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Home My WebLink AboutT13N R3W SEC 33 LT 55E /--~UNICIPALITY OF ANCHORAGE~.~ He ~ and Environmental Prot6 ~n Fourth Floor West 825 L Street ' Anchorage, Alaska 99501 264-4720 INSPECTION REPORT ON'SITE SEWAGE DISPOSAL SYSTEM LOCATION LEGAL DESCRIPTION /~/~' ~'~"~'~' ~*~/'J/~'~'~g¢~" -~' Z~ SEPTIC TANK: DISTANCE FROM W E L ~/~¢/ _ INSIDE LENGTH_ MANUFACTURER~/L, INSIDE WIDTH NUMBER OF MATERIAL. COMPARTMENTS ~ LIQUID DEPTH LIQUID CAPACITY/ffg~2 GALLONS. TILE DRAIN FIELD: DISTANCE FROM WEL~--~'//J'.~ FOUNDATION_ /~-~' ~ of Lines / DISTANCE BETWEEN LINES ABSORPTION AREA ~ Z~~ Sq. FI, LENGTH OF EACH LINE DEPTth TOP OF TILE TO FINISH GRADE. ~1 MATERIAL DEPTH OF FILTER BENEATH TILE NEAREST LOT LINE /¢¢ /.OF TOTAL LINELENGTH~¢2 ~" / /¢///~ TRENCH WIDTHS' IN. TOTAL EFFECTIVE IN. ABOVE TILE ¢ IN. SEEPAGE PIT: Log Crib Rings BUILDING FOUNDATION_ DIAMETER -- OR WIDTH ., LENGTH ., DEPTH . Crib Size:] DIAMETER___DEPTH DISTANCE FROM: WELL -- TOTAL EFFECTIVE NEAREST LOT LINE ~ . ABSORPTION AREA (WALL AREA) SQ. FT. Well Class:~.~ Depth: Well Distance To: Lot Line Bldg: Sewer Line: Pipe Materials: ~ of Bedrooms: ~ Installer: Remarks: DATE ~t~ I_, ]-1.4E LENE':~TH ,;:lN FEET;, OF THE TRE:NE:H i HE i._E.f.,ii:~i I iq [:, ]. i',IENS ~[ t]ii'.,l ' '::' . - ................ '~'- ]:~; ,_ ..... Il--it(: [::,E:F'-i'H t:lH' FI t~Ei'4 .H ltl-4 F.. THE 'E:!~[L::.;'I'FINI:::~._:: E:E'l].,.iE[{f-,J "IHE .::,LINF'H...E [:IF THE :;~' ~'.,~:, t::ii'.~E:~ '[HE EFil"¥Eti',i OF' TFI~ E:::.~;[::f':l~,,,:F"l'i~]t:::ii'',i ,'Zi'.,i !.:, f.,iCI ...,1:.1 b.i:i:[:,i'H .F-OR ""- ...... i 111::. I::il-,d::t:,,,:Ei. i::~E-.:i:"i'i-i - q -. : ,: ...... i._ 'i"HE i'"iZNii"il,.ii'~ D, EF:'Ti-i OF:' L~[*I.4,,~__ bh-..iHL~.U~ f'F'iE CdJ"fF:'l::ti....L. F:'iPE' l::li",iD i' i-.~ ~: ' ' " ~ ~. I I _ I E F' "iH E E::-:',Cta',,,'la i' ]: i::tN ,:: ]; N i-.-'iF: E T ::,. F;i F'ME:KdlL:i~. F'L. FIN"I i"tFl"r' E~.L:': iN'.~i;'I'FtLI._EL':' Fl'[ ]'FIE PERP'II'T'iF2E'"~ OF"I"iOi',t i-"OLL~Ob.! .i. I'.,~[:~i E.:L~)NE:' Z '1 l []iN."'.;.;: :L E:. :[ 'i HPZF~'. la C:I..R:~;:~; I OI4'. Z], N'.:SF RPPRCi',/EE:' F'I_RNT I'"tFI"/ IE[E [N2TIFIL.!_ED. ;2. I:::I COWItNU[3LJ% NFIIN-f'EF,~FINCE F-IGREEP'IENT I::2; RE[;!UZRED. IF la I'"IFIIN'TENF:INCE Ft(::~RE:[:~PtE_'HT IrE; NOT KIEPT CURRENT YOU l'qR"¢ BE I~:EI]:!UII;..'EE:, TO EIqI_IRRC'~E THE ':SOIL laE~fi;EIRF"I' ]: ON S"r':5'FEi"t F:INE:,,.'"[]R ~"OI.J i"lFl'-/ E',E St. JE],]EC]' TO PRO'.BECU]'IEIN. b ._.kF ........ iq.'~ I:~F' RN"¢ .':,":''l[r.i'l ~4];THCdJ"I* F']:NRL IN'/SF:'EC"I-];ON FIN[;:' HFFRU HL-- E:"/ l;~["jF'l:':li';:.'tl"tt~:l"ii' !.4)iLL. I:.L 'j:IIE:J'E--'t' TEl F'k'~[-':E'" T]'-~"! :[ I.::ERi i F:''¢ FHF't£ '-1. : I RP'i F:'F:If,I:[L.:[f;IR WITH THE RE(,:!I.J:[REi"IENTS FOR ON-St"f'E 2];EWERS RNB, I.,.IIEL.L~; t::.IEi; :~:;ET F:[)i,,'.'iH E:'¢ 1HE P1LiN]:CIF'RL.'[T"r' OF RNC:HCIRf:IGE. ;¢: i 14ZL_L. J;N~;iFIL. L. THE S'¢S]EPt IN R[::E:ORDFli"~CE .~4]:TH THE C[][)EE;. 2:: .L Lli",tL:,F::F,'.:5]~:-INI) THFf[' THE E~N--:~JZ'IF:~ SEI.4E]4~ SY2;'iEi'¢I f'iR"r' F;~'.Et:¢JiI~'.E [£NLF:IRE~iEfqb'~N'f' IF THE: 14'.F~':-:,Z[L:,t. ENL;E ].:~; P.:[-:]P]O[)F.~L.~-:]t~:, I'0 INCLUE:,E fqlr])~'.E "il-fi:IN 2: .......................... ':: ' .-' September 22, 1977 R&M No. 751239 Bonney Hughes 7221 Chad Anchorage, AK 99502 Subject: Soil Investigation for Sanitary Sewer System, Lot 55E, Campbell Small Tracts, Section 33, T13N, R3W, S.M. Dear MS. Hughes: At your request of September 20, 1977, we conducted a subsurface soils investigation at the proposed location of the sanitary sewer system on the subject lot. This investigation, which was accomplished on September 20, 1977, was conducted within a trench which had been excavated to a depth of 4.5 feet below the existing ground surface. An additional hole was dug by hand in the bottom of the trench to a total depth of 6.75 feet. A sample was taken at the depth shown on the soils log in Drawing A-01. The sample will be held in storage at our lab for approximately six months. The material exposed in the trench was observed by an experienced engineering geologist. The soils encountered in the excavation are shown in the test hole log in Drawing A-01. The symbols used in Drawing A-01 are explained in Drawings B-01 and B-02. This log displays specific conditions encountered at the test location. However, subsurface conditions may vary in other parts of the lot without any apparent surficial evidence of the change. Groundwater was not encountered in the test hole. Bedrock was not encountered. At the time the hole was excavated seasonal frost was not present and permafrost was not encountered. Based on the visual classification of the soil and the requirements set forth by the Municipality of Anchorage, a percolation test is not necessary within the test hole on the subject lot provided that the system is installed above the 6.5 foot level in the material classified as SW. September 22, 1977 Bonney Hughes Page -2- We appreciate this opportunity to be of service to you. Please contact us if you have any questions concerning this letter or if we can be of additional service. Very truly yours, R & M CONSULTANTS, INC. Staff Geologi~F~S~ Jim McCaslin Brown, Ph.D. Head, Earth Science Department gld AttachmentS: Drawings A-01, B-01, B-02 LOCATION SKETCH LOT 55E, Sec. 33, T13N, R3W S.M., Campbell Small Tracts, Anchorage, Alaska House Test Hole Excavation For SeDtic System E 50th Not To Scale Distances shown are approximate and have not been measured by surveying methods. TEST HOLE LOG Scale: 1"=2' 0.0' ORGANIC LAYER 0.5' SILTY SAND W/TRACE GRAVEL (S[4) Brown 2.5I SA~TD W/TRACE SILT . (SW) Coarse, Brown ? CLAYEY SILT SAND & GRAVEL, Stiff, Tan 6.75'T.D. Groundwater was not encountered. This log depicts subsurface soils 'observed within the test hole at the location sho%~n. See Drawings B-01 and B-02 for explanation of symbols. SMH t ~Cr~ONSUI-TAI%ITS' INC, ...................... GRID. PR04. N0. 7.5_ 1239 OWG. NQ A-01 SOILS CLASSIFICATION~ CONSISTENCY AND SYMBOLS CLASSIFICATION: Identification and classification of the soil is accomplished in accordance with the Unified Soil Classification System. Normally, the grain size distribution determines classification of the soil. The soil is defined according to major and minor constituents with the minor elements serving as modifiers ot~ the major elements. For cohesive soils, the clay becomes the principal noun with the other major soil constituents used as modifier; i.e. silty clay, when the clay particles are such that the clay dominates soil properties. Minor soil constituents may be added to the classification breakdown in accordance with the particle size proportion listed below; i.e. sandy silt w/some gravel, trace clay. no call - 0 - 3% trace - 3 - 12% some - 13 - 30% SOIL CONSISTENCY - CRITERIA: Soil consistency as defined below and determined by normal field and laboratory methods applies only to non-frozen material'. For these mater{als, the influence of such factors as soil structure, i.e. fissure systems, shrinkage cracks, slickensides, etc., must be taken into consideration in making any correlation with the consistency values listed below. In permafrost zones, the consistency and strength of frozen soils may vary significantly and unexplainably with ice content, thermal regime and soil type. Cohesionless N*(blows/ft) Relative Density Loose 0 - I0 0 to 40% Medium Dense 10 - 30 40 to 70% Dense 30 - 60 70 to 90% Very Dense - 60 90 to 100% *Standard Penetration "N": Blows per foot o~ a I40-pound hammer falling 30 inches on a 2-inch OD splif-spoon except where noted. Cohesive T- (tsf) Very Soft Soft Stiff Firm Very Firm Hard 0 - 0.25 0.25 - 0.5 0.5 - 1.0 1.0 - 2.0 2.0 -4.0 -4.0 DRILLING SYMBOLS WO: Wash Out WL: Water Level WCI: Wet Cave In DCI: Dry Cave In WS: While Sampling WD: VThile Dr il/ing BCR: Before C~sing Removal ACR: After Casing Removal AB: After Boring TD: Total Depth Note: Water levels indicated on the boring logs are the levels measured in the boring at the times indicated. In pervious unfrozen soils, the indicated elevations are considered to represent actual ground water conditions. In impervious and frozen soils, accurate determinations of ground water elevations cannot be obtained within a limited period of observation and other evidence on ground water elevations and conditions are required. DATE R Engineering ~ GeologiCal Consultants Inc. VANCHORAGE FAIReANN5 ALASKA JUNEAU 3-1-72 [SCALE N/A IowN aY LDS lc. Ko SY GENERAL NOTES GLB IPRO,~. NO. GENERAL Iowe NO. B-OI STANDARD SYMBOLS SANDY SILT SILT GRADING TO SANDY SILT SANDY GRAVEL, SCATTERED COBBLES (ROCK FRAGMENTS) INTERLAYEREO SAND ~ SANDY GRAVEL SILTY CLAY w/TR SANO SAMPLER TYPE SYMBOLS St ..... 1.4" SPLIT SPOON WITH 47~ HAMMER Ss ..... 1.4" SPLIT SPOON WITH 140# HAMMER SI ..... 2.5" SPLIT SPOON WITH 140~ HAMMER Sh ..... 2.5" SPLIT SPOON WITH 540~ HAMMER Sx ..... ;'.0" SPLIT SPOON WITH 140~ HAMMER Sz ..... 1.4" SPLIT SPOON WITH 340~ HAMMER Sp ..... 2.5" SPLIT SPOON, PUSHED Hs ..... 1.4" SPLIT SPOON DRIVEN WITH AIR HAMMER HI ..... 2.5" SPLIT SPOON NOTE: DRIVEN WITH AIR HAMMER SAMPLER TYPES ARE SAMPLE DEPTH. EITHER NOTED ABOVE THE BORING LOG Ts. ~ . . SHELBY TUBE Tm .... MODIFIED SHELBY TUBE Pb..; . PITCHER BARREL Cs .... CORE BARREL WITH SINGLE TUBE Cd .... CORE BARREL WITH DOUBLE TUBE Bs .... BULK SAMPLE A ..... AUGER SAMPLE G ..... GRAB SAMPLE OR ADJACENT TO IT AT THE RESPECTIVE TYPICAL BORING LOG BORING NUMBER-.~.T H. 30- 15 DATE DRILLED-,~.iO_ ?i. 70 SAMPLE~. TYPE%. Ss AFTER BORING. WATER TABLES WHILE DRI££1NG'~ FROZE/ Cd Elev. 274.6 ~ ELEVAT/ON IN FEET All somples Ss''~SAMPLER TYPE O' ORGANIC- MATERIAL I' Consid. Visible Ice 0'-?' JCE-PML ICE -SILT Estimate 65°/0 Visible Ice (~) 9 O, 56.2 °/o, 80.5pcf ~-, M L't' 7~ ~ ST~ATA CHANG~ SANDY SI LT jAPPROXIEATE STRATA CHA~GE LitHe to NoVisible Ice 13L30' Vx ~IC~ DESCRIPTION ~ CLARIFICATION 72, 5~1 °/o, 85 9pcf, 28~ GP (CORPS OF ENGINEERS METHOD) ~ '~ ' ~ ~ ~UN/FIED 0~ FAA CLASSIFICATION ~ ~ ~ ~TEMPERATUR~ °F , ~ ~ ~ DRY DENSITY " · ~ _ 'WAT~ CONTENT ~ BLOWS/FOOT SAMPLE NUMBER ~ ~GENERAUZED SOIL OR ROCK DESCRIPT~O~ LOCAFION ~O ' ~ DNIrL DEPTH WEIGHT~ AVERAGE ADDITIONA~ DATA AVAILABLE ON SUPPLEMENTA~ ~AB ~HEET~ M CONSULTANT$~ INC. OAT~ 2--16-72 ISC~L~ NONE JDWN aY EXPLANATION OF SELECTED SYMBOLS Ins ICH~<OB¥ C~IR JPROJ. NO. RFNFR~.I IDWeNO. B-02' MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH &.HUMAN SERVICES DIVISION OF ENVIRONMENTAL SERVICES CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL OF ON-SITE SEWER AND ~/ATER.FACILITY 264-4744 - ;'' Application Date /~-/)~'-'/ GENERAL INFORMATION (MUST BE COMPLETED PRIOR TO SUBMITTAL) (a) Legal Description (include lot, block, subdivi~cq,,~ction, township, range) Location (address'or dffections) ' ,' ... (b) Properly owne~: ',/Y/O,-Z)-. ..... Telephone: Home Mailing Address "' Business (c) Lending InstitUtion ~ ' , Telephone Mailing Address (d) Real Estate Company~nd Agent /~',~ Address ~[~ Telephone (e) Mail the HAA to the followin~ address: or: Check here ~if hold for pick up. List contact person and day phone number below. TYPE OF RESIDENCE Single-Family ~ Number of Bedrooms WATER SUPPLY Individual Well [] Community [] Public/~' Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. SEWAGE DISPOSAL Onsite/~ Public [] Community [] Holding Tank [] Note: If corn munity well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. Page 1 of 2 72-025 fRev 81861 Front ENGINEERING FIRM PROVIDING INSPECTIONS, TESTS, FILE SEARCH, DATA AND INFORMATION As certified by my seal affixed hereto and as of the validation date shown below, [ verify that my investigation of this Health Authority Approval shows that the on-site water supply and/or wastewater disposal system is safe, functional and adequate for the number of bedrooms and type of structure indicated herein. ~ further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is in compliance with all Municipal ~nd State codes, prdinances, and regulations in effect on the date of this inspection. Name of Firm ,,~/%-"C~' .,~-~.c_ Telephone ~/~J~ ~ Address /~ ~ ~/~ ~ ~ ~, ~,c~,r~,~ ~ ¢¢5~ Date / % ~' / /¢~ DHHS APPROVAL Approved for ~_~-')bedrooms by Approved f'~ Disapproved Terms of Conditional Approval Conditional Date CAUTION The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health Authority Approval certificates based only upon the representations given in paragraph 5 above by an independent professional engineer registered in the State of Alaska. The DHHS does this as a courtesy to purchasers of homes and their lending institutions in order to satisfy certain federal and state requirements. Employees of DHHS do not conduct inspections or analyze data before a certificate is issued. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. MUNICIPALITY OF ANCHORAGE (MOA) HEALTH AUTHORITY APPROVAL (HAA) CHECKLIST - FEBRUARY 1984 Legal Description:/~TL Y'~'~- WELL DATA .~¢,~/J-'"- "l)~-"t'~f' IfA, B, C, D.E.C. Approved (Y/N) Date Completed Yield Cased to. Well Classification Well Log Present (Y/N) Total Depth Static Water Level Casing Height Above Ground Electrical Wiring in Conduit (Y/N) Separation Distances from Well: To Septic/Holding Tank on Lot To Nearest Edge of Absorption Field To Nearest Public Sewer Line ~ Cleanout/Manhole ,- Water Sample C/olle~i~d by Water ~pI~Test Results Depth of Grouting Pump Set At Sanitary Se~I.l~"~asing {Y/N) De.p~ress~on Around Wellhead (Y/N) ..... ; On Adjoining Lots ; On Adjoining Lots To Nearest Public Sewer To Nearest Sewer Service Line on Lot ; Date B. SEPTIC/HOLDING TANK DATA Date Installed Standpipes~N) Air-tight Caps ~?N) Depression over Tank (Y~ Pumping/Maintenance Contract on File (Y/N) Holding Tank High-Water Alarm (Y/N) /IJ//,H Separation Distances from Septic/Holding Tank: Size /'~ ¢~-'~ No. of Compartments '~- Foundation Cleanout (Y/~ Date Last Pumped ~'///.~,/~ ; for /-'f) Temporary Holding Tank Permit (Y/N) To Water-Supply We To Property Line To water Maid/SerVice Line Course"' / To Building Foundation ~' To Disposal Field .5-- / To Stream, Pond, Lake, or Major Drainage Comments Pagb'l of 2 - 72-026 IRev 8/861 Front C, ABSORPTION FIELD DATA Soils Rating in Absorption Strata ,/Z.~'~' Date Installed ~/// 3 z~,/7 7 Width of Field -'~ / '~'/ Square Feet of Absorption Area Depression over Field (Y~.~ Results of Last Adequacy Test '~/'~,,,,~ Separation Distance from Absorption Field: To Water-Supply Well To Building Foundation Lot ¢) ¢' To Water Main/Service Line Type of System Design ./,'~ , o/¢ Length of Field ~5~'~ / ~ Depth of Field u-¢/~, ~ / Gravel Bed Thickness %~' / Standpipes Present ~"~/">N} Date of Last Adequacy Test To Property Line To Existing or Abandoned System on .~ z_~/ ; On Adjoining Lots .~' 'Z.~') / To Cutbank (if present) To Stream/Pond/Lake/or Major Drainage Course To Driveway, Parking Area, or Vehicle Stor.a~e Area Comments / D. LIFT STATION Date Installed Size in Gallons "Pump On" Level at High Water Alarm Level at Tested for Electrical Codes (Y/N) Dimensions .--, .... Manhole/A~ , ,",Pi] u~CTf~evel at ,h)//.1 Vent (Y/N) Pumping Cycles during Adequacy Test, Meets MOA Comments ** Check Permitted Bedroom Rating Against HAA Request ** I certify that I havc..eh eckced, vedLfied, or conformed to all MOA and HAA g uideli nes in effect on the date of this inspection. Si g n e d t~'~'~-~ ~--~'/ Date '~/~/1 ~/~ b~'' Company ¢~C~b~ ~ ~(. MOA NO. 0~ Receipt No. O ?~ '~ Date of Payment L//~ ,'/,~:~" 0C:(¢~ Amount: $ //? ¢ ¢ O Page 2 of 2 72 026 fRov 8/861 8ack ALASKA ENVIRONMENTAL Job Z~'~'~-'~- /~'-~ ~XO -~ ~ CONTROL SERVICES, INC. ~,~,o. / o~ 1200 West 33rd Avenue. Suite B ANCHORAGE. A~SKA 99503 CALCULATED BY ~' /~ c~ DATE (907) 561-5040 CHECKED BY DATE ...... 7" ~ ~ ~ i = ~' ~ ~ ~ ;' ' ~' "~ f ........ ~ MUNICIPALITY OF ANCHORAG~,~, DEPARTM~ OF HEALTH AND ENVIRONMEN ~_ PROTECTION 825 L Street, Anchorag.e, AlasKa 99501 279-251]., ext. 224 or 225 Date Received: August 10, 1977 Time Date -/ 'I:iR APPROVAL OF INDIVIDUAL SEWER AND WATER FACILITIm~ ~/,~_~] " i"' i ~l~'- l~~ LendLn'g Institution Request: Secui~_~a_cific Mortgage Corpora_tj~-----~ Ma~ling Add~:ess: 1011 East Tudor Road, Suite 190Phone: '276-19'.33 3~ '_Property Owner: Tom/Janis Hughes Mailing Address: 2707 East 50th Avenue 99502 ~ .._. .,~__.' Legal Description: T13N R3W Section 33 Lot 55E Phone: 344-39142 4: Single Fancily Residences' (x) Multiple. Family Residence: ( Well System: Ind~v.~au'l well Number of Bedrooms: Three Number of Bedrooms: ( ) Community/P.ublic System (x) ~ Permit Depth of Well Construction~ Sewage Disposal Systemi Bacterial Permit # On-site System (x) Public Utility Installed Installer WelI Log on File Analysis ' Sept:kc Tank Size Manufacturer -~ Absorption Area Soils Rate Material Distances: Well to Septic Tank to Absorption Area to Sewer Line Nearest Lot line Absorption Area to Nearest Lot Line MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 2510 East Tudor Road, Anchorage, Alaska 99504 276-2221 REQUEST FOR APPROVAL OF INDIVIDUAL SEWER and WATER FACILITIES JVJUNICIPALITY OF ANCHORAGE DEPT. OF HEALTH & ENVIRONMENTAL PROTECTION AUG 1 0 1977 RECF..IVf:D 1. Type of Inspection: CMRO 2. Property Owner: Tom & Oanls Hughes VA XX FHA CONV. Mailing Address: 2707 East 50th, Anch, Ak Day Phone: 3. Name of Buyer: R±cky S. ~ Mar[aret J. Adcock Mailing Address: $907 Barbara Drive. Anch AK99503 Day Phone: 4. Name of Lending Institution: SECURITY PACIFIC MORTGAGE CORPORATION Mailing Address: 1011 F,ast Tudor Raad Sutie 190 Phone: 276-1955 5. Name of Realtor or Agent: DOn Sherman- Sherm Inc. Realtors Mailing Address: 2044 E. Northern Lights Phone:_ 276-2565 6. Legal Description: TiSN, RSW, SM, Sec 33 Lot 55E Location: 2707 East 50th Avenue, Anchorage, Alaska 344-3942 272-0675 7. Type of Facility to be Inspected: 8. Water Supply Type of Supply: Public Utility. If Individual, number of dwellings presently served If Individual, depth of well. 9. Sewage Disposal System Type of System: Public Utility If Individual, date of installation single family No. Bdrms. 3 XX ,Individual XX Individual (on-site) 72-003(3/76) Department of Health and Env_~ronmen%al Prchection Reque'st for Approval of IndJ_vidual Sewer and Water Facilities a'l DesqriPtion: T13N R3W Section 33 Lot 55E ~ffadavit Attached: ( ) Letter Attached Approvea :, w- ~ ..... ,/"~ POUCH 6-650 ANCHORAGE, ALASKA 99502 (907) 279-2511 · GEORGE M. SULLIVAAI, MA DEPAI{TMENT OF HEALTII AND ENVIRONMENTAL PROTECTION (825 "L" Street) September 12, 1977 Tom Hughes 2707. East 50th Avenue Anchorage, Alaska 99502 Subject: Lot 55E T12N R3W Section 33 The above subject lot is undocumented as to its individual sewer facilities. This department needs to know the following items. (1) The location and size of the septic tank. tank must have its manhole cover exposed capacity. This septic and pumped for (2) A percolation test must be conducted on the drainfield by one of two(2) methods: (a) Using the percolation test on the drainfield itself or if the drainfield location is unknown; (b) .A percolation test conducted by R & M Consultants Inc. using the septic tank. If this department can be of any fur%her service or if there are any further questions, please contact this office at 264-4720. Sincerely, Cory Willis, R.S. Sanitarian CW/ljh cc: Security Pacific Mortgage 1011 East Tudor Road, Suite Anchorage, 99507 190