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Home My WebLink AboutHILLSBORRO TR B MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES Environmental Hearth Division 825 'L" Street, Anchorage. Alaska 99502, Telephone 264-4720 /~- ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Name Address Township, Range, Section TANKS ~i~ SEPTIC [] HOLDING Manufacturer Capacity in gallons No. of Corn Material TYPE OF SYSTEM []TRENCH ~ BED [] W. DRAIN [] OTHER Depth Io pipe bottom from original grade Fill added above original grade Total depth Irom original grade Gravel depth beneath pipe ~FT 0o~" FT Gravel lenglh ravel widlh · ,,~ ~' FI lq FT Dislance between lines Total absorption area ~SO FT ~ FT Pipe material Number of lines Soil rating InstaUer Date Installed WELLS ~PRIVATE [] OTHER (Identify) Classification (A,B,CI Total Deplh ET Cased to Installer Date Inslalled: ET Municipal and $1ale guidelines i, eliecl O, this .... WELL DISTANCES SEPTIC TANK ! ADSORPTION FIELD ! LOT LINE FOUNOATION WELL AS-BUILT DIAGRAM (Show location ol well, septic system, properly lines, foundation, driveway, water bodies, etc ) Sc.re: ~ Inspections Pedorr~ed by Date: oerlJly Bat Ihis inopectien was perlormed according to all ENGINEER'S SEAL H U hl I C ]: F' A I... :1: -I" Y 0 I:::' A Iq C I"1 I::) R A G Iii!: Del::)al*tm(~.~'r"~t c:)f' Health ~..: l"~lr.trf~aFf ii? ,'..,':: ~::.:i I.. ,'.iiH.'..r, est~ Ar'v:::hor'aqe, Alaska 99~50:1. Date :l:ssued,", 01ii!/()3 U p g r' a d e E n g i n e e r' D e s :i. g n e:d Owner' Nam~:,: "I'OM LA VEL.I..E (]t,,~rv~!r, Addr'ess: 670:1. F:'OR"f'UG(.:R.. I:::1 .... A N C H 0 R A G E, A K 9 95:1. 6 Day F:'h one i; ;:.!;Zl.,5..... 1 ()85 I..cd'.. Lega 1: ,"~h..d::~ d i v :i. s :i. on ~ I...I I I...I....~,iiBORRO I....at ;: .... S(:.:,c t :L on: :t 1 ]"o~/4n sh :i. p: 1 ].l',J Range TI::;:A C T B I....o'{'. Size '7 A (sci. t"t .... (::)v ac::r'es) Max B~.:'.~d r' ooms ~, 'T'h i s F'e I- m :J. t: :5 To't'. a ]. [;E~pac: :J. '~..y ~ SEF:'T :[ [; "I"AI',IK: M :i. r'l :i. mt..Llr~ 't:. o't:. a ]. sep '1'.. i ~:: t ar'/k (::ap)ac:: :i. 't'.. y tank frlt..tst J'"h?:'tv(..~? ~'¢:~'t;. [eo.!i!v~.. ¢.?. C;:C)rOpE~r'tlfK:z.~r'~'t',.!,~,, [)671':)'[',.h to top of' s~:~p't'..:i.c rani.:; (s) < 4.,,(::) f'l:;~,¢...):,'~.. 1"6.)EJt..tipl~:~,% :i.r'lsLt].f~.'l:.:i. cd] (:)V6)I' 'l..i~l"lJ.:: (%) ~ ]:NS] Al_I... I:::'ER ENGINIEEI::IS DE~:~IGN, A BtZD ]'YI:::'E ABSORI:::"f'ION SYS]"EM WI'TI"I A 77' SAND FII...'r'IER B~I.%.OW, LENGTH~ 36'~j W]:D'f'H: 18'; TOTAL DEPTHJ~ 5'; GRAVEl.... DEPTH: 6",, '1"HIS F'ERMIT ]:S ISSL.IED FOR A SINGI....E FAMII...Y DWEL. I. :I:NG ONLY AND EXP:I:RES :[2/;:];1/88, NOTIF'Y DHHS PRIOR '1'0 AI.,..L. I Iq S I:::' E C T :1; E) hi S ,, I CE]:CI"I F'Y "I"HAI',~ for'th by 'f.l'~e I'durlic:Lpa~:i. ty of Arlc:hor'age (MOA) and the S'[.a'l:.e of Alaska,, 2.,, ]; t,t~i:l. 1 :i. nsta].], the !~iys't;.E.~lll ir] acc:Ol"d~¢:trlc::e Ni'(.h all MOA c:c:Jde?, and ~-egu:l. at:Lor'~s, and in compliance with the des:i, gr'J cpiter'.:La of t.h:~s per'm:t.-t..~ :5,, :1: ~i:l.l adl"le0c.:.) 't'..o al:L MDA and State o¢ ~laska r. equir'ements f'of the set I::)ack (::J J.~F~..ar'l(:::E~i~ ~' ~"(::)~i al']y (~.~,~ :i.%~. irl(.~ w6.)]. ]. ~ ~A%'~,E.~,~:~t~f' (::1 :i. sposa], system c:)p pul::) 1 :i.c Ji{;(.:.)~,~6H"a(;'f6~) sys't..em or'i 'Lhis or' any ad.jac:errt', o1- nearby lo'L,, ]: t.tr'lcl6~pstarld tha'~, t.h~s pepin~.'t. :i.% vi~]J.d for' a rilax:i.f'f'~l..~m of' al. so Ltfldel"s'~.ar'lc:l that 'It, he capac::i, ty (:~' t. hD 't..c)'t'..8]. Dy%'t.E+~ :i.s 3 [:)eclr'(3cim% arid any en].ar'gement will r'equine an add:Ltional per'mi'(.,, Tobben Spurkland P,E. ?..---. ~ 7j -Fobben Spurkland P.E. · , 203 W. 15th AVE "C" SUITE 203 ANCHORAGE, ALASKA 99501 TELEPFIONE: (907) 279-3916 CONSULTING ENGINEER Department of Health and Human Services P.O. Box 196650 ANCHORAGE, ALASKA, 99501 July 28, 1988 Subject: Septic System Upgrade Permit Tract B, Hillsborro Tom LaVelle Gentlemen: On July 21 the existing trench on subject lot was exposed due to adequacy test failure. The water level in the standpipe was observed to be at ground level and the water depth in the tank was measured to be 59 inches. Both observations indicating a severely surcharged system. Upon exposure of the trench no evidence of imported sewer rock was seen, it appeared that the the distribution pipe was buried in the on site gravely material. This system was installed in 1976 and approved by the Health Department at that time. Design for an upgrade is submitted. The attached soil log shows a gravely material with a percolation rate less than 2 mtn/in to 9 feet. Below 9 feet is a relatively dense sandy silt which was rated as 150 in 1976. A small seep was observed at the interface of the gravel and the silty material. The seven day monitoring period did not show standing water in the monitoring tube,~ indicating that the_ ~ ..... observed. .... water~ _ was _temp°rary ....... in nature._ . Paragraph 15.65.060 of the AO # 86-21 requires that a filtration layer 2 feet thick be installed when soils with a percolation rate of less than 2 mtn/inch are used for a soil absorption system. Our d~ig~ ~)es ~0~ ~p~cify this filtration la~r since the e~iSting sandy_s~i!t !~yer :!n~[[e~ ~s~ f~l ~perior to an im~0~d layer in PUrifying ~hi~ S~%[~ effluent. we will also argue that in this case a trench can be installed in the gravely soil, and that in a short time sufficient organic build up will occur to s~c~e ~a ~ ~i0~ - di~6ha~g~ tO ~r~d~ ~0i~ ~h~n t~J[S~ t~n&~ ~' e~cavated '~o evidence of septic soils could be seen with in two feet of the stand pipe. The excavation was 10 feet deep and the distance to the standpipe approximately 2 feet when the bank broke and the the pit flooded with septic water, qbvious!x tb~ 9r~ag~q m~t very effectively prevented thesseptic water from percolating Tobben Spurkland P.E. Subject: Septic System Upgrade Permit Tract B, Hillsborro Tom LaVelle pg. 2 Base on the above observation and the fact that the existing sandy/ silty material meets the intent of 15.65.060 we ask for approval of the propose system. T.S~urkland P.E.- Municipality o! Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST (ENGINEER'S SEAL) DATE PEI~FORI~ ED: LE A'*SCR,.T,ON: SLOPE 1 3 4 5 6 7 8 ENCOUNTERED? SITE PLAN IF YES, AT WHAT DEPTH7 MonilorinD? _ Dale: Gross Net Depth to Net Reading Date Time Time Water Drop PERCOLATION RATE ~__ (m,nuIes/mch) PERC HOLE DIAMETER 10 11 12 13 14 15 16 17 18 19 2O -- . TEST RUN BElWE[~N ---1..L--__ FT AND ~1~ ACCORDANCE W TH ALL STATE AND MUN CIPAL GUIDELINES IN EF~T ON THIS DATE. DATE: 72-008 (Rev. 4/85) · ' . Tobben Spurkland P.E, MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & HUMAN SERVICES DIVISION OF ENVIRONMENTAL SERVICES CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAl_ OF ON-SITE SEWER AND WATER FACILITY 264-4~44 Application Date ~/~¢ GENERAL INFORMATION (MUST BE COMPLETED PRIOR TO SUBMITTAL) (a) Legal Descript!~.~nc~__ Iot,.c~,block,H,~,subdivision,l/g O ~"¢'~:)secti°n' township, range) Location (address or directions) 6-7o/ ?& (b) Property Owner 70'~L~t/¢/-~/'¢--- Telephone: Home Mailing Address_ ~',-'~ // 2-D"~--C~ /~.4__C.~-~. ~¢ ~// (c) Lending Institution ~L6~--- W ~ A Telephone Mailing Address_ Business (d) Real Estate Company and Agent Address Telephone (e) Mail the HAA to the followina address: or: Check here~% if hold for up. List contact person and day phone ~...b~ pick / TYPE OF RESIDENCE Single-Family)~., Number of Bedrooms ' WATER SUPPLY Individual Well~l~ Community [] Public [] Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. SEWAGE DISPOSAL Onsit Public [] Community [] Holding Tank [] Note:/if community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. Page 1 of 2 72-025 trey 8/86) Front ENGINEERING FIRM PROVIDING INSPECTIONS, TESTS, FILE SEARCH,'DA'rA AND INFORMATION As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation of this Health Authority Approval shows that the on-site water supply and/or wastewater disposal system is 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 in compliance with all Municipal and State codes, ordinances, and regulations in effect on the date of this inspection_ . /~ Name of Firm7'~'- ~ Telephone Address Date Engineerls Seal DHHS APPROVAL Approved for ?~/~,~_Z~bedrooms by Approved ~ Disapproved Terms of Conditional Approval Conditional CAUTION The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health Authority Approval certificates based only upon the representations given in paragraph 5 above by an independent professional engineer registered in the State of Alaska. The DHHS does this as a courtesy to purchasers of homes and their lending institutions in order to satisfy certain federal and state requirements. Employees of DHHS do not conduct inspections or analyze data before a certificate is issued. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. Page 2 of 2 72-025 (Rev 8/86) B~ck CHECKLIST- FEBRUARY 1984 264-4744 WELL DATA Well Classification Well Log Present (Y/N) Total Depth ~ 'Z¢ 7,.. Cased to Static Water Level / ~, O Y Casing Height Above Ground Electrical Wiring in Conduit (Y/N) Separation Distances from Well: To Septic/Holding Tank on Lot / To Nearest Edge of Absorption Field on Lot To Nearest Public Sewer Line Date Completed ~t ~44~,--¢4,4 Yield Depth of Grouting Pump Set At ~ 2.0 'z,.. Sanitary Seam on Casing (Y/N) Depression Around Wellhead (Y/N) If A, B, C, D.E.C. Approved (Y/N) _ ~/A '7, '2- ¢' I? ; On Adjoining Lots ; On Adjoining Lots To Nearest Public Sewer Cleanout/Manhole Water Sample Collected by Water Sample Test Results Comments To Nearest Sewer Service Line on Lot ; Date B. SEPTIC/HOLDING TANK DATA Date Installed ¢~'/~ '~ _ Size /0 0-O No. of Compartments 'T Standpipes (Y/N) -r'M/¢ Air-tight Caps (Y/N) 'y Foundation Cleanout (Y/N) Depression over Tank (Y/N) ~ Date Last Pumped Pumping/Maintenance Contract on File (Y/N) b4,//~ ; for To Property Line To Water Main/Service Line Course Holding Tank High-Water Alarm (Y/N) Separation Distances from Septic/Holding Tank: To Water-Supply Well /0 /oo Temporary Holding Tank Permit (Y/N) tq To Building Foundation -~ ~-'~' To Disposal Field ~,~O ~ To Stream, Pond, Lake, or Major Drainage Comments Page 1 of 2 72 0261Rev ~861 Front C. ABSORPTION FIELD DATA Soils Rating in Absorption Strata Date Installed Width of Field Square Feet of Absorption Area Depression over Field (Y/N) Results of Last Adequacy Test Separation Distance from Absorption Field: Type of System Design Length of Field Depth of Field '7' Gravel Bed Thickness Standpipes Present (Y/N) Date of Last Adequacy Test To Water-Supply Well To Building Foundation Lot To Water Main/Service Line ,'~/'(.,~ To Stream/Pond/Lake/or Major Drainage Course To Driveway, Parking Area, or Vehicle Storage Area To Property Line T~ or Abandoned System on ; On Adjoining Lots TO Cutbank (if present) Comments D. LIFT STATION Date Installed Size in Gallons "Pump On" Level at High Water Alarm Level at Tested for Electrical Codes (Y/N) Dimensions Manhole/Access (Y/N) "Pump Off" Level at Vent (Y/N) Pumping Cycles during Adequacy Test. Meets MOA Comments ** Check Permitted Bedroom Rating Against HAA Request ** I certify that I have checked, ver, iCied, or conformed to all MOA and HAA guidelines in effect on the date of this inspection. Signed *'~- ¢~4-~¢-'/'~.//' Date MOA No. Company Receipt No. Date of Payment Amount: $ ,/,,~ C-O ~ Page 2 of 2 72-026 fRev 8/861 t3ack Engineer's Seal CONSULTING ENGINEER TELEPHONE (907) 279 RESIDENTIAL WELL INSPECTION LEGAL: LOCATION: OWNER: TYPE OF WELL: Tract B, Hillsborro 6701 Portugal Place Tom LaVelle Residential Single Family WELL LOG AVAILABLE: No INSTALLATION REQUIREMENTS MET:Yes PUMP YIELD FROM TEST: 7.25 gallons per minute DATE OF INSPECTION: July 21, 1988 TEST PROCEDURE: Well was pumped at a constant rate while the drawdown was monitored with an acoustic probe. At the beginning of the test water level was found at 120 feet below top of casing. At a pumping rate of 7.25 gallons per minute the water level dropped to 202 feet after 55 minutes of pumping and remained at that level for the remainder of the test, 25 minutes. A total of 550 gallons were pumped. The well recovery rate was monitored for 30 minutes. The well recover to 141 feet during this period, a 74% recovery. TEST FOR E.COLI AND TOTAL NITROGEN: Water was tested for E.Coli and total nitrates on July 23, 1988 E.Coli 0. Total Nitrates .40 mg/1. Max. allowable Total Nitrates 10mg/1. TEST RESULTS: This well meets the requirements of the Municipality of Anchorage. THIS WELL WILL PRODUCE MORE THAN 3 GALLONS PER MINUTE FOR THAN FOUR HOURS MORE The Municipal requirement for well flow is ]_50 gallons of water per bedroom per day. This well exceed this requirement. The assessment of the condition of the well applies only to the conditions as of the day tested. The flow rate may change due to subsurface conditions that may not be observed from the surface, and changes in the land use and other factors that may impact the aquifer feeding the well.