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US SURVEY 3200 LT 19 E182'
US Survey 3200 Lot lc) EI8Z' #090-041-5O THE S'UrR Department of Environmental Conservation Division of Water 01ALASKA Wastewater Discharge Authorization Program 555 Cordova Street GovERNOR BILL WALKER Anchorage, AK 99501 Main: (907)269-7519 Fax: (907)334-2415 August 17, 2015 Jeff A. Garness, P.E. Garness Engineering Group, Ltd. 3701 east Tudor Road, Suite 101 Anchorage, Alaska 99507-1259 Re: Indian -USS 3200, Lot 19 East 182'- Waivers and review of Engineering Documentation for a New Intended Use of an existing Facility that has been Evaluated by the Municipality of Anchorage-ADEC Plan Tracking Number 252hi Dear Mr. Garness, On July 22, 2015 the Department received an engineering plan submittal with documentation for the USS 3200, Lot 19 East 182 portion which was to allow a review of four waivers and the changes made to create a Class C Public Water System for a new Bed and Breakfast on this Lot. The waivers were evaluated for the existing septic tanks and found that the 150 foot distance could still be protective of public health if reduced as follows: The septic tank servicing the one bedroom ADU is reduced to 121 feet per the engineer's recommendation. The septic tank serving the two bedroom home is reduced to 128 feet per the engineers recommendation.. The onsite soil absorption field is reduced to 102 -feet per the engineers recommendation. The lift pump on Lot 19 A is also waived from the 150 foot distance to the existing 100 foot distance per the engineers recommendation. A continent on the waivers as were requested by the engineer. This is an older site with activities not expected to increase use and has been reviewed With this concern to the overall site. Should it be found that the site condition endanger public health or are a public health concern, the waivers will be rescinded. The testing for nitrates as nitrogen were accomplished the value of 1.56 mg/1 on 6/12/2015. This testing needs to be accomplished on a regular basis to ensure protection of public health. Please keep a copy of the test records on file at the facility. As this water system is a Class C Public Water System. This approval does not imply the granting of additional authorizations nor obligate any state, federal or local regulatory body to grant required authorizations. Any person who disagrees with this decision may request an adjudicatory hearing in accordance with 18 AAC 15.195- 18 AAC 15.340 or an informal review by the Division Director in accordance with 18 AAC 15.185. Informal review requests must be delivered to the Division Dire'c'tor, 410 Willoughby Avenue, Suite 303, P.O. Box 111800, Juneau, Alaska 99801, within 15 days of receiving the decision. Guidance information on the informal review process may be found at http://www.dec.state.ak.us/commish/Review- Guidance.htm. Adjudicatory hearings requests must be delivered to the Commissioner of the Department of Environmental Conservation, 410 Willoughby Avenue, Suite 303, P.O. Box 111800, Juneau, Alaska 99801, within 30 days of the decision. If a hearing is not requested within 30 days, the right to appeal is waived. Thank you for your cooperation. If you have any questions please do not hesitate to contact me at 269- 7519, Respectfully, William R. Rieth, P.E. Environmental Engineer a000�4pppp (NTS) 75, f2P49TH A.\7*00 /at_ v0 t SEAN M. BOLENDER CoQ Oe LS -12800 4 • °ip ee •fir �o \ fessionLA \"Oooc Ap000oa Z_ Oto SEWARD ANCHORAGE HIGHWAY NOTE: THIS DRAWING SHALL NOT BE MODIFIED FOR USE AS A PLOT PLAN WITHOUT THE EXPRESSED WRITTEN CONSENT OF LCG LANTECH. ORDERED BY: MATT DUFRESNE LEGAL DESCRIPTION: AS -BUILT ^-^UILT EAST 182' OF LOT 19, U.S. SURVEY No. 3200, INDIAN CREEK SMALL TRACT GROUP ern Inc nJcefiEedirne • en9h Beta y. • 4u weibui 250 1-1 Street Anchorage, Alaska 99501 Survey Department Phone 562-5291 Mainline Phone 243-8985 SURVEY CERTIFICATION: LCGLANTECH, INC HAS CONDUCTED A PHYSICAL SURVEY OF THE PROPERTY AS SHOWN ON THIS DRAWING AND CERTIFIES THAT THE IMPROVEMENTS SITUATED THEREON ARE WITHIN THE PROPERTY LINES AND NO ENCROACHMENTS EXIST OTHER THAN NOTED. EXCLUSIONARY NOTE: IT 18 THE OWNERS RESPONSIBILITY TO DETERMINE THE EXISTENCE OF ANY EASEMENTS, COVENANTS, RESTRICTIONS OR RIGHT-OF-WAY TAKINGS WHICH DO NOT APPEAR ON THE RECORDED SUBDIVISION PLAT. UNDER NO CIRCUMSTANCES SHOULD ANY DATA HEREON BE USED FOR CONSTRUCTION, FOR ESTABLISHING PROPERTY LINES, OR FOR PLOT -PLAN PURPOSES. LEGEND: SEPTIC STANDPIPE WATER WELL NTS © POWER POLE 0 NOT TO SCALE DRAWN DATE: 06/03/2015 Asphalt'1 : in Conorete , WORK ORDER: 15023 DRAWN BY: MJH PLAT: USS 3200 CHECKED BY: SMB GRID: 4455 SCALE: 1" = 40' REF: 05L307 , Municipality of Anchorage Community Development Department Page ! of 3 On-Site Water and Wastewater Program 4700 Elmore St. · P.O. Box 196650 Anchorage, AK 99519-6650 · http:llwww.muni.orglonsite · (907) 343-7904 ON-SITE WATER AND WASTEWATER INSPECTION REPORT Permit Number: OSP111149 PID Number: 090-041-50 Name: WASTEWATER SYSTEM [] New [] Upgrade Matthew Dufresne ~ORr__~PTION FIELD Address ~ Deep Trench [] Shallow Trench [] Bed [] Mou_,,,q~'~ 250 Karalyssa Drive, Indian, AK, 99540 "~ Other Existing Phone I Number of Bedrooms Soil Rating ~ Total depth fr0.,~g~inal grade 907-720-2133 [ 3 - ~D/SFI / - Ft. LEGAL DESCRIPTION Depth to pipe invert from origi~ ,C,,t~vel depth beneath pipe Subdivision Block Lot_ / _V_ - Ft. U.S.S. 3200 19 E 182' Fill added above original gracle,~ ~~ength Township Range Section J'~' '~'- Ft. ~ - Ft. Gravel width / Beds: Number of Lines Dist~between.~. lines ~ ~ (from logs/tests) [] New [] Upgrade,,,,~ / Ft. - . ~ Ft. C_lass. ifi.c-~'aflq~Private, A,B,C) TotalDept, ICa~.~ Tot~;;~Srptionarea _Uumberoftrenches Dist. betweent'~s Existing ~ I - ~- Ft. Driller I Drill~ TANK [] Septic [] S.T.E.P. [] Holding [] Other ;ield I Pump s~~Casing h~ight ablve groundFt' ManufactUrer I Capacity Greer Tank I 1000 Gal. - G~..J,,,,~- Ft.l'~.,~ - Ft. Material ]Number of compartments Water_~ ug/LColiform-- ~mt~l/_~gmg L-'tF,~TATIoNP°lyethylene SEPARATION DISTANCES - ~ ]_~,.'~ - Gal. To Septic Absorption / u ~ ..... Holding Sewer From Tank Field _,,~ o~,~L,u. Tank Line Pump on level at Pum~ High water alarm at Well 100'+ - - - 25'+ - 'i~/-~ ~- ~ ~ - in. Surface Water 100'+ - - - ~el Electrical ,nspect~medby Lot Line 5'+ - NA Foundation 5'+ - - PIPE MATERIAL D3034 Curtain Drain N/A - - BENCH MARK Assumed elevation 96.80 Remarks: Location and description Door Threshold on Shed Installer Wilco Contractors InspectiOndates: 1st 7/22/2011 ~ Inspector GEG, Ltd. 2nd ,,~ ~.9-[ COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL Conditional Approval: Date ( ~ ~;;,;;,.s....~i Approved {/] oj//~/' /,// ~~ Date O/-~-/[ ,.-. , \\Gegl\gegfiles\WASILLA? 2I~ /MER, GIRDWOOD, INDIAN~U.S. SURVEY 3200\LOT 19 (E. 182 f0\Ins 3ection.doc AS BUILT DRAWING OSP111149 - 090-041-50 FINAL GRADE = 96.91-96.97 TOP OF TANK AT MT INLET = 94..57 CO CO OF TANK AT OUTLET = 94.55 INLET INVERT OF BUNG AT INLET = 93.89 NEW 1000 GALLON GREER POLYETHYLENE SEPTIC TANK INSULATION OUTLET OF BUNG AT OUTLET = 93.66 -- TANK BEDDED W/ SAND PROFILE AS-BUILT FOR NEW SEPTIC TANK 7/2.5/2011 (Rev, 01/05) PERMIT NUMBER: AS BUILT DRAWING PARCELID NUMBER: OSP111149 - 090-041 -50 ,.. ~ NOTE: ALL SEWER LINES ~ t~ARALY.sqz~ r~,-.... ~ WERE INSULATED WITH 4" ~. ~'-----___~"~°'-' u~/v~ ~.~ ~ooo ~~ ~u~o~.~, ~' w,~ ~ 'x I // TO EXI~I ' ~,, / ---., / / ',,, / ',, /' / / / ........................... ~ ~..-. .... ~,- .~-~z~ CONSULTAN~ & GENE~L CONTRACTORS ~ ...... ~:~'=~j PREPARED FOR: IPHONE NUUBER' I PAGE NUMBER: ]~-,[.~;. · ~,Z~H~W ~Ur~S,E I (~OZ) ZkO-2~ I 2 or ~ t.~...~. "u~,f~'~, ~r..~ AS BUILT DRAWING OF NEW SEPTIC TANK 7/25/2011 ill ST1 90.15 94.79 36.35 ST2 85.41 90.50 41.75 MT 88.00 9,3.77 41..39 DBL1 83,90 88.80 4.3.03 DBL2 83.22 88,4.7 43,98 (Rev. 01/05) On-Site Wastewater Disposal System Permit Permit Number: OSP111149 Tax Code Number: 09004150000 Work Type: Septic Permit Effective Dates: July 12, 2011 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 Upgrade to July 11, 2012 Design Engineer: GARNESS ENGINEERING GROUP LTD Subdivision: US SURVEY 3200 Site Legal Address: US SURVEY 3200 LT 19 E182' G:4455 Owner/Address: DUFRESNE MATTHEW PO BOX 231081 ANCHORAGE AK 995231081 Site Mailing Address: 250 KARALYSSA DR, Indian 'tment Lot Size in Sq Ft: 57552 Total Bedrooms: 3 This permit is for the construction of: N Disposal Field Y Septic Tank N Holding Tank N Privy N Private Well N Water Storage All construction must be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska Wastewater, ', Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80). 3. The wastewater code requires inspections during the installation. The engineer must notify the Development Services Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either: A. Open and Clbse on the same day. B. Covered, sealed, and heated to prevent freezing. Date: Date: MUNICIPALITY OF ANCHORAGE Community Development Department Development Services On-Site Water & Wastewater Program Phone: 907-343-7904 Fax: 907- 343-7997 Mayor Dan Sullivan On-Site Sewer/Well Permit Application For A Single Family Dwelling Parcel I.D. 090-041-50 Property owner(s) MATTHEW DUFRESNE Mailing address P.O. BOX 251081 * ANCHORAGE, AK * 99525 Day phone 720-2155 Site address 250 KARALYSSA DRIVE * INDIAN, AK * 99540 Legal description (Sub'd, Block & Lot ) U.S.S. 5200; LOT 19, E182' Legal description (Township, Section & Range) Lot Size. Sq. Ft. Number of Bedrooms 5 THIS APPLICATION IS FOR: ( [] all that apply) Absorption Field [] Septic Tank [] Holding Tank [] Privy [] Private Well [] Water Storage [] THIS APPLICATION IS AN: Initial [] Upgrade [] Renewal [] THIS APPLICATION INCLUDES A VARIANCE/WAIVER REQUEST FOR: N/A 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: Date of Payment: Receipt Number: Permit No. (Signature of property owner or authorized agent) oT[O0 - Tr,,J~¥.,, ~e.~-m°~Waiver Fees: ~ -- ") - [ { Date of Payment: ~;:)(~,rO"~ IH Receipt Number: )t ti Waiver No. (Rev. 01/11) GARNESS ENGINEERING GROUP, Ltd. July 1, 2011 Municipality of Anchorage Development Service Department On-Site Water & Wastewater Program 4700 Elmore Road, P.O. Box 196650, Anchorage, Ak 99519-6650 (907) 343-7904 Ref: U.S.S. 3200; Lot 19 E182', To whom it may concern: The existing property is served by a private well and septic system. The septic system consists of a septic tank and a bed type drainfield. The shop/shed to the west of the driveway (see attached design drawing) has a 200 gallon water tank in it. The homeowner is proposing to install wastewater service to the shop/shed. We are proposing to install a 1000 gallon septic tank, served by the shed, and connect it to the existing drainfield. Attached is a design drawing showing the location of the proposed septic upgrade. I am unaware of any adverse impacts this upgrade would have on adjacent wells or septic systems. If you have any~estions, please contact us at 337-6179. Thank you for your assistance. 7;~e~' tJ~SS, P.E, M S 3701 E. Tudor Road, Suite 101 * Anchorage, AK 99507-1259 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.gamessengineering.com PROPOSED CLEANOUT DRIVE '~ PROPOSED 1000 GALLON SEPTIC TANK DOUBLE EXISTING DRAINFIELD SEWER LINE TO BE W/ 4" INSULATION, 4' WIDE UN. DER DRIVEWAY /. / / I I I I / CONNECT TO EXISTII',)~ DRAI~NFIELD~ /' NOTE: CONTRACTOR SHALL HAVE THE 100' WELL RADII AND NORTH PROPERTY LINE FLAGGED BY A REGISTERED PROFESSIONAL LAND SURVEYOR PRIOR TO CONTSTRUCTION. BEDROOM HOUSE / / / / / / SCALE: I 1" = 50' 2 / \\\ GARNESS ENGINEERING GROUP, Ltd. [~"~ z T r -::::. ::::::::::::::::::::: .......... : CONSULTANTS & GENERAL CONTRACTORS =,'~;,,~r,~=,,~;,,,~. =u~..:.:=:~,:,.-.,,'.~.~I ~1~ .... : x7ol F_,. TUDOR ROa~, surI~ $01 * ANCHORAG~ AK 99507 * PHONE (907)3,~7-6179 * FAX (907)33~,-3246 * WF..BSIT~ ~,~ame~ngl~eerlm3.com ~ / / PREPARED FOR: I PHONE NUMBER: PAGE NUMBER: ~.[ MATTHEW DUFRESNE (907) 720-2155 1 OF 1 ' LEGAL DESCR,PT,O.: D~WN BY: \%%: 'fYPE OF WORK: DESIGN OF PROPOSED SEPTIC UPGRADE 7/1/2011 .~"~.'~,~ (Rev. 01/05) 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.cl.anchorage.ak.us (907) 343-7904 On-Site Wastewater Disposal System and/or Well Inspection Report Poge 1 of `3 Permit Numbe~. ~SW05007`3 PlO Number:. 090--041--50 DEA CALVIN Wastewater System: · New r'l Upgrade NHN KAP, ALYSSA DRIVE ABSORPTION FIELD ,349-118,3 LEGAL DESCRIPTION ~ ~ 0.7 ~/~. - 19 E182' US SURVEY ,3200 SEE DWG. - SEE DWG. WELL: · New I-I Upgrade ~ ~ PRIVATE 225 ~ 172 ~ 750+ ~ D ,3054/ F-810 ~,~ HEF'~Y DRILUNG 8/,3-8/2o05 86 .. DF_.A CALVIN(OWNER) 7/8-1,3/05-8/26/05 8 ~ UNKNOWN ,, ~ ~ TANK SEPARATION DISTANCES .s,.~ o.o~. =~.c.. ?on~ N>~t~on Uft Holding Sb3flo~ Tank ~--,/~ ANCHORAGE TANK 1000 Well 100'+ 100'+ - -- 2~. ~: I STEEL S~,o¢, Wot. lOO'+ IOO'+ - - '-"- : LIFT STATION ~emo~=: BENCH MARK BOTI'01d OF EAST WINDOW SILL Inspections performed by:. GEG, Ltd. Dates: 1st . 7/8/2005 2nd 7/1,3/2005 .................... evo o,men De,ar mo.t Ap,rova Re'viewed and approved by ~; AS BUILT DRAWING 5W050075 - 090-041-50 '...I.;I...''~- /~,:.. / I "'-JLL __--/'" ;- / ","-.," / / ....... / ~ z/ \..>;, / ,' L ~_ ~,~,,~_.-'~' -,,. / ,,' I /'-,. ' / k ...-' ,,,,. / ,' ~_1--~'_ ..... i ',L / .:: / '%. ~.'~: ~J~ / ~ / / ~/ ~.~ ~ / ~ / / ; / / / ii! / ",,, ~-~._..__.... .._\I, .... ["'~-~ ........... '.~ · WN e'~: ~, . C --7 5 ..' · "OR NEW WELL AND SEPTIC SYSTEM ~726/2005 PERMIT NUUBER: SW05007~ AS-BUILT DRAW]NG PARCrl I0 0g0-041 -.50 ST1 100.53-100.g7 ST2 TOP OF' TANK AT INLET ~ gg~5~ OF TANK AT OUTLET . gs.lg / NEW 1000 oALLLoN SEPTIC TANI~ I I-- ~U~T Or BUNG AT RNAL GRADE: - 100.61-100J 11'112 - BOTTOU OF BEO - 97.06 (AVG.), ELE'VA~ON OF' GROUNDWA11:R I~ ~ HOL[ ~ g2.02 EIEVA~O N OF' BoI'rOM O~ '~t~at HOLE 0 87.02 INVERT OF DI~'TRiBt/fiON UN[ -- 07.~$ (AVG.), RELATM: ELEVATION GROUNDWAI~R IN ~ RELATIVE ElEVA'IlON OF BO1TOU OF it,b[ HOlE 0 87.02 AS-BUILT FOR .~ SEPTIC SYSTEM [ 8/26/200~~~ ~mm~93H :F°rg~t-~__t FPX NO. :~?Gb--~?GT~ ~ug. ~1 ~ ~T:~ pi ~= ' ~ ~ ~a ~ Ph~ (~7~ ~593' DI~SION OF MINING, ~ND & WATER · . ~ (~7) ~5~7~ " ~. ~ ~6. ~1~ (~ 2~H WA~R ~ L~ . · ~u~]~i~: p ~ ' M:~:T~,Co:o~mm I F~l ~ .....-. ..... ~ ....... l i ~ ell ~: ( ) PuBlic Supply, (X) ~me~, i ~ .... :'. "{.'~']'~ bedrock Ca-~iQgdiam~cr:.. 6 ~ehe~ Cas~ngd~pth:.. .172 :~ W~ll ~mk~ op~g ~: ( ) ~m ~, (x) O~'~le, ~:': ' ~re~ ~: SIo~h s~e:' ~' '. :';' .: .... ~s~ ~ '~ '" ..: ~, ~~~" .. ~in~ed~:_ ~ ' .. , :..i..:... ., · . .. -'......: '.~-..' ;,.'~,- P~p ~e: ~ bp, Bm~ ~: .... .. c .:~.. ·: W~ well d~fec~ a~n complete? (X) Y~'. ( M~ofdlsi~tion- ch[o~ . 1~ · .' . , Driller ~m~at~di~ai~: ............ . - ~. . . - .. ~ ~[~ ~o. ~a ~1 Or8 ..~ :., .... ,.'~ ,,~ Well d~ller na~:,a~y.~y ......... ; ..... : .- . .:: . ....: ." ~any ~c: -.~..~fll~..l~Q,.,." c ' -. ". ' .' ' '.' mlmga~e~s:..~.~Kula ~r. . . · ..' .:....,i. ;.::. ~.,.. ~k~__ ' .................... ~v- "~ ~ sa,,: ~ zi~l 6 :~.. '..:- ..'.'. rnon~ ~m~r: ( ~5. ~3 " .' :~ :=. '.':.~'" Ddll~ si~mre: .... .' . '....-. . ,' -,..':.~ ........ sand & gravel 4 moist ~ilty clay & gravel 15 moist sand & gravel 32' wet sand & gravel 68 sand & gravel 73 moist sand & grovel 80 .wet clay & gravel 122 clay wi little h/20 & gravel 138 .wet cJay w/little grave/ 140 169 AJ~slul s~ue/aw reqMr~ ~a~ a copy or' ~n[s well log bc sent Dep~m~-nt oflqaear~,l Rmomve% w~{hin 45 (la7~; faxe~ are ~ired that.a 'COpy . 49TH — bMlchoel L. Jokelo ; )N� '•, LS -7839 ••' �"� Q� � �"fw.�,.�_v�••' a5°vim 4ap o Ql%fessionot 4� LOT 19A (NTS) .75' Vn F - z b In d - LOT 16 ....ARI N 7q'53' : ry::::::::•::•::.:::.:::. . .: 09 • :•.w..::.::: (NTS) ::::::::::::::'. 182.75'':::: ......... :::::::.�:::::::::::. 182.0o' :.SUs® A.. y: 'FREE ISLAND a S V OO z4.0 71.3 G .... HOUSE S $ ............... 24.n 1, : d 0 • \ 9�F w 0 0 EAST 182, of Z Lor 19 182.00 S 80-34 00 82. (REC) r0 CO vwz SEWARD —_ ANCHORAGE HillGN SNA Y NOTE: THIS DRAWING IS NOT TO BE MODIFIED FOR USE AS A PLOT PLAN. EXCLUSMN NOTES: It Is the owners' responsibility to determine LEGEND: SET FND oaoEReo er: P Y the existence of any easements, covenants, or restrictions 5/8 -RB W/CAP® 5/8' RB ci (] I. which do not appear on the recorded subdivision plot. NOTE: 3.25` ALMON. Q�MDNUMENT Under no circumstances should any data hereon be used for HUB h TACK El construction or for establishing property lines, FENCE– —x— x — SURVEY CERTIFICATION: LANTECH has conducted a OVERHANG– Am phystcaf survey of this property as shown on this WOOD DECKS– . drow(ng'and that the Improvements situated there CONCRETE– ; on ore within the property lines and no encroach– ASPHALT– i All WE moots exist other than noted. GRAVEL– A B— B U I L T O F' : LEGAL DESCRIPTION: SEPTIC STANOPIPES– S LAND & CONSTRUCTION SURVEYORS -PLANNERS -ENGINEERS WATER W LL - 440 WEST BENSON BLVD. # 200 (fax) 561-6626 EAST 182' OF LOT 19, ANCHORAGE, ALASKA 99503 (9 07) 562-5291 WORK ORDER NUMBER:OATG . PUT NUUOOt U.S. SURVEY N n . 3200 ALASKA,OCu" ' USS 3200 2005-L-307°NR6 ~ ll Y 04455 REFK 02L493 INDIAN CREEK SMALL TRACT GROUP MUNICIPALITY OF ANCHORAGE Development Services Department On-Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519.6650 (gO7) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM I WATER SUPPLY PERMIT Renewal Date Issued: Apr 11, 2005 Expiration Date: Apr 11, 2006 Permit Number: SW050073 Legal Description:tUS'Su~-v~3200 ~ 19 E182'.=? Design Engineer: 0855 Garness Engineering Group, LTD Owner Name: Dea Calvin Owner Address: HC 52 Box 8873 Indian, A 99540- ParcellD: 090-041-50 Site Address: HC 52 Box 8873 Lot Size: 57552 SQ. FT. Total Bedrooms: 2 Permit Bedrooms: 2 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. Ail 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:. Umclpahty of Anchora ,e Development Services Department Building Safety Division On-Site Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www. ci.anchorage.ak.us (907) 343-79O4 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Property owner(s) Mailing address I~f~/ ,.2.';~,~ Site address Legal description (Lot, Block & Sub'd.) () Legal description (Section, Township & Range) Lot Size .~C/, ~,~'~'-~,~ Acre~ Permit Number SW THIS APPLICATION IS FOR: Sewer Only Sewer and Well Sewer Upgrade THIS PROPERTY CONTAINS: Hot Tub Swimming Pool Therapy Pool Day phone ~;~ ~ ' '7 ~'"/~ ' Zip Code Number of Bedrooms [] Well Only [] [~ Water Storage [] [] Jacuzzi [] [] Water Softening Unit [] [] I certify tha~ ormation is correct. I further certify that this application is being made for a .~nature of property owner or au ~3/'~ded agent) Permit/Rush Fees: Date of Payment: Receipt Number:. (Rev. 09/04) Waiver Fees: Date of Payment: Receipt Number. Mmficipality of Anchorage I'.O. Ih~x l!r~k:,0 * ,]a~clmragc, Ahmka !~,}r519-(~'~) * Tdclflmnc (J~)7) 8J3-~11 * l:mx {J~171BJ3-~{~J :~ 47~) Bmgaw S~rcct *Anchomgc. Alaska ~17 ~ Mayor Mark Bcglch ~X~'.nltl,lJ.O~ Building S~ciy Di~ston 24 Mar 05 Dea Calvin HC 52 Box 8873 Indian, AK 99540 Subject: Expired On-Site Water and/or Wastewater Permit. Permit Number: SW040049 Legal Description: US Survey 3200 Lot 19 E182' Dear DeaCalvin: An On-Site Water/Wastewater Permit, number SW040049, issued by this office for a single-family system, expires on 09 April 05. This permit was valid for 365 calendar days. If this was a well permit and the well has been drilled, a well log must be sent to this office for documentation ofthe installation and to close the permit. If this permit was for a wastewater disposal system, an original as-built inspection report must be sent to this office for review, approval and documentation. This as-built inspection report must be signed by the licensed Professional Engineer who inspected the installation of the system. As-built inspection reports are required to be submitted within 30 days ofthe completion of the system. If no system was installed under this permit, and you are still planning to install a well or wastewater disposal system, a new permit must be obtained from this office. When applying for a new permit, the fees are: $460.00 for a wastewater permit and SI 75.00 for a well permit. If you have any questions, please call this office at 343-7904. Sincerely, Daniel J. Roth Manager On-Site Water and Wastewater Program Enc: Copy of permit Community, Security, Prosperity 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 I WATER SUPPLY PERMIT Renewal Date Issued: Apr 09, 2004 Expiration Date: Apr 09, 2005 Permit Number: SW040049 Legal Description:~i.~'~ 3200 Lot 19 E182' Design Engineer: 0041 AK Water & Wastewater Consultan~ Owner Name: Dea Calvin Owner Address: HC 52 Box 8873 Total Bedrooms: 2 Indian, A 99540- Parcel ID: 090-041-50 Site Address: HC 52 Box 8873 Lot Size: 57552 SQ. FT. Permit Bedrooms: 2 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. Ail 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;. ~.~'~ ~W Municipality of Anchorage Development Services Department Building Safety Division On-Site Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 ON-SITE SEWEPJVVELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. Permit Number SW04004 ? Property owner(s) "~ ,Z~ ,//j Mailing address (1) Mailing address (2) Legal description (Lot, Block & Sub'd.) ~' Legal description (Section, Township & Range) Lot Size /'~"?. ~('~7_.- Acre~ ~J THIS APPLICATION IS FOR: Sewer Only Sewer and Well Sewer Upgrade [] THIS PROPERTY CONTAINS: Hot Tub [] Swimming Pool [] Day phone ~'~'""~) Zip Code ~ ,~ ,~-,~t_~ Number of Bedrooms Well Only Water Storage Jacuzzi [] Water Softening Unit [] Therapy Pool [] I certify that the_~on/is corr~t. I further certify that this application is being made for a Single Famlly~i;)~elling anfl'/is in, accord~:~e with applicable Municipal Codes. (Signature of property owner or authorized agent) ~ ~ Date of Payment: Receipt Number: (Rev. 12/00) Date of Payment: (~,,~Receipt Number: March 3 I, 2004 Municipality of Andlorage Mark Beglch, Mayor Building Safety Di~qsion P.O. Box 196650 · 4700 Bragaw Strcct Anchoragc, Alaska 99519-6650 * (907) 843-8301. F~.x (907) 343-8200 http://a'ww.mmfi.org Dca Calvin HC 52 Box 8873 Indian, AK 99540 Subject: On-Site Water and/or Wastewater Permit. Permit Number: SW030073 Legal Description:ll~ 8urvcyT'_'.3200 Lot219 E182,~' Dear Dca Calvin: An On-Site WatedWastewater Permit, number SW030073, issued by this office for a single-family system, ~vill expire on April 10, 2004. This permit was valid for 365 calendar days. If this was a well permit and the well has been drilled, a Well log must be sent to this office for documentation of the installation and to close the permit. If this permit was for a wastewater disposal system, an original as-built inspection report must be sent to this office for review, approval and documentation. This as-built inspection report must be signed by the licensed Professional Engineer who inspected the installation of the system. As-built inspection reports are required to be submitted ~vithin 30 days of the completion of the system. If no system was installed under this permit, and you are still planning to install a ~vell or wastewater disposal system, a new permit must be obtained from this office. A new permit for a second year may be issued for a fee of$115.00 if the renewal application is received on or before the expiration date of the original permit. When applying for a new permit, the fees are: $460.00 for a wastewater permit and $175.00 for a well permit. If you have any questions, please call this office at 343-7904. ~J,~nes Cross, P.E. .~anager On-Site Water and Wastewater Program Eno: Copy of permit ' MUNICIPALITY OFANCHORAGE 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 I WATER SUPPLY PERMIT Initial Date Issued: Apr 11, 2003 Expiration Date: Apr 10, 2004 Permit Number: SW030073 ~"Legal Description: US Survey 3200 Lot 19 E182'. Design Engineer: 0041 AK Water & Wastewater Consultan' Owner Name: Dea Calvin Owner Address: HC 52 Box 8873 Total Bedrooms: 2 Indian, A 99540- Parcel ID: 090-041-50 Site Address: HC 52 Box 8873 Lot Size: 57552 SQ. FT. Permit Bedrooms: 2 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 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 engfneer 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: I ~/,.~x 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.cl.anchorage.a k.us (907) 343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Permit Number Property owner(s) Mailing address (1) Mailing address (2) DFA CALVIN HC 52 BOX 8873 '~ INDIAN. Day phone Zip Code 653-7930 99540 Legal description (Lot, Block& Sub'd.) LOT 19 (E, 182'~, U.S.S. 3:~00 Legal description (Section, Township & Range) N/^ Lot Size z"~,'7 '~'"~'~ Acres/Sq. Ft. Number of Bedrooms THIS APPLICATION IS FOR: Sewer Only Sewer and Well Sewer Upgrade Well Only Water Storage THIS PROPERTY CONTAINS: Hot Tub Swimming Pool Therapy Pool Jacuzzi Water Softening Unit I certify that the above information is correct. I further cerlify that this application is being made for a Single Family Dwelling and is In accordance with applicable Municipal codes. ALASKA WATER &: WASTEWATER CONSULTANTS~ INC. Date of Payment: '~'~'~.~ Receipt Number: ~5~ Waiver Fees; Date of Payment: Receipt Number: GARNESS ENGINEERING GROUP, Ltd. CONSULTANT~ & (~ENERAL CONTRACTORS J'une 7, 2005 Municipality of Anchorage Development Service Department On-Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, Ak 99519-6650 (907) 343-79O4 Ref: Proposed Well and Septic Design for Lot 19 (E. 182'), U.S.S. 3200 To whom it may concern: A permit was issued by your department for the rcferanced property on 4/i 1/2005 for a 2 bedroom house. At the owners request we re-designed the septic sytem to serve a 3 bedroom house. We are proposing that the drainfield be installed around test hole #2. Comments regarding the proposed 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 0.7 gallons/day/fi: should be used. 2. TRENCII DESIGN: a. Percolation Rate: <1 & 30 minutes/inch b. Allowable Application Rate: 0.7 gallons/day/fi: (on test hole #2) c. NumberofBedrooms: 3 d. Design Flow: 450 gallons per day c. Minimum Absorption Area: 642 fl: f. Total Depth: 3 feet (maximum at any point) g. Effective Depth: 0.5 feet h. Width: 15 feet i. Reduction Factor: N/A j. Minimum Length: 50 feet long k. Effective absorption area = 750 fl: 3. SURFACE WATERS: There is a drainage ditch to thc south of thc proposed septic system. Thc septic system is to be installed 100+ feet from the ditch. 4. TOPOGRAPHY: The average topography in thc area of the proposed drainfield is generally fiat. In short, there are no slope concerns. I am unaware ofany adverse impacts this installation would have on adjacent wells or septic systems. If you have any questions, please contact at 337-6179. Thank you for your assistance. 3701 E. Tudor Road, Suite 101 * Anchorage, AK 99507 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: gamessengineering.com NOTE: Attached is a site plan drawing, a design drawing, a detail drawing, and two soil logs. which are all part of the design paclage for tfiis septic system. (Contact O. E.G. I~td. for 7 page construction specification letter.) 3701 E. Tudor Road, Suite 101 * Anchorage, AK 99507 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Wcbsitc: gamcsscngincering.com I I I I I I I I I I I I ~/ I \ I \ \ \ / \ lOT 16 US~ 32O0 ON NOR~-I HAJ..F OF LOT (S~ DI~ON p~u~r 2 OF 3) / / / ! . ! / I uss ~2oo I I I SE'WARD HIGHWAY I. D~ C~LW~ I (907) S5~-7~0 I ~ O~ ~ V~ ~ ~o.= ~ ~= /'~ ~' · ' us su,v~ ~oo. ~o~ ~ (~. ~s~) ,.~.L X,~e, H-. ........ '~/ SITE P~N FOR PROPOSED WELL AND SEPTIC SYSTEM ] 6/7/2005 / / WASHED SEWER DRAJNROCK. (S~ DEl'AIL, pAG~ 3 OF \\ \ WELL \ NOr~ , I \ I \ ~' %' %' ~' ~* ~ %* ~/ WA~R UNrL / ~E ~ 10+ ~ OF NOTE: THE WELL DRILLER SHALL V~RIFY DISTANCE TO SEPTIC ON LOT TO WEST PR OR TO DR LUNG. I NOTE: THE CONTRACTOR SHALL HAVE THE PROPOSED WELL LOCATION&: THE PROPOSED 100 FEET WELL RADIUS, THE 100 FEET SETBACK FROM THE DRNNAGE DITCH, AND THE NORTH & WEST LOT UNES FLAGGED BY A REGISTERED LAND SURVEYOR PRIOR TO CONSTRUCTION. ~ REQUIRE USE OF A MOA APPROVe) RECIRCULAllNG TR1CKUNG FILTER. (SIZED FOR 3 NOTE: MAY BE REQUIRED TO INSTALL A LIFT STATION DEPENDINC; ON THE ELEVATION OF THE P PE EXTNC; THE HOUSE. DOUBLE CLF..A~OUTS 1000 GAU.ON SEPT1C TAHK CLEANOUT s : \ GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS PR[PARED FOR: DEA CALVIN US SURVEY ,.3200; PHONE NUMBER: ~ PAGE NUMBER: LOT19 (E. 182') R.A.L. rmE or WORK: 0,',~ REVISED DESIGN FOR PROPOSED WELL AND SEPTIC SYSTEM 6/7/2005 (Rev. 01~05) -5.0' FI~Ou SEPT1C TANK NOTE: MAY BE REQUIRED TO INSTALL A LIF'I' STATION I DEPENDING ON THE ELEVATION OF THE P PE EXIT NG THE HOUSE. F1NAL MT CO CO CO MT GARNESS ENGINEERING GROUP, Ltd. I/#~:] ~ ~ ".?,~.~ DETAIL FOR PROPOSED DRAINFIE~ CONSULTANTS. INC. ISOIL LOG - PERCOLATION TESTI ;. IFOAL DESCRIPTION:, U.S.S. 3200; LOT 19 (F'. 182') .ERFORMED FOR: OAm V ,/200 ............ (f ORGANICS JTEST HOLE #21 ~ ~--- ~XlSTING ~ ow ~ ORG I ~/~ \2 BEDROOU . ;*~/~: GP ~ ML GM JCL ' GC~ J OL Ilnltl~Tl OM/SM .o o, SW MR 5--il PI I t?tI~ DENSER w/ SP CH GROUNDWATER DATE SEEPS 0 ~.0' 3/3~/2003 ~.0' 4/~/2003 8,0' 41712003 10 11 DATE READING CLOCK NET TIME WATER LEVEL NET DROP TIME (MINUTES) READING (INCHES) 12 4/1/2003 I 1:26 - 6- - 2 1:29 3 O" 13 ,3 1:30 - 6- - 4 1:34 4 O' 14 5 1:,34 - 6- - 6 1:38 4 15 7 1:40 - 6- - 16 ' 8 1:44 4 O" g 1:45 - 6- - 17 10 1:49 4 O' 6" 11 1:50 - 6- - 18 12 1:54 4 lg PERCOLATION RATE <1 (NIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 4.0 FT. AND 4.5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORHED: [] YES ~1 NO SOILS LOGGED BY; JODY MAUS PERCOLATION TEST PERFORI'IED BY: MAlT FISCHER COMMENTS: THE INSITU SANDY SOILS WILL ACT AS A SAND FIL~I~R. PERFORMED BY AKWWC, INC. I, JE.ttKL-Y A. C, ARNESS, CERTIFY THAT THIS W~/SfERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: ALASKA WATER & WASTEWATER CONSULTANTS, INC. April4,2003 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: Proposed Well and Septic Design for Lot 19 (E. 182'), U.S.S. 3200 To whom it may concern: The existing two bedroom house will be served by a private well and septic system. Two test holes were excavated on the property. The proposed septic system will be designed around the 30 foot radii of these test holes. We are proposing that a 1000 gallon septic tank and a bed type drainfield be installed. Comments regarding the proposed design are summarized as follows: 1. SOILS: Attached is a log which shows the soil classifications, groundwater monitoring, and the percolation test results.lt is our opinion that due to the overall appearance of the soils, an application rate of 0.45 gallons/day/ft2 should be used. 2. TRENCH DESIGN: a. Percolation Rate: 30 & <1 minutes/inch b. Allowable Application Rate: 0.45 gallons/day/fi2 (average of both percolation tests) c. NumberofBedrooms: 2 d. Design Flow: 300 gallons per day e. Minimum Absorption Area: 667 ft f. Total Depth: 3.5 feet (maximum at any point) g. Effective Depth: 0.5 feet h. Width: 15 feet i. Reduction Factor: N/A j. Minimum Length: 50 feet long k. Effective absorption area = 750 ft2 3. SURFACE WATERS: There is a drainage ditch to the south of the proposed septic system. The septic system is to be installed 100+ feet from the ditch. 6901 Debarr Road, Suite 2B * Anchorage, AK 99504 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: akwwc.com 4. TOPOGRAPHY: The average topography in the area of the proposed drainfield is generally fiat. In short, there are no slope concerns. I am unaware of any adverse impacts this installation would have on adjacent wells or septic systems. If you have any questions, please contact me at 337-6179, or 244-9612. Thank you for your assistance. NOTE: ,~ttached is a site plan drawing, a design drawing, a detail drawing 2 soils logs, detail drawing and a 7 page construction speciJ'tcation letter which are all part of the design pacl~age for this septic system. 6901 Debarr Road, Suite 2B * Anchorage, AK 99504 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: akwwc.com I / I \ / I ] I Y / I / I ~ .,..,. ~ / ~ ~ / I ' I [ I //.'"f~" ~'&, LOT 16 / Z/ I ~\ USS 3200 ~1/~/ ~ \ ..... I ~0' EASEM~.~----'""'"'""-~ ~~ ~.~'-'PROPOS£D S£PIIC ~l'~"rEM [ '% [ '~~ I LOT 18 / ~-¢ .... -'~ /i / / / I 4/4/2003 ..... J.L~. ~Z~ " ~~ WATER & WASTEWATER ~: ?~/:49: CONSULTANTS' INC' DEA CALVIN (907) 655-7950 1 OF 5 SITE P~N FOR PROPOSED WELL LOCATION AND SEPTIC SYSTEM I \ x / '-~~~- / ~S~ WATER & WASTEWATER ,~ J.~M. ~)] ~.~(~..:~ PREPPED FOR: PHONE NUMBER: P~E NU~8~R= ~ ~, i j ~ ~ ~ ~ DEA CALVIN (907) 653-7930 2 OF 3 ~ ~ ~'~;~?- u.s. SURVEY 3200; LOT ~S (E. ~Z') ~,, "'3.~ ..'"_~ DESIGN Or PEOPOSCD WELL LOCATION AND SEPtiC SYSTE~ '~%~ 50 F[ET LONC OMT CO CO I oMT I L FROM CO ~.o' fiNAL G~,D[ (~us'r I*[~vt: 2+ fTcr OF MT CO CO CO MT GR~D£ FABRIC BOTTOM OF BID 4/4/20033 0~WN BY: ALAS~ WATER & WASTEWATER CONSULTANTS, INC. PREPARED FOR: PHONE NUMBER: PAGE. NUMBER; DEA CALVIN (907) 653-79330 L[GA~ DCSCRIPTION: U.S.S. 33200; LOT 19 (E. 182') ~'F'E OF WORK: DL'TAIL DRAWING FOR PROPOSED BED TYPE DRAINFIELD. DEPTH TO GROUNDWATER DATE 9,5° 1 g.o' 12/4/2000 8.0' 3/3'1/2oo3 ,=~ OF ALASKA WATER & WASTEWATER ~.~:; If :Ii '""¢;~ CONSULTANTS,lee~.~.w_elnINg. (m~ ....:. ") . ~ ~ ~ ~ ~ · ~ ~ ~ · ~ · ~ * ~,~ ~ 'J' ~ ~": .... ~ D~CRI~ON: U.S.S. 3200[ LOT 19 (E. 182') ... .... ~[~ ~555~:== ORGANICS FEST HOLE ~1I 1-- ML ~ ~ ~EXIS~NG 3-- {~: GP ~ ML 4-- SH GC~ OL SW NH SH OH 6-- SC 7-- GH/SH DEPIH TO ~OUN~WA~E~ ~ATE 8-- ~ ,.,' ~/~/2~ ~.o' ~ 2/4/2ooo g -- 8.0' 3/31/2003 I -'(t TIHE (HINUIES) READING (INCHES) ~2- ~/~/oo ~ t:~ - s' - 2 3:24 30 4 13-- B.O.ii. 3 5:24 -- 6- -- 4 3:54 30 14-- 5 3:54 -- 6- -- 6 4:24 ~0 5' 1' 15-- 16-- 17-- 18-- PERC~ATION RATE 30 (HIN./INCH) PERC. H~E DIA. 6 (INCHES) 19- TEST RUN BETWEEN. 3.5 FT. ~D . 4.0 FT. 20-- ~ A FOUR HO~ PRESOAK WAS PERFORHED: ~ YES 1 NO SOILS LOGGED BY:, CINDY ~S PERCOLATION TEST PERFORHED BY: CINDY ~S COHHENTS: PERFORMED BY ~C, INC. I, dE~ ~ ~N~S, CE~ ~T ~lS W~PERFOEMED IN ACCORD~CE W~ ~ ~A~ ~D MUNIClP~ GUID~NES IN E~ ON ~IS DATE:, DEPTH TO DATE GROUNDWATER SEEPS O 8.0' 3/31/2003 8.0' 4/1/2003 8oo~ 4/7/2003 WATER WASTEWATER .~" 4 CONSULTANTS, INC, , , (f ORGANICS ITEST HOLE ~2I ow ~i ORG I ~ ~ 2 B~gRO0~ . . . GP ~ HL , G ICL - GC I OL II~ltlt~ OWSH ~, ,, SW NH TINE (NINUTES) READING (INCHES) ~2 ~/~/2oo~ ~ ~:~ - e- _ 2 1:29 5 O" 6' 1 ~ 5 1:50 - 6- - 4 1:54 4 O' 6" 14 5 1:54 - 6- - 6 1:58 4 O" 6' 15 7 1:40 - 6- - 16 8 1:44 4 9 1:45 - 6- - 17 10 1:49 4 O" 6' 11 1:50 - 6- - 18 12 1:54 4 O' 6" 19 PERCOLATION RATE ~1 (HIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 4.0 FT, ~D 4.5 FT. 20 A FO~ HO~ PRESOAK WAS PERFORHED: D YES ~ NO SOILS LOGGED BY: dODY MAUS PERCOLATION TEST PERF~HED BY: MA~ RSCHER COHHENTS: ~E INS~ ~NDY SOl~ WILL A~ ~ A ~D RL~R. PERFORMED ~ ~C, INC. I, dE~ A ~NESS, CE~ ~T ~IS W~ERFORMED IN ACCORD~CE W~ ~ ~A~ ~D MUNICIP~ GUIDEUNES IN E~ ON ~lS DA~: Dea B. Calvin III ttc 52 Box 8873 Indian, Alaska 99540 907-673-7930 Page 1 of I April 11, 2003 Municipality Of Anchorage Regarding: Owner construction of Septic System USS 3200 Lot 19 182" East To Whom It May Concern: I am requesting that I, as the owner of this project, be allowed to build the septic system according to the engineers design and inspection for the system required located on USS 3200 Lot 19, 182' east.. I have my own equipment with 20 years of experience operating heavy equipment. I have built two previous inspected septic systems as owner in the past. Alaska Water & Wastewater Consultants lnc are the design engineers for this project and will provide me with consulting regarding the design before and during the construction as needed to insure the proper and complete installation in addition to the required inspect, t~wner Permit Number: OSP111149 Tax Code Number: 09004150000 Work Type: Septic Permit Effective Dates: July 12, 2011 On-Site Wastewater Disposal System Permit MUNICIPALITY OF ANCHORAGE Development Services Department On-Site Water & Wastewater Program 4700 Elmore Road, PO Box 196650 Anchorage, AK 99519-6650 Telephone: (907) 343-7904 Upgrade to July 11, 2012 Design Engineer: GARNESS ENGINEERING GROUP LTD Subdivision: US SURVEY 3200 Site Legal Address: US SURVEY 3200 LT 19 E182' G:4455 Owner/Address: DUFRESNE MATTHEW PO BOX 231081 ANCHORAGE AK 995231081 Site Mailing Address: 250 KARALYSSA DR, Indian Lot Size in Sq Ft: 57552 Total Bedrooms: 3 This permit is for the construction of: N Disposal Field Y Septic Tank N Holding Tank N Privy N Private Well N Water Storage All construction must be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80). 3. The wastewater code requires inspections during the installation. The engineer must notify the Development Services Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either: A. Open and Close on the same day. B. Covered, sealed, and heated to prevent freezing. Received By: ~ ~~ ~~~------/~~ Issued By: /f~_~/ /&/¢-¢~/~/__~/~¢~/~ Date: Date: MUNICIPALITY OF ANCHORAGE Community Development Department Development Services On-Site Water & Wastewater Program Phone: 907-343-7904 Fax: 907- 343-7997 Mayor Dan Sullivan On-Site Sewer/Well Permit Application For A Single Family Dwelling Parcel i.D. 090-041-50 Property owner(s) MATTHEW DUFRESNE Mailing address P.O. BOX 2,51081 * ANCHORAGE, AK * 99523 Day phone 720-2135 Site address 250 KARALYSSA DRIVE * INDIAN, AK * 99540 Legal description (Sub'd, Block & Lot ) U.S.S. 5200; LOT 19, E182' Legal description (Township, Section & Range) Lot Size Sq. Ft. Number of Bedrooms THIS N/A THIS APPLICATION IS FOR: ( [] all that apply) Absorption Field [] Septic Tank [] Holding Tank [] Privy [] Private Well [] Water Storage [] THIS APPLICATION IS AN: Initial [] Upgrade [] Renewal [] 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) Permit/Rush Fees: ~tTXD- TcJ~Y,,,~-¢¢c~-m~aiver Fees: Date of Payment: ~ - ") - t [ Date of Payment: Receipt Number: (--~2/'~O"~ ~fl Receipt Number: Permit No. O,~_)'~ ~tti q~ Waiver No. (Rev. 01/11) GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS g GENERAL CONTRACTORS July 1,2011 Municipality of Anchorage Development Service Department On-Site Water & Wastewater Program 4700 Elmore Road, P.O. Box 196650, Anchorage, Ak 99519-6650 (907) 343-7904 Ref: U.S.S. 3200; Lot 19 E182', To whom it may concern: The existing property is served by a private well and septic system. The septic system consists of a septic tank and a bed type drainfield. The shop/shed to the west of the driveway (see attached design drawing) has a 200 gallon water tank in it. The homeowner is proposing to install wastewater service to the shop/shed. We are proposing to install a 1000 gallon septic tank, served by the shed, and connect it to the existing drainfield. Attached is a design drawing showing the location of the proposed septic upgrade. I am unaware of any adverse impacts this upgrade would have on adjacent wells or septic systems. -! If you have any q~estions, please contact us at 337-6179. Thank you for your assistance. P.E., M.S. 3701 E. Tudor Road, Suite 101 * Anchorage, AK 99507-1259 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.garnessengineering.com 50' F-AS£N£NT ~"/~/~AL.~"~'~.,~.,,~ PROPOSED 1000 GALLON \ DOUBLE CLEANOUTS PROPOSED CLEANOUT EXISTING DRAINFIELD -'-'- ------ ..___ / / '"'-- I / SEWER LINE TO Be W/ 4" INSULATION, 4' WIDE UN/DER DRIVEWAY ,' / // //~ I %~ // / //& CONNECT TO EXISTIN~ ~'" /' 1~ '" /"' DRAINFIELD ./ / /'"... / %.. %--WATER LINE ; /'~ / -- % APPROXIMATE / %%. LOCATION / / / %'\ // / / I ~o=: ~o.~.A~O. ~.A~ .AV. ~. I '/ / ilOO'WELL RADII AND NORTH PROPER~I / I LINE F~GGED BY A REGISTERED I / I PROFESSIONAL ~ND SURV~OR PRIOR } , ~ ~ SCALE: OARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS 3701 E. '~.JDOR ROAD. SUITE 101 * ANCHORAGE, AK 99507 * PHONE (907)337-6179 * FAX {907)338--3246 * WEBSrI~ www.garnessengineertng.com PREPARED FOr: I PHONE NUMBER: PAGE NUMBER: MATTHEW DUFRESNE I (907) 720-2135 1 LEGAL DESCRIPTION: US SURVEY 3200; LOT 19 (E. 182') 'i'YPE OF WORK: DESIGN OF PROPOSED SEPTIC UPGRADE (Rev. 01/05) BEDROOM HOUSE / / / / / / / / / / / ? 6 V • '� Municipality of Anchorage On -Site Water and Wastewater Program (907) 343-7904 Certificate of On -Site Systems Approval Parcel I. D. 090-041-50 1. GENERAL INFORMATION: Complete Complete legal description US 3200: LOT 19, E182' Location (site address) 250 Karalvssa Drive *Indian, AK 99540 Expiration Date: 0( - '�— Zd Z -z- Current Property owner(s) Matthew Dufresne Day phone 907-744-2972 Mailing address Real. Estate Agent 250 Karalvssa Drive *Indian, AK 99540 2. TYPE OF DWELLING: ® Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) Day phone 3. NUMBER OF BEDROOMS: 3 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well ® Individual Individual Water Storage ❑ Holding Tank ❑ Community Class Well ❑ Community ❑ Public Water System ❑ Public Sewer ❑ WaiverNariance request for: Received by: COSA to be released to the engineer, unless otherwise requested by the engineer. Date: COSA Fee $ 5 rJ 0 Waiver Fee $ Date of Payment _,�&Z Date of Payment Receipt Number 00.92. 15 Receipt Number. COSA # O S C. a a 1 2 H 5 Waiver # 5. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based on procedures outlined in the Certificate of On -Site Systems Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. Name of Firm: Garness Engineering Group, Ltd (GEG) Phone: 907-337-6179 Address: 3701 East Tudor Road, Suite 101- Anchorage, Alaska 99507 Engineer's Printed Name: _Jeffrey A. Garness Date: In conducting this evaluation, GEG provided an engineering evaluation of the well and/or septic system in accordance with the guidelines and regulations established by the Municipality of Anchorage and ��f. �,.• "' f, industry practices. The reported results describe the condition of the system/s on the date/s of the r/,< �•' iS evaluation. Separation distances were measured to readily identifiable features. Hidden defects or '� �� )� .. /.ay ,1. encroachments may exist that were not identified during the evaluation. The operational life of all wells % :! _ / and septic systems depend upon a variety of variables, including but not limited to, soil conditions, ; • • • • • • . • • • • • • . • • • • . • .. • groundwater levels (that may fluctuate during the year), quality of construction (materials and workmanship), and the water usage of the family utilizing the system/s. These conditions can vary, and ;;` .%.. are outside the control of GEG. Satisfactory test results do not guarantee future performance of the r;). j ;.,. am s stem/s; therefore, GEG makes no warrant ri^ y y (express or implied) regaYcling'the future performance of ��� s -. y.E _ ; y•• ; �. o,, the well or septic system. GEG makes no representation whether an alternative well or septic system �•p� can be installed on the property in the event either of the current systems fail to perform adequately in the future. The content of this report is for the sole benefit of the person/party that retained GEG to `�'•`Qa P�:, r ess:°°°✓ perform the evaluation. Reliance upon the information provided in this report by any other person or party (including subsequent property purchasers) is not authorized, nor will it confer any legal right � whatsoever. o\ Xl'y OF ,, 6. DSD SIGNATURE System #1 Approved for bedrooms System #2 Approved for bedrooms Disapproved Conditional approval for bedrool S S 174,, /1 r H.orr/'C, 1 #AEC A'11 ON-SITE WATER AND m m WAST" vVATER oz PROGKAM ``Crj with the following stip(ftl SER\AG����,\ P I�,o d r, i/ivl ,•..t' J�)))))) )11111`+1\ /' Gy Original Certificate Date: — -[ 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 Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other COSA blue sheet_1010-12.doc Legal Description: DSS 3200; Lot 19, E182' If more than 1 septic system on lot: COSA Checklist # of A. WELL DATA ❑ Well log is filed with Onsite (or attached) Date drilled 818/05 Total depth 225 ft Cased to172 ft no Sanitary seal is functioning correctly WE Wires are properly protected Casing height (above ground) 18+ in. Date of flow test for COSA 5/12/22 Static water level at beginning of test 80.4 ft. Comments B. TANK DATA Age of tank(s) 11817 years Tank type/material 5 `P6GP* &septcsteel Measured operating fluid level in septic tank "1751" N-1 Standpipes/foundation cleanout per record drawing Date of pumping 91 2-.)— 'Tank has been pumped D. ABSORPTION FIELD DATA Which system tested (date installed) 2005 ❑ ALL standpipes present per record drawing Total measured depth from grade 4.5 ft (max) Measured depth to pipe invert from grade 2.5+ ft (min) ❑ N/A — pressurized field HE Monitor tubes go to bottom of effective. If not, state depth into effective ❑ Code -required soil cover over field Parcel ID: 090-041-50 Structure served by this system Well production at time of test 6.9 gpm Water storage tank volume N/A gallons Well disinfected for coliform test? ❑ Yes ❑ No 0WColiform bacteria is Negative Nitrate I." 1 mg/L ❑ Nitrate less than MRL (ND) Arsenic ug/L Arsenic less than MRL (ND) Collected by GEG, Ltd. Date of Sample 5/12/22 C. LIFT STATION ❑ Required maintenance completed Age of lift station Lift station material Comments' Adequacy test date 5/12/22 Results ZPass For 3 bedrooms Fluid depth prior to test 0 in Water added 450+ gal New depth 0 in Elapsed time 0 min Final fluid depth 0 in ❑ System presoaked Absorption rate 450+ gpd (Required if vacant for greater than 30 days prior to Any rejuvenation treatment (past 12 months) no date of test) Gallons introduced 2000+ gallons If yes, enter date n/a Comments/Deficiencies: presoak and test performed on same day. System stayed dry for all 2725 gallons introduced. 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' ❑ Yes if No *5+ Community Sewer Manhole/Cleanout > 100' rvJ Yes if No ft 0 Yes if No ft Neighboring Tank > 100' Yes if No ft Private Sewer/Septic Line > 25' [] Yes if No ft Absorption Field on Lot > 100' Yes if No ft Holding Tank > 100' ❑✓ Yes if No ft Neighboring Absorption Fields > 100' if No ft Animal Containment > 50' [✓ Yes if No ft 0 Yes if No ft ft If septic tank is under driveway comment below Manure/Animal Excreta Storage > 100' Community Sewer Main > 75' RYes if No ft P1 Yes if No ft From Septic/Holding Tank on Lot to: (Please enter distances if less than required) Building Foundations > 10' ❑ Yes if No *5+ ft Surface Water > 100' Q Yes if No ft Property Line > 5' Q Yes if No ft Wells on Adjacent Lots: [] Yes Absorption Field > 5' Q Yes if No ft Private Wells > 100' Yes if No ft Water Main > 10' 0 Yes if No ft Community Wells > 200' 0 Yes if No ft Water Service Line > 10' n 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' Q Yes if No ft If absorption field is under driveway comment below Property Line > 10' Q Yes if No ft Wells on Adjacent Lots: Water Main > 10' [] Yes if No ft Private Wells > 100' Q Yes if No ft Water Service Line > 10' n Yes if No ft Community Wells > 200' Q Yes if No ft Surface Water > 100' 0 Yes if No ft F. ENGINEER'S COMMENTS *Met code at time of installation Per ARM Septic Services, there is 0.06' reverse grade from the 2005 septic tank to the drainfield. ALL. -►1� sz„_ 3 S;`r-�,. c: tea' l : R r n1 i' 's>�t� � s , S G. ENGINEER'S CERTIFICATION I certify that l 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. COSA Checklist yellow sheet #AECC884 Ecklund, Timothy J From: Jeff Garness <Jeff@garnessengineering.com> Sent: Wednesday, June 8, 2022 10:23 AM To: Ecklund, Timothy J Subject: US Survey 3200, L19, E182'- COSA Categories: Red Category [EXTERNAL EMAIL] Mr. Eklund, The homeowner reported to GEG (through his agent) that in the past he had experienced sewer backups associated with the line/s between the house (with the 2005 septic tank) and the drainfield. Based upon this disclosure, we told him to get the lines camera inspected. He retained ARM Septic Services to perform the work. ARM discovered multiple bellies in the service line from the FCO to the tank. They replaced the line from the FCO to the septic tank, so this issue is corrected. In addition, they discovered that a corrugated pipe had been installed between the 2005 septic tank and the drainfield. In the process of replacing the line between the tank and the drainfield they noted that there was 0.06 feet (less than 4 of an inch) of reverse grade between the invert of the septic tank outlet and the invert at the drainfield. The line between the tank and the drainfield was replaced, but the slight reverse grade still exists. According to the record drawings, there is 2.75 inches of drop through the 2005 septic tank; therefore the 3/4 -inch reverse grade between the tank and the drainfield will not impact the sewer line from the house to the tank and should not impact the performance of the septic tank. It is acknowledged that the line from the septic tank to the drainfield will have as much as 3/ of an inch standing liquid in it. Ideally, this issue will present no more of a problem than the pipe bellies (with standing liquid) we often see in double cleanouts after septic tanks. It is recommended that the MOA issue an advisory notice regarding the deficiency. Best Regards, Jeffrey A. Garness, P.E., M.S. President Garness Engineering Group, Ltd. 3701 E. Tudor Road, Suite 101 Anchorage, Alaska 99507-1259 Phone: (907) 337-6179 Mobile: (907) 244- 9612 Website: www.garnessengineering.com ",GARNESS ENGINEERING GROUP, Ltd ANG MEERFNG-SALES ^ CONSULTING .wir4 ' `.a%x ` I -Ars... iP Ae Cei 4 XERX CORPORATION Masks Authordzod Doalef Autt odRd AlftU I? tAX00f 1 Story Frame House (See Detail A) a Lot 19A o 11;;I` V_ ca e�- CY) 1 LLr N - Lot — Utility Rom 8501 M �R 5p BLM R 96 o1.0 � Covered Storat'V790 A� YSSA Poad Reservation 7 -- to 12.0 9e deck Shed Well NTS, _E 782.00' of Lot 2 Story Frame House (See Detail B) O r he location of the structure(s)as shown on ibis revord drawing (as -built) CornP110S edit Title 21, AMC, By: Date: -- b � S80-34 00„E 782.75 (Record) ___9 EqR — a —�VVAY — EASEMENTS OF RECORD, OTHER THAN THOSE SHOWN ON THE RECORDED PLAT ARE NOT SHOWN HEREON UNLESS OTHERWISE NOTED. FB 21-7, pg 69-70 t Lot 18 23 23.7 deck 00 782 7$A,D o 12.0 deck Scale 1'=30' (Rec°rd) deck o � i cd m o16'0 dk o 0 0.9�.� o an =co Septic vent (typ) n 1_ in n; a i6.0 deck Y �— G r n j f � 8036 - LS J&AV m cow deck DETAIL A CD o �1.4 Scale 1=30' � L 1 Story Frame House ' with Loft (See Detail A) —� 17 — Satellite dish deck Shed Well NTS, _E 782.00' of Lot 2 Story Frame House (See Detail B) O r he location of the structure(s)as shown on ibis revord drawing (as -built) CornP110S edit Title 21, AMC, By: Date: -- b � S80-34 00„E 782.75 (Record) ___9 EqR — a —�VVAY — EASEMENTS OF RECORD, OTHER THAN THOSE SHOWN ON THE RECORDED PLAT ARE NOT SHOWN HEREON UNLESS OTHERWISE NOTED. FB 21-7, pg 69-70 t Lot 18 23 23.7 deck 00 DETAIL B I- Scale 1'=30' 49th00 Y �— G 00 '.'Elizabeth L. Walatko . ,rr 8036 - LS J&AV �OFFsslatu+� � � SCALE: 1 — 50 AS -BUILT NO CORNERS SET THIS DATE I hereby certify that I have performed a Mortgagee's Inspection in accordance with ASPLS Standards of the following described property. E 182' of LOT 19. U.S.S. 3200 AK INDIAN CREEK SMALL TRACT GROUP Anchorage Recording Precinct, Alaska, and that the improvements situated thereon are within the property lines and do not overlap or encroach on the property lying adjacent thereto, that no improvements on the property lying adjacent thereto encroach on the premises in question and that there are no roadways, transmission lines or other visible easements on said property except as indicated hereon. Dated at Anchorage, Alaska this —1 8th day of APRIL 2021 I 807-248-1666 FRED WALATKA & ASSOCIATES, L.L.C. BE Engineers and Surveyors This drawing is a representation of conditions found at the time the mortgage location survey was performed. This document does not constitute a boundary survey and Is subject to any Inaccuracies that a subsequent boundary survey may disclose. The Information contained on this drawing shall not be used to establish any fence. structure or other improvements. This drawing shall only be used for a single property transaction. Use of this drawing by the original client or by others at a later date without the consent of Elizabeth L. Walatko is a violation of Federal Copyright law. Unless gross negligence Is discovered, the liability extent of the preparer is limited to the amount of fees collected for services in preparation of this product.