Loading...
HomeMy WebLinkAboutVOLUNTEERS OF AMERICA LOT 1Onsite File Volunteers of America Lot 1 PID# 060-321-37 (Formerly Bernard Blk 3 Lt 16A and Tr K-1) TO REPLY SIGNED ..~. ~...r~..~,. 4S 472 SEND PARTS I AND $ INTACT - PART 3 WILL BE RETURNED WITH REPLY. DETACH AND FILE FOR FOLLOW-UP carbonless POLY PAK (50 SETS1 4P472 ROBERTA. SHAFER November 9, 1986 CIVIL ENGINEER 694-2979 HEALTH AUTHORITY APPROVALS SEWER & WATER MAIN EXTENSIONS SEWER & WATER INSPECTION ENGINEERING STUDIES AND REPORTS WELL INSPECTION & FLOW TEST SITE PLANS ROAD DESIGN SOIL TEST PERCOLATION TEST STRUCTURAL & MECHANICAL INSPECTIONS ON SITE WASTE WATER DISPOSALSYSTEM DESIGN Municipality of Anchorage Department of Health and Human Services 825 L Street Anchorage, Alaska 99501 ATTENTION: Robby Robinson REFERENCE: Lot 16A; Block 3; Bernard Subdivision Eagle River, Alaska; 8721-DA-075 Per your request the on-site wastewater disposal system proposed for the referenced property has been re-designed. Our client, Arch Assist (Mr. Neal Beroz), has also confirmed your request for re-design in order to make this project more acceptable for Municipal funding assistance. We have forwarded the re-design to the State DEC, copy of transmittal letter is attached. As you know the time left for construction at a reasonable cost is nearing an end. We have been fortunate that cold weather has held off as long as it has. The warm spell that we experienced this weekend should permit this project to proceed without encountering a great deal of frost, however, it is essential that your approval be provided immediately if we are to satisfy the on-site wastewater disposal needs of this facility this year. 'ROBERT A. SHAFER, P.E. aas~/ss cc: Mr. Neal Beroz, M.S. Arch Assist SRB 196X EAGLE RIVER, ALASKA 99577 ROBERT A. SHAFER November 9, 1986 CIVIL ENGINEER 694-2979 · tEALTH AUTHORITY ~PPROVALS SEWER &WATER MAIN EXTENSIONS SEWER & WATER NSPECTION ~NGINEERING STUDIES ~,ND REPORTS NELL INSPECTION ~ FLOW TEST SITE PLANS ~OAD DESIGN ~OILTEST ,:*ERCOLATION rEST ~TRUCTURAL & MECHANICAL INSPECTIONS ON SITE WASTE WATER )ISPOSAL SYSTEM State of Alaska Department of Environmental Conservation 437 E Street Anchorage, Alaska 99501 REFERENCE: Lot 16A; Block 3; Bernard Subdivision Eagle River, Alaska; 8721-DA-075 In your letter dated October 30, 1986 you approved the construction of an on-site wastewater disposal system in accordance with engineering plans submitted by our office. Our client, Arch Assist, is seeking funding assistance from the Municipality of Anchorage and the Municipality of Anchorage requested copies of the engineering plans for review. As a result of the Municipality's review they have requested changes which have resulted in a re-design of this project. We are enclosing a copy of the redesign which basically changes the capacity of the lift system and provides for a pressurized distribution system. There has been a slight change in the orientation of the absorption bed on the property as well. Request you issue a letter re-approving the revised drawings for this project. Sincerely, ROBERT A. SHAFER, P.E. RAS/ss cc: Mr. Neal Beroz, M.S. Arch Assist Municipality of Anchorage SRB 196X EAGLE RIVER, ALASKA 99577 / DEPT. OF ENVIRONMENTAL CONSERVATION / ANCHORAGE/WESTERN DISTRICT OFFICE 437 "E" STREET, SUITE 303 ANCHORAGE, ALASKA 99501 BILL SHEFFIELD, GOVERNOR 274-2533 October 30, 1986 S & S Engineering SRB 196X Eagle River, Alaska SUBJECT: Lot 16A, Block 3, Bernard Subdivision, Eagle River 8721-DA-075 Dear Sir: We have reviewed the plans and specifications for the subject project and are hereby issuing this letter which constitutes written approval requir- ed by A.S. 46.03.720(a) for construction of the sewerage system. Final approval will require the submission of Engineered as-built plans. Inspection and sign off of as-built plans shall be perfon~}ed by a Profes- sional En§ineer registered in the State of Alaska. Arrangements for this inspection work is the responsibility of th~ developer. In addition, the owner's signature, address and telephone number is required. Any future expansion of the subject project will require additional approval from this office. All future correspondence should include the above assigned project number. Sincerely, SWE:caa ROBERTA. SHAFER October 28, 1986 CIVIL ENGINEER 694-2979 qEALIH AUTHORITY APPROVALS ':;EWER& WATER MAIN EXTENSIONS ,EWER & WATER "~ SPECTION ' NGINEERING STUDIES ' ND REPORTS ¢~/E LL INSPECTION FLOW TEST ;ITE PLANS ~OAD DESIGN ~OIL TEST ~'ERCOLATtON EST ;TRUCTURAL & ',~ECHANICAL NSPECTIONS )N SITE YASTE WATER '!ISPOSALSYSTEM State of Alaska Department of Environmental Conservation 437 E Street Anchorage, Alaska 99501 REFERENCE: Lot 16A: Block 3; Bernard Subdivisi. on The facilities located on the referenced property have been utilized for commercial services since it's construction in the early 1970's. An existing on-site wastewater dis[~sal system was originally constructed and consisted of a concrete septic tank with a capacity of 2100 gallons and a seepage pit with a log crib. Adequacy tests were performed on this system in 1981 when the property was being transferred to the current owners. The system failed an adequacy test and an upgrade was performed under the inspection of the Municipality of Anchorage (copy of inspection report attached). Shortly after this upgrade was performed an additional septic system was installed on the oposite end of the building to serve a small addition. This was also performed under the inspection of MOA (copy of inspection report is attached). The first upgrade completed in June, 1981 is in a state of failure and the owners have been sited by the Municipality Department of Health and Human Services. Since 'that time we have performed several soil tests and have had the system pumped regularly to avoid any further violations. As a result of the excavation work performed on October 26 and 28, 1986 we have determined that the present on-site wastewater disposal system is being influenced by ground water and has caused the system to fail and in addition is in non-compliance. Attached are drawings and specifications for a proposed upgrade of the wastewaster disposal system. Request you review and approve this proposed upgrade. As you know it is that time of the year when excavation work is becoming extremely costly and in may cases impossible. Since the existing system has failed, and is in non-compliance, request you act immediately in authorizing the proposed work to begin. The owners and operators of this facility are the Volunteers of America of Alaska, Executive Director, Nell Baroz, M.S., 101 East 9th, Suite 12B, Anchorage, Alaska 99501. Telephone #279-963~. Point of contact for this project is Robert A. Shafer, 694-2979. SRB 196X EAGLE RIVER, ALASKA 99577 page two Lot 16A; Block 3; Bernard Subdivision October 28, ].986 If you require additional information, please contact us il~nediately. Sincerely, ROBERT A. SHAFER, P.E. ~S/ss cc: Mr. Neal Beroz, M.S. Arch Assist Municipality of Anchorage ,/ SCALE S & S'ENOINEERING · SR B' i'96X EAGLE RI. VER, AK 99577 SUBJECT: MPUTATION SHEET DATE: BY. CKD /S S & $ ENGINEERING SRB i96x C.,,~MPUTATION SHEET EAGLE RIVER, AK 99577 SUBJECT: DATE: BySHEET ~ OF ~' CKD S & S ENGINEERING SRB 196X EAGLE RIVER, AK 99577 SUBJECT: L ~MPUTATION SHEET DATE: BY CKD D IJ,T'~IB/JTIO/d _ I '72 ' X ¥2 ! t=~o~ 7-,'t: :AIL? oF ---- / S & S ENGINEERING .SR B 196X c EAGLE RIVER, Al(.. 99577 SUBJECT: MPUTATION SHEET DATE: s.~ BY CKD ,ffl,qWIFD Z D 512 E. / DIt~, T~o~ 7-1¢ /.oo,.?e ~. ?/ :fl,,q ,"~n,,-,~./~ c .57,7 t f- Z?" ~ _.¢4.? ,.5',5- LIFT STAI'I~N I~ATA TYPICAL PUMP ?~RFE;F,;,t~,NC£ CURVE SI"ZE ¢- ~1250 SHELL A ~ C 1~ GAUGE / N£MA 4X Junc'l:lon box 1' P V (3 Bo.l,t VaLve ,/ 24' x 4' 6' Cutver~ Mmnhote 1' Ftexlble Pressure Hose 1' P V C Plpe Typ ~' Ure~h~ne ~'oo~ (shop ~pptled) wrth Tnemec ~cop co&~¢ AdJus-toJole Ir{oat Switch A-~senbtY Seal wl~ch RAN-NEK or Equal rubber Oromme~ or eeLded s~teeL I 1/4' pipe :A H[E.E ?Low Inducer holes 6' DC 1/2° check valve 1/B' mesh polyegdnylene screen 15' dl~ x 3cJ' l~gh 1/2 h.l:,, we~l pump PERFORMED FOR: Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 2O (...~h.A DATE PERFORMED: SLOPE SI~PLAN _ / WAS GROUND WATER ENCOUNTERED7 ~%,1 C) S IF YES, AT WHAT "------- O DEPTH? p E Depth to Water Afte[ _ Monitoring? .[')/~' V' ENGINEERING 196X RIVER, AK 9957~ERCOLATION RATE __ Date:/~/~~ / Gross Net Depth to Net Reading Date Time Time Water Drop ~ , (minutes/inch) PERC HOLE DIAMETER · ~/~ ~ t TEST RUN BETWEEN FT AND __ FT ~) 72-008 (Rev. 4/~5) PERFORMED FOR: 1 2 3 4 7 & n6ineerin6 S.R.B. 196X Eagle River, AK 99577 SOILS LOG - PERCOLATION TEST SLOPE SOILS LOG PERCOLATION TEST SITE PLAN 10 11 12 13 14 15 16 17 18 19 20 COMMENTS ~ 7'". PERFORMED BY: WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT Reading Date Gross Net Depth to Net Time Time Water Drop z ---'-" ,~; ~o ,~ ~ ~,,,,v ?"' / :V~" PERCOLATION RATE ~" ~ (minutes/inch) TEST RUN BETWEEN '~ FT AND '~ FT CERTIFIED ~" D I SCHARGE AT TABLE 7-13 RATES FOR VARIOUS SIZED VARIOUS PRESSURES (gpm) HOLES Pressure 2 0.87 3 1.30 4 1.73 5 Z. 17 Hole Diameter (in.) ~. '-_ .-~1'~ 1.I5 1.66 2.26 2.95 ] .04 1.63 2.34 3.19 4.17 1.28 1.99 2.87 3.91 5.10 1.47 2.30 3.31 4.51 5.89 1.65 2.57 3. ?1 5.04 6~59 ~ 0 u~ 285 plo~! u~ pu ~1 f)lOjlU,~[AJ 18..llU(:),.~. ,. 286 FIGURE 7-30 NOMOGRAPH FOR DETERMINING THE MINIMUM DOSE VOLUME FOR A GIVEN LATERAL DIAMETER, LATERAL LENGTH, AND NUMBER OF LATERALS - 4,000 3,500 3,000 2.ooo 1'500 uu' 1,000 ~oo ~oo 350 3oo 200 /~ / / '100 / 287 FRICTION LOSS IN F1 ow ' 1 "1-1/4 '--1-~1--/~- gpm TABLE 7-].4 SCHEDULE 40 PLASTIC PIPE, C : 150 (ft/lO0 ft) Pipe Diameter (in.) 2 3 ~ 6 8 30 35 40 45 50 60 70 80 90 100 150 200 250 300 350 400 450 500 600 700 800 900 1000 i 0.07 2 0.28 0.07 3 0.60 0.16 4 1.01 0.25 5 1.52 0.39 6 2.14 0.55 7 2.89 0.76 8 3.63 0.97 9 4.57 1.21 10 5.50 1.46 11 1.77 12 2.09 13 2.42 14 2.74 15 3.06 16 3.49 17 3.93 18 4.37 19 4.81 20 5.23 25 0.07 0.12 0.18 0.25 ~.07 0.36 0.46 0.58 0.70 0.84 1.01 1.1 1.," 1. 1, 1 0.07 0.16 0.28 0.41 0.58 0.78 0.99 1,22 291 o.tt . 0.16 0.20 0.26 0.32 0.38 0.54 0.72 0.07 0.09 0.11 0.14 0.18 0.24 0.32 0.38 0.46 GENERAL CONTRACTOR Excavation, Custom Homes October 31, 1986 Volunteers of America ARCH CENTER Eagle River, AK RE: INSTALLATION OF NEW SEPTIC SYSTEM ON Lot 16A Blk 3 BERNARD SUBDIVISION Gentlemen: Based on the design performed by S & S Engineering our bid for the installation of the new septic system is $11,000.00. This figure includes all labor and materials specified in the engineers report dated October 28, 1986. The only additional cost to be incurred will by the replacement of asphalt in the late spring or early summer of 1987. The additional cost is estimated to be between $500 and $1,000. Construction to begin within 24 hours of notice to proceed. Thank You, Robert.,Dean SR Box 9352 Eagle River, Alaska 99577 (907) 694-9117 SOUTH FORK CONSTRUCTION P.O. Box 567 EAGLE RIVER, ALASKA 99577 Phone 694-4351 Page No. of Pages :~ROPOSAL SUBMITTED TO VOLENTEERS OF AMERICA ALASKA STREET 101 E. 9TH AVE. SUITE 1213 CITY, STATE AND ZIP CODE ANCHORAGE, ALASKA 99501 RCHITECT DATE OF PLANS We hereby submit specifications and estimates for: PHONE IDATE ocTOBER 30, 1986 279-9634 JOB NAME JOB LOCATION A R C H CENTER HILAND RD. EAGLE IJOB PHONE RIVERI ..... OR SEEDING, TOTAL ENGINEER INSTALLATION OF C'OMPLETE MUNICIPAL APPROVED SEPTIC SYSTEM INCLUDING LIFT PUMP STATION AND DRAINFIELD AS.PER ENGINEERED DESIGN' BY S & S' ENGINEERING $11',250, ALL WIRING~OUTSIDE THE' BUILDING AND A COMPLETE ALARM SYSTEM IS"INCLUDED, ALSO, 'REASONABLE BACKFILL USING ON=SITE FROZEN MATERI'ALS. HAUL..tN/..IF"NEEDED, WILL'BE AT $65./HR' PLUS MATERIALS, ~, NOT INCLUDED ~ ANY WIRING NEEDED INSIDE THE BUILDING, PAViNG.OR p7 '~UTNG, TOPSOIL, HAND RAKING, $900. sOUTH FORK ?: AS STATED Payment to be made as follow~. IN FULL ON COMPT,~._ All material is guaranteed to be as specified, All work to be completed in s workmanlike manner according to standard practices. Any alteration or deviation Irom above specifica- tions involving extra costs will be executed only upon written orders, and will become an extra charge over and above the estimate. All agreements contingent upon strikes, accidents or delays beyond our control. Owner to carry fire, tornado and other necessary insurance, Our workers are fully covered by Workmen's Compensation Insurance, JITIES NOT PROPERLY LOCATED. ccordance with above specifications, for the sum of: dollars ($ ) Autho, ized Signature Note: This proposal may be withdrawn by us if not accepted within days. _.._ArCeuta. e o[ - ' roposaL - The above prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized to do the work as specified. Payment will be made as outlined above. Date of Acceptance: Signature Signature FORM118-3 COPYRIGHT 1960- Avallabre(rom~.~ Inc,,Groton, Mass. O1450 'Reserve C~p~ o. ioove ~ on -~po, clty .Be't,~een P~a,q:~ on & Pbt~np Level, n.. Set~m9~ ;on / iE~b-O 15[;' 2000 888 GAL', 281 30O OAI. ( 3U ~qL ~sa GAL 46' ~ 47 I/~4~ ~ , ] L d Ll~>50 ~!$00 8000 LIFT STATiQN i]ATA 17o ~ ~.-~-=:-~_~ · --L~---..-..~ ff~ ,~ __',_ ~ _ ~--., ,'-; j._.~. ,__-~ ~~.~ ......... 3 5 ~0 15 80 ~5 30 35 ~kion~ per TYPICAL PUMP ~HELL A ------T 10 GAUG~ ~ lY8' 81' 1~ F~UG~ 145 C 40 1/~' )(3 I}EIIm. DDM) 48 1/2' i (4 ~E"DRI~DM> t~.89 3/1~'! 64 5/8"; (5 & 6, tlE3RDDM> SIZE CHART LiFT STATIDN TANKS MUST BE ~50 GALLDIqS LARC-ER THA~q STANDAR.3 TANKS FOR SAME APPLICATIDN ~I]TE-. SEE, ATTAC~ SPECIFICATIONS FOR EQUIPMENT SHDWN HERE S & S ENGINEERING SRB 196X rr, AGLE RIVER, AK 99577 SUBJECT: C, wMPUTATION SHEET DATE: SHEET BY CKD OF /, / (l~,l) : / o- I$, I l- /:2,6 Anchorage Tank & Welding, Ir~c. 2700 Porcupine Dr. ~ Anchorage, Alaska 99501 (9O7) 272-3543 ....... l:Ui!'.li!iN.t!!31) PUH P V¢,t..II..,"F (i.!, S, I:~A'f'IEN"F ~';'f'l'l'l'S9S2S ) )illliiilEl:~., :3/.1.~:," '¥'I..1111C1'( t..IZC¥'I'"'I31!ilNSZ'f'Y P\!C C:YE:t..,ZNI31iilI:,~ t..tCIUSE~i.; Tt-'lliil PLJHI:~, I..,EiVEI.., lii~ E N r~ N)3 :i!'; E I:~ L,' :ii: S F.~ S ¢~ .E; F:', I::' F:' t.., Ii"' '1" (i) P I:.~ I!:~ ¥ Iii: N'T' Iii'. E N I::' IR 0 H C I.., 0 G G :1: N G, T t..I !!:': 1::' ;1] I::' T Ii!: Iii: N :1. '"' ;1./''''' [) ]] A H (])l..,l!E E; A R E )3 R :t; L, I.., E; I;I 1. I.., ~'-.~ I1, I;:,.::~ "f' I..I lii:i'4 A T I"1 E: V i:.h U I..,'1" rB"f' r::/ I.., I!!: V E 1.., "f' I..I rr:~"f' '~ ..... r~;E',OUT THE i"i :I: ]Ot,,}¢,Y F:C) :1: N"f' :1; N THE: :OE P't"H It)l::' THE: S E; P T ;1; C , 1::'L.,¢./I:~ E;I..tE;CK: Cd..,L, Ot4S THE V¢~UI..,T '¥'[3 .'OR.¢~]:N t.41..lli!;N R Eii't OV 1111'4 t'.) I::' k J P~ '1" ¢~ N K, :1.,AU:0]:BL, li!: Al..,r:.lRf4 Pr:."~NE!., HOUNT t4]:Tl.I A i-t:l:i',t:l:MLJi'-t [.il::' ~.,I-I1::.,:~, 8 [} ]() [', S (:) U N ;[) P R E S .':3 U I:~ I!!: ¢..'~'1" 2. El..... ]: N r' . '" c' ~. r:.1 (.,, C: O N"f' :t: N (:) U S S O U i",!. T E N P E: I:-! ~:.':1'1' t..I R Iii: .... :3 () ~::~ C'. T t::l ,~'~: .... ' Anchorage 'rank & Weldin$~ 'nc. 2700 Porcupine Dr. Anchorage, Alaska 99501 (907) 272-3543 [i] i[ L,'""I' ]~ E'] H'¥ V iii ~,E~ IJ (:~ L, (.~ L, I:.~ R I~l H iii '¥ H P I.J S I"!-'"'T' (i]'"' S i[ L, liil N C I::'E~::','¥1JI~:I~!i, (.~LJ'~"[)f"l(::~T]~[i~ ~':~,LJ:['.l]i[)""~::d..,(-~l~lfi I~l;~!!i;E'l'', ]. 5 A M I:~ M [)'/" [] R I:~[:]l..,l:i:, I) O U I:.~ L I:i: "" "f' H I:~ [:) t,-,I N(:INI..J(~I.., ,::N(.~N), (:~lJ'1.'!:]i'fi(:'~T:l:C ((:'~UY[:.]), ( (:] F' f:' ) (H, [:) , (.~, NE:H:'~ LI.X....I.'-t(:'FT'I!!:.T.:I F':I:BI::':I".~E')L,(:~SS, [:)lk! lii:[;'tlJ~'::'~l..,, I:i: N C L,E] S LJ R Iii: LI 3: "lid H :1: "-~ [:') I!!: :[:~ C [:] V Iii: R, :1: N .<.!~ 'T' r:~ L, t.., r:~ '1'' :1: [:) N, ~ I.., 1.., 1:~ U H I:~ :I: N [3 S Y S '/" I!i: H S S I"~ (:'~ 1.., L, 'E', Iii; :t: N S '1" ¢:, L., L, I!i: .1') :1: i'..! ~ C C () R .1) r:~ N C Iii: 1,,I 71: '¥ H 'f' I"1 I!i: H (.:~ N IJ I::' ~::'~ C T JJ I~ iii: I:,>. ' S t:'~ 1::: C (:'l i"i t'J l::: N D (.~ "l' :[ [:) N S (.:: N ~::~ S 'f' (:~ N I) (.~ I;~ }:) ~:;, semio[¥ ,7o ~ ~o 70 60 50 GaI,!,ons per' mlnu'te TYPICAL PUI''~ PERFDRMANCE CURVE VIEMORANDUM (Brief corem,'" carlo, s) ~a · ' ' ' IDept'/Dlv'/Sect' ,o: [2. ~..~ ~+'~ l''''''''''''c''' FROM: Name - State r,f Alaska JMail Stop Telephone -001C (12180) $ ROBERTA. SHAFER October 28, 1986 CIVIL ENGINEER 694-2979 ,~EAL'[ H ALITHORI'rY ,',, PPROVA LS %EWER & WATER '.~AIN EXTENSIONS ,.~WER & WATER ~,~SPECTION NGINEERING STUDIES ' ND REPORTS · '~/E L L iNSPECTION FLOW TEST PLANS ~OAD DESIGN TEST 'ERCOLATION 'EST ';TRUCTURAL & ',4ECHANICAL t,.SPECTIONS SITE VAST[ WATER J~,SPOSAL SYSTEM State of Alaska Department of Environmental Conservation 437 E Street Anchorage, Alaska 99501 REFERENCE: Lot 16A; Block 3; Bernard Subdivision The facilities located on the referenced property have been utilized for commercial services since it's construction in the early 1970's. An existing on-site wastewater disposal system was originally constructed and consisted of a concrete septic tank with a capacity of 2100 gallons and a seepage pit wi~h a log crib. Adequacy tests were performed on this system in 1981 when the property was being transferred to the current owners. The system failed an adequacy test and an upgrade was performed under the inspection of the Municipality of Anchorage (copy of inspection report attached). Shortly after this upgrade was performed an additional septic system was installed on the oposite end of the building to serve ~-~a-~small a~dit~on.. . Th~s, was. al~o performed~ under the inspection of MOA (copy of inspection report ls attached) ~ , t")~ r--, The first upgrade completed in June, 1981 is in a state of failure and the owners have been sited by the Municipality Department of Health and Human Services. Since that time we,~ave performed several soil tests and have had the system pu~nped regularly to avoid any further violations. As a result of the excavation work performed on October 26 and 28, 1986 we have determined that the present on-site wastewater disposal system is being influenced by ground water and has caused the system to fail and in addition is in non-compliance. Attached are drawings and specifications for a proposed upgrade of the wastewaster disposal system. Request you review and approve this proposed upgrade. As you know it is that time of the year when excavation work is becoming extremely costly and in may cases impossible. Since the existing system has failed, and is in non-compliance, request you act immediately in authorizing the proposed work to begin. The owners and operators of this facility are the Volunteers of America of Alaska, Executive Director, Neil Baroz, M.S., 101 East 9th, Suite 12B, Anchorage, Alaska 99501. Telephone ~279-9634. Point of contact for this project is Robert A. Shafer, 694-2979. SRB 196X EAGLE RIVER, ALASKA 99577 page two Lot 16A; Block 3: Bernard Subdivision October 28, 1986 If you require additional information, please contact us i~r~=diately. Sincerely, ROBERT A. SHAFER, P.E. RAS/ss PERFORMED FOR: LEGAL DESCRIPTION: ,~'/t~ 4 1 2 3 4 6 7 8 9 10 S.R.B. 196X ~3, PERCOLATIO Eagle River, AK 99577 TEST SOILS LOG - PERCOLATION TEST SLOPE SITE PLAN 11 12 13 WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT )EPTH? 14 15 16 17 18 Reading Date Gross Net DefJth to Net Time Time Water Drop '1o ~ ~ ~ t /0 ,'/o ,~'o " 19 COMMENTS ~"~. 7'". PERCOLATION RATE TEST RUN BETWEEN / ~,'3' 7-,~ FT AND (minute/inch) · ,, FT CERTIFIED S & S ENGINEERING SRB 196X : EAGLE R?ER, AK 99577:' SUBJECT: ~MPUTATION SHEET SHEET 3 OF BY, CKD ! 12 x/oo, yf ~ S & $ ENGINEERING SRB 196X ~ MPUTATIONSHEET/~,,,,~ r-~-~ ,., EAGLE RIVER, AK 99577 SUBJECT: DATE: 8¥. CKD OF' / 2 ,,z/DI/I'PJ" 0 ~ ~10 IUlTO~ I/U'~ NEMA 4X Junction box PVC bali valve 24' III x +' 6'Cuivepi M=nhote ?LexJIole hose 1 1/4' PVO p~oe Typ ! 1/4' PVC che~k valve Sea[ with RAN-NEK or Equat rubber gro~e~ or eetded s-te~[ 11/4' p~e 1/4' cila drain back hote -1 3/8' hoie~ 6t DC HOLE 1/8' mestq potye'chytene sc'r, een L.5' dle, x 39' high Re'l:alnlng angles peFFtuen~ various m=nuFat_--~ure~ pump, & W. eldlng, .ac. \~.~. ~ Anchorage, Alaska 99501 ~...~ (907) 272-3543 TANK FOR LIFT SYSTEMS SEPTIC TANK SHALL BE A MODIFIED ANCHORAGE TANK s'rEIEL. 'TANK. Tl..lli!: .~Uii'.i;:l'.(3N OR ANALYSIS SHALL BE IN AC[;ORI.;ANCEi WITH ACCEPTED ENGINEERIN(3 PRACTICE AND LOCAL REGULAI'ORY AGENCIES, THE TANKS SHAI,L BE: I)ESIGNED FOR LOADING CONlqlTIONS AS RE(;ItJIRE:D I{..~Y HLJNICIPAL AND STATE REGLJLAT IONS. ALL WELDING SHALL BE: IN ACCORI)ANCE WITH APPLICABL. E CODI.-=S ANI),STANDARDS. ri, COATING SHALL. BI.".: TN[:.'MEC ~+6-L~65 I-II....Ii',UIt.,D TANK COATING AND API:'!,IED AS FOLI..OWS: SLJRF:'ACE PREPARATION - ALL SURI::'ACE:S MUST BE DRY, C!..li!iAN.. AND REAE~ONABLY FREE OF RLJSI" AND MILL SCALF' EXC,'ESS RUSI', MILL SCALE AND WELDING SI..,AG FT. HAI..,I., I.:IE REMOVED BY WIRE BRtJSH OR OTHER HliilANS AS NECESSARY, APPLICATI[IN SI..IAL, I., BE A:itd..,E:SS SPRAY TOUCH UP WITH ]:~RLJSH OR ROL, LEiR, TFIINN]:NG ,c~I"IALI., BE: ACi.;OMPI.,i:iH'tE:D WITH APPROVED MATERIAL AN.':~ WII..L NOl' EXCEED 5Z. SURFACE TE:FII:~I!iiRA'I'URE SHALL NOT BE BELC)W ~OF OR 5 1.~ELOW DE:W I~OINT WHICH EVER IS I.,OWER, .i:N'FIZRIOR SHALL :BE COAI'I:!:D I'WO TIHES AND SHALL BE A MINIMUM 01:; 20 DRY MILLS EXTERI(]R SHALL BE COATED ONE TIHI!:.' AND SI'4ALL, BE A MINIMUM OF 10 I)RY MILLS. R :I:SE R Anchorage Tank & Welding, ~..c. 2700 Porcupine Dr. Anchorage. Alaska 99501 (9O7) 272-3543 OU'I'LEI' RIEiERS SI..IAL.I., BE GAL, VANIZET~ SI'EEL CUL, VEi<'I, AND SI..IALL E~E Sq. INCHES (~INIMUM), HIGH, SHAI.,L, HAVE A MINIMUM NOMTMAL T~IAHE'iER JIF 2q. INCHEI~, AND ,SI..IALI., [aE CAPABI.,E OF BEING EQUIPPI~."D UIl'l~ i't..IE FOLLOWING ', A, A JL.INCI'ION (NEMA q.X) BOX OR EQ. UAI,., BONDED OR ATI'ACHI~iD TO THli; RI,:~ER, IN THE J..BOX, A L, ID -- SHALL BE F'URNISHED WITI-I 'I'HE RISER, Il' SI"IAI..,t. BE C[)N,STRUC'FED OF FII3ERGt.~ASS OR EQL~!VAL, IENT AGGREGATE FINISH, RISER INSTAI.I..,A'I'iL~N - EAC.'.H RISER SHALL BE SEAL,EI~ OR WELDED TC) I'HE TOP OF l'liE TANK IN SUCH A ~ANNER AS TO PREVENI' INFILI'I~ATION OF GROUND WATER WItE:RE p "c .... R E:..~ E:. N 1 , INSULAI'I[~N ~" .~.' · - ... RIGII.'i EXTRUDE:ri POLYE;'I'YI.I,:,NE '..:]HAI.,,L, BE PL.,ACli.:D IN THE R.t. oER DIRI, .... ILY BELOW l'I4E L I I), INSULAI'ION - 2" SF~RAY[ilI) UI~E'I'HANE C)N CIRCUMFERENCE OF RISER, OII.~-TIGHT VISUAL AL, ARM WITH PU~!;H-TO-SILF_N[;E FEAI'URE, AUTOH,~:"t"IC AUDIO-ALARM RESET, 15 AMP MOTOR t'.~ATED TOGGLE SWITCH, .SINGLE POI..,l:i;, DOUBI.,E--THROW WITH THREE P[;SITIONS; MANUAL (MAN), AUI'OHAI'IC (AUTO), AND CENTER (OF'F') (FI.O.A.). NEMA ;~X-RAI'ED, FIBERGI.,AS,S, OR FQUAL, EN[;LOSL;RE WITH HINGI::I.. . ..... ' ,.,OVER. LEVEL CONTROL FLOATS ¢i;I-.IALL BE ORENCO ,Sy,~ill'EMS (TM) MF'2 CONSI~;TING OF 2 MEI:~C~;R¥ F'LOATS ON AI"~JUSTABLE P¥C STEM WHICH ATI','.",,CHES TO VAULT, ONE FLOAT SIGNAI..-~i: AI...ARH; THE: O'['i-iER SWITCHES PUMP ON-OF'F, iNSTALLATION, AI.,I~ PUMPING SY~i;TI:!;M.'.i; SHAI..,L, BE.." INSTALLED IN A[;CORDANCE WII'H THE MANUFACTURti:i.~,'$ RECOMMEN[~ATIONS ANr~ ~ ..... ~.., ,:~ ! ~,~N~. ¢~ ,. D..~, Anchorage Tank & Welding, ~ ~~' 2.700 Porcupl.e Dr. \~. ~ Ancl~omge, Alaska 99501  ~ (~) 2~-3~3 }¢©p¥.-.:,:- EFFI.UENT PUMPING ASSEMBI.,Y A, EF'FL, UliilNr PUMPING ASSEHBl.Y SHAl.L BE ORENCO SYSTEM'S (TM) MODEL. OSI WE 1000 SI.'!iRIE!:~ CONSISTING OF FOLI.,OWING: 1/3 H,P, MYERS SSM25 1:t. 5 VOL';' OR EQ. UAI., SCREENED PUMP VAIJLT (IJ.S. PAilii:NT t14439323) 59" ]rlEEP, 3/16" TH]',CK FIIGH--I]ENSITY PVC CYCLi[N]DEN H[;I,J,E;E,~3 THE PUMP, L, EVEI., C(]NTIROLS AND SCREEN AND SERVES AS A BAFF'LE l'O PRF::V~NT THE SCRE]~N I"ROM CLOGGING, THE: F'IFTE.'I!!:N 1-1/2" DIA. HOLES ARE T~RILLE:D IN I'HE VAULT AT A L. EVEL, THAT F LAt.,Eo THEM AT ABOUT THE MIDWAY POINT lin THE I./EPI'H OF' THE S E P'l' 1[ C, F'LAP CHECK: AI..,I..,OWS THE.: VALIL.,T 1'0 DRAIN WHEN klLMOVIN(~ FR(iIH TANK. SCREEN: 15" DIA, CYL]:NDER OF HIGH-I~ENS:rTY POI.Ylii:THYLENE 1/8" MESH CA::;'I' INTO FIBE:RGLASS BOTI'OM, AL.,L, PLUMBING SHAI.,I.., BE PVC (IR (Il'HEll NON- C()RIRODING HATERIAL, PUHP CON'I'I:~OL, S AND AL, ARM SYS'I'EH - CONTROL SHALL BE ORENCO SYSTEHS (TH) HL-3F CONSISTING 1, AUDIBLE ALARM PANEL, MOIJNT WITH A MINIMUM OF' 80 DB SOUND PRESSL}RE: AT 2~$-INCFIES, OPERATING TEiMPI'!RAI'LIRE -:~OAC 'TO 65AC, CONTINOUS SOUNit, NAME ~ili'~) MUNICIPALITY OF ANCHORAGE ~(~- . OEPA. ENT O..EA.T. & ENV,.ONMENTA. PR0 )EC ,ON ENVIRONMENTAL ENGINEERING DIVISION 825 L Street- Anchorage, Alaska 99501 Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEIVI-~a~~INSPECTION REPORT MAILING ADDRESS LEGAL DESCRIPTION ~ ~ Manufacturer E~DE: Well DISTANCE TO: No. of linei Length of tile to finish grade ,i Crib diameter Well Depth Length DISTANCE TO: CE TO: Building foundation OTHER PIPE MATERIALS SOIL TEST RATING APPROVED 72-O13 (Rev. 3/78) NO. OF BEDROOI Inside length Dwelling/, PERMIT NO. No. of compartme,~v, Liquid depth PERMIT NO. gallons NO. beneath tile Crib depth Building foundationJ Driller Distance to lot line [ PERMIT NO. Sewer line Septic tank Absorption area(s) Distance inches f'~ffective absorption area Nearest lot line es  MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ENVIRONMENTAL ENGINEERING DIVISION 825 L Street - Anchorage, Alaska 99501 Telephone 264-4720 ON-SITE SEWAGE DISPOSAL --'r '-.~ ...... SYSTEM~; ............ L INSPECTION REPORT NAME l P.FION-~ ~uEW MAILING ADDRESS LEGAL. DESCRIPTION ' ~ Well Absorption area Dwelling PERMIT NO. E ~ Manufacturer ..... of . . compartme~ ~q. ca~i~i~allons IF H~MEMADE: Inside length Width Liquid depth t :~ No. of li~ Length ~~ Total ~Zs.Tr " wT inches__ Distance b~esNO~/~--/O ~ *,'~_ ~ Top~{ile~ fi~is~rade ~,~ _~ Material beneath the ~ ~ Total effective absorption ar~ Length Wi~h - ~ ~  ib Crib diameter Crib deOth absorpti~ area ~ DISTANCE TO: Well .... /' -----Buildingfoundatiol~ Nearestlotline ,..~~/~Class/ Depth Driller Distance to lot line PERMIT NO. ~ /V~I~ANCE TO: Building foundation Sewer line Septic tank Absorption area(s) OTHER PIPE MATERIALS SOIL TEST RATING / J -- -- I ~ -~ - APPROVED DATE LEGAL 72-013 (Rev. 3/78) qUNICIPALITY Of ANCHORAG Departmen%~ ' Health and Environmenta~ ;rotection 825 L Street, Anchorage, AK. 99501 264-4720 * * * HANDWRITTEN PERMIT * * * WE-E.L-:AND-~f)t~ ON-SITE SEWER PERMIT /~ 6 ~/U/'~ff,~.. Mailing Address: Phone Number: Applicant: Location: Legal Description: ~,/ ,~ /~4 Lot Size. / Type of Soil Absorption System Is: Trench: Drainfield: Seepage Bed: Holding Tank: Maximum Number of Bedrooms: _/~__5--~ Soil Rating(sq.ft/br) Permit applicant has the responsibility to inform this department during the installation inspections of any wells adjacent to this property and the number of residences that the well will serve. ' * * * TWO(2) INSPECTIONS ARE REQUIRED * *'/* Backfilling of any system without final inspection .aNd approval by this departmen will be subject to prosecution. The Required Size of the Soil Absorption System Is: DEPTH / ~1 ~ ~ LENGTM GRAVEL DEPTH The length dimension is the length(in feet) Of the trench or drainfield. The depth of a trench or pit is the distance between the surface of the ground and the bottom of the excavation(in feet). There is no set width for trenches. The gravel depth is the minimum depth of gravel between the outfall pipe and the bottom of the excavation(in feet). * * REQUIRED SEPTIC(HOLDING) TANK SIZE = .... //~.,9~90 GALLONS * * Minimum distance between a well and any on-site sewage disposal system is 100 fee for a private well or 150 to 200 feet from a public well depending upon the type of pUblic well. Minimum distance from a private well to a private sewer line is 25 feet and to a community sewer line, is 75 feet. Well logs are required and must be returned to this department within 30 days of the well completion. Other requirements may apply. Specifications and construction diagrams are available~to insure proper installation. residence is remodeled to Applzcant - - * *~* PERMIT EXPIRES DECEMBER ~1, 1 9 8 1 * * * I certify that: (1) I am familiar with the requirements for on-site sewers and wells as set forth by the Municipality of Anchorage. (2) I will install the system in accordance with codes. (3) I understand that the on-site sewer system may require enlargement if SWP/024 (1/81) include more that 3 bedroom,(/S~ Issued by: Date: ~"- / ~ ~F ~' i~~,f\ MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION . ENVIRONMEN'rAL ENGINEERING DIVISION 825 L Street- Anchorage, Alaska 99501 Telephone 264-4720 - ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT NAME IPHONE ........ [~3~G RAD E MAILING ADDRESS LEGAL D ESORIPTION ~.~ / ~ *, ~Z~ ~A I ~ell Absorption area Dwellin~ ~fiBMIT ~0. DISTANCE TO: ~Z ~ Manufacturer ~/~ ~~ Material No. of compartments ~ ~ Liq. capacity in gallons Inside length Width Liquid depth ~, ~/OO IF HOMEMADE: ~ ~ -ri ' Well Dwelling PERMIT NO. ~OZ DISTANCE TO: O Z ~ Manufacturer Material Liquid capacity in gallons ~ Well.~ ~ Foundation ~ Nearest lot line ~ PERMITN~ _ ~ DISTANCE TO: ~ No. of lines Length of each/l~e , ~-- Top of ti~ to finish grade I Material beneath tile I Total effective ~s~ti~n are~ Length ~idth Depth PErMiT ~0. ~ ~ Tgpe of crib Crib Oiameter Crib depth Total effectivo absorption area m Well Building foundation Nearest lot line ~ DISTANCE TO: ~ ~as~/, f~l/ Depth Driller Distance to lot line PERMIT NO. r~ n Building foundation Sewer line Septic tank Absorption area(s) ~ DISTANCE TO: OTHER ,,- PIPE MATERIALS / _ / INSTALLER REMARKS - " APPROVED ~ DATE LEGAL '78) Legal Description: ~ ~ ~ ~ Type of Soil Absorption System Is: Trench: ~/ Drainfield: Maximum Number of Bedrooms: · AICIPALITY OF ANCHORAGE Department ~ Health and Environmental 3tection 825 L Street, Anchorage, AK. 99501 264-4720 ~,...-/~- ~~' ~ ~ ~ HANDWRITTEN PERMIT ~ ~ ~ ~ 0N-SITE SEWER PERMIT-~v~ Mailing Address: Phone Nu~er: ~ ~ Lot Size: ~0~1000 Seepage Bed: Holding Tank: Soil Rating(sq.ft/br) The Required Size of the Soil Absorption System Is: DEPTH )01 LENGTH ~ . GRAVEL DEPTH ..~ WIDTH ~r drainfield. The The length dimension is Ch~le~gth(in feet) of the~rench CE' depth of a trench or pit is the distance between the surface of the ground and the bottom of the excavation(in feet). There is no set width for trenches. The gravel depth is the minimtLm depth of gravel between the outfall pipe and the bottom of the excavation(in feet). * * REQUIRED SEPTIC(HOLDING) TANK SIZE = (~ GALLONS * * Permit applicant has the responsibility to inform this department during the installation inspections of any wells adjacent to this property and the number of residences that the well will serve. * * * TWO(2) INSPECTIONS ARE REQUIRED * * * Backfilling of any system without final inspection and approval by this department will be subject to prosecution. Minimum distance between a well and any on-site sewage disposal system is 100 feet for a private well or 150 to 200 feet from a public well depending upon the type of public well. Minimum distance from a private well to a private sewer line is 25 feet and to a community sewer line is 75 feet. Well logs are required and must be returned to this department within 30 days of the well completion. Other requirements may apply. Specifications and construction diagrams are available to insure proper installation. * * * PERMIT EXPIRES DECEMBER 31, 1 9 8 1 * * * I certify that: (1) I am familiar with the requirements for on-site sewers and wells as set forth by the Municipality of Anchorage. (2) I will install the system in accordance with codes. (3) I understand that the on-site sewer system may require enlargement if the residence is remodeled to include more that 3 be~ro??s. Signe'd].. ~~-v ' '//--, Issued by: Applicant Date: dm-- (-- ~[ I--I SOILS LOG PERFORMED FOR: LEGAL DESCRIPTION: 1 2 3 5 6 7 8 9 --~10 11 12 13 14 15 16 17 18 19 2O COMMENTS PERFORMED BY: MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 L. Street, Anchorage, Alaska 99501 264-4720 SOILS LOG - PERCOLATION TEST 72-008 (6/79) SLOPE -- . ~ WA~ ~OUND WATER ENCOUNTERED? Reading Date Gross Net Depth to Net Time Time Water Drop ,. I ~1~ ~ ~ ~',';o? ~ 12 ~" __~ /4,/0 ~ O P E PERCOLATION TEST SITE PLAN IF YES, AT WHAT DEPTH? I~bert A. Sha No. ! 457-~: ,.*. · ' ..... -'- '""' ~=~ PERCOLATION RATE  2"..: ~ TEST RUN BE~EEN ~6,.S Enginee~n~ (minutes/inch) FT AND {~ , FT C RE//RTIFIED ~.& S Encneerin~ L / £00 I~-o pul ,~' T I~ R /'.. Gr ,[ER ANCHORAGE AREA BORO"~H HEALTH DEPARTMENT N.0 327 EAGLE ST, ANCHORAGE, ALASKA 99501 279-2511 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM LOCATION ~?~d~.?~' -~:~ Lz,J,,~.--~'~ ,~ .... ~'~. LEGAL SEPTIC TANK: ~ . ~ - DISTANCE FROM WELL ~&.__..?* _~ ........................... MATER AL .... :~.~...,.z._~_ ,,EzZ-~ .~ ................... C~)MPARTMENTS [JC)~JlE) CAPACITY ,~f:"¢:'/' ~' C,-'~ GALLONS INSIDE LENC;TH_._.~J~ ................. INSIDE '~" ;:~ "? ' ~ SEEPAGE SYSTEM: SEEPAGE PiT: hiUMBER OF PI1S ................ ~ ................. OU~SJDF DIAMETER ................................ OR WlD[kt ..... ~_~; .............. LENGTH ~_~:~" . DEPJH LINI~ ~wz.~t.r~XL~._.;.Z..::~_= ...... ¢?~.~ ......... ~d....~.~:.~,'Z~z ......... DISTANCE ER()M ................. ~ NEAREST LOT LINE ......... ~.~ ............................... TOTAl Erf'ECTi E ABSORPTION AREA (WALL ~ SQ FI. TII. E DRAIN FIELD: DISTANCE FROM WELL ~.~. ..... , FOLINI~'~TION ................... NEARES'(LOT LINE ............. ~. ............ OF LINES ....... NUMBER OF L.~ ....................... DIS1ANCE BEIWE~_N LINES ........ ~ ..... [RE:NCFI WIDTH z~. ........... IN,~(OTAL EFFECT~VI ABSC)R~fffON AREA __ SC) FT LENtil-t OF E~}~'t INE ..................................... ~. .................. ~.~Z .............................. D[f~Tkh lOP OF lEE TO FINISH GRADE ...................... DFPTH OF EILTER MATERIAL BENEATH TILE .... ~ ........ IN. ABOVE TILE WELL: rYPE_~.~:¢~c._L:__J:~_'~Z;~ ....[')EPff-t .... ~ DISIANCE EROM ?GD~ ~, WA?ER '~: "'""'~ ' ']'" :'?:'" BUILDING FO JNDA1 ON ~: "~" "' _~' * SAMPLE NEAREST sOU ,CE LOT LINE ~_.~: ..... t; ...........SEWER LINE ............ TANK__~~ E~__.. ...... SYSTEM__._~]]~ ..... CESSPOOL .......... ]~_, R DIAGRAM OF SYSJEM DISTANCES: I DAli! ....................... --~(E A Li'H ALJTIIORITY Ii,, VO ,'UNT_',,.s~.,,. of General Delivery Eagle ~iv .. .~. er, Alaska 99577 MUNICIPALITY 01: ANCHORAGE DEPT. OF HEALTH & ENVIRONMENTAL PROTECTION ULii~, 1 lg81 RECEIVED Ne.~.lth & li:nvironment ?eL.}Lz. 825 !,,. qtreet Ancho_v age, :%laska 99501 f,',ay 28, 198J. [)ear The Adolescent rLesidential Center for Help (A',RC.[:J) !ecat. ed at 2.2 IIiland :load will serve a maximum of fifteen (15) residents at any one time. There will be no more than five staff on duty on a regular basis. sincerely, 7}i rector, ,,, ,CH J S / s k ~ INSPECTION APPOINTMENTS DATE RECEIVED TIME . TIME TIME MUNICIPALITY OF ANCHORAGE MUNICIPALI~ OF ANCHORAGE  DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTE~[O~EPT' OF F~-%T;I & 825 L Street - Anchorage, Alaska 99501 ~NV[RONMENTAL ,-'; .)T~CTION ENVIRONMENTAL SANITATION DIVISION FEB 1 1 i981 Telephon~ 2~4-4720 P~OP~T~ ~ ESI DENT ~1~ different from ~bove] ' PHO~ ~ 2. BUYE~ PHONE MAI LING ADDR ESS 3. LENDING INSTITUTION ~ PHONE MAI LING ADDRESS 4. REALTOR/AGENT I PHONE MAILING ADDRESS STREET LOCATION 6. TYPE OF RESIDENCE NUMBER OF,/~EDROOMS ~l,L ~.5 i ..~/'1 ~'~, [] One [] Four [] SINGLE FAMILY Cc)/' I ~- ~L~__~o]~_.- [] Two [] Five [] MULTIPLE FAMILY ~ IC~,~ ~~ [] Three [] Six [] Other 7. WATER SUPPLY [] INDIVIDUAL* COMMUNITY PUBLIC UTILITY 8. SEWAGE DISPOSAL INDIVIDUAL/ON-SITE** PUBLIC UTILITY ATTACH WELL LOG. A well log is required for all wells drilled since June 1975. For wells drilled prior to that date, give well depth (attach log if available.) o~-/// '~D YEAR ON-SITE SYSTEM WAS INSTALLED. NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. THIS SIDE FOR OFFICIAL USE ONLY 1. TYPE OF RESIDENCE [] SINGLE FAMILY [] MULTIPLE FAMILY [] ONE [] TWO NUMBER OF BEDROOMS [] THREE [] FIVE [] FOUR [] SlX [] OTHER 2. WATER SUPPLY [] INDIVIDUAL [] COMMUNITY [] PUBLIC UTILITY Connection Verified 3. SEWAGE DISPOSAL SYSTEM [] INDIVIDUAL/ON -SITE []PUBLIC UTILITY Connection Verified []Septic Tank or [] Holding Tank Size: If Tank is homemade give dimensions: PERMIT NUMBER DEPTH OF WELL DATE DRILLED LOG RECEIVED PERMIT NUMBER DATEINSTALLED INSTALLER SOILS RATING TYPE OF TANK MANUFACTURER TOTAL ABSORPTION AREA 4. DISTANCES WELL TO: MATER AL Septic/Holding Tank IAbsorption Area ISewer Line Nearest Lot Line Absorption Area to nea rest Lot Line 5. COMMENTS DATE APPROVED FOR BEDROOMS CONDITIONAL APPROVAL (letter must accompany certificate) DISAPPROVED 72-010 (Rev. 6/79) DAVID A, SLENKAMP ROBERT A. SHAFER MECHANICAL ENGINEER 694-9055 May 22, 1981 ClVILENGINEER 694-2979 Bernard Stewart SR 9100 Eagle River, Alaska 99577 Dear Mr. Stewart, Reference: ~t 15~;-.. ____..~lm-~- 3: Bernard Subdivision In our letter to you dated February 24, 1981, we suggested that you expose the septic tank so that measurements could be taken to verify it's capacity. This letter will confirm that you exposed the tank on the 20th of May, 1981 and that measurements taken verifie§ the capacity of the tank to be approximately 2100 gallons. on May 20th and 21st a percolation of the seepage pit was repeated to determine if increased percolation had resulted in the Spring of the year opposed to those obtained during the winter. Approximately 1000 gallons of fresh water was added to the crib and after a period of 24 hours approximately 40 gallons had percolated out. It can be concluded from this test that the seepage pit is still not functioning adequately to accommodate the proposed use. If we may be of further assistance, please do not hesitate to call. Sincerely, cc: Sun Realty ATTENTION: Mary Powers Municipality of Anchorage Department of Health and Environmental Protection SRB 196X EAGLE RIVER, ALASKA DAVID A. SLENKAMP ROBERT A. SHAFER MECHANICAL ENGINEER 694-9055 February 24, 1981 CIVIL ENGINEER 694-2979 MUNICIPALITY OF ANCHORAGE DEPT. OF HEALTH & ENVIRONMENTAL P2OT~CTION Bernard Steward SR 9100 Eagle River, Alaska 99577 MAR 2 1981 RECEIV[D. Dear Mr. Steward, ~'~ I GA Reference:' , , Bernard Subdivision At your request a sewer system adequacy test was partially performed on the system located on the referenced property. The septic tank was said to be 2160 gallons, however the pumper was only able to pump out 1125 gallons. Since the septic tank capacity could not be verified through the pumping operation it will be necessary to empose the tank after the frost has gone out of the g~~ound in!:the Spring to determine it's capacity. In addition, the seepa'ge' pit was charged with approxinmtely 500 gallons of w~ter, which completely filled the crib until w~ter backed into the septic tank. At the end of a-24 hour period, approximately 625 gallons of w, ter had percolated out of the crib. AS you stated, the facility is being sold to be used as a fRcility to house approximately 15 full time residents and a staff of approximately three. There is in existance in the facility at th~s time, a kitchen with one scullery sink; rest rooms; men and women's; with a total of four water closets, two urinals and three lavatorys. It is assumed that addi,tional facilities' for showers and launder will be added under the new occupancy. It can be condluded from this test that the seepage pit is not currently functioning adequately to accomodate the proposed use. It is suggested that the absorption area be upgraded in the Spring of the year, perhaps at the same time excavation work is performed to expose the septic tank. If we may be of further assistance, please do not hesitate to call. ~FER;~ ]~ E. Realty -/ ATTENTION: Mary Powers Municipality of Anchorage SRB 196X EAGLE RIVER, ALASKA Bernard iD. Stewart Star Route Box 9100 Ea-lle River, Alaska 99577 Subj~.~., ........... t.: ~ ......... 1 ~::~A !'~!o'~k -'~,~ Bernard Subd :~..v' .i.s ion AN C ' n ,:. ,',, ,:. :' t,o f -cc,, ALASKA 99501 (90'?) 2:3~ -4 'i 11 G E O f':i G !i~ ~'...[: Lit t.l V A N, MAYOR After .~.. =searching our f'J_ '~ o,'- -=., - "e i.t: has be~...n ~iored that we do not have any information z,;..:]a./..dS..ng t:he subjc:.c~' .... u property. . . ih:..zefore, befor;:., approval may be granLed, 'L::he foilowinq' items need !::o be completed: (t) Expose the .,~.d:tic tank mm",hoie [:o v~.... :i. fy its The septic tank pumped with a receipL s't~b.r.l'litted to this effi. ce, ']?he total number of gallons pumped needs he be en the receipt and veri. fied toy a registered engineer as to the .ac~aual number of gallo:ts pumped. This is to ver:ify the size of the septi, c.. b. ank. An adequacy test needs to be performed on t:he existing leachi~g area., This test will det:.ermine if the syst:em is adequat:e according to National St:andards. A listin9 off private firms perR)rming the t:es~:.', is enclosed. Th:i.s report needs [:o be submitted 'ho [:his d. epart::mer~t: for our review. .P~,R.: water ana'iyqis..... ~ .... repor'h needs to b,:} de].ivered to this office from t. he Chem Lab~ .5633 r e v i (:.~ W ,. An upgrade wiil.], be requ:Lred, ir}. t:.l}~e event tt'R:t septic tank is not. large, enough or 'the adequacy test shews Lhe leaching area is not capable e:.ff, handling the f!.ow talc required for the number of people occupying the 'residence. Bernard S hewar{7_ February 18, 198]. P a g e If there are any further questions~ please call this office ak Sincerely, Robert C. Praqt, R.S. Associahe Speci.a ]_ist ReP/1 j w M .EMORANDUM DATE: TO: FROM: SL;B,)ECT: March 4, 19ol Maggie De Stt?fano Public ~acilitles Sen ior EnV ironmen ta 1 Spec ia. 1 i s !~ ...... ' .*_' ~ Be't:r~ard Subdi~:,ision - Old Ice Palace Th{:.,. Sewer and Wa'her Program has receJ, ved engineering reports as .~.,: ...... of the on-site water and sewer facilit:ies evaluak, ion. _?..~. ,.,~wer system has been ~ ~'- , 4 ~ ~.n2dequ. aLe regarding c o m p o n e n 't; d e s i g n a n d '~ u n c t i o n. The septic tank is inadequate; the absorption syst:em is inad. equaP, e and would surely overflow. Replacement of hhis system may be possible, however, cert:.ain crz.:.ria wou].d be required, namely: (1) Approval of new proposed sewer J.nstall. at:.ion site, (2) strata permeabz.city and design Engineer:Lng of ~-"-' ~ ' "' specifications must be blueprinted and submi, ttzed to this program *"' . ~o~. approval and installation inspect:ions. The water analysi.,~. ,.. re[eLL~'} ..... has not been received~ however, the well is approved by hhe State of Alaska. Les N. Buchholz,...x.P S. S e n i o r E n v i r o n me. n t: a i S p e c i a i. i s t:. LNI~/t j w 91-0i0 (5/78) ~