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HomeMy WebLinkAboutAJASMI LT 2A,jasmi Lot 2 #050- 561 - 13 DOC CO, dba SULLIVAN WATER WELLS P.O. BOX 670272, CHUGIAK, ALASKA 99567 ,TELEPHONE 688'2759 OWNER OF LAND: ~44..~,~ ~,,~'~4 ~)5~,~,.~,~ LC~;e~I'~'BORE HOLE DATA ADDRESS: LEGAL DESCRI PT10N:"T"t ?/'} DATE: PERMIT NUMBER: T~ IDENTIFICATION NUMBER: Is well I~ at ~pmv~ pe~it I~i~? ~ N° Meth~ of Drilfi~: ~;o~ ~ Cab~ t~l ~pth of welt: ~i~ Ty~ ~ Wall ~ick~s * ~ i~ Diamet~ ~% ~ ~hes. d~th / ~ ~ f~t Un~ Typ~ C~ing Stickup ~e Ground: ~' f~t S~tic ~t~ Level: ~ ~ ~ f~t R~ov~ Rate: J O gpm Ueth~ of T~ti~: ~oll Int~o ~ Serene; 8t~ f~t 8top~ ~t ~ Po~omtims St~ f~t Sto~ [~t Grout Ty~: . V°lumo. m~h: Imm ~ ~t, to ~0 ~t WolI Disin~t~ ~pon ~mp~t~n? ~S ~ Ro I ~;ATC_R C~UAL;';",' TEST;NG Iiform ~'~9 Col/100mL ] N~tmtes i · '~ ~ ~ mg/L I' ' -*'- Driller's Name ATrENTION: It is the responsibility of the property owner to submit a copy of the well log to the proper authority. Municipality of Anchorage: Department of Health & Human Services and/or Department of Environmental Conservatien, MatSu Borough: Department of Environmental Conservation. ,i Developmen? Services Depm.tment Building Safety Division On-Site Water & Wastewater Progn~m 4700 Elmore i~oad P.O. Box 196650 Anchorage, AK 99507 www. murd.or~/onSitg Pump Installation Log Wall Drmin~ P~rmit Number:. SW ///f~'~ Date of Issue: ,;///,~/, ~ Parcel Identification Number:..__ ~-,~,,~ ~" II Property Owner Nme & AddFess: II ~mp ~~ ~ Top ofW~ ~ pump Manufacturer's Name: Pump Modd: '7 ~/Y o ~F Pump Size ~ hp w~n D~f~ upo. Comp~.: ~E] No Method of Dishfecfion: ~.A/,~ ~,~ ,~f~ ~_.~ ~ p,~w~ Commenfs: Attention: The pump installer shzll provide a pump installation log ~o the DSD within 30 days ofpump imtallafion. On-Site Water System Permit MUNICIPALITY OF ANCHORAGE Development Services Department On-Site Water & Wastewater Program 4700 Elmore Road, PO Box 196650 Anchorage, AK 99519-6650 Telephone: (907) 343-7904 Permit Number: OSP111335 Tax Code Number: 05056103000 Work Type: Well Initial Permit Effective Dates: November 16, 2011 to November 15, 2012 Design Engineer: Subdivision: T13N R1E SEC 10 Site Legal Address: T13N R1E SEC 10 S2S2NW4SW4NW4 G:1006 Owner/Address: SMITH BLAINE CEE & AJANGO DEBORAH LIANNE 32789 CUMULUS ROAD EAGLE RIVER AK 995770000 Site Mailing Address: 32789 CUMULUS RD, Eagle River Lot Size in Sq Ft: 118919 Total Bedrooms: 3 This permit is for the construction of: N Disposal Field N SepticTank N Holding Tank N Privy Y Private Well N Water Storage 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 wastewater code requires inspections during the installation. The engineer must notify the Development Services Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 houm). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either: A. Open and Close on the same day. B. Covered, sealed, and heated to prevent freezing. Received By: Issued By: MUNICIPALITY OF ANCHORAGE Community Development Department Development Services Division On-Site Water & Wastewater Program Mayor Dan Sullivan Phone: 907-343-7904 Fax: 907-343-7997 ON-SITE SEWERNVELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. Property owner(s) Mailing address Site address Day phone Legal description (Sub'd., Block & Lot) Legal description (Township, Range & Section) -.~ o~ ~ o'¢N~J~ ~-~ Lot Size ?~)/~-50 .Sq. Ft. Number of Bedrooms THIS APPLICATION IS FOR: (~ all that apply) Absorption Field [] Septic Tank [] Holding Tank [] Privy [] Private Well [] Water Storage [] THIS APPLICATION IS AN: Initial ,~ Upgrade [] Renewal [] THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR: I certify that the above information is correct. I further certify that this application is being made (Signature of property owner or authorized agent) Rush Fees: ~ - ~ Waiver Fees: Date of Payment: I ~ --tL~ - /~ C~'lr..'-'~o~g""/Date of Payment: Receipt Number: ~ ~r ~ ~ ~ Receipt Number: Permit No. ©~i~ \~\'~' Waiver No. G:~Building\On Site\Forms\Client Forms\Permit App_010411 ,doc (Rev. 1/11) Municipality of Anchorage Page / of 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 m~ ~1~,,..~;f4 Wastewater System: ~New ~ Upgrade Phone: ~?~. ~¢~ INo'ofB~r°°m,: ~DeepTre.ch UShaliowT,nch OBed OMoun~ ~Other LE GAL DESCR IPTIO N so, Rating: Total De.th ~rom origin~ grade: I I ~ ~ ~ Ft, ,,, , ,, ~' Pt WELL: N~F~ ~ NeW ~ Upgrade ~mvelwidth; ~ ~lassiflcsfl on {Privat a.A.B.C): Total Depth: Cased To: Total absorption area: Pipe rectorial: Yield: ~u~p S~t at: J Casing Height Above Ground: TAN K SEPARATION DISTANCES ~ Septi~O Holding ~ S.T.E.P. Sudace w,t,, ~' ~ ~, - - - LIFT STATION ~.~. LOt Size ~n gallons: Manufacturer: Foundation ~, ~, _ ...~ _ "pump °n"levelat: J"~umP °fl"'eve' a': I H'gh wa'er a'a" at: Drai~ I BENCH MARK L~ation and Description: I Assumed Election: ENGINEER'S SEAL Department of Health and Human Services approval Reviewed and approved by: ~~ AP, ~ Date: /- PERMIT NO: SW990182 PAGE 2 OF 2 PID NO: 050-561-03 SWING TIES: FROM: COR. "A" COR. "B" TO: $.T.C.O, "C" 37' 50.5' TR. C.O. "D" 63' 61' 32' LONG SOIL ABS. TRENCH W. 6.2' GRAVEL BELOW PIPE DBL C.O. 1000 GALLON SEPTIC TANK GROUND ELEV. 80.1 PLAN VIEW SCALE: 1" = 30' 2'+ SOIL COVER FDN. C.O. ~M ABS. TR. 2" INS: INV. INV. t000 GALLON 86.1' 85.9' SEPTIC TANK BOTTOM TRENCH ELEV. 70.2' BOT. T.H. #1 ELEV. 63.1' DRY 8~5~99 PROFILE VIEW NOT TO SCALE Sll2, SI/2, NWJ/4, SWJI4, NWll4, SECTION 10, TI3N, R1E, S.M. SEPTIC SYSTEM AS-BUILT INSP. REPORT FLATTOP TECHNICAL SERVICES 14530 ECHO STREET ANCHORAGE, ALdkSKA 995 i6 SCALE: AS NOTED DRAWN BY TFM NOVEMBER, 1999 4" DIA. ASTM D-3034 WASTE LINE FM, HOUSE INSTALL 1000 GALLON~ SEPTIC TANK iNSTALL_ I _ I DBL. C.O. ~ I /o~ I CONSTRUCT 32-FOOT LONG SOIL ABSORPTION TRENCH / WITH 6.0 FEET SEWER GRAVEL 4" DIA. ASTM F-810_ ~ ,, / BELOW DISTRIBUTION PIPE PLAN VIEW SCALE: 1" = '10' -CLEANOUT MONITOR TUBE -3' SOIL COVER 3 1 IND FABRIC 4" DIA. PERF. DIST. PIPE -- 1/2" - 2 1/2" SEWER GRAVEL BOTTOM OF EXCAVATION SECTION "A - A" SCALE: 1" = 5' S1/2, S1/2, NWl/4, SW1/4, NWl/4, SEC. 10, T13N, RIE, S.M. SEPTIC SYSTEM PLAN AND CROSS-SECTION FLATTOP TECHNICAL SERVICES 14530 ECHO STREET ANCHORAGE, AK, 99516 sCALE: AS SHOWN DRAWN BY: TFM JULY, 1999 MUNICIPALITY OF ANCHORAGE Department of Health and Human Se~tcea On-Site Services Pragram 825 L Street, Room 502 P.O. Box '~98850, Anchorage, AK 99519-6650 (907) 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Initial Date Issued: Jul 08, 1999 Expiration Date: Jul 07, 2000 Permit Number: 8W990182 Legal Description: T13N RIE SEC 10 S2S2NW4SW4NW4 Design Engineer: 0019 Flattop Technical Services Owner Name: Blaine Smith Owner Address: HC 83-2440 Eagle River, AK 99577- Parcel ID: 050-561-03 Site Address: Lot Size: 1t 8919 SQ. FT. Total Bedrooms: 3 Permit Bedrooms: 3 This permit is for the construction of: [] DlsposalField [] SepticTank [] Holding Tank [] Privy [] Private Well [] Water Storage All construction must be in accordance wlth: 1. The attached approved design. 2. All mqukements 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 engineer must notify DHHS at least 2 hours prior to each inspection. Provide notification by calling (907) 343-4744 ( 24 hours ), ( Not required for a Water Supply Permit only ). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. IssuedBy: ~~t,~'// -~' ~ Date: 7'"~-~' I · THEODORE F. MOORE, P.E. 14530 ECHO ST. PH: (907) 345-1355 ANCHORAGE, ALASKA 99516 July 7, 1999 M.O.A. DHHS P.O. Box 19-6650 Anchorage, Al{ 99519 Dear Sirs: The purpose of this letter is to provide the required design narrative in support of our application for a permit to construct wastewater disposal facilities for a 3-bedroom residence located on the S ½, S ½,, NW IA, SW ¼, NW ¼, Section 10, T13N, R1E, S.M. This property is located on the Eagle River Road just beyond the Chugaeh State Park Visitor Center. Soils logs, pete test results, a site plan, design drawings and specifications are enclosed for your review. The proposed system will be constructed in the vicinity &test hole # 1. As can be seen from the soil log, the native material between 2' and 10 feet below ground level is a sandy silty gravel with a measured perc rate of less than 1 minute pre inch. As I discussed with Donna Meats and Dan Roth on June 4, there is enough silt in the material to eliminate the need for a sand filter in tho design. The presence of the ML stratum between 10 and 12 feet below ground level provides additional prot6ction to groundwater. Using the soil application rate of 1,2 gpd/sq, ft., this 3 bedroom residence requires a total absorption area of(3 x 150)/1.2 = 375 square feet. The proposed 32-foot long trench design with an effective gravel depth of 6 feet has a total absorption area of 384 square feet. The topography of the lot in the area of the proposed construction slopes down towards the southwest at 20%. A site for a replacement field is also shown on the site plan. The proposed project will have no significant impact on present or future water supply and wastewater disposal systems serving adjacent prop0rties, nor will it have any significant 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. INSTALL 1000 GALLON INSTALL ;ITE FOR REPL TR. EXISTING EXISTING SEPTIC WELL ~ FUTURE ~WELL EXISTING CABIN SITE INSTALL FDN. C.G. ASTr¢, D-3034 WASTE LINE cor~STRUCT 32' LONG SOIL ABSORPTION TRENCH WiTH 6.0' SEWER GRAVEL BELOW DISTRIBUTION PIPE VACANT LOT 8112, S1/2, NWII4, SW1t4, NWll4, SEC. 10, TI3N, RIE, S.M. WELL AND SEPTIC SYSTEM SITE PLAN FLATTOP TECHNICAL SERVICES 1 INCH = 50 FEET 14530 ECHO STREET DRAWN BY TFM AblCHORAOE, ALASKA 99516 JUNE, ~999 NOTE: 3'HIS IS NOTA SURVEYED PLAT, , ,ALL LOCATIONS SHOWN ARE APPROXIMATE, 4" OIA. ASTM D-3034 . II WASTE LINE FM. HOUSE INSTALL II 1000 GALLON--~ ~'~--I SEPTIC TANK INSTALL I _ I 9BL C O.~~ I (~ I CONSTRUCT 32-FOOT LONG · · ~ ~ SO~LABSORPTION TRENCH ~,~,.~ ,/~ WITH 6.0 FEET SEWER GRAVEL 4" DIA, ASTM F-810 , ~ / BELOW DISTRIBUTION PIPE PERF. DIST. PIPE '~ "A" [--~- Il ~ BETW, 2.5' & O.5' BELOW GROUND LEVEL PLAN VIEW SCALE: 1" = 10' 3 1 -CLEANOUT MONITOR TUBE SOIL COVER ,~AL GROUND 4" DIA. PERF. DIST. PIPE -- 1/2"- 2 1/2" SEWER GRAVEL BOTTOM OF EXCAVATION SECTION "A - A" SCALE: 1" = 5' S1/2, S1/2, NWl/4, SW1/4, NWl/4, SEC. 10, T13N, R1E, S.M. SEPTIC SYSTEM PLAN AND CROSS-SECTION FLATTOP TECI-INICAL SERVICES SCALE: AS SHOWN 14530 ECHO STREET DRAWN BY: TFM ANCHORAGE, AK, 99516 JULY, 1999 TEST HOLE# ! ] FLATTOP TECHNICAL SERVICES 14530 ECHO ST. ANCHORAGE, ALASKA 99516 SOILS LOG -- PERCOLATION TEST LEGAL DESCRIPTION: S1/2, S1/2, NW 1/4, SW 1/4, NW 1/4, Sec. 10, T13N, R1E, S.M. DATE PERFORMED: PERFORMED FOR: Jug 3~ lg99 Blaine Smith DEPTH -- Pt. (feet) SM Sandy loam 5 GPIGM Sandy silty gravel Damp, many cobbles SLOPE SITE PLAN #1 ML Gravelly silt wet Depth to Groundwater Date No Groundwater 6/3199 Monitor tube dry 6113/99 GP/GM Sandy, silty gravel Similar to above but more silty Date Reading Clock Net Time Percorneter Net Drop Time (minutes) Reading (inches) 6/3 10 ga!~on 13re-sm'k 11:20:40 23 5/8 '-- 1-1-:21:12 3-2~e-~---" 21 --- !-~5T8 -- 11:21:27 15sec 20 1 11:21:45 18sec 19 1 j 11:22:04 19 sec 18 1 11:22:28 24sec 17 1 PERCOLATION RATE <<1 (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN 5.5 FTAND 6.0 FT COMMENTS: Small roots extend down to level of perc bench. During perc test the addition of 10 gallons of water as fast as it could be poured caused a maximum depth of 8 inches in parc hole. Per 6~4~99 discussion with Dan Roth & Donna Mears, no sand fleer required. PERFORMED BY FLA'ITOP TECHNICAL SERVICES. I ¢..~ ~ CERTIFYTHAT THIS TESTWAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: Flattop Technical Services 14530 Echo Street, Anchorage, AK 99516 Phone (907) 345-1355 S %, S 1/z, NW 1/a, SW 1/a, NW 11, Sec. 10, TON, RIE, S.M. Mile 12.5, Eagle River Road. Wastewater disposal system installation Specifications 1.0 General: 1.1 The scope of the project consists of installation of a 1000 gallon septic tank followed by a 32 - foot long soil absorption trench containing a total of 6.5 feet of sewer gravel. 1.2 Construction shall be as depicted on the approved site plan and design drawings. Minor deviations from these drawings may be allowed or required by the engineer conducting the inspections. All construction procedures and material specifications shall conform to Municipal and State requirements. All separation distances shall be in conformance with Municipal requirements, unless specifically waived. 1.3 The contractor shall be responsible to obtain any necessary utility locates, and to work around any buried utilities. 1.4 The contractor shall provide adequate cover material and rough grading over all system components to ensure that proper drainage is achieved after settlement and that there are no residual depressions. Insofar as possible the contractor shall minimize damage to trees and existing lawn areas. 1.5 Unless specifically agreed otherwise, the homeowner shall be responsible for finish grading after the soil is compacted, as well as placement of topsoil and reseeding all areas disturbed by the construction. 2.0 Septic Tank: 2.1 The new 1000 gallon, 2 compartment septic tank shall be Municipally approved and shall be set level on undisturbed soil. Each compartment shall be equipped with a watertight manhole cover and a 4" cleanout. If the tank is buried less than 4 feet, it shall be insulated with 2 inches of approved burial type, rigid insulation. 2.2 All pipe connections to the tank shall be equipped with waterproof mechanical couplings. The waste line from the residence to the septic tank shall have a minimum slope of 1/4"' per foot, and the waste line between the tank and the soil absorption system shall have a minimum slope of 1/8" per foot. A cleanout shall be installed within 5 feet of the building foundation, and a double cleanout shall be installed within 5 feet downstream of the septic tank. 3.0 Soil absorption system: 3.1 The soil absorption system shall be constructed by excavating a 32 foot -long trench to a total depth of 8.5 feet below ground level. The long axis of the trench shall be parallel to a natural contour of the ground. Care shall betaken to ensure that the south end of the trench is at least 10 feet from the property line. 3.2 The bottom of the excavation shall be level. Any compacted or smeared surfaces shall be raked to allow proper infiltration. 3.3 A total of 6.5 feet of approved sewer gravel shall be placed in the bottom of the excavation with the perforated distribution pipes laid level such that the pipe inverts are no less than 6.0 feet above the bottom of the sewer gravel. Sewer gravel shall be 0.5" - 2.5" screened gravel, with less than 3% passing the #200 sieve. 3.4 Monitor tubes and cleanout pipes shall be of 4" diameter and installed in the locations shown on the design drawings. The portion of the monitor tube extending through the sewer gravel shall be perforated. 3.5 Approved filter fabric shall be placed over the entire top surface of the sewer gravel. A minimum of 2 feet of soil cover is to be placed over the filter fabric. If the soil cover thickness is less than 3 feet, two inches of rigid, burial type insulation is to be placed over the entire top surface of the gravel, in addition to the filter fabric. 3.6 The top surface of the cover material shall be raised a minimum of 6 inches higher than the surrounding terrain to allow for subsequent settlement, and shall be graded to smooth contours. Fill slopes shall be no steeper than 3:1. 3.7 Unless specifically agreed otherwise the homeowner shall be responsible for arranging to have the site finish graded after the backfill material has stabilized, and for placement of adequate topsoil and seed to promote rapid revegetation of all areas disturbed by the construction. 4.0 Inspections: 5.1 A minimum of 4 engineering inspections will be required during the course of the project: (1) initial stakeout with the contractor to establish the location of the system and to discuss the plans, specifications and construction procedures, (2) after the native material has been excavated to expose the infiltrative surface to ensure that it is level and at the right elevation, and conforms with the soil test information, (3) after the sewer gravel is in place and the distribution pipes have been laid and connected up to the septic tank, but prior to placement of insulation or filter fabric, and (4) after rough backfill and grading is complete. The septic tank requires one inspection after it is set level and the piping connected, but prior to backfill. This inspection may be incorporated with any of the above inspections. 4.2 The installer shall coordinate the timing of the inspections with the engineer sufficiently far in advance to ensure the availability of the engineer. Municipality of Anchorage CD�- Department of Health and Human Services. �fhl'15 Tom Fink, 825 "L" Street Mayor P.O. Box 196650 Anchorage, Alaska 99519-6650 343-4744 January 9, 1989 Al Brooks 13671 Sunset View Circle Anchorage, Alaska 99515 i� Subject: T13N R1E Section S 2 S-1-2 NW4 SW4 NW4 Permit #880150, PID #050-561-03 A permit issued by this Department for an individual well and/or on-site sewer system has expired as of December 31, 1988. Permits are issued on a calendar year basis by authority of Municipal Ordinance. A new permit must be obtained from this Department for any well and/or on-site sewer system not installed by the expiration date. If you have drilled the well, a well log needs to be sent to this Department for documentation of the installation and to close the permit. If a private engineer inspected the installation of the on-site sewer system, the original as -built inspection report (three-part form) must be sent to this office for review and approval, and for documentation. When applying for a new permit, the fees are: $90.00 for an on-site sewer permit; $50.00 for a well permit; $140.00 for a combined sewer and well permit. If there are any further questions, please call this office at 343-4744. Sincerely, Daniel J. oth Acting Program Manager On-site Services Section DJR/ljw enc: Copy of Permit 1:;~;67:1. ,C3LJIq!=3El' VE): N (','R.. ]Day PhorJe: Eac:h !~ep'L :i.~: 'Lank(s) <: 4.0 Log ]:NS'f'AI..L. PE:R li~]N(".")IlxlE~.EFIS I)E~I('.iI',I!. A TREI~ICI,4 TYPE ABSDRF~'T');Olkl SYS'I'IEI~I,, ..li.~I',~(:3TH'~ :;~.~;f!iJ', (?~I",;:¢~VI~.'I.,. Dli:]::)TH.~ ,4'~ I'q¢iXIHI,,lM ];)J~;I;:)'l'l"lll ~-il'. 'rl. lI!~i J=.l~f.~lVl.1."f' ',ICI"[' ][ I='Y DI.,IHS I;'~J-'~ ]: OF4 TI:] I~t..L,. ]; N!~ll'::'lii;C'f' )~ ONS., ]: CEF('f'IF:¥ 'I"HAT,'t Municipality of Anchorage ~ ~ I DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 (//~-~'~.~'~'~"'~,;'"'~,? ,g?.~ J SOILS LOG ~ PERCOLATION TEST ~ ~-. ]~:~ ' ~' I - .... I LEGAL DESCRiPTiON:~)~, ~tJ%, ~ ?~ t/~ i¢~l~T°wnship' Range' Secti°n:. ~[~ ~, ~t ~ ~, ~O SLOPE SITE PLaN ~ 6- 7 8 9 10 WAS GROUND WATER p,~ ENCOUNTEREI3? 11 s L IF YES, AT WHAT O 12 Oe~lh Io Waler A~ , Reading {:)ate Gross Net Depth to Net Time Time Water Drop 14- 15- 16- 17 18 19 2O PERCOLATION RATE '~ ,'~3 (minutes/inch) PERC HOLE DIAMETER (~ '1 TEST RUN BETWEEN ~ND ."7 FT CO,MMENTS J / 17034 Eagle R,~e~ Leap Road No. 2~ ~ ~~ PERFORME BY; .... ~ CERTIFYTHAT THI TEST ~agle ~,ver,.,.*~ ...... ~~ ~ rHl~ W~ PERFORMED IN 72-008 (Rev. 4/~) / ' /