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Home My WebLink AboutFROSTAD LT 31411bSotQxS 4a k · . -. 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: .~l/J~tlC~:~PID Number: ~ ~ Na.~e~ Wastewater System: ~ew D Upgrade · ~l ~. ~~ ~ ~D ~~ ABSORPTION FIELD =hone: IN°'°fBe?~ms: ~ Deep Trench ~ Shallow Trench ~Bed~ound ~Other LEGAL DESCRIPTION ~ So..~n~: ~~~ ~tal Depth from original grade: c~ Ft. Lot: ~ Bio Subdivision: Depth to pipe bottom from original grade: Gravel depth beneath pipe added above original grade:. Gravel length: TownshiP: ~ Range: ~ Sect,on: Fill ~.~ Ft. ~ Ft. WELL: D New D Upgrade Gravel~;pt~:~ · 1~~ Number of lines: IOistance~nlines: Classification (Private, A,B,C): Total Depth: Cased To: Total absorption area: Pipe ~atertal:~[~ ~. ~. ~so. ~,. ~ ~riller: Date Drilled: Static Water Level: Ins~~~ Ft. Yield: ~ Pump Set at: I ~sing Height Above Ground: TAN K GPM Ft. ~ Ft. 'SEPARATION DISTANCES ~eptic ~ Holding ~ S,T.E,P.' To Septic Abso~tion Lift Holding Publi~Private Manufacturer: Capacity In gallons: :rom Tank Field Station ,.nk SewerLinee k~~¢ ~~ Number of Compadments: Well ! ~ j I I ~ j ~ ~' ~ Material~ ~ Sudace ~ ~ water I~'~ I~ LIFT STATION Lot IO ' ~ tO'~ ~ ~ s,~ ~. g~,,on.: ~ u~.ufac,~.~: Line ~ Electrical Inspections pedormed by: Cu~ain ~ . .emar~: ~T,[~ ~P ~>~"~ SENCH aARK ,_ .__ _ 17034 E~le River L~p ~d. ~=,~ ~ .~ ~ .. ~ . P = ' " 2nd~ ~% ~ER]~SHAFER Department of Heal~.~n~ Human Se~ices approval ,,~x-.. Reviewea a.a ~pp~ovea ~y: ~ ~ Date: /- ~ - ~ 72-013 (1191) MOA 25 Perr~it No. '~/,'~ ~ I ~.~Jo~r_ 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~~-~~ ~~.~ J.~4~r~ ~ . 72-013 A (Rev. 9/91) MOA 25 ,~ 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 PERMIT PAGE 1 OF 1 PERMIT NUMBER:SWg10287 DATE ISSUED: 9/12/91 DESIGN ENGINEER:FLATTOP TECHNICAL SERVICES EXPIRATION DATE: 9/12/92 OWNER NAME:FORREST KIMBALL /~.~7R~ 3~-~a" OWNER ADDRESS:201 E. 56TH SUITE 350 ANCHORAGE, ALASKA 99518 PARCEL ID:01742129 LEGAL DESCRIPTION: FROSTAD LT 3 LOT SIZE: 73290 (SQ. FT.) NUMBER OF BEDROOMS: ~'THIS PERMIT: / ~ THIS PERMIT IS FOR THE CONTRUCTION OF: DISPOSAL FIELD / 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: ISSUED BY: CIYH. & ENVIRONMENTAL ENGINEERLNG ,* ENERGY CONSERVATION & ANALYSIS THEODORE F. MOORE, P.E. 14530 ECHO ST. PH: (907) 345-1355 September 10, 1991 ANCHORAGE, ALASKA 99516 M.O.A. DHHS P.O. Box 19-6650 ' Anchorage, AK 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 on Lot 3 of Frostad S/D, located on Rya Road. Soils logs, pert test results, a site plan, design drawings and specifications are enclosed for your review. The proposed system will be constructed in the vicinity of test hole # 1. As can be seen from the soil log, the native material between 1.5' and 6' in depth is a slightly silty sand with a measured pert rate varying from 1 to 2 minutes per inch. We have conservatively based the design on the soil application rate specified for filter sand. Using the soil application rate of 0.7 gpd/sq, ft. specified in the wastewater ordinance, this 3 bedroom residence will require a total absorption area of (3 x 150)/0.7 = 643 square feet. The proposed 15' x 43' design has a total absorption area of 645 sq~u. are feet. An equal sized reserve area is designated in the vicinity of test hole #2. The topography of the lot slopes to the west at 15%. The proposed project will have no impact on present or future water supply and wastewater disposal systems serving 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 qu, estions on this submittal. Sincerely, Ted Moore, P.E. 0 J N '~' 2.5' O<--. t,4.T. ,S" ~" PERF 15' ¢. C,O. 5 ' MONTUBEtToR' .;....~O I PLAN VIEW I'-- I0~ SEPTIC 'rANI< ~, Ho14 -PERF ~LOPE CovER ' ' Ex~VA~E Lo~ -- ' ~ SP/S~ ~olL J' DEEP SECTIOH A - A SCALE: 1"--,5" _.Fl. attS'~ T~hi~ic~l S~ices 14530 Echo Street Anchorage, Alaska 99516 LOT 3 1:'P-,OS'TAD SOIL ABSORPTION PLAN ANb CRoss SECT IoN SCALI~ ' As bATE: Flattop Technical Services 14530 Echo Street, Anchorage, AK 99516 Phone (907) 345-1355 1.0 General: Lot 3, Frostad S/D Rya Road, Anchorage Wastewater disposal system installation Specifications 1.1 The scope of the project consists of the installation of a 1000 gallon septic tank followed by a 15' wide by 43' long soil absorption bed. 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 with Municipal and State requirements. 1.3 All separation ~stances shall be in conformance with Municipal requirements, unless specifically waived. 1.4 The contractor shall be responsible to obtain any necessary utility locates, and to work around any buffed utilities. 2.0 Septic Tank: 2.1 The 1000 gallon septic tank shall be Municipally approved with a minimum of two compartments, 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 stripping off the surface peat and sandy loam strata to expose the top of a slightly silty sand stratum at a depth of approximately 1.5 feet. A level bed bottom shall be created in this material at a depth of 3.0 feet below the original ground level on the uphill side of the soil absorption bed. The bottom surface on the downhill side of the bed may be built up as -necessary with excess sand removed in creating other portions of the bed. 3.2 A total of 1.0 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 inches 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. 3.3 Monitor tubes an'd 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. 3.4 Approved filter fabric shall be placed over the entire top surface of the sewer gravel. 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. A minimum of 2 feet of soil cover is to be placed over the insulation, with the top 4 inches being topsoil. 3.5 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. Final seeding shall be the responsibility of the homeowner. 4.0 Inspections: 4.1 A total 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 fight 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 and filter fabric, and (4) after final backf'dl 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. PERFORMED FOR:. Techni~a! Se~:vices , 14530 Echo Street , :/~Chorage, .Alaska 99516 Municipality of Anchorage DEPARTM'EN:I' OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG "-- PERCOLATION TEST ~t~8,~tLL F'oI~' R E ~'T' DATE PERFORMED: LEGAL DESCRIPTION: -/ PT 1 St~ REbb tSfi 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19~ Lo^lYf 5P/5~ SLiGH'[L'{ SILTY SA/Cb (LENSES oF CLEANE~ (~P') hi,lb SJ/.-TJEP-,. (..~L'~ HATEi~A L SILTY WAS GROUND WATER ENCOUNTERED? _ N IF YES, AT WHAT DEPTH? Township, Range, Section: B.H: SLOPE Depth to Water After ~/' ~' Monitoring? ~)RY Date: $L2.'7 Reading PRESOMc SITE I~LAN SE[.." $1T - .., . PL, A 1J Date Gross Time ~..31 Net Time e + H~.o ~': 5q: 30 5: ~7: $o 3 Depth to Water 2~ 22 t H~o 5:38 23 $:4! $:q1:3o 3 PERCOLATION RATE , ~ TEST RUN BETWEEN .. !,..~' -- FT AND .. COMMENTS_ PERFORMED BY: FLATTOP l'~'cg. ,SVC% t~.__~"/l.e-~,~c._,,_= ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. 72-008 (Rev. 4./85) (m,nutes/inch) PERC HOLE DIAMETER ~- FT Net Drop CERTIFY THAT THIS TEST WAS PERFORMED IN DATE: ~ / ~fO /9/ PERFORMED FOR:, ~tb-15 Techni~a! Services .. ~ · 14530 Echo Street , 2[fi~horage, .Al.aska 99516 Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG "~ PERCOLATION TEST J~It~B~LL F'o i~' R EST' DATE PERFORMED: LEGAL DESCRIPTION: L 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18. 2O FRoS'TAD 5~ E'EbD~$~ 5AHD'.! Lo~P1 COMMENTS. THIS PER(; 'TEST BECoPuN G I~E~$E~ WITH INCREAGI~/G 5~L'rY 5,~Nb WAS GROUND WATER ENCOUNTERED? N SLOPE Township, Range, Section: 5'£C. 2~' T 12 SITE r~LAN IF YES, AT WHAT DEPTH? SE[..' SITI- PLA Deplh Io Waler After j~/' T: Monitoring? ~R~ Dale:., Reading Date Gross Net Depth to Time Time Water 3:22 2v ~o START -I. 3:25:$o ~:2q;3o ~:3ur 21 2! 2 2 21 '/,~ ' ! Net Drop PERCOLATION RATE TEST RUN BETWEEN '~oN E; NE;X'T T° I (m~nutes/inch) PERC HOLE DIAMETER "~ FTAND 3.,.5" .ET PERFORMED BY: FLATTOP 'rE'c/4, 5VC~ , ~?-..~ ~ ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFEC'I ON THIS DATE. 72-008 (Rev. 4/85} CERTIFY THAT THIS TEST WAS PERFORMED IN DATE: J/'10/~( S~pt~mb~r 8, 1992 ROBERT SHAFER, P.E. ROGER SHAFER, P.E. CIVIL ENGINEERS (907) 694-2979 FAX 694-1211 HEALTH AUTHORITY APPROVALS SEWER & WATER MAIN EXTENSIONS SEWER & WATER INSPECTION ENGINEERING STUDIES AND REPORTS WELL INSPECTION & FLOW TEST SITE PLANS ROAD DESIGN SOIL TEST PERCOLATION TEST STRUCTURAL & MECHANICAL INSPECTIONS ON SITE WASTE WATER DISPOSAL SYSTEM DESIGN SUSAN OSWALT Mu,icipality of Anchorag~ DEPARTMENT OF HEALTH AND HU~N SERVICES 825 L Str~t P.O. Box 196650 A~chorage., Alaska 99519-6650 REFERENCE: Lot 3; Fro6tad Subdivi6ion Permit # SW910287 RECEIVED SEP 8 1992 lv;u:~:c,pahZy ut Anc Dept. Health & ~4.,.,.~_h..°rag. e D~r Su6an, P~r our l~tt~r dated July 28, 1992 w~ hav~ performed a p~rcola~on t~6t on th~ ML so~ lay~ ~ 6 ft. d~p ~ d~pi~ on th~ 6o~ log6 bE Fl~op T~ch~ S~vic~ ~d Aught 20, 1991. W~ hav~ found th~ perco~on rat~ of t~ ~o~ ~ b~ g~ t~n~i~ p~ ~., Th~for~, w~ ~v~ d~v~op~d a n~ plan and prof~} of th~ propo6~d ~p~c l~chfi~d for ~our r~vi~ a~ approve., ~J.~ At t~6 ~ I ~o w~h to lnfo~ Vou t~6 ls an own~ ln6~ H~ ~ on-6~ w~h ~q~pm~, th~for~, Vo~ ~xp~ r~vi~ a~ r~plv wo~d b~ Sincerely, ROGER J.. SHAFER, P.~E., RJS/gm 17034 EAGLE RIVER LOOP, SUITE 204, EAGLE RIVER, ALASKA 99577 ~INII'I D.F_.. e.~A'I '._ .. UPNIU. ~:lbE. f RECEIVED 8EP 8 1992 :'4u ~.c.pal :¥ ul Ai,cr~orage l).~pt. Health & Human Servic~ HEALTH AUTHORITY APPROVALS SEWER & WATER MAIN EXTENSIONS SEWER & WATER INSPECTION ENGINEERING STUDIES AND REPORTS WELL INSPECTION & FLOW TEST SITE PLANS ROAD DESIGN SOIL TEST PERCOLATION TEST STRUCTURAL & MECHANICAL INSPECTIONS ON SITE WASTE WATER OtSPOSAt. SYSTEM DESIGN ROBERT SHAFER, P.E. ROGER SHAFER, P.E. July 28, 1992 CIVIL ENGINEERS (907) 694-2979 FAX 694-1211 Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES 825 L Street Anchorage, Alaska 99501 REFERENCE: Lot 3; Frostad Subdivision Permit #SW910287 RECEIVED JUL 2 8 1992 Municipality of Anchorage Dept, Health & Human Services Request you upgrade the referenced permit to a four bedroom capacity. The proposed septic system was originally designed by Flattop Technical Services. We feel the original design is suitable for a four bedroom house. However, the dimensions are to be increased to 15' x 58', to accomodate the increased estimated daily flow demand. There is a poorer ML soil layer noted during the original soil testing. The permeability of the layer is of concern. At this time we propose the percolation of the soil to verify permeability. If the percolation rate is greater than 60 minutes per inch, a sand filter is to be installed in the bottom of the absorption bed to achieve a 6' separation to an impermeable layer. If you have any questions or require additional information for your review, please contact us. Sincerely, ROGER J. SHAF~R, P.E. RJS/tv 17034 EAGLE RIVER LOOP, SUITE 204, EAGLE RIVER, ALASKA 99577 MUNICIPAl ANCHORAGE-:; AU' ~BEDRO NOTIqE:;; : if . commun ~te'ADEC! ,WASTEWATER !OS ommun commun q,',.! ~*atteStin 72-025 (Rev:1~91) Front MOA#21 ' - Legal Description: /---'=:'~- Municipality of Anchorage, Department of Health and Human Services HEALTH AUTHORITY ~APPROVAL CHECKLIST ..~ ~'/~=577'~ -'~=v/c'-~ Parcel I.D. A. Well Data Well type Log preset) Total depth Sanitary sea~)~l)~' If A, B, or C, attach ADEC letter. ADEC water system number Date completed p//z.?//~? 2_...i Driller' .~'~,.-~ ,C,,,~I/..r_./,~G Cased to /----~O" ~.. Casing height / Wires properly protected~N)' WI Date of test static water level Well tlow Pump level1 FROM WELL LOG SEPARATION DISTANCES FROM WELL TO: Septi~ank on lot [ O// Absorption field on lot / Z.O ' g.p.m. ; On adjacent lots ; On adjacent lots AT INSPECTION Public sewer main sewer service line ~'~ /'/'- ' WATER SAMPLE RESULTS: Coliform (~//00/,~.~...~ Nitrate Date of sample: 0 _~/(_.) 2--/ SEPTI~TANK DATA pUblic sewer manh01e/cleanout Petroleum tank Cleanouts ~_.J~) ~/~:~.~ Foundation cleanout~N) High water alarm (Y~"~ ,,,L Jo Alarm tested (Y/N,) ' SEPARATION DISTANCES FROM sEpTIC/~ TANK TO: Well(s)on lot / ~ / [ On adjacent lots / O~ [~ Compartments ~ Depression (Y~) To property line /~_~ r./..._ Absorption field Sudacewater/drainage /O(.~ ~ . 72-026 (3/93)* Fro~t Water main/service line · .. 05xO3x~J4 1G:2G CT~E ENVIRONMENTAL LAB SERVICES NO. SG? Q~ Commercial Testing & Engineering Co. Environmental Laboratory Services ClicntName S & S ENGINEERING Ordered By R. SHAFEK Froject Name Project~/ PWSID UA LABORATORY ANALYSIS REPORT RUSH Order 7'7927 Printed Dalc 05/03/94 @ 09:41 Collected D,~lc I)5/02/94 ~08;30 Rccci~ ~ste 05102194 ~ 09:15 'l~clmical I~rector S~PI~N C. Sample Re~na~ks: SAMPLE COLLECT~DBY: S.S. Nitrate-N 4.65 Qual Units Allowable I.,:x't. At'~l Mctliod Limits Date Date mg/L EPA 353.2/300.0 10 05/03/94 M( '5. * See Special lnsttuztion s Abovc ** See Sample Remarks Abovc U = !hdetectcds Reportedvalu~ is thc practical quantifi cation limit. D =~Sccon;hry dilution. UA ='Unavailsblc ~ = No t Analyzed LT =Lcss 'lkan 6833 B Street, Anchorage, AK 99618-1600 ~ Tel: (907).562-2343 Fax: (907) 561-5301 · ' ' ENVIRONMENTAl. FACILITIES IN ALASKA. COLORADO, FLORIDA. ILLINOIS, MARYLAND, NEW JERSEY. OHIO, UTAH. WEST VIRGINIA.