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Home My WebLink AboutT12N R3W SEC 34 PTN SW4 SW4 SW4 Municipality of Anchorage 'Page DEPARTMENT OF HEALTH AND HUMAN SERVICES ~' ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744 On-Site Wastewater Disposal System and/or Well Inspection Report Permit Number: .~'/,,~ .,q/O~?~' PID Number: Name; ~lh~ ~ ~ ~1~ ~c~o~ Wastewater System: D New ~ Upgrade Address~y~ ~ ~/v ~n~' Ak ~e~/~ ABSORPTION FIELD Phone: ~No.o~edrooms: ~ Deep Trench ~ Shallow Trench ~Bed ~Mound ~Other ~'~ GPD/Sq. Ft. Lot; ~+ ~O~ ~ ~ ~ /y~' ~ ~Subdiv[s~°n:~'~ ~ ~'~epth to pipe bottom from~,odgi.alo grade: Ft. Gravel depth beneath o.pipe~ Ft. Townsh,~:~ ~ J Range: ~ ~ J Sect~n~ Fill added above original grade: Gravel length: WELL: ~ New D Upgrade Graveldepth: Numbe~flines: ~Dim.cebetwee. lines: ' h O Ft. , ~O Et Classification (Private, A,B,C): Total Depth: Cased To: Total absorption area: Pipe material: Yield:~ Pump Set at:~ Casing Height ~bove Ground: SEPARATION DISTANCES s s~pt~c ~ Holding ~ S.T.~.P. TO Septic Absorption Lift Holding Pub~ic/Pdval Manufacturer: Capacityin gallons: From Tank Fie~d Station Tank ~ewer Lines ~ ~ ~ ~ Sudace Water ~' > ~' - - -- LIFT STATION Lot Size in gallons: J Manufacturer: I Foundation. ~' ~, .- o l 'Pump on" level at: l "Pump ofP' level at: J High wator alarm at: Cudain Pump Make & Mode~ ~ Electrical Inspections peHormed by: Drain Remarks: ~y~ i~11~ ~ ~ BENCH MARK Location and Description: ~6~n~o~e~ by ~(lh~ ~i~ beo~ [AssumedElevati°n:lO~'O~ 14530 Echo Stree~ 2nd la /~/~/ ~c~°~~flt ~aJ[h a~d Human Services approval Reviewed and appr°ved bY 7 ~ Date://-~ ' ~/ . PermitNo. ,.CL~ ~/0~?~ Page ,'~ of 3 Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DI~/ISlON P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744 On-Site Wastewater Disposal System and/or Well Inspection Report LegalDescription: FoRT/ON -f~''/'~., -~C 3~1, 7'I~N/ ~ ~lx./ PIDNo.: OI~TI'OE 3 COR vl~" Flattop Technical a/NC 145~0 Echo Anchorage, Alaska ENGINEER'S SEAL CE-358~ 99516 72-013 A (~J91) MOA 25 Permit No. 5[,u' a) lO Z~ Page ~ * of ~ Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744 On-Site Wastewater Disposal System and/or Well Inspection Report Legal Description: lO0~ No I~O R~'Z. Ot~'Tto"~ "F. N. DR ~FlattoP TecI{n[cal Servic, 14530 E~ho Street Anchoraqe, ~Alaska 9951 PAGE MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 ON-SITE WELL AND WASTEWATER DISPOSAL SYSTEM (UPGRADE) PERMIT PERMIT NUMBER:SW910298 DESIGN ENGINEER:FLATTOP TECHNICAL SERVICES OWNER NAME:SMITH LILLIAN OWNER ADDRESS:9840 CONIFER STREET ANCHORAGE, AL 99516 1 OF DATE ISSUED: 9/23/91 EXPIRATION DATE: 9/23/92 PARCEL ID:01827102 LEGAL DESCRIPTION: T12N R3W SEC 34 PTN SW4 SW4 SW 4 LOT SIZE: 459200 (SQ. FT.) NUMBER OF BEDROOMS: 3 THIS PERMIT: 3 THIS PERMIT IS FOR THE CONTRUCTION OF: DISPOSAL FIELD /SEPTIC TANK / WELL SYSTEM ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH: 1. THE ATTACHED APPROVED DESIGN. 2. ALL REQUIREMENTS SPECIFIED IN ANCHORAGE MUNICIPAL CODE CHAPTERS 15.55 AND 15.65 AND THE STATE OF ALASKA WASTEWATER DISPOSAL REGULATIONS (18AAC72) AND DRINKING WATER REGULATIONS (18AAC80). 3. THE FOLLOWING SPECIAL PROVISIONS. SPECIAL PROVISIONS: RECEIVED BY: DATE DATE OP TEC-HNICAL:,$E THEODORE F. MOORE, P.E. PH: (907) 345-1355 September 18, 1991 M.O.A. DHHS P.O. Box 19-6650 Anchorage, AK 99519 14530 ECHO ST. ANCHORAGE, ALASKA 99516 Dear Sirs: The purpose of this letter is to provide the required design narrative in support of our application for a permit to upgrade the wastewater disposal facilities serving the Lillian Smith residence on a pon/on of the SW 1/4 of Section 34, T12N, R3W, S~M. located on Bay View Drive. Soils logs, perc test results, a site plan, design drawings and specifications are enclosed for your review. The existing 3 bedroom residence was built in the 1960's and is served by an undocumented cesspool which will be abandoned as part of the upgrade. The existing well inside the residence will also be properly abandoned and a new well drilled at the approximate location shown, outside the 100 foot radius from the proposed wastewater disposal system. The proposed system will be constructed in the vicinity of test hole # 3. As can be seen from the soil log, the native material below 5' is a silty sand with a measured perc rate of 9 minutes per inch. Because the material tends to become more densely compacted with increasing depth, we have elected to construct a bed type soil absorption system. Using the soil application rate of 0.5 gpd/sq, ft. specified in the wastewater ordinance, this 3 bedroom residence requires a total absorption area of (3 x 150)/0.5 = 900 square feet. The proposed 25' x 36' bed design has a total absorption area of 900 square feet. The 25' width was chosen instead of the 15' called for in the ordinance to achieve a more compact configuration with less topographic variation as well as being in closer proximity to the test hole. A 3 bedroom replacement site is designated in similar soils in the vicinity of test hole ~4. The topography in the vicinity of the proposed construction is generally level, with a low rise between test holes 3 & 4. The proposed project will bring both the water supply and wastewater disposal systems on this lot into compliance with code. Because of the large size of this lot (approximately 10 acres) the proposed project will have no impact on present or future water supply and wastewater disposal systems se~wing adjacent properties, nor will it have any impact on reserved space/surface and subsurface, or on drainage. Please give me a call at 345-1355 if you have any questions on this submittal. Sincerely, Ted Moore, P.E. FF-NCE {D T,H-~ F' ;$,x34~ I ~E Pz,/~ Cg MgN'f I ABS, I 14530 Ec~_o Street -Anchorage, Alaska 99518 LILLIAN SMITH R£SID£NC~ POI~T~o~ OF' SWY,+, S~c~R-, Tl~Fl, l~: %]TE PLAN ,1° A PLAN VIEW' 5¢ALE'. I'= 9'OTh 5~c"r ~oN A-A SCALE: ~ ~ ~'!~zti6~ Teahni(~ci S6~v.~cJs 14530 Echo Street .~nchorage, Alaskcc 99516 LILLIAN PUtH h~b C~oss- ,5~c'TlOt,4 bATtY: 9/ql ~I6tt~5~ Techhical SefVlC6,~ 14530 Echo Street ;inchorage, Alaska 99516 Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG '-- PERCOLATION TEST T. IL ~*l i PERFORMED FOR: MIKE' I. EOAL DE$CRiPTIO.= POR T/o,q oF SW' ~/~- PT -.' SM 5ANb¥ Zo/~M 2' SANby M.~Ny Co!~RLE~ ./tP?RoX. %" H/JR'b : 17 · '20 comMENTS Township, Range, Section: ~'£E 3~/, '"['/2/~,: J~ 3h/t SLOPE SITE WAS GROUND WATER ENCOUNTERED? NO IF YES, AT WHAT DEPTH? Oepth to Waler Alter /~L'T7 D~"~ Moniloring/ Dale: ~ / I t /~1 ~ Reading Date Gross Net Depth to Net Time Time Water Drop PERCOLATION RATE __ TEST RUN BETWEEN , , Iminutes/inch) PERC HOLE DIAMETER __ FT AND ,, FT ACCORDANCE ~VI~H ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: . .~///~'/~(' · 72-008 (Rev. 4/85) :', pER~OaMEO FO.: MIKE ~i: i i'i' L, AGAL DESCRiPT(ON: POR T/ON oF' .., : t '20 COMMENTS '.:FIdffS~ Technical seiVtc6s 14530 Echo Street Anchorage, Alaska 99516 Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG 'm PERCOLATION TEST CARSON / Ltll,~n _C',..,t~ R~.~. SILT' Township, Range, Section: ~£E 3z/, SLOPE SITE CO~BLE~ WASGROUND WATER ENCOUNTERED? IF YES, AT WHAT (~ DEPTH7 p E Oaplh lo Water Aller Monitoring? Dale: Reading Date Gross Net Depth to Net Time Time Water Drop PERCOLATION RATE __ (minutes/inch) PERC HOLE DIAMETER __ TEST RUN BETWEEN FT AND FT .PERFORMED BY: F'~,/~T/'O/° T~'EI~, SI/(~S, I ,~-~v~''~'~L CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE wI'rH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 72'008 (Rev. 4185) ~IdiiiS~ Technical Seivlces 14530 Echo Street Anchorage, Alaska 99516 Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST PERFORMED FOR; M 1 }{~' LEGAL DESCRIPTION: PO~ T/oN p"F 1 SM 2 ML 3 4 9- 10- 11 12 1,3 14 15 16 17 18- 19- COMMENTS , oF SW V~ sANb¥ SiLT SILT"/ WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT DEPTH? Deplh lo Water A[ler Monitoring? DATE PERFORMED: Township, Range, Section: SLOPE SITE No ~,~ Date: )/lllC)l L 0 Reading Date Gross Net Depth to Net Time Time ('M ,M~) Water Drop ~O It: 22 2~ Yz *~0 11;37:3o 23 ~ ~ I1:52;3o I~ 2l ?/e J ~ PERCOLATION RATE ~, 2 (minutes/inch) PERC HOLE DIAMETER ~" TEST RUN SETWEEN ~';~- FTAND, ~o,~ FT "ERFORMEDBY: .~"LATrOt° T~'CJ{, SI/(~. I --'-~'~~ CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH. ALI. STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 72-008 {Rev, 4/85) .ERFORMED EDP= MIK£ ~lfitt~ Technical Se~vices 14530 Echo Street Anchorage, Alaska 99518 Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG '-- PERCOLATION TEST DATE PE.EORMED: LEGAL DESCRIPTION: POR TIo~ oF Sk/ a/~ 1 2 3 4 5 6 7 8 9- 10- 11 1.3- 14- 15- 16- 17- 18- 19- PT Township, Range, Section: SLOPE WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT (~ DEPTH? p E Depth Io Water Alter Monitoring? Date: .~ I H/~1 SITE .AN Reading Date Gross Net Depth to Net Time Time Water Drop PERCOLATION RATE __ (minutes/inch) PERC HOLE DIAMETER __ TEST RUN BETWEEN FT ARD FT COMMENTS . PERFORMED BY: .~']-~T['O~° T~c~/, SJ./(~S, ' '~ff"-'~ ~,, CERTIFY THAT THIS TEST WAS PERFORMEO IN ACCORDANCE WITH. ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: ¢ ct /O~' /C~// 72-008 (Rev. 4/85) Flattop Technical Services 14530 Echo Street, Anchorage, AK99516 Pbo.e (907)345-1355 Lillian Smith residence Portion of S/W 1/4, Sec. 34, T12N, R3W, S.M. Bayview Drive Water Well Replacement Specifications The existing well inside the residence is to be properly abandoned by removing the pump and cutting the casing off below grade and filling the it with concrete or bentonite grout. A new well is to be drilled on the southeast side of the house in the approximate location shown on the site plan. Care shall be taken in positk~ning the well to ensure that it is at least 100' from the proposed site for the upgraded wastewater disposal system. The minimum desired yield is 3.0 gpm with adequate head above the pump intake to prevent the pump from running dry in normal operation. The well shall have a 6" steel casing extending at least 12 inches above ground level, and be constructed to Municipal standards including a proper well seal and conduit to protect the pump wires. The well shall be fitted with a pitless adaptor and a new waterline connected up to the existing pressure tank. The pump from the original well may be reinstalled in the new well, so long as it is in good condition and of appropriate capacity for the new well. Once the new well is connected to the residence and is fully operational, the installer shall collect water samples and have them tested for total coliform and nitrate-N at an approved testing laboratory. The installer shall provide satisfactory water test results and the driller's log to the engineer at the above address, along with information describing the procedure used to abandon the original well. DEPT. OF ENVIRONMENTAL CONSERVATION ANCHORAGE DISTRICT OFFICE 3601 C STREET, SUITE 322 ANCHORAGE, ALASKA 99503 November 5, 1991 WALTER J, HICKEL, GOVERNOR 563-6775 RECEIVED NOV fi 1991 Mr. Roger J. Shafer, P.E. S & S Engineering 17034 Eagle River Loop, Suite 204 Eagle River, Alaska 99577 I~d C~Sa ,C/ U A chorage Dept. Health & Fluman Services Subject: Lot 9, Block 1, Eagle River Subdivision, Eagle River, Alaska, Class C Public Water System (PWSID Number 217110), Wastewater Disposal System and Waiver Request, ADEC Project Numbers 9121-DW-051 and 9121-WA-016; Review Dear Mr. Shafer: This is in response to your submittal on the above-referenced project in which you address the concerns noted in my May 15, 1991 letter. I have completed my review the submitted information and the office's file on this facility. Based on the results of my review, I have the following comments. My review of the submitted information reveals that there will not be an increase in the peak flow demand placed on the existing water system and in the volume discharged to the existing waetewater disposal system. Therefore, the Department has found the information provided to be satisfactory for allowing a waiver in accordance with 18 AAC 72.035, State Wastewater Disposal Regulations. The separation distance between the existing Class C Public Water System Source Well and the existing on-lot wastewater disposal system has been waived from 150 feet to 105 feet. In addition, the separation distance between the existing Class C Public Water System Source well and the existing wastewater disposal system on Lot 8 has been waived from 150 feet to 115 feet. This waiver will remain valid as long as annual analytical results for Total Coliform Bacteria and Nitrate (as nitrogen) are submitted to this Department. It is recommended that the samples be collected during April of each year. In my May 15, 1991 letter, I assigned Public Water System Identification (PWSID) Number 217110 to the existing Class C Public Water System. Please inform your client that the PWSID Number assigned to the existing public water system will need to be on all analytical data submitted to this Department so that the waiver will remain valid and the results will be properly filed. In addition, it appears that the "Inventory Update Form" Roger Schafer 2 November 5, 1991 noted in my May 15, 1991 was not sent with the letter. Please have your client complete the highlighted areas on the enclosed form and return it to this office. Any changes to the existing public water system or the discharge volume increases above that of a two bedroom bed and breakfast and a one bedroom single family residence will invalidate this waiver. In regards to the existing wastewater disposal system, it appears that the system was installed substantially in accordance with State regulations and guidelines at the time. The results of the adequacy test, also verify that on the day the adequacy test was performed, the wastewater disposal system was accepting the necessary flows. In addition, there will not be an increase in the volume of wastewater being treated and disposed by the existing wastewater disposal system due to the change from a single family residence to a bed and breakfast. Therefore, the wastewater disposal system is approved for the concerns of this Department. The enclosed signed "Approval of On-Site Residential Water and Sewer Systems" constituting this approval, is enclosed for the existing wastewater disposal system. Thank you for your cooperation with this Department. If you have any questions, please do not hesitate to contact me. Sincerely, Keven K. Kleweno Environmental Engineer KKK/cf Enclosure: As Stated well Owner I Lillian Smith Well; Log Alaska Now-' ell DrUlling 12241 Avion Anchorage, Alaska 99516 (907)345-4417 IAA3327 I T 1 2N R'-JzW SEC 34 PTN SW4 SW4 SW PERMIT # S 91029 Borough Subdivision Lot Block Section Na I Township IN Range 80 ,hard pan, lenses gravel, boulders gray-gre-er, clay w/gravel, hard IMerdian Anchorage B,y,,,H'5ior, w 110 170 I 170 Is bedrock, areenstone dE W W 260 I d MUMT UMMMEM- Ft. Below Surface # '1* , i I - silty clay -lenses gravel, cobbles OT 23 sandy, silty, clay w/cobbles 23 37 hard pan, w"cobbles 37 80 ,hard pan, lenses gravel, boulders gray-gre-er, clay w/gravel, hard 80 90 90 110 bedrock, greenstone, seep at top of rock 110 170 bedrock, gray -black 170 200 bedrock, areenstone 1200 260 !bedrock, careens wilenses wfifte 260 4001 lFractures @ 2160-261, seep Fractures C- 365'-370', 1/2 gpm 10-1 1-9 1 Water meter installed. Water running @ 9:30AM @ 6:OOPM water stopped. Water fixture truned off at this time. 10-12-91 At 9:30AMI meter removed from line. Total gallons pumped = 961,5 Well producing 1/2 to 1 GPM Abandonment of existing well was as follows: The well located in a pit within the house was filled with bentonite grout & a steel plate was then welded to the top of the 6" casing. Well Depth (ft) Date of Completion F 400] I 10/4/91] Drilling Method Use Irotary I Idomestic Casing Type [,melded Diameter (in.) Depth Eft.) Weight (lbs; ft) E61 to 1114" 1/2" 17 to Finish of Well Type Diameter I open hole 16" Static Water Level Level (ft.) Date F 881 1 10/9/91 Pumping Level Below T of C (ft.) After (hrs) Pumping (g.p.m) I Grouting Yes Material No Hx Pump H.P. Capacity Type 1 1] 1 51 submersible Setting (ft) 1 3901 Remarks 400+ gallons of storage in well This well was drilled under my jurisdiction and this report is true to the best of my knowledge and belief. Authorized Representative Date Vernon L. Nowell /0'- 70MMERCIAL '~ ,~ ~ ~';~- ,,. · TELEPHONE {907) 561:.2343 ~, DrinklngWater A~alysis Report for Total C0iifo BE COMPLETED BY WATER SUPPLIER SYSTEM TC Day Year ilab ref. no. routine sample ) .-[:] Treated.~t.e.[~ ~Untreated Water SAMPLE LOCATION Time Collected Collected By 91. BACTERIOLOGICAL WATER EAD INSTRUCTIONS COLLECTING SAMPLE Membrahe Filter: Direct Count Verlflootlon: LSB Fecal Coliform Confirmation Final Membrane Reported ay Numerous To Count er Bacteria 000000000000000¢0000 000000~000000 A DI~'ISION OF COMMERC AL TESTING 5633 B STREET ANCHORAGE. ALASKA 99518 TELEPHONE (e071 662-2343 Date ~epo~t P~lnted: OCT 16 Lab ~pl ID~ i ~(O,lO) ~/~ Detected "See Sample l~em~ks ?- ::~ o~o~oo~ooooooooooooo oooooooooo