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GREENLAND BLK 7 LT 3
Municipality of Anchorage Page I of DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744 On-Site Wastewater Disposal System and/or Well Inspection Report Permit Number: 5k/ ~f3 O2S8 PID Number: O IS' I "/I1O Name:Wastewater System: [] New ~{Upgrade GRE~GORY .5 ,fl ~ ,8, £ p_. , Address: ~7o0 ~ I]a ~-~ AvE A~c~l. ~r,,~ ABSORPTION FIELD , --, No gl Bedrooms: ~} Deep Trench ~ Shallow Trench D Bed D Mound ~ Other. L E G A L D E S C R I PT I O N Soil Rating: Total Depth from original grade: GPD/Sq. FL Lot: Block Subdivision: Death Io pipe botlom from original grade: Gravel depth beneath pipe 3 ~/ ~EENLANb Ft. Ft. Township:, 2 ~ [R~tnm': 3 ~ tS°cfi°n2 I Fill added abovo original grade: FL Gravellength: Ft. WELL: ~x~5'pNE? New [3 Upgrade Gravelwidth: Number of lines: disla~cebetweenlines: ......................... FL Ft. Classificalion(Prwal9 A.}~C~ 5otalDepth: CasedTo: Total absorption area: ~ Pipe material: FI FI SQ. Ft. Driller: [)alcDtdhzd StalicWalerLevel: Installer: T~Ir ONLI¢ Date installed: ~, ~, TANK SEPARATION DISTANCES %s~,t~c u Ho~di,¢ U S.T.E.,. , Number of Compartments: Wator >10~' v/go - - ~/oo' LIFT STATION Line ~0 ~ ~ ~ ~ ~O¢ ' Foundation [I 2 ~ ,~ 2 ] .... 0 "Pump on" level_ at: "Pump off" level at: High water alarm at: CurtainDrain ~ ~ __ -- ~ Pump blake & Model Electrical Inspeclions performed by: Remarks: 5eC/fc__~n [( r~ ((~m~/~ m~l/~ BENCH MARK I Assumed O Elevati°n:/o~, ENGINEER'S SEA~' '" Inspections performed by: FLy.aP ~E~J_S__F¢.S. Dates: lst_Z~Z~/~3 '""..................t...~ Department of Health and Human Services approval ¢.,~".. c[-a589 Permit No, __5_M_. ~'3~ 2 gE__ Page P' of ~' Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P,O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744 On-Site Wastewater Disposal System and/or Well Inspection Report Legal Description: _L.o~I_ _'3~, Bi.k: ']. ~REEN LANI) SUB. PID No.: C)l,_q'l'-IIlO EXISTIN(o SoIL ,qBs, TRENCH --------~... NEW ~ooo 6AL N~W FouNDATiO~ CL~N ou~ Co ~C~E T~ ~' ~ 'r~- 2 BDR~ House 1'=30' Permit No. _.._.-_~_~'/ .q, "5 _0_.~;~.$ Page __ 3 of ~ Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 e Anchorage, Alaska 99519-6650 e Telephone: 343-4744 On-Site Wastewater Disposal System and/or Well Inspection Report Legal Description: l, oT -3 t~L~: ?_, GRE~NL/IMD .S~'E, PIDNO.: OJ ~ l'l//O I0o q ~'. "1 ' I ~vE P,T. ~PTIc V[R'FIC/IL gCALE : ["'~,~ No ~-JoR ~ Z OH'F/~L $CAL~ 99£' . INV~:RT ~ TIE IN To £x~STIN G TI~£NCH D~sT. EN C.~N~; F..B~ SEAL ~.~,~-r,:. ,.-;., .- ;.,.. 4 '~ ~ ~THEOOORE F. MOORE ~ PAGE 1 OF 1 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 ON-SITE WASTEWATER DISPOSAL SYSTEM (UPGRADE) PERMIT PERMIT NUMBER:SW930288 DESIGN ENGINEER:FLATTOP TECHNICAL SERVICES OWNER NAME:SARBER J GREGGORY OWNER ADDRESS:4700 E ll2TH AVE ANCHORAGE AK 99516 DATE ISSUED: 8/11/93 EXPIRATION DATE: 8/11/94 PARCEL ID:01517110 LEGAL DESCRIPTION: GREENLAND BLK 7 LT 3 LOT SIZE: 18095 (SQ. FT.) NUMBER OF BEDROOMS: 2 THIS PERMIT: 2 THIS PERMIT IS FOR THE CONTRUCTION OF: SEPTIC TANK SYSTEM 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 (iSAACS0). 3. THE ENGINEER MUST NOTIFY DHHS AT LEAST 2 HOURS PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY CALLING 343-4329 OR 343-4681 AFTER BUSINESS HOURS 4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING WEATHER MUST BE EITHER: A. OPENED AND CLOSED ON THE SAME DAY B. COVERED, SEALED AND HEATED TO PREVENT FREEZING 5. THE FOLLOWING SPECIAL PROVISIONS. SPECIAL PROVISIONS: PERMIT IS FOR REPLACEMENT OF SEPTIC TANK ONLY RECEIVED BY: f~ ~~ ISSUED BY: DATE: ~/1//9~ DATE: ~/?!/ct ~ ~ ~1~7 ~N~ Ptp~ ~cAA~,' I u.. ~o ' ~ ethnics] ~ervices 14530 Echo Street Phr~' ~(9'3 ~ Xc~eu~ys.o P~r' A~chor~ge, Alc~s!ca 99ol -~ /~' MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ENVIRONMENTAL ENGINEERING DIVISION 825 L Street- Anchorage, Alaska 99501 Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT - PHONE _ 344-0013 H&M Excavating MAILING ADDRESS SRA 77-M [~]NEW ~UPGRADE LEGAL DESCRIPTION L3B7 Greenland NO. OF BEDROOM8 2 LOCATION ll2th wWellAbsorption area I DISTANCE TO: ~ 2 I Manufacturer ~ I Existing not changed: Insidelength ~ ILiq. capacity in gallons IF HOMEMADE ~ ,- '" DISTANCE TO: IWell -J~2 I __L ~-~ ManufacturerDwe ng w ,', I Iweh Foundation ~ ~' I DISTANCE TO: / 102' lu'2~ I No. of lines ~.ength of each line ~.. z ~u. = .- I 1 / 41 ~ ~- Top of tile to finish grade -- ~ 5 Feet u~ Length Width Depth <~ I- I Type of crib (;rib diameter Crib depth __~ ~' DISTANC~ 'TO: Well ~, IClass Depth Driller .~ Building found~atio~ Sewer line DISTANCE TO: IDwelling Material Width PERMIT NO. No, of compartments Liquid depth PERMIT NO. Material Liquid capacity in gallons Nearest lot line PERMIT NO. 10.5' 780707 Total length of lines Trench width Distance between lines 36 inches N/A Material beneath tile Total effective absorption area 7 Feet inches 574 Sq. Ft. PERMIT NO. Total effective absorption area Building foundation Nearest lot line Distance to lot line PERMIT NO. Septic tank A~sorpt on area(s) OTHER PIPEMATERIALS Plastic SOIL TEST RATING 25O INSTALLER H&M Excavatinq REMARKS 41 foot Leech Field installed on property, existing system was in road riqht-of-way. APPROVED 6EEGAL Lot 3 Block 7 Greenland !~ [,. l: ' ' i'll l[/::':':([~iZl'l,"[:;l"f i[ ["llf:i :il. fl. ?. T'l 1 l....[}::: !:!ill::' l[iiil:i[~li~[[i~[l'l,ll..F:ll:':l[) IJ!i:l"'[) i'''l[::[::'::][}'1[lJil'1 l'':ll'.ll'''!l}:[![lq: Of:: l}!i:[!!:!)[;i:()l[)~'1?!: L~' ~ F:'FJ:;II'I l I 'lll I::ll:::'[::'[.l i[ IZ:l:::ll'.,t'!' I If::IiE "llll"ll!~i I'i:[!{'.~i;[::'()I'lt:!]; 11 Ii!: ]i I~ ]i T"," lll'('J I NI:"I[)I:;).I"lJ 'lll] ]i ::ii; !)I::F'!::It;YI-I"llU~iN'I [:'ll. lt:;il ]i bi(ii ]"!'lJ:i I N%--I I:::11...I...1::1]' ii ON ]i I'"t~ii;F'(((Y! i}i ON!ii; OF: l:::ll",l"r' I-'.11![I .! .? f::l[)..)'l::l(1)[::'l",lT 'T'O "t'H .11 '.i!i; F:'F;'.()I:::'Ii:]:~i'.T"r' I:::!t",![:' "!'1 d'i I",Jl.ll"ll:i!',l;ilP. 01:::' I;i'.E:Z% ]i I)l~ii]",IfJ:l~ili[:; "I't'II'::IT TI'II:![ I,.IE[!..I.. I,.I i!i I..I.... .:.:,l:::..,:. v ~:.. Fl'fI 'l'l"ll::l'!' IX:' I':lJ"l I Il. [[ I:::11:~i [ii::':': 'Ill-II'f[ Ivll..IN tl.L. I.J I":1 [:'[[ F~ii[i/I't::1N I)'FHI::I'J1 I:::IF:'PI.. ].' I/.'.I:IN i" Jl J ,Iii.: ['1 / Hea MUNICIPALITY OF ANCHORAGE h and Environmental Prote Fourth Floor West 825 L Street Anchorage, Alaska 99501 279-2511, x 224, 225 Lon ................... ~NS'i~fF. CTION REPOR'f ON-SITE SEWAOE DISPOSAL DISTANCE NUMBER OF FROM Wi]LL ___ MAriUFAC'IURE R .......... MATERIAL COMPARTMENTS INSIDE LENGYH ......... INSI©E "~/1[)1 FI ...... LIQLtI[) DEPTH LIQUID CAPACITY GALLONS, - tI TIt. E I_)Rr*, N FIEI...D: TOTAL LENGTFI DISTANCE [ ROM WELL ._ . FOUNI)ATION ____ _NEAREST LOI LINE ........ OF LINE ¢ of Lines .......... DISTANCE DETWEEN LI~!ES ........... TRENCH WIDTH 1N. TOTAL EFFECliVE Ai~SOIRI~IION AINEA ~7~ SQ. F'F. LENGTH OF EAClt LINE [)EPTlt OF FILTER DEP]it: 'lOP OF I'ILE I'O F!NIS~I GRADE ....... MA-IERIA! BENEATH -rILE ..... _0 IN. ABOVE TIfF IN. SEEPAGE PtT: IJI,.SMETER ____ OR WIDTtl ...... LENG'I-it .... DEPTH Log Crib Rings BUILDING FOUNDATIO?~ .... Crib Size: DIAMETER ..... DEPI't~I ...... DISTANCE I:ROIVl: WELL 'I'OT Al.. EF FI[CTIVE NEAREST LOT LINE ...... A.I~SORPTION AREA (WALl.. AREA) Well Class: Depth: Well Distance To: Lot Line Bldg: Sewer Line: Pipe Materials: # of Bedroom~ Installer: Remarks: _.SQ. I:T, t ~'~PP R OV E D I ,,lii:l}il:::l L. :1.:'1.;;?.'1" H I'HE t:;i:l:;:{(;!l.J I I;;IE:I:::, :iii; I ;;:;.:IE O1:' "f'HE SO I L. FIB:5OF;i:PT' I ON E.-';"r':~i;TE:r'l I i~;: 'THIE L. EN(:~fI'H [:, I MENS 1 O1',1 I ~; THt:i:: L. ENGT'H ,:: I i'.4 F:EET ::, OF:' '1'1'~11!~; 'TI;i:Ei:1'.4CH O1:;i: DFi:I:I I I'.,IF I I:iil_[.:,. THIE I)IEI::"r'H OF' F:I 'f'I:;i:EI'.,IE:H OK'. PiT IS THIE t)iSTF:INCE lii:E"INEIE1'.,I 'l'blE :~;L.li~'.F'l:::ll]:liii: OF ITIE GI:;~tEiI.J1'-41) FI1'-,ID 'I'HIE li~:O"l'TEfl','t OF THE E;:.:,CI::IVFITION 'THEI~:IE :1: !i:; i'.,IO SIET Id I [::,TH F::'OF;: '.q:~'.ENCblES. It-.IIZ GF?.FtVEI.... DIEF'TH ]: :5 THE-: M 11'.41 MIJM [::,EI::'TH FI1",II:::, rHIE IE:O']TOM OF' THE E;:.:;E:FI',,,'FI'T I ON ,:: I I'.,1 FEET ::,. ...................................................................... F" ~:::::II hZ::: I1<:: IF=;II E:~iii E: IF;;" L_ IFil I1"-.11 "11E) IF:::"-Ir" :.i1:: ~L.)I Ih.fl ................................................................. FI I:'Fi(::I<FK.iiE F'L. FINT MFI"r' E:E INSTFILL..li!ilI:::, F:t'[' THE F'tEI:~:MIT-I"E]iii:'"'.:~; OI:::'TION :ili;UI3..ilt:iX3'l I'O I'biE FOL. LOt,.t I N[!i :1.. E:ITFh~EF?. t:::1 CLI::IS2i; I O1',~: ]:~ l",ti~i;F' FIF:'PROVE[) F'LFIN"I' MFI"r' BE: i I",I:~:;'I"FII....I_E:.[:'. 2. I:::l CON"I' I NI. JOU% I"IFI i N"I'ENFINE:E FIG~tEEMEN"t" I ~i; I:~:EX~:il.J I FltlE[:'. ]: I:: FI I'"11::~I I FI(:~REI:~J"IlZI",I'T I ii; 1",10'1" I<E:I='T CUI:~:f~:E:NI" "rq]ll.J MF:I"r' E',IZ I:~:IEQU I I:~tlE[:' TO E1",IL. FIF?.GIZ I't"IE: :iii;O I L I:::lliii~'.'4;OI;i:F'l"IO1',l S"r'tE;TIEFt t:':11",11%."'O1:~r '¢OU MF:I"r' E',E :51JEL)'EC"I ro PI:4'.OSEE:LIT'tON. Iii:RE:I-:::F I L.L.. i t'.,l[ii I]IF: F:IN"r' :~7.;"r'%'l'l:ii:J'/ 1.4 :[ 'THOLIT' F I I",IRL i N:i':;I':'EC'I" I ON FINI:::' FII:::'PF;;:[)VFtL B"r' i J'-I ]: ii; [:'Ii!!J:::'RF;'.'I'MI:.~]",I'I- I.'.IiI...L l{ii:'~:~: !';UI:B..tlEC'f' TO :[ E:[EI<:TIF:'"r' 'T'HFt"f' :1..: i FIM F'I:::IMIL. IFII:~: NI'I'H THE I:~:IEI:..:!L.IIF:,~iJ"IEN I':::i; 1:~'O17 ON-'iiii;I'l"E: SE].,JEt:;i::i-~; I:::INI?, 1.4EJ....I.Z!i; FIS SIET' F'OI'¥'I'H t~?'r' THE: MLINICII::'F:II_I]'"r' (::iF:' FINE:HOF?.FIGIE. 2.: I 1.4 1 L.L. :111",tS"1'1:::11_1.... THE S"r':i::;'I"EH ]: N FIE:E:OF~:[::'FII",tCE 1.4 ;1: 'f'H ']'HIE COl)ES. ;ii:: :[ IJ1",I[."EI;i:SI'FINI)'T'HI:;I-I "l'Hlii: OI",I-!5ITE SIEt.'.IEt;?. S"r'STE:M MFi"r' I;i:IEQUIB% bi:1",ll....F:ff~'.Gliii:Ml:;NT IF: I'HE I:;?. lE :iii; I [)IE1",ICE I ii; f;?.E:MOI:::'Ii.~L.E:I) TO i NC[...IJDE: MOP. E 'I'HFIN :iii: Department of Health and Environmental Protection 'I~ ':- ' "~ C. ', ~, Anchorage, Alaska 99507. '-C S()[hS l,()(; PEIH)I,ATI()N TEST This' fqrm reoort~: Soils 1o9 Percolation-test / ....................... DepLt~ Feet 2- 3 - 4 - 5- 12- ~as ground water encountered? I'[.yes, at wnac ut.Dth? ............ Reading Date Gross Time Net'Ti,ie L)eDLii tO Water [let i)r.op ,. - -~ .... ~,-- ' ' urain Field .Proposed "inSta.llathon: ;. oat. page p~tpti~CO..lj6.C¥&C};r_.,i t or trench .......................... UcpLh of Inlet ..................... · --'7 ......................... COI.1HEftl'S: , . ' ' . .- ................ ~_ ._~ .z .................... MuniCipality of Anchorage Development Services Department Building Safety Division On-Site Water and Wastewater Program ~ - 4700 EImore Road P.O. Box 196650 Anchorage, AK 99507 www.muni.org/onsite (907) 343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL ........................... FORA SINGLE FAMILY DWELLING Parcel I.D. 015-171-10 Expiration Date: /- GENERAL INFORMATION' Complete legal description Lot 3, Block 7, Greenland Subdivision Location (site address) 4700 E. 112th Avenue Anchorage, AK 99516 Current Property owner(s) Merit Homes, LLC Day phone 334-9233 Mailing address 1920 W. Dimond Boulevard, Suite F Anchorage, AK 99515 Lending agency Mailing address Real Estate Agent Mailing Address Un/essothe/]/vise. requested, COSA wi//be held by DSD for pickup. NUMBER OF BEDROOMS: TYPE OF WATER SUPPLY: Individual Well Individual Water Storage Community Class ~ Public Water System Two Well [] Day phone Day phone TYPE OF WASTEWATER DISPOSAL: Individual On-site [] Individual Holding Tank [] Community On-site [] Public Sewer [] The Municipality of Anchorage Development Services Department (DSD) issues Certificates of On-Site Systems Approval (COSA) based only upon the representations given in paragraph 4 by an independent professional civil engineer registeredin-the State of Alaska. Certificates of On-Site Systems Approvalarerequired-for-the .transfer of- title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or water ~ulSply system. DSD also issues COSAs upon request to homeowners. Certificates of On-Site Systems Approval are-vaiid for 90 days fr0m-ttie datelof iSSue for Properties Served bY a-private 0r class c '~,~-ii ~'ncl~rna~, b~ireissued with new water sample results. (Certificates may be reissued for a period of up to one year with valid water samples.) CertifiCates are valid for one year for properties served by Class A or B wells or a public water system. The Municipality of Anchorage is'not responsible for errors or omissions in the professional engineer's work. 4. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, 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 Anderson Engineering ............... Addr_e_ss_ P.O. Box 240773 Anchorage, AK 99524 Engineer's Printed Name Michael E. Anderson, P.E. DSD SIGNATURE 'V'// Approved for ~-- bedrooms. Disapproved. Conditional approval for Phone 522-7773 Date 10/6/2010 A bedrooms, with the following stipulations: Attachments: COSA Checklist X Septic System Advisory Well Flow Advisory ..... Nitrate Advisory (Rev. 1 i/05) Arsenic Advisory Maintenance Agreements Supplemental Engineer's Report Other ............................. Municipality of Anchorage Development Services Department Building Safety Division On-Site Water & Wastewater Program 4700 Elmom Road P.O. Box 196650 ' ~ Anchorage, AK 99507 www. muni.org/onsite (907) 343-7904 C= CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST · .Legal_ Description: A. WELL DATA Well type Private Date completed 1962 Total depth 72 f. Lot 3, Block 7, Greenland Subdivision · IFA, B, or C provide PWSlD # Sanitary seal (Y/N) Y Cased to >40' ft. FROM WELL LOG Date of test Static water level ' Well production WATER SAMPLE RESULTS: Coliform 0 colonies/100 mL 'Arsenic: N/D ug/I SEPTIC/HOLDING TANK DATA T..aok Typ~Material Septic/Ste~ Tank size 1,000 gal. Foundation cleanout (Y/N) Y Date--of pumping · ABSORPTION FIELD DATA Date installed 1978 Length 41 Total depth 12 g.p.m. Nitrate 2.22 mg/L Date ofsample: 919/10 Number of Compartments Two Depression over tank (WN) Pumper N Soil rating (g.p.d./ft= or ft2/bdrm) .6 GPD/SF ft. Width 3 ft. ft. Eft. absorption area 574 ~ Monitoring tube Parcel ID: 015-171-10 VVell Log (Y/N) Wires properly protected (Y/N) Casing height (above ground) AT INSPECTION 10/4/2010 50 ff. 3.0 g.p.m. Other bacteria 0 Collected by: A. Harala Date installed 8/12/93 Cleanouts (Y/N) High water alarm (Y/N) Y >18 in. colonies/100 mL Y N System type Deep Trench Gravel below pipe 7 Y Depression over field For 2 bedrooms 'Date of adequacy test 9/15/2010 Results (Pass/Fail) Pass Fluid d~--~'a-b~)~-i~t~o~"fi~i'~l-~)~t ...... b- ............. ii~--'~ater adci~i -~'--"-~l~l~--*N~w-d-e-~h ..... o' ........ -',n. ....... Elapsed Time: o min. Final fluid depth o in. Absorption rate >= 300 g.p.d.' Any rejuven~on treatment (past 12 mo.) (WN& type)' N If yes, give date LIFT STATION Date installed ~Pump on" level at Datum, in. E. SEPARATION DISTANCES Size in gallons "Pump off" level,at-' Cycles tested SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lift station on lot >100' Absorption field on lot >100' Public sewer main N/A Sewer/septic service line >25' Animal containment areas None in. Manhole/Access (Y/N) High water alarm level at Meets alarm & circuit requirements? On adjacent lots >1oo' On adjacent lots >1oo' Public' sewer manhole/cleanout Holding tank N/A Manure/animal excrete storage areas SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: in. Building foundation >5' Property line >5' Water main N/A Water service line >10' Wells on adjacent lots>100' N/A None Property line >10' Water Service line >10' Curtain drain None Noted F. COMMENTS: SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Building foundation >10' Surface water >100' Wells on adjacent lots >100' Absorption field >5' Surface water >100' Water main >10' Driveway, parking/vehicle storage >25' .... I ~ that I have deter/ned through field inspections and review of Municipal ~o~s that the above sy~ems am in ~-: ~:~~_~_:~ ..... '- ~n~ance web MOA COSA guidelines in effe~ on this date. Engin~fs PHnted Name Mi~ael E.~demon, P.E.' uate ~ umzu ~ u . ,~ ~_: ,~ . COSA_Fee $ Date of Payment (Rev. 11/05) Date of Payment -Receipt-Number_ PLAT NO. P-268 GREENLAND SUBDIVISION LOT ,3, BLOCK 7 18,093 S,Fo EAST 1 12TH AVENUE S 89°55'00"E 100.00' 18.2' w z I 12.8' (APX) 3<* x WELL SEPTIC SYSTEM 10,( EX/$7'/N¢ ~UtLO/N¢ 0.0, x , × × ~ × × Y ~ y S 89'55'20"E 100.00' ¢~V~L DR/V£ 17.1' 21.7' z 1"-20'- 20' ALLEY PROPERTY DEPICTED ABOVE AND THAT NO GASTALDI LAND ENCROACHMENTS EXIST EXCEPT AS INDICATED. SURVEY lNG, LLC IT IS THE RESPONSIBIMTY OF THE OWNER TO JEFF A. GASTALDI, R.LS. DETERMINE THE EXISTENCE OF ANY EASEMENTS, 2000 E. DOWMNG RD., SUITE 8 COVENANTS OR RESTRICTIONS WHICH DO NOT ANCHORAGE, ALASKA 99507 APPEAR ON THE RECORDED SUBDMSION PLAT. PHONE 248-5454 UNDER NO CIRCUMSTANCES SHOULD ANY DATA GRiD DATE HEREON BE USED FOR CONSTRUCTION OR FOR 2636 10/8/2010 ESTABMSHING BOUNDARY OR FENCE LINES. ' ' ANCHORAGE RECORDING DISTRICT, ALASKA F.B. JOB NO. NOTE.' NO CORNERS SET THIS DATE. 10108 GS37 Aarow Pump & Well Service LLC (907)346-9355 Inspection Report Lot 3, Block 7 Greenland Subdivision Camera ran down well to 43' with no perforations found in casing. Brian R. Wille Aarow Pump & Well Service LLC Aarow Pump & Well Service LLC (907)346-9355 Flow Test Report Lot 3, Block 7, Greenland Subdivision 10-4-2010 Set pump 6" off bottom of well and flow well at 3 GPM for 4 hours with a drawdown of 69'. Static water level before test was 50' with a well depth of 72'. Flow rate decreases sharply with pump only 5' higher in well. Well exceeds MOA standards. Brian R. Wille Aarow Pump & Well Service LLC MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & HUMAN SERVICES Division of Environmental Services On-Site Services Section P.O. Box 196650 Anchorage, AIaska 99519-6650 343-4744 CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. # ~'".)/~'"- /-7_(~/(2 GENERAL INFORMATION Complete legal description Location (site address or directions) z¢7oo ~ 118 t~ Property owner Mailing address Lending agency Mailing address Agent ~r'c,j¢ /"~'c ~¢~/',, ~r'~._~ ~'~r-b.~r Day phone 7o0 %~ f'/'l~ I~or/-~,~¢ Day phone Address ;~,~ Z.¢ O~,~(; Unless otherwise requested, HAA will be held for pickup. NUMBER OF BEDROOMS: TYPE OF WATER SUPPLY: Individual well Community well Public water NOTE: Day phone If community well system, provide written confirmation from State ADEC attest- ing to the legality and status of system. TYPE OF WASTEWATER DISPOSAL: Individual on-site Holding tank Community on-site NOTE: Public sewe, r.,. If community wastewater system, provide written confirmation from State ADEC attesting to the legality and status of system. 72-025 (Rev. 1/91) Fronl MOA 1121 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 of this Health Authority Approval application 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, lfurtherverifythatbasedontheinformationobtainedfrom 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 Firm Address I '/5-$ ~ Engineer's signature DHHS SIGNATURE ~ Approved for bedrooms. Disapproved. Conditional approval for bedrooms, with the following stipulations: Additional Comments Date (¢~-~-/ -¢.,~ 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 DH HS 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. 72~325 (Rev. 1/91) Back MOA #21 Municipality of Anchorage Department of Health and Human Services HEALTH AUTHORITY APPROVAL CHECKLIST Legal Description: LOT '.~,. ~£l< -/,. ~F~EgNLAHb _Parcel I.D. 0 IS' I"/ I10 A. Well Data Well type ~'f~lv'A'fE If A, B, or C, attach ADEC letter. ADEC water system number iq,/~, Log present (Y/N) ~ Date completed IC)/~ 2 Driller Total depth ~ S-' Cased to ~ L/O' Casing height 15'" Sanitary seal (Y/N) "// Wires properly protected (Y/N) Date of test ~ / ~ / c/ Static water level ~ ' Well flow g.p.m. S Pump level1 ~ ' SEPARATION DISTANCES FROM WELL TO: Septic/holding tank on lot / O 8 ; On adjacent lots Absorption field on lot ~ O~ ~ ~o C,O. ; On adjacent lots 77 oN IO/T Public sewer main ~t, ~ Public sewer manhole/cleanout Sewer se~ice line ~ Petroleum tank ~ WATER SAMPLE RESULTS: Coliform O Date of sample: Nitrate O.'~l ,~k~/,/.2' Other bacteria NONE Collected by: FZ,4TTOP B. SEPTIC/HOLDING TANK DATA Date installed ~ [12 Icl ~ Cleanouts (Y/N) High water alarm (Y/N) Date of pumping ~.~. Tank size [ 0oO Foundation cleanout (Y/N) ~;4 / Compar[ments ~-. ~/ Depression (Y/N) Alarm tested (Y/N) ~./. ,q · Pumper N,~ . /,,/ SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK TO: Well(s) on tot 108 On adjacent lots ~/oo To properly line _~O~ Absorption field 20 ' Surface water/drainage ~.~/00' Foundation Water main/service line ~5 72-026 (3/93)* Front CONTINUED ON BACK PAGE C. LIFT STATION Date installed Size in gallons Vent (Y/N) High water alarm level Meets MOA electrical codes (Y/N) "Pump on" level at Manufacturer Manhole/Access (Y/N) "Pump off" Level at Cycles tested SEPARATION DISTANCE FROM LIFT STATION TO: Well on lot On adjacent lots Surface water D. ABSORPTION FIELD DATA Date installed Iff 7 8 Length ur I Width Total absorption area -~'7~/ FO-~- Date of adequacy test ~ ]3 / ~ Z Water level in absorption field before test % HOT Peroxide treatment (past 12 months) (Y/N) Soil rating (GPD/FF) 0°6 Gravel thickness Cleanout present (Y/N) Results (pass/fail) System type Total depth ~ :z Depression over field (Y/N) N for 2 Bedrooms After test N~)T If yes, give date N./~. SEPARATION DISTANCE FROM ABSORPTION FIELD TO: Well on lot IOI ' FIRo~t C,o. To building foundation S2_ ' On adjacent lots ~ 20 ' Surface water 'p /oo ' -)/¢ TR£NC,~ STANDPIPES W'ERE' £LEANOvT$ ¥1THouT E~Ack'ING UP INTo ,rANK, On adjacent lots '~/OO Property line '~/o /~ BAN,DO~ Erb To existing or abandoned system on lot N,/~, ~ Coat> ~,o,~.,. Cutbank N ,~. Water main/service line Driveway, parking/vehicle storage area Curtain drain t-{oN E O~S~R VET~ E. ENGINEER'S CERTIFICATION .~'~'U, ' · · I certify that l have checked, verified, or conformed to all MOA and HAA guidelines in effec~C?~t~.~jS inspection. HAA Fee $ /-7~' "~' Pate of Payment ~r' _/¢3 ~ '~,'~ Receipt Number ~"-'~)Z'~'~d~F',~'~'-~..//) Waiver Fee $ Date of Payment Receipt Number 72-026 (3/93)' Back APPLI(, NT FILLS OUT UPPER HA[_ ONLY Phone. Propurty Owner Zip C_ode Zip (:,ode Mail'qg Address Buyer ..'~ Lending Inslitution Address Zip Code Realty Co. & Agent /~./~/~/~ Phone Address Zip Code Legal Description Streel Locaticn Phone Type of Residence 1~ Sin gle Family Multiple Family No. of Bedrooms [] Other Water Supply ~' ATTACB WELL LOG. A well log is required for all wells drilled since June 1975. ,,~ Individual [] Community ~', ~ - For wells drilled prior to that date, give well depth (attach log if available). [] Public Utility Sewer Disposal '~.' Individual [] Public Utility [] Holding 'rank Year Individual Installed: When Connected to Public Utility: NOTE: THE INSPECTION I:EE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. Time Date Inspector Field Notes: Date Inspector ( "'~,/~PrPROVED BEDROOMS ( ) DISAPPROVED ( ) CONDITIONAL APPROV~Ir,,~ [)ATE ~~ BY: *CONDITIONS OF APPROVAL MUNICIPALITY OF ANCHORAGE DEPT. OF HEALTH & ENVIRONMENTAL PROTEC[ION AUG 2 RECEIVED Soils Rating Date Sewer/Installed Well 'ro Absorption Area Well to Tank Well Log Received Septic Tank Size }d%~,c . L~r~j .... ' ' 'I MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 2510 East Tudor Road, Anchorage, Alaska 99504 276-2221 REQUEST FOR APPROVAL OF INDIVIDUAL SEWER and WATER FACILITIES 1. Type of Inspection: 2. Property Owner:_ Mailing Address: 3. Name of Buyer: CM RO VA_ F HA Mailing Address: 4. Name of Lending Institution: Mailing Address: 5. Name of Realtor or Agent: Mailing Address: '~/~[ 6. Legal Description: Location' CONV. Day Phone:_ Phone:_ Type of Facility to be Inspected: U~ ¢/( Water Supply Type of Supply: Public Utility. .Individual If Individual, number of dwellings presently served If Individual, depth of well (~ ~ /~ Sewage Disposal System Type of System: Public Utility If Individual, date of installation I ~ ~'~ Individual (on-site) 72-003(3/76) ALASKA t}I ulIROIIlT1811TAL COIll'BOL $StUlC( $, IBC. ~ngineerin§ $ ~nuironmcnlal Sludics JULY 20 1983 ALASKA STATE BANK/ATTN JACKIE BODELL 310 EAST NORTHERN LIGHTS BLVD ANCHORAGE AK 99503 SELLER - DAVE HAWKINS BUYER-GREGORY SHARBER SUBDIVISION-GREENLAND BLOCK-7 LOT-3 ADEQUACY TEST FOR SEWER SYSTEM THE TYPE OF ABSORPTION SYSTEM IS A TRENCH WITH AN AREA OF 574 SQFT. THE SYSTEM IS CAPABLE OF ACCEPTING 450 GALLONS OF WATER PER DAY. THE SURGE CAPACITY OF THE SYSTEM IS 450 GALLONS. BASED UPON THE TEST DATA THE SYSTEM IS ACCEPTABLE FOR A 2 BEDROOM HOME. THE SEPTIC TANK WAS PUMPED ON 7/20/83 . SEPTIC TANK ADEQUACY THE EXISTING SEPTIC TANK VOLUME OF THIS 2 BEDROOM HOUSE. 1000 IS ADEQUATE FOR ~200 [.Uesi 33rJ /~u¢nue, Suile B ·/~nchora§¢, Alaska 99503 · {907) 2761361 3330 "C Department of Environmental Quality l,i)uc~ll~4~ "Street, Anchorage, Alaska 99503 274-4561 1. Approval requested by: Date Received _ Sept. 1, 1976 Time of Inspection Date of Inspection REQUEST FOR APPROVAL OF INDIVIDUAL SEWER & WATER FACILITIES FOR Poe Realty Mailing Address: 445 West 9th Avenue 2. Property Owner: Bessie G. Stevens Phone: 272-7551 Phone: 344-9097 Mailing Address: Star Route A Box 1720F 99507 Legal Description: Lot 3 Block 7 Greenland Subdivision Location: Type of facility to be inspected Single Family No. of bedrooms 2 Well Data: Individual A. Type C. Construction Sewage Disposal System: A, Installed 1968 C. Septic Tank: 1. Size B. Depth ~ D. Bacterial Analysis On-site system B. Installer 2. Manufacturer .~. D. Seepage Pit: 1. Absorption Area E. Disposal Field: Total length of lines 2. Material 8. Distances: A. Well to: Septic tank Nearest lot line , Absorption area , Other contamination ., Sewer Lines B. Foundation to septic tank , Absorption area C. Absorption area to nearest lot line EQ-034 (1/74) Page 1 of two pages Page 2 of two pages - Re st for Approval of Individual f er & Water Facilities Legal Description Lot 3 Block 7 Greenland Subdivision Comments Approved Disapproved Approval Valid for one year from date signed Greater Anchorage Area Borough, Department of Environmental Quality DIAGRAM OF SYSTEM I 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) ~'ust 25~ 197V B~.S sie Stevens Star Route 2% Box l?20F fulohora(3er Alaska 995{)7 -~ubject~' Lot 3 block 7 Greenland Subdivision Th~ adequacy t~st conducted on the subj~ot }?rop~rty Se}?te~]ber 9, 1976 r~sulte~ in the following: (2) 'i'h~re apparently is a se~ptic tank. The seepage pit is ~nade;quate for a two bedroon~ residenc~. Tlie saepaV~ pit must have a~l a~dittonal b,~ok line a~ded to support a two(2) bedroom house° A soil t~'~st is raquired -to ~stablish~ the upgrade specifications. Upon ra¢!eipt of the soil test a permit fro~, this d~partment is required. The or.~nal report was not sent out as this office under,-., stood th~ requ~st for ~%pproval had been withdrawn. If there are any furthest questions, ploase contact this office at 279-2511, extension 224 or 225. Sincerely, Les N. Buchholz~ RoSe Sm~itarRan LND/ljh September 15, 1977 Doug Weiferd, PAunicipal Manager Director, Health and Environmental Protection Bessie Stevens, Lot 3, Block 7, Greenland Subdivision ()ur Depm, tment hm~ foe the pa~t 10-12 years done., at the xmquest of lending tnstitution~, evaluations of private sower and water ~ystems. This is to tnsuve that the ~ystems will continue to flmction properly and that the lending institution is not holding paper on a bad risk. This also helps our efforts of insuring that on-site sewer nnd water sy'~tcma continue to function properly. We ha¥'e routinely completed 650-900 of those toques, ts per year. We follawcd our standard format in this particular case and even discussed the oituntIm~ The rub comes when our evaluation shows that the st;wet and/or water systems will acco to be upgraded. Tills was the situation in this particular ~¥Iany sellm, s may feel they are being picked on er running into bureaucratic red tape when actually we are ass!sting the lending institution and buyer that the priv'atc .~ewer and water ,qystcme are capable of meeting tile demands placed on thom by the occupants in the house. I am also sending supplemental information relative to this martin,. P~.obert A. (Bo~,t) Hall, Director Health and Environmental Protection RA}t/Iw l{nelosure s DATE: TO: FROM: SUBJECT: PAunicipalU:y o{ Anchora ,e MEMORANDUM September 13, 1977 Director, Health & ]Environmental Protection Municipal Manager Complain¢ of Bessie SCevens This senior citizen has a problem. She is trying to sell her home after Z5 years here, but has run into some bureaucracy which she claim, s she doesn't under- stand. Mrs. Stevens says she does not know why it has been necessary to hire private companies to perform work on her property. Please review the attached file and let me kno~v what has happened. DGW:AF!~ Attachment 91-010 (4/76) MUNICIPALITY OF ANCHORAG_ DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION Instructions for On-site Sewer System Test The Department of Health and Environmental Protection has been requested to evaluate and approve the sewer facilities serving your property. When your sewer system consists of an absorption pit and possible septic tank, standpipes are required to provide access to each component of the system. Older sewer systems which have septic ~ tanks not documented by an installation inspection must have the manhole exposed. In order to evaluate the sewer system, an absorption rate test is required. The test is conducted by using one (1) of the following two (2) methods. Your inspector will note which one to use. A. The addition of fresh water to the seepage pit and measuring its rate of absorption over a twenty-four (24) hour period. The homeowner has the responsibility of ordering 1,000 gallons of fresh water by contacting a cesspool pumper and requesting the water delivered at a specified time, excluding Fridays. The delivery time MUST BE correlated with the department to insure an inspector is present during the test. The 1,00~ gallons of water is discharged into the seepage pit, the septic tank pumped for maintenance purposes and to insure the pit ~est is not affected during the twenty-four (24) hour period. B. Seepage pits which are nearly full must have ONLY the SEPTIC TANK pumped twenty-four (24) hours prior to conducting the absorption rate-test on the pit° The pit test will be conducted by the cesspool pumper bringing 1,000 gallons of fresh water to the site. Five-hundred gallons of sewage will be removed from the pit, measurements taken and the pit filled to the maximum crib height using the five-hundred gallons removed plus a portion of the 1,000 gallons as required by the inspection. Correlation of the cesspool pumper truck and the department to insure an inspector is present during the pit test is the responsibility of the homeowner. In instances where the sewer system consists of a septic tank and drainfield, this department must be immediately notified and the septic tank exposed for documentation. An alternate method of testing is required and will be explained to you. The Health & Environmental Protection Department, Sewer and Water Section, phone number 279-2511, extension 224 or 225. Requirements needed when calling are the legal descritpion, day phone number, and complete directions on how to get to the property. Any further questions or information needed, please contact 'this office or come to our offices at 825 L Street, Fourth Floor West. 1/77 rev. 3/77 August 25, 1977 B~ssie Stevens' Star Route A Box 1720F halchorage, Alaska .99507 Subject: Lot 3 .block 7 Greenland S%tbdivision The adequacy test conducted on tile subject property September 9, 1976 rest~lted in the follo%~zj~g: (1) .?here apparently is a septic tank. (2) The seepage pit is ~nadequate for a two bedroon% · ' residence. The seepage pit must have an additional b;~ck line added to support a two(2) bedrooms] house° A soil test is req~ired 'to establish~ the up~rade s~ec~.- -. soil test a ..... ~'~ ~- ~ .~uaE3.ons. Upo~ ~ece' " lpt of the ~ ~=zmz~ rroln thls department is required. The original report was not sent out as this office under- stood the request for approval ]lad been withdrawal. If there are any further questions, please contact this office at 279-2511, ext,]sion 224 or 225. Sincerely, Les N. Buchhotz, R.S. Sanitar&an Augmst 17, 1977 Robert A. (Bert) tlall, Director, tlealth and Environmental Protection Environmental En~.neering Manager Loan Approvals/On-Site Sewer and Water I will detail this situation in general. We are asked by lending institutions to approve existin~ on-site sewer and water systems prior to sales on homes. A. We check the well construction, location in relation to sources of contmnination and take n bacterial analysis. B. ~?e determine the operational capability and type of sewer system on the property. We then provide a report that indicates the status of the sewer and water system and any deficiencies, The current ordinances, and rightfully so, state that it is a violation of the law to dispose of sewage into a septic tank system that is not properly designed, constructed and maintained. We conduct the "water test" on disposal systems to insure that the systems have been adequately maintained and will still dispose all the wastes g'enerated from the facility they are connected to. The bank asks for our approval to cover themselves and we conduct these tests to~ insure that everything is as we so state. Our service costs $25.00. Local engineering firms can provide the same service for $175.00 and up. My people will not do bank loan approvals without conducting the tests as I have explained and as outlined on the sheet of explanatien. Further, I disagree with the ombudsmsn's interpretatien that this is a regulation subject to APA, Chapter ~.70. Legal advise is being' soug'ht on this matter. I will advise you of the status. Roll Strickland, R.S. Environmental Engineering Manager ltS/lw cc: Joe Blsir. Ken Norman o ~> o ~ · 0 0 ¢.) © <.~ DAT~: TO: FROM: SUB-JECT: - ~C~04~ ,~(~ D~P,. OF HEALTH & ~NVI~ONMLN1AL I~O1~C1 ION MEMORANDUM 1 ? 1977 Bert ]iaAa, Healbh & Environmental Prokection Director Carolyn I~[pLo Ombudsman s Assistant: Shrandbeng Complaint: Improper Regulation I've received the attached complaint from P.r. Strandberg concerning on-site sewer testing. In researching Strandberg's questions, I was unable to find Assembly approval of Lhe Instructions for On-site Sewer System Test (see aLtached). I am under the impression that, by reason 'of the Admini- strative Procedure Act, Chapter 3.70 of the Hunicipal Code, a regulation of this kind would need approval of the Assembly. Wouh! ik be possible for you to advise me if I am in error or perhaps let me know ,,,,hen this raatLer would be brought before d,e Assembly for approval under tile APA? c'C: RO]f c .... ' , ~ o~_._~cm~and, Principal Administrative Officer E~viro:~mankal Health Division I~Aunic pa ty of Anchorage OFFI£E OF TIlE CO~APLAI,'d-r/15JQUI RY ~,>,\ :¥1 E LI A 1' E Sig ~''- d;'~ .crt. an. ~_rg August 11, 1977 DATE CLOSED ADDRESS 6321 t~lackberry PHDNE 276-,[555 E LECTIOI~ SECil0N 6 DEPARTMENT Hr;al. th & Environmental Protection CONTACT VIA: PHONE [~ VISIT 0 LETTER [1 I?EFESRAL [1 OTHER CCSIPLAIt~T INf]UIRY Improper ReguZabion t)RO~LE>~: Mr. Strandberg complained that 'hike Health and Environmental Pro- techio:~ Department had established a ~.egul.:..__on which was not in the be .... :i. nterests ef the public. lie explai,.ted -that he was representing a seJ_ler of a home and he was urntware of a requirement for inr;peckion of on--site well and sewer sys%c, ms. He sa~d {:hat he and the seller were made aware of the requ{ren~enh when a municipal employee ca:13 to the site to make an inspection of 6he end-site systems. At ~hnt time, ~he inspector reportedly said that the p~recedures for testing 6he sewer system would oosL a $30 fee. It was expiaJned te hbo seller and Skrandbexg that a perculahien test would net be required on. the sew~r system if the system was uader 3 years eld. At a later date, the seller was informed that he must pump ~he sep{:.ic system and have a percLtlation t:esi; performed even though the system was under 3 years old. Mr. S%;rnadberg complained that the problems with 'th.:se changes concerning 'the tests requiued by the Health [)opaxkm'.nlt cost his cl/i_en'h alq addikional $]_80 which was far in excess o[ the erJginal!y stated $30. ~d:. SL[andberg asked what p:ocedure was foil_owed ko set up the requ~akions for inspections of on-.site systems, how often were they cha~tqed, and by whaE authority the Hunicipality had for setting ur} these requJ, roments. ulUNICIPALITY (DF ANCIIORAGE and Environmental Prote on Fourkh Floor West 825 L Street AnchoFage, Alaska 99501 279-2511, x 224, 225 INSPE(iTtON II[PORi~ ON--SITE.St!WAOE DISPOSAL. .~c,,~l~:M SEPTIC 'r'AN K: DISIANCE N'J ,',.1 [1 !! R OF F ROi',! V~iiI_L .... ,,, Il GAl kOf'l%. If,ISl{}ll Lii[i(31'lt ..... INSl{)[' ','.II)lit t~ '' ' ' I !(;',ifil (Af%e,(IlY . TILE DI-1AIN FIELD: ~ of Lines ..... DlblAI!CE N{ I't/EZN L. II;L5 .... RB55Oltl>l ION Aii[A .. y 50. [ SEEPAGE PIT'. We 11 Class:: DepLh: Well Distance 'Po: Let Line Bldg: Sewer Line: Pipe Materials~ ~ of Bedroom~ Remarks: t:tF"I::'L I L:l:li"J I L E:.' 13 F:l L i.lli ;::,J,:::iL 'l I'"1t::: L...I:I'.,ICi I I'l [:, :[ I'I~-~:N";; ]: L.:d'.,l ]: :~i, i Iii::: I .I::I',tG I I I ,: J. r,! I:' I.:.1:- I ::, I Ii:. i life I I<E: i',il :t { t ~1:,:' [:,I~:1-1 I r..ii- I I::i ! II-if-}: t::,E.F:'l I-I Eft: F:l I I;::E:J",II::::,LI L)I;: F" I. I /:~; 1'1-11:: I::, ] :~-;'1 f'll"Jl::l: t:.::1:: I hJi:-lCN I iil~ C.:I.II,::I-I fi:J:{: I.l{: i i f! I:::il:;i:l_:ll_ll",ll::, I':II',H:' II-il/ I:i;OI I LIt'l LII; l Itl_ I.:;:.O.:Fl'v'lll L lq",! ': IN I-b:.i:l :'. THEF'dE :1. % h,IO ::!i;E: I I.'.1:1: I::"]'F I F L.d4: I l;;:F~:i",!"::::,~ '1 F'l~ I_il'~:l-':l',,,'E::l_. L::,t:::F:' I H i ';'; I ~'"li: r,'lJ N .I Hi. IN !::d{F' I ~ l i:lt:: U!.-:l :P,,'Li L t::i:- I I.,i1'~ i:~ f'! t ~tF:: ul.I i h I-f! f ~' ! ! 'i FIN[:) IHE I:_-~l:::l I I I{ll,'i (:if- I r. lt: bi;:-:;l::H',,,'l f I ii Or-,! ,:: J l'-,I i:[F:t~. I :,. FI F'l:::ll::l.::/::l(}iE: F:'l..Fli'.4]' I"IH"¢ [}}:1:: !.1'.4:-_, I IILL.hil:, Fi i 1 1-11:: I-'!::1<1'i I. I i Ei. ~:, iii.:' i [ I_il'-d :::,1.13;:;.li:~.1.: I I l! i t'lh: I:'OI...L. Ed,J ]: P..IG C:CINE) ): ] .1. Oi'.,1%: I:1 I:::OJ'.4'l ]: i'.,II...II::II_I:E; I"lF:l ] i",l I' [:}:[.,Jl.:ir,il ::E ~:II3F~:Et.~ I'il:~.l'.J I .[ ::; h::E~m.::!U [l:,~:h I :,. ] F- I:I I"1i :i I f~ I I:i'-B. lhil I:fLit~tFZEt"IH:t'.4'I ].:E~ I'-.il:::~l ~:::1~:1-:' I r::l II.~:F~:~[i'.J f 'T'OIJ J'll:l'r' ~::1:~ I:,::lEI;.¢tl:l;::Et:' lEI l::l"41..F:ll;;t~:Ji:-. IF'{I.- :~::J~t I.. FIE~:',%I:]B~:F-'I ]:O1",f S;"r".E;'IIEPI f:',Nl::',"OI,.: '/I)L.I PIl:~"r' I~t[:;: 7~,L.ILLli~I::I Ii! F"],;:l?:~,[~.l::l.tl t RECEIVED ~IUN' '~ALITY OF ANCHORAGE t~OUCH 6.650 ~ ANCHORAGE, AK 99502 · PI'lONE 279-8686 FINANCE r)EPAWrI~ENT ADDRESS " .:' zip Department ol }lealth ;md Environmental Pro[cc! Ancho~'atTe, Alaska 99507_ %9- ,'4~)11,,c, ,()(; I'I,;[(()i,ATI()N 'I'E,%'[' This fqrm re:)orts. Soils log .................... Percolation r.; .: L'~ ;," 5 '' .... ?"" 6 - , ~. 8 - ' - '", .::: 9 - [,~) :; u ~'~."~ ,; '.y~.- ~,. ct .... o -' 12 - . .... ~ t.'.,;' ' ./ ' .... .,,, . . ~,? ....... ~ ~;;"'~ 1'4 ,,--~ :.'~-. Was ground water'encountered? ' ~'[" If. yes, at w,at dci~th? ,~l!" I~cading " Date · (;ross Time ltet Time .Uep_th_,.LoW.,~ter________ llet. i~:. - · ...... . ........... ~ ....... ; ....... . -~ .................... ,: '". :' --' /' i-) '-~ ' 3330 GREATEF ANCHORAGE AREA BOROUGH .., ~.. /, ,,,~/.,. . , ... Departmen: of Environmental Quality C" Street, Anchorage~ Alaska 99503 274.-4561 '1. ..... Oate of Ii~spection ...... ~._~.~.,~_~.__~_ RkQU,_S1 FOR APPROVAL OF INDIVIDUAL SEWER & WATER FACII. ITIES " Approval requested by: ~, % Poe:, ]~a:].~ Z. P~ol)erc.y Owller: Bet. re.Lc Go ~..evens Phone: 344-9 097 Mailing Address: Star Rout(; A Box 1'720}." 99507 3. Legal D[!scription: Lot. 3 BI. ooN 7 Gte(an!and Subdivision q. L. ocation: Type of facil'il;y to be inspected 6. Well Data: _[ndividual -, .... C. Cons'bmct',ion Depth D. Baci:eria'l Analysis .............. ~.~ ............ O:a- ,~_,i t e syst:em h. Installed £968 B, Installer C. Septic l'ank: '1. Size ..... ~ ................ 2. bianufacturer P. Seepage Pit: E. {)isposal Field: I. /\bsorption Area 2. Material Tot:al length of lines Distances: A. Well to: Septic tank ................... ~ Absorption area .................... , Sewer Lines Nearest lot line ................. , Other contamination B. Foumlat'Jon to sc)i;lc tank ................... , Absorption area .................................... . C AI)sorptinrl area to nearest lot line (1/74) Page 1 of two pages Paqe 2 of two pat. es - Re ss for Approval of Individual er ;a~er Facilities Legal. Description .,..,*- OL~ ;3 B]LOCN 7 G~;eelllai~d SubdivJ. sJ. on C omnle n t s Approved .~¢~'k.._' '.N.?\,St:"~'~-'- Disapproved Date ("/--i ' 1_./~ l~l)prova'l Valid for one year from date signed Greater Anchorage Area l~orou( h, Del)ar'bnen is of Envi ronmen tal Qua 1 i ty DIAGRAM OF SYS'f'I~;M certify tha'~, r. he i iFoFmai:ion contained in 'this request for approval to be a true and accurate representati(.)i~ of i;he subject sewer and war:er facilities and these facilities are operati)~g sabis ~Ac.or_ly. SIGNED ................................................................ Date EQ--034 (1/74) 1977 Alaska 99507 ,Cubj oct ~ Lot 3 9~ 1976 result~(~ in th(~ following: (2) ':?here al?par(mt!y i~ a septic: The $~:;epaS.!e pi'i:, is ana,rlocluai:,~ fez' a two bedroo~ ~upport a two(2) bedrocn~ house, A soil test is r<~(IuJ.r(~d to establish~] th~ upgrade specifications, U~on receipt of th~ soil test a pea'mi% fro~ [:his department is required. stood fha re, quest for approval had b,~(~n withdra~mo ~'!.~f thor~ ~re any further quostiono,,, please contack this office at 279-25)..1~ <-.'-~tc~.nsJ.on 224 ol; 225, Sanitar~an D~rc. eto~,, l.R?,~l~:h m~d F;nv~eomnen~,l P~'otection eont~nuo to ?unetlon properly and th,gt tim lending tnstttmion la not holding pnpm' on n We have ~'o'tltinely completed IlSO-~90O of these ~.'eque.qt~:; pep year° Vie followed onr ,standard format in this p.artiot~.l.,~r ca.qo and even disc~m.qed the sftuatio~ ,~.lany aellor,~ may fool they m:.o. bc, lnp; picked on or runnlnir into b~rem.~erntie t'od tape wi'mn aottially we are nsa~lx'fn~ tho lr~n(.lin~; instit~,~lton and lm_lyok' i*}'tat the p~eivate ~;ewei' mid wllieP sy~tema n~'e capable of me~ting the demanda placed on them !)y the occnDnntn in ihe I am ~1~.,,o sending mlpplem, cnt.nl inform~;tton ;eolati¥¢; tr) tl'd.f~ mnttor. Robert A. (Bert) }lall, l)ireetor Health and I~nvironmenial P~:otc. ction RAH/Iw GENERAL PROCEDURES WHEN RESIDENCES ARE INSPECTED FOR LENDING INSTITUTIONS Wells: ne Make sure the well is constructed properly and also check to see if the well is protected from surface or ground water contamination. A well that is buried or in a pit is not approved and must be upgraded. Upgrade of a well: Monies may be escrowed to complete the upgrade at a later date, if the upgrade can not be completed due to a seasonal construction problem. Wells drilled after June, 1975 should be our department and a well log should be this department prior to approval. inspected by submitted 'to Ce Wells serving a single family residence must have a one- hundred (100) foot protective radius from any sewer system. Existing semi-public wells must be eighty (80) feet away from a septic tank and one-hundred twenty (120) feet away from the leaching area. Any dwelling served by a well which was drilled after July 1, 1975 and that is greater than a single family residence must have a two-hundred (200) foot protective radius from any sewer system. A bacterial analysis is required. If the test is positive the well must be chlorinated. If the second sample remains positive, there is a possibility that there is either constructional problems or there is a direct contamination which must be corrected. General Procedures when Residents are Inspected for Lending Institutions Page Two On-site sewer: ne If a sewer system was installed after June, 1968 it should have been inspected by our department. If it was not inspected after said date, it is an illegal sewer system. On any existing system there must be a standpipe for the septic tank and absorption area. These are required for maintenance purposes. Usually if a system is older than two (2) years we will require a percolation test. The percolation test is run to establish the adequacy of the absorption area. We will also require the septic tank be exposed and pumped to verify its existance and size. If a sewer system was designed for a certain number of bedrooms and a request comes to 'this office for more bed- rooms than the original approval, we will require an upgrade of the system° D. Currently the minimum size of a tank is 1,O00 gallons. When an upgrade is required for older systems, we will require a soil test, which will be needed before we can establish specifications and issue a permit to upgrade the system. Upgrade of a sewer system: Monies may be escrowed to complete the upgrade at a later date, if the upgrade can not be completed due to a seasonal construction problem. c) C) //,.~.~. Nam~ .of pepson r'eque~n. W~.]A da~a: c, Cdsa. n[[ S~ze Ces si' ob~.l · Pz'opePi:v 6, Other, sore',ce s h Olios [!8 , ,,? 7, Sewap~2 d:Lnposa]. ~5'~:Cer,1 " ,z t / · ,. /7 b. Septic, - " ' ..... ' " / ..~ .. ~%- .......... ',. 6~..., /{,' , c. t'km~e or sept,.c: [i=' J).[~;pOSa] f.i. eld o~ :';e~pa,e I>';:' i,'[g<'~ arid ','y-j,,.: -'h ,'"~ - .'.' /'" -4 ..'? C.C 7.[~ ;.. ,~, [ · D J- sl,qil C~] ~,og'tic ; tank locatior~, disposa.], area local::[en, location of percolation test 9, ?he ~:afo):~na.~ion on lh.~.r~ forrr. Is iru~ ~]n~l c'c,~z~ct i:o the best of my kl'low!edge. above ........ :~.,. . - described sah~.~ary ~'ac~ ~ · Thc above (N,~; , .... cr.~.L,e[, s~ ',~-i'ary f'acli Pe {] S 011S ' '" / ,-.., t,,i' , AppPova.1. is valid for one ye, ar .fo.l.l_ow.{r~,, Lhc~ rP, t~ o~' ~u:,prov,~]. ,/~. ~/~. ~/0 L~, ~. C:hapten ~,~.6 15.65.01~ Definition~. A. "Cesspool., me ........ '~'~J~ receives th~ H~'~-~ 'lntd.and covered excavati~,~ ; .... -'~~ ........ drge o]' aomestic se~ ...... ' ....H ire building, so designed as to ~e~ain the organic marker and solids bu{ permi~ the liquids to seep through ~he bottom and the sides, ohds but "Nonwater carried sewage disposal systems" means all devices used for the disposal of human excreta in which water is not used as a conveyance. ' C. "Sanitary sewer" means a sewer that carries liquid and wa~ep carried wastes from res dences, commercial buildings, industrial plants, and inst tutions together wi~h mino~ quantities of ground, storm and surface waters that ape not intentionally admitted. (new) D. "Seepage pit" means a covered pit with open-jointed lining through which the septic ~ank effluent may seep o~ leach into surrounding porous soil. E. "Septic tank" means a watertight receptacle that receives the discharge of a building sanitary drainage system on part thereof and is designed and constructed so as to separate solids from the liquid, digest o~ganic ma~te~ through a period oF detention, and allow the liquids to dischange into the soil outside of the tank through a seepage pit or a system oF open joint oP Perforated piping. F. "Sewage" means human excreta, food wastes disposed o~ through sewers, washwaEep, liquid wastes from residences, institutions, business ' buildings, and industrial establishments and such diluting water as may have enEe~ed the waste disposal system~ on ~he water caPHed waste products or discharge from human beings oP other wastes from ~esidences, public, or private buildings. G. 'Sewerage system" means all s~Puctures, conduits, or pipelines by which sewage o~ other waste is collecLed, ~ranspon[ed, o~ discharged [o ~he point of disposal and all devices and apPurtenances that treat on were designed to t~eat sewage or o[bep was~es or any portion of such system. (GAAB 16.45.010). H. "Subsurface disposal field" means a system of buNed open joinEed pipes through which sepdc tank eft'luent may seep or leach into the surPounding porous soil. (new) I. "Treatment plant" means an individual household aerobic waste treatment system that has been approved by the Departmen~ of Health and Environmental P~otection, tested and certified by the National Sanitation Foundation Testing Laboratory, Ann Anbop, ~/chigan, meets or exceeds National Sanitation Foundation Standard No. 40, and meets on exceeds 15-63 K. Class 1 effluent requirements as established under this standard or exceeds Class 11 effluent. (new) "Wastewater" means sewage, waterborne industrial waste, laundry liquid effluent, shower or sink water, or other wastes that are waterborne. (new) "Water carried sewage disposal sy~m" means all piping, septic tanks, seepage systems, seepage pits, treatment plants, or other devices through which household wastes are conveyed with ~he aid of water excluding, however, the mains, treatment, or disposal systems of publicly owned sewer systems or the collector portion of privately owned sewer systems. (GAAB 16.45.010) A. General prohibition. _No_9~erson shall disj~9~e of .~ny_~u~?_~an excre~a_~ and maintained sanitary sewera_qA. methods aDp_Egved by.. 'the_ De_part~_e/1L_o_[__l-LeaJ~b an_qL~B1;aL. -Protection and in accordance with the terms of t_~jlj_s__c,.hap&e-a~aJ:Lcl ~c~qditiops~ aL~a_~zJrj~t_e_n_ ~}?e~--~TF issued~ b__~_y~the depa_AELLment--L~ (adapted from GAAB 16.45.020) B. Untreated discharges. No person shall cause or permit any sewage or other wastes to be discharged into or disposed of in such a manner that access will be gained to any waters of the State of Alaska unless such sewage or wastes are first treated in a manner approved by the department and the Alaska Department of Environmental Conservation. (OAAB 16.45.030) C. Hazardous discharges. No person shall cause or permit any human excreta, kitchen wastes, laundry water, sink water, toilet wastes, septic tank e'ffluent, sewage or other wastes to be discharged or flow upon I:he surface of the ground or' into any ditch, gutter, street, roadway, s~ream, lake, underground water SOLirce, or public place nor onto any private property so as to create a nuisance or health hazard. (GAAB 16.45.020) D. Watershed areas. No person shall cause or permit a sewage disposal system to be located within the drainage of any waLershed area used 'For or reserved for use as a source of public water supply without the written approval of the department. Such sewage disposal systems shall consist of an adequately sized, self-contained tank, a tried and proven incineration device, or other similar methods approved by the department. No method of sewage disposal shall be used in any watershed drainage or any area reserved for use as a watershed to provide a public water supply, when such is of an experimental nature, ffhe department shall promulgate and enforce such regulations necessary to prevent con- tamination of watershed areas. Such regulations shall include but not be limited to tank construction, tank size, ~ank location, and methods of servicing that will guarantee adequate watershed pro~ec~ion. (GAAB '16.45.030). 15-64 E. Domestic waL~r systems. No person shall cause or permit any abandone~~ well or deep well 'to be Used For the disposal of sewage or used as a receptacle for household wastes. No person shall cause or permit any cesspool, septic tank, or privy to be located in any water-bearing stratum that is or may be Used as a source of domestic water supply or to be otherwise located so that POllution From same can enter any domestic water supply. (GAAB 16.45.030). _ F. Roof drainage. No person shall cause or permit any cooling water, or footing, surface, or roof drainage to be discharged into any septic tank or sanitary sewer. (GAAB 16.45.020) G. Hindr*ance of facility operation. No person shall place into any septic tank, seepage pit, drain field, sewer line or treatment plant any object or subsbance that might hinder the operation of said septic tank, seepage pit~ drain fie/d, sewer line, or treatment plant, except as necessary during repair or maintenance. (GAAB 16.45.020) H. Disposal of wastewater disposal system contents. No person shall cause or permi~ any part of tile contents of any privy, septic tank, or sewage treatment plant to be discharged upon the surface of the ground unless pursuant to the terms of a written permit 'to do so From the department. Final disposal shall be incineration, buria/, or other means approved by the department. (GAAB 16.45.040) 1~ - o.65.030 Connection ~o sanitaria. A. Septic tank seepage system disposal facilities shall not be used or installed on any parcel where sanitary sewers are available/ provided that this section shall not apply to premises having the sewage flow equivalent of a two-family dwelling unit or less where said Premises is more than feet from a right of way or easemen~ containing a sewer main From which sanitary sewer service is available. B. Sanitary sewers are available ~o a parcel when thai parcel borders a righ~ of way or easement containing ,a municipal sewer main and when the main extends at least ten 'Feet inside a perpendicular line drawn from the sewer main to any cornet- of the parcel which touches the right of way or easement. C. All property owners shall comply with the requirements of this section within one year after- sanitary sewer becomes available to the parcel (adapted From GAAB 16.45.050). '15.65.040 Waterborne sewa_(~. No person shall construct or instal/ any septic tank, treatment plant, drain 'field, or seepage pit within Anchorage thai does not comply with tile requh'ements of this chapter and the specifications o~' the department and and the Alaska Department of Environmental Conservation. No person shall construct, sell, or install any septic tank, seepage pit, or drain field without first obtaining a permit From the clepartment. ~5~65 No person shall install a septic tank soil absorption system on any lot having an area less than 1 1/4 acres within lot lines or where the soils are classified as requiring a greater area than 190 square feet per bedroom by the Unified Soils Classification System or where a percolation test shows the absorption capacity of 'the soils 'to be greater than fifteen minutes per inch Nvithout the written permission of the department. (new) C. No septic tank, treatment plant, drain 'field, or seepage pit shall be backfilled without the permission of the department. All persons shall contact the department giving as much notice as possible prior to covering or backfilling any septic tank, drain field, seepage pit~ or cesspool. D. The department encourages the development and use of new processes and methods which have been 'thoroughly tested and found satisfactory in operation. If new processes or methods are proposed incorporating deviations 'From standard practice, proof of merit must be provided together with a bonded guarantee of performance. Because methods and processes of sewage disposal and treatment are continually changing with the advent of additional knowledge and experience, approval of plans and specifications by the department does not imply that recommendations for altera'tions or additions will ~ot be offered a't some later date when conditions change or methods and processes are improved. ::E~:~i~l:l::~a~n~carried sewage disposal sYstems shall comply With the following: i.;.:::: : 1. In determining a suitable location for the system, consideration shall be given to the size and shape of 'the land area available, type of soil, slope of natural and fininshect grade~ depth of ground water, proximity of existing or future water supplies, and possible expansion of the system. 2. The sewa~osal s_~st_~Lg~l ~I~AI! consis'_~_~ of a ho_us_Ap--e -~E a.n~ '~1 field or one or__Dore see~ pits or of othe_DDr facilities ~_.~j~j~ov~y~ed.~D~ '~he ~laska De_partment_ of Environmental Conservation and the department. (GAAB 16.45.060). 3. Treatment plants shall be required as described in -Fable 1. (a) Nlaintenance of the treatment plant shall be provided by a contract between 'the property owner and the local distributor or maintenance concern. Copies of the current maintenance agreement between the homeowner and the maintenance concern will be provided to the department by the homeowner. A copy of the contract shall be supplied to 'the department within thirty days after installation of the treatment plant. (new) (b) The general maintenance contracL must comply with the National Sanitation Foundation Standard No. 40 requirements 15-66 and receive approval of the Attorney. The contract department and the P4unicipal requirements as outlined ,must Include the service Dy th.e National Sanitation Foundation sLudy leading to approval of that type of plant and by the plant manufacturer. All maintenance agreements shall have a provision For removal of excess biological sludge. In maintenance conLracts that provide for the performance of maintenance work or inspeckions~ reports of maintenance work performed and the results of Periodic inspections made shall be filed with the department within thirty days after the ~ime the work is performed or ~he inspection made. (new) (c) Failure to perform the maintenance agreed to in a maintenance contract is a violation of this chapter subjecLing persons who fail to Perform such maintenance to suit for civil penalties and injunctive relief. (new) The s~.~ll be d~~~e~ ~ehold Bulldozers, trucks, o~ other heavy equipment should not be driven over the system during or after installation. (GAAB 16.45.060) T~e S~m s_l~ adeqq~Ke ~it% to ~o~er~ ~~~ewa~ ~ Ir ~ measurements are not available, the ~..~hr(~ - '; ~ - actual - - - - ' ~-~,,~y or sewage and wastes shall be estimated according to the Manual o~ Sept C Ta Service Public 'n,~ ~,~ ~ ~ lank Practice. P atl~.. ~u, o~o. a~ .--~- ~' LI~,,~ chapter. The population of dwellings shall be estimated at two .... ~ w~ere contradicted by this persons per sleeping room, and the population of schools shall be estimated at thirty-two pupils per classroom. Flows for establishments nok listed shall be obtained from the department. (adapted From GAAB 16.45.060) 15.65. 050 Septic ~[~_~k~. A. No person shall cause or permit to be constructed or installed any septic tank that does nok comply with a~ least the minimum requirements of the Manual of ~ Tank ~ractice, Public Health ~n~t~eas~ th~' ~imum requirements of' Service Publication No, 526~ chapter 11 of the Uniform Plumbing Code, 1973 edition, except where con[radicked by this tide. B. No person shall cause or permit to be'construcked or installed any septic tank location less than 100 'feet from any river, stream, or lake; 100 fee~ from any source of domestic water supply; 10 feet from any watermain or service line; and 5 fee~ from any property line or building foundation. (GAAB 16.45.060). 15-67 ?,~ 1B.6B.060 Subsurface disposal fields. ~ ~. No person shall cause or permit to be constructed or installed any subsurface disposal fields in heavy clay or other impervious soil formations or in Iow swampy areas or where the ground waLer during any season of the year will be within four' feet of the bottom of the trench. (GAAB 16.45.060). ' B. Minimum absorption area and total bottom area of trenches oF the absorption field shall be determined from the results of soil analysis conducted in accordance with the requirements shown on Table I of the Manual o~eptic -rank Practice, Public Health Service Publication No. 526. (new). C.. Excep~ as p~ovided in ~ 15.65.070, no person shall cause o~ permit to be constructed o~ installed any subsurface disposal field located less than 100 feet from any rive~ lake, st~eam~ on any source of domestic wate~ supplyl 10 feet f~em any wa~e~main, service line~ p~ope~y line, o~ dwellingl and 5 feet f~om any foundation wall. (GAAB 16.45.060). Othe~ design~ cons~uction~ and installa~ion' requirements ~o~ subsurface disposal fields shall comply wi~h at leas~ the minimum ~equi~ements of the Soil Absorption System section e~ ~he ~anual e~ Septic Tank P~actic~ Public Health Se~vice Publication No. 526. (new). 15-68 TABLE i Soils Required Waste Analysis USCS Percolation Seepage Disposal Method Syn~o]_ Rate Area Method Waste '~ Treatment Method Visual GW 2 85 SP,STr,DF ST,TP Class SW 5 125 SP,STr,DF ST,TP Range SP 8 150 S]P,STr,DF ST,TP Percolation GM 10 165 STr ST,TP Test GM 15 190 STr ST,TP Range SM 30 250 STr ST,TP SM 45 251-300 STr ST,TP ML-CH 60 301-330 STr ST,TP 3. 4. 5. NOTES Percolation test shall be in accordance wid~ the United States Public Health Service Publication No. 5£6, Manual of Septic Tank Practice, at 4-- 8. Percolation rate is measured in minutes per inch. Seepage area requit-ements refer to square feel per bedroom. SP means seepage pit; STr, seepage trench; DF, drain field. ST means septic tank', TP, treatment plant. 15.65.070 Seepage_j~i A. The use of seepage pits for disposal of septic tank effluent shall be acceptable only when soil conditions or topography indicate a need for this method of disposal. (GAAB 16.45.060). B. No seepage pit excavation shall extend into the water table. Where ground water is encountered, the bottom of the pit shall be backfilled with clean coarse sand or similar material to at least four feet above the waLer table. (adapted From GAAB 16.45.060) C. The top of all seepage pits shall be not less than eighteen inches below the finished grade. (GAAB 16.45.060) D. The required absorption area of seepage pits shall be computed on the basis of soils analysis conducLed according to the requirements shown on 15-69 No person shall cause or installed within Anchorage. (new) Table 1. The weighted average of the results shall be computed to obtain a design figure. (new). Seepage pits shall not be installed in areas where 'the percolation rate is greater than thirty minutes per inch, that is, in areas where more than thirty minutes is required 'for the water in the test ho;e, after proper preparation, to 'fall one inch. (GAAB 16.45.060) The required seepage area for seepage pits shall be determined in the same manner as the minimum absorption area for subsurface disposal fields in § 15.65.060(B). (new) The effective seepage area of a seepage pit shall be tlae vertical wall area, based on dug diameter, of the pervious strata below the inlet. (GAAB 16.45.060) No person shall cause or permit any seepage pit to be constructed or installed less than 100 feet from any river, lake, or stream or any source of domestic water supply; 20 feet from any building foundation or property line; 15 feet from any septic tank; 10 feet from any water main or service line; and 10 feet 'from other seepage pits or a distance at least three times the diameter of the seepage pits, whichever is greater. (GAAB 16.45.060). Other design, construction, and installation requirements For seepage pits shall comply with at least the minimum requirements of the Soil Absorption System section of the Manual of se~_~L~ ]r_a~nl_~ Pra~ctic___~e, Public Health Service Publication No. 526.~ew). permit any cesspool 'to be constructed or is. 65.0_g_0 A. No person shall cause or permit 'to be constructed or installed any holding tank that does not comply with at least the minimum requirements of chapter 11 of the Uniform Plumbing Code, 1cJ73 edition, except where conLradicted by this title. B. No person shall cause or permit to be constructed or installed any holding tank less than the distances from sources as required for septic tanks in ~ 15.65.050(B)- 15.65.100 Ear th__~vies. A. No person shall cause or permit to be constructed or maintained any earth privy that does not comply with the following requirements: I. Ear'da pit privies shall be located at least 100 Feet from any spring, well, or other source oF domestic wa~er supply; 100 feet from any 15-70 stream, river~ or lake; and 10 feet from any watermain, water ~.~. service line or property line· Earth pit privies shall be constructed as recommended in the Alaska '~'~; Department of Health Document HSE 7-2, Sanitary Privies~ or in a similar manner approved by the department. Seat covers of any earth pit privy shall be kept closed during ins. ect seasons when the privy is not in use. The contents of a privy shall no~ be permitted to overflow onto the surface of the ground or be exposed to insects~ rodents, or other animals. ~¥hen the pit becomes filled to within eighteen inches of the ground surface, either the contents shall be removed and disposed of by burial or other means approved by 'the department, or a new pit shall be excavated and the old one be backfilled with at least two feet of earth. 4. The pit of all abandoned privies shall be backfilled to six inches above the original ground surface. 5. Privies shall not be used where adequate water supply is available to operate a water-carried sewage disposal system except for sho~t periods of time as approved by 'the department. B. pO~ ~sa~e~)s~heodt~ nol~fapc~;l~li~ water supplies concrete vau,t privies e approved by the de~a ~ . . , pail F' r~men~ snail be used in place of earth pit privies For the disposal of human excreta. The vaults shall be constructed of reinforced concrel:e, reel:al, or other material approved by the department and shall be watertight. They shall be maintained in a sanitary condition, and the conten~s shall be disposed of by removal from the watershed and burial or other methods approved by the department. (GAAB 16.45.070). 15.65.110 Exem tion_s All septic tanks, drain fields, and seepage pits in use on or before September 1, 1988, are exempt from the design requirements of 15.65.040(E)(6), 15.65.050, 15.65.060, and 15.65.070(C)~(G), but modifications to those wastewater disposal systems made after- September 1, 1968, are not exempt from the requirements of this chapter. (adapted from GAAB 16.45.060). 15.65. 120 Was~ewater dis[)osal desi~ermits. A. No person shall construct or install any septic ~ank, seepage pit systern, drain field, or package wasLe ~reatment plant without first obtaining a permik from the department. (GAAB 16.45.080) Permits required by subseckion (A) will be issued For- one installation only and may be requested by and issued to ~he property owner or permitted excavator. (GAAB 16.45.0~0) 15-71 Permits required by subsection (A) expire one year dfter 'the date of issuance. (new) D. The department by regulation pursuant to chapter 3.60 of this code may charge fees for inspections and other appropriate services rendered by the department relative to wastewater disposal systems required by this chapter. (new) 15.65.130 IVlanufacturers and excavators permits. Permits required by this chapter for persons who construct, sell, or install any septic tank, seepage pit or system, drain field, or package waste treatment plant as a business shall be issued on an annual basis and shall expire on December 31 of the year of issuance. The annual fee for such permits is .$10. (new) 15.65.140 Wastewater pum_p_ing, ~.ransportation, and di?posal l~ermits. A. No person shall engage in the pumping, transportation, or disposal o~ the contents of privies, septic tanks, or sewage treatment plants without first obtaining a written permit from the Anchorage Sewer Utility designating where and in what manner 'the disposition of the material shall be carried out. (GAAB 16.45.040) B. No person shall transport any other material in a tank vehicle used for transporting the contents of privies, septic tanks, or sewage treatment plants without first obtaining a permit to do so from the department (GAAB 16.45.040) C. No person shall pump, transport, or dispose or the contents of privies, septic tanks, and sewage treatment plants in such a manner that a nuisance or health hazard is created. (GAAB 16.45.040) 15-72 Augt~st 17, 1977 Robert A. (Bert) Hall, Director, tlealth and Environmnntal Protection Environmental Eng-lneering Manager Loan Approvals/On-Site Sewer and Water I will detail this situation in general. We are asked by lending institutions to approve existing on-site sower and water systems prior to sales on homes. A. We check the well construction, location in relation to sources of contamination and take a bactel'ial analysis. B. We determine the operational capability and type of ..-,ewer system on the property. We then provide a report that indicates the status of tho sewe~ and water system and any defieienele=. The current ordinances, and rightfully so, state that it is a violation o~ the !aw to dispose of sewage into a septic tank system that is not properly de,il:ned, constructed and maintained. We conduct the "water test" on disposal systems to insure that the systems h~ve been adequately maintained and will still dispose all the wa~.~tes generated from the facility they are c~onnected to. The bank asks fro' our approval to cover themselves and we conduct these tests to insure that evm~rthing is as we so state. Our service costs $25.00. Local engineering firms cmn provide the same service for $175.00 and up. My people will not do bank lean approvals without conductin~.,~ the tests as I have explained and am outlined on the sheet of explanation. Further, I disagree with the ombudsman's interpretation that thi~ is a regu]f~tton subject to APA, Chapter 3.70. Legal advise is being sought on this matter. I will advise you of the .,;tams. Roll Strtekland, R.S. Environmental Engineering Manager RS/lw ,Too Blair Ken Norman ~ -~ ~' IX~h> ~--L-::-~'~--~-~ ., o~_. ¢~/ (Fill out in T~iplicate) .-. ~. ~ame of person requesting approval ........... 5. .Wate~.Analys is: \ Well data: a o Type ..... b. Dept c, CasinE Size Distance from well to closest existing or proposed: 1, Sewer line. , 2. SeptJc tank ~7~]. 3, Seepaue Ar, ea~. Cesspool' 5. Property Line_ //~ ~-... ~- 6. Other sources of possible contamination, i.e., creeks, lakes, houses, barn, drainage ditch, etc.. . ................ , Sewage disposal system, ~ Septic tank capacity in ga]ions ~- ) ~" . b7075> 1. tf "home made" show d~ag~m on reverse side of this form. 1, Distance to prope~y l.ine j(, ~ to house lo.darien e, Perco3gtic~ Te~t ~results f. 'Percolation Test performed by ..................... _ t .... . he reverse ,s.~de of t~s f'orm to show d~a~ram. Diagram should include following ~nformation. ~operty lines;.w~,ll location, house location, ~tie tank locatlon~ disposal area ].ocation~ location of percolation test~ a~ direction of ground slope· T 9, he ~o~tion on this form is true and correct to the best of my knowledge, $ignature of Applicant Date $iFned T,_O. BE .~_ILLED OUT BY HEALTH DEPARTMENT PERSONNEL ~;e above described sanitary facilities are hereby approved .......... *~6'llow~ng___ ' ' , subject to the -_ , cond~.tions Conditions: The above described sanitary facilities are disapproved for the following reasons: ~Dat~? ~ ~'" 'fft,' :'~,./.T. Approval is valid for one year following the date of approwul, CPJ: cw
