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HomeMy WebLinkAboutHERITAGE HEIGHTS LT 7~ Municipality of Anchorage.,',c~: . Development Services Department .-;_-- -' Building Safety DMslon On-Site Water & Wastewater Program, 4700 $out~t Bragaw St. P,O. Box 196650 Anchorage, AK 99519-6650 ~-~ ~' www.cl.anchorage.ak.us (907) 343-7904 Page I of On-Site Wastewater Disposal System and/or Well Inspection Report Permit Number:. SW010157 PID Number. 051-631-26 FRED JOHNS Wastewater System: [] New · Upgrade N:ldresg: 6040 YUKON ROAD ABSORPTION FIELD Phone: No. of Bedrooms: (907) 727-2384 ~, .~ ElOeep Trench nShaIIo. Trench Died DMound mother LEGAL DESCRIPTION ~ *~: 1.2 ~o/s~ r~ '~ 0'"~ ~"~ "~ ~12.0 Y"~cr~' 7 - HERITAGE HEIGHTS 4.0 MAX .. 8.0 - - - 0.29 -0.55 r~ 55 WELLI [] New [] Upgrade. 2.5 r~ 1 I ~ n ~ 528 ~.r~ D 3054/ SCH 40 PVC r~ A+ HOME SERVICES 7/20/20Ol ~ ~ ~,TANK SEPARATION DISTANCES as. puc =.o~d~ng =S.T.~P. ~o s~pt~= ,~.or~Uan Uft Holding '~,~/~. ANCHORAGE TANK 1500 From Tank Reid Station Tank w,ll lo0'+ 100'+ 100'+ - 25'+ STEEL 2 s~,a=o ~a~o~ 100'+ 100'+ 100'+ - - LIFT STATION Lot Un~ 5'+ 10'+ 5'+ - - 1500I ANCHORAGE TANK Foundation 5'+ 10'+ 5'+ 'Pu~e ~' ~,~ ~ I'Pump *~' ~ ~: ~ ~ ~ ~ - - 42" 42' Curtain Dra[n NON£ KNOW ~ #20 OSI 0,5 M.O.A. ~e.~a~e: BENCH MARK -OLD SEPTIC TANK WAS ABANDONED PER UPC. DOOR SILL AT BACK OF HOUSE, NORTH CORNER -OLD TRENCH WAS ABANDONED. -- ~.~,c=,--~ ~,/~ S~'~--e~ ~ lOO.OO Department o[ Health and Human Ser¥1¢e$ approYel ~ o .. ~ - . R0¥Iowod ,nd ~ppmvod · Dote: ~'~' OI ~,~'*~¥ - . ~ ~.~' I ] ~ LOT tO, HERr[AGE ........ LOT 25, I ~ I ~ 19, ~ 20, I ~ I I ~ 26, I I I I I I I I I I ::::::::::::, , I I ~ I I I I '' ' I , I '-. ~T 2~ H~E HDG~ S/D;i I ............. J ,' ~. ...... ' ....... H~ S/D; H~E H~ S~; I HERff~E HD~ S/D; ~1 I C~ C I / r~ ~ I ~. / ......... ~ L ............. L.............~ 7~ ..... ........ ~, I I I I CR~D S~; I I CR~D S/D; CR~D I I  7/28/2001 ~-~ HERITAGE HEIGHTS SUBDIVISION; LOT 7. REVISE0100 SCALE SITE P~N P~o~: AS BUILT DRAWING P~;~ SW010157 - 051-361-26 ~r ST1 11.1 26.5 - I ~(IST~NO FOUNDA'~ON -- ~ ORaN / ST2 14.5 18.5 - I ] / ~ / MHL 15.8 17.5 - I A~SI~ ~ATER & ~AS'FE~ATER ~ '~:~.~ I.~ '~ . , CONSULTANTS. INC. PR~ FOR: PHONE NUMBS: ~E NUMBS: ..... FRED JOHNS (907) 727-2584 2 OF $ HERITAGE HEIGHTS SUBDIVISION; LOT 7 ~b~w. AS-BUILT DRAWING OF SEPTIC SYSTEM UPGRADE ~: AS BUILT DRAWING SW010157 - 051-361-26 ~ DEEP DURAL PER A+ HOME SE~CES ~SI~I~I'ER & X%~S'I'E~WI'ER ~ CONSULTANTS. INC., ~ ~'~[ :'"t' ~'~ Y"'~'"" ~ ....... FRED JOHNS (go7) 727-2584 ~ OF ~ HERITAGE HEIGHTS SUBDIVISION; LOT 7 PROFILE AS-BUILT OF SEPTIC SYSTEM UPGRADE IA P£CTION RE£ORT MUNICIPALITY OF ANCHORAGE - BUILDING SAFETY DIVISION 4700 SOUTII BRAGAW STREET, ANC/IOI~CE, AI~S~A INSP£CTIOi~: Voice: (907) 343-41300 Fax: (907) 249-7777 INFORMAIION: (907) $43-g211 NAM_~: EDS ELEciRIC ~'EJ~MzrN'dM~E~.. 01-8288 ADDRESS: 6040 YLIKONRD DAITC: 7/20/01 PllO,N~ gl: 272-4591 I'II037Z #2: LOT: 7 BLOC:K: SUBDII7SIO~%:' III~:R1TAGE IFEI'GtITS No non-comgliaa~ ob~rv~l. Corrections cs~'ntial a~ explain ed bclow. ["] Do not conceal until rc-inspcc~d. [] Will re-examine al n~xt inspection. [] C.C.O. approved (¢~uim g~ts below). COM3IE~VTS: Reinspection? ~] [] $itc/off~¢ dr~z~c la~ot bern8 ¢onlxolled [] IngaWenrrec~ ~ilt fen c~. [] S ce aHach ed detailed notes-tm ~ru c~ions. [] Take action now. Report g~ven to: I-'1 Stormw a~rr trc:gJn mt ~'nplem eared [] InsalL'corrcct ~w baks. [] Oth~ best management pracdces on aite~eedcd [] Fall. re to comply may remit in [] Rein.'cpcctkm will b c marc on: [] Rc~¢a flow. WHEN CORRECTIOA~ ARE. blADE, PLEASE CALL FOR INSPECTION DO NOT P&.MOVE TIHS NOTIC£: 0405 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 PERMIT Initial I Upgrade Date Issued: Jun 04, 2001 Expiration Date: Jun 04, 2002 Permit Number: SW010157 Legal Description: HERITAGE HEIGHTS LOT 7 .' Design Engineer: 0041 AK Water & Wastewater Consultan' Owner Name: FRED JOHNS Owner Address: 6040 YUKON ROAD ANCHORAGE, AK 99516- Parcel ID' 051-361-26 Site Address: 6040 YUKON ROAD Lot Size: 21223 SQ. FT. Total Bedrooms: 3 Permit Bedrooms: 3 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 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: IssuedBy: ~~- ~, CONSULTANTS, INC. July 5, 2001 Municipality of Anchorage Development Services Department On-Site Water & Wastewater Program 4700 South Bragaw St. P.O. Box 196650, Anchorage, Alaska 99519-6650 Ref: Amendment to SW010157 - Septic System Design for Lot 7, Heritage Heights Subdivision To whom it may concern The undocumented drainfield on the lot was exposed to confirm size adequacy and was determined to be less than sufficiant for the existing house. Test holes were excavated on the property to determine an area suitable for a drainfield. We are proposing that a new septic system will be designed around the 30 foot radii of test hole #1 and #2. We are proposing that a 1250 gallon S.T.E.P. tank and a deep trench type drainfield be installed. Comments regarding the proposed design amendment are summarized as follows: 1. SOILS: See the attached logs which shows the soil classifications, groundwater monitoring, and the percolation test results. It is our opinion that due to the overall appearance of the soils, an application rate of 1.2 gallons/day/ft2 should be used. 2. TRENCH DESIGN: a. Percolation Rate: <1 minutes/inch b. Allowable Application Rate: 1.2 gallons/day/ft2 c. Number of Bedrooms: 3 d. Design Flow: 450 gallons per day e. Minimum Absorption Area: 375 ft2 f. Total Depth: 12.0 feet (max.) g. Effective Depth: 8.0 feet h. Width: 2.04- feet i. Reduction Factor: N/A i. Minimum Length: 25 feet long j Effective absorption area = 400 ft2 3. SURFACE WATERS & WELLS: There are no surface waters within 100 feet of the proposed septic upgrade. All of the lots in Heritage Heights Subdivision are served by public 6901 Debarr Road, Suite 2B * Anchorage, AK 99504 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: akwwc.com · water. The properties to the east are served by private wells, none of which are within 100 feet of the proposed septic upgrade. 4. TOPOGRAPIIY: As can be seen on the attached topographical drawing, the lot has a general slope of about 10 to 20 percent, from east to west, in the area of the proposed upgrade. There does not appear to be any slope concerns. We are 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, 2 soils logs, 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 .... +' I' ~ ........................... +~',, / I I I ' ! I , I ,, .~,~ .~.~ ~/o; ' ' I ; LOT 10, HERITAGE HE~GH~ S/D; [ Ii , ' I , I ~T,. , ' ~ I ..................... I / , ~ I I ~ 19. ~T 20. I ~ I I ~ 28. I [ I ' ' ' I I I ::::::::::::::::::::::: " t" " ~ SE~ I I ~ ~, H~;~E HEIOm S/DH~ ~ ~~ ~ -- ..................... / HE~E H~ II / ~ 27, ........ [ / H~ lg, ~T 19, ~T 8. I % ......... J L .......................... ~ I I I I I I I CR~ S/D; I I CR~ S~; CRUD S~; CR~D S~; CRUD ~T 5, I ~ ~T 4, ~T ~, ~ 2, ~T 1, I I I I ~S~ WATER & ~STE~TER co~su~xAms, ~.c. 7..~.:.,.-t~'~' :h ....... :.r.{~ ,.~ ~l~.~.~....., ....... FRED JOHNS 727-2384 1 OF 2 ~ ~e~&y HERITAOE HEIOHTS SUBDIVISION; LOT 7, ~~..,~ SITE P~N FOR SEPTIC SYSTEM UPGRADE ~ ~....~ ...... ~' CONTRACTOR SHALL HAVE THE KEY BOX AND WATER SERVICE UNF_.J ~ PROFESS ONALLY LOCATED PR OR 'TO BEG NN NG CONSTRUCT ON. I I I I -I I- I I i ~ INSTN.L FOUNDAllON CLEANOUT RECESSED IN PAVEMENT I \ "~ c~ ,,ON v~.v~ mx ~ ,,,~ co~.. , I I. ~~, I I GENNERAL LOCAllON OF ---- ,. , ~IS'R G ~ ~Jx,u~ s~ ~ ~ 1.~/,-"."":~ "'"' Z/ I ' i ",,~. ~..=~. '...'../ //,,-;=.~.?.,~ ~ouH'~,~o. o~ ,o ~.~ J / / RIN~) W~ ~UND ~ BE I~EQ~Y ' ' 7/5/2001 6qOI ~B~ ~, ~ ~ · ~GEr ~ 995~ · ~ ~907~37~17g · F~ ~907~8~46 1" = 50' ........ PR~ FOR: PHONE NUMBER: P~E NUMBS: FRED JOHNS (907) 727-2584 2 Or 2 HERITAGE HIL~ SUBDIVISION; LOT 7, ~h[~ "~. ....... DESIGN DRAWING - SEPTIC TANK UPGRADE · SYSTEM DOCUMENTATION ALASKA %VATER & '~VASTE~VATER ~ co,,,s,.,,-r^,T~. ,,,,o. !"~':'1f~,:t'~" :'"~: .,o,, ,oo_ ,.~,,~o,.,-r,o, "~'"._..,, .._... [~ ¢~"';;F- LEGAL DESCRIPTION: HERITAOE HBGHTS S/D; LOT 7? ~ ORC, ANICS EST HOLE #11 2m ?, ;.~'.. ?~ +~" ~ 6W ..... OR(; · ~ .... GM CL · '~-+~"* SW HH 5-- ~ SP CH SM ~ ' OH ';':~' o ~ DEPTH TO · .,.~oo DATE GROUNDWATER 8-- :~.~o [ DRY 5/'17/01 ~,..~o o DRY 5/25/01 ,-.,~,.oo: isr&roo,¢, i 10~ ::,till: DATE READING CLOCK NET TIME WATER LEVEL NET DROP 11 -- ::,t=¢,~ TIME (MINUTES) I READING (INCHES) '12 - '15~ 17~ 19~ .'--,',~-* PERCOLATION RATE (HIN./INCH) PERC. HOLE DIA. (INCHES) r,~ ;,.'. - , :,-'v.;.~4 '.~;':~ TEST RUN BETWEEN FT. AND FT. 20-- COMMENTS: *.,SAND WffH SOME SILT TO 25 FEET ~)CZ.~, ~_t...~-...~ [~'-'~ Q IS PERFORMED BY ALASKA WATER & WASTEWATER I, JEFFREY ^. CARNESS, CERTIFY THAT THIS W,~,S P~RFORMEB IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDEMNES IN EffECT ON THIS DATE-' /,.,-~ DEPTH TO GROUNDWATER DATE DRY 5/'17/01 DRY 5/25/01 ISOIt LOG - PERCOLATION TESTI PERFORIdED FOR: BErN SIMPSON DATE: 8/J8/2001 ...'"' SW P1H ~°~-';' DEPTH TO '°°-et DATE ~E¢,,,, GROUNDWATER ,o · ~,,, % DRY 7/3/01 ~o%,%* SW/SP =o°~,o, CLOCK NET TIME WATER LEVEL NET DROP ~%%,,,' DATE READING 11 -- =~o~,o. TIME (MINUTES) READING (INCHES) 14--~ PERK HOLE ABSORBED 5 CALLONS OF WATER IN <8 MINUTES B.OJ-L 17~ 19- PERCOLATION RATE <1 ,(PIlN./INCH) PERC. HOLE DIA. 6' (INCHES) TEST RUN BETWEEN. 7.0 FT. AND 7.5 FT. COMMENTS: PERFORUED BY ALASKA WATER &: WASTEWATER I. JEFFREY A. GARNESS. CERTIFY THAT THIS W,5~ P~RFORUED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL (~UlDEMNES IN EFFECT ON THIS DATE: 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 PERMIT Initial I Upgrade Date Issued: Jun 04, 2001 Expiration Date: Jun 04, 2002 Permit Number: SW010157 Legal Description: HERITAGE HEIGHTS LOT 7 Design Engineer: 0041 AK Water & Wastewater Consultant Owner Name: FRED JOHNS Owner Address: 6040 YUKON ROAD ANCHORAGE, AK 99516- Parcel ID: 051-361-26 Site Address: 6040 YUKON ROAD Lot Size: 21223 SQ. FT. Total Bedrooms: 3 Permit Bedrooms: 3 This permit is for the construction of: [] Disposal Field [] Septic Tank [] Holding Tank [] Privy [] Private Well [] Water Storage Ail 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. Fram October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. Received By: Issued By: Date: Municipality of Anchorage Development Services Department Building Safety Division On-Site Water & Wastewater Program 4700 ,~)uth Bmgaw SL P.O. Box 196650 Anchorage, AK 99519-6650 www. d.anchorage.ak.us (907) 343-?904 Parcel I.D. ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING O51-3 ~'-26 Permit Number 5(~/010 ~' 7 Properly owner(s) FRED JOHNS Day phone 727-2384 Mailing address (1) C/O A(;E:NT BI'TH SIMPSON O DYNAMIC PROPERTIES 5'nE Ma,~addmss (2). ~'O4~g) /t'/~O~ ,~'JR. Zip Code 99503 Legal description (Lot. Block & Sub'd.) HERITAGE HTS, LOT 7 Legal description (Section, Township & Range) N/A Lot SLze :2 J 2:2 ~ Acras/Sq. FL Number of Bedrooms THIS APPUCATION IS FOR: Sewer Only Sewer and Well Sawer Upgrade Well Only Water Storage THIS PROPERTY CONTAINS: Hot Tub ~E] Swimming Pool Therapy Pool [] Jac~r/71 ~E] 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 Munlclpal codes. ALASKA WATER &: WASTE'WATER CONSULTANTS~ INC. Permit Fees: ~ ~ .~ Date of Payment: ~:~/!/Z~ / ! ! Recelpt Number. Waiver Fees: Date of Payment: Receipt Number. ALASIG WATER & WASTEWATER CONSULTANTS, INC. May 31, 2001 Municipality of Anchorage Development Service Department Building Safety Division On-Site Water & Wastewater Program P.O. Box 196650 Anchorage, Alaska 99519-6650 Ref: Septic Tank Upgrade and Documentation of "Bootlegged" Seepage Pit for Lot 7, Heritage Heights Subdivision. To whom it may concern: AWWC was retained to evaluate/test the septic system on the subject property and obtain a Municipal health authority approval. During our evaluation it became apparent that the drainfield location was inconsistent with the location shown on the DHHS records (dated 10/I 1/76). It was then brought to our attention that the septic system had been upgraded only several years earlier. We were given the name of the contractor so we could obtain information regarding the work that was done and whether it was a permitted installation. After several failed attempts by the contractor to locate the engineering paperwork, he remembered that there was no engineering paperwork. In short, the septic system installation was undocumented". According to the installer "Chucks Backhoe", the upgrade consists of two concrete seepage rings, one stacked on top of the other, surrounded by drainrock. The perimeter of the system is supposedly 12 feet by 12 feet. We measured the depth to the bottom of the seepage pit (through the clean-out) and determined it to be approximately 18 feet below grade. On 5/17/01 Discovery Drilling augured a hole (within the 30 foot radius of the seepage pit) to a depth of 25 feet and installed a slotted monitoring tube. The soils were Iogged....no groundwater or impermeable soils were encountered. Seven days later (5125101) the monitoring tube was still dry. In short, it appears that the seepage pit does not encroach upon bedrock, impermeable soils, or groundwater. Our proposed course of action is as follows: The septic tank (made ofsteel and installed in 1976) was not replaced. Given the age of the tank, it is virtual certain that it is structurally unsound. We are proposing to replace the septic tank with a new 1000 gallon tank and place it outside the driveway area. · Have an excavator expose the perimeter of the seepage pit so that we can confirm its size. 6901 Debarr Road, Suite 2B * Anchorage, AK 99504 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: akwwe.com Perform a percolation test in the natural soils adjacent to the seepage pit. If it is confirmed that the seepage pit is adequately sized for the number of bedrooms (three), we will prepare as-built documentation of the system. If it is determined that the system is inadequately sized, we will prepare a design and submit it to your department for review and approval. SURFACE WATERS & WELLS: There are no surface waters within 100 feet of the proposed septic tank upgrade or the undocumented seepage pit. All of the lots in Heritage Heights Subdivision are served by public water. The properties to the east are served by private wells, none of which are within 100 feet of the proposed septic tank or the undocumented seepage pit. TOPOGRAPHY: As can be seen on the attached topographical drawing, the lot has a general slope of about 10 to 20 percent, from east to west, in the area of the undocumented seepage pit. There is a moderate cutbank (34 feet) on the east side of the driveway; however, given the depth ofthe seepage pit, there is less than 25% slope from the top of the concrete rings to the bottom of the subject cutbank. There is a steep cutbank to the west of the driveway. Again, due to the deepness of the seepage pit there does not appear to be any slope concerns. I am unaware of any adverse impacts this installation would have on adjacent wells or septic systems. If you have any questions, please contact us at 337-6179. Thank you for your assistance. NOTE: Attached is a site plan drawing, a design drawing, a topographical drawing, and a 5 page 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: akwwe.com I ........ I LOT 25. ! ........... i ......... -~ !/7 , , : I I I I I ~E:RffAG£ HE~GHT~ S/~ II ~'~e"ACANT..,,~ II H~RffAG~ H~]GHTS S/~ ~ HERITA~£ HEIGHTS S/D; I I I LOT 8. ~I ' I LOT 19 '- LOT 20. I ~ I I H~r. RffAC, E ~D~HTS S/D; I , , I I LOT 26. ........... ~ .......... t i-' ........ -~' , , ' .................... ~ ~ --r '1 ~- ...................... LOT 22, HERITAGE HDGHTS S/D;I I ! I LOT 21, ! I I ..................... I' ' HERITAGE HE~CHTS S/~ £ ~£ Pff I I I H~[ H~ S~ H~ff~E H~ S~; H~ff~ H~ S/D; I ~ / L~ 19. ~ 19. ~T 8, I I ~ / I I I ~ ......... ~ L ............. L. I L I I I CRedO S~; I I CR~D S/~ CR~D S/D; CR~D S~ LOT 5, I I ~T 4. ~ 3. ~T 2, CR~D S/~ I I I I ~S~ ~TER & WASTE~TER ~ ~.~/, ~:~)~ ~. ~o~,,~.,,,.,- = ,oo. ~ ........,'~7~ ...... ~..~ FRED JOHNS 727-2384 1 OF 1 ~ ~r~e~. HERITAGE HEIGHTS SUBDIVISION; LOT 7, qh~e._ "..~ ........ SITE P~N ~~' I CONTRACTOR SH~.L H~V[ T~E K~Y BOX AND WATER S~CE UBEI PROFESSIONALLY LOCATED PRIOR 1'O B[GINN NG OON~TRUCTION. --4-- INSTALL FOUNDATION ~UT RECESS;ED IN pAVI~ME~IT WITH CAST IRON VALV~ BOX 'rife ACCE:~ COVTc. R. £XI~NG BEDROOM HOUSE 5/29/2001 C.J.G. NUMBER: 1 OF1 ALASI WATER & WASTEWATER R.OW DIVt.~i~R CONSULTANTS, INC. PREPARED FOR: PHONE NUMBER: FRED JOHNS (907) 727-2584 HERITAGE HILLS SUBDIVISION; LOT DESIGN DRAWING - SEPTIC TANK UPGRADE &: SYSTEM DOCUMENTATION i THE CONTRACTOR SHALL INSURE THAT 11-1E: BURtAL RATING ON 11'1E SEPTlC TAJqK IS ADEQUATE FOR 11-1£ AClt.CkL 0EPTH ENCOUNTEREO. SEPTIC TANK. I I I -- HOLE WAS EXCAVATED ON 5/17/01 DEPTH TO BE GREATER 4 tt.t..] BELOW 'THE BO1TOM OF SE2:PAGE Prr AND BEDROCK TO BE GREATER THAN 6 Fl:.t.l' Bf3.0W THE BOTTOM OF THE SEEPAGE Pg'. S"r~lt.~L (S[['PAGE PIT WITH CONCRETE RING~ PER EXCAVATOR.) TO BE DOCUMENTED AND RECONN£CTEO PENDING CONRRMATION OF ADEQUACY. ALASKA ~V. ATER & ~V. ASTE~VATER .~i" oo,~u,:,-^,-,-~. ,,o.. ~?.,':1.'. LEGAL DESCRIPTION: HERITAGE HEIGHTS St/D; LOT '7,.=/_. d ... ~..~ PERFO,MED ,-oR: ,.,,-o.,o.,, ,,^~: ,,/,,/o, ,0~-.,:<...:..~,:--,%....-,.~ (feeO ~ ITEST HOLE #1J 2 -- .:~'..,::~:"- 4-- ~4- ~.*,: OC OL ,%.;? :...; SW HH ~r,;~ SP CH 5--~ .u-,...,¢o. SM OH 6-- ',':'~ °' SC 7-- , .,.o ,, DEPTH TO ~,..o., DATE . ..: -,,..,o*¢~ GROUNDWATER ~, ,. DRY 5/'~7/0'~ ,._,~.:..,o *, DRY 5/25/01 10__..¢..- o < ::."-'"-'", DATE READING CLOCK NET TIME WATER LEVEL NET DROP 11 -- ...'.t ..:,,..', TIME (MINUTES) READING (INCHES) ,,- 17-- 18-- ~;~':~': PERCOLATION RATE (MIN./INCH) PERC. HOLE DIA. (INCHES) 19 -- -..':,:* 20-- :3;~'~------2, TEST RUN BETWEEN FT. AND FT. COMMENTS: *SAND WITH SOblE SILT TO PERFORMED BY ALASKA WATER &: WASTEWATER I, JEFFREY A. GARNESS, CERTIFY THAT THIS WA3 PFJ~FORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUlDEUNES IN E~-I-ECT ON THIS DATE: DEPTH TO GROUNDWATER DATE DRY 51~?1o~ DRY 5/25/m LOT HDCHTS ~ HERffACE 19, LOT sEP~c'~ HEIGHTS Hf:RITACE HE]Gl-ITS LOT lg, CR~OOD 'c/D; CRES~WOOD: LOT .' LOT 4. LOT Z, $~. 5/29/2001 .~.. GREA.ER ANCHORAGE AREA BORk.]GH ~'J3~q~qklJ' Department of Environmental Quality ~"~" '~' 3330 C Street Anchorage, Alaska 99503 .AME-~.""_~ x-,~,:z-~ MA,L,NGADDRESS ~" .4,~_~.,.Z__~.0"E~ LOCAT'ONyq/~-? ~/-, SEPTIC TANK: DISTANCE ,, FROM WELL ~fl,c. d~NUFACTURER INSIDE LENGTH INSIDE WIDTH LEGAL DESCRIPTION MATERIAL ~T~,~, I LIQUID DEPTH NUMBER Of C~ COMPARTMEN'rS L,QU,D CAPAC,TY/:C:"m~ALLO.S. [~=o DISTANCE FROM WELLP-/-~/~---FOUNDA NUMBER OF LINES / DISTANCE BETWEEN LINES ABSORPTION AREA --~'-/~ SQ. FT. LENGTH OF EACH LINE DEPTH OF FILTER -- DEPTH: TOP OF TILE TO FINISH GRADE ~'~-~"~-~TERIAL BENEATH TILE--~--~~''- IN. ABOVE TILE TOTAL LENGTF~ NEAREST LOT LINE ~/ OF LINES TRENCH WIDTHY~ IN. TOTAL EFFECTIVE WELL: TYPE_P~ ¢1,'~ ~ a~NSTRUCT,ON BUILDING NEAREST NEAREST SEPTIC SEEPAGE FOUNDATION LOT LINE , SEWER LINE . TANK , SYSTEM CESSPOOL · OTHER SOURCES APPROVED DISAPPROVED REMARKS DISTANCE FROM: INSTALLED BY: SEWER LINE DEPTH: PIPE MATERIAL: LOT SLOPE:__/~- ~'--/' REMA.KS/~2~¢¢ Form EQ-032 DIAGRAM OF SYSTEM PERHIT NO. r.lur-.i I ¢ I PAL I TY OF AI'~ICHORAGE DEPRRTHENT OF HEALTH AND ENYIRONHENTAL PROTECTION 25±~ E. TUDOR RD., RNCHORRGE, RK. 9~50~ 276-2221 ON--S I TE SEIZER PERr~ I T 76842 ) APPLICANT LOCATION LEGRL JIM FOIK~ YbKEN DR L7 HERITAGE S/D TYPE OF SOIL RBSORBTION SYSTEM IS: 5901 ARCTIC UNIT H LOT SIZE TRENCH 274-~02~ 22000 SQUARE FEET MRXIHUH NUMBER OF BEDROOMS = ~ SOIL RATING (SO FT?BR>= 125 THE REQUIRED SIZE OF THE SOIL RBSORPTION SYSTEH IS: DEPTH= I 0 LENGTH= 3.5 GRAVEL DEPTH= THE LENGTH DIMENSION IS THE LENGTH (IN FEET> OF THE TRENCH OR DRRINFIELD. THE DEPTH OF R TRENCH OR PIT IS THE DISTANCE BETWEEN THE SURFACE OF THE GROUND AND THE BOTTOM OF THE EXCAVATION (IN FEET>. THERE IS NO SET WIDTH FOR TRENCHES. THE GRAVEL DEPTH IS THE MINIHUM DEPTH OF GRAVEL BETWEEN THE OUTFALL PIPE AND THE BOTTOM OF THE EXCAVATION (IN FEET>. REI~.UIRED SEPTIC TANK SIZE= "1 0r3C-~ GALLOr-,IS TL--I 0 ( 2 ::' T r-.ISPECT IONS ARE RE~..~.U I RED BACKFILLING OF ANY SYSTEH WITHOUT FINAL INSPECTION AND RPPROVRL BY THIS DEPRRTMEHT WILL BE SUBJECT TO PROSECUTION. HINIMUM DISTANCE BETWEEN A WELL AND ANY ON-SITE SEWAGE DISPOSAL SYSTEM IS :1.00 FEET FOR R PRIVATE WELL OR 200 FEET FOR A PUBLIC WELL SPECIFICATIONS AND CONSTRUCTION DIAGRAMS ARE AVAILABLE TO INSURE PROPER I NSTALLAT I ON. PERr'I I T YAL I D FOR or-JE YEAR FROt'! ISSUE I CERTIFY THAT l: I AM FRHILIAR WITH THE REQUIREMENTS FOR ON-SITE SEWERS AND WELLS RS SET FORTH BY THE HUNICIPRLITY OF ANCHORAGE. 2: I WILL INSTALL THE SYSTEM IN ACCORDANCE WITH THE CODES. ~: I UNDERSTAND THAT THE ON-SITE_ S~PlER SYSTEM MAY REQUIRE ENLARGEMENT IF THE RESIDENCE IS R~DELED TO IN~E HORE THAN 3 BEDROOHS. ........... --~ ....... ~ ......... ~nTE__L_~J_~_L~__ GREATER A;~CIIORAGL AP, LA I;OR()UGII ... 3' 3330 "C" Street Anchorage, Alaska 99b03 · " S()II,S I.O(l - I'I':ROI,ATION TESI Le,ja 1 Des: ri p-tl'o}l? ' 2 ~ ~.-]~.. .'~...~__~_-_--~_~.?~_~.-_~__.' ........... This form reports:-~oi Del) ti) Feet lO- ll- 12- 13- ground w.~ter encountered? If yes, at wha: depth? Reading Date Gross Time Het'Timo epth to ',¥nte',' ;;et :~rop I'ercola cion rate minute. -Proposed installa~'T~]',-:'"~'~.~'ge Pit brain Field Depth of Inlet . I)ept~6'~[~'f~)it or Lrenci, .... '~ .......... CDr, .~ m_ _. ~ ~..,,_. ~/~_~__~_~. ~m.~-~-~ ....... .......... ~.. ~ ..... ~ .................... = ...................  MUNICIPALITY OF ANCHORAG~ DEPARTM~'"~r OF HEALTH AND ENVIRONMEI~L PROTECTION ~i 82~ L Street, Anchorage, Alaska 99501 .~.~ ~93b~~ 279-2511, ext. 224 or 225 #1: Time ~?,~9 ~2: Time Date &-~ ~% Date Insp. ~ Insp Date Received: __May 25, 1977 ~3: Time Date Insp REQUEST FOR APPROVAL OF INDIVIDUAL SEWER AND WATER FACILITIES 1. Lending Institution Request: Alaska Pacific Bank % ~U~ Be_~s_o_D Mailing Address: Post Office Box 420 99510 Phone: 276-3110/40 2. Property Owner: Jim Faiks/dba Western Enterprise~hone: 276-7725 Mailing Address: 3. Legal Description: Lot 7 Heritage Heights Subdivision 4: Single Family Residence: ~n~ Number of Bedrooms: Multiple Family Residence: ( ) Number of Bedrooms: 2 Well System: Permit # Construction Individual well ( ) Community/Public System ( ) ?? Depth of Well Well Log on File ( Bacterial Analysis e Sewage Disposal System: Permit # Septic Tank Size Absorption Area On-site System ( ) Public Utility Inst~lled Installer Manufacturer Soils Rate Material ( ) ?? Distances: Well to Septic Tank to Sewer Line Nearest Lot line to Nearest Lot Line to Absorption Area Absorption Area MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 L Street, Anchorage, Alaska 99501 279-2511, ext. 224, 225 REQUEST FOR APPROVAL OF INDIVIDUAL SEWER and WATER FACILITIES A%UNJC. JPALITY OF ANCRO! DEPT. OF tIEALTH & £NVIr, O[ :'.C~,;AL IJAY 5 1 77 RECEIVED 1. Type of Inspection: VA FHA 2. Property Owner: Jim Faiks dba Western Enterprises CONV xxxx Mailing Address: ' ' Day Phone: 276 7725 Name of Buyer:. Frederick W. and Tobey M. Johns 8100 Majestic Court Day Phone: 274 7751 Mailing Address:. 4. Name of Lending Institution: Mailing Address: P. 0. box 420 276-3110 5. Name of Realtor or Agent: none Mailing Address: 6. Legal Description: Lot 7, Heritage Heights SD Anchorage NHN YUkon Dr. off Abbott road--see map attached Alaska Pacific Bank Anchorage 99510 Phone: Phone: Location: 7. Type of Facility to be Inspected: 8. Water Supply Type of Supply: unknown SF No. Bdrms. 2 Public Utility. Individual If Individual, number of dwellings presently served If Individual, depth of well Sewage Disposal System Type of System: unknown Public Utility If Individual, date of installation Individual {on-site). 72-003(3/76) Page Two .. ' Department of tlealth and Environmental Protection ~ Request for Approval of Individual Sewer and Water Facilities Legal Description: Lot 7 Heritage Heights Subdivision Comments: Affadavit Attached: ( ) Letter Attached: ( ) Department Worksheet: June 14,2001 Municipality of Anchoragd George P. Wuerch, Mayor Build,rug Safc~' Dix~sion P.O. Box 1OCoC~0 · 4700 S. Bragaw Street Anchorage, Alaska 99519-6650 * (907) B43-8~01 ht tp://~'~'w.ci .nnchorage.nk.us ~epzlrtmen! o~ Public Wo rk,~ Charles T. Fen'ell Chuck's Backhoe Inc. 15415 Old Seward Highway Anchorage, Alaska 99516 Re: Heritage Heights Subdivision Lot 7, P.I.D. 051-361-26, Undocumented Wastewater Disposal System, Uniform Summons and Complaint #A1203676 Dear Mr. Ferrell: On June 4, 2001, this office issued a permit to install a new septic tank for this property. As part of the review process, we discovered an additional undocumented wastewater disposal field. After further investigation we received evidence that you constructed the wastewater disposal field approximately two years ago. Our files have no documentation of any soil tests, engineering design or inspections on the disposal system. Our records also indicate that this is not the only time your company has constructed wastewater disposal systems without a permit required by Anchorage Municipal Code. Construction of a wastewater disposal system without a permit is a violation of AMC15.65.030, A. Enclosed with this letter is a Uniform Summons and Complaint. This document requires you to appear before a magistrate at 303 K Street within 5 working days from receipt of this citation. You are hereby notified that any further construction of wastewater disposal systems without the required permits within the Municipality of Anchorage will result in a disqualification of your firm from being an approved excavator to install these systems within the MOA. If you have questions, you may contact me at 343-7907. Sincerely, Civil Engineer On-Site Water & Wastewater Program Municipality of Anchorage Bttilding S/Wety D~x'islon P.O. Box 196('>50 · 4700 S. Bragaw Strcct Anchorage, Alaska [Y.)519-61350 * (907) 112h'~-8301 h t t p://wx~'w.cl.anc horagc.ak.us ~epartmenl o~ Public Works Attached is a copy of the SUMMONS AND COMPLAINT issued to you for violation of Anchorage's well and/or septic code (Anchorage Municipal Codes 15.55 & 15.65). Specific violations are listed on the citation. The original citation will be filed with the District Court for the State of Alaska. The citation has been duly served and includes a mandatory court appearance. You are REQUIRED to appear within 5 working days of receipt of the citation at; 303 'K' Street Anchorage, Alaska Court hours are Monday - Friday, 9:30 to 11:30 am and 1:30 to 3:30 pm. Be advised that waits may be longer for arraignments on Tuesday and Wednesday mornings. CONSEQUENCES OF FAILURE TO APPEAR (effective July 15, 1998): Ifyou fail to appear in court in response to this citation within five working days, one of the following will happen: A. A default judgment will be entered against you for the maximum penalty permitted by law plus $50.00 in court and collection costs plus any surcharge required by statute. Efforts to collect this judgment will include attachment of your Permanent Fund Dividend. -OR- B. A warrant will be issued for your arrest, and you will be assessed an additional fee of $75.00 whether or not you are convicted of the offense. If you have any questions about your court appearance, please contact the Alaska court System, Traffic / Minor Offenses Division at 264-0713. If you have any questions regarding the charge against you, please contact Daniel Roth at 343-7907. Attachment: Citation #A 1203676 Municipality of Anchorage Development Services Department Bulldlng Safety Division On-Site Water & Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519.6650 www.d.anchorage.ak, us (907) 343-7904 Parcel I.D, 051-31626 1. GENERAL INFORMATION CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAHILY DWELLING 3111 "C" ST. SUITE 100 99505 Complete legal description HERITAGE HTS. LOT 7 Location (site address or directions) 6040 YUKON RD. Current Property owner(s) FRED JOHNS Mailingaddmss 6040 YUKON RD. Lending agency Mailing address Real Estate Agent BETH SIMPSON/DYNAMIC Mailing address · Day phone 727-2584 Day phone Day phone 261-7658 Unless otherwise requested, HAA will be held by DSD forpickup. 2. NUMBEROF BEDROOMS: 3 3. TYPE OF WATER SUPPLY: Individual Well Individual Water Storage Community Class Well Public Water System TYPE OF WASTEWATER DISPOSAL: Individual On-s.!te Individual Holding tank Community On-site Public Sawer The Municipality cf Anchorage Development Services Department (DSD) Issues Certificates of Health Authority Approval (HAA) based only upon the representations given in paragraph 5 by an Independent professional civil engineer registered In the State of Alaska. Certificates of Health Authority Approval are required for the transfer of title (except between spouses) for properties served by a single family on-site wastewater disposal and/or water supply system. DSD also issues HAAs upon request to homeowners. CeffJficates of Health AuthorJty Approval are valid for go days from the date of issue for properties served by a private or Class C well and may be reissued with new water sample results less than 30 days old. (Certificates may be reissued for a period of up to one year with valid water samples.) Certificates ara 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, I vadfy that my invesb'gation, based on procedures outlined in the Health Authodty Approval Guidelines for this application, shows that the on-site water supp¥ and/or wastewater disposal system is(are) safe, funcb'onal and adequate for the number of bedrooms and type of sffucture indicated herein. I further verify that based on the Information obtained from the Municipality of Anchorage tiles and from my investigation and inspection, the on-site water supp¥ and/or wsstewater disposal system is(are) in compliance wfth all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. NameofFirm ALASKA WATER &: WASTEWATER CONSULTANTS. INC. Phone 337-6179 Address 6901 DEBARR ROAD. SUITE 2B "ANCHORAGE. AK 99504 Engineer's Printed Name JEFFREY A. CARNESS, P.E. Date "~/~,'~/c/ Engineer's Comments: In conducting this evaluallon, AWWCo Inc. attempted to provfde e thon~ugh, conscientious engineering analysis of the ~3/stem In accordance with ADEC and MOA DSD Guidelines & Regulaffons. The reported results described the perforrnence of the system under the condi#ons encountered at the time of ~ test. and separa~ol distances measured to readily Identifiable features. The operational llfe of all wells and septic systems depend on the local so~Ts condition, greundwat~' levels that may tluctuate during the year, and the w'ater usage of the family being sert~d by the system. These conditions are outside the control of the eyaluator of the system. Satisfactoq/ test results do not guarantee future pedonwance of the system, nor do they guarantae lhat there are no hidden defects or encroachments. AWWC, Inc. can therefore not protdde any warranty or lucre es~mate of how long the system will con~nue to meet the opera#enal r~qulrementa of the ADEC or MOA DSD. The content of this report is for the sole benefit of the owner listed above. Any m/lance upon or use of this report by any other pec3on or party Is not authorized, nor will It confer any legal fight wha~,oever. DSD SlGNATU'RE ~ Approved for ~ bedrooms, Disapproved. Conditional approval for __ Attachments: HAA Checklist Septic System Advisoi'~ Well Flow Advisory Manitenance Agreements Supplemental Engineer's Reort Other Original Certificate Date: Municipality of Anchorage Development Services Department Building Sa;.~y OM~on On.Site warm. & Waltw, mtm Program 4700 South Bragaw SL P.O. BOX lg6650 Ancflorage. AK g951g-6650 HEALTH AUTHORITY ~.PPROVAL CHECKLIST HERITAGE HEIGHTS LOT 7 Parcel ID: 051-56126 Legal Description: A. WELL DATA Well type PUBLIC If A, B. or C provide PWSlDft Well Log (Y/N) Date completed Sanitary ~eal (Y/N) Wires pmpe~ p~~) Total depth fL Cased to fL ~_....~ngt~lght (above ground) In. FROM INSPECTION Static water I~1 ~ fL fL ~~'"'"'"~ ~.p.m. g.p.m. .~.~'~VATER SAMPLE RESULTS: Date Installed 7/'17/'2001 Ca~noute (Y/N) High water alarm (Y/N) YES N/A B. SEPTIC/HOLDING TANK DATA Tank l~jtpe/Matettel S.T.E.P./STEEL Tank size 1500 gal. Number of Compartments 2 Foundafloncleanout(Y/N) YES Dapresslonovertenk(Y/N) NO Date of pumping NEW Pumper C. ABSORPTION REID DATA ~ Date Installed ?/lg/2oo1 Sail mt~ng ~ ~/lxlrm) 1.2 Length 55 fL Width 2.5 fL Total depth 12.o fL Eft. absorption area 528 fl= Monltmtng lube YES Date of adequacy test NEW ~$U~ (Pils~JFall) PASS Fluid depth In ebsorpfien field before t~t - in. Water added - gel. E~p~d Time: - min. Final fluid depth - In. Any rejuvenation bealmant (past 12 mo.) (Y/N & hq~e) System type DEEP TRENCH Gravel below pipe 8.0 fL Dapmsalon over field NO For 4 bedrooms Newdep~ - In. Absorption rote >~ - g.p.d. NONE KNOWN ff y~, gN~ ~te -- D. LIFT STATION 'Pump on' level et 42 In. Datum BOTrOM OF TANK SIzeln geflora~ Manhote/_.a~-~__ss (Y/N) Y~ 'Pump off' level et 42 in. High water alarm level et 46 In. Cycles tested. NEW Meets alarm & dmult requirements? YES E. SEPARATION DIETANCE~ SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lilt stefion on lot On adjacent lots At=orpUon field on lot Publlo sewer main ~-./ Publio eswer manhole/clesnout ~ Holding tenk SEPARATION DISTANCES FROM $EPTIC/HOLDING TANK ON LOT TO: Buliding foundafion 5'+ Property line 5'+ Abaorpfion field. Water main 10'+ Water eervk:e llne. 10'+ Surface water. 100'+ Wells on adjacent lots 10o'+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line 10'+ Water esn~e line 1 o'+ Curtain drain NONE KNOWN Building foundation, 10'+ $urface water 100'+ Wells on edJacent lots, 100'+ Water main 10'+ Driveway, paddng/vehlcle storage 25% F. COMMENT~ O. ENGINEER'S CERTIFICATION I cerlffy that I have determined through field inapecl~ne end review of Municipal reconf~ that the above ey~eme am In conformance with MOA HAA guldeflnes in effect on thle date. Engtnes?e Pdnlml Name; Oats "/ JEFFREY A. OARNESS Waiver Fee $ Date of Payment Receipt Number.