HomeMy WebLinkAboutALYESKA NORTH #1 Block 2 Lot 2 ~i~.' 405 WEST 271hAVENI~E, ANCHORAGE, ALASKA 99503 TELEPHONE 007/272.1151 ~':(!: 10u,!y :~3, lg75 ~ .~.,, . . .. ... ~}~i' '~''''' '",?~ ~: Charles Lubrecht :. -. 1 ~;~'.", ""','::~'C.'"Bruce Ftcke Investments, In~, ~"'"~'~"' ' ' "A" BOX 1651 ~;~:~:,~,.,.,.....,.,,...,. /.. S~r Route ~',~:':Z' .' "' :.,'~: ',;:' "":" ~' ":"' Lubrecht: ,[ . ~. . request":'we have tnv~st ~nal un,ts'on the extstJng se yeska.SubdJVtsJon. Ne hav ~;.34. un ~ t''rC a gra'wtty?,floW, dra t nft eld. I,"wou~d b~ ~no~her 34.u~ :.1,~ B~ock 3..~ht~ u pump ~e'::~to' ~he igated the possibility of placing addi- vage system located on Lots 1 and 2A divided our investigation into two )~dominium on Lot 2, Block 2. This ;ystem into the septic tank upstream handle '~he-'a'd, .. fOPated Pipe placed, in~: a '~"~'. '-: .,~ -eXtendS.. :from ~2. feet'· un~er ,,,,~'~<,, :~Sea.led;on t6P~-bY,':a lay n the:area 'are gen'eral ly .m' present ttme there -*ha~e;120 bedrooms sh~ch produce ~ncy'and. 5o GPD oer oerson. D~ and, ~ek-~nd type 'occupancy .,pccUoancv of 35~.' ~e would the~ lngs ~and dra~nfleld requtrement~ . .~.,~?.. :..~} ,/~:t:~ .. . .. .,','.';%,.. : , . , - . ,. , ,,; ~ ~, ' .,:~ · .~ ".S ~..:. ..... '., '~ ~...,:.{, ' ~. .:: j.. ?. condominium locatjJ on the west one- )i:t. would have a lift station which end of the septic'tank. the capability of the existing flow. 640 linear feet of 4" per- ' of 2" minus gravel. The gravel bed to 1 foot above 'the pipe and is -polyethylene. 'The existing gra- sandy gravel. ~nits on the system. These units , =load of 14,400 GPD at lO0~ occu- ~e to the seasonal characteristi~lE-- Is reasonable to assume an avera))~-' ,efore arrive at the following load- S 399. 3 APR 1976 "C. Bruce Ficke Investments; Inc. Loading--GPD @ 35% Occupancy ~,040 7,560 10,o8o ) Units on System 68 (existing) Phase I--lO2 Phase II--136 Page 2 ' 2 The present field .has an areai of 4,200 ft. which would be adequate to handle both Phase I and Phasel II. We would therefore recommend that -~.. ', . the field not be enlarged to ~qandle the additional loading. ','!"]The Second area we investigated is the bacteriological quality of the -, ' ' .,,i;..i:;.iiSystem'. We have read the May:)7, 1975 report of the creek by the "" · , .'~:,]"';Li~;; Greater AnChorage Area Borough ,Department of Environmental Quality. ..... ~' ,. ~:., .,;??This report indicates that the source of pollution is probably at the ~ .... · ', .~', hotel ' , ~.,.,.,. s drainfield. The pollution does not increase below our drain- ~?.,,,~; ,,:-i:i:~¥'::,~:]',fteld. This would indicate that the'present loading is not too much i~j!ii,!'i]:~"i'.,'i[i'~ i:"ii¥'~.!?ifor the field. In order to i~sure bacteriological safety for this ~il;,.~.,.,,.,.,..,~,:?,,..^,,,:;~...fteld we recommend that a chlorination system be installed down I '"' ':;.~:,-'~¥-~m of the seotic tank. We would recommend a pellet type system '~/,,. ~ f~,:'. ' '' '~;'¢' "~"'~' ~ ' l :~, :. ? :,::....,,:!:!~;?"such as.a Sanuril was. tewater Fhlor~nator, Model 001, with 30 minute "~' ',i ':';::~'!:.':'](;~;JCOntact Chamber, This sYstenlwould be ins.tal!,ed between the septic ~'% ",~:~.. -,'?"':"~;?'~'/'v ',~.. ;~.,..,:,,:~tank,"' .and the drainfleld, and wpuld chlorinate tne. effluent from the ],!!]~;" .;',.: '? ¥ .!'i.'~':'!?;SePttc .,,, '~', ", ,. :.. tank prior. . to tts. ente)~t ng.. ,? t. the dra tnft el a. .i:i?]'ii' 'i':.]...!i'.:.'i'?~i"~e.]to the long percolation d~stance from the drainfteld to the creek ~<,;' ' .. ,'.'..-..i::~ iil ];!,~:i.we .would not anti ci pate any ~Cteri ol ogi cal probl ems or chl ori ne pro- ~i?.- ".,',.?:.'?,...!.'blems in the creek. ~ ~.! ~",~';;-..' ' .:. ,/.;.',,;~?r~;, enmnl~+_, System with Phas)es I and II on line would then.cons3s~ ~:;,' ':~:~:]~::'/':;;;~?.~,~'t:,'~X'~+:;"'~;~;;~n; d~-{nf~eld an~d septic tank with a chlorination system ~? '~ ; "'"?"~ ""~ '"' ":::,~;;:,?:~:v~rtng the sewage from Phase II) to the septic tank. The li, ft. station -'~?.:': ':'..'~:": ;,',~::,::;,,:':~uld be a Multi-flo submers'i~ble sewage and drainage pump aupmex-sys- ~ .":~,~.?"~;'~;.~,~JJJ'"~'-~ .:' -.,- *- *h" ~-asonal ~nature of the facility and the quality ~.;~: :;;.'~,.~x:';?~?,~:--,~ ....... ~:,-~- *~. area. t~at th3s w~ll be an adequate system. We ~,;~.'. ?..,?.~,::L,;';j:j;;;'4~,¢&~ 'o"e advantaoe' to the seasonal nature of this system ~s ~at the ~{"~J,'""',?~i/?;;;;{~.~:~]~?~;~nfYeld can "~eSt" during(the week and take the heavy loao~ng ~;:~ ' ' ,: /<"]:::-~?dUrtng the week-end. . ... ~ , ',":':" ~'~:~J~-ol-eth~lene cover on;'thJ field should prevent any leakage to the ~ ".'~ "~?sUr~ce~ thereby forcing the'.~sewage through the grave~. ,~u~ to ~he '~? ;::' :..."..:.,, :~":long percolation distance 'tO~the creek, an~ liquids snou~a De sate ';,'...' :::::~.~en entering that waterwa~;~ ; ' . .. . . .: ,,.., .. Required Drainf~eld ~ 2-1/2 gal./ft.~/day_ 2,016 ft. 2_ 3,024 ft. 2_ 4,032 ft. 2 ) C~.Bruce Ficke Investments, I~c, : 'We' have attached copies of th~ vendors' data on both the Sanuril ~m chlorinator. .. and the Multi-floil ft station for your information. If you need further infomatt~n or have any questions, please call on US. Sincerely, BELL, HERRING AND ASSOC. Page 3 1975 ..-~xaei lo~atlo~ .nit on the , '" ~ f..~'...~:,.,atton o': the pellet ~e enl, ;,.,~?~.:~aI o ; CO~. ....... /~u? !..,.~. mt~ ~o tie the P;:~.ase. "~ for ~ou~ l~duse portal? to ~'; 4 '..,,-'lea ~vtsed that .... ~ ,~t .... ~,ent's appr,~val that Sincerely, Cl~ief ~anitarian ate ~ase ,ecelve~ By Suspense Date Comments to Planning Department For' Planning & Zoning Commission Meeting Date ROUTZHG COMMENTS' Environmental Engineering Air Pollution Noise ~'~"~nvi ronmental Sanitati on