Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Lot 01
DEPAR:FMENT OF HEALTH & ENVIRONMENTAL PROTECTION ENVIRONMENTAL ENGINEERING DIVISION 825 L Street- Anchorage, Alaska 99501 Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT ~AILING ADDRESS LEGAL DESCRIPTION LOCATION NO. OF BEDROOMS ~ ~ Manutacturer J ~[ Material ~o. of compartmenls Liq. capacity in gallons~ ' Inside length Width Liquid depth O ~ ~ Manufscturer Material Liquid capacity in gallons Q Well Foundation ~ Nearest lot line ~ PERMIT NO. No. of Hnes Le.gth of each line Total length o~ lines Trench width Distance between Ii.es Length Width Depth PERRIT NO, ~ M Type of crib ~rib diameter Crib depth Total effective absorption area OTHER PIPE MATERIALS SOIL TEST RATING INSTALLER 72-013 (Rev. 3/78) Permit ~ ~ Applicant MUNICIPALITY OF ANCHORAGEs-% Department?~? Health and Environmenta i?rotection 825 ~ Street, Anchorage, AK. ~950i 264-4720 * * * HANDWRITTEN PERMIT * * * WELL AND/OR ON-SITE SEWER PERMIT ],i i~ Mailing Address: Location: Legal Description: / ~ /~ ,~ Type of Soil Absorption System Is: Trench: ~ Drainfield: Maximum Number of Bedrooms: Phone Number: Lot Size: Seepage Bed: ~'- Holding Tank: Soil Rating(sq.ft/br) The Required Size of the Soil Absorption System Is: DEPTH / ?---.LENGTH / ~ . GRAVEL DEPTH '~ WIDTH The length dimension is the length(in feet) of the trench 'or drainfieldo 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 = ~' GALLONS * * Perrait 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 3L 1 9 8 2 * * * Z 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 ~e~eside~ce is remodeled to include more that ~3~ bedrooms. Signe~: Issued by: ~xL~I ,z ~ C'~ ~ ~I. Applicant ~ ,' ~ ?' Date: ~ ~) ' ~ ~? SWP/024 (1/81) i ~ MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ENVIRONMENTAL ENGINEERING DIVISION 825 L Street- Anchorage, Alaska 99501 Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT PHONE LEGAL DESCRIPTION LOCATION DISTANCE TO: .~ (~, (} I~ J AbsorptJon~=.~(~ ()rea NO. OF BEDROOMS PERMIT NO, .y in gallons IF HOMEMADE Inside length DISTANCE TO: Well ~-~ 0 !; Foundation Nearest lot line~ ~) ' J ~2/v-, inches Liquid depth PERMIT NO. Liquid capam'~in!~t~o'ns PERM'T'"--Oqo/ ' f Top of tile to finish grade Length Depth inches Distance Total effective~tion area PERMIT NO. diameter J effective absorption area Igi'~TANCE TO: Building foundation Depth Driller DISTANCE TO: Building foundation Sewer line ance to lot llne PERMIT NO. ~L.(~ (~ Absorption area(S)c~(~) (~) OTHER PIPE MATERIALS SOl L TEST RATI N G DATE LEGAL TYPE; OF:: ZEi 31L. F:IEv.!];Cff;~'.Eq" )i ON !;:;"/:BTITJ~"I _1; ',E;: 'TF~:ENC:H HF:i;:.:::iJHLII"/ IqUI'iE:Ei:F'. Eft::' DEDF[:OCfP'!Z :;:: :ii: :FgEi ): L fR]::'l T :[ NG ( '.:~h2 P-'I"/[3F:: Z:, ~:: J. EuD ...... Il'If ....... t.ll._ l lE,..,UF..I: r.[IJhl ~., j_..,][:ll ] ...... THE t]:,EP'!'H OF F:I TfR[~:NE:H OR F'ZT :[~; '['HE DZ?TFIBE:EE [3E:'['t.4EEEI",! TH[E E:UF[:I::'F:[C::E: O1:::' TI-lIE CJROUN[::, FIND THE: E:OTTEIH OF:' THE EXC:F:I',/RT :[ ON (:IN F'D:ICT). "i'HEF:E Z:~; NO ZE:T H:[DTH F:OR I'HE G[;]:R',/E:L D[EF'TH :[E; THE i'!;(N]:PiLIH [)F~:F'TH OF: EiF:F:IVEL, E~E~:"I"I.,.IE[~:F,I THE: Fff',i[) -r'H[,~ E;Cq'TOH OFz THE [:2,:,:C::F!VFIT.(OF,I ,::ZN F;'EET). F:'ERHZI' I:::IF'Pt.]:CFIN'T !'IF!E; TI'II!: F;i:I:E:!;F:'C[N';'ii;);E[]:I_:[TY -['D :[f.,ff:ORf'l TI't)J~; D[EPFff;?.TFIE:NT [::,Lff;U:NG THIE ;[NZ'I'F:II LAT:[ON );N~;F:'IECT]:ON'_'~; OF F:IN"r' P.IE:L.L. rE; f:II;).J'I':IO[~NT 'T'O T,L'I ): ::-r:; [::'I';:CHZ'FZF]tT"r' RI".!E:' THE: i",ll..tHii!:EF:: OF:' I:~:E~ZZDf:E!",!C:E':'~; TI'"IFIT 'I'HE~ !.'.!Et..t 1.4].'LJ.. :i~;!EF?.'v'[:E. Eft:' I::li",!"r' ?r'::?f'El"! !.,I1THC)UT F:;[lql::li. ZI'.,EE;F'[EC:"r'zoN FIND F:ff:'!:;:'I;::EiVF:!L. I.,~Z[._).... F;id:{ ~j;LItT.~',..]'F. iC:T "tO l,'t J:l'.,! Z l',lUi',t I:):[ ?FF1NE:_E [!!~[!:'['I.,.IE:~:[!{[.~, FI HIEI. J_ !:IN[) RI'.,!'¢ iEd'.,!~.:E; J.i.36) F!E:E{T F:'O!.;?. F:I F'f;::[',,,'F:!"f'E:; !.,.IE:I_,.L..~ ::1.'.:~!21 TO ;;:'.eliD FEi:ET F:'I:;~:OH I::1F'I...I[~L. ZC kIEL.!. [':,EF:'E.:ND:[Ni:ii LJF:'OI'q THE: T"r'F'E O1::' F:'UE!;L. ZE: kIEL[ EI'I"HE:[;~: F:'.E~:[;iL.I ): I;i:Ei"IE;H"f':!5 ["!l:::t"r' FIF:'F'LY. :!E;[:'EE: ): F' :[ CAT :!: ON'..:'i; FIVF:I):I.FI[3L.E: TO ZNF:~;LIF?.E; t'-':'F~:OF'E,[~'. :i: Cii!;[;i:'i' ]: F'Y "l-l'lf:l-I' ::L: ): F:ff'l F:'FIH;(L.;[F:II;: HI'TH T'HE F:'OR'TH E:"¢ THE:--H ........... FIT '" T I::'F:I "T ;?: ]; !.,.I ): L.L.. .[I,b h l...t. THE: :~:'-r"21'Ef'1 '; .o×~.7 SOLDOT~ ....... e~OB~ CONSULTING ENGINEER May lO, 1979 Jim Starr Alaska Department of Environmental Conservation 338 Denali St. Anchorage, Alaska 99501 Subject: Grace Brethren Church, Anchorage ~ Site Water/Wastewater Treatment and Disposal Attached is a drawing of subject project showing the proposed layout of site utilities and construction details. A site investigation was made 28 April 1979o The log of a test hole dug , · 'n~ ' in the zone of interest to 12.5 ~s also shown on the dra~ ....... The sozls . were very fine and uniform and visually classified as silty sand or sarmv ilt. %~ rc test was erformed over a meriod of 2~ hours; three trials s pe p ~ . . were made yielding a steady state rate 1.15 mmnutes/znch. The system was designed based on an application rate df 3~gp~/sq. ft. The facility can acconn~x~ate 471 people and using a rate a total flow of 2355 gpdwas determined. A ~O~O ~]]~n se~ ~nk and 785 sq. ft. of leach area are required.'--Adequate room is available for expansion and/or replacement. An investigationwasmade to determine locations of adjacent water supplies and waste disposal areas. No water supplies are ~thin 200 feet of the proposed septic tank and leach area. No existing wastewater facilities are. within 200' of the proposed well. ~ require Please review for ADEC requirements. If you have any questions or additional information, please let me know. Sincerely, Mike Tauriainen Mr/k DATE: TO: FROM: MEMORANDUM March 1, 1982 Mike Mills Planning Department Health and Environmental Protection u,.-, ,~., Plans .~,;;~hg.seQ~ 2 SUBJECT:~'~ace Brethern Church~xpansion '~ 'r'.:" - This department is in accord with a redesign of the septic system based on the calculation on the increase Qf the existing leaching area. This will call for an addition to the existing system; 270 square foot sidewall area to handle the additional load. The total area of the leaching area, upon completion, is.1,053 Square feet. The existing 3,500 gallon septic tank will be adequate to handle the pro.jected s~ating capacity of 629 persons. However, Phase II and III of the General Plan will not be developed until public sewer is available. It is this department's understanding Phase II and III of the General Plan will not be started for at least six(6) years on Phase II and ten(10) years on Phase III~ JWL/ljw cc: Dennis Frantz Grace Brethern Church 91-010 (5,'78) ' ' MUNICIPALITY OF ANCHORAGE · DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION i ENVIRONMENTAL ENGINEERING DIVISION $25 L Street- Anchorage, Alaska 99501 Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SY,~TEM AND/OR WELL INSPECTION REPORT MAILING ADDRESS LEGAL DESCRIPTION LOCATION NO. OF BEDROOMS ~ Well I Absorption area _ Dwelling PERMIT NO.~ ~ DISTANCE TO:~ ~1OO, IO~ II ~ ~'~ ~ N Liq. capacity in gallons Inside length Width Liquid depth O z ~ Manufacturer Material Liquid capacity in gallons Q Well Foundation~ Noarost lot llne~o. P[RMIT NO No. of lines ~ Length of each Hne Total length of lines Trench width Distance between lines ~~-- Top of tile to finish grade ~ Material beneath tile Total effective absorption area Q I~O inches Length Width Depth PERMIT NO. ~ ~ Type of crib Crib diameter Crib depth Total effective absorption area ~ Well Building foundation Nearest lot line ~ DISTANCE TO: ~ Class Depth Driller Distance to lot llne PERMIT NO. ~ Building foundation Sewer line Septic tank Absorption area{s) ~ DISTANCE TO: PIPE MATERIALS OTHER (~ I ~mr ~ SOl L TEST RATING INSTALLER APPROVED DATE LEGAL 72-013 (Rev. 3/78) MUNICIPALITY 0F ANCHORAGE~ Department./-~.f Health and Environmenta( protection 825 ~ street, Anchorage, AK. ~9501 264-4720 * * * HANDWRITTEN PERMIT * * * Permit ~ ~ ~+~/OR ON-SITE SEWER PERMIT ~ ' ~,: · i ~ Mal±ing Address: Applic ant: (-~ { ~</< %,(~ , ~ ~ .~ ~ Location: <~-~s~ / ~'-' ~ ~ '.'~ Phone Number .. Legal Description: ~" /~-/ ~ t ~z'~"~ Lot Size: Type of Soil Absorption System Is: Trench: Drainfield: Seepage Bed: __ Holding Tank: Maximum Number of Bedrooms: Soil Rating(sq.ft/br) The Required Size of the Soil Absorption System Is: '.LENGTH GRAVEL DEPTH WIDTH 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 tke bottom of the excavation(in feet). There is no set width for trenches. Tke 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 = 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 1 9 8 2 * * * Z 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 th~sidence is rem0del~d to include more that ~bedrooms. Signe~: t ~ ~ ~ Issued by: Applicant ~ Date: ALASKA E IIUIROFIITleilTAL COF1TROL sE [ UICe$, Enqincerinq 6 ~nuironm~nml $1udics InC. SPECIFICATIONS FOR ELEVATED BED ALTERNATIVE WASTEWATER TREATMENT SYSTEM- GRACE SUBDIVISION BLOCK 1 LOT I 1.0 GENERAL 1.1 THE DRAWINGS, SHEETS l THRU 5, SHALL BE A PART OF THIS SPECIFICATION. 1.2 ALL MATERIALS AND WORKMANSHIP SHALL MEET THE REQUIREMENTS OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION PERMIT. 1.3 ALL EXCAVATIONS AND DEPTHS ARE ADVISORY AND ARE TO BE VERIFIED OR MODIFIED IN THE FIELD BY THE ENGINEER. 1.4 IT IS THE RESPONSIBILITY OF THE OWNER TO OBTAIN ALL NECESSARY PERMITS OR EASEMENTS. 2.0 THE LIFT STATION 2.1 THE STOCK MATERIAL FOR THE LIFT STATION SHALL BE EITHER GALVANIZED STEEL (ASTM A-4444-76), OR ALUMINUM CULVERT, CAPABLE OF BURIAL TO 10 FT. 2.2 THE 36" PIPE FOR THE LIFT STATION SHALL HAVE A WELDED WATER TIGHT BOTTOM OF THE SAME THICKNESS AND COMPOSITION AS THE CULVERT. 2.3 ALL PENETRATIONS OF THE LIFT STATION SHALL BE WELDED AND WATER TIGHT. ALL WELDS SHALL BE CLEANED OF SLAG. WELDS ON GALVANIZED STEEL WILL BE SPRAYED WITH ZINC RICH PAINT OR COATED WITH BITUMASTIC. THE BOTTOM 2' OF THE INTERIOR SHALL BE COATED WITH BITUMASTIC PAINT. 2.4 THE TOP CAP SHALL BE RAIN TIGHT AND SECURELY FASTENED WITH SCREWS. 2.5 ALL ELECTRICAL FITTINGS .AND CONNECTIONS IN THE LIFT STATION SHALL MEET THE REQUIREMENTS FOR A WATER TIGHT SERVICE. 2.6 THERE SHALL BE A HIGH LEVEL ALARM SET AT THE LEVEL OF THE SOIL PIPE ~ROM THE SEPTIC TANK. THE BUZZER SHALL BE LOCATED NEAR THE ELECTRICAL CONTROL PANEL OR IN A LOCATION DESIGNATED BY THE HOMEOWNER. 2.7 THE SUMP PUME SHALL BE CAPABLE OF DELIVERING 11 GPM AT A HEAD OF 30 FEET. 2.8 THE SUMP PUMP SHALL BE SUSPENDED NOT LESS THAN 6 INCHES OFF THE BOTTOM OF THE LIFT STATION WITH A CHAIN OR NYLON LINE. -~t~i ~:' CONTROL*-SERVICES:'~IC. : ' 1220 We~t 25th Aven~ ANCHORAGE, ALASKA 99503 Phone 276-1361 SCALF / AI~SKA '~NvIRONMENTAL .!~i~ CONTROi~SER¥1CES,~NC. ' 1'220 W~$t 25th Aver' ANCHORAGE. ALASKA 99503 Phone 276-1361 SHEET NO: ~ ~ OF . ~ CHECKEO ~v OATE SCALE ENVIRONMENTAL · ., CONTROL~SERVICE.C~NC. ~22o we~t 25th Aver,~ ANCHORAGE, ALASKA 99503 Phone 276-1361 CHECKED BY OATE SCALE L_~....._~.._ ~ ~I~. ::'f',q /V: /( "--~ ....... '--'-i ................. i .......... ,'"'"i' '~ ~ ~ )'' · : ' ' . ' ' : '-' '"-f-'-F'--F','I-T""'f' 'j ~, i ' ,~ ,. . : , : : ' ~ . i i i ~ I /I ~ ' ' ' ' .......................... L;~ L ..~ .4 * - *~*.. :.....-L.....L. .. C. = . ~ ~ ................... :' ?'-~'"'--?'"-"'i' ~-'""' ....... : : · ] · P :'"' ~ ~ "';'"~ ': : ............... ......... ALASKA ENVIRONMENTAL · CONTROE~SERVICES~ ~C. · ~- 1220 West 25th Avenue ANCHORAGE, ALASKA 99503 ~ 276-1361 XX_;L..:' . NOTES SHOULD BE APPLIED TO A DEPTH OF 4 FEET SIJRFACE Al' A 'tHICKNESS' OF' t INCH; . FEET INSIDE WITH BITUr,,IASTIC PAINT.' . .. Z INcH FLEXIBLE HOSE TO F T PUMP ....... -SPECI:.FICATIONS FOR NA'FFRfALS."" ' :; : . . LIFT STAT IOf. l . ..... NEMA 4 FILLET WELD ALL AP, OUND '~ CHAII',I OR I',JYLDN ROPE PUMP POWER CORD A,jL A R M CORD - 4- STEEL NIPPLE---,, FIL[..ET WF[ F) ALL AP, OUNI) /× PIPE ~ ~,-rAk ~"L AT~ ..... /.METAL CAP WITH 2" URETHAiqlE FOAM WELD. AROUND ~',,.~d,,,~ ' ' ' ' ' ~" To '~"coUPUNO ~' NPT NIPPEE · i "'i' "i .! - · ~" L¥''-' ~ '''-F EX: HOSE: ~ ~" CHECK VALVE SUNP PUMP i00/ I00 / MEMOaANDUM DATE: TO: FROM: SUBJECT: August 18, 1982 Planning Department - Joe Stimson Health and Environmental Protection Grace Brethern Church Wastewater Flow and Septic System Design for Phase II The Grace Brethern Church has a septic system functioning at the present time, which has been added to the new calculation, submitted by A.E.C.S., Inc., to accomodate 1,000 persons having two(2) meetings weekly generating 742.9 gallons per day of wastewater plus 500 students with six(6) day week generating 6,771.4 gallons per day for a total of 7,514 gallons per day allowable wastewater loading rate for Phase II. This department concurs with the findings. However, there is a design option for the temporary classrooms Lhat can be used if engineering deems necessary, this option addresses 150 students using temporary classrooms. Prior to compleX-ion of Phase II, the 150 students generating 1,590 gallons per day. This optional design data is on file with this department, which was also submitted by A.E.C.S., Inc. This department can now issue a permit for the septic system designed for 1,500 persons or the option. Under no circumstances is this approval of the septic system permit for Phase II be construed, used or modified to connect Phase III or change design to allow additional wastewater of any source that increases wastewater flow rate. This department has requested the septic tank be pumped once a year, in March, just prior to break-up. John W. Lynn Environmental Specialist cc: Lee Reid A.E.C.S., Inc. 1220 West 25th Avenue Grace Brethern Church Sta.r Route A Box 1457X 91-010 (5/78) 99503 99502 -~;,.~,\ MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ~ ENVIRONMENTAL HEALTH CASE REVIEW WORK SHEET L~ PLATTING BOARD ~ PLANNING & ZONING CASE NUMBER NAME P79-11-3 A requeSt for an amendment to a conditional use DATE RECEIVE© six(6) doublewide relocatable classrooms for June 10, 1982 three(~} years. COMMENT TO PLANNING BY June 11, 1982 (June 14 1982 for' Zoning cases) FOR MEETING OF CASE OF [~PUBLI~C-WATER N~OT.AVAILABLE TO PETITION AREA ~1C SEWER~AVAILABLE TO PETITION AREA 71-014 (Rev. 2/78) RETURN CO:I Ir~ ITS TO: CASE NO. MUNICIPAL PLANNIHG DEPARTi. IE~IT Zoning and Platting Division Pouch 6-650 .Anchorage, Alaska 99502 264-4215 request to A request to rezone approxlmate!y to amend Title 21 to acres fro~[ ,MUNICIPALITY OF ANCHORAGE DEPT..OF [J~;!I.T[4, 'r~ :'I~"'/i~,~,,i',iMENTA. FRO i , I A request for concept/final approval of aR~o~n~i~t~Aa~l use ho permit a ~ in the zone. A request for a~ amendment / A site plan review for to a'conditional use CONi'IENTS: Planning & Zoning Commission Public Hearin~ Date: j~_~ ~S ~a / DISTRIBUTION: STANDARD DISTRIBUTION (Public Projects) Urban Beautification Commission (Ord~n~j~ce Amen~me?~ts)~nicipal Attorney's Office /./j~.,~,__. //~ ~_ Community Council CASE: PETITIONER: REQUEST: TOTAL AREA: LOCATION: CURRENT ZONE: ~ILOUTS Mailed Favor Against Unclaimed Community Council) COMLMIS S ION ASSEMBLY Other OFFICE USE FINAL CONDITIONAL USE APPLICATION, Municipality of Anchorage Planning Department Pouch 6-650 Anchorage, Alaska 99502 I. The undersigned hereby epplies to the Municipality of Anchorage for final approval of: (X~ amendment to a conditional use II. Description: (use additional paper if necessary) Legaldescriptionofthearearequestedfortheconditionaluse West ,~ ~, h~.~, NW¼, gec. 28 Township 12 North, A3, S~ard Meridian Area (square feet or acres) of the petition area Current zoning of the petition area Present ownership of the petition area Ill. Application Information: (;~se additional paper if necessary) Section or su[~section of ordinance under which conditional use is authorized 21.50.080 Explain the planning objectives to be achieved, including a description of the character of the "*see attached shee~roposed development and an explanatio~ of the factors that determined the particular scheme prop,osed Provide the starting and completion dates for construction (for each phase, if applicable) phase I - multi purpOse roc~ expansion 5/82 - Phase II classrQ~n addition, 9/82 - Phase III Sanct~lary 5/87 - this request - portable classrocms 6/24/82 Provide a statement of intent as to final ownership C~ace Bre~e~ C~urch Church ~lans to be located here IV. Conditional Use Findings: (use additional paper if necessary) A resolution granding final approval may be adopted only if it includes the following findings. Explain how your proposal setisfies these findings. that the proposed construction and use of the conditional use will not be detrimental to the general welfare of the community qeneral use of facilities are already in existence that the conditional use meef~s the standards and re uirements prescribed by the zoning that there are adequate existing sewage capacity, transportation facilities, energy supply and water supply to serve the proposed conditional use se~ra~e ~Acil±ties Le~oy Reed, P.E. for optimum future expansion which includes this request. Ad~s Mor~anthal is desi~nin~ ~ow~r svsta~s to inco ~rporate future olans. that the conditional use conforms to the intent of the zoning district classroom use already ao~roved bv this board. that the use or uses proposed are ~ppropriate to the character of the area in which the project will be located Phase II has already been aooroved bv this koa~d. This rec~est is a t~rary use of Phase II. that the development will not have a substantial negative aesthetic effect on the locale of the project the buildings are well built and attractive, t~ley will b~ ramodeled in approximately 3 years ~hat the conditional use is in accordance with the Comprehensive Plan see plot plan attached, same intent or use as Phase II that the proposed use will not sub'eot surroundin properties and pedestrians to hazardous traffic conditions see site p~_an reloc~bgles placed '03 rea~ of prope.~ to minimize the cross flow 06 people and vehicles V. At least 18 copies of a detailed site plan must be submitted with the application. The site plan must show: - vicinity map showing the proposed development in relation to.surrounding development, streets and utilities - topography showing contours at 10' intervals (if applicable} - exact location of all buildings and structures (existing and proposed) - existing and proposed vehicular access circulation and parking, storage, service, and loading areas (if applicable) - any pedeetrlan circulation - any fencing, landscaping, and buffering VI. Petitioner's Agreement: I understand that payment of the fee(s) specified is to defray the costs of handling and investigation of this application and the cost of the necessary hearings by the Plann lng Commission; and that payment of lhe fee(s) does not entitle me to, nor does it assure approval of this application, and that no refund of the fee(s) will be made. I hereby affirm that the above information is true and correct to the best of my knowledge. I also affirm that I am the true and legal property owner or the authorized agent thereof for the property subject herein. P T PETITIONER'S NAME LAND IN PETITION AREA' AODRESS PHONE HO, SIGNATURE OF AUTHORIZED AGENT" DATE AODRESS PHONE NO. 'If more Ihan one owner or il more than one parcel ~$ involved, attach all signatures on eepsrate piece of paper identlfyin~ which parcels are owned by which persons. · *Wiitten a~Jthorizatlon of the property ow[~er must be submilted with this appllcaEon il the appllcanl is olher Iharl Ihe owner. Attachment The proposed sch~e of relocatable buildings will serve our need of more rooms at our church until we build our approved Phase II building. These buildings are well built, attractive and we will set thsm on sturdy, well engineered foundations. These relocatables will be r~moved from church property unpon cc~pletion of Phase II. The power and sewer for these buildings will be supplied with forthought and planning so as to be ut. ilized by future phases. There will be ve~I little additional parking load as sc~e overcrowded sunday school classes on Sunday will just move from our ~xisting building to the relocatkbles. Perking has been engineered adequatly and Dowl Engineers have given us a very careful plan of site grading and drainage. These reloca%~hles will be used for school Monday thru Fruday of each week until Phase II of our church is built. All land that is not shown as paved will be involved in Phase II construction, including the unpaved parking area west of the Phase II pad. This area will be the site of an expaned septic syst~. ALASKA 6FIUIROFIm6FITAL CORTROL $6RUICe$, IFIC. ~n~line~rin§ $ ~nuironmcnt~l June 29, 1982 Department of Health and Environmental Protection 825 L Street Anchorage, Ak. 99501 Dear Mr. Lynn: Enclosed with this letter is a design for the on-site wastewater system for the Grace Brethren Church. The leach field may be constructed at either site A or site B, whichever is more economical. In case the leach field fails to perform adequately in one site, another leach field could be constructed at the other site. For this reason, it is advisable to reserve the other site for a replacement septic system. The design consists of a 9000 gallon septic tank; a lift station capable of delivering 11 GPM at 30 feet of head; a heat traced two inch line running between the lift station and the leach field. The leach field consists of 4 perforated sewer lines, 4 inches in diameter, that run parallel to each other. The design is based on a school addition capable of holding 500 students. A design flow of 21.1 gallons per day per personwas used. We feel that this is a very safe design flow. The lift station pump was designed to operate at a peak factor of 1.5 x average flow. The leach field was designed using soils logs and percolation tests done by Alaska Environmental Control Services with a Mobil B24 Drill. Construction of the on-site wastewater system could be done in stages or all at once. In either case, the full size septic tank and lift station should be installed. The leach field could be installed in two stages. One quarter of the leach lines could be built in stage one when the septic tank and lift station are installed. The other three quarters of the leach field could be installed when phase II, the permanent classrooms, is completed. We feel that this design is adequate for the devel~ent~. plans for the Church or until public sewer is availabl~TWe~' ~lun~hwaatterthileSvSe~em shoul'd have a minimal impact o~e~-.'"; Sincerely, .Jim Green Geotechnical Engineer Approved: ~ ~nchoreq¢, 99503 · {907) 276-1361 ~,, MUNICIPALITY OF ANCHORAGE , ~ DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ENVIRONMENTAL HEALTH CAS,~-~ WORK SHEET .r/ ,, [] PLATTING BOARD [] PLANNING & ZONING CASE NUMBER NAM. E P79-11-2 A request for an amendment to a conditional DATE RECEIVED July 30, 1981 use final::approval o:. hase expansion COMMENT TO PLANNING BY August 5, 1981 program FOR MEETING OF CASE OF ~BLIC WATER ~AVAILABLE TO PETITION AREA ~LIC SEWER~ AVAILABLE TO PETITION AREA REVlEWER'S COMMENTS: 71-014 (Rev. 2/78) CASE NO. MUNICIPALITY OF ANCHORA~E~ x .... > , ~c ': · ~ CO,. ~,[~ TO: DEPT. OF HEALIH & Rb~C..I ENVIRONMENTAL P~OTECTION dUh S01981zoning and Pla~ting Division Pouch 6-650 RECEJ VE Alaska 99502 264-4215 A recuest_ to 'c~,.on~=~ ~ appro:<imate!y to ;~_c ..... to ~ r~ Title 21 to _X A request for concept/[ina! u. se ho permit a in the A rec:ues t A site plan review for approval of a conditional ZODe . for aP. amena.,ent to a conditional use D!STRIDUT!O.U: S z~:~',D~.D DISTRIiiUTIO['~ 5,-I ~nco Ano~dments) I' ~5c:i.o.ul Attorney's office PETITIONER: REQUEST: TOTAL AREA: LOCATION: CURRENT ZOJE: Community Council) MAILOUTS COMHISSION ASSEHBLY Mailed Favor Against Unclaimed Other ,~ FINAL CONDITIONAL ~$E APPLICATION Municipality of Anchorage Planning Department Pouch 6-650 Anchorage, Alaska 99502 Case File No. P Fee _~C) Verification o Owner hip P.C.P.H. Dat~ ~; Assembly P.H. Date Approved I. TheundersignedherebyappliestotheMunicipalityofAnchorageforfi~lla~v~C~)f:f]}~ Il Z3 check one ( ) qew conditional use (×) amendment to a condihonal use II. Description; (use additional paper if necessaryI Legal.~; description of the area requested-" for the conditional use West ~, ~ -~l, NW ~,: ~ ~, Sec. 28 ToWnship 12 North, R3 W. Seward Meridian Area (square feet or acres) of the Detmon are& 180,000 sq. ft, Current zoning of the petition area R-5 Present ownershipofthepetition area G~aoe Brethern C~urch III. Application Information: (use additional paper if necessary) Section or subsection of ordinance under which conditional use is authorized 2[ · 40.0S0 Explain the plannin~c objecnves [o be achieved nc~uomg a description of the character of the proposed development ano an explanation of the factors that determined ine oar[icular scheme proposed Final sukw&ttal of parkinq with Phased expansion shown. Provide the starting and como~euon dates for construction (for each phase, if applicable) Phase Z - Hul%i-pu~pose ~m. expansion - 5/82, Phase II classzTa, add. 9/82 Phase III S~ncbuaz7 5/87. Provide a statement of intent as to final ownersh~O Chttcch plans to be located here per~ntly. IV. Conditional Use Findings: (use adddion8 caper if necessary) Will be addressed under separate cover - A resolution granding final approval may be adopted only if it includes the following findings. Explain how your proposal satisfies these lindings. that the proposed construchon anc use of the conditional use wi not be detrimental to the general welfare of the oornmunfty that the conditiona use meets the standards and reauirements prescribed Dy the zoning regulations that there are adequate existing sewage capacity, transportation facilities, energy supply and water supply to serve the proposed conditional use that the conditional use conforms to the intent of the zoning district that the use or uses proposed are appropriate to the character of the area in which the project will be located [hat the development will not have a substantial negative aesthetic effect on ~he locale et ,, ,e project that the conditional use is in accordance with the Comprehensive Plan that the proposed use will dot subject surrounding properties and pedestrians to hazardous trallic conditions V. At least 18 copies of a detailed site plan must be subnqitted with the application, The site plan must show: - vicinity map showing the proposed development in relation to surrounding development, streets and utilities ~ - topography showing contours at 10' [~tervals (if applicable) - exact location of ali buildings and structures (existing and proposed) - existing and proposed vehicular access circulation and parking, storage, service, and loading areas (if applicable) - any pedestrian circulation - any fencing, landscaping, and buffering VI. Petitioner's Agreement: I understand that payment of the fee(s) specified is to defray the costs of handling and investigation of Ihis application and the cost of the necessary hearings by the Planning Commission; and that payme~)t of the fee(s) does not entitle me to, nor does it assure approval of this application, and that no refund of the fee(s) will be made. I hereby alfirm that the above information is true and correct to the best of my knowledge. I also affirm that I am the true and legal property owner or the authorized agent thereof for the property subject herein. Patrick J. Krochina for Grace Brethern Church pRINT PETITIONER'S NAME July 15, 1981 I ARCHITECT PATRICK JOHN KRQCHINA AIA 3200 New Seward Highway Suite 201, Anchorage, Alaska 99503 (907) 272 0052 Municipality of Anchorage Planning Department 632 W. 6th Avenue Anchorage, AK 99502 Attn: Mike Mills Re: Final Conditional Use Application for Anchorage Graco Brethern Church' Attached you will find eighteen copies of two site plans "A" & "B", showing location of phased building programs, plus nine copies of Proposed Floor Plans and Pintail Plan & Profile. The subject property is located at the corner of Huf~nan Road, which is a class one collector, and Pintail Street. Huff~nan Road consists of a 100 ft. R.O.W. and Pintail consists of a 65 ft. R.O.W. Both of these roads are developed to the same level as other roads in tine subject property vicinity. The property is zoned R-6-(21.40.080). The proposed development may be allowed by special excoption-(21.40.080, D,3). Minimum yard requirements are: 1. Front yard: 2. Side yard: 3. Rear yard: 50 ft. - Huffman Road 25 ft. - Pintail St. and East property line 50 ft. - South property line The ~mximum allowable height of structures in R-6 zoning is unrestricted except for FAA airport approach limitations. The maximum height of Phase III Development, which will be the highest building, is not anticipated to exceed 40 ft. The existing church was completed last summer under Planning & Zoning approval by Resolution ~15-79A. The new structure coi,~lied and was bo/It to all conditional use standards under Municipal Title 21 Code. A 20 foot vegetated buffer on the Huffman Road frontage has been main- tainedand will be widened to 22 ft. The location of Pintail Street is closer to the East property line than shown earlier. There exists a vegetated buffer separating Pintail Page m q ~±nal .onditional Use Application 7/17/81 frc~ subject's proi>erty. This past year the Municipal Telephone Conpany removed vegetation and trenched a cable in this buffer area and did not replace the vegetation. This was also partially disturbed by the Gas Canpany when ~ey installed their lines prior to the Telephone Company. ~e church has confo~d to Resolution 15-79Aby replacing disturbed areas with adequate l~dscaping. ~e church has concern a~x~ut keeping as many of the large aesthetically attractive trees as possible. As you see on Site Plan A & B, the church will keep the large naturally vegetated area in front of building (west side). '[his area ori~inal].y was planned for the future expansion of the church. It was decided this would add to a more natural feeling and help buffer the dnurch from Pintail and Huffman. The church will now ex~pand southward following the rectangular si'te. Phase III Assembly was located to provide necessary access on three sides without bottle necking the traffic and pedestrian circulation for the entire complex. Sonm natural vegetation with large trees and new landscaping will he provided around the assen~ly complex to help buffer it from the parking end street. Resolution 15-79A gave the church till February 1982 to co~lete the asphalt. Park of this resuh~ittal is the final parking for all three phases so the asphalt won't have to he torn up. Parking has been calculated two-ways based on Standard for Conditional Use Section 21.50.040. Instead of five occupants per stall, four occupants per stall has teen used. The controlling calculations were by m~ximum seating in assembly areas. Under Phase I and II, maximum seating would he 650 people, which would equal 163 required stalls. Under Phase III the maximum seating would be 1000 requiring 250 stalls. The design is to provide 264 stalls. Special provisions for the handicapped consists of a segregated parking area less than 200 feet front the main entrance. Pedestrian access fr~ this area is via a five foot wide sidewalk which will have less than a 1 to 12 slope ratio ~d will not require crossing vehicular traffic lanes. The major issue addressed by these submittals is the drainage. The south portions of subjects property has been surveyed and it reveals that natural drainage has been interrupted initially fran the owner of Lots 5D and 5A who is across Pintail on the west side. These lots have been backfilled to restrict the natural flow of water across Pintail. It has created a dam which backs up water on subjects property and Pintail. Pintail Street has since been raised so pending does not occur as frequently across the street. This condition has created an unusable portion on subjects property. Upon investigating the source of this drainage swale across subjeces land it was determined that it is only runoff from four lots contiguous to the southeast conner of side, not ~ existing creek. It only backs up during breakup. Pintail street is outside the Municipality Service District and is considered a rural residential, Peripheral and Access Street. It is required to build only twenty feet of road surface but we are proposing to construct 22 feet of road surface. (Huffnlan Road is only 24 feet of road surface.) Page T~"e ? Final Conditional Use Application 7/17/81 One solution we are proposing is to fill the dotted area so that natural drainage will not be impeded and will allow runoff 'to reach Pintail Street. Attached is a Plan and Profile of Pintail showing the existing grade. By building up Pintail Street to the existing cro~ on the road which is south of the southwest corner of subjects property, we are able to make an acceptable grade to the Huffman road intersection. By rebuilding Pintail to the finish grade as shown we can obtain 0.78% slope in the ditch. The cross-section of Pintail is an open ditch with culvert under the driveways. This will allow all site drainage to flow into Pintail ditch and then into the Huffman road drainage ditch. 1. Electricity is available on three (3) sides of the property - by way of overhead power lines owned by Chugach Electric Co. 2. Natural gas is available on the south side of Huf~nan Road bordering the property and along the west side of Pintail Street. 3. Water is obtained from a well drilled in accordance with governing regulations. The sewage system was approved by the Department of Health and Environmental Protection. The system was designed for expansion which will include adding a 250 gallon deluge tank and pump, plus adding two more leach field lines as sho~n on site plans. The lines will be placed under the planting strips rather than the asphalt to protect from freezing. ~e proposed land use is consistent with the goals of Title 21 and should make an attractive addition to the local conmanity, as well as contribute to the social welfare. The environmental impact of the proposed development during and after it's completion will not be adverse in ten~s of air, water and noise pollution. If you have any questions or con, rents regarding the contents of this letter or application and attachments, please call me at the above phone number. Sincerely, Patrick J. Krochina PJK:lch Enclosures: ROAD 6 6 Ave L-EH~E N ,2 E DATE: TO: FROM: MEMORANDUM March 1, 1982 Mike Mills Planning Department Health and Environmental Protection SUBJECT: Grace Brethern Church Expansion Plans - Phase I This department is in accord with a redesign of the septic system based on the calculation on the increase of the existing leaching area. This will call for an addition to the existing system; 270 square foot sidewall area to handle the additional load. The total area of the leaching area, upon completion, is 1,053 square feet. The existing 3,500 gallon septic tank will be adequate to handle the projected seating capacity of 629 persons. i~owever, Phase II and III of the General Plan will not be developed until public sewer is available. It is this department's understanding Phase II and III of the General Plan will not be started for at least six(6) years on Phase II and ten(10) years on Phase III. John W. Lynn Enviromnental Specialist JWL/ljw cc: Dennis Frantz Grace Brethern Church ~!~'I~ARQHITEQT PATRIQK JOHN KROQHINA AIA 3200 New Seward Highway Suite 201, Anchorage, Alaska 99503 (907) 272-0052 Fe¼ruary 10, 1982 Department of Public Health ~. John Lynn 825 L Street ~chorage, ~< 99501 ~E: GRACE BRETHREN CTHURCH Dear ?,~. Lynn: This past August, 1981, I submitted a total k~nster Plan for Grace Brethren Church. The ~{aster Plan su.hmittal was broken into two categories displayed on separate drawings. Phase I and II together and then Phase III. Your department approved Phase I and II with the necessary added facilities being designed for Phase II construction only. Phase III was approved in ~onceptional form only. l!~U~qJoday I am submitting for approval of Phase ~ (w±t~out Phase ii) ~ lnot rec3l~_i~e any increased loads on the ex~st'--~rm~' 'in9 septic systen. Phase I does "{~t 'a~d ~.~ing fixt~es, ~~ter fioun~ins, etc. Phaset~i only includes ~nding ~e g~asi~ from its present half size to its original ~e~ned ~u: s~e. I~ h~ ~en ~e~e~n~ ~a~ ~ ~.se~ ~e~ ~s~ ~ill a~ately handle Phase I con~uction. ~' .~ ~ Sinc~ely, ce: g~aoe Bremen Building Cor~tee .;HITECT PATRICK JOHN KROCHINA AIA 3200 New Seward Highway Suite 201, Anchorage, Alaska 99503 (907) 272-0052 February 10, 1982 Department of Public Health ~;~. Jo~ Lylln 825 L Street Anchorage, ~/f 99501 GRACE BRE..EI~REN Dear ~,~. Lynn: This past August, 1981, I submitted a total ~ster Plan for Grace Brethren Church. The ~ster Plan s~bmittal was broken into two categories displayed on separate drawings. Phase I and II together an~ then Phase III. Your department approved Phase I and II with the necessary added facilities being designed for Phase II construction only. Phase III v~s approved in ,~.~lonceptional form only. ~0~ ~iW~day I am submitting for approval of Phase I (without Phase II) ~nich doe~ ' ~nq~ .~__ec~uire any increased loads on .th~ing septic sysco. Phase I does ~t a~ any~lumbing fixtures~ showers, ~ater ~ountains, etc. Phase I only includes expanding the gymnasium from its present half size to its original ~esigned full size. It has been determined that the present septic system ~ill a~uately ha6dle Phase I construction. [~ ~'~ ~ Sincerel' cc: Grace Brethren Building Co~nittee February 19, 1982 ~ike Mills, Planning Department Environmental Specialist, Department ~f~%lealth and Environmental Protection Phsse I Grace Brethern Church - Expanszon of the G ,~:na s ium This Department has found, 5fter checking previous correspon- dence and other data, that the proposed expansion of the haslum from its present half size to the original design, does not meet with tl]e data submitted. In his letter of February 10, 198~, ~%e architect did not take into account the increase of 157 persons seating capacity. This will increase the load on the existing on-site sewer system by 157 persons or 262 square feet of additional leaching trench. ~]ts increase does not just change the leaching trench, but also increases the septic tank capaoity of 4,710 .gel!one or 2,000 gallons added to the exisitng tank of 3,500 gallons capacity. The above data ha~ not ad~ressed Phases II or III on population with calculation from the engineer on sep- tic system design or the square footage area to support the design. This Department feels that all ~%sses of this project must be reviewed as a whole in order to resolve the growing concern of the on-site sewer system adequacy. This additonal loa~ will call for an u~)grade Of ~%e on-site sewer system and a permit for the upgrade will need to be obtained from ~is office prior to construction. John w. Lynn Environmental .~pec~al!st 3200 New Seward Highway Suite 201 PATRICK JOHN KROCHINA' ' AIA An_chorage, Alaska 99503 (907)272-0052 August 18, 1981 Department of Health & Environmental Prbtection Environmental Engineering Division Attention: John Lynn 825 L Street Anchorage, AK 99501 RE: GRACE BRETHREN CHURCH Per our reoent conversation regarding the Grace Brethren Church expansion, this letter shall act as a "letter of intent", to appropriately design the septic system 'of Phase-I & II. fo~ final Dept. of Health approval. As discussed, the septic system originally designed by Tauriainen Consultants can adequately handle expansIon. Soils analysis shows the system will sufficiently handle PhSse I & II by installing two additional drain field trenchs, Phase III of expansion (large assambly) is shown on the second site plan. At this tirce we are not asking for final approval on Phase~:II, I,, but rather showing that it is possible to tie into the existing system. When construction of May 10, 1979 Jim Starr Alaska Department of Environmental Conservation 338 Denali St. Anchorage, Alaska 99501 Subject: Grace Brethren Church, Anchorage On Site Water/Wastewater Treatment and Disposal Attached is a drawing of subject project showing the proposed layout of site utilities and construction details. A site investigation was made 28April 1979. The log of a test h°le .dug to 12.5' is also shown on the drawinM. The soils in the zone of interest were very fine and uniform and visually classified as silty sand or sandy silt. A perc test was perfomed over a period of 2~ hours; three trials were madeyielding a steady state rate 1.15nzinutes/inch. The system was designed based on an application rate of 3 gpd/sq, ft. The facility can accommodate 47~ people and using a rate of 5 ~gpd/person a total flow of 2355 gpd was determined. A 3000 gallon septic tank and 785 sq. ft. of leach area are r~quired. Ade~oate room is available for expansion and/or replacement. An investigation was made to determine locations of adjacent water supplies and waste disposal areas. No water supplies are within 200 feet of the proposed septic tank and leach area. No existing wastewater facilities are within 200' of the proposed well. Please review for ADEC requirements. If yoa have any questions or require additional information, please let me know. Sincerely, Mike Tauriainen cc William E. Marry Attachment Mr. Mik'e tions Enclosure Tauraianen regarding our review of this project. Sincerely, James O. Start Environmental Engineer Mayl6, 1979 cc: D~EP-Les.Buc~holz ~zLarry Smz. th~zck mm JAY $. 338 DENALI SREET MACKAY BUILDING, ROOM 1206 ANCHORAGE, ALASKA 99501 May 16, 1979 Mr. Mike Tauriainen Box 937 Soldotna, Alaska 99669 Subject: Dear Mr. Grace Brethern Church Anchorage Tauriainen: We have received and reviewed a site plan Showing the proposed location of the Class B well which will serve the subject church. The well location is approved for the features with which this Department is concerned, providing the following condition is met: ' 1. The sewer line between 100 and 200.feet from the well must be constructed with cast or double iron pipe. Enclosed is a certificate approving construction of the well. The "Approval to Operate" 'section must be completed by a rep- resentative of this Department prior to serving water from the well. The following information must be submitted before we can issue the final operation approval: 1. The results of laboratory analyses for the inorganic chemical, bacteriological, and physical contaminants specified.in 18 AAC 80.050. 2. The well log and weil yield data. Our review of the wastewater disposal system only considered the location of the system with respect to the well. The re- quirements of the Municipal Department of Health and Environ- mental Protection must be satisfied with regards to the septic tank and leach field sizing. Please feel free to contact me at 274-5527 if you have any ques- 18.06LH i~ DEP,,,~R'TMENTOE~ HEAETH &ENV RONMENTAE PROTECTioN ENVIRONMENTAl.; ENGINEERINGDIVISION .,. C ~' ,:~ ~Hddlgg. fougd~l~>~4;. ~g~,l A~'~;~7~:~ ;.:~:~: Seot~tank~: ~ ;,~ :, t ~A~sorptlo~ area ~ ~(, 'i- :~-;},; .: :~:- ~: :1 ~:~i~'~:;~d:,.,;:.,~:', : ~ ,;,' . . ' .~ · WELL LOG Date Drilled: Static Water Level O~-O feet Gallons Per Minute /~-- Draw Down 7~ feet Total Feet of Type Material Drilled: 0 feet to ~? ~ to to CHEMICAL & GEOLOGICAL LABORATt,RIES OF ALASKA, INC. P.O, BOX 4-1276 / Anchorage, Alaska 99509 TELEPHONE (907)-27@-4014 274-3364 ANCHORAGE INDUSTRIAL CENTER 5633 B Street Drinking Water Analys~s Report fm Total Coliform Bacteria PUBLIC WATER SYSTEM: TO BE COMPLETED BY WATER SUPPLIER .... t,~ ~ ' Public Water System Name Malllr~ Addreaa City Mo. Day SAMPLE TYPE: [] Routine [] Check Sample (for routine sam wltll lab ref. no. [] .Special Purpose SAMPLE NO. LOCATION State ZIp Code Year [] Treated Water [3 Untreated Water Time Collected Collected By 06-1220 Ih) Rev, 1978 TO B~ COMPLETED BY LA2ORATORY LABORATORY: CHUM& OEO LABS OF AK. INC. NAME 56331 "B" STREET ADDRESS ANCHORAGE, ALASKA 99502 t CITY Date !R;coived Time Received Analitical Method: Fermentation Tube Membrane Filter LablRef. No. BACTERIOLOGICAI~:WATER ANA!YSIS RECORD Result* Analyst READ INSTRUCTIONS BEFORE COLLECTING SAMPLE Presumptive ZOml ]omi 1OmiI 1Omi 3.0mi 1.Omi O.]ml 24 Hours' /, 49 Hours i Confirmatory { ! 24 Hours I EMB Broth 24 hours= ', Broth 49 hours: Final Membrane FII ~t~'.~_f~S~/' '~'~- ' ' ¢o~lIJorm/lo0ml ~::~'/~ ~.:~ ~ '.. ,.. (ARCHITECT 3200 New Seward Highway Suite 201, Anchorage, Alaska 99503 PATRICK JOHN KROCHINA AIA (907) 272-0052 August 18, 1981 Departn~nt of Health & Envirorm~ntal Protection Environmental Engineering Division Attention: John Lynn Anchorage, AK 99501 RE: GRACE BRES~REN C[g3RCIq Dear Mr. Lynn: Per our recent conversation regarding the Grace Brethren Church expansion, this letter shall act as a "letter of intent", to appropriately design the septic system of Phase I & II for final Dept. of Health approval. As discussed, the septic system originally designed by Tauriainen Consultants can adequately handle expansion. Soils analysis shows the system will sufficiently hanctle Ph&se I & II by installing two additional drain field trenchs, Phase III of expansion (large assembly) is shown on the second site plan. At this tin, we are not asking for final approval on Phase III, but rather showing that it is possible to tie into the existing system. When construction of 'Phase III is considered, the necessary documentation for the septic system will be submitted. Sincerely, PKJ/dlg CC: Laryy S~thwick NOIID~ZO~d ]VZN~NOWAN~ ']OV~ONDNV JO AZI]¥dlDINN~/ M~y 10, 1979 Jim Start Alaska Department of Environmental Conservation 338 Denali St. Anchorage, Alaska 99501 Subject: Grace Brethren Church, Anchorage On Site Water/Wastewater Treatment and Disposal Attached is a drawing of subject prqject showing the proposed layout of site utilities and construction details. A site investigation was made 28 April' 1979. The 10g of a test hole-dug to 12.5' is also shown on the drawi.n~. The soils in the zone of interest were very fine and uniform and visually classified as silty sand or sandy silt. A perc test was performed over a period of 2½ hours; three trials were made yielding a Steady state rate 1.15 minutes/inch. The system was designed based on an application rate of 3 gpd/~q, ft. 'The facility can accon~nodate 471 pevple ~and using a rate of 5 gpd/person a total flow of 2355 gpd was determined. A 3000 gallon septic tank~ and~785 sq. ft. of leach area are r~quired. Adequate room is available for expansion and/or replacement. An investigation was made to determine locations of adjacenn water supplies and waste disposal areas. INo water supplies are within 200 feet of the proposed septic tank ar~ leach area. No existing wastewater facilities are within 200' of the ~o~oposed well. Please review for ADEC requirements~ additional information, please let me know. Sincerely, Mike Tauriainen cc William E'. Merry Attachment If you have any ~questions or require · MACKAYBU/LDING, ROOM 1206 ANCHORAGE, ALASKA 95501 May 16, 1979 Mr. Mike Tauriainen Box 937 Soldotna, Alaska 99669 Subject: Dear Mr. Grace Brethern Church Anchorage Tauriainen: We have received and reviewed.a.site plan ~howing. the proposed location of the Class B wel'l~which will serve the subject church. The well location is approved for the'features with which this Department is'concerned', pro9iding the following condition is met: ' 1. The sewer line between 100 and 200.feet from the well must be constructed with cast or double iron pipe. Enclosed isa certificate approving construction of the well. The "Approval to Operate" section must be completed by a rep- resentative of this Department prior to serving water from the well. The following information must be submitted the final operation approval: before we can issue 1. The results of laberat0ry analyses for' 'the inorganic chemical, bacteriological, and physical.e, onta~mlnants specified in 18 AAC 80.050. 2. The well log and wet'l yield data. Our review of the wastewater disposal system 6nly considered the location of the system with respect to the well. The re- quirements of the Municipal Department of Health and.Environ- mental Protection must be satisfied wi~h regards to the septic tank and leach field sizing. Please feel 'free to contact me at 274-552~ if y.ou have any ques- 18-O6LH Mr. Mike' Tauraianen 2 May~16, 1979 tions regarding our review of ~this ~roject. Enclosure Sincerely, James O. Start Environmental Engineer cc: D~EP-Les Buchholz ~Larry Smi. thwick mm . ~¢k~,,~,:>,CHEMICAL &_ GEOLOGICAL.LABORATORIES~ OF ALASKA, INC .~ ':-.,~ ~ ~ ~ ~ ;. - ,~ . ?: .. -;~- ~' :,, ?~-?- ~'~ ~,,, ~, ,'..,'~,.,.~_ ..~ · o. Ghace Brethren Church ~ ,',-,, ":~.<.' °aT~ ~' MaY-'~I ;' 1979 SRA Box 1547 X ADDRESS Anchorage,,Alaska 99507 DATE 5-30-79 0276~81 DESCRIPTION 1-Tbt~l.'~Colif6r~"detfi.' ............ PAID CASH - THANK YOU Grace Brethren Ch. Anch., Ak. AMOUNT $15.00 NO FURTHER STATEMENT WILL BE RENDERED UNLESS REQUESTED, CHEMICAL ~ GEOLOGICAL LABORATORIES OF ALASKA, INC. · P.O. BOX 4-1276 t Anchorage, Alaska 99509 TELEPHONE {907)-279-4014 ANCHORAGE INDUSTRIAL CENTER 274-3364 · 5633 B Street - D~inkJng W~ter! Analy~s' Reporl for Total CoiifoJ Bacieda':!:~>'-i' : "- TO BE COMPLETED BY WATER SUPPLIER PUBLIC WATER SYSTEM: Publl~ Water Syelm,n Name I.D. NO. Malllfl~ Addre** City State Zip Code Mo. Day I Year SAMPLE TYPE: [] Routine [] Check Sample (for routine sampl6 with lab ref. no. I ) [] Special Purpose .' [] Treated Water E~ Untreated Water SAMPLE NO. LOCATION I I 5 I f I Time Collected Collected .. By Lal: *1 I 06-1220 Rev. 1978 TO ,iCOMPL:ED By LABORATORY LABORATORY. ' CHI~M & OEO LABS OF AK., INC. NAME 5633 "B" STREET ADDRESs AN(~HORAGE, ALASKA 99502 Date ]R~ceived .:~ Z Tlmei Received Anal~ llcai Method: ] Fermentation Tube [' Membrane Filter Ref. No. . Result* ./Analyst /~ IITT-i .: I~-~ Ir-~ I BACTERIOLOGICAI~ WATER ANA YSIS RECORD 'READ INSTRUCTIONS BEFORE COLLECTING SAM PLE Presumptive 1Omi ]OYnl 1~ Omi'I 1Omi 1Omi 1.0mi 0.1mi -~,,. ~?,..>f // Static Water Level O~-O feet Draw Down ~ feet Gallons Per Minute /c~~ Total Feet of Casi.ng"~'O Type Material Drilled: 0 feet to ~7 ~. to to to MEMORANDUM DATE: August 18, 1982 TO: Planning Department - Joe Stimson FROM: SUBJECT: Health and Environmental Protection Grace Brethern Church Wastewater Flow and Septic System Des.ign for Phase II The Grace Brethern Church has a septic system functioning at the present time, which has been added to the new calculation, submitted by A.E.C.S., Inc., to accomodate 1,000 persons having two(2) meetings weekly generating 742.9 gallons per day of wastewater plus 500 students with six(6) day week generating 6,771.4 gallons per day for a total of 7,514 gallons per day allowable wastewater loading rate for Phase II. This department concurs with the findings. However, there is a design option for the temporary classrooms that can be used if engineering deems necessary, this option addresses 150 students using temporary classrooms. Prior to completion of Phase II, the 150 students generating 1,590 gallons per day. This optional design data is on file with this department, which was also submitted by A.E.C.S., Inc. This department can now issue a permit for the septic system designed for 1,500 persons or the option. Under no circumstances is this approval of the septic system permit for Phase II be construed, used or modified to connect Phase III or change design to allow additional wastewater of any source that increases wastewater flow rate. This department has requested the septic tank be pumped once a year, in March, just prior to break-up. John W. Lynn Environmental Specialist CC: Lee Reid A.E.C.S., Inc. 1220 West 25th Avenue Grace Brethern Church Star Route A Box 1457X 99503 99502 91-010 (5/78) ALASKA erlUlROr/mel TAL COFITROL $[!RUIC85, lilt. MUNICIPALITY OF ANCHORAGE DFPT, OF H,:,"-' .~H ' August 12, 1982 AUG 1. ~ 1982 .RECEIVED DHEP 825 L. Street Anchorage, Alasks Attn: John Lynn 99503 Dear John: Attached are the calculations on the relative loadings for Grace Brethern Church. According to these figures, the projected loadings are just at the allowable loads. I do not believe that we should change the design for the septic tank and trenches. The tank is sized for daily flows while these calculations are to show the average loadings on the lot. If you have any questions, please let me know. Sincere ly, 1220 LUcsl 25th Auenu¢ ·/~ncNor~§¢, Alaska 99503 · [907) 276-1361 ALASKA ENVIRONNm~/TAL CONTROL SERVICE . INC. 1220 West 25th Avenue ANCHORAGE, ALASKA 99503 Phone 276-1361 SHEET NO.. I OF CHECKED DY DATE SCALE ~ I ~ -- . ~ ,-- ~ ~ ...... Phone ALASKA ENVIRONMENTAL ~o. ~- ~ CONTROL SERWCE.:'-~¢. ~ ~ 6' ~'] 1220 West 25th Avef:~e SHEET ~ O . O ~ ANCHORAGEi ALASKA 99503 CALCULATED ~ ~ '~ ~ ~ ~[~l OATE ~'~*~'~5 ._~t~, ALASKA ENVIRON M.E~LTA L CONTROL SERVICESi JC. ~ 1220 West 25th Avenue ANCHOR~,GE, ALASKA 99503 Phoi'~ 27§,136! NOTES 1,! UIRI~THA~E FOAM SiHOUL. D BE APF'LIED 'FO A DEPTH OF i BELOW GROUND. SURFACE Al A rHICh:NL~c o_, OF' 1 NCH, 2j.C~ o~TOM 2 FEET IHJlDE WITH EtTUHASTIC PAINT. 3,L.USE Z INCh FLEXIBLE l!OSE /'0 FIT PLJ~tL E~..$PE.C[FICATIONS FOR MATERIAl_S, CH£~LE;x ~- A'rV2 i. LIFT STAT IOH. SCREWS-~,,~ HEMA 4 WELD FILLET CHAIN OR PUMP POWER ' AL_ARM COhD ~'~ ' ~:-r""'"'l" ~ i , , , ~'" :4~ STEEL ] : ; i ; FILLET ~E[.[) i :', ALL. AROU ,' i I i f : i ppF-- i i''iil II 4 FEE~f ~ETAL CAP WITH / 2'URETHA'NE F;OAM '~" NP'r NIPPLE FLEX HOSE _--- Z CHECK VALVE - SUMP PUMR ~ 00 / 5IT'£ A I O0/ I00 / ~0t t~- tfi5, SOILS LOG MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 L. Street, Anchorage, Alaska 99501 264-4720 SOILS LOG - PERCOLATION :i-EST yJ PERCOLATION TEST 1 2 3 4- 5- 6- 7- 8- 9- SLOPE -i 10~ 11- 12 13 E.COO.TERED? -Iho DATE PERFORMED: 14 15 17 18 19- 20- SITE PLAN Gross Net Depth to Net Reading Date Time Time l~ Water Drop PER RATE__ minutes/inch) TEST RU~ B COMMENTS PERFORMED BY: J~"~, ,,~/~,~ 1"~())'~'~ CERT' FI ED BY: DATE: 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: LEGAL DESCRIPTION: C'. ¢,,. ¼ DATE PEREORMED: SLOPE SITE PLAN 10 '11 12 13 14 15 16 17 18 19 2O WAS GROUND WATER, S ENCOUNTERED? __ r"[(~ ~L E IF YES, AT WHAT DEPTH7 Gross Net Depth to Net Reading Date Time Time ~ Water Drop PERCOLATION RATE ! "~--, ~'~ (minutes/inch) .~ . TEST RUN BET~EE~ ~ ET AND __~5.~ "T ..... ,_~ _ ~ / ~, ~ 72-008 (6/79) ALASKA fllUIROIlmenTAL CO[1TROL S RUICeS, SPECIFICATIONS FOR ELEVATED BED ALTERNATIVE WASTEWATER TREATMENT SYSTEM- GRACE SUBDIVISION BLOCK 1 LOT 1 1.0 GENERAL 1.1 THE DRAWINGS, SHEETS 1 THRU 5, SHALL BE A PART OF THIS SPECIFICATION. 1.2 ALL MATERIALS AND WORKMANSHIP SHALL MEET THE REQUIREMENTS OF ~NCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION PERMIT. 1.3 ALL EkCAVATIONS AND DEPTHS ARE ADVISORY AND ARE TO BE VERIFIED OR MODIFIED IN THE FIELD BY THE ENGINEER. 1.4 IT IS THE RESPONSIBILITY OF THE OWNER TO OBTAIN ALL NECESSARY PERMITS OR EASEMENTS. 2.0 THE LIFT STATION 2.1 THE STOCK MATERIAL ~OR THE LIFT STATION SHALL BE EITHER GALVANIZED STEE~ (ASTM A-4444-76), OR ALUMINUM CULVERT, CAPABLE OF BURIAL TO 10 FT. 2.2 THE 36" PIPE FOR THE LIFT STATION SHALL HAVE A WELDED WATER TIGHT BOTTOM OF THE SAME THICKNESS AND COMPOSITION AS THE CULVERT. 2.3 ALL PENETRATIONS OF THE LIFT STATION SHALL BE WELDED AND WATER TIGHT. ALL WELDS SHALL BE CLEANED OF SLAG. WELDS ON GALVANIZED STEEL WILL BE SPRAYED WITH ZiNC RICH PAINT OR COATED WITH BITUMASTIC. THE BOTTOM 2' OF THE INTERIOR SHALL BE COATED WITH BITUMASTIC PAINT. 2.4 THE TOP CAP SHALL BE RAIN TIGHT AND SECURELY FASTENED WITH SCREWS. 2.5 ALL ELECTRICAL FITTINGS ~ND CONNECTIONS IN THE LIFT STATION SHALL MEET THE REQUIREMENTS FOR A WATER TIGHT SERVICE. 2.6 THERE SHALL BE A HIGH LEVEL ALARM SET AT THE LEVEL OF THE SOIL PIPE FROM THE SEPTIC TANK. THE BUZZER SHALL BE LOCATED NEAR THE ELECTRICAL CONTROL PANEL OR IN A LOCATION DESIGNATED BY THE HOMEOWNER. 2.7 THE SUMP PUMP SHALL BE CAPABLE OF DELIVERING 11 GPM AT A HEAD OF 30 FEET, 2.8 THE SUMP PUMP SHALL BE SUSPENDED NOT LESS THAN 6 INCHES OFF THE BOTTOM OF THE LIFT STATION WITH A CHAIN OR NYLON LINE. inc. ALASKA ENVIRONMENTAL CONTROL SERVICE~*'~IC. 1220 West 25th Aver,~ ANCHORAGE, ALASKA 99503 Phone 276-1361 CHECKED DY DATE ALASKA ENVIRONMENTAL CONTROL SERVICES/-'~C. 1220 West 25th Aven~ ANCHORAGE, ALASKA 99503 Phone 276.136! SHEET NO. ' DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION PLATTING OR PLANNING AND ZONING CASE REVIEW CASENUMBER S-5074 PETITION FOR REZONING OF SPECIAL EXCEPTION VACATION RE~UBDIVISlON DATE RECEIVED February 2, 1979 Grace~Subdivision COMMENT TO PLANNING BY Feb 21, 1979FOR MEETING OF COMMENTS: ENVIRONMENTAL SANITATION: of Cases PUBLIC WATEI3 ~4~"T"AVAI LABLE . PUBLIC SEWER I~AVAILABLE TO SERVICE P~'T~ITION AREA. ENVIRONMENTAL ENGINEERING: 71 014 (9/76) M=I ~UI-I~] $ x I I ! i--,i / ;