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Home My WebLink AboutT12N R3W SEC 22 LT 48 S2T12N, R3W Section 22 S2, Lot 48 #015-142-31 Municipality of Anch0rage Page I of 3 · 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:. SW990097 PID Number: 015-142-31 Naffle:Sandy K. Potter Wastewater System: ~ New [] Upgrade ^~fe~:P.O. ]]ox 111313 Anch., AK 99511 ABSORPTION FIELD p~o~e: 346-2004 ' Three I~ Deep Trench r"l Shallow Trench I-IBed r'lMound "1Other LEGAL DESCRIPTION WELl' [] New Existing rL rt. 1,073 so.r, ~STM D30~4 PV~ Ft. Acrea(~e SYstems 5/25,26/99 SEPARATION DISTANCES I~ s~,~¢ [3 Ho,d~.g ~ s.~.£.P. ,mm ~ r~ s,.~o. ~r,.~ s~,~u~ Anchorage Tank I ~ 000 Well- >100' >100' N/A N/A N/A Material: Steel Tw9 sudace >100' >100' N/A N/A N/A LIFT STATION - N/A Lot Line '. 3 Foundation None qoted On Lot iPumpMa~e&lda3~el IFJ~.=dcaltns~mp~om~U~- Curtain Drain I BENCH MARK Remarks: See ~etter Reqard[n~ Distance From Foundation To Tank. Top o£ ~oundation Wall at Corner A. Inspecti0nspedormedby: ~I'A Dates:,,, 5/25/99 ~-~~~_~ Department of Heal!h and t-lumen Services approval 9h'~k....~4~...:,~..~ Reviewed and appr0ved by: ~ Oate:/-/I-~O Municipality of Anchorage Page 2 of 3 DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 Anchorage, AK 99519-6650 343-4744 On-Site Wastewater Disposal System or Well Inspection Report Permit Number SW990097 30' I - · N 00°01'00"W 165.08' PID No. 015-142-31 BARONIK. '°- "· STREET Site S1 S2 H1 C4 C5 A 13.5 18.8 28.4 40.3 B C 14.4 14.7 21.9 55.8 38.3 29.9 Existing Well AS;BUILT '., SCALE 1" = 60' ,! · N 00002'00"W 165.08' BIRCH ROAD 'Municipality of Anchorage Page 3 of 3 DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 Anchorage, AK 99519-6650 343-4744 On-Site Wastewater Disposal System or Well Inspection Report Permit Number SW990097 PID No. 015-142-31 93.6 / 96.8 Geotextile ~Drainfield 87.2 ' / 89.4' Fabric il~ Rock 81.0 I ANDERSON ENGINEERING P.O. BOX240773 ANCHORAGE, AK 99524 522-7773 522-6779 (FAX) MEMORANDUM DATE: TO: FROM: SUBJECT: December 10, 1999 On Site Services Engineer Mike Anderson, P.E. 7'~ ~ South ~ Lot 48, Section 22, T12N, R3W Septic System As-Built Septic Tank to Foundation Separation Distance The as-built for the septic system on the subject lot shows the septic tank approximately 3' from the house foundation, The septic system was constructed in the late May of this year and the foundation placed later in the summer. The primary foundation for the house is located more than 5' from the tank.. The cantilevered 3' X 11' section of the house, however is only 3' from the tank. The structural loads to this area were designed to be carded by the pdmary house foundation, The builder apparently made a field decision to place a foundation under this cantilevered area to provide additional support. Loads to the foundation at this location are so slight, however, the footing and foundation are not justified, The sept[.c tank is more than 5' from. t.he primary foundation for the house. If the tank should fad at some time m the future t s unlikely the foundation would settle as a result. I am confident, based on the design of the house and the structural loading, that placement of the tank within 3' of the cantilevered section of the house will have no adverse affect. I therefore recommend the tank placement be allowed within 3' of the foundation at this cantilevered section. A drawing of th.e house foundation showing its proximity to the tank is enclosed for your review. Please let me know if you have any questions. Primary'House Footing and Fouhdatic Wall .~ 1,000 Gallon Septic Tank :ion Cleanout 11' X 3' Cantilever Footing and Foundation MUNICIPAUTY OF ANCHORAGE Department of Health end Human Services On-Site Services Program 825 L Street, Room 502 P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Initial Date Issued: May 17, 1999 Expiration Date: May 16, 2000 Permit Number: SW990097 Legal Description: TI2N R3W SEC 22 LT 48 S2 Design Engineer. 0014 Anderson Engineering Owner Name: Sandy K Potter OwnerAddross: PO BOX 111313 ANCHORAGE, AK 99511-1313 Parcel ID: 015-142-31 Site Address: 011550 TOTEM RD Lot Size: 103075 SQ. FT. Total Bedrooms: 3 Permit Bedrooms: 3 This permit is for the construction of: [] Disposal Field [] Septic Tank [] Holding Tank [] Privy [] Private Well [] 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 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. Received By: Date: ANDERSON ENGINEERING P.O. BOX 240773 ANCHORAGE, AK 99524 522-7773 522-6779 (FAX) May 6,1999 Municipality of Anchorage Department of Health and Human Services 825 'L' Street Anchorage, AK 99502-0650 Subject: South % of Lot 48, T12N, R3W, Section 22 Septic System Design Permit Application Impacts to Adjacent Properties Dear Onsite Services Engineer. The owner of the South % of Lot 48, T12N, R3W, Section 22 intends to construct a three bedroom home on the lot. We are therefore requesting a permit to construct a septic system on the lot to serve the house. A well is currently in existence on the lot and will be used to provide water to the house. The attached site plan and backup documentaton describe the proposed system and show the location of the septic system, alternate site and existing well. A.n old absorption crib and. fiberglass septic tank will be demolished and abandoned in accordance with Municipal and ADEC requirements. The testholes placed on the property revealed poody graded silty gravel which pemolated at rates between 54 and 57 minutes per inch. Groundwater was not encountered dudng the excavation nor was any noted dudng the monitoring pedod. We have therefore designed a deep absorption trench with 6' of gravel beneath the distribution pipe. The trench will be 85' long with a total depth of 9'. Mounding may be required to provide minimum coverage over the trench to prevent freezing. The ground surface on the lot slopes to the west from the proposed house location at a rate approximating 4%. This is the area of placement for the absorption trench. The trench will be constructed perpendicular to the slope. No conflicts exist with other lots in the area where septic systems have been or will be constructed. A park is currently in place to the south of the lot and no development will take place there. The lot to the north and east is currently vacant. The lot to the north and west has a well that is more than 100' from either the new or replacement absorption trench. The lot is 610' long by 165' wide and contains more than enough room for the systems without conflicts with adjacent properties. If the system is constructed in accordance with our design the following statements apply: The system, if constructed as designed, will have no adverse impact on the wells in the area or those to be constructed in the future. The existing well on the lot will be put back into service. South % of Lot 48, T12N, R3W, Section 22 May 6, 1999 Page Two The system, if constructed as designed, will have no adverse impact on existing septic systems in the area or those to be constructed in the future. The system, if constructed as designed, will have no adverse impact on reserved space, either surface or subsurface, on any lots located in the area. The system, if constructed as designed, will have no adverse impact on drainage patterns in the area. The current drainage pattern will be maintained. Sincerely, Michael E. Anderson, P.E. Attachments Park Area VACANT NOTE: KLATT ROAD RIGHT OF WAY SITE PLAN SCALE 1" = ,40' Existing Septic Tank and Absorption Pit to be Aba doned in Accordance with State and Municipal Requ ments. Lre- S1/2 LOT 48, T12N, R3W, DESIGN FACTORS: Three Bedroom Home Perc. Rate: 54 to 57 MinJInch Application Rate: .45 GPDISF SEC. 22 SYSTEM REQUIREMENTS: Deep Trench System 1,000 Gal. Septic Tank 6' Drainfield Rock 3 Bedrooms X 150 GPD I .45 GPDISF = 1,000 SF of Absorption Area 1,000 SFI12 SFI LF of Trench = 83.3 LF Trench Length Therefore: Construct a Deep Absorption Trench System With One Lateral 85'. in Length with 6' of Drainfield Rock Beneath the Lateral. Distribution Pipe In Trench Placed at 3' Below the Original Ground Surface. Total Depth to be 9' from Original Ground. 6II NOTE: Backfill . ./~ Geotextile ;' ~ Fabric 4" Perforated PVC (slots Down) Drainfield 3' TYPICAL DEEP TRENCH SECTION(No SCALE) Grade Area Over Trench to Drain Away. Minimum 4' From Groundwater. Maintain 10' Separation From Lot Line. p;RFORMED FOR= LEGAL DESCRIPTt ON: ,H L 7 8 10- 13- 14- 15 16 17 19- 20 WAS GROUND WATER ENCOUNTERED? IF YES. AT WHAT D£PTH? . pO E I' I. I I I~-,tF.i i illllllll ~.u..~ ~ "~' 'Perc. Cavity presbaked prior to testing. · Michael E. Anderson Z--///~,~ . ACCORDANC[ ~qTH ALL ~TAT~ AND MUNI~pAt GUID~.INC$ IN EFF=OT ON TH~ DAI~ 0A~ ~/~ fT 7 ' 72~ IR~. ~l L;GAI. DE~CRIP'rt ON: IVlunicipafityotAnchorage ~.g~...__..,,.~(r '/ ~'; I D-"PAF;TM~'NT OF HEALTH & HUMAN SERVIC£$ /~'~'? 49m____...~..,,., :'..$:4 I SOILS LOG -- PERCOLATION TEST ~k~C~E.'A~DERSOH .:/~ I 1 2 3- 4- 8 '10 - 11 12 13- 14- 15 17. 18- 19- 2O COMM~_N'~ WAS GROUND WATER LI ENCOUNTERED?I~1 IF YE~, AT WHAT /' DEPTH? Pert. Cavity pres'oaked prior to testing. P£~FORMEDBY:.,~ .t 2~J/~"~l~'~(~'~"" ~ERTIFY THAT THtS TEST WAS pERFORMEO IN Michael E. Anderson ACCORDANCE WITH ALL ~TATI~ AND MUNICIPAL GUIDE.[.JN=-~; IN EF;-:.CT ON TH]~ DAT~ ~)AT~ 72-008 (Rev. ON-SITE WASTEWATER DISPOSAL SYSTEM CONSTRUCTION AND MATERIAL SPECIFICATIONS SUBJECT: Sll2 of LOT 48, T12N, R3W, Section 22 GENERAL: The scope of this project includes the procurement and placement of a new 1,000 gallon septic tank. It also includes the construction of a new 85' long x 3' wide x 6' effective depth absorption trench at the location shown on the attached Site Plan. The total depth of the trench will be 9' below existing ground. Mounding over the trench may be required to provide a minimum of 3' of protective cover. Construction shall be in accordance with the approved site plan, design drawings, Municipal Permit with any special provisions or conditions, and all applicable State and Municipal Wastewater Disposal Regulations. The Contractor shall be responsible for obtaining all underground utility locates and for the layout of the septic system and verification of the location of all lot lines. Unless specifically agreed otherwise, the contractor shall be responsible for final grading areas subsequently depressed from soil settling. Property owner shall be responsible for revegetation of affected areas unless specifically agreed otherwise. Contractors installing wastewater disposal systems must be certified by the Municipal Department of Health and Human Services for system installations. Owners installing their own systems must receive pdor approval from D.H.H.S. before beginning system installation. SEPTIC TANK INSTALLATION 1. The 1,000 gallon septic tank must be procured from an approved source and installed at the location shown on the plans. A septic tank is to be constructed by a certified septic tank · manufacturer. Co~nstruction shall include two 4" cleanouts for pumping access. The septic tank shall be sufficiently bedded to prevent settling or shifting of the tank. All standpipes on the septic tank shall extend a minimum of 12 inches above final grade. Tanks installed without 4' of cover shall have a minimum of 2" of direct burial insulation. A foundation cleanout shall be installed one to four feet from the building foundation. Two cleanouts are required between the tank and the drainfield. South %, Lot 48, TI2N, R3W, Section 22 May 6, 1999 Page 2 of 3 7. Final grading over the tank shall be such that a positive slope exists away from the septic tank. DRAINFIELD CONSTRUCTION: The drainfield shall be constructed to the dimensions shown on the design. The bottom of the trench shall be within 2" of level. Distribution piping must be placed level with perforations down atop a level bed of drainfield rock. Rock should then be placed over the pipe to provide a minimum of 2" of cover. A silt barrier or geotextile fabric must be placed between the drainfield rock and the natural soil backfill. o Monitor tubes must be 4" in diameter and installed at the locations shown on the design. The portion below ground must be perforated, Contractor shall vedfy the septic tank and drainfleld are a minimum 100' away from any private water wells in the area, 150' from a Class "C" Well or 200' from any community well. Direct bury insulation must be placed over the distribution system if less than 3' of backfill depth is available. Finish grade over the trench must be mounded to prevent settlement or depressions. Grade area surr~)unding the absorption trenches to drain away~ A minimum 2' of accepting soil is required below the drainfield rock for a 5' wide trench. Contractor shall vedfy this condition prior to placement of the rock. All pockets of unacceptable materials must be removed and replaced. MATERIAL SPECIFICATIONS: 1. Septic tanks must be constructed by a Municipally approved septic tank manufacturer. The following pipe materials are approved for use in septic system installations in the Municipality of Anchorage: Cast Iron (perforated and solid) ASTM D3034 or P.V.C. (perforated and solid), ASTM F810 or H.D.P,E. (perforated, but not so id) and ASTM D2662 or A.B.S. (perforated and solid). Insulation shall be at least 2" thick extruded direct burial polystyrene (Dow Chemical Co. Styrofoam HI or equal). Septic tank inlets and outlets shall be fitted with watertight couplings (Caulder, Femco, or equal). .South %, Lot 48, TI2N, R3W, Section 22 May 6, 1999 Page 3 of 3 5. A permeable geotextile fabric (Typar, Mirafl or equal) must be installed between the final drain rock layer and the native soil layer. 6. All drain rock shall be .5" to 2.5" in diameter with less than 3% passing the #200 sieve. INSPECTIONS: A minimum of two inspections are required by Municipal Ordinance. These inspections must be conducted under the supervision of a professional engineer registered in the State of Alaska. The first inspection must be conducted after the excavation of trenches, beds or pits and before the installation of any gravel. A septic tank may be set in place, but may not be backfilled. The second inspection must be conducted after the placement of the geotextile fabdc, gravel, distribution piping, standpipes, cleanouts and insulation. No backfill should be in place at the time of inspection. Contractor shall provide a copy of all field survey layout and construction notes for use in preparing the certified as-built of the completed system. GRE/ ANCHORAGE AREA BOr? "iGH Department of Environmental Quality 3330 C Street Anchorage, Alaska 99503 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM LOCATION MAILING ADDRESS '.~2Q~ ~//C/'/,~/~O/'Z PHONE LEGALDESCRmnON 5~/~ Z~-r 4~ SEPTIC TANK: DISTANCE / NUMBER OF FROM WELL /'~ MANUFACTURER ~'(~1~)/<23/¢(-'~ MATERIAL TP~'~:~"~O I~L3 COMPARTMENTS ( INSIDE LENGTH '~ INSIDE WIDTH LIQUID DEPTH ~ LIQUID CAPACITY /~OO GALLONS. SEEPAGE PIT: NUMBER Of PItS / . DIAMETER / OR WIDTH ~, f LENGTH ~¢),f DEPTH /~ ! LINING MATERIAL//~q (?/~/~O CRIB SIZE: DIAMETER '~ DEPTH "7 DISTANCE FROM: WELL /~/0 / BUILDING FOUNDATION 'z'//'2 , NEAREST LOT LINE ~'~-~ ! TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA) ~_~O SQ. FT. ADDITIONAL ABSORPTION WELL: TYPE ]~,~r~/V. BUILDING ~/~ / FOUNDATION CESSPOOL ~--- APPROVED CONSTRUCTION ~ /' 0~-~/ZL]~, 5~Jr~f--~ DEPTH NEAREST [~z NEAREST SEPTIC LOT LINE '/~) SEWER LINE /0 ~/- TANK OTHER SOURCES DISAPPROVED REMARKS. , DISTANCE FROM: /~ / SEEPAGE SYSTEM //--/~ DISTANCES: DIAGRAM Of SYSTEM INSTALLED BY:-~-~ PIPE MATERIAL:~*~ Q~tgT LOT SLOPE: fA}¢~ ~/~L~ REMARKS: ('I~/~C~I~ ~ ~ I~ Form No, LO-031 DATE GREATER ANCHORAGE ArEA BorouGH PERMIT NO. SEWAGE DISPOSAL SYSTEM -- APPLICATION AND PERMIT FINANCED THROUGH SOIL TEST RESULTS COMPLETION DATE ANTICIPATED TO BE INSTALLED BY , OTHER THIS PERMIT I$ ~OT VALID WITHOUT SOIL TEST FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE DEPARTMENT OF ENVIRONMENTAL QUALITY AUTHORITY WILL BE SUBJECT TO PROSECUTION. SEPTIC taNK size i ~ ~) ~ tYPe SEEPAge area SIZE tYPE WELL TO SEPTIC TANK DRAIN FIELD WATER MAIN TO SEPTIC TANK DRAIN FIELD MINIMUM DISTANCE~, REQUIREMENTS FOUNDATION TO SEPTIC TANK FOUNDATION TO SEEPAGE Pit ~ / , DRAIN FIELD SEPTIC TANK TO SEEPAGE PIT WALL SEPTIC TANK , SEEPAGE PIT ., DRAIN FIELD TO NEAREST LOT LINE. SEPTIC TANK, , SEEPAGE PiT TO RIVER, LAKE, STREAM. DRAIN FIELD CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF EXCAVATION 5 FEET INTO UNDJSTURE~ED SOIL. 4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT FITTED WITH AIRTIGHT REMOVABLE CAPS. GRAVEL BACKFILL CONFORM TO BOROUGH REGULATIONS REGARDING INST LATION. I CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE ]~O. 28-68 AND THAT THE ABOVE //~! GREATER ANCHORAGE AREA Department of Environmental Q .ity ' 3330 "C" Street ,. Anchorage, Alaska 99503 C f~orm SOILS LOG - PEROLATION TEST Legal Description:~'~--~'-'--~"-':"--~ q8' '~' ~ ~ ~----~,~ This form reports: ~~j .11 Percolation test Depth Feet 11 - 12- 13- 14- ~ 10 - ,5',7o,00 Was ground water encountered? ~,.)_ .__ If yes, at what depth? ............... Reading Date Gross Time Net Time Depth to Water Net Drop Percolation rate minute. -Proposed installation: Seepage Pit Drain Field ',, Depth--~b~-t~n--o~-~)it or trench ._Jepth of Inlet ............. . COI,1MEIiTS: EQ 040 (6/74) CONSTRUCTION TE:ST L. AB MATERIALS TESTING * QUALITY CONTROL SOILS ENGINEERING 2204 Cleveland Ave. / P.O. Box 10-1126 / Anchorage, AK 99510 / 277-0231 710 3rd Ave. / P.O. Box 60547 / Fairbanks, AK 99706 / 452-1267 · 456-5155 July 19, 1979 Ernest Motichka SRA Box 1636, A Anchorage, Alaska Re: Adequacy Test, South 1/2 of Lot 48, Sec. 22 T12N R3W Dear Motichka: The septic system located on the above referenced pro- ject tested as follows: 700 gallons of water in 24 hours. If you have any questions concerning this test, please contact our office. Very truly yours, CONSTRUCTION~~/j~ LAB David Paul Laboratory Manager DP/gk "Professionals working to destgn and butld a better Alasl~ MUNICIPALITY OF ANCHORAGE DEPT. OF V, EALTH & DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTIOT~t~VIRONMENTAL pF, OTECTION 825 L Street - Anchorage, Alaska 99501 JUN 2 0 1979 ENVlRONMEN'I:AL ENGINEERING DIVISION Telephone 264-4720 RECEIVED REQUEST FOR APPROVAL OF INDIVIDUAL WATER AND SEWER FACILITIES DIRECTIONS: Complete all parts on page 1. Incomplete requests will not be processed. Please allow ten (10) days for processing, 1. PROPERTY OWNER MAiLING A~D D ~ ESs PROPERTY RESIDENT {if different from above) PHONE PHONE 2. BUYER PHONE MAILING ADDRESS 3. LENDING INSTITUTION I PHONE MAI LING A DDR ESS 4. REALTOR/AGENT [ PHONE MAi LING ADDR ESS 5. LEGAL DESCRIPTION STREET LOCATI OA1 ' I 6. TYPE OF RESIDENCE - [~SING LE FAMILY [] MULTIPLE FAMILY ~O~B~ OF w ne ~ Four o ~ Five Three ~ Six Other 7. WATER SUPPLY [~'iNDIVIDUAL* * ATTACH WELL LOG. A well log is required for all wells drilled [] COMMUNITY since June 1975. For wells drilled prior to that date, give well [] PUBLIC UTI LITY depth (attach log if available.) 8' s EWA~ iA,~iSD~,~_/L N .S i T E., **1 f individual/on-site, give installation date If system is over two (2) years old an adequacy test is required [] PUBLIC UTILITY by this Department. NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. THIS SIDE FOR OFFICIAL USE ONLY DATE RECEIVED INSPECTION APPOINTMENTS TiME TIME TIME DATE DATE DATE INSPECTOR INSPECTOR INSPECTOR DIRECTIONS: 1. TYPE OF RESIDENCE NUMBER OF BEDROOMS [] SINGLE FAMILY [] ONE [] THREE [] FIVE [] OTHER [] MULTIPLE FAMILY [] TWO [] FOUR [] SIX PERMIT NUMBER 2. WATER SUPPLY [] INDIVIDUAL DEPTH OF WELL [] COMMUNITY DATE DRILLSD [] PUBLIC UTILITY Connection Verified LOG RECEIVED 3. SEWAGE DISPOSAL SYSTEM PERMIT NUMBER [] iNDIVIDUAL/ON-SITE DATE INSTALLED Connection Verified INSTALLER E~]Septic Tank or E]Holding Tank Size: /(~(:~) If Tank is homemede SOiLS RATING give dimensions'. ~ ~ . TYPE OF TANK MANUFACTURER TOTALABSORPTIONAREA MATERIAL .._~ I ,.~:~ i~1~. ''~' Nearest Lot 4, DISTANCES Septic/Holding Tank Absorption Area I Sewer Line Line WELL TO: [ ..~ (p Absorption Area to nearest Lot Line 5. COMMENTS [~" APPROVED FOR ~ BEDROOMS [] CONDITIONAL APPROVAL (letter must acco/~,any certificate) [] DISAPPROVED DATE BY (Tit~ / LEGAL DESCRIPTION 72-010 (Rev. 3/78) g DTI002352 ~LAT OF B.I_M LOTS IN SEC. ~, TI~N, ~A REI~cAT OF ~.L.M; TRYCK, NYklJ~N & flAYE~