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Home My WebLink AboutMOUNTAIN AIR ESTATES #1 BLK 5 LT 2Mountain Air Estates Block 5 Lot 2 #017-211-11 Municipality of Anchorage .. Development Services Department ,,'~"--' i Building Safety Division On-Site Water & Wastewater Program, 4700 South Bragaw SL P.O. Box 196650 Anchorage, AK 99519-6650 '~ ~ www.cLanchorage.ak.us (907) 343-7904 Page I of 3 On-Site Wastewater Disposal System and/or Well Inspection Report Permit Number:. SW010132 PID Number:. 017-211-11 Name:MIKE BAGENSKI Wastewater System: [] New · Upgrade 6701 CLOUDCROFT AVE. * ANCHORAGE, AK 99516 ABSORPTION FIELD No. of Bedrooml: Ph°n':(907) 345-1489 5 i-i Deep Trench ri Shallow Trench · Bed r'l Mound · Ot~lr** LEGAL DESCRIPTION ~,,.t~: 2.0 ~o/~ ~ **,2.90-4.09 rL 2 5 MOUNTAIN AIR ESTATES ~1 0.12-1.,31 n 0.40 - - - 0.5-1.5 r~ ,30 rL e~............-~ c.,,~ v.~.~ ~,~' a ~,,~ I WELL: [] New [] Upgrad 10 r~ 4 2 r~ ~ n. p,. ,300 so. I"L O-3034//F-BlO/SCH 40 PVC/HDPE ~ ~..f.~.~ ~, ~ ~ w~,. ~.~: ~ RAIN I ~ ~'"'~'~- r~ DENALI SEWER & D 6/28/Ol-7/3/ol SEPARATION DISTANCES =se.~c 0 Holding · S,T.F..P. n Ot~lr To Septic Ab,arpUon Uft HoMing ~,~/P'~'~ ANCHORAGE TANK 1500 We, 100'+ 100'+ 100'+ - 25'+ STEEL 2 sa,ace wore, ~oo'. ~oo'+ ~oo'+ - - LIFT STATION Lot Une 5'+ °1'+ 5'+ - - 1500 ANCHORAGE TANK/ORENCO SYSTEMS Foundation 5'+ 10'+ 5'+ -- - TIMER TIMER 46" Curtain Dmln NONE KNOW ~20 (3SI 05 HHF M.O.A. I Remarks: 'LO3' UNE WAJVER ~WR010147 BENCH MARK '*THIS IS A BOTTOMLESS INTERMITTENT SAND FILTER (ISF~ TOP OF FOUNDATION SUPPORTING BEAM NEXT "*'2.25 FEET OF M.O.A. APPROVED SAND F1LTER ADDED TO TO DOOR. / TOP OF MANHOLE MD = 102.99 100.00 TOTAL DEPTH THE EXISTINO SEPTIC TANK AND CRIB WERE ABANDONED PER U.P.C. REGULATIONS. ,n,pe o ,pe o ed y: ^WWO. oa,a$:,s, 2nd-Sth 6/28-7/~/01 ~/~1~'" 6th 7/21/01 ?~ ~be fre/~ A. G"d~ess: Department of Healtl~a~d H.~n~ ~a~n .~,e. Avices approval. _ (/~ ~'~-!~i~;,o~.""'.. ...... c~ -7953 ..-'"' <?,~,.E~'~- R~viewed and approved by: Dote: / ~-'~'~,~,?of.,.~o~,~-°x ~, PERI, lIT NUI,IBER: AS B'U~T D:~W~G p~CE1.1D SWO10152 - 017-211-11 ~T2 ~6.~ 86.s - ~ ~ /~l,~h,.. /'-- '\ '. \ ~S~ WNI'ER & ~STE~TER ~ MIKE BAGENSKI (907) 545-1489 2 OF 5 ~O..-j,~,,,~ ~.~.,,,;;~:] '~' MOUNTAIN AIR ESTATES SUBDIVISION ~I~ LOT 2. BLOCK 5 ~[ OF WORK: AS-BUILT OF SEPTIC SYSTEM UPGRADE (BO~OMLESS ISE) '~%~ P£RMrTNUUBE;R: AS B'[.J-~L.JT D~i~~G pARC~.ID NUtJBER: SW0$ 0132 - 017-211-11 F1NAL GRADr ~ m 10224 ~TOP OF* MANHO / ' /-102.99 · o. or T~K ^T 511 / 5f2 ~ ~--TOP Or T~K AT ~ ~ / 01J'fl._rT- 97.58 /'-__ NI~W 15OO ~bON ] INVERT OF BUNG AT/ INVERT OF BUNG AT ,,~ - ...1.-~ 5.T,I~.P, TANK o~- - ,,--ORDINAL GRADE; ,., 105.97 RNA/. CRA~E; / (HIGH£~T POINrO · - 106.5+--~ / /~f / //~ NSULKI1ON ~ ~~,.;>~ ' ,, ~;'~. ,. UNES - 104..51 (AVG.)..-/ ~.~."~%.L-~'~'~ BOTTObl OF' pEA CRAV~ -- %, X_~. u.~ - lO~.11 - 10~.88 AIASICA WATER & ~&~STEWATER ~J.LM. .. ........ MIKE BAGENSKI (907) 345-1489 ,3 Or ~ ~ ~-~.,~ le ~r~ A. 'C~'nes,.: ,.C,,~.O~CRI~ON: ~,. ~E 7953 .. MOUNTAIN AIR ESTATES SUBDIVISION ~1; LOT 2, BLOCK § ~,~o,.~'~ "..* ........ ..'"~.~.~:~, PROFILE AS-BUILT OF SEPTIC SYSTEM UPGRADE F~ : Denali Sewer g Drain PHOI~ NO. '- 9~? 3~3 9776 Smnnwa/et trea~ eat plan/sp cc- on 8~atoffMie dralnsgc is/not being c~n~ollcd InsulVc~tc~ silt tences. See amchcd dc~i~cd notcarm s~ucfions. Taka at,on now. WHEN CORREC'lTON$ ARE MADE, pt.P. dSE C a r.r FOR INSPEL-I IO, V DO NOT REMOVE Tiffs NOTICE. 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 7-0/ 7:oo,/. ~. ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Upgrade Date Issued: May 25, 2001 Expiration Date: May 25, 2002 Permit Number: SW010132 Legal Description: MOUNTAIN AIR ESTATES #1 BLK 5 LT 2 Design Engineer: 0041 AK Water & Wastewater Consultant Owner Name: MIKE BAGENSKI Owner Address: 6731 CLOUNDCROFT LAND ANCHORAGE, AK 99516-0000 ParcellD: 017-211-11 Site Address: 006731 CLOUDCP, OFT LN Lot Size: 22500 SQ. FT. Total Bedrooms: 3 Permit Bedrooms: 3 This permit is for the construction of: [] Disposal Field [] SepticTank [] Holding Tank [] Privy [] Private Well [] Water Storage All construction must be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations ( 18AAC72 ) and Drinking Water Regulations ( 18AAC80 ). 3. The engineer must notify DSD at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 ( 24 hours ). ( Not required for a Water Supply Permit only ). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. -27-0/ pE tt,-,u Received By: /('~/~/-t a Z~~ Date: ,,..~ Date: ~Z"_ Municipality of Anchorage Development Services Department Building Safety Division On-Site Water & Wastewater Program 4700 South Bmgaw SL P.O. Box 196650 Anchorage, AK 99519-6650 www.d.anchorage.ak.us (9o7) 343-7904 Parcel I.D. ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING 017-211-11 Permit Number ~'010132 Property owner(s) Mailing address (1) Mailing address (2) MIKE BAGENSKI 67;~1 CLOUDCROFT AVENUE * ANCHORAGE. AK Dayphone 345-1489 ZJp Code 99516 Legaldescdpflon(Lot, Block&Sub'd.) LOT 2. BLOCK 5: MOUNTAIN AIR ESTATES SUBDMSION Legal description (Section, Township & Range) N/^ Lot Stze 22.500 Acres/Sq. FL Number of Bedrooms THIS APPUCATION IS FOR: Sewer Only D~] Well Only Sewer and Well Water Storage Sewer Upgrade · THIS PROPERTY CONTAINS: Hot Tub ~ Jac~n'?, Swimming Pool Water Softening Unit Therapy Pool [] I certify that the above Information Is correct. I further certify that this application Is being made for a Single Family Dwelling and is In accordance with applicable Munlcipal codes. ALASKA WATER &: WASTEWATER CONSULTANTSf INC. Permit Fees: ~.cJ) ~,~), Date of Payment: Receipt Number. Date of Payment: ~ -//-(~ / Receipt Number, /--~c~ ~(~) AL'Asi(.A R & wA'STEwATER CONSULTANTS, INC. - ' June 27, 2001 Municipality of Anchorage Development Service Department Building Safety Division On-Site Water 8: Waste~vater Program P.O. Box 196650 Anchorage, Alaska 99519-6650 Ref: Revision of the septic system upgrade for Mountain Air Estates Subdivision #1; Lot 2, Block 5 (Bottomless Intermittent Sand Filter - ISF) The septic upgrade design (SW010132) recently permitted by to your department is in need of a revision. The following changes have been verbally approved by Dan Roth. A 10' by 30' ISF bed will be used instead of the proposed 5' by 30' ISF trenches. See revised drawings for details. LOT LINE WAIVER: We request that the original lot line waiver of 5 feet be amended to I foot from the east property line to the proposed drainfield. We are unaware of any adverse effects this would have on the neighboring property. CLOSING: I am open to any suggestions from your department, which would be an improvement to the proposed design. 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 ypu for your assistance. NOTE: Attached is a revised design drmving and a profile drmving illustrating the design change. 6901 Debarr Road, Suite 2B * Anchorage, AK 99504 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: akwwc.com ALASKA WATER & WASTEWATER CONSULTANTS, INC. May 8, 2001 Municipality of Anchorage Development Service Department Building Safety Division On-Site Water & Wastewater Program P.O. Box 196650 Anchorage, Alaska 99519-6650 Reft Septic System Upgrade for Mountain Air Estates Subdivision #1; Lot 2, Block 5 (Bottomless Intermittent Sand Filter - ISF) The existing 3 bedroom house is served by a private well and septic system. The existing septic system consists of a 1000 gallon septic tank and a seepage pit type drainfield. The existing drainfield is in a state of failure and must be upgraded. Two test holes were excavated north of the existing drainfield. We are also proposing that a new 1500 gallon S.T.E.P. tank and that an innovative Bottomless Intermittent Sand Filter (ISF) system be installed in the 30 foot radius of test hole #2. Comments regarding the proposed upgrade are summarized as follows: GENERAL: Two test holes were excavated on the east half of the property in order to determine an area suitable for a septic system upgrade. Due to the high groundwater, the limited area around the test holes, and the setbacks from the existing septic system, it is our opinion that a Bottomless ISF system is the most viable option. SOILS: See the attached log which shows the soil classifications, groundwater monitoring, and the percolation test results. It is o..ur opinion that due to the overall appearance of the soils, an application rate of 2 gallons/day/ftz should be used for the proposed Bottomless ISF. DRAINFIELD DESIGN: Bottomless Intermittent Sand Filter (ISF) a. Pemolation Rate: 30 & 40 minutes/inch b. Allowable Application Rate for ISF: 2 gallons/day/ft2 c. NumberofBedrooms: 3 d. Des!ga Flow: 450 gallons per day c. Mimmum Absorption Area: 225 ft2 f. Effective Depth below pressure pipes: 0.25+ inches g. Width: 5 feet h. Length: 60 feet !otal length (2 ~_30 feet long each). i. Effective absorption area = 300 ft7 j. Air Supply: Thomas Industries, Model 5070, "Anchorage Tank". 6901 Debart Road, Suite 2B * Anchorage, AK 99504 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: akwwc.com k. Air Supply Line: "Wasteflow" emitterline, 1/2 inch I.D, "Anchorage Tank". I. Sand Material: In accordance with M.O.A. latest standards m. Pea Gravel: 100% passing 3/8" sieve, less than 20% passing the 1/4" sieve, and less than 1% passing the tt8 sieve. We are proposing to excavate down to a depth of 5 feet maximum, remove all organics, place a minimum of 6 inches of sand, install the air supply line, and cover it with 1.5 feet of sand. On top of the sand, we will place 6 inches of 3/8 inch pea gravel, with the pressure laterals midway in the layer. We will use a conventional lift station (Anchorage Tank), equipped with a programmable timer so that flow can be intermittently dosed to the ISF. SURFACE WATERS: There is no surface water within a 100 foot of the proposed septic system upgrade. TOPOGRAPHY: As can be seen on the attached topography site plan, there are no slope concerns. MATERIALS AND CONSTRUCTION PRACTICES: The materials used, and the construction practices will comply with DHHS' "Intermittent Sand Filter Design, Installation & Maintenance Manual". The contractor should read this document prior to construction. Copies are available at the Municipal Onsite Services office ($th floor, 9th & L St.). LOT LINE WAIVER: We request a 5 foot lot line waiver be granted from the cast property line to the proposed drainfield. We are unaware of any adverse effects this would have on the neighboring property. CLOSING: I am open to any suggestions from your department, which would be an improvement to the proposed design. I am unaware of any adverse impacts this installation would have on adjacent wells or septic systems. Ifyou have any questions, please contact us at 337-6179. Thank you for your assistance. Presi~yenl NOTE: Attached is a site plan drawing, a design drawing, a detail drawing, two soils log, a topography site plan, and a 7page construction specification letter which are all part of the design package for this septic system. 6901 Debarr Road, Suite 2B * Anchorage, AK 99504 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: akwwc.com I LOT 1. Bt.OCK 1 ° I I - I / x l ~-~ , ~-~,~,~ / ~-~'~ I ~~~ '/~ ~. !~.:~.~: .. s~ ~~,~ _.-~'" ~ .... ;ZZZZZ: ! 1222222:12~--~ ~.~X - / I , .~-"' %.L_. t / ...~,,. s/~/2oo: -~ O'i ~ ~ ~ ,. CONSULTANTS, INC. ~. .... , r~;¢..~[: ,~ r.., ~... ~.~ ~ FOR P~ NUMBS: a~ NUMg~ , ~. MOUNTAIN air [$T~T[$ SU~DIVI$10N ~I; LOT 2, BLOoK 5 ~/, '.... Site P~N FOR SEPTIC SYSTEM UPGRADE (ISF) IREVISED DESIGNI *NOTE THAT THE SE ~ TANK S OVERSIZED. I ~ ~. NOTE: THE CONTRACTOR MUST HAVE THE EAST PROPERLY UNE FLAG(~EO BY A REGISTERED LANE A~-I I ~ ......... ~ · / ~ I ~I~ WA~ERco.su~A.~s. & ~T[~TER,.c. ~- = so' ' ~ ....... ~/~ ...... I ...... MIKE BAGENSKI (go7) 545-1489 1 OF 2 MOUNTAIN AIR ESTATES SUBDIVISION ~1= LOT 2, BLOCK 5 REVISED DESIGN OF SEPTIC SYSTEM UPGRADE (ISF) IREVISED DESIGNI I- P~N VIEW ...... ~ ...... ~. , ' "'"~ ..... __ ~g'~ PROFILE VIEW ~ ~m/too~ ~D['~}h ~SB ~WI'ER & WAS'I'E~TER ,.~ FOR: e.o~ .u..~: ~ .u..~: (L'~L~"~:"~ ........ :"'~ MIKE BAGENSKI (907) 545-14892 OF 2 MOUNTAIN AIR ESTATES SUBDIVISION 11~ LOT 2, BLOCK 5 D~AIL OF BO~OML~SS INT[RMI~[NT SANF FILTER (JO X ~0 ISF) '~A~ ALASI~ WATER & WASTEWATER CONSULTANTS, INC. ISOIL LO0 PERCOLATION TESTI ~ DESCRI~ON: UOU~NN NR ~A~ SUBDMSION ~1~ LOT 2, BLOCK 5 PERFORMED FOR: UlKE ~SKI DA~: 4/12/2~1 '~?".. ~~ ITEST HOLE ~1 :CC OL SM OH SC DEPTH TODATE OM o~ ~/~/~oo~ ~ ~~~- · ~.o' 4/~,/~oo~ 11 DATE RE. lNG CLOCK NET TIME WATER LEVEL NET DROP TIME (MIN~ES) R~ING (INCHES) 12 4/17/2001 - PERC HO~ W~ PROOFED FOR 4+ HOURS 1 1:26 ~ 6' 2 1:56 30 5' 1 13 3 1:56 ~ 6' 14 4 2:26 30 5 1/4' 3/4' 5 2:26 ~ 6' 15 6 2:56 30 5 1/4' 3/4' 16 17 18 19 PERCO~TION ~TE 40 (MIN./INCH) PERC. H~ DIA. 6' .(INCHES) TEST R~ BET~EN 5.5 ~. ~D 6.0 2 ' CO~ME~S: *WA~R IN MONffORING ~BE B~ NOT IN PERK BENCH PERFORMED BY ~ WA~R · W~i[WATER I. JE~ ~ ~N~S. CE~ ~T THIS ~/PERFORMED IN ACCORD~CE W~ ~ ~A~ ~D MUNIClP~ CUlDEUN~ IN E~ ON ~IS DA~: ~//~/~/ ,. ..... [SOIL LOG - PERCOLATION TESTJ ~ ,,.,.~..j~.".t~...._.~,.::- ,,~__,, ,,_-.-_'":'"~ PERFORMED FOR: MIKE BACENSKI DATE: 4,/12/2001 ~f[e~ ORC~N,CS ITEST HOLE #21 ~ GW ~ ORO GH CL GC OL SP CH SH OH ' SC DEPTH TO DATE (~ M GROUNDWATER DRY 4/12/2001 DRY 14/25/2001 10)-'11U I11 J -"'~' r ~'- ~ '! !""~ \ 11J!~JJJ DATE READING CLOCK NET TIHE WATER LEVEL NET DROP TINE (HINUTES) READING (INCHES) 12i~ 4/17/2001 - PERC .IOLE WAS PRESOAKED FO: 4+ HOURS I 1:27 6' 13 2 1:57 30 5" 1' .3 1:57 1 4 2:27 50 5' 1 5 2:27 6" 15---~ 6 2:57 30 5' 1 ' 16 17 18 19 PERCOLATION RATE 30 (HIN./INCH) PERC. HOLE DIA. 6' (INCHES) TEST RUN BETWEEN 5.5 FT. AND 6.0 FT. 2 CONMENTS: PERFORMED BY ALASKA WATER &: WASTEWATER I, JEFFREY A. GARNESS, CERTIFY THAT THIS W~S ~PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDEUNES IN E~FF. CT ON THIS DATE: ~./~1 DEPTH TO DATE GROUNDWATER DRY 4/12/2001 13.0 4/20/2001 DRY 14/25/2001 PROPERTY OWNER MAINTENANCE AGREEMENT ON-SITE WASTEWATER DISPOSAL SYSTEM This agreement, dated ,/-~/q y~ / ,200~ is made between the bfuni¢ipality of Anchorage Depa ui,ent of Health and Human Services (DHHS) and the property owner(s) of This agreement is made for the purpose of maintaining an on-site wastewater disposal system on the subject property. The property owner(s) agree to the following: The property owner(s) will have an annual inspection of the system performed by a registered professional engineer. This inspection shall verify that all effluem and air pumps, timers, and alams are functioning as designed. Any deficiencies shall be corrected and the engineer's statement that the system is functioning as designed shall be filed annually wifl~ the DHHS. /6/ICt/~q~-~ ~'~, ~ Property Owner Name Property Owner Name (Notarize Here) ~x~X,_~. Mr. m~, ,~ ......... (_~; ,,,; .. ~ ~OTARY ~ vusnc/ k % ~3:.. ....... .~4 In vdmess where/of,.[ hereunto sci my hand and of~ialseal. ( L / ' Notary Public.Olignamre) (Notary's primed n~m~) My comn3ij ssi.~ expires: Municipality of Anchorage Development Services Department Building Safety Division On-Site Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage. AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 Waiver Review Worksheet WR#: WR010028 PID#: 017-211-11 HA#: Date Received: 5/1 tl01 Legal Description: MOUNTAIN AIR ESTATES ~ BLOCK 5 LOT 2 Permit~: .SW010132 Engineer:. JEFFREY A. GARNESS 6901 DEBARR ROAD~ SUITE 2ill~ ANCHORAGE~ ALASKA 99504 Applicant: MIKE BAGENSKI Waiver Requested: 5 FEET LOT UNE WAIVER TO THE EAST PROPERTY LINE Critada: Geology Points: A. Water Table B. Soil Sorption C. Permeability D. Water Table Gradient E. Horizonlal Separation Total: Waiver is Granted: ~ Waiver is not Granted: List Conditions or Reasons for above: 5' Date: By :. Name of Reviewer Rec~: 4250 Amount: $115.00 Date Paid: 5/11101 Municipality .of Anchorage Buildh~g Safety D~us~on P.O. Box 106G50 * zt700 S. 13rngaw Street Anchorage, Alaska 90519-6650 * (907) B~3-8301 http://www.cl,anchorugc.ak.us 05/25/01 Jeffrey A. Garness, PE Alaska Water & Wastewater Consultants, Inc. 6901 Debarr Road, Suite 2B Anchorage, Alaska 99504 Subject: Waiver Request for Mountain Air Estates #1 Block 5 Lot 2 Waiver Request #WR010028 Parcel ID #017-211-11 Permit Number SW010132 Public XVorks Dear Mr. Gamess: Your request for a waiver of the required 10 feet horizontal separation from the absorption field to property line has been approved. The approved separation distance is 5.0 feet. This waiver approval applies to the existing absorption field to property line separation only. Any future upgrade to the on-site wastewater disposal system will require all separation distances be met or another approval fi.om this department. If there are any further concerns or questions regarding this waiver, please call our office at 343-7904. Sincerely, Daniel J. Roth Civil Engineer On-Site Water & Wastewater Program Municipality of Anchorage Development Services Department Building Safety Division On-Site Wa~cr and Wastewater Program 4700 Bragaw StTcet P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchoragc.ak.us (907) 343-7904 Waiver Review Worksheet WRY: WR010047 PIDfl: 017-211-11 HA~:, Date Received: Legal Description: Mountain Air Estates i~H Blk 5 Lt 2 Engineer. Alaska Water & Wastewater Consultants. Inc. §$~11 DeBart Rd. Suite 2B Anchoraae. AK 99524 Applicant: Mike Baoenskl Waiver Requested: 1 foot from orooerlv line to dralnfleld Permit~: SW010132 Cdteda: Geology Points: A. Watar Tabie B. Soil Sorption C. Permeability D. Water Table Gradient E. Horizontal Separation Total: Waiver is Granted: X Waiver is not Granted: List Conditions or Reasons for above: ~' E F ~ ~',~ ("Fi' E' ~ Date: 7 - 2 -d/ By: ~/IV Name of Reviewer Rec~: 4250 Amount: S115.00 Date Paid: .~11~1 Municipality of Anchorage Bttildtng SM'cty Division P.O. Box 10C3C~3 * ,4700 S. Bragaw Street Anchorage, Alaska 00519-Ca7~0 * (007) B2t3-8301 h t t p://www.cl.anchorage.ak.us ~epartment o~ Public Works 71212001 Jeff Gamess P.E. Alaska Water & Wastewater Consultants, Inc. 6901 Debarr Rd. Suite 2B Anchorage, AK 99501 Subject: Waiver Request for Mountain Air Estates #1Blk 5 Lt 2 Waiver Request #WR010147 Parcel ID #017-211-11 Permit #SW010132 Dear JeffGarness: Your request for a waiver of the required 10 feet horizontal separation from the on-site wastewater disposal system to property line has been approved. The approved separation distance is 1.0 foot. This waiver approval applies to the existing on-sitewastewaterdisposal system to propertyline separation only. Any future upgrade to the on-site wastewater disposal system will require all separation distances be met or another approval from this department. If there are any further concerns or questions regarding this waiver, please call our office at 343-7904. Sincerely, Daniel J. Roth Civil Engineer On-Site Water & Wastewater Program GRE ER ANCHORAGE AREA Department of Environmental Quality 3330 C Street Anchorage, Alaska 99503 UGH INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM SEPTIC TANK: DISTANCE FROM WE EL/~:2,~ MANUFACTURER MATERIAL INSIDE LENGTH INSIDE WIDTH LIQUID DEPTH //~->'t'/¢- .~ ~ ,¢~.~ NUMBER OF COMPARTMENTS ~-~-/-'¢~- lIQUID CAPACITY ///~¢2~¢2/ GALLONS. SEEPAGE PIT: NUMBER OF PITS / DIAMETER ~ OR WIDTH~'/ LENGTi~2-~, DEPTH LINING MATERIAL~/~¢$~<:_-[ CRIB SIZE: DIAMETER '- DEPTH ~" DISTANCE FROM: BUILDING FOUN DATION.,.~2~ ADDITIONAL ABSORPTION WELL: NEAREST LOT LINE J WELL //z~~ TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA) =-"~/~'/7/ SQ. FT. CONSTRUCTION,~cC'P~'¢¢//":~'--"~"~/~ ~Z'.2'////Cd' DEPTH TYPE BUILDING .~ / NEAREST /¢~///,~/~C NEAREST SEPTIC FOUNDATION---~¢~"~ LOT LINE .,.~,:'~'/ SEWER LINE.~"¢. C ESSPOO ~' ~/~? OTHER SOURCES APPR OV E~-.} DISAPPROVED REMA RKS~/~ ~4~-</~T DISTANCE FROM: SEEPAGE ,' SYSTEM /~/~d~ INSTALLED BY: PIPE MATERIAL: LOT SLOPE: REMARKS: Form No, LO~031 DIAGRAM OF SYSTEM DATE APPROVED GREATER ANCHORAGE AREA BorOUGh DEPARTMENT OF ENVIRONMENTAL QUALITY 3330 "C" STREET ANCHORAGE, ALASKA 99503 TELEPHONE 274-/I 56 ! PERMIT NO. SEWAGE DISPOSAL SYSTEM -- APPLICATION AND PERMIT INSTALLATION OF: SEPTIC TANK TYPE AND SIZE OF FACILITY TO BE SERVED FINANCED THROUGH COMPLETION DATE ANTICIPATED O...,.,2._ PAGE PIT. TO BE INSTALLED BY DRAIN FIELD OTHER NOTE= THIS PERMIT IS NOT VALID WITHOUT SOIL TEST FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE DEPARTMENT OF ENVIRONMENTAL QUALITY AUTHORITY WILL BE SUBJECT TO PROSECUTION. SEPTIC TANK SIZE TYPE MINIMUM DISTANCES. REQUIREMENTS FOUNDATION TO SEPTIC TANK ~ FOUNDATION TO SEEPAGE PIT . ~ I , DRAIN F]ELD SEPTIC TANK TO SEEPAGE Pit WALL /--~( SEPTIC TANK __- SEEPAGE PIT ~ ~ , - , DRAIN FIELD TO NEAREST LOT LINE. WELL TO SEPTIC TANK DRAIN FIELD WATER MAIN TO SEPTIC tank DRA~N FIELD SEEPAGE PIT ALSO CONSIDER ArEA WELLS. SEEPAGE Pit SEPTIC TANK, l ® ~ SEEPAGE PIt /~O ~ £ Drain FIELD TO RIVER, LAKE, STREAM. CAST IrON INTO AND OUT OF SEPTIC TANK AND INTO CrIB crossING GAP OF EXCAVATION 5 FEET INTO UNDIBTURSED SOIL. 4 INCH DIAMETEr CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT FITTED WITH AIRTIGHT rEMOVABLE CAPS. BEEPAGE ArEA SIZE ~i~=~/X~) TYPE DIAGRAM OF SYSTI~M GRAVEL BACKFILL CONFORM TO BOROUGH REGULATIONS ~RDING INSTALLATION. OR LICENSED DESIGNER I CERTIFY THAT I AM FAMiLiAR WItH THE rEQUIrEMENTS OF GREATER ANCHORAGE area BOROUGH OrDiNANCE NO. 28.68 AND THAT THE ABOVE DESCRIBED SYSTEM IS IN AccOrDANCE WITH SAID CODE. '~ne ~st is worth a thousand opinions" Performed For ~nvm Bri~tow Date Performed June lO 197~ Leaal ~escrivtion: Lot 2 Block ~ Subdivision ~ountai~ ~ire This ~orm Remort$ Soils Lo~ ¥6s Percolation Test ~enth Feet Soil Characteristics 1 Reddish silt & organics 3 Slightly damp ~ Silty gravelly sand (S M) 7 10. Bottom of test hole 12' Was Ground Water Encountered? No m~° I¢ Yes, At what Denth? Readinq Date Gross Time Net Time Depth to H20 Net Dron Percolation R~t~ ~,,~ nue yes Proposed Installation: Seenaoe Pit Drain Field Deoth of Inlet Depth To Bottom Of Pit Or Trench cnM~ENTS: No ground water or bedrock encountered Test Performed By Neal Hausam Data Certified B~pnstruction T~st Lab domestic wasr~,wa~,r dhposal sy~em , A]~;~A, suim~vd/n ac. cordaflce ~ 18 AAC 72.210 haw been r~vi~-;red ~d arc ~-~ approval. If consm~ion has not started w~th~ two years of thc approval date, Ibis certificate is void an~ n~v be s~Im~led for review and approval before com~uotion, p mid speclflca~Olls IL APPROVI~ CHANGE ORDERS A~prov~l by Date C. APPROVAL TO OPEI~TE Thc "APPROVAL TO OPERATE" scction m~ ~ compl~d a~d ~i~ned by thc Dcpm~at before ~his system is m~ a~ailablo Tho c~om~uction of the domestic was~ewater disposal s~st~ ~ completed on (date). The ~tcm is hereby grouted interim approval to openv, o forgo div/~ followin~ the completion dace. As-builVr~ord drawings, submittal ~o ~ho Depanmont~ or an insp~ion by tho D~-pa~r~nt, l~s oon6~ned lbat the dominic wa~w~ter dL_~ ossl ~ysl~,m ~as constr~t~ in mb~antial ~onforms~c~ wRh I/~ approwd plato Thc system ts h~rcby I~antcd fins[ approval to citrate. ' · BY (R~v 4//27) Di~ib~ttos: t. 'Whil~-I~fim~-- (CampJe~ ~on C) 4. Ooldmrog.Muni/I]o~h (Complete ~e~fio~ C) ~d N~E£:II &GG$ 6a 'ciaS 9~a£OEPiOG : 'ON SNOHd aBi~MBIS~M ~ a~l~M ~.~H : ;,n~ STATE OF ALASKA DEPARTMENT OF ENVIRONMENTAL CONSERVATION CONSTRUCTION AND~ OPERATION CERTIFICATE for PUBLIC WATER SYSTEMS APPROVAL TO CONSTRUCT Plans for the oonatructlon or modlfloation of_~.~_ 2- Jn public water ~'Tatem located , Alaska, submitted in a~¢ordance with 18 AAO 80. t00 · . - have been mviewed and are [] approved. [] conditionally approved (see attached conditions). TIT[ 6 If eor~struotlon has not starled within two Year~ of the approval date, this oertlfioata is voic~ and new plans ancl speoiflcatlons must be submitted for review and approvaJ before conetruotlon. B. APPROVED CHANGE ORDERS Approved by Date C. APPROVAL TO OPERATE The "APPROVAL TO OPERATE" section must be oompleted and signed by the Department before any water la made available to the public. The oonatt'uot|O~l of the granted interim approval to operate for gO days following the completion data. public (date). The system is hereby BY TITLE DATE As-built plane submitted during the interim appravai period, or an JnepeotJon by the Department, has confirm~ the e~tem was conetru~ed aeeording to the eppr~ plans. The system is ~etefly grante~ final approval operate. 1B0407 (Rev, 11~1) DlaTRIEUTION~ 1. WHITE. ENGINEER (c0ml~ete ~;a~tlon C) ~, ¥1;I.I, OW, WATER SYSTEM FILE (C.~p~te Emotion C~ · HNK · E~INEE~UNI,~R~GH (~pl~e 8~flon O) · GO~EN~. MUNI,80~H (~e 5~tlon ~ Mr. Waatewa~er Disposal &ystem September 25, t997 F,rom the submitte, d information, it appears that the proposed innovative wastewatar d~sposal system ,s sized appropriately (250 ftc) based upon the soil conditions and assumed wastewater treatment as detailed in the submittal. Therefore, tn accordance with 8tats Weatewater Dispceal Regulations (18 AAC 72.200) approval to c'onstruct is granted subject to the following conditions: Installation of the wastewater disposal system will need to be monitored under the supervision of a Professional Engineer (P.E.). A fiv .e-bedroom home will require a septic tank with a minimum capacity of 1600 gallons in accordance with 18 AAC 72,025. VVl~at is the volume of the septic tank for the proposed RUF system? Recent experience with a similar redrculating septic tank system with a passive air intake system indicated that during periods of cold weather there was a significant decrease in the level ofwastewater treatment. This office recommends that a forced air system be examined prior to installation. The sample results submitted for a similar system that was recently installed has only a short operating history with no data reflecting cold weather operation, Under '18 AAC 72.220(g) package wastewater treatment systems need to either demonstrate that the system can successfully treat wastewater for at least one year under expeb-ted conditions or meet or exceed National Sanitation Foundation certification criteria. A review of the submitted data for a similar system in operation indicates that the upflow fleer does not appear to be treating effluent to the quality initially expected from this system. The proposed system with the upflow filter_w~Jl need to be included ~s part of Municipality of Anchorage, Department,, of .H_.ealth and_ Human ~rvi~ces ~M',JA, LJi~I"I-I~) mon~onna oroarem for !_~t_Jna under the innovative alternative westewater treatment system to demonstrate one year OF The submitted design drawings for the RUF system were not stamped by a P.E. as required under 18 AAC 72.200. Please submit a revised stamped drawing to this office prior to construction, Monitoring tubes should be installed at both ends of the trench. This change can be reflected on the submitted as-built. Complete as-built drawings of the wastewater dlsposa! system will need to be submitted to this office under the stamp of a P.E. within gO days of Mr, Garness 3 September 25, '1 DO7 completion of this projeet. The submitted as-built will need to vedfy soils, watertable and impermeable strata separation. Attached is a completed Conetruotion and Operation Certificate for Domestic Wastewa~r Disposal ~'ysterns with the Approve/to Construct section completed verifying this Department's approval for construction authorization. As a small Class "C" public water system operating as a Bed and Breakfast this Department recommends that as .a minimum, routine annual &arnpling for total coliform bacteria and nitrate be conducted. This water system has been assigned the following public water system identification number (PWSlD no.) 2t8S46. Please reference this number when submitting future water samples so that this system may be properly credited. Thank you for your cooperation with this Department, if there are any further questions regarding the above please do not hesitate to call, attachment Sincerely, Michael Lu Environmental Engineer '~'/~/~11 II ll~\ ~L~~ GREATER ANCHORAGE AREA BOROUGH Department of Environmental Quality ~~ 3330 "C" Street, Anchorage, Alaska 99503 274-4561 Date Received February 16, 1977 Time of Inspection Date of Inspection ~-/7/~7 REQUEST FOR APPROVAL OF FOR Cony. l. Approval requested by: Alaska Mutual Savings Bank Mailing Address: Post Office Box 1120 2. Property Owner: Norman and Patricia Bristow Mailing Address: 'NHN Cloudcroft Lane % Sheryl Phone: 274-3561 Phone: ~q,z/zJ. ~')7 / 3. Legal Description: Lot 2 Block 5 Mountain Air Estates 4. Location: NHN Cloudcroft Lane 5. Type of facility ~to be inspected , Sing, la Family 6. Well Data: No. of bedrooms A. Installed C. Septic Tank: D. Seepage Pit: E. Disposal Field: A. Type. Individual B. Depth C. Construction 02z)~, ~ D. Bacterial Analysis Sewage Disposal System: On~si~e system 1. Size / ~.m(3~) 2. Manufacturer 1. Absorption Area ~>~ 2. Material ~?/~-. Total length of lines 8. Distances: A. Well to: Nearest lot line _~/7~ , Other contamination B. Foundation to septic tank ~- , Absorption area C. Absorption area to nearest lot line '~.~'~ Septic tank /d)~ , Absorption area .... //~ , Sewer Lines /0/,~ EQ-034 (1/74) Page 1 of two pages Page 2 of two pages - R~ .~st for Approval of Individual ,'er & Water Facilities Legal Description Lot 2 Block 5 Mountain Air Comments Approved ~Appl Disapproved Date roval~Valid for one year from date signed Greater Anchorage Area Borough, Department of Environmental Quality DIAGRAM OF SYSTEM certify that the information contained in this request for approval to be a true and accurate representation of the subject sewer and water facilities and these facilities are operating satisfactorily. SIGNED Date EQ-034 (1/74) DEPT, OF I'I['~ALTH & GREATER ANCHORAGE AREA BOROUGH ~:NVIRONMENTALPROTECTIOI~ Department of Environmental Quality 3330 "C" St., Anchorage, Alaska g9503 - 274F~6~ 6jgT~' REQUEST FOR APPROVAL OF R~.EI._~ED INDIVIDUAL SEWER & WATER FACILITIES 1. Type of Inspection: CMRO VA FHA CONV 2. Property Owner:Norman & Patricfa Bristotf Mailing Address: NHN Clouderoft Lane Day Phone 3. Name of Buyer: ,,Kenneth & Carolyn Swanson1 Mailing Address: ~01 Hazen Circle 4. Name of Lending Institution: Alaska Mutual Savings Bank Mailing Address: P.o. Box ll20 Phone 5. Name of Realtor or Agent: Bruce Oribbs ~ ~~e~s Mailing Address: ~ 3766 Arctic Blvd. Phone Day Phone .349_e146 x 6. Legal Description: Lot 2, Blk. 5 Moutain Air Estates L o c a t i o n: NHN Cloudcroft Lane 7. Type of Facility to be inspected: Single Family 8. Water Supply Type of Supply: Public Utility Individual If Individual, number of dwellings presently served If Individual, depth of well 9. Sewage Disposal System Type of System: Public Utility Individual If Individual, date of installation No. Bdrms. 2 (on-site) x EQ-037 (1/74)