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Home My WebLink AboutRICLIN Misc Files from DECOnsite File MISC 100�11wmwmvb JUN -19-2000 13:24 S&S ENGINEERING 907 694 1211 P-06/10 { $eptGTank/gbyorpttonSysterrt FrequArrCy Of Pumping Gti Tank (where Waste is plspasad Holding Tank Sp 11y; Other lSpecifyp. Sepsis Tank Oudatl��,` ti , ( toutt+ousa, tnein®raeov, etcJ New Sysum I Data in ailed Nam# of lmtbtlar t r -t T yea! M anufaC tV rar ►J .^,,,trtiflea a(saU!tlar - • �•• Other' ❑ Ownarllsulidet• • � ' 'No. NuMtrar ei Cptipartmants Soil Type or Rating Septtio Tank Size (cottons) ��. 6,%?P Y 1 Dim +sienslSi=� 3oi1 AbsorptiPn System AYoa cjuentitY Sacktili Material u"W for Soli YY Sail Absorad0A S•YMmom C �1 ry bsi�p V t ^t Ptns IrtiOnTaitFtmultS ,� #rcolasign7gstbytNar»ei_ , tr_� _ Minimum t;raund Cover over AsseerP- p�ptinimum Gtountl Gaya over Septic Clean t Pi ts/Caps lnstal{e7on bsorpt oniS�si# s1mmlied an4enk 1 ScpUc4Ta+t No yes Nation free ,t_ !r� peetYtsFIAatyyl$ter gppty gpun:e ort Loer Supply Source on Adf�tnt NtarostBoater vveterrTabloedrobk t oc Linpbot m'att �'i r + f ,�f Feet 1 Staaradon �c—�.t Y tet C{stanct tot �6.- i 'C> Feet L;artlRgntalRecbmmOf lde%ion$ ` !i• E+"'F^"t 'I'll � �•"'." 1_ ...'r' `d.�' I G that a .tomTitlt, Roo /C*?'. No., trait. NO. a POPy pt g K►YtiEti' A9usr be tlgneaKliSr•+s rrtrtal r, pmfessiotft aegioeer or DEC Sraff, NAS Ewing 9vium'•" ossa instailai ame Of Plstalw " `"'•'" ..�, ptntr: 7yp#JManufacwrer Q OwnerlSuli �'jt3ori;{iiad:a+wrailer•-r•' Septle Tank Size i,eellans) _Nusas mtof Comperttnants Soli Type of Rating ___7 Type $01 AbaOrptlOn 13Yaterri Clrn,DneicrsJ$tte &oil Absorption gY7tent Abse/Owen SY kfi{i Material used for Soil Ad#q%,wy Tex frtesu1u, • , A04oU40CY'f rtormed 5y:lAttech Copy of RvPGrU I Date S60114;—Tank Pumped lAtteon Copv et Receipt) ❑ Pass Rail Minlntum draund Coytr over Alloriv Minimums Ground Cover over geptia Cts ut PipoglCape installed on Absorption S System Installed an Tank Septic tion p.rea , F " F#tt Y O Yet No Water supply $euro on i bt Lo tst Wettr Supply Sacro# on A lacent Ne 0otly of Wet®r Ater TablelBtotoCic lot Lina separatl0, .. Feet t FMt Frei Distowo W Fit CorrmantsfR�dttmmslations ..' i certi tti34 t t a in info t'fistion is emrtctS In T{t e, Rag !ert. Na., d ..ee. Signature TYptCiPrintad Nature /Can. V AA N01 �: it rx i's4 signed by a•Prota�siorrirf an inaer. • ^+ �' eSEAL JOIN -19-20M 13:26 S&S BqG I NEBR I NG P k I I o agag Treatment; lion 8 Isp 0 V Brand Name or Procaft) ywtwn,, ............. ..........pint; Capacityof Teak wrwo Waste is 0 lop CS04 Frequency of Pufn Holding To" A Specify: i. Other (Spocifyy Ir k 0 Iftil tnotnorstpr, atc.) Septic Tar, DisctiorVOTo: Now System Name at install #1 TVo*fM9ut*CtUf1&? V08111AVIU190-JrOT 13 C"ftiod -installai —VA -#j V-- 1i [3 0.t.Or/SUIId4r? - - - N`;... - ... . 04 —�.N4mohr 4ff Septic TT" size (0alraniT-o Sall Type of R&tln2 1 4 ip 'Type Sall Allivar 1i sysVolk. — I 44 10jmOnsions/sixg Sail Absorption SWAIM Absorption System onioSlte Soil Abloriollar system ITypeticuantitV Backfill Mato riot used toe $oil T I Ab rp 4 ype Soil Absorption Svtwm PimOn . ltyqg" ke.. Y. V14+10 • Adequacy TO*% Results* 1: Percoistipri 1, ly** (No,, 13 pail C 'rill: qojq Pi eqwCapi I nsicalled on over Minimum around Cover over Sootic�,%Yswnl Minimum Groundcawl.w , ... . "9 1 -S...Pa 0 - an k':. song PI 1"/Caog Ins -tolled or, oWpOo No ti*A area lank'.' Yes 0 No Feet Eotdrock yet wat SUPPIWYGQU n over Sul5pIV source an AOiacent Nearest Body of W&-* Distance Vo: F4 Feat kdpc;,�-� F4O% Water T*bl*/S Tt-., Line X Comm"WIRecommandeltiom I a- -4 I certify that the above Manwidon is Cormt. 6ipnattsre M• SI nur 0Road Title, Rea Mort,No.. I not, 14 a. got* No. 2� ZZ.0-7 Title, FlegiCeris No., QLO ITyped/Printed lvorc- Nvwsr be 444 GEC Staff. or V AN !V Cato Installed ema of Intal U 01thert, #1 TVo*fM9ut*CtUf1&? 4ar owner/a �w,—.'U —7�1 sip -ryoo or RAtlnQ 04 'Type Sall Allivar 1i sysVolk. — I 44 10jmOnsions/sixg Sail Absorption SWAIM Absorption System • Adequacy TO*% Results* 1: AdequscyTestPer edBYltAtteahCGPYQfA Tank Data, Septic Pumped (A' toan Capt of Receipt) 13 pail C 'rill: M;qlM61m CrounO cover CA09r AsIInImurn.0round Cover over Septic Ciagnout Cao$Insmiled on ClasnouT P1060caps I nstailed on o"lz. Septi,T n Absorption System tion Ansa Peetl 0 ye. No Yet No Water su nFeall I#t N"roll Wotarr Supply Source an ACtOCOn't N ~Ott 0 da-Pw watarlyVater Tabi Otago rock ILOXLine geporetian Lot Feet Peel I Clistance to. Feat Comm"WIRecommandeltiom I a- -4 I certify that the above Manwidon is Cormt. 6ipnattsre M• Narna Title, FlegiCeris No., QLO ITyped/Printed or V AN !V MTS! Mutt be 4on ed -by -a L77!�tmvl 40 , LH-19-2� 13:23 S&S ENGINEERING 90? 69Q 1211 P. 03/10 ' z STATE OF ALASKA DEPARTMENT OF ENVIRONM N7AL_G0_N,SERYATiON » 14i�PR01%AL.-OF -ON-SITE RESIDENTIAL WATER ANIS SEWER SYST�i�;9 PROPERTY DESCRIPTION �4 al"k & $ubdIvl4iett or Survey / ts, J l a fJ Certit"4 Iagued lar fWVN tFan Na: f This approval does -not constiftlte a guarantee of any kind, explicit or implied. as to the performance of the water supply and wastewater disposal systems. �w. WATER SUPPLY A recent water sample was tested attd found to rnaet•pepa"rtment of -Environmental Gonservation drink ing water standards for total coliform teq.ia A� I WASTEWATER DISPOSAL i . The domestic wastewater system was: ironmental Conservation' and found to be i n dompliance with 171 ihspected by the Department of Envi. applicable requirements of 18 AAC 72; ' inspected by a Professional Engineer who certifies that the system complies with applicable re- quirements of 98 AAC 72; °! ❑ installed by a Certified installer who certifies that the system complies with applicable requirements of 18 AAC 72; or ' sfactory Q tested by a Professional nE'gei With the minimuho certifies th m separation dista distances specat the performance of the ified led in 18 stem is AAC 72 and that the system ca p This approval is valid for a ❑ single family rtu�it .17 Title neje Name VW404 (Rev. OMS) 01MIUMON: WHITE- BAN K/LENDINO INSTITUTION. CANARY—APPLICAN' t PINK—MAFL-TM£NT I' ,1 • i,: ri f i I WASTEWATER DISPOSAL i . The domestic wastewater system was: ironmental Conservation' and found to be i n dompliance with 171 ihspected by the Department of Envi. applicable requirements of 18 AAC 72; ' inspected by a Professional Engineer who certifies that the system complies with applicable re- quirements of 98 AAC 72; °! ❑ installed by a Certified installer who certifies that the system complies with applicable requirements of 18 AAC 72; or ' sfactory Q tested by a Professional nE'gei With the minimuho certifies th m separation dista distances specat the performance of the ified led in 18 stem is AAC 72 and that the system ca p This approval is valid for a ❑ single family rtu�it .17 Title neje Name VW404 (Rev. OMS) 01MIUMON: WHITE- BAN K/LENDINO INSTITUTION. CANARY—APPLICAN' t PINK—MAFL-TM£NT JLJN-I9-2000 13:22 S&S ENGINEERING NVI]RONUFMALCONSE RV"10N DEPT- OWE ANCHORAGE/WESTERN DISTRICT OFFICE 3601 ,c,, STREET, SUITE 1334 ANCHORAGE, ALASKA 99503 December 1, 1987 § & S Engineering A17Nt Robert A. Shafer, PE 17034 Eagle River Loop Rd. #204 Eagle Rivers Alaska 99577 7011�3 � rr. r STEVE COWPER, GOVERNOR 563-6775 SUBJECT: Tract B, ARRINGTON SUBDIVISION, Peters Creek 8821 -FA -037 & 8821 -DA -041 Beer Mr. Shafert Department has reviewed the Engineer As-huilt plans for the The given for the sauer subject Project, Final approval is hereby , is attached - and water systems and the "Certificate to Operate Any future expansion of the subject. project will require additional approval from this office. SincerelY,, Michael P. Lewis Environmental Engineer MPL:Pkk ENCLOSURE .0 JUN -19-2000 13:27 S&S ENGINEERING 997 694 1211 P-iO/10 %11 TOTC-L P.10 -rI mmsr, 99? 694 1211 P .04105 M b 00 X"Or ro D 9 907 694 1211 P . HSi)5 ag River EngineeringS Louis Butera, P.E., R.L.S. F.O. Box 773294 Eagle River, AK 99577-3294 wwvv.eagleriverengineering.com April 19, 2001 Mr. Bill Reith, PE State of Alaska Dept. of Environmental Conservation 555 Cordova Street Anchorage, AK 99501 Re: T15N RI W, SEC2, NW1/4, SW 1/4, SW 1/4 SNI. Peters Creek, Alaska Dear Mr. Reith: (907) 694-5195 tel (907) 694-3297 fax Attached please find an application for construction of septic leachfield disposal wastewater system for a 900 GPD light commercial warehouse. This large 10 acre lot is served by an existing approved class C well that was installed by the previous owner, Eagle River Refuse. I have searched the DEC file records under Eagle River Refuse. the TownshiplRange and Eagle River in general and have found no records on this system. If necessary we can take up the water supply issue under a separate permit submittal. The owner desires to construct a wastewater system at this time that has the potential to provide a 900 GPD capacity in the future. The system will therefore be oversized at the expected current loading rate of 4 employees and a bathroom. We have included, owner=s statement, soil logging, and specifications for construction and a site plan drawing. If you have any questions; please contact our office at 694-5195. Sincerely, Louis Butera. P.E NO SURFACE WATER NO KNOWN CURTAIN DRAINS 1 OF 2 p _ � FE� 0 - TEST HOLE = - MONITOR TUBE o - SEWER CLEAN OUT 4- - WELL ----- EASEMENT =========- PROPOSED LEACH FIELD "m�- EXISTING LEACH FIELD WELL/SEPTIC SITE PLAN OWNER: DANIELS CONTRACTOR: OWNER .-49TH*' LOUIS A. BUTERA EAGLE RIVER ENGINEERING SERVICES P.O. Box 773294 EAGLE RIVER, AK. 99577 A llljj��CFESSIQXAI`- UNKNOWN ' SEPTIC SYSTEM ~/ / / �� s= T�� ''' T/ S 89^57'1 9"E 660_29 ` 4.0 x 15.8 ENTRY TO BASEMENT WELL \ o oo— --- -- -- o ~----_�� ABANDONED SEPTIC S,5T[w uwwwOWw CONSTR. 0 - TEST HOLE 9 - MONITOR TUBE 0 - SEWER CLEAN OUT VACANT LOTS - WELL - EASEMENT NO SURFACE WATER PROPOSED LEACH FIELD NO KNOWN CURTAIN DRAINS EXISTING LEACH FIELD WASTEWATER DETAIL OF OWNER: DANIELS CONTRACTOR: OWNER 4 9 !-H-** LOUIS A. BUTERA EAGLE RIVER ENGINEERING SERVICES // 0, ' P.O. Box 773294 EAGLE RIVER, AK 99577 - A I I I I 1PROFESS101A P" (907) 694-5195 FAX: (907) 694-3297 �AGLERIVER ENGINEERING SERVICES EREaPROJECT NUMBER: 00-065 CALCULATED BY: L8 LEGAL DESCRIPTION: T1SwRlvV.SEC2,Nvv|u\ovV1^4,aVv1wSM. EQUIV. NUMBER OFBEDROOMS: G WATER USE PER BEDROOM: 150 emLLowa PERCOLATION RATE: n MINUTES PER INCH DEPTH TOGROUNDWATER: 10 FEET DEPTH nJIMPERMEABLE LAYER: 10 FEET USABLE SOIL STRATA ANTICIPATED DEPTH oFCOVER: a FEET TOTAL USABLE DEPTH: 4 MOUND ORBED SYSTEM USABLE SOIL STRATA DEPTH: 1 WASTEWATER APPLICATION RATE: 12 oAuSo,rT ABSORPTION AREA REQUIREMENT: 750 SQ.FT MINIMUM BED LENGTH 1zFEET WIDE BED sa FEET 15FEET WIDE BED so FEET TRENCH SYSTEM WASTEWATER APPLICATION RATE: 1.2 Gxuso.rT ABSORPTION AREA REQUIREMENT: 750 sQ.FT SHALLOW TRENCH OPTIONS DEEP TRENCH OPTIONS sFEET WIDE TRENCH aFEET WIDE TRENCH EFFECTIVE REQUIRED TRENCH EFFECTIVE REQUIRED TRENCH DEPTH (FT) LENGTH (FT) DEPTH(FT) LENGTH (FT) 1 1m 4 NA 2 NA ( 4.5 NA 2.5 NA o wx a NA a.s NA 3.5 NA 6 NA o NA 7 N4 o NA ' e NA 10 NA DESIGN SPECIFICS FIELD SYSTEM: o (m=8ED.s=o*ALLovvTRENCH uO=DEEPTRENCH) GRAVEL DEPTH: 1 FEET TRENCH ORBED WIDTH: 15 FEET LENGTH: 50 FEET /v/*L EXCAVATION DEPTH: 4.0 FEET 00'065ca| 1 [Date] SOILS LOG EAGLE RIVER.l PERCOLATION ENGINEERING SERVICES p. 0. Box 773294 TEST EAGLE RIVER. ALASKA 99577 I Phone 694-5195 FAX, 694-3297 PERFORMED FOR:-- e� 1'f DATE PERFORMED, 6W10 !!LIW - 4z' 6 LEGAL DESCRIPTION:T101/ - AIV llq,-s 1 At I SLOPE SITE PLAN 2- 3 4- .5 6 7 8 ty 9- 10-- 11 - 12- 13 14- 15 - " 16 A 17 - 18- sip 19- 0 DKOCI IJ4 p,57.,ec 6w Sandy &ravd il'-Ce- C'f 5/lf deiikl lqrDp- bocdder5 -* '-(-I r- S lev.k-r WAS GROUND WATER L '-/- 'c /-C e;. V. ENCOUNTERED? 0 r P E IF YES, AT WHAT DEPTH? a F 4 Louis A. Butera CE -6736 p` -o --r R-04— Reading Date Gfost Gross Time Net Depth to Time(i-';.',) Water f Net Drop -5,7 et X IZ) -P -7 ire- 27-pG -2. ciG� or 10 m,.�, 3 t 2:3(-(36 2' 0 3 7, A PERCOLATION RATE iminuteilinch) TEST RUN BETWEEN 3 FT AND 3—.0 FT COMMENTS CERTIFIED By'. DATE: PERFORMED BY: E. R, Eagle River Engineering Services Louis Butera, P.E. P.O. Box 773294 (907) 694-5195 tel Eagle River, AK 99577-3294 (907) 694-3297 fax SPECIFICATIONS FOR ON-SITE SEPTIC SYSTEM LEGAL: T15N R1W, SEC2, NWI/4, SWI/4, SW 1/4 SM. April 19, 2001 A. GENERAL 1. The septic plan is for a 900 GPD use only. 2. The drawing and or site plan shall be a part of this specification. 3. All materials and workmanship shall meet the State Department of Environmental Conservation requirements. 4. All soil tests are advisory to the design and are to be verified or modified in the field by the engineer. 5. All excavations and depths are advisory and are to be verified in the field by the contractor to meet Municipality of Anchorage, Department of Environmental Conservation requirements. 6. It is the responsibility of the owner to obtain all necessary permits or easements and to locate any adjacent multi -family wells. 7. The excavation is to be exactly in the area shown on the site plan, any deviation requires engineer approval. 8. It is always recommended that a surveyor locate the nearest lot line position and the location of any easements. B. SEPTIC TANK/LIFT STATION t I. Septic tank shall be 2000 gallon tank of DEC approved construction installed level to allow gravity feed. C. BED I. The bed leachfield is to be located exactly as shown on the site plan. 2. The bottom of the bed shall be level, plus or minus 1.0". 3. The total depth of the bed excavation is not to exceed 4' at any point. 4. The gravity effluent line within the bed shall be laid level within 0.03'. 5. The bed gravel is to be covered with typar fabric material. 6. Soil or combination of soil and extruded board insulation to a depth of 4' or equivalent is to be placed over the leachfield. 7. The area over the bed is to be finish graded to prevent ponding of surface water runoff, 2" top soil added and seeded. 8. The septic tank and leachfield must not be closer than 100' to any existing private well, 150' to any Class "C" well, or 200 feet to any community well RECOMMENDED LEACHFIELD DIMENSIONS: TOTAL DEPTH= 4' GRAVEL DEPTH = 1.0' under pipe. 2" over pipe TRENCH LENGTH= 50' TRENCH WIDTH= 15' SOIL RATING= 1.2 GPD/ft2 WASTE CAPACITY= 900 GPD SEPTIC TANK = 2000 Twenty-four (24) hours notice required for all inspections. 4 2001\00-027 EAGLE RIVER ENGINEERING SERVICES EAGLE RIVER ENGINEERING SERVICES P.O. Box 773294 Eagle River, Alaska 99577 (907) 694-5195 ERES Project No.: 00-065 Calculated By: LB Date: 4/19/01 Legal: T1 5N R1 W, SEC2, NW1 /4, SW1 /4, SW 1/4 SM., TEST HOLE I Light industrial building 900 GPD flow rate (oversized) Facilites= 2 toilets, shower, sink, 4 employees Bed Subsurface Wastewater Disposal Field Water use = 900 gallons per day Percolation rate = 3 minutes per inch Wastewater application rate = 1.2 gallons per day per square foot Required absorption area = 750 square feet Bed width (W) = 15 feet Gravel depth (D) = 1 feet Required length = Required absorption area 1 Bed width Required length = 750 / 15 Required length = 50 feet Total Excavation Depth = 4.0 feet 2 4 9 TH fNk .... .... .................. ................................ L 0 U I'--- A. B 1-1 T E R A CE -6736 /DR CF f7SSO�4 [Date]