE AL CONTRACTORS•-- T �N - VU BER: PAGE NUMBER )- 267 1 OF 1 I .. .. ......... ...... t r y A. Corn ss.: E •' .o`' MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water Q 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: SWO60051 Legal Description: MCCARREY LT 5 Date Issued: Apr 06, 2006 Expiration Date: Apr 06, 2007 Parcel ID: 017-092-85 Design Engineer: 0003 S & S Engineering Site Address: Owner Name: SANDY & NEAL ANDREWS Lot Size: 60026 SO. FT. Owner Address: PO BOX 112593 Total Bedrooms: 4 Permit Bedrooms: 4 ANCHORAGE, AK 99511 - This permit is for the construction of: 0 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: Date: �D rfiti Issued By: Date: 4 pb - MintiCip,ility ufAiteh tdge beVelopttiLNt $&Vlces bepittirietit Building Safety bivision On -Site Water and Wastewater Program 4700 South Bragaw St. P.O. box 196650 Anchorage, Ak 99519-6650 www.cl.anchorage.sk.us (907) 343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION rOR A SINGLE FAMILY DWELLING Parcel I.D. O t -:k- — o R2 — �r-) Permit Number SW Property phone _-kb — ISh A Mailing address t . O - S,;:c t l 25 q3 Ai A _- ' Zip Code °lCN S X\ Site address NNiS Q teiCi?v\-5* Zip Code Legal description (Lot, Block & Sub'd.) Legal description (Section, Township & Range) Lot Size Quo -faces/Sq.Ft. THIS APPLICATION IS POR: Number of Bedrooms 4 Sewer Only ❑ Well Only ❑ Sewer and Well '® Water Storage ❑ Sewer Upgrade ❑ THIS PROPERTY CONTAINS: Hot Tub ❑ Jacuzzi ❑ Swimmirig Pool ❑ Water Softening Unit ❑ Therapy Pool ❑ certify that the above information is correct. I further certify that this application is being made for a Single Family bwelling and is in accordance with applicable Municipal Codes. S a S ENGINEERING 17034 Eagle River Loop Road, No. 404 Esole River. Alaska "M (Signature of property owner or authorized agent) MENEM PermIVRush Fees:1Ik -0d -f-I r1S -01 Waiver Pees: Date of Payment: 3 15, )DIP bate of Payment: Receipt Number: Receipt Number: (Rev. 09104) ept.Ams/r5* nUS H- • • ?pt B„ • i� Municipality of Anchorage 0 _ On-Site Water and Wastewater Program "'Mil t i (907) 343-7904 s•. ETC Certificate of On-Site Systems Approval 7 Parcel I.D. 017-092-85 Expiration Date: (cc� 1 1 1. GENERAL INFORMATION Complete legal description McCarrey L5 Location (site address) 14310 Pickett Street Current Property owner(s) Christine Cooper Day phone Mailing address 12801 Crows Circle Anchorage, AK 99515 Real Estate Agent Day phone 2. TYPE OF DWELLING: Ei Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 4 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well Individual 0 Individual Water Storage ❑ Holding Tank ❑ Community Class Well ❑ Community ❑ Public Water System ❑ Public Sewer , ❑ WaiverNariance request for: Distance: Received by: Date: COSA to be released to the engineer,unless otherwise requested by the engineer. COSA Fee $ 1 a'�O Waiver Fee $ Date of Payment ,2/•q9-/i 1 Date of Payment Receipt Number 005(15-61 Receipt Number COSA# E q 1b55 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. In conducting an adequacy test,I attempt to provide a thorough,conscientious engineering analysis of the system in accordance with MoA COSA guidelines and regulations.The reported results describe 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 soil condition,ground water 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 this system. All systems eventually fail and satisfactory test results do not guarantee future performance of the system, nor do they guarantee that there are no hidden defects or encroachments.Therefore we cannot provide any warranty for future performance, nor can we estimate remaining life of the system. The content of this report is for the sole benefit of the owner listed above. Name of Firm Pannone Engineering Services LLC Phone (907) 745-8200 Address P.O. Box 1807 Palmer, AK 99645 Engineer's Printed Name Steven R Pannone, P.E. Date 2/19/2019 *:49Th. '` •:* 6. DSD SIGNATURE ••••�•t'�'• �✓ System #1 Approved for bedrooms •• nevi •anrione CE 8149 .4 System #2 Approved for bedrooms •"+�'•.• •••.' • Disapproved ;, F73'SK Conditional approval for bedrooms, with the following stipulations: J . 4 y \`' Oa srcE WATER ANS 2 EA- o WASTE RAM pROG • cvi SEco*, B `-- ? `^--�- ( --- , Original Certificate Date: By: '<of 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_r - COSA Checklist Legal Description: McCarrey L5 Parcel ID: 017-092-85 If more than 1 septic system on lot: COSA Checklist# 1 of 1 Structure served by this system 1 A. WELL DATA 0 Well log is filed with Onsite(or attached) Well production at time of test 1.5 gpm Date drilled 6/5/12 Water storage tank volume N/A gallons. Total depth 306 ft Well disinfected for coliform test? 0 Yes* 0 No Cased to 72 ft Coliform bacteria is Negative Sanitary seal is functioning correctly Nitrate ND mg/L 0 Nitrate less than MRL(ND) Wires are properly protected Arsenic ND ug/L ❑■ Arsenic less than MRL(ND) Casing height(above ground) 24 in. Collected by PES Date of flow test for COSA 2/22/19Date of Sample 2122/19 Static water level at beginning of test 67.5 ft. Comments B. TANK DATA C. LIFT STATION Age of tank(s) 0 years 0 Required maintenance completed Tank type/material Sao 1a" Age of lift station years Measured operating fluid level in septic tank New Lift station material 0 Standpipes/foundation cleanout per record drawing Comments: Date of pumping New D. ABSORPTION FIELD DATA Trench Which system tested (date installed) 9/8/18 Adequacy test date New 1111❑ALL standpipes present per record drawing Results ❑✓ Pass For 4 bedrooms Total measured depth from grade 12 ft(max) Fluid depth prior to test in Measured depth to pipe invert from grade 5.0 ft(min) Water added gal ❑ N/A—pressurized field New depth in ❑� Monitor tubes go to bottom of effective. If not,state Elapsed time min depth into effective 0 Code-required soil cover over field Final fluid depth in ElSystem presoaked Absorption rate gpd (Required if vacant for greater than 30 days prior to Any rejuvenation treatment(past 12 months) N date of test) If yes, enter date Gallons introduced gallons Comments/Deficiencies: COSA Checklist yellow sheet E. SEPARATION DISTANCES From Private Well on Lot to: (Please enter distances if less than required or if community well) Septic Tank/Lift Station on Lot> 100' Community Sewer Manhole/Cleanout>100' Q Yes if No ft Q Yes if No ft Neighboring Tank> 100' 0✓ Yes if No ft Private Sewer/Septic Line>25' 0✓ Yes if No ft Absorption Field on Lot> 100' 0 Yes if No ft Holding Tank> 100' Q Yes if No ft Neighboring Absorption Fields> 100' Animal Containment> 50' 0 Yes if No ft 0 Yes if No ft Manure/Animal Excreta Storage> 100' Community Sewer Main> 75' ✓0 Yes if No ft Q Yes if No ft From Septic/Holding Tank on Lot to: (Please enter distances if less than required) Building Foundations> 10' 0 Yes if No ft Surface Water> 100' E Yes if No ft Property Line>5' 0 Yes if No ft Wells on Adjacent Lots: Absorption Field > 5' 0 Yes if No ft Private Wells> 100' 0 Yes if No ft Water Main> 10' 0 Yes if No ft Community Wells>200' ✓0 Yes if No ft Water Service Line> 10' 0 Yes if No ft If septic tank is under driveway comment below From Absorption Field on Lot to:(Please enter distances if less than required) Building Foundation > 10' p Yes if No ft If absorption field is under driveway comment below Property Line> 10' p Yes if No ft Wells on Adjacent Lots: Water Main> 10' 0 Yes if No ft Private Wells> 100' El Yes if No ft Water Service Line> 10' 0✓ Yes if No ft Community Wells>200' 0 Yes if No ft Surface Water> 100' 0 Yes if No ft F. ENGINEER'S COMMENTS Survey Attached ` I uN..et ( Wim! A1si0 P c\ 0 1‘%)s+-,,,(Icc`t1'!N� per tcerI Las . G. ENGINEER'S CERTIFICATION QF I certify that I have determined through field inspections and review �v'.n• 4 of Municipal records that the above systems are in conformance with */49 j`t it MOA COSA guidelines in effect on this date. ......... 't\ $}even -.-annope CE 8149 i •. .• r COSA Checklist yellow sheet