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HomeMy WebLinkAboutSIEFKER #3 TR 5 LT 1Onsite File a3 u !ii'oef ker w'�M� �� A®®._ Municipality of Anchorage On Water Wastewater Program -Site and • (907) 343-7904 etn�,,� f02 ON-SITE WASTEWATER INSPECTION REPORT on-, ��18 OSP181110 015-281-53 Permit Number: PID Number.. Dwelling: ❑■ Single Family (SF) ❑ Duplex (D) ❑ Multiple (SF and/or D) Project: ❑ New ❑■ Upgrade Name: Dee Allenbrand ABSORPTION FIELD ❑ Deep Trench ❑ Shallow Trench ❑ Bed ❑ Mound Address 12001 Avion St., Anchorage, AK, 99516 ❑ Other Phone Number of Bedrooms Soil Rating Total depth from original grade 2 GPD/SF Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade Ft. Gravel depth beneath pipe Ft. Subdivision Block Lot Siefker #3 Tract 5 1 Fill added above original grade Ft. Gravel length Ft. Township Range Section Gravel width Ft. Beds: Number of Lines Distance between lines Ft. SEPARATION DISTANCES To Septic Absorption Lift Station Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Tank I Line Ftz Ft. Well 100+ I TANK [9Septic ElS.T.E.P. ❑ Holding ❑ Other Manufacturer Anchorage Tank Capacity 1000 Gal. Surface Water 100+ Material Number of compartments Lot Line 5+ steel 2 NA Foundation 10+ LIFT STATION Manufacturer Capacity Curtain Drain None Known i Gal. Remarks Pump on level at in. Pump off level at in. High water alarm at in. Pump make and model Electrical Inspections performed by Installer PIPE MATERIAL House to tank D3034 Tank to D3034 drainfield ARM Services _ Drainfield CO/MT Inspector Crewdson Engineering LLC BENCHMARK (Assumed elevation) 100 ft Inspection 5, dates:' 6'07 Q -18 2nd s -a Location and description 3rd 4111 Bottom of siding at "A" (see record drawing) COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL Engineer's Stamp q� F A4q s',�,�� Conditional Approval: Date �;�p.• • :. ............. ames A. Crewdson ,• j C11527 �l SPR Approved � Q� Z . a Date (0 1 1 1�````OFESSI A 279 II IJf1CUt1UII rvipu I I_J- I- IL.000 WELL AVENUE S890 57'40"E 90.47' BENCH MARK BOTTOM OF SIDING AT "A" ASSUMED ELEV 100' DRIVEWAY I ELEV o EG 99.1' CD FG 99.3' cD N I — C1 S1 S2 MH RFB DC LU 0 0 o C:)f SEPTIC TANK N 1000 GALLON A _ C1 f— W/RetroFAST 0.375 ( E FC O ELEV: ) p/ —� TOT 91.09' 3 BR SFH INLET INV 90.51' LOT 1 ��li�'�/ OUTLET INV 90.34' B PROFILE / • S1 Y NOT TO SCALE RetroFAST MH BLOWER (E)SUMP — SHED — 10' UTILIT'e EASEMENT Y WATER VALVE (ABANDONED) S890 -- LOT 11 SWING TIES (feet) A B C1 12.7 21.6 S1 29.4 23.2 S2 31.8 24.0 MHI 33.3 1 25.1 DC1 36.9 1 26.8 Cr wdson Engineering, LLC �.c, a' Civil & Environmental Engineering PO Box 671389 Chugiak AK 99567 • cellc.t@outic Celirrext:907-280-9493 • Fax: 907-688-2295 PLAN SCALE: V=20' Siefker #3, Tract 5, Lot 1 Septic Tank Record Drawing Plan and Profile Views Prepared for: Dee Allenbrand Date: 10-10-18 Permit: OSP181110 Page: ,j of I ALL INFORMATION SHOWN ON THIS DOCUMENT IS THE PROPERTY OF CREWDSON ENGINEERING. LLC AND SHALL NOT BE USED FOR ENGINEERING OR CONSTRUCTION PURPOSES WITHOUT WRITTEN PERMISSION FROM CREWDSON ENGINEERING. LLC LEGEND - existing BR -BEDROOM C# - cleanout DC - double cleanout EG - existing ground ELEV - elevation FG - finish grade INV - invert MH - manhole RFB - RetroFAST blower SFH - single family home S# - septic tank cleanout TOT - top of tank -- x — - fence ...;�_ James A. Crewdson c ' C11527 rF�F�pROFESSIONP��� ALLC #112279 30' CLEO AVENUE S890 57'40"E 90.47' CY) -21.5 32.3' A 7 x C6 cv oC) C) clq 8.3' EXISTING wus HOUSE x ro LOT 1 LOT 2 C) 0 x00 C) CD 6.1' C) U) U) ci 6.1' G x SEPTIC BOX 24" MANHOLE T2 x 24.0' SEPTIC 21.0' STANDPIPES I w a W IB3�±LS NOIAV a .1 H I mo Z± CN < C -j 0 L Uj 0 > w 0 ', i-- F 0 z zo :D , , C-, W<W� M3;cl - W > W fn 0 I -,L Z Z < o (.5 S F,a: 0 zw 4: z U.1 U- to 0 > 0 Cl. Q wwoz 0 0 &5 0 Z) F- Z w 0 (1) w UJ W Q� 0 w Zo of 0 LL U) D F , � M LL n to a CL Z 0 ZWW 00a: w Z Ill MW B.0t, fLO .006 ,), a 0:5 0 ZUw wiL :s ?L loc x x x Ww(d C) z 0 r3'w8 0 Z':z 1 cw� car-: w = Wz oaz� z x wI WW- mw0 � z>z<w Ixl< WTOT 0 CIO F- IX cr 5 Z CO 0) zww COMM 'o I- mw> w it 61 � 9 19 z 0, :i ?: W j,_ v_3 9 �_ W :r a� in x z 2 0 ILI w F- 0) LLI < 0) , L) < ul mo 0- 0 O�- Wo Zzo a 0 c"! 1.2 LIZ z < J: IL I- w MWZ2 W6 u_ 0 0 0 <Oizz w "m 6 p: 0 CL Z >-OW< ww>o F z (9 2 0 wa�o OORO< EE Z P Dxmz w P-;� w x T< (E U) ww 31111 z tY w w U) LL cvo____j C) C) C/) LU 0 C5 ZOO C0 w x x UJ Z 00 %9. w 7 \\7 w a W IB3�±LS NOIAV a .1 H I mo Z± < C -j 0 L Uj 0 > w 0 ', i-- F 0 z zo :D , , C-, W<W� M3;cl - _j < fn 0 I -,L Z Z < o (.5 S F,a: zw 4: z U.1 U- to 0 CL < T � < wwoz 0 0 &5 0 Z) F- Z w 0 (1) w UJ W Q� 0 w Zo of 0 LL U) D F , � M LL n to a CL Z 0 ZWW 00a: DWOW C(0) cz, Z,-- ,), a 0:5 0 ZUw wiL < 0- 0� 0 m I,.L ow x (D 6 Ww(d C) z 0 r3'w8 0 Z':z 1 cw� car-: C� 3: = Wz oaz� z x wI WW- mw0 � z>z<w Ixl< WTOT 3:80Q0 0 W F- IX cr 5 Z CO 0) zww COMM 'o I- mw> w it 61 � 9 19 z 0, :i ?: W j,_ v_3 9 �_ W :r a� in x 0 0 9 T T< - W b D cwt� aj � z 0 ILI w F- 0) LLI < 0) , L) < ul mo 0- 0 O�- Wo Zzo a 0 c"! 1.2 LIZ z < J: IL I- w MWZ2 W6 u_ 0 0 0 <Oizz w "m 6 p: 0 00 >-OW< ww>o F z (9 2 0 wa�o OORO< EE Z P Dxmz w P-;� w x T< (E U) ww 31111 O (7) 00 D Q C\) m 00 Q0 G CO > ou U LO 1:3 < u z co C) co QO CD 0 00 (D Q - 0 (D j2 Im U_ 0, \01 OD <7D IN 0 c"! x �Ix< z z W" C) Of z tY w w U) LL Ca C) C) C/) O (7) 00 D Q C\) m 00 Q0 G CO > ou U LO 1:3 < u �.,octP_tisr MUNICIPALITY OF ANCHORAGE ent f ' On-Site Water&Wastewater Program Ste^ / i PO Box 196650 4700 Elmore Road • Anchorage,Alaska 99519-6650 Phone:(907)343-7904 Fax:(907)343-7997 �r r; http://www.muni.org/onsite 04, l)l p)1i tiilciit Hf MOA AG On-Site Wastewater Disposal System Permit Permit Number: OSP181110 Effective Date: 6/6/2018 Work Type: SepticTank Upgrade Expiration Date: 6/6/2019 Tax Code Number: 01528153000 Site Legal Address: SIEFKER #3 TR 5 LT 1 G:2735 Site Mailing Address: 12001 AVION ST, Anchorage Owner: ALLENBRAND DALLAS L & DEE M Lot Size in Sq Ft: 10856 Design Engineer: CREWDSON ENGINEERING, LLC Total Bedrooms: 2 This permit is for the construction of: ❑ Disposal Field 2 Septic Tank 0 Holding Tank 0 Privy 0 Private Well 0 Water Storage All construction shall be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72)and Drinking Water Regulations (18AAC80) 3. The wastewater code requires inspections during the installation. The engineer shall notify the Development Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall be either: a. Opened and Closed on the same day, or b. Covered, sealed, and heated to prevent freezing . . .- • • -. pno . . ... - - - - •.n a•.rt. Received By: ` Date: , 1 Issued By: `;4.t, '1 ,,6 ,Ut (0/6/k Date: T MUNICIPALITY OF ANCHORAGE Development Services Department Phone: 907-343-7904 On-Site Water & Wastewater Section ;xj t, :3-7997 ON-SITE SEPTIC/WELL PERMIT APPLICATION aI,;,,f ti Parcel I.D. 015-281-53 `` Dallas & Dee Allenbrand °, s a ;, a Property owner(s) Day phone Mailing address 12001 Avion Street, Anchorage, AK 99516 Site address same Legal description (Sub'd., Block & Lot) Siefker #3, Tract 5, Lot 1 Legal description (Township, Range & Section) Lot Size 10,856 Sq. Ft. Number of Bedrooms 2 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (®all that apply) Absorption Field ❑ Initial 1 Single Family (SF) H (w/wo ADU) Septic Tank [ Upgrade n Duplex (D) r Holding Tank I I Renewal ❑ Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A WAIVER REQUEST FOR: Distance: I certify that the`above information is correct. I further certify that this is in accordance with applicable Mu icipal Codes. Atit (Sign.-t e o •roperty owner or authorized agent) Permit/Rush Fees: Ar5 Waiver Fees: Date of Payment: 572f I!'8 Date of Payment: Receipt Number: ()5 Q 1/.9Receipt Number: Permit No. OSP 13(I/O Waiver No. G:\Development Services\Building Safety\On Site Water and Wastewater\Forms\Client Forms\Permit Application.doc Crewdson Engineering, LLC •General Contactor James "Jay" Crewdson, P.E. Email: CELLC.1@outlook.com Cell/Text: (907) 280-9493 • Fax: (907) 688-2295 Civil&Environmental Engineering May 23, 2018 Plan Reviewer On-site Water&Wastewater Program Municipality of Anchorage 4700 Elmore Road Anchorage, AK 99519-6650 Reference: Siefker#3, Tract 5, Lot 1 Septic Tank Upgrade Crewdson Engineering LLC is requesting a septic tank upgrade permit be issued for the two-bedroom home. The scope of work for the project is: 1. Remove the existing septic tank and double-cleanouts in accordance with the code. 2. Install an Infiltrator IM-1060 2-chamber septic tank with new post tank double-cleanouts. a. Note: per the 1985 inspection report, the onsite well is 103 feet from the existing septic tank. Maintain 100 feet minimum separation between the well and new septic tank. 3. Install a RetroFAST septic treatment system. There are no probable adverse impacts to adjacent properties if installed in accordance with the design. Please feel free to contact me if you have any questions. sOFg4' Thanks, �"�P•• / •'4s '� C110119 ;141--1 f*" 49 L *• � i Jam " ay" Crewdson, P.E. J•'�es A. rewdson ri C11527 4i 11 PO Box 671389 • 18368 Amonson Road • Chugiak, Alaska 99567 i CLEO AVENUE O WELL - . • • • I • • DRIVEWAY • I • PLAN / SCALE: 1".20' / / / / / E) SEPTIC TANK wW / REMOVE IAW THE cc / CODE z3 BR SFH 00 P) Infiltrator IM-1060 AND Q Zil BioMicrobics RetroFAST — SEPTIC TREATMENT lik SYSTEM WITH 24" till ACCESS RISER / I ___I / P) DC i _ 'EMOVE (E) CO E) DRAINFIELD NOTES LEGEND FG-finish grade 1. All components shall be installed IAW MOA,DES and BMI (E) existing CPEP-Corrugated Polyetheylene Pipe requirement's. (P) proposed IAW-in accordance with BMI-BioMicrobics Inc. MOA-Munic.of Anch. BR-bedroom MT-monitor tube CO-cleanout SF-square foot DC-double CO SFH-single family home DES-Denali Environmental Supply ST-Septic Tank EG-existing ground WI-with FC-foundation CO Crewel son_EnlgineerinaLux Siefker#3, Tract 5, Lot 1 �i�� 0k;Lk �1 Septic Tank DesignIIMI *:;�, ,�4. .•*6 17‘0 A 4. . rAi /6ames A.Crewdson •• P �4, -- Prepared for: �� .7.--vi,...:.. C11527 ..14.• Civil&Environmental Engineering Dee Allenbrand Date: 6-5-18 i 1 6-S-t EiE`, PO Box 671389 Chugiak AK 99567 • Ceiic.l@ouuoelc.Dom Permit: OSP 181110 Page: 1 of 1 i����"`=�~ Cell/Text:907-280-9493 • Fax:907-688-2295 ALL INFORMATION SHOWN ON THIS DOCUMENT IS THE PROPERTY OF CREYVD.SON ENGINEERING.LLC NO SHALL NOT BE USED FOR AL LC#112279 ENGINEERING OR CONSTRUCTION PURPOSES WITHOUT WRITTEN PERMISSION FROM CREVDSON ENGINEERING.LLC ®,,, © ... ® ® ®, MUNICIPALITY OF ANCHORAGE D~:, /MENT OF HEALTH AND HUMAN SER\ 3 Environmental Health Division 825 "L" Street, Anchorage, Alaska 99502, Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEIVI AND/OR WELL INSPECTION REPORT Address ?605 LEGAL DESCRIPTION TANKS '~)~ SEPTIC ~j HOLDING Manulactuleb r/~ e ~ / O~ ~ TYPE OF SYSTEM '~rRENCH ~ BED ~ W, DRAIN ~ OTHER orlgmel 9ra~e ~ ~ FT /~ FT FT ~, 5 ET ~;~i 10agth Grave] width ~50 Ff ~ FI WELLS ..... [~oRIVATE [] OTHER (Identify) ?"? FT REMARKS: Municipal and 81afe"~tlidelines in effect an this date: DISTANCES SEPTIC TANK ABSORPTION FIELD WELL WELL / ~ '~ ] 0 ~'~ '+ ! LOT LINE / ~z. / g ~ 2.2 FOUNDATION 1,4ealth Departmenl Approval: S-0UII. T DIAGRAM (Show location of ;veil. sepuc system, property I,nes, loundabon, water bodies, CiO) Scale: Inspections Pedormed by: ' ,ENGINEER:S SFAL FT cerlify thai this inspection was pedormed according to all 72-013 (3/85) WATER WELL RECORD STATE OF ALASKA DEPARTMENT OF NATURAL RESOURES Division of Geological a Geophysical Surveys Drilling Permit No. LOCATION OF WELL {Please complete either ia, lb or lc.) A.D.L. No. .,-q. isorou0h euhdivi,io. Lot ~ '~'1 '/4d--s. Sec,lan ,o. ~ow.,hip,o WELL LOG }, Feet Below .. Material Type TopBottom w~ ft. -- dark gray sandy gravel 12 21 ~USer ~ ~" ~ '" d ~ a 0 ~"" ~ 0 ~ h $': 11 gray silty s~dy till ~brn 28 49 ~ Irri~ef,o. ~ hard gray till H20 6,7 gpn rr,.: open hole o~..r, " ' ' . ---- ' ~' ft. after hfl. pumping~? g.p'.m.' r 15, PUMP: (If available) HP - , - Lengfh of Drop Pipe ff. capacity ' g.p.m. · i5. Water Temperature o Authorized Represenfollve L..bN I Al., t PIqONli:~ :: Dli!:PARTI?]Iii]'qT III:::' I-iliii:AI./FH AND I:::.N,, ~::~,::: ..... I.. S'/"REi]ZT, ~.d,K2r4dF',~;.~l.:~l:::. 264"- 4 '72 () I"hqX BEOROOMS~ SFi:CTION: 21 TOWN!3H]:P: ;L 1()iii',]6 (SQ. F'T,, []R ACRES) L[]'I": 1 RANBE:: i'3LO(]K: '/"F;;AC]' 5 DIZF:'TI'I '1'i] I::'IF:'E: EOT'I'I)M (F:':I",,) [{~RAVlii:L DEPTH (1:;"1'. 'I'I]'IAL DIii]:::'I'H (F:'T,,) GRAVEL WI O'l"H (I:::T. GRAVIEI,. I.,.E,N[ tli (I:::'T~) , I~Avl:,L VOL, LJME (CU,, YDS,, ) T'ANK SIZE (GALS) ~ ~, IL RATING (S6;~.FT,, /BR) i3 ,, 5 6.0 5 ,, () 7 ,, 5 0.5 3 ,, C:, 16 ,, () 6 ,, 5 8 ,, 0 2. ,, 5 19. () 5.0 22. :1:,!; 25.4. 34.4. 000 ,, 0 '~:"~:~ 1,00(),, () "-':"~' I, 00(),, C' '}{"~' 15 () 15 () 150 e,~.'.. TAI',IK MUST HAVli::; A'l" :t:,, I am ~'ami 1 ;i. ar with 'l:. h ,},;,} r'{..,:{,c:lL~:i.l'~:,:¢~fler'~t!i~; '~'nl" Ol]"",;!!ii'Le S6{)~E.}i'{~ at"ic:l ~)e:,l ],~; ~'or't.l'l by the Mur'lic:i.l::iality ()¢ Ar'lt:lh[::,f'a(~~ (MOA) and t. he State ~::}~' Alaska. 2,, I */~:i.:l. 1 install 'Lb6;:, syst.{,:;,lil :i,l'~ ac:c:ot"dal'iC::(e with al. ii M(]A codes and al'icl :i.l-'l(::(:)rr~p] J. af'ic(:.;,:, ~:i.i',.l"i t,l'iE,;, des:i, gr~ c:ri'Ler'ia o{' t.l'~:i,s i:~er'm:i.t.,, 3. I w:i. ll adh(:.H"6~ t.o all MOA and St, at.e oF Alaska r'eH~t..t:i,l"6,~fflef'~t.~; ~'(::)p t.h(.(,~ set. bac:k cl;i. st. arH::es F r, om any ex :i, st. im.:.:/ w6,~]. 1, wast.(.~wat, er d:i. spc~sal syst. em ol" i::n,,d:~t :i,c: Il t..u'id(.:~,f'tPFtLalqc:] -Lhat. this p(.:.:~pfllit {% raj. icl CQI" a tlla>::i, fflt. U~t C:)}' 3 I::)(.~dr'oc:)~Td~ a~l']y 6)r'l],81'g6~f~H}.B"Yh will ['6}}qL,til!(&~ ;.'*n aclc:lit:i.(::)r'~al pemmii:.,, :I;F:' A L, IF:'T S'I"A"FION IS IN!i!;'IAL.,I..,iE][) IN AN ARIEA CC]VERI~E[) BY MC)A BUII_DiNG CODES, 'I"I'IEN (1) AN I-i:L.E:[TT'R]:CAI_ F:'iZRMIT AND :ItNSF)EC'f'i(]N MUS'f' ][idE OI3TAINED; (2) AS='BUIL]i; W ]: LL I',10]' i'3E AF"F'ROVI~D W I 'TH()UT AN li!;I...,li!".:'l::;-I"l:-~ I CAL. I NSI:::'ECT ;1: ON REI~:'C)RT; AND (3) THE{ i:}!:I.,.IE!3TF:;'. Il CAI,.. WI]I::~K MUST Ii,liE DE)NE NY ~':'; L 11; []ii]',.IS.ED E}I..I:~i:CTF~: :1: C I AN. [!:IL[ICI<: 'TF;g,~CT ~' :1: c (:.:.~ r'. t. i f y t. h a'L: and J.l'~ c:C~ml:~:l.:i, ar'u:::,l:, w:i.'Ll'i 'Ll'm:,/d~:.:,~:i. qn ~;:r':i.'l:.~i-:i.a o~' this 'rp~r"rn:i.t. -~ " " d ~. ~:~.~.. ~:, ,..~ ~::: ~.=. ~ r ,.. ~::,,,-,/, ,.~ y ~J~.~ ~ :,. ,.-, ~::~ -' ,.~,:.:., .~..I. ,, ,~_y~.~.. ~, ,,, ~.~: ,.~., ,.. ~:q~-~ , ,~, .~. kJ]:l..I... I',I(::)T :{.JE: F~F'I:::'I::IEIVEiD NI'i'HDI.J'T' Alq IEI....[L. LI:TTI:?I[]~.~L. )J FRIEI::,'OR" (~'llli))) (::~;) ............. _ ~ . ~ , x 'T ~'J Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG m PERCOLATION TEST (ENGINEE ~ EAL) , ,~ PERFORMED FOR: /rjr ] ~ ~ LEGAL DESCRIPTION: ~.,"~: ~.~"~ 5 6 7 8 9 DATE PERFORMED: l~/Z~/~,~, "~C,~L.~ Township, Range, Section: SLOPE SITE PLAN 10 11 12 13 14 15 .. -16 17 18 19 20 WAS GROUND WATER ENCOUNTERED? S L IF YES, AT WHAT O DEPTH? p E Depth 10 Water After M0niterin0? Date: Gross Net Depth to Net Reading Date Time Time Water Drop PERCOLATION RATE __ (minutes/inchl PERC HOLE DIAMETER TEST RUN BETWEEN __ FT AND __ FT · ~ zo '. ~.y,,,./ 71t ~,u g¥ '~/~" ~,-t~ .sp ~,~ MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 L. Street, Anchorage, Alaska 99501 264-4720 SOILS LOG - PERCOLATION TEST SOILS LOG PERCOLATION TEST PERFORMED FOR; DATE PERFORMED: LEGAL DESCRIPTION: OL 1 2 3 4 5 6 7 8 9 SLOPE SITE PLAN 10 11 12 13 14 15 16 17 18 19 2O COMMENTS / '~z '~ sP C.. [ e_ ~,. ~, 5 ~t,x_ z.~- DEPTH? ~S~~//,-- ~(" WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT Gross Net Depth to Net Readin9 Date Time Time Water Drop 6-1~ ¢1', ?,5' '- ' $~;(~ ~ }1 ;~r$ lC, · &'~ y PERCOLATION RATE TEST RUN BETWEEN PERFORMED BY: ~¢'~' ~'?- g :~2 ? CERTIFIED BY: 72-008 (6/79) ALASKA ENVIRON'"~NTAL CONTROL SERVIC ,, INC. ].200 West 33rd Avenue, Suite B ANCHORAGE, ALASKA 99503 (907) 561-5040 SHEET NO ~ CALCULATED BY '~'~¢"¢~ CHECKED BY /V7:% OE ~ DATE DATE ALASKA ENVIRON~'=NTAL CONTROL SERVIC , INC. 1200 West 33rd Avenue, Suite B ANCHORAGE, ALASKA 99503 (907) 561-5040 SHEET NO. '~1 CALCULATED B y ~'~--=~ ~". ~.,~.--'---'~ CHECKED BY SCALE. OF DATE DATE . ZP ALASKA ENVIRONMENTAL CONTROL SERVI( , INC. 1200 West 33rd Avenue, Suite B ANCHORAGE, ALASKA 99503 (907) 561-5040 SHEET NO. / CALCULATED BY ~' ~ CHECKED BY 8CALE OF DATE DATE ./ / / ALASKA ENVIRONPCNTAL CONTROL SERVIC, , INC. 1200 West 33rd Avenue, Suite 13 ANCHORAGE, ALASKA 99503 (907) 561-5040 CALCULATED BY DATE CHECKED BY DATE 3' 3~-' 4o PLA ~ ALASKA ENVIRONt~:,NTAL CONTROL SERVIC , INC. 1200 West 33rd Avenue, Suite B ANCHORAGE, ALASKA 99503 (907) 561-5040 JOB SHEET NO CALCULATED CHECKED BY SCALE DATE DATE ALASKA ENVIRONMENTAL CONTROL SERVIr'~$, INC. Z200 West 33rd Aven~v Suite B ANCHORAGE, ALASKA 99503 Phone 561-5040 JOB SHEET NO ~ OF CALCULATED BY ~'' /"?~' ~ ~ ~tU DATE CHECKED BY DATE SCALE /,' ~O ALASKA ENVIRONP'-NTAL CONTROL SERVICe. _, INC. 1200 West 33rd Avenue, Suite B ANCHORAGE, ALASKA 99503 (907) 561.5040 SHEET NO CALCULATED CHECKED BY SCALE I DATE NRL CON;5RUCTlOA LOR nril1inc; Cu. Octs :,r,ll r z ` --------- Notre"( tnM,intiit./ hkIc 4411jell Owner Ta Jt•e ,ell locations (address A legal descript.iont__,.-.�U i J rt ft. diam Depth of well .`�1P_- - ft• casing; depth Y6 �.. Ss.af.ir_..+a4-e s' level .'`_- ft. (*b.~, below) land surface. ilto( Finish ai en end,)screen. perforated. open -halo. other) Describe intervals and size: bailing, air) at .r�5._.._---.--.... qa llmin, l;ell •,�re1d kested Ly (pumpingr for hours With �It ft. of drawdown from ;tabs level- for Li RS MA7rR l 1LUj- _ U -hbelow lausi Give description of strata Peneir.i eri (site of onte,,ai, ,.i)'ior, hardness epfof s,nface in ;r•ri'. drillim(, and water content) r ; f o CLS r�� Li Telf to ITS tq to kan _ f CI L l v to to $iJ to to GREATER ANCHOR/GE AREA 130R000H BPARTMENT OF ENV 'RONMENTAL QUAI- /// p, V� 30 "C" STREET AN,.HORAG E, ALASKA �O ^pee 12ah TELEPHONE 274.4561 �v c a SEWAGE DlS1POS*.--rY-MM --- APPLICATION NAME OF APPLICANT i3 p)n u AND PERMIT vT MAILING .ADDRESS -� PERMIT NO.-.- -f=1-�,,/ j 7PHONE-?kms.-- J z 'x,_. INSTALLATION LOCATION LEGAL DESCRIPTION G 6 / / ��"r'i '� 1 ��G'_��I�L�IZ- ���L='C'I��• �� -'-^� DRAIN FIELD ,� OTHER INSTALLATION OF: SEPTIC TANK —� SEEPAGE PIT_ - ^� TYPE AND SIZE OF FACILITY TO BE SERVED FINANCED THROUGH SOIL TEST RESULTS % COMPLETION DATE ANTICIPATED TO BE INSTALLED BY NOTEI THIS PERMIT IS NOT VALID WITHOUT SOIL TEST FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE DEPARTMENT OF ENVIRONMENTAL QUALITY AUTHORITY WILL BE SUBJECT TO PROSECUTION. SEPTIC TANK SIZE TYPE MINIMUM DISTANCES, REQUIREMENTS FOUNDATION TO SEPTIC TANK FOUNDATION TO SEEPAGE PIT DRAIN FIELD SEEPAGE AREA SIZE TYPE SEPTIC TANK TO SEEPAGE PIT WALL e SEPTIC TANK SEEPAGE PIT A DRAIN FIELD —. TO NEAREST LOT LINE. p ` WELL TO SEPTIC TANK SEEPAGE PIT /Jl -`� DRAIN FIELD ..ALSO CONSIDER AREA WELLS. .. WATER MAIN TO SEPTIC TANK SEEPAGE PIT / r •DRAIN FIELD ^'w SEPTIC TANK, —_ SEEPAGE PIT DRAIN FIELD TO RIVER. LAKE, STREAM. - OAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING OAP OF I EXCAVATION 5 FEET INTO UNDISTURBED SOIL. 4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT FITTED WITH AIRTIGHT REMOVABLE CAPS. GRAVEL BACKFILL CONFORM TO BOROUGH INSTALLATION. VR G.A.A.B. - OR LI NSED DESIGNER DIAGRAM OF SYSTEM - I CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28.66 AND THAT THE ABOVE DESCRIBED SYSTEM IS IN ACCORDANCE WITH SAID CODE. DATE Y-.!2 - /� -` APPLICANT'S SIGNATURE FORM NO. EO -016 i - i 1me i ew. f� d �ILE ;- I _� �--I� I CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28.66 AND THAT THE ABOVE DESCRIBED SYSTEM IS IN ACCORDANCE WITH SAID CODE. DATE Y-.!2 - /� -` APPLICANT'S SIGNATURE FORM NO. EO -016 GARB HD.I Gf TER ANCHORAGE AREA BOROF I OLrARTMENT OF ENVIRONMENTAL QUALM 3500 TUDOR ROAD ANCHORAGE, ALASKA 99507 279-8686 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM MAILING NAME L' J ���/'I__ ADDRESSPHONE -- — --- i _LOCATION"L�/L!/I� _ LEGAL DESCRIPTION SEPTIC TANK: -------- - NUMBER OF DISTANCE FROM WELL Cl�f%I�%71/����� MATERIAL �'��it/C%✓T __.___COMPARTMENTS LIQUID LIQUID CAPACITY 7�'Z2 —_GALLONS. INSIDE LENGTH _INSIDE WIDTH �_ DEPTH.___ SEEPAGE SYSTEM: SEEPAGE PIT: NUMBER OF PITS _OUTSIDE DIAMETER OR WIDTH-- LENGTH. DEPTH_-� , LINING MATERIAL � ��-s�X,� .DISTANCE FROM WELL �-h�j/fjJL�el� __, BUILDING FOUNDATION / 7 / NEAREST LOT LINE_ ^ - / /✓Ui TOTAL EFFECTIVE ABSORPTION AREA (WALT. AREA) ' ._� Y� SQ. FT. TILE DRAIN FIELD: I(Ila DISTANCE FROM W NUMBER OF LINES ABSORPTydN AREA DEPTH: TOP OF TILE TO FINISH GRADE FOUNDATIO ]STANCE BETWEEN LINES SQ. FT. LENGTH OF EA`QH LINE NEAREST LOT L TRENCH WIDTH TOTAL LENGTH OF LINES_ , IN. TOTAL EFFECTIVE DEPTH OF FILTER MATERIAL BENEATH TILE IN. ABOVE TILE WELL:DISTANCE FROM WATER — TYPEC-''ZI,'/ DEPTHy BUILDING FOUNDATION.__.-_ _SAMPLE — NEAREST L_ NEAREST- SEPTIC ,� SEEPAGE OTHER LOT LINE SEWER LINE -,TANK- ,TANK , SYSTEM__ _s.—, CESSPOOL_ SOURCES_ DISTANCES: f/iY/G ✓f� DIAGRAM OF SYSTEM a a a / w aX R k DATE �' L L /'�`-' APPROVED G.A.A.S. GM F:.Fz ANCHORAGE AREA E3(, _)UGH DEPARTMICNIT OF ENVIRONINIFNTAL QUALITY 3500 TUDOR ROAD POUCH 6-GrO ANCHORAGE, ALASKA 99502 TELEPHONE 279-9666 9FWAGE DISPOSAL SYSTEM -- APPLICA,noN AND PERMIT V 1-11- OF Al"I'LICANI MAILING ADDRE55 LOCA110N A I_G.GAI. DESCRIP-110N , PERMIT NO. 2192- - PHONE r,..; AIJ A 11 ON OF $ E:P I IC TANK SEEPAGE PIT DRAIN FI ELD OTHER .SMO !-,J -1. F. OF FAC I L IT Y FO U31-1 Sr FIVE D yjjY,Oij(3H TO FIE INSTALLED BY I lr',, IFfWIj ---------- - NOTFi 4H1,1 Prari-,IT is l4oT jAl_ln ;'VI,E,jj0[;y LoIll: /tA HOHIP, QV,:l_)t91RF4D, Pfk.clu IF'j-1ric .f,7�.7 AImv my r, Iv, wl mo r v fif OiAHIE rM. P'M PMCt20RVfV VAIIJ, M v3lJV3JrC-I` TO TYPE:: SEEPAGE AREA SIZE TYPF EJJA� 12411m OF 157511 F`S,Ii `,111JAIKIN 10 TANK jj11.'01W1 Ic VEOAGr PIT. DRAIN FIELD J ',NK TU 5EEPAOM PIT WAIA I "FIK z �FEPAGF� PI) GRAIN FIKI-D 'JI 19i LIfIf S1Y-TI17, 1ANK Sr--I.(AGF PIT 1r1-11-1 j IIJ-10 ALSO C.ON91DI_.R AREA VIELI.51. iAltl IU 5EPTIC TANK SEEPAGE PEI' I-ANX,SF.FPAGF PIT DRAIN FIELD 10<r_ f�MEAII. I'(1il INTO AND OUT OF SEPIK' TA111K AND INTO C11111 CROSSING GAP Of; P C '51 IRON SIPHON PIPES opi SEPTIC TANK AND SEEPAGE PIT AllifIGIII REMOVABLE CAP5. I` i RINOUGH HEGUI-ATIONS REGARDiNr INSTALLATION. __ Z_e HHAL TH AUTHORITY OR LICHN,SrD DESIGNER l,f 11-Y I'IJAI' I AM '1041IJAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA DOnOUGH ORDINANCE NO, 20,66 AND TI.--, I it;- 04,)VF !-:;CMf1ELJ 5YS I Ffl ls5 IN ACCORDANCE WITH SAID (.C)Dr.. APPLICAN 1 rwrJATUHL IViUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAl,. PROTECTION DIVISION OF ENVIRONMENTAL HEALTH CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL OF ON-SITE SEWER AND WATER FACILITY 264-4720 Application Date J GENERAL INFORMATION (a) Legal Description (include lot, block, subdivision, section, township, range) n.~'z..i/=l~,¢/?_ 7/z,';,u7 ~' Z. oT- I ,.~'Z:-. z~ .~/zF.,l~'~ ~.~ Location (address or directions) (b) (c) Applicant Name c./z-/~ ( E,; ~/~:~/,,J F.~' Telephone: Home 3 ,,'5/ ~'db'_~ Business Applicant Address ~ 2_ ( PJ Z~;' i ~'~ o~,./ 2) /j-[w ,,: ¢~ A ~ ,~'?' j"o .~.~.. Applicant is (check one): Lending Institution []; Owner/builder []; Buyer []; Othe. (explain); (d) Lending Institution Address (e) Real Estate Company and Agent Address (f) Telephone C--~ Mail the I-[AA to the follovv?~q address: TYPE OF RESIDENCE Single-Family ~(~ M ulti-Family Number of Bedrooms Other WATER SUPPLY Individual Wel~-/~ Community [] Public [~] Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. 4, SEWAGE DISPOSAL Onsite ~/-~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. 72-025 (11/84) Page 1 of 2 ENGINEERING FIRM PROVIDIN~-:~ INSPECTIONS, TESTS, FILE SEARCH, DA, A AND INFORMATION As cerlified 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 omsito 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 Firm _ /'¢'/~'=~"~' Telephone .5'q5 f 3"~ ~/'O Address Approved Terms of Conditional Approval CAUTION The Muncipality of Anchorage Department of Health and Environmental Protection (DI-IEP) issues Health Authority Approval certificates based solely upon the representations given in paragraph 5 above by an independent professional engineer registered in the State of Alaska. The DHEP does this as a courtesy to purchasers of homes and their lending institutions in order to satisfy certain federal and state requirements. Employees of DHEP 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 (] 1/84) MUNICIPALITY OF ANCHORAGE (MO~) HEALTH AUTHORITY APPROVAL (HAA) CHECKLIST - FEBRUARY 1984 264-4720 Legal Description: Z MUNICIPALITY OF ANCHOI~GE DEPT. OF HEALTH & ENVIRONMENTAL PROTEL'-'flON uECOa WELL DATA Well Classification /..~ ~/..,n~.-~-./~'c If A, B, C, D.,E,C. A,pproved (Y/N) Well Log Present l?(.,~) Date Completed ///~'~/O¢;~ Yield ~'/'!~z /' Depth of Grouting "~'~ Total Depth ~ Cased to ~'~'-~' / Static Water Level ---~ Casing Height Above Ground Electrical Wiring in Conduit(~C/N) Separation Distances from Well: To Septic/Holding Tank on Lot To Nearest Edge of Absorption Field on Lot To Nearest Public Sewer Line Cleanout/Manhole ..... Water Sample Collected by Water Sample Test Results Comments /- Pump Set At Sanitary Seal on Casing Depression Around Wellhead (Y/~ ; On Adjoining Lots ¢ 7- /o 5 --h ; On Adjoining Lots To Nearest Public Sewer To Nearest Sewer Service Line on Lot ;Date /o ~ /o O B. SEPTIC/HOLDING TANK DA'rA Date Installed~/./) - ~--~-- ~'-Y- Size / DOC No. of Compartments Standpipes (~) Air-tight Caps ~')N) Depression over Tank (Y/~.,' Pumping/Maintenance Contract on File (Y/N) Holding Tank High-Water Alarm (Y/N) Separation Distances from Septic/Holding Tank: To Water-Supply WeLl /'C- To Property Line To Water Main/Service Line c~/' /O Course ~z~'/"- Foundation Cleanout ~N) Date Last Pumped ; for Temporary Holding Tank Permit (Y/N) To Building Foundation To Disposal Field To Stream, Pond, Lake, or Major Drainage Comments Page 1 of 2 72-026(11/84) C. ABSORPTION FIELD DATA Soils Rating in Absorption Strata Date Installed / / ~ "7.. Width of Field ~ Square Feet of Absorption Area /_../z S"~ Depression over Field (Y/~/' Results of Last Adequacy Test Separation Distance from Absorption Field: To Water-Supply Well / To Building Foundation Lot ~ T' To Water Main/Service Line To Stream/Pond/Lake/or Major Drainage Course To Driveway, Parking Area, or Vehicle Storage Area Comments - Type of System Design Length of Field 30 Depth of Field ,/~; Gravel Bed Thickness ~ ~r2- Standpipes Present'N) Date of Last Adequacy Test To Property Line ,/'¢ To Existing or Abandoned System on ; On Adjoining Lots G ~- 30 To Cutbank (if present) fao D. LIFT STATION "Pump On" Level at High Water Alarm Level at Tested for Electrical Codes (Y/N) Comments ~ ..~.--~ Dimensions Manhole/Access (Y/N) . "Pump Off" Level at ng Adequacy Test. Meets MOA Page 2 of 2 72-026 (11/84) ** Check Permitted Bedroom Rating Against HAA Request ** I certify t~ checke~ verified, or conformed to all MOA and HAA guidelines in effect on the date of this inspection. Signed~--,-~.,¢~.._ .¢4, .-~.-.,-~~._ .... /?~"~ "'~-~~ Date / Company ~'/'"~-'~' MOA No. -~ MUNICIPALITY OF ANCHOHA(J ......... ~,T,, ¢ DEPARTMENT OF HEALTH & ENV RONMENTAL PROT T ~IEONMEN],-,L ..... qZCTION  825 L Street - Anchorage, Alaska 99501 ENVIRONMENTAL ENGINEERING DIVISION APR 1980 Telephone 264-4720 " ~~ DIRECTIONS: Complete all parts on page 1, Incomplete requests will net be processed, Please allow ten (10) days for processing, 1, PROPERTY OWNER PHONE MAILING ADDRESS PROPERTY RESIDENT (If different from above) ' PHONE 2, BUY~ ~ PHONE MAILI~G ADDRESS PHONE MAi LING ADDRESS B. LEGAL DESCRIPTION STREET LOCATIdN 6. TYPE OF RESIDENCE SINGLE FA~ MULTIPLE INDIVIDUA COMMU~IT ~UBLIC 8, SEWAGE DISPOSAL SYST NOTE: THE INSPECTIO 72-01 O(3/78) NUI~,~-Ft,. OF BEDROOMS Other tll wells drilled e, give well ist is required ~N BE INITIATED, THIS SIDE FOR OFFICIAL USE ONLY DATE RECEIVED INSPECTION APPOINTMENTS TIME TIME TIME ' DATE DATE DATE iNSPECTOR INSPECTOR INSPECTOR DIRECTIONS: 1. TYPE OF RESIDENCE NUMBER OF BEDROOMS [] SINGLE FAMILY [] ONE [] THREE [] FIVE [] OTHER [] MULTIPLE FAMILY [] TWO [] FOUR [] SIX PERMIT NUMBER 2. WATER SUPPLY [] INDIVIDUAL DEPTH OF WELL [] COMMUNITY DATE DRILLED [] PUBLIC UTILITY Connection Verified LOG RECEIVED 3. SEWAGE DISPOSAL SYSTEM PERMIT NUMBER 1~3 INDIVIDUAL/ON -SITE DATE INSTALLED [~] PUBLIC UTILITY (.~ Connection Verified -- INSTALLER []Septic Tank or [~Holding Tank Size: '7..~'O If Tank is homemade SOILS RATING give dimensions: iI~' TYPE OF TANK MANUFACTURER TOTAL ABSORPTION AREA MATERIAL 4. DISTANCES ! Septic/Holding Tank Absorption Area IS~wer Line I Nearest Lot Line I I WELL TO: Absorption Area to nearest Lot Line 5. COMMENTS [] APPROVED FOR BEDROOMS [] CONDITIONAL APPROVAL (letter must accompany certificate) [~'~DISAPPROV ED DATE 8 Y(~ e~..~ ~ LEGAL DESCRIPTION 72-010 (Rev. 3/78) t~Nl~)~/~ ~ GREATER ANCHORAGE AREA BOROUGH ~ll~l~/~) Department of Environmental Quality 3330 "C" Street, Anchorage, Alaska 99503 274-4561 ~ Date Received ~] Time of Inspection Date of Inspection Approval requested by: Mailing Address: Property Owner: Mailing Address: Legal Description: Location: REQUEST FOR APPROVAL OF INDIVIDUAL SEWER & WATER FACILITIES FOR 4. 5. 6. Type of facility to be inspected .,. Well Data: No. of bedrooms C. Construction B. Depth D. Bacterial Analysis Sewage Disposal System: ~.~,, ):~Z_;..' ,, .',) , A. Installed (-.= .:.~ :~- '2;~, B. Installer ~'-, C. Septic Tank: 1 Size '/~0 ~.t:._~. 2. ~anuTac~urer , D. Seepage Pit: 1. Absorption Area ~5~ 2. Material E. Disposal Field: Total length of lines 8. Distances: A. Well to: Septic tank Nearest lot line B. Foundation to septic tank C. Absorption area to nearest lot line , Absorption area , Other contamination ~-/ , Absorption area , Sewer Lines ~.., EQ-O34 (1174) Page 1 of two pages Page 2 of two p~ges - Re for Approval of Individual & Water Facilities Legal Description Comments Approvals, Valid for one year from date signed Greater Anchorage Area Borough, Department of Environmental Quality DIAGRAM OF SYSTEM certify that the information contained in this request for approval to be a true and accurate representation of the subject sewer and water facilities and these facilities are operating satisfactorily. SIGNED Date EQ-034 (1/74) GREATER ANCHORAGE AREA BOROUGH. Department of Environmental Quality 3330 "C" St,, Anchorage, Alaska 99503 - 27~--4561 REQUEST FOR APPROVAL OF INDIVIDUAL SEWER & WATER FACILITIES 1. Type of Inspection: CMRO VA v// 2. Property Owner: /d dl~, ,~)'~%~m~2~./ Mai-ling Address: .%7~-'¥~_.. 'F'./~ ~)..~ /~'~.'~, Da~ Phone 3. Name of Buyer: ~l~.//~f~/ ./~, Mailing Address: ~m~ /~K~ ~y:~%.. ~]$,.<~ Eay p}zone 4. Name of Lending Institution: .i,>rL::/~ ~ ~ Mailing Address: ~z~;~, ~ I'.]~..~L- Phone 5 Name of Realtor or Agent: :'~ ~> (~ff~', ~./ ~ ..~,~ , ~. ~ .... ~ ~..,u Mailing Address: :~...L..'~...~',.~,;~,~ J .~ Phone CONV Legal Description: '>' ' / ' ' Type of Facility to be inspected: ~zn,t' - No. Bdrms. 2-_. Water Supply Type of Supply: Public Utility If Individual, number of dwellings presently served If Individual, del)th of well 9. Sewage Disposal System Type of System: Public Utility Individual (on-site) If Individual, date of installation EQ-037 (]/74) ALASKA IiUIROI m IqTAL COI TROL $ RUIC S, IIqC. ~n§Jneerm¢I $ ~nuir'onmcnlr]l $1urlJcs CRAIG JONES 621 W DIMOND BLVD ANCHORAGE ALASKA 99502 SELLER-CRAIG JONES 10/14/85 CRAIG JONES 621 W DIMOND BLVD ANCHORAGE ALASKA 99502 50691 LEGAL:SIEFKER #3 TRACT 5 LOT 1 ADEQUACY TEST FOR SEWER SYSTEM ADEQUACY TEST DATE-lO/8/85 THE TYPE OF ABSORPTION SYSTEM IS A CRIB WITH AN UNKNOWN AltEA. THE SYSTEM IS CAPABLE OF ACCEPTING 160 GALLONS OF WATER PER ~DAY. THE SURGE CAPACITY OF THE SYSTEM IS 228 GALLONS. BASED UPON THE TEST DATA THE SYSTEM IS NOT ACCEPTABLE FOR A HOME OF 2 BEDROOMS. SEPTIC TANK ADEQUACY THE EXISTING SEPTIC TANK VOLUME IS UNKNOWN. THE SEPTIC TANK/PACKAGE PLANT HAS NOT BEEN PUMPED WITHIN THE PAST YEAR. 1200 L~est 33rd Aucnue, Suil¢ B o Anchoroq¢, Aloska 99503 .(907) 56h5040 ALASKA IIUIROIqm F1TAL COIqTROL S FMUlC S, IlqC. SPECIFICATIONS FOR BED WASTEWATER TREATMENT SYSTEM - LOT 1 TRACT 5 SEIFKER SUBDIVISION #3 1.1 THE DRAWINGS, SHEETS 1 THRU 4, SHALL BE PART OF THIS ",L:~,..=~:.~. ~!,.: ....... '-, 1.2 ALL MATERIALS AND WORKMANSHIP SHALL MEET THE REQUIREMENTS OF THE MUNICIPALITY OF ANCHORAGE, DEPARTMENT OF HEALTH & HUMAN SERVICES (DHHS), THE CONDITIONS OF THE PERMIT, AND ALL APPLICABLE RULES AND REGULATIONS CURRENTLY IN EFFECT. 1.3 ALL EXCAVATIONS AND DEPTHS ARE ADVISORY, AND ARE TO BE VERIFIED OR MODIFIED IN THE FIELD BY A DHHS APPROVED INSPECTOR. 1.4 IT IS THE RESPONSIBILITY OF THE INSTALLER TO ADHERE TO APPROVED DESIGNS FOR INSTALLATION, TO MAIN- TAIN THE SPECIFIED SEPARATION DISTANCES, AND TO HAVE THE APPROPRIATE INSPECTIONS. 1.5 IF THE INSTALLATION IS NOT INSPECTED BY AN AECS ENGINEER, AECS WILL NOT BE RESPONSIBLE FOR THE DESIGN. AN ENGINEER AT AECS SHOULD BE CONSULTED PRIOR TO CONSTRUCTION, TO DETERMINE THE NUMBER OF INSPECTIONS THAT WILL BE REQUIRED AND TO EXPLAIN WHAT THESE INSPECTIONS WILL INVOLVE. 2.0 SEPTIC SYSTEM 2.1 THE EXISTING SEPTIC TANK MAY BE USED, IF IT MEETS THE CAPACITY REQUIREMENTS FOR THE RESIDENCE AND THE APPROVAL OF DHHS. IF NOT, THEN SPECIFICATIONS 2.2 THROUGH 2.6 APPLY. 2.2 THE SEPTIC TANK SHALL BE A UPC-APPROVED TWO-COMPARTMENT TANK, CONSTRUCTED OF 12-GAUGE STEEL WITH BITUMASTIC COATING, SET LEVEL ON UNDISTURBED SOIL, AND INSULATED WITH AN OVERLYING LAYER OF 2 INCH BURIAL TYPE POLYSTYRENE. 2.3 THE SEPTIC TANK SHALL BE A MINIMUM OF 5 FEET FROM THE HOUSE FOUNDATION, AND A MINIMUM OF 5 FEET FROM THE ABSORPTION AREA. 2.4 THE SEPTIC TANK AND BED SHALL BE A MINIMUM OF 100 FT. FROM ANY PRIVATE WELL OR BODY OF WATER, 150 FEET FROM CLASS C WELLS, AND 200 FEET FROM CLASS A OR B WELLS, UNLESS OTHERWISE SPECIFIED. LESS THAN THE REQUIRED SEPARATION DISTANCE MUST HAVE PRIOR APPROVAL OR WAIVER BY ALASKA DEPARTMENT OF ENVIRONMENTAL CONSERVATION (ADEC). 1200 UJesl 33rd Aucnu¢. SuJlg [~, Anchoraq¢, Alaska 99503.(907) 561-50z10 2.5 2.6 PIPING SHALL BE FITTED WITH A MECHANICAL WATERTIGHT CALDER COUPLING ON THE OUTLET AND INLET OF THE SEPTIC TANK. PIPING SHALL BE 4-INCH SOLID PVC ASTM D3034 OR CAST IRON, SLOPED A MINIMUM OF 1/4" PER FOOT WITH A MINIMUM OF 4 FEET OF COVER. CLEANOUTS SHALL BE INSTALLED AS DESIGNATED AND CAPPED WITH AIR-TIGHT RAIN CAPS (JIM CAPS OR EQUIVALENT), AND EXTEND A MINIMUM OF 2 FEET ABOVE GROUND LEVEL. 3.0 3.1 3.2 3.3 SEEPAGE BED THE GRAVEL FOR THE BED SHALL BE 0.5 TO 2.5 INCH, SCREENED ROCK WITH LESS THAN 3% PASSING #200 SIEVE RESIDUAL. ALL SUBSTITUTES MUST HAVE PRIOR DHEP APPROVAL. THE BOTTOM OF THE EXCAVATION SHALL BE LEVEL AND RAKED WITH THE BACKHOE BLADE TO INSURE THAT THE BOTTOM HAS NOT BEEN COMPACTED DURING EXCAVATION. THE DISTRIBUTION PIPE SHALL BE 4-INCH RIGID PVC WITH A MINIMUM CRUSH STRENGTH OF 1500 LBS. ALL PIPES SHALL BE LAID LEVEL, AND SPACED ACCORDING TO THE DRAWINGS. 3.4 TWO MONITOR STANDPIPES SHALL BE PLACED AS SHOWN IN THE DRAWINGS. THEY SHALL BE RIGID PVC ASTM D-3034, OR 4" DIAMETER CAST IRON. THE SECTION SHOWN WITH HOLES MAY BE EITHER DRILLED 0.5" HOLES ON THE 6 INCH CENTERS ON OPPOSITE SIDES OF THE PIPE, OR A SECTION OF REGULAR PERFORATED SEWER PIPE MAY BE CLAMPED TO THE SOLID SECTION WITH A NO-HUB COUPLING OR SOLVENT JOINT. A RUBBER RAINCAP (JIM CAP OR EQUIVALENT) SHALL BE PLACED OVER THE TOP OF THE PIPE. 3.5 IF THE FINAL GRADE OVER THE BED IS LESS THAN 4 FEET ABOVE THE GRAVEL, INSULATION IS REQUIRED, USING DOW EXTRUDED BLUE STYROFOAM BOARD. THERE SHALL BE 1" OF INSULATION FOR EVERY FOOT OF SOIL LESS THAN THE REQUIRED 4 FEET OF COVER, BUT THERE MUST BE AT LEAST 18" OF SOIL EVEN THOUGH INSULATION IS USED. THE SOLID PIPE EXTENDING FROM THE SEPTIC TANK TO THE DRAINFIELD SHALL ALSO HAVE 4 FEET OF COVER OR AN EQUIVALENT LAYER OF INSULATION COMBINED WITH SOIL TO PREVENT FREEZING OF THE LINE. 3.6 IF INSULATION IS NOT NECESSARY, THEN THE GRAVEL MUST BE COVERED WITH A LAYER OF A NONWOVEN FABRIC (SUCH AS MIRAFAI, FIBRETEX 200 GRADE, POLY-FILTER X, OR EQUiVALENT). 3.7 THE TOP AND SIDES OF THE BED SHALL BE PLANTED WITH A WHITE CLOVER AND RED FESCUE MIX OR BLUE GRASS. ALASKA [1UIROIlm IqTAL COIITROL S RUICeS, IFIC. Enqineefinq $ ~nuh'onmentol $1udics SUPPLEMENTAL SPECIFICATIONS FOR SEIFKER #3 - TRACT 5 LOT 1 5.0 5.1 ABANDONMENT OF EXISTING WELL, CRIB, AND SEPTIC TANK. THE EXISTING WELL SHALL BE ABANDONED BY FILLING IT WITH CONCRETE TO A HEIGHT OF 5 FEET ABOVE STATIC WATER LEVEL. CASING SHALL BE CUT OFF TO GROUND LEVEL OR LOWER AND SEALED. 5.2 5.3 THE EXISTING CRIB SHALL BE ABANDONED BY CAVING IT IN AND FILLING IT WITH SOIL. THE EXISTING TANK SHALL BE ABANDONED. IT SHOULD FIRST BE PUMPED IF IT IS STEEL, IT SHOULD BE CRUSHED BY THE BACKHOE. IF IT IS CONCRETE, THE LID SHOULD BE REMOVED AND ~{E TANK FILLED WITH SOIL. 1200 LUesl 33rd /~u~nu¢, $ui1¢ ~eAnchoro§¢, AlosEo 99503,[907) 561-5040