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HomeMy WebLinkAboutTWOLOTS TR A2ATwolots Trczct A2A #017-074-01 Municipality of Anchorage • Development Services Department ,.. sal ham/' Building Safety Division ; y ';, 1 til On-Site Water & Wastewater Program, 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.clanchorage.ak.us (907) 343-7904 Page 1 On-Site Wastewater Disposal System and/or Well Inspection Report Permit Number. SW040232 h_005Q0PID Number 017-074-01 of 3 Nome: AARON COX Wastewater System: ■ New 0 Upgrade Address: 8051 RABBIT CREEK ROAD; ANCHORAGE, AK. 99516 ABSORPTION FIELD Phone: No. of Bedrooms: (907) 245-5441 3 O Deep Trench 0 Shallow Trench ■ Bed °Mound °Other LEGAL DESCRIPTION sea Rad g, 1 0 GPD/sa n. Total Depth from «rot 3.0 AMAX R Block: Lot: Subdivision: — TRACT A-2A TWO LOTS beth to Pipe bottom from °*Pinel gr.dc SEE DWG. n. arcs d.pu, beneath on: 0.5+ ft Township:Range: Section: — — — ra oddbow origoriginal grade: ed .SEE DWG. n. Grovel length: 30 n. WELL: ■ New 0 Upgrade Gravel width: 15 rt. Number of lines: 3 Distance between fres: 5 n clon.I eat.00 (Private. AB.C): PRIVATE total Death: 220 n Cooed ta:( ,a 220 n. Tota .bearption area: . 450+ so. r< Pia material: D 3034/ F-810 OSYer. HEFTY DRILLING Dot. Drilled: 7/19-21/05 Static waw Level: 130 n. Installer GEG, Ltd. Dot. Imla.ea: 4/7-12/2005 Ywid: 20 cPu Pump Set At: UNKNOWN n. Casing Hight Above Ground: 2 n. tlit oto w lee 1 TANK SEPARATION DISTANCES °Septic °Holding 0S.T.E.P. ■Other* To From Septic Tank Absorption Field Lift Station Holding Tank wublm/Prhot. Sower un•s Marwf«Iver: ANCHORAGE TANK Capaaq In gabn.: 1500 Well 100'+ 100'+ 100•+ — 25'+ Nat«,°• 3/16 POLY COATED STEEL Number *1 comportments: 2 Surface Water 1001+ 100'+ 1001+ — — LIFT STATION Lot Lne 51+ 10'+ 51+ — — Siae In gallons: 1500 Monsfoctur.c ANCHORAGE TANK Foundation 51+ 101+ 51+ — — •Pump an' level a TIMER 'Pump ar level at TIMER High water alarm at 46" Curtain Drain Pump Mose dr Model: 120 051 05 HHF D«uNel b•p«bons pMarmed ?T ) i 1 , 7 _ M.O.A. I'- �.! .�I NONE KNOWN Remarks: BENCH MARK *THIS IS AN ADVANTEX TREATMENT SYSTEM L.cabon .nd De.enpbon: 1,1; •. "I P: BOTTOM OF TANK list( ii) ,,d, ,1I ,., Assumed Elevation:.. . 89.00a n. ENGINEER'S L vv�o ', "°' 4 ", Q• ..j re Odp� :c , 4p�d O roles OO000� O A A. ar , 79I53 1 3b otr"r AO 51(0 -'37 o0 D ass, 1� J�':1, oc' Inspections performed by: GEG, Ltd. Dates: 1st 4/7/2005 2nd 4/8/2005 3rd 4/12/2005 . Development Reviewed and approved by-/ 1Services Department Approval u.0, Cc(\,LQ,� Date: 9/Ai'aaXS (Rev. 12/01) "�[E __ Y PERMIT NUMBER: SW040232 AS -BUILT DRAWING PARCEL ID NUMBER: 017-074-01 \ 4)0 \ 0/),, %C.% APPROXIMATE \ `' OCATIO \ �• / , 43ALTERNATE9 SITEAPPROXIMATE LOCATION\ \ 00 1 Q / / I I �>; ��� 02 •BL2 co• p1 8 Ca - i ;L1 + NEW DRAINFIELD A B FCO 41.02 37.38 511 91.71 66.56 MH 99.14 73.09 D8L1 102.49 74.60 08L2 104.17 75.15 MT1 136.48 101.81 C01 137.15 102.75 CO2 141.01 107.86 CO3 144.40 112.69 MT2 145.15 113.81 1AT3 157.50 113.00 C04 158.14 113.65 C05 161.79 118.92 CO6 165.60 124.14 MT4 165.97 124.79 TRICKLING FILTER SCALE: r 60' 141 NEW WELL/ GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS » 3, L 11.100011.1000ROAD. SUITE 101 101 • N.°M lt507 • l.C.K (007).137-417IT���74Ih • CU (10733311-32N • :....A ....yM..Myewn PREPARED FOR: AARON COX PHONE NUMBER: (907) 245-5441 LEGAL DESCRIPTION: TWO LOTS SUBDIVISION; TRACT A -2A, PAGE NUMBER: 2 OF 3 DRAWN BY: R.A.L. TYPE OF WORK: AS -BUILT DRAWING OF NEW WELL AND SEPTIC SYSTEM DATE: 8/26/2005 D ey Garness. CE -7953 `F`Opp d Pio! e s sfo0oc �OOpoo�� PERMIT NUUBER: SW040232 AS -BUILT DRAWING PARCEL ID NUMBER: 017-074-01 FINAL GRADE - 100.28 (AVG. INSULATION ST1 TOP OF TANK AT INLET •• 94.12 INVERT OF PIPE - 93.48 BOTTOM OF TANK - 89.00 TOP OF MANHOLE 100.57 (AVO) •••WaS•01111•••••4WSall•••••114, 1500 GALLON 3/16. POLY COATED STEEL ADVANTEX TANK m II Si A' TOP OF TANK AT OUTLET - 94.12 FINAL GRADE — 98.11-98.49 INSULATION FILTER FABRIC BOTTOM OF BED so 91.50 (AVG.) • 1110N ••• ••••• •••••• ear* Niel/ nerety•Ere70700•0700.4filrir OOOOOO .91•0110:110. 41.1” van, • :30F uo.aH. ; APPROVED ee RELATIVE ELEVATION OF BOTTOM OF TEST HOLE 0 85.50 (TEST HOLE DRY) 15 ";%y>,,'YX`IXY>.• TOP OF SAND - 94.50 GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS J701 IL TUDOR MAN OM 101 • /10CMIX. MC HOOT • PICK 007SY1-411711 • FM 0107).3.10.4244 • Vat ••••4••••••••01rafloss PREPARED FOR: AARON COX LEGAL DESCRIPTION: TWO LOTS SUBDIVISION; TRACT A -2A, PHON (9047) 245-5441 I PAGE NUMBER: 3 OF 3 DRAWN BY: TYPE OF WORK: AS—BUILT DRAWING OF NEW WELL AND SEPTIC SYSTEM ORIGINAL GRADE 95.00 0 HIGHEST POINT *WERT OF DISTRIBUTION UNE - 95.00 (AVG.) DAIL 8/26/2005 (Rev. 01/05) TY t DRILLING phone 00713450593 1 3540 Akaln 1Atvc Fnx (9071345-4700 Anchnn0t!. Abtka 96516 Cell 1907) 240-6911 P. 02 STATE OF ALASKA DEPARTMENT OF NATURAL RESOURCES DIVISION OF MINING, LAND & WATER WATER WELL LOG UrillingStarted:07/19 /200ompktcd:07/21 /2005 City: Borough: Subdivision: BLOCK LOT Prepcny Otnher Name & Address: Aaron Cox 8051 Rabbit Creek Rd. Anchorage, Ak. 99516 Anchorage Two Lots a -2a Meridian,.,, Range Section • Vs of __%or '/ or t _ ,.,,._.._—_Township BOREUOLE DATA: (from T.O.C. Material: Type, Color & wetnessrout ) Depth 1 ?° Drilling Well method: (X ) Air rotary, ( ) Cable tool, Other ( ) Public supply, (X) Domestic, Other use: clay & gravel • 0 8 Depth Casing Casing Liner of hole: 220.__ ft, Casing stickup: 2 ft typc:eteal Thickness: 0_25P inches sand & gravel 8 15 diameter 6 inches Casing depth: 220 ft type: Diameter. _inches Depth:ti silty sand 15 50 Static Pumping Recovery Development water (from top of casing): 130 ft on azo /2005 level & yield: feet aftcr hours at _„__ ,_ gpm _ ^ rate: 20 gpm, Method of testing: airlift moist silty sand 50 60 _ method: airlift Duration: 1/2 hour sand & gravel 60 115 Screen Well intake opening type: (X) Open end, ( ) Open hole, Other Screened; Start: ft, Stopped,._... __,,,_ fl ft ft wet gravel 115 122 type: Slothncsh size: _ _ - Perforated; Start: ft Stopped: sand & gravel in 153 Start: - - • ft, Stopped: Note: clay & gravel 153 155 Grout type:'bentnnite Volume - Depth; from s ft, to _____ 20_._....._ ft wet clay & gravel 155 165 Pump Pump intake; depth: ft size:: hp, Brand name: moist clay &gravel 165 1751 Was well disinfected upon cotnplction7 (X) Yes, ( ) No Method of disinfection:_ chlorine clay & gravel 175 195 rillercotntocnts/disclaimers: • sand & fine gravel w/H20 195 210 coarse gravel w/H20 210 220 'oil driller aame:...JPhilnY..IS3Y ompanyname• . Hefty Drilling ,Inc, ailing address 3540AkulaOr. !tailing Anchorage State: At zip 99516 Phone number : ( ) 345 - 0593 Drillers signature: Alaska state law rcquiris that a copy of this t ell log be sent to the Department of Natural Resources within 45 d ys: fires ON peccrtabk, (AK stat rtes 38.05.020, 38.05.035.41.08.020, 46.15.020 and AK royal mon, 11 AAC 93.140). DNRJ Division of Minintt, rand and Water. 550 W 7th Arattic. Sui r 1020 Anchorage. AK 99501- 3562 Phone (907)269.8639 and fax (907)2694947 II Within the City ochoragr is required that a copy of the well log be seat to the appropriate city office within 60 days and that another copy of the well log tie scot to the well/property owner within 30 days. Permit Number: SW050208 fate of Issue: 07 /D5 j2005___ P• reel Identi iicationNumber: 017 - 074 .01.... _ 13 well located at approved permit location? (X) Ycs or ( ) No ■s Rising Son Electric Inc. •■ 191 907 622 6777 June 16, 2005 Gamess Engineering Group 3701 E. Tudor Road, Ste. #101 Anchorage, AK 99507 Re: Block/Tract A2A Twolots Subdivision Dear Kelly: The lift station at the above referenced property has been wired in accordance with NEC and State/Local codes. 06/16/05 02:04P P.001 Rising bon Electric. Inc. 14916 \V/oodland Drive Eagle River. 44 99577 (907) 622-6/// Thank you. Sincerely, gyp. , la C/ Aet-C-1v 4A Kevin S. Hombuckle, Owner Administrator License Number 1284 Specialty Contractor Ucense Number 27285 • .4 Fran .19078308507 Tuc May 10 OS:05:44.200S Inspection Report Municipality of Anohorape, Beading Safety Division 4700 South Brapaw INSPECTION: VOICE 343-9300 2YYCI Papa 1 of 1 INSPECTION: FAX (907)2497777 INFO: 343-7962 Ns me Address Lapel Subdivision Comments or Directions RISING SUN Permit ELECTRIC 7401 TWOLOTS CIR 'Phone TWOLOTS 05-7704 NG Inspection Dat. 5/102005 AM PERMIT *05-0272 WAS AN ERROR; THIS IS THE NEW PERMIT * Inspection Retro Electrical Si/77L • NO NONCOMPLIANCE OBSERVED [j CORRECTIONS ESSENTIAL AS EXPLAINED BELOW ❑ WILL RE-EXAMINE AT NEXT INSPECTION . R.Inapeotlon N 0 DO NOT CONCEAL UNTIL REINSPECTION COMMENTS: (for inspanor use only) . • Undid( 6.41 4.12 ‘-("M eA0 »//(v9 Inspector 01( Co ayvi.< st- c C.L/) w1 GLl!`. [o Fvn,drfi�r� (la(5� /Z • -/ Or �/ Def..: (/' PJ Permit Number: Legal Description: Design Engineer: Owner Name: Owner Address: MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water & 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 Renewal SW050208 TWOLOTS TR A2A 0855 Garness Engineering Group, LTD AARON COX 8051 RABBITT CREEK ROAD ANCHORAGE . A 99516 - Date Issued: Jul 05, 2005 Expiration Date: Jul 05, 2006 Parcel ID: 017-074-01 Site Address: BABBITT CREEK ROAD Lot Size: 89026 SQ. FT. Total Bedrooms: 3 Permit Bedrooms: 3 This permit is for the construction of: Disposal Field Li Septic Tank El Holding Tank 0 Privy Q 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 ewe? Date• 7 7 -os- \, Date: 0s - Date: 7/r/1-- TenetuaL Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 Bragaw St P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. 017-074-0/ Permit Number SW Property owner(s) p�QA /mQ (7Ofl , Day phone o'z/5 - 52/4// Mailing addresses /2257 Aga/kit fizz4 /f'/. Zip Code Site address F'{D l \. aLJ0&fr finite Zip Code Legal description (Lot, Block & Sub'd.) dzei6 t9 d ry t -LJ'- A -.24 Legal description (Section, Township & Range) Lot Size 24 Oka Acres/:q.Ft. Number of Bedrooms 3 THIS APPLICATION IS FOR: Sewer Only Sewer and Well Sewer Upgrade THIS PROPERTY CONTAINS: Hot Tub 0 Swimming Pool 0 Therapy Pool 0 rtti Well Only Water Storage Jacuzzi Water Softening Unit 0 0 0 0 I certify that the above information is correct. I further certify that this application is being made for a Single FamilyDwellingand is in accordance with applicable Municipal Codes. _/ (Signature of property owner or authorized agent) Permit/Rush Fees: // 5 -ob Date of Payment:? 7oQ Q - Receipt Number: w/ OMS-- (Rev. 09/04) Waiver Fees: Date of Payment: Receipt Number. Permit Number: Legal Description; Design Engineer: Owner Name: Owner Address: MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water & 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 SW040232 TWOLOTS TR A2A 0855 Gamess Engineering Group, LTD AARON COX 8051 RABBITT CREEK ROAD ANCHORAGE , A 99516 - Date Issued: Jun 30, 2004 Expiration Date: Jun 30, 2005 Parcel ID: 017-074-01 Site Address: RABBITT CREEK ROAD Lot Size: 89026 SQ. FT. Total Bedrooms: 3 Permit Bedrooms: 3 This permit Is for the construction of: Q Disposal Field Septic Tank O Holding Tank ❑ Privy Q✓ Private Well O 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 catling (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: 6(te./11C-A1) Issued By: (/,/ Date. Date: 4- 3 0 -O It Parcel I.D. 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.ak.us (907) 343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING C41 -03i1-0( Fro: x(/104 Permit Number 0 11.0 a 32, Property owner(s) AARON COX Day phone Mailing address (1) 8051 RABBIT CREEK ROAD • ANCHORAGE. AK. 245-5441 Mailing address (2) Zip Code Legal description (Lot, Block & Sub'd.) TWO LOTS SUBDIVISION: TRACT A -2A 99516 Legal description (Section, Township & Range) N/A Lot Size 81 r uZ Acres) THIS APPLICATION IS FOR: Sewer Only Sewer and Well Sewer Upgrade THIS PROPERTY CONTAINS: Hot Tub Swimming Pool Therapy Pool ❑ • Number of Bedrooms 3 Well Only Water Storage Jacuzzi Water Softening Unit 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: 6gs Date of Payment: 4/y8/17 Receipt Number. X3189 1r Waiver Fees' Date of Payment: Receipt Number. GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS imorminzoncemilrulaccli June 16, 2004 Municipality of Anchorage Development Service Department On -Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, Ak 99519-6650 (907) 343-7904 Ref: Septic Design for Two Lots Subdivision; Tract A -A2 To whom it may concern: The three (3) proposed house will be served by a private well and septic system. Two test hole where excavated on the property. The septic system will be designed around the 30 foot radius of test hole #1. We are proposing that a 1500 gallon advantex tank and bed type drainfield be installed. Comments regarding the design are summarized as follows: 1. SOILS: Attached is a 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/ft2 should be used. 2. TRENCII DESIGN: a. Percolation Rate: 2.85 minutes/inch b. Allowable Application Rate: 1 gallons/day/ft2 c. Design Flow: 450 gallons per day d. Minimum Absorption Area: 450 ft2 e. Total Depth: 3 feet (max.) f. Effective Depth: .5 feet g. Width: 15 feet h M.O.A. Approved Sand Filter: 2 feet i. Minimum Length: 30 feet long j. Effective absorption area = 450 ft2 3. SURFACE WATERS: There are no surface waters within 100 feet of the proposed upgrade. 3701 E. Tudor Road, Suite 101 * Anchorage, AK 99507 Ph: (907) 337-6179 • Fax: (907) 338-3246 • Website: gamessengineering.com 4. TOPOGRAPIIY: As can be seen on the attached topography dwg. the proposed drainfield is to be installed on less than a 10 percent slope running approximately southeast to northwest. 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, a soil 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 Ph: (907) 337-6179' Fax: (907) 338-3246' Website: gamessengincering.com LOT 2 COWER S/D (UNDEVELOPED) LOT 3 COWER S/D (UNDEVELOPED) LOT 41COWER S/D • 1 \ D \ CO 0 TH/2 \\ �m (APPROXIMATE LCCAnora 7 •\ V\ II II II II /r I 0 BLOCK 1 LOT 1, / KIMBERLY MANOR S/91 NO CONCERN e I /F. I 1 1-10,... \ 90 \• • •,..r .-74 • L_ ( / LOT 1; LAMB S/D 1 I 1 N \ \ •• \ •• • -- LOT 2: LAMB S/D NO CONCERN \ •• • • \ • • • • • 100' WELL RADIUS j BLOCK 1 LOT 2. / KIMBERLY MANOR S/D / NO CONCERN / - — • \\ PROXIMATE \ LOCATION \ • +o • PROPOSED SEPTIC SYSTEM 6 / ; 1 , -PROPOSED 3 BEDROOM \ HOUSE \ ti 1 1 / ! CO PROPOSED / J� WELL Vv -- G TRACT A-1 TWO LOTS S/D TWO OTS -78 S/D NO CONCERN GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS 370! c Tu000 POG') S' nTc 101 • ANCNOPAGF. AX 00507 • PHONc (9071337.6170 • FAX (0A7/5 1A -X71.6 PREPARED FOR PHONE NUMBER: AARON COX 245-5441 DATE 6/16/2004 DRAWN BY: R.A.L. SCALE 1" = 100' PAGE NUMBER 1 OF 4 0 LEGAL DESCRIPTION: TWO LOTS SUBDIVISION; TRACT A -2A OF WORK: SITE PLAN FOR PROPOSED WELL AND SEPTIC SYSTEM )\ I 1 / INSTALL DOUBLE CLFMIOUT V TN/2 APPROXIMATE \ LocAnoNJ 4 TIE WIIALLL REQUIRE r," RNATE T THE USE OF A ADVANTD( SYSTEM O 10 PROPOSED DRAINFIELD, EXCAVATE A BED THAT IS 15 WIDE BY 30 FEET LONG, AND 3.5 FEET DEEP. ADD 2 FEET OF M.OA APPROVED SAND FILTER MID .5 FEET OF CLEAN WASHED SEWER DRAJN ROCK. af 1 PROPOSED 1500 GALLON ADVANTEX TANK 1.4 / INSTALL FOUNDATION CLEANOUT GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS 5701F TIMOR ROAD St1ITF 101 • ANCHORAGR, AK 00507 • P•40NF (0011331.6170 • FAX (00713311.1?66 PREPARED FOR: PHONE NUMBER: AARON COX (907) 245-5441 LEGAL DESCRIPTION: TWO LOTS SUBDIVISON; TRACT A -2A, TYPE OF WORK: DISIGN FOR PROPOSED WELL AND SEPTIC SYSTEM PROPOSED WELL DATE: 6/16/2004 DRAWN BY: RAL SCALE: 1"=60' PACE NUMBER: 2 OF 4 / INLET FROM TANK TO POD x-16-■-16-N-N-N-r-SF-M-r-r• -.X-SF-M-M-M-M-M-16-M-■-■-7r x-1, DISCHARGE FILTRATE 6" JIM CAP --(TYP.2)� FINAL GRADE e 6" PVC PUMP -OUT (TYP.2) ADVANTEX 17-AX20 POD 30 INCH INSULATED RISER 1500 GALLON STEEL ADVANTEX TANK WITH 3/16 STEEL & POLY COATING iA ilii 4 :: SAND A I11 ORENCO BIOTUBE SCREENED VAULT RENCO EFFLUENT PUMP .ems GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS 3701 E. TUDOR ROAD. SUITE 101 • ANCHORAGE. AK 99507 • PHONE (907)337.6179 • FAX (907)3304266 DATE: 6/16/2004 DRAWN BY: R.A.L. SCALE: N.T.S. PREPARED FOR: PHONE NUMBER: AARON COX (907) 245-5441 PAGE NUMBER 3 OF 4 LEGAL OESCRIPDON: TWO LOTS SUBDIVISION; TRACT A -2A. TYPE OF WORK: PROFILE DRAWING OF PROPOSED 1500 GALLON ADVANTEX TANK mess:• O� 3•\000 F,lgo °P7'of..slofoc ao DOO000� x'+/ co 0 co 15 +/ - FINAL GRADE 7 INSULATION FUER FABRIC ORIGINAL GRADE 2' 3' AX. t G °';` . Fs ;: 4 �2 'FEET x. F aV rte^ +a.I<.1.4�' .7447t 15' WIDE DATE: 6/16/2004 GARNESS ENGINEERING GROUP, Ltd. ........1....... CONSULTANTS & GENERAL CONTRACTORS 3701 F TUDOR ROAD. SUITE 101 • ANCHORAGF. AX 00307 • RNONF 00713374170 • FAX (007)333-3]46 DRAWN BY: R.A.L. SCALE: 1"=40' PREPARED FOR: PHONE NUMBER: AARON COX (907) 245-5441 PAGE NUTABER: 4OF4 LEGAL DESCRIPTION: TWO LOTS SUBDIVISION; TRACT A -2A TYPE OF WORK AS -BUILT DRAWING OF SEPTIC SYSTEM UPGRADE 040 OF h '`op GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL. CONTRACTORS 3701 C 11A3R ROOD. $ZAlt 101 • M ChC* CG M . aawt • AOC (007)331-0171 • FAX (6071136-3344 • sr 0"....0no.,Ina yam SOIL LOG - PERCOLATION TEST LEGAL DESCRIPTION: TWO LOTS SUBDIVISION; TRACT A -2A PERFORMED FOR: AARON COX (feet 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 ORGANICS 8.0.11 ML W/ SOME GRAVEL TEST HOLE #1 SOIL CLASSIFICATIONS TEMA 1:mai " *co e NUN GW GP GM GC SW SP SM SC DATE: 6/5/2004 ORG ML CL OL MH CH OH DEPTH TO GROUNDWATER DATE DRY 6/5/2004 DRY 6/11/2004 DRY 6/14/2004 2:30 - w ct_ro/aaslon000 1 �000�00 • ,j TEST HOLE -• 11 APPDXIMATE LOCATION• \ �I /\ / 1' APPDXIIAATE LOCATION TRACT A-2 II TEST HOLE PROPOSED HOUSE TWO LOTS S/D SITE PLAN 1"4•100'_ DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 6/7/2004 1 2:30 - 6" - 2 2:40 10 1" 5" 3 2:40 - 6" - 4 2:50 10 2" 4" 5 2:50 - 6" - 6 3:00 10 2.5" 3.5" 7 3:00 - 6" - 8 3:10 10 2.5" 3.5" 9 3:10 - 6" - 10 3:20 10 2.5" 3.5" 11 3:20 - 6" - 12 3:30 10 2.5" 3.5" PERCOLATION RATE *2.85 (MIN./INCH) TEST RUN BETWEEN 1.0 FT. AND 2.0 FT. PERC. HOLE DIA. 6 (INCHES) A FOUR HOUR PRESOAK WAS PERFORMED: • YES ❑ NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: ROB CAMPBELL COMMENTS. 'RECOMMEND USING A 1.0 APPLICATION RATE FOR AN ADVANTEX SYSTEM PERFORMED BY GEG, Ltd. 1, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PE FO ED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDEUNES IN EFFECT ON THIS DATE: G/ 6/04-- Aps0000OF .•. \ 1 gyp, GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS 5701 1. nous 110043. suit 101 • w¢Oce,a. M. 11501 • nae (Io7pn-4171 • FM (007}336-3244 • WIIISITL gomemosoolnrens.osen SOIL LOG - PERCOLATION TEST LEGAL DESCRIPTION: TWO LOTS SUBDMSION; TRACT A -2A PERFORMED FOR: AARON COX (feet 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 SOILS LOGGED BY: COMMENTS. PERFORMED BY GEC, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS ER ORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: b I Lf04 8.0.11 ORGANICS ML w/ SOME GRAVEL TEST HOLE #2 SOIL CLASSIFICATIONS Ve 30.0' I •I • I FURY ttlal GW GP GM GC SW SP SM SC MBE MHO" DATE: 6/5/2004 ORG ML CL OL MH CH OH DEPTH TO GROUNDWATER DATE SEEPS 0 6' 6/5/2004 DRY 6/11/2004 DRY 6/14/2004 2:30 - V 1 `yam\ it --• yy< , ` \ i 1 1 1 F Iii \ \ \\ 1 II EST THOLE 1 APPDXIMATE LOCATION Ys \ \\ \ • HOUSE NET DROP (INCHES) TEST HOLE APPDXIMATE LOCATION ROPOSED TRACTTA-2 SITE PLAN 1'=100' DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 6/7/2004 1 2:30 - 6' - 2 2:40 30 6' 0' PERCOLATION RATE 120+ (MIN. INCH) TEST RUN BETWEEN 1.0 FT. AND PERC. HOLE DIA. 6 (INCHES) 2.0 FT. A FOUR HOUR PRESOAK WAS PERFORMED: 0 YES • NO JODY MAUS PERCOLATION TEST PERFORMED BY: ROB CAMPBELL S'ITHE U F EMU DEPT. OF ENVIRONMENTAL CONSERVATION ANCHORAGE/WESTERN DISTRICT OFFICE 437 "E" STREET, SUITE 303 ANCHORAGE, ALASKA 99501 Flattop Technical Services Star Route Box 7380N Anchorage, Alaska 99516 November 13, 1985 BILL SHEFFIELD, GOVERNOR Telephone: (907) Address: 274-2533 MUNICIPALITY OF ANCHORAGE DEPT. OF HEALTH & ENVIRONMENTAL PROTECTION SUBJECT: Tract A -2A, Kimberly Manor #2 Subdivision Anchorage, Alaska (8621—DA-106) Dear Sir: NOV 1 8 198b RECEIVED The Department has reviewed the subject property for feasibility of on—site wastewater discharge. This letter does not constitute approval or disapproval as the Municipality of Anchorage has approval authority in this instance. The EPA Design Manual for Onsite Wastewater Treatment and Disposal Systems states that for mound systems on slowly permeable soils, the restricting layer should be at least 3 feet below the natural soil. The soils logs indicate the impervious layer at 2.5 feet which does not meet the 3 foot requirement. I would suggest finding an alternate site. Sincerely, Steven W. En P.E. District neer SWE/msm cc: Department of Health — MOA Mu ici tality of nch..>rag'� Novmeber 15, 1985 P.O. BOX 6650 ANCHORAGE, ALASKA 99502-0650 (907) 264-4111 TONY KNOWLES, MAYOR DEPARTMENT OF HEALTH & HUMAN SERVICES Mr. Theodore F. Moore, P.E. Flattop Technical Services 14530 Echo Street Anchorage, Alaska 99516 Subject: Tract A -2A Kimberly Manor Subdivision 112 On-site Sewer Permit Dear Mr. Moore: This will confirm the verbal decision given to you yesterday in my office to deny the request for an on-site sewer permit for Tract A-2 in the Kimberly Manor Subdivision #2. The primary basis of this decision is the very high degree of probability of percolate from an elevated mound system being subjected to freezing after it leaves the umbrella overlying the basal bed area. I have no reason to believe that the twelve(12) inches of peat layer overlying the eighteen(18) inch strata of accepting soil is sufficient to prevent freezing. The soil underlying the eighteen(18) inch strata of accepting soil is impermeable and will not provide a downwards disposal of the percolate. As you will recall, Mr. Bruce Erickson of the Alaska State Department of Environmental Conservation is in complete agreement with these conclusions. Your client does have the recourse of requesting a permit for a holding tank, to pursue the possibility of installing an innovative system such as the Clearwater System or Rid -Waste System, or to form an alliance with an adjoining lot utilizing a community type disposal system. If there are any further questions, please call this office at 264-4720. Sincerely, Robert W. Robinson Environmental Health Division RWR/ljw CIVIL & ENVIRONMENTAL ENGINEERING • ENERGY CONSERVATION & ANALYSIS THEODORE F. MOORE, P.E. 14530 ECHO ST. PH: (907) 345-1355 November 1, 1985 ANCHORAGE, ALASKA 99516 Rodman Wilson, M.D., Deputy Director MOA Dept. of Health and Human Services P.O. Box 6-650 Anchorage, AK 99502 Dear Dr. Wilson: On October 18, 1985 my client, Nick Menegatos, submitted to your Department soils information and a proposed wastewater disposal mound which I had designed to serve a three bedroom residence to be located on Tract A -2A of Two Lots Subdivision (formerly a portion of Kimberley Manor Subdivision). Over the intervening time there have been numerous discussions between myself, my client, members of your staff, and DEC personnel regarding this proposal. Yesterday, I received a "redi-letter" dated 10/28/85 from Susan Oswalt denying the requested permit because "The design and soil test does not meet our minimum requirements for installation". I do not believe this denial can be justified from an engineering viewpoint. While some of the soil characteristics are less than optimal, others are well above minimum requirements and I have made a very conservative, oversized design, which I believe will result in a totally satisfactory on-site wastewater disposal system. Allow me to set forth the facts as I see them. The lot is over two acres in size and is virtually surrounded by public rights of way, giving it an effective area on the order of three acres. At no depth in the test holes was a water table encountered, nor is there any surface water nearby which could be contaminated. The nearest surface water is in a ditch across Rabbit Creek road on the uphill side of the lot. This ditch, incidentally, does contain water year round and does pass along the downhill side of numerous small lots well within 100 feet of recently approved septic systems. The underlying soils on this lot are a gravelly silt (ML). Despite a measured perc rate of 1/8 inch per hour, this soil should probably be classified as impermeable for design purposes. The best soils I was able to locate on the lot are near it's center where one foot of peat is underlain by 18 inches of a reddish sandy loam over the abovementioned gravelly silt. The Unified Soil Classification System does not provide a distinct category for this sandy loam, so I visually classified it as either OL or ML, a sandy silt with some organic material. It is a very dry, friable soil with a perc rate of 13 minutes per inch measured after being presoaked overnight and resoaked two hours prior to the test. The reddish color is a good indicator that the soil is well aerated, a desirable condition for on-site disposal. My original design called for removing the peat layer and placing an additional 2 1/2 feet of clean sand on top of the natural soil for a total of four feet beneath the gravel and distribution piping. I believe that this will provide very effective and adequate filtration and space for oxidation of the effluent before it percolates down to the ML layer and begins to migrate horizontally until it eventually evaporates or is absorbed. To provide an additional safety factor, I sized the base of the sand portion of the mound at twice the area dictated by the percolation characteristics of the underlying soil. Thus I effectively have created a replacement system integral with the original system. The natural receiving layer does extend beyond the perimeter of the proposed mound, and was noted at some other places on the lot, however I have chosen what I believe to be the center of best materials as the proposed location. After Susan Oswalt and Steve Morris expressed some initial concern relative to the thickness of the natural receiving layer, and suggested that they would welcome the opinion of DEC staff familiar with mound system design and operation, I arranged a meeting to discuss the proposed design with Bruce Erickson, the district supervisor at DEC. I invited Steve Morris to attend, but he was unable to do so. During the meeting, Bruce expressed his basic approval of the design, while suggesting that we specify no more than 5% fines in the sand and increasing the sand thickness to achieve 6 feet between the bottom of the distribution piping and the "impermeable" layer. Bruce suggested that we tell your staff to contact him if there was any question regarding his recommendation. Despite this, your staff decided to stick with its original recommendation for denial, based on an internal guideline your office uses which calls for a minimum of 20 - 24 inches of natural receiving soil under a mound. Apparently this number originated in the EPA Design Manual for On -Site Wastewater Treatment and Disposal Systems". The EPA manual, however, defines their 20 - 24 inches as being the distance between the original soil surface and seasonally saturated horizons or bedrock, not merely the thickness of the receiving layer. Interestingly enough, elsewhere in your Department's guidelines entitled Design of On -Site Wastewater Disposal Systems the statement is made that "If a seepage bed design is used, the bed must be laid on a minimum of one foot of soil strata....lying above an impervious strata." A mound is essentially a seepage bed, yet this requirement is a far cry from the 20 - 24 inch requirement refered to above, to say nothing about the six foot separation from an impervious strata required by State law. The distinction between 20 vs. 18 inches is really a very minor point. Such guidelines are based on very rough empirical data, and should not be treated as absolute. While I would not personally recommend it, I understand that some localities allow mound systems to be constructed with no in-situ percable receiving layer over an impervious layer. It is hard for me to see how your staff is hung up on this point affecting neither water table nor surface waters when there are so many genuine examples of public health problems associated with inadequate disposal systems on too small lots directly contaminating water supplies in Anchorage. Would you please re-evaluate this design, and if your staff is still reluctant to issue a permit, then advise me of: (1) The technical documentation supporting their position, and (2) The design modifications necessary to make the system approvable, or (3) What expert or body of experts could convince you that the design is adequate (assuming those experts so decided). Thank you. Sincerely. Cl Ted Moore, P.E. cc. Nick Menegatos Bruce Erickson, ADEC SCRO Lcga MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 L. Street, Anchorage, Alaska 99501 264-4720 SOILS LOG - PERCOLATION TEST PERFORMED FOR: NIG 1C /fene7«r LEGAL DESCRIPTION: rack A - eA DATE PERFORMED: Two G.ok Sub Sandy 01. CNN CEA /P °fry r dduh cofur 61 -ave fly S'i hid airy 5reyish color Some Seam s ocJ 6211 13 sieummalmi e.s OF AL Oe 14 ,• ��•• �. ,''• • 0 15 p : 49TH • .▪ 7.3 0. T �'t"A 16®� •. THEODORE F. MOORE • t A .11CE - 3589 : • O 17 s� '• ....... 18 O, k ratessian e•s SLOPE / r SOILS LOG a PERCOLATION TEST I o / /6 /i56 - Sub WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT DEPTH? SITE PLAN "?..3y\N r11 -tZ 'pa 4 so 190 Olt a 0 No O !0 Reading Date Gross Time Ne Time Depth o Water Net Drop t l0/(7 2, -Si en "- 23 1/Y L 3:o( to min 2Y 1/2 11/9n 3 3:02 — 233/r¢ H 3 i i 2 f0 nr,n 2 y y/6 .7/5 ii s 3; .3 - 22 '/;§ - 6 3 ; 23 10 men 23 37y 74f' 7 3`2y - 2e X3/,6 - B 3 3y la twin 23 '/f 13/( " PERCOLATION RATE 12,3 (minutes/inch) P 183 LD'/SMI T 14. k2 TEST RUN BETWEEN 1'5 FT AND 2119 FT COMMENTS f'erc derf con oleic fee, -in 2' deer hand city, hole, pre seaITPct L6 Vito vn l0/t6i and 10:3o 4/1 10/17. F'reviuc-el T. ti # f £ailed /yr,7eer lest in Gt -r € Si°.$f ` PERFORMED BY: FIGS* it/1M ( $2J/er✓ic.Q/ CERTIFIED BY: CT 0e .ittc_ DATE: (0/17 (as - 72 -008 (6/79) PERFORMED FOR MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 L. Street, Anchorage, Alaska 99501 204-4720 SOILS LOG - PERCOLATION TEST Nlelc 1`1 eavakes LEGAL DESCRIPTION: ,/ a.E.11- - e 10 11 12 13 4 15 16 17 18 19 20 a v 0�C 24 3 - Sb r<T Pt 1-11. Sandy, _dAr Ora cut ac 6J 8Vo4duh DATE PERFORMED: ( SOILS LOG L$ PERCOLATION TEST 10/16 /i ce trim Ger 14. Manor ##- e Sat, SLOPE SITE PLAN Si /# pori/ -:. co/or 6-reive 1( y Se 01d dry 3reytsh color Some seam s ®� e�°9_ ca'` * tnM v 'c sere Gifict -kr it13. H. TiFin f car M ■IMOi ■ NMI MINN NMI III Ell WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT ®ila.a1j11© DEPTH? AreAllt, -°o 49TH. >o°°.°.*®121 00000000.0000.a°°..°a°° THEODORE F. MOORE .09 0. ea CE•3589 °° Q -rM t2 0 5 L O 1111 III II Iller aninspAr Rismommairal SI NMI WAN MINN Reading /MwR� Date Gross -Time x, Net - Time . Depth to Water Net -: Drop: r /0117 'ter Pre 23 ,r 2 3;ar to 04, 2i9 "t It/wtt, 3 • :©2 833/i 11 - 70 run 2 ty % 746 a 6 3 .. 23(O thin 23 "f 7/8 r, ' 7 3: e r e i3/TG m 8 3; 3y 10 . n 22 1/2 13/(Gtt PERCOLATION RATE 1 2,3 TEST RUN BETWEEN 1,,; COMMENTS Pere eon 0etec Aeoe to 2 t oFee handl FT AND es� 10/!6 and (0,'30 4e -r r0/I7. Prevwc4r PERFORMED BY: Ptah*® %QC61nica( .Sere4c.e- . - 72-000 (6/79) (minutes/inch) 183 P..I rMoerrn 2. o FT / ©le re staked .. Vqo Pre 10/ r y Mei" 7:H Pi / faded pre CERTIFIED BY: /eat DATE PERFORMED FOR MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 L. Street, Anchorage, Alaska 99501 264-4720 SOILS LOG — PERCOLATION TEST N rt k Mege oci-o LEGAL DESCRIPTION 2 3 4 5 6 7 8 9 10 11 12 13 DEPTH (FEET) Tie• Loo S2 7'r acf /4 - ? A 1-0-n r-h-eFl . Pl a Fo -- -- r- z SL PE SITE PLAN Lag SOILS LOG (til PERCOLATION TEST DATE PERFORMED: /0 //6 /8S M G. Fill .naiertat( Pl' Ovantcs N O-rey self �yM Ml - Silly %ino(y 6 -rave/ Brawn 6.rave((y Sandy WAS GROUND WATER ENCOUNTERED? Grey 14 (i .14. ®®®®tea%It 15 (.1F ..`1i *fir 49TH '•sr*d 16 17 18 19 20 0 0 0 T 0 4. THEODORE F. MOORE �• 1 0 -rt-i COMMENTS CE - 3589 e"sf•'••0.. ''• gra I®0 h notessloOs #( lo(e IF YES, AT WHAT DEPTH? iLo L O t t z 2 -9 i N T. a *1 J O t Reading Date Gross Time Ne Time Depth o Water Net Drop '1 I r . PERCOLATION RATE > 60 (minutes/inch) TEST RUN BETWEEN 5.0 FT AND 473r - FT is in vi.cinely of ,,.. sioc€r bartn✓` 4a c&e/ec( 7/7/6/, 6''ctrct hole OLe 'rn OM sitra/a and Palen( e.', r2" Ac 10 preen soak. reit rate cacti z. A 6c7 9 .n /1 rich , PERFORMED BY: CERTIFIED BY: ��- T. 2treetCDATE: Io/I7/44- F(021%/0 T chnrett/ 5.erairet 72-008 (6/79) f ^7NICIPALITY OF ANCHORAt?h �/ � Department of Health & Human Services . li ot` LJ l/ 3 -t On -Site Sewer/Well Permit Application SINGLE FAMILY DWELLING Name of Applicant n� I11li 6/263 »7�� ��/ Day Phone I /4____3� --4.07.,__-) Mailing Address Ser, 43 idLit S E Ada) Zip Code % TWO Loi , 5�e,d v/I Sl m,---) Lot Block Subdivision l/MMMt,i A A Legal Description /\ Section Township Range Lot Size S(^� , 003 -k Acres, Sq. Ft. Inspections�will be conducted by: 9 VjApproved En6ticieNRV-14rRE ANCHORAci Number of Bedrooms- DEPT. OF HEALTH & Municipality (permitpisivIR5IIlitht#fUAAL PROTECTION Does your house contain any of the following: Hot Tub, Swimming Pool, Therapy Pool, Jac zzii, 1 U 1985, or Water Softener Unit? If yes, which one?/-fr! C-/ r2 11 duxThis application is for: Sewer Only X Sewer and Well Sewer U E WED Well Only I certify that the above information is correct. I further certify that this application is being made for a Single Family Dwelling and in accordance with applicable Municipal codes. Property OwnevExcavat Fees Receipt # Permit # ell Drille rb 4,fdasAa lei gr ICI' i (0 3 y Ur ? I cibt C-0 tn 0 xa t€ I v9, J N 3 ro R a o S 5 r tiabefi/a i.91 •0 1• Cs� (2) rTh Meet&aock' Wer,rfeu/a/er- ®isf:,esat A-4 nc( SpeCcollealedekr Cc, c. d. 1/ 2 a l_7'ravelrnenSions ror : e 0 ' x 3 0' - 60v sr Sf T%+c(rnes! (, ea ..c/ Base : 2.,5- ' s 35 r Vo ken e: 3 Y is ,nctier 87.5" srf it re 3 P,f Run Sand. cI,vnens can_r 0. 'Me: b. 7 -hit. Fro est Case; aQ fre u+n e : Cover ruder ice Minim czar) p„SS.35 r 8 75 Sr. Fl a.S 5/ Cmrni,». J 351 >S45'' _ (575 5f rFN 10 /18/85 2,O' a+.er Vi b(u.e boc rcC, or er,iuolen I. S+rr(e s(ars no Steerer -Moe) 3't Oc4Iermo41- surface Dup'f"".9 4®tOF A t ) 0.HeoDORE F. oORE F Q'R. • 9 . CE -358 4 Pro z0,7 °e f Ail sa(rcX rye Perforakcl rre I ed roJSdrrre Per.-sra%dd p ' e- 10 be-bpsv+( and seec/Ko( ie big /3STt7 030:3V or (-rs 6e An -1i D z?29 or t0 b� (ceie leve/ v to be 28 /07 rccnJ ho(os eru tva (en/ 47u+(en/ oeo+-on /J-(( co s%u(( conform cvi1-h 11oe - P lf(4S refu, revnen%4 and glee (AC cx{w:,.r 4-4 41/4_n- 221 SUBJECT H MESSAGE ct. 7i /r-7 / 4/1 A-ce!n?A / itt it 7 h D a /- t-Tct �x P J_ -e-rn E- li l F o M5p � - / Wl/Ce- �J.y-itN�f- f P iJ 4 /(/ f er 0_4 DATE /G /J- cct 74.AA, 61.4 ----aa ,r -.-t// ,z/ ay •liL..O 44449 , ,140 SIGNED REPLY REDIFORM ® 4S 472 SIGNED SEND PARTS 1 AND 3 INTACT - PART 3 WILL PE RETURNED WITH REPLY. DATE / / POLY PAK (50 SETS) 4P472 Parcel I.D. Municipality of Anchorage Development Services Department Building Safety Division On -Site Water & Wastewater Program 4700 South Bragaw SL P.O. Box 196650 Anchorage. AK 99519-6650 www.clanchorago.ak.us (907) 343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL FOR A SINGLE FAMILY DWELLING 01'4--DR-4- 0 cosA# QIQ�hy/n�� 1 Expiration Date: ! - r 06 1. GENERAL INFORMATION Complete legal description TWO LOTS; TRACT A- 2A, Location (site address or directions) qqO I TWDu rs (_v79 L. (/\ Current Property owner(s) +AAA. kf'Y l (i1ss1j'L).C-1t 0.11 Day phone 907-258-2537 Mailing address Lending agency Mailing address Real Estate Agent Mailing address AP -roc. ,kion 0,1x, /‘ ' 41 5Z tr- 101 Day phone Day phone Unless otherwise requested, COSA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: 3 3. TYPE OF WATER SUPPLY: Individual Well Individual Water Storage Community Class Well . Public Water System TYPE OF WASTEWATER DISPOSAL: Individual On-site Individual Holding tank Community On-site Public Sewer The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of On -Site Systems Approval (COSA) based only upon the representations given in paragraph 4 by an independent professional civil engineer registered in the State of Alaska. Certificates of On -Site Systems Approval are required for the transfer of title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or water supply system. DSD also Issues COSAs upon request to homeowners. Certificates of On -Site Systems Approval are valid for 90 days from the date of issue for properties served by a private or Class C well and may be reissued with new water samples. (Certificates may be reissued for a period of up to one year with valid water samples.) Certificates are valid for one year for properties served by Class A or B wells or a public water system. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 4. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, 1 verify that my investigation, based on procedures outlined in the Certificate of On -Site Systems Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is(are) safe, functional and adequate for the number of bedrooms and type of structure Indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. Name of Firm Address GARNESS ENGINEERING GROUP. Ltd. 3701 E. TUDOR ROAD, SUITE 101 • ANCHORAGE. AI< 99507 Engineer's 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 & Regulations. The reported results described the performance of the system under the conditions encountered at the time of the test, and separation distances measured to readily identifiable features. The operational life of all wells and septic systems depend on the local soils condition, groundwater levels that may fluctuate during the year, and the water usage of the family being served by the system. These conditions are outside the control of the evaluator of the system. Satisfactory test results do not guarantee future performance of the system, nor do they guarantee that there are no hidden defects or encroachments. GEG, LTD. can therefore not provide any warranty or future estimate of how long the system will continue to meet the operational requirements of the ADEC or MOA DSD. The content of this report is for the sole benefit of the owner listed above. My reliance upon or use of this report by any other person or party is not authorized, nor will it confer any legal right whatsoever. 5. DSD SIGNATURE V Approved for 3 bedrooms. Disapproved. Phone 337-6179 Date rllz dcct ffrey A-t36mess. C�>�-7953• Q's„ 1. z.3. • �c4PG GvProf•es1001 �40000�c Conditional approval for bedrooms, with the fllowing stipulations: ,ll`tt�\�Y1u�. -....... vot .'re•t. t- - : • ONSITE ;7 :_ WATER AND • ost mE L t WASTEWATrR -- t. PROGRAM fit S/ENS j AA Attachments: COSA Checklist Septic System Advisory Well Flow Advisory Nitrate Advisory (Rev. 12/01) Arsenic Advisory Manitenance Agreements Supplemental Engineer's Reort Other Original Certificate Date: ' re . S- 0 6 A. 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.ancf arege.ak.us (907) 343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST Legal Description: TWO LOTS, TRACT A- 2A WELL DATA Well type PRIVATE If A, B, or C provide PWSID# N/A Date completed 7/19-21/05 Sanitary seal (Y/N) YES Total depth 220 ft. Cased to 220 ft. Date of test Static water level Well production FROM WELL LOG 7/19-21/2005 130 ft. 20 gpm WATER SAMPLE RESULTS: Coliform 0 colonies/100 ml. Arsenic: <5.0 ug /L 8. SEPTIC/HOLDING TANK DATA Parcel ID: 017-07 ¥ - 01 Well Log (Y/N) YES Wires properly protected (Y/N) Casing height (above ground) AT INSPECTION NEW WELL ft. g.p.m. Nitrate 0.246 mg./L. Date of sample: 1/9/2006 Tank Type/Material STEEL/ADVANTEX Tank size 1500 gal. Number of Compartments E Cleanouts (Y/N) Y YES 24 in. Other bacteria 0 colonies/100 mi. Collected by: GEG, LTD. Date installed 4/7-12/2005 Foundation cleanout (Y/N) Y Depression over tank (Y/N) NO Date of pumping NEW C. ABSORPTION FIELD DATA High water alarm (Y/N) YES Pumper NEW SEPTIC SYSTEM 'BELOW FINAL GRADE I Date installed 4/7-12/2005 Soil rating 41).4.4$r ft%drm) 1_0 System type ADVANTEX Length 30 ft. Width 15 ft. Gravel below pipe 0.5+ ft. Total depth 3.61. ft. Eff. absorption area 450+ ft' Monitoring tube YES Depression over field NO Date of adequacy test NEW Results (Pass/Fail) PASS For 3 bedrooms Fluid depth In absorption field before test N/A in Water added N/A gal. New depth N/A in Elapsed Time- N/A min. Final fluid depth N/A in. Any rejuvenation treatment (past 12 mo.) (Y/N & type) NEW If yes, give date Absorption rate >= 450+ g.p.d. D. LIFT STATION Date installed 6/16/2005 Size in gallons 1500 Manhole/Access (Y/N) "Pump on" level atThR in. "Pump ofW level at Tom+ in. High water alar level at 46"+ in. Datum BOTTOM OF TANK Cycles tested NEW Meets alarm & circuit requirements? YES E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: x.001+ On adjacent lots 100'+ Septic tank/lift station on lot j Absorption field on lot 1001+ On adjacent lots 100'+ Public sewer main N/A Public sewer manhole/cleanout Sewer /septic service line 25'+ Holding tank N/A Animal containment areas 50'+ Manure/animal excrete storage areas 1001+ SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation 5'+ Property line 54- Absorption Held 5'+ Water main N/A Water service line 10'+ Surface water 100'+ Wells on adjacent tots 100'+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line 101+ Building foundation 10'+ Water main N/A Water service line 101+ Surface water 100'+ Driveway, parking/vehicle storage 101+ Curtain drain NQNEILNQ Wells on adjacent lots 100'+ F. COMMENTS WA G. ENGINEER'S CERTIFICATION 1 certify that 1 have determined through field inspections and review of Municipal records that the above systems are in conformance with MOA COSA guidelines in effect on this date. Engineer's Printed Name JEFFREY A. GARNESS Date i 127 as COSA Fee $ Date of Payment Receipt Number (Rev. 12101) `�. 58gN KN Waiver Fee $ Date of Payment Receipt Number SCS Ref M Client Name Project Name/M Client Sample ID Matrix PWSID 1060097001 Gamcss Engineering Group, Ltd. Two Lots SD Tract AZA Two Lots SD Tract AZA Drinking Water 0 All Dates/Times are Alaska Standard Time Printed Date/Time Collected Date/Time Received Date/Time Technical Director 01202006 17:44 01/09/2006 15:00 01/09/2006 15:19 Stephen C. Ede Sarnole Remarks: Parameter Results POL Allowable Prep Analysis Units Method Container ID Limits Date Date Init Nitratc-N Metals by ICP/MS Arsenic Microbiology Laboratory Total Coliform 0.246 5.00 0 0 0.100 mg/L EPA353.2 D (<=10) 5.00 ug/L EP200.8 C coU100mL 5112092226 A (<1) 01/09/06 IC 01/12/06 01/18/06 SCL 01/09/06 TLF N NN SEPTIC rwT9 —� • 19 rigid veins -•' • 9EP11c C011T110L PANEL _AC sync resitom SEpnc Amu• 149.0' N RETAINING "PALL:- — 'RETAINING WALL"' ST neer ENTRY N a4 rp e•wA04 ISN, ;eCONO FLOOR " ENTRY • f. O he. 0 Cri Ws TE 'TA IA '-•���� t DWttM. r �^4 csInw THA, D TA 2910'14' !772'31' :9'6Y27' C5 11'00' or �oTss'12' IlAava 917.1T 2604 so.otr 60.00' 70.00' IJNORI N60s• 36-12' 20.00' 12.2r 32.10 tANO[NT 22D.70' 2100' 13.36' 0.1♦ 1651 FOR: s31f33t4rE 6034 GRAPHIC ;GALE. 1 Inch • eo ref to 5 o i. ie ea TY.. A•-1 VERTICAL DATUM WAS ASSUMED Aaron Cox [ninon og nalinit. Inc. 0170 Vanguard Drive, Butte 203 anchorage, AInka 90607 i10ip 668-6060 Data OA Boala I \ h,. Lagaf Deroription 2900 Drawn by D1p _ _a d Hooks t hcrvby vartlry that the property daecrlbad hereon has been surveyed by ma, or at my dtregUvh, and that the tnlprovem•nla situated thereon are within the property Ilnea and do not orarlap or encroach an tM property lying entlaraltt thereto ualeu otherrtaa shown. That no improremente on the property lying adJaaent thereto enoreseh on the ppremlrer In pueetton and that then are na roadway-. transmission lines yr other easements on plata property axaapt ss Shown. It 1a the reasonability of the owner er builder, prior to vunrtructton, to veiny proposed budding Prada relative to finish grade and utility vunnev ane and to determine this existence or any aaeemanb, covenants. or restrictions which do not appear on the reoordad subdivision pita. Listed distances prevail over sealing. Reproduction may Gauge dkttortlen. 92O Traot A -2A TWO LOTS SVBUIVISION .J ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT MEMORANDUM OF UNDERSTANDING BETWEEN MUNICIPALITY OF ANCHORAGE AND :SW a Ann (nV THIS MEMORANDUM OF UNDERSTANDING made and entered into as ofthis o Day of :54 f1J&Q..rti of 201b by and between :It L -t, Ahr\ (UL herein the "OWNER," and the Municipality of Anchorage, herein the "MUNICIPALITY." In consideration of the mutual covenants contained herein, the parties to this Memorandum of Understanding agree as follows: 1. ADVANCED WASTEWATER TREATMENT SYSTEMS. Municipality grants permission to Owner to utilize and operate{�an Advanced Wastewater Treatment System (AWWTS), described as adknn-±-.( located at L1346 "roRe--r .&- cQA , Anchorage, Alaska. qt/01 7100(145 6LrZAc A/A 2. Definitions. A. Alteration. Any change to the design or function of an AWWTS that Includes the installation or removal of any pans, components or pieces not included in the original construction permit and design. Prior to performing any alterations to an AWWTS the owner must obtain a Wastewater Disposal System Construction Permit from the Municipality pursuant to Anchorage Municipal Code thereinafter, "AMC") 15.65. B. Certificate of On -Site Systems Approval. An approval by the Municipality of existing water and wastewater disposal systems given at the time of property sale and title transfer in accordance with AMC 15.65. • These approvals certify that the systems are adequate for the homes that they support and meet the codes that were in place at the time of system construction. C. Damage. Any man-made or natural change in a system that would inhibit the system from performing as designed. D. Maintenance and Repair. The scheduled and as needed replacement of existing parts, components and pieces of an AWWTS that were included in the original design which would allow the AWWTS to continue to perform as designed. E. Permit (Construction) An On-Site Wastewater Disposal System Construction Permit as defined by AMC 15.65. F. Permit (Operating) An Advanced Wastewater Treatment System Operating Permit. An annual permit, issued by the Municipality, that allows the Owner to operate an AWWTS, upon meeting all the requirements of this agreement, the conditions of Operating Permit, the requirements of the On-Site Wastewater System Construction Permit and all relevant provisions of AMC 15.65 3. Fee. Owner shall pay to Municipality an annual fee of .00), payable on or before the issuance of the operating permit and annually thereafter. The annual fee is due on or before the anniversary date of the approval by the Municipality of installed system. 4. Term. The term of this Memorandum of Understanding shall be for the life of the AWWTS. The term begins on the date of approval by the Municipality of the installed system and shall continue while the AWWTS system is in use or operational or until the property is sold or title is transferred by owner and a new certificate of On -Site approval is issued to the new owner or transferee of the property. 5. Alterations, Installation and Removal of Additional Equipment. Owner agrees not to make any alterations, removal of parts or additions to the AWWTS without a Construction Permit from the Municipality. 6. Maintenance and Repairs. A. Throughout the term of this Memorandum of Understanding, the Owner shall maintain AWWTS in good repair. In addition, it shall be the responsibility of the Owner during the term of this Memorandum of Understanding, and any extensions or renewals thereof, at the owner's sole expense, to pay for any and all: (1) repair(s), (2) maintenance, (3) adjustment(s), (4) replacement costs, and (5) inspection costs. Further, Owner agrees to comply will all applicable ordinance, laws, regulations, rules and orders for the AWWTS. B. Owner agrees to provide the Municipality a written schedule of routine maintenance and repairs which have been performed on the system pursuant to the terms and conditions contained in the Owner's AWWTS Operating Permit. This schedule shall be submitted to the Municipality annually upon the renewal of the permit. The schedule of maintenance and repair contained in the Owner's AWWTS Operating Permit is: k1 i C. Owner acknowledges tat the fine schedule for failing to maintain and repair an AWWTS are codified in AMC 14.60. D. Owner agrees that only maintenance, repair personnel certified by the Municipality will inspect and make any necessary maintenance, repairs or permitted alterations to the system. E. Owner agrees to grant the Municipality reasonable access to test and inspect the AWWTS upon 24 hours written notice. F. Owner agrees that any sale or transfer of title of the property will not occur without a new Certificate of On -Site Systems Approval. G. Owner agrees that the relevant provisions of the standard specification guidebook for AWWTS is the governing professional guidelines for the construction, maintenance and repair of the Owner's AWWTS. 7. Nonwaiver. The failure of either party at any time to enforce a provision of this Memorandum of Understanding shall in no way constitute a waiver of the provisions, nor in any way effect the validity of the Memorandum of Understanding or any part hereof, or the right of such party thereafter to enforce each and every provision hereof. 8. Amendment. A. This Memorandum of Understanding shall only be amended, modified or changed by a writing, executed by authorized representatives of the parties, with the same formality of this Memorandum of Understanding was executed and such writing shall be attached to this Memorandum of Understanding as an amendment. B. For the purposes of any amendment modification or change to the terms and conditions of this contract, the only authorized representatives of the parties are: • Owner: CatiL O M' 64 1 Anchorage: Purchasing Officer C. Any attempt to amend, modify, or change this contract by either an unauthorized representative or unauthorized means shall be void. 9. Jurisdiction: Choice of Law. Any civil action arising from this Memorandum of Understanding shall be brought in the Superior Court for the Third Judicial District of the State of Alaska at Anchorage. The laws of the State of Alaska shall govern the rights and obligations of the parties under this Memorandum of Understanding. 10. Severability. Any provisions of this Memorandum of Understanding decreed invalid by a court of competent jurisdiction shall not invalidate the remaining provisions of the Memorandum of Understanding. OWNER: MUNICIPALITY: Byc , W'JU _ By: Title: Date: v\' 2Sl 6 0 (_0 Date: STATE OF ALASKA THIRD JUDICIAL DISTRICT / The fore oin strumen was ac µledged before me this oi$�QJJ d�y of/ ' 20a, by c �-lc-tt eift , the 1-ifitle ttttlittior — -- k`�EtN MAR'S'% • ARY PUBLIC FOR LASKA /e `�` e .� • u y..r My Commission expires: ,4t1 =i?'.ePi * _ Puta•k- ) ss.