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Home My WebLink AboutT13N R3W SEC 33 LT 55D{..o"r" 55s MUNICIPALITY OF ANCHORAGE · DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ENVIRONIVIENTAL ENGINEERING DIVISION 825 L Street- Anchorage, Alaska 99501 Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT MAI'LING ADJR ESS NO. OF BEDROOMS / Liq. capacity in gallons Inside length Width Liquid depth IF HOMEMADE: ~ ' DISTANCE TO: Well'~""~'~J'~= Dwelling ~ ' PERMIT NO. =--~O ~ < Manufacturer ~ ~ Well Foundation Nearest lot line PERMIT NO, ~ Top of tile to finish grade Material beneath tile Totsl effective absorption area Length Width Depth PERMIT NO. ~ ~ Type of crib Crib diameter Crib depth Total effective absorption area ~ Well Building ~undation Nearest lot line ~ DISTANCE TO: ~ Class Depth Driller Distance to lot line PERMIT NO. ~ Build]ng foundation Sewer line Septic tank Absorption area(s) ~ DISTANCE TO: OTHER PIPE TERJALS SOIL TEST RATING A~ ~ DATE LEGAL 13 (Rev. 3/78) PERMIT NO. APPL I CANT LOCATION fi-'TD / LEGAL TYPE OF SOIL RBSORBTION S'T'STEM IS: MFINIMUM NUMBER OF E, EDROOM_, = SOIL RP]TING THE REt~JI~ED SIZE OF THE SOIL AD._-ORPIlON z,*tSTEM IS: ,,:SQ FT,'"BR)= ~ ~'0 ~ ' DEPTH'-- LE[4GTH= G F,' I~] ',,-' E L [)EPTH= THE LENGTH DIMENSION IS THE LENGTH (iN FEET) OF THE TRENCH OR DRAINFIELD. THE DEP.TH OF ft TRENCH OR PIT IS THE DISTANCE BETWEEN THE SURFACE OF THE GROUND AIND THE BOTTOM OF THE EXCAVATION (IN FEET). THERE IS NO SET WIDTH FOR TRENCHES. THE GRAVEL DEPTH IS THE MINIMLIM DEPTH OF GRAVEL BETWEEN THE .OUTFALL PIPE AIND ]'HE BOTTOM OF 'FHE ENCR'v'ATION (IN FEET). PERMIT APPLICANT HFIS THE RESPONSIBILITY TO INFORM THIS DEPARTMENT DURING THE INSTALLATION INSPECTIONS OF AN? WELLS flDJBCENT TO THIS PROPERT9 AND THE NUMBER OF RESIDENCES THaT THE WELL WILL SERVE. -l" I_,1C~l ( 2 ) I I'-.~SF' ECT I 13~'.4S aRE REQLI I RED BACKFILLING OF RN~/ S'.r'STEM WITHOUT FINAL INSPECTION AND APPROVAL B9 THIS DEPARTMENT WILL BE SUBJECT TO PROSEC:UTION. MINIMUM DISTANCE BETWEEN A WELL fiND FIN"r' ON-SITE SEWAGE DISPOSAL SYSTEM IS 100 FEET FOR fl PRIVATE WELL; OR 150 TO 200 FEET FROM A PUBLIC WELL DEPENDING UPON THE TYPE OF PUBLIC WELL. WELL LOGS BRE REQUIRED FIND MUST BE RETURNED TO THE DEPARTMENT WITHIN 30 D89S OF THE WELL COMPLETION. OTHER REQUIREMENTS MA9 flPPL¥. SPECIFICATIONS AND CONSTRUCTION DIflGRAMS ARE 8VAILflBLE TO INSURE PROPER INSTflLLATION. PERP1 I T E }-', F' I RES [:,EE:EI'lBER --?--:'[ ~, I 1: FORTH BM THE MUNICIPALITY OF aNCHORAGE. .':;': I WILL INSTALL THE SYSTEM IN flCCORDANCE WITH THE CODES. 3: I UNDERSTAND THAT THE ON-SITE SEWER S~t'STEr'I MAk' RECqUIRE ENLARGEMENT IF THE flPPL I CflNT ~ ISSUE[) 8¥__ OflT V-~. 2 CERTIFY THAT I Arq FAMILIflR WITH THE REQUIREMENTS FOR ON-SITE SEWERS fiND WELLS AS SET Tim McKeinnan 2701 East 50th Anchorage, Alaska 99507 Subject: Soil Investigation for Sanitary. Sewer System, Lot 55D, Resubdivision of Subdivision 55, Campbell Creek Small Tracts NW~, Sec 33, T13N, R3W, Alaska Dear Mr. McKeinnan : At your request of October 26, 1979, we conducted a subsurface soils investi- gation at the proposed location of the sanitary sewer system on the subject lot. The investigation complied with those procedures required by the Municipality of Anchorage Department of Health and Environmental Protection. This investigation, which was accomplished on October 29, 1979, consisted of a test hole excavated to a depth of fifteen feet below the existing ground surface. The test hole was sited according to your instructions and its location is shown in attached Drawing A-01. Excavation was accomplished with a backhoe. All material excavated was continuously monitored by an experienced geotechnical engineer. The topography at the excavation site is generally horizontal. At the time of the investigation the site was occupied by a single family residence with an existing septic system apparently consisting of a septic tank and two leach field lines. The top of the test hole was located on fill material approximately three feet above original ground surface. The soils encountered in the excavation are shown in the test hole log in Drawing A-01. 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. Bedrock was not encountered. At the time the hole was excavated seasonal frost was not present and permafrost was not encountered. A percolation test was performed within an adjoining test pit at a depth of five to seven feet. All depths were measured from the top of the hole. The data in Table 1 show average infiltration from the depths indicated to the bottom of the hole. The measured percolation rate was 109 minutes per inch. Page -2- We appreciated 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 addi- tional service. Very truly yours, R&M CONSULTANTS, INC. Gary ~ith Seni~ Geologist GS/rm/ATSI-E BORING NUMBER Date Completed: SOIL DESCRIPTION ORGAN I C MAT FILL MATERIAL PEAT SANDY SILT W/TRACE GRAVEL, ML Many Cobbles SANDY SILT W/ TRACE GRAVEL, ML Very dense, slightly mo[st, llght brown grading to gray NO LOCATION SKETCH No Scale EXISTING HOUSE 5' deep plt for perc test ~ tank Test Pit ! NOTE; DISTANCES SHOWN ARE APPRO TE AND HAVE NOT BEEN MEASURED eY SURVEYING METHODS. EXPLANATION ~"~' .. ORGANIC MATERIAL i~~ Little Visible Ice O:lO' Vx (~ SAMP££ NUMB£N (~'Ss, 72, 5Z I°/o, 85.9 pcf ~ BEDROCK TYPICAL SOILS LOG I A,B-AFTEf~BOPIN~ SAMPLER TYPE SYMBOLS I SOIL SYMBOLS CKD. NSULTANTS, INC. ISubdivision 55, Campbell DAT£. 10-30-7 LF .... ~,;~,[~ pL[~(~)~ .......... jj ICreek Small Tracts NW 1/4, LSec 33, T13N, R3W, Alaska. LSC*'-E- GRID. PROd. NO. 951327 DWG. NO. A-01 fl PERCOLATION TEST TABLE 1 R&M NO. 951327 TIME ELAPSED TI~ (MIm~TES) WATER LEVEL (~NC~mS) 3:33 0 1.00 3:34 1 1.625 3:36 3 1.75 3:38 5 1.80 3:43 10 1.90 3:53 20 2.0 4:03 30 2.10 4:13 40 2.20 4:23 50 2.30 4:33 60 2.375 0.275 Inches In 30 Minutes 109 Minutes Per Inch GRE~i'ER ANCHORAGE AREA BOkuUGH Department of Environmental Quality 3330 C Street Anchorage, Alaska 99503 ilNSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM SEPTIC TANK: FROM WELL INSIDE LENGTH COMPARTMENTS INSIDE WIDTH LIQUID DEPTH LIQUID CAPACITY /~ GALLONS. LINING MATERIAL CRIB SIZE: DIAMETER DEPTH/~F~DISTANCE FROM: WELL ~L.-~ A~B~ORPTION AREA (WALL AREA) SQ. ADDITIONAL ABSORPTION FT. WELL: TYPE '~)L~, ~)/ )'~ CONSTRUCTION BUILDING NEAREST FOUNDATION __ LOT LINE CESSPOOL OTHER SOURCES APPROVED DISAPPROVED NEAREST SEWER LINE REMARKS DEPTH_ DISTANCE FROM: SEPTIC SEEPAGE TANK SYSTEM INSTALLED BY: PIPE MATERIAL: LOT SLOPE: ~-'O.- REMARKS: DIAGRAM OF SYSTEM r~- G.A.A.B. 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. ~ .E,.,CT^N"SIZE T¥"E .EE"AGE,'REA= DIAGRAM OF SYSTEM MINIMUM DISTANCES, REQUIREMENTS / FOUNDATION TO SEPTIC TANK ]FOUNDATION TO SEEPAGE PIT , DRAin FIELD SEPTIC TANK TO SEEPAGE Pit WALL - SEPTIC TANK . , SEEPAGE PIT DRAIN FIELD DRAIN FIELD ALSO CONSIDER AREA WELLS. WATER MAin TO SEPTIC TANK SEEPAGE PIT DRAIN FIELD SEPTIC TANK, SEEPAGE PIT ., DRAIN FIELD , TO RIVER, LAKE, STREAM. EXCAVATION 5 FEET INTO UNDISTURBED SOIL. 4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC: TANK AND SEEPAGE PIT FITTED WITH AIRTIGHT REMOVABLE CAPS. ICERTIFY THAT ] AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA E~OROU~H ORDINANCE NO. 28-68 AND THAT THE ABOVE BATEDESCRIBED SYSTEMg--2/- I S.?5"'~''~lN AC CORBANCE W/TH APPL/,ANT'S SA IB CODE,siGNATURE ~ 2~//~ . CONSULTANTS. l~qC. August 19, 1975 R & M No. 562092 Mr. Roy Hoffman 2701 East 50th Avenue Anchorage, Alaska RE: Test Hole and Soil Log Report for S~nitary System Lot 55D Campbell Small Tracts Dear Mr. Hoffman: We are submitting herewiEh the test boring results and our comments regarding soil conditions encountered at the subject site. This investigation was performed in accordance with your request of August 18, 1975, and those procedures outlined ina letter dated July .15, 1975, by Mr. Rolf Strickland of the Greater Anchorage Area Borough Department of Environmental Quality. A single test hole was put down within the Lot 55D area for the pur- pose of defining general subsurface soil conditions for the proposed sanitary system. Excavation was accomplished with a tractor-mounted backhoe and the test hole was extended to a total depth of 14.0 feet below ground surface. The final log prepared for the test hole has been included in Drawing A-01. Ground water was not encountered in the test hole. We appreciate being given this opportunity to be of service to you. Should you have any questions with regard to the above, please do not hesitate to contact us. Very truly yours, R & M CONSULTANTS, INC. Vice President ~m/j a xc: GAkB T.H. 1 8-18-75 0.0' ORGANICS 1.0' / SANDY GRAVEL ~ ~ TPACE SiLT (GW) GRAVELLY SAND w/S~LT NO WATER TABLE 14.0' T.D. Log Represents Lot 55D Campbell Small Tracts Engineering t~ Geological Consultants Inc. ANCHORAGE ffAIRBANK$ ALASKA JUN[AU Roy Hoffman Property Log of Test Hole Anchorage, Alaska oArE 8-19--75 SCAUE 1"----3' DWN BY WED ohio s¥ WED PROJ. No.562092 OWe NO. A-01 October 29, 1974 Hr. and/or ~rs. Roy Hoffman 2701 East 50th Avenue Anchorage, Alaska 99507 SUSJECT: Lot 55 D, Section 33, T13~(, R$~ - Upgrade of on-site sewer system Dear i~r. a~d/or Hrs. tloffl~an: This letter is In reference to our telephone conversation of October. Z8, 1974 in ~htch we discussed the continued use of your present cesspool. This pro- vision is m~de providing you do not a$1ow ra~ sewage to everflo~ on top of the ground and that the following requirements be completed no later than June 30, 1975. 1) Construction of e complete system consisting of a septlc tank and a seepage pit, £) A permit from this department issued prtor to construction,. a) ]nspectton and approval of system prior to backfilling. I¢ [ can be Of any further assistance, p]ease feel free to contact me at 274-4561, extension 155. Sincerely, C. F. Sellers, Environmental Control Officer CFS/ko ~ DATE RECEIVED INSPECTION APPOINTMENTS TIME TIME TIME DATE DATE DATE INSPECTOR INSPEDTOR INSPECTOR~ ~ L PROTECT-~" DEPT, OF HEALTH & DEPARTMENT OF HEALTH & ENVIRONMENTA I~IRONMENTAL PROTI~CTION 825 L Street - Anchorage, Alaska 99501 ) ENVIRONMENTAL SANITATION DIVISION J U~ Telephone 264-4720 o. .A... A.. DIRECTIONS: Complete all parts on page 1. Incomplete requests will not be proce~ed. Please allow ten (10) days for processing. MAILING ADDRESS MAILING AD~ ESS --/ ~ {~ / / ~. ~u~o~T , ~ / ~uou~ §. LEGAL DESCRIPTION ;TREET LOCATION 6. TYPEOF RESIDENCE SINGLE FAMILY MULTIPLE FAMILY NUMBER OF~BEDROOMS [] One [] Four [] Other__ )~Two [] Five Three [] Six * ATTACH WELL LOG. A well log is required for all wells drilled since June 1975. For wells drilled prior to that date, give well depth (attach log if available.) 7. WATER SUPPLY [] INDIVIDUAL* [] COMMUNITY PUBLIC UTILITY :8. S EW~G I~ DISPOSAL SYSTEM ,/~.~.~ INDIVIDUAL/ON-SITETM YEAR ON-SITE SYSTEM WAS INSTALLED. PUBLIC UTILITY NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. 72-010 {Rev. 6/79) THIS SIDE FOR OFFICIAL USE ONLY 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 DRILLED [] PUBLIC UTILITY Connection Verified LOG RECEIVED 3. SEWAGE DISPOSAL SYSTEM PERMIT NUMBER [] INDIVIDUAL/ON -SITE DATE INSTALLED []PUBLIC UTILITY Connection Verified INSTALLER []Septic Tank or [~]Holding Tank Size: ;~'q:2(P~ If Tank is,homemade SOILS RATING give dimensions: ~7~ TYPE OF TANK MANUFACTURER TOTAL ABSORPTION AREA MATERIAL 4, DISTANCES WELL TO: Septic/Holding Tank Absorption Area Sewer Line Nearest Lot Line Absorption Area to nearest Lot Line 5. COMMENTS I~"//APPROV ED FOR ,~ BEDROOMS [] CONDITIONAL APPROVAL (letter must accompany certificate) [] DISAPPROVED /~ DATE BY ~. 72 010 (Rev. 6/79) ANCHf -' J GE WATER & SEWER ( -)ILITIES 3000 Arctic Boulevard Anchorage, Alaska 99503 (907) 277-7622 George M. Sullivan Mayor July 10, 1981 Owned by the Municipality of Anchorage TO WHOM IT MAY CONCERN: Subject: LOT 55D, B.L.M. LOT 55, SECTION 33, T13N, R3W Sewer Service Availabi'lity " The Anchorage Water & Sewer Utilities have determined that, based upon the topography of the subject lot and the depth of the nearest existing sewer lines, Lot 55D cannot be served by gravity sewer from those sewer lines. If you have any questions, please feel free to contact me. Sincerely, DONALD BENNETT Lead Technician Anchorage Water & Sewer Utilities DB:mg File :Grid 4640 DIRECTIONS: Complete all parts on page 1. Incomplete requests will not be processed. Please allow ten (10) days for processing. PROPERTY RESIDENT (If different from above) 2. BUYER MAILING ADDRESS PHONE PHONE 3. LENDING INSTITU ION MAI LING ADD~E[S' ~ 4, REAL'j'OR/AGENT PHONE MAILING ADDRESS 5. LEGAL DESCRIPTION STREET ~'OC/~TI 0 N 6, TYPE OF RESIDENCE [~ SINGLE FAMILY NUMBER OF BEDROOMS. [] One [] Four [] Other__ [] Two [] Five [] MULTIPLE FAMILY ,~ Three [] Six ?. WATER SUPPLY (~.~n,, 1,0 ~ [] 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 UTILITY depth (attach log if available.) 8. SEWAGE'DISPOSAL SYSTEM ,~ INDIVIDUAL/ON-SITE** PUBLIC UTILITY **If individual/on-site, give installation date If system )s over two (2) years old an adequacy test is required by this Department. NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED, 72-010(3/78) 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 E~ FOUR [] SIX PERMIT NUMBER 2. WATER SUPPLY I~] INDIVl DUAL ,, DEPTH OF WELL [] COMMUNITY DATE DRILLED ,' '~ '" [] PUBLIC UTI LITY Connection Verified LOG RECEIVED 3. SEWAGE DISPOSAL SYSTEM PERMIT NUMBER [] INDIVIDUAL/ON -SITE DATE INSTALLED []PUBLIC UTI LITY Connection Verified INSTALLER E~]Septic Tank or [] Ho]ding Tank Size: If Tank is homemade SOILS RATING give dimensions: TYPE OF TANK MANUFACTURER TOTAL ABSORPTION AREA MATERIAL 4. DISTANCESwELL TO: Septic/Holding Tank Absorption Area Sewer Line Nearest Lot Line Absorption Area to nearest Lot Line PPROVED FOR EDROOMS / [] CONDITIONAL APPROVAL (letter must acc~pany certificate) ~ DISAPPROVED ,~ DATE /~ ~¢ 'BY(Ti~e)~ ~'/~ 72-010 (Rev, 3/78} 825 "t." SFREET ANCHOt~&GE, ALASKA 99501 (907) 264 4111 September 24, 1979 Dan/Scott Mc Keirnan '2701 East 50th Avenue Anchorage, Alaska 99507 Subject: T13N R3W Section 33 Lot 55D Approval for your individual sewer and water facilities can not be granted until the following items have been completed: (1) The septic tank pumped with a receipt submitted to this office. Please have the pumper state the number of gallons pumped from the tank on the receipt. (2) A percolation test be performed on the existing leaching area. This test will determine if the system is adequate according to National Standards. A listing of private firms performing the test is enclosed. If there are any further questions, please contact this office at 264-4720. Sincerely, Robert C. Pratt, R.S4 Associate Specialist RCP/ljw cc: Spokane Mortgage Company 3201 C Street - Suite 250 99503 POUCH 6 650 ANCHORAGE, ALASKA 99502 (907) 279-2511 GEORGE ~,L SULLIVAN, 1~4A YOR October 17, 1979 Dan and Scott Mc Keirnan 2701 East 50th Avenue Anchorage, Alaska 99507 S6bject: T13N R3W Section 33 Lot 55D The adequacy test on the existing leaching area for the above subject, has failed. Therefore, an upgrade of the system will be required. Prior to the upgrade a soils test will need to be obtain and a permit issued from this department. The septic tank needs to be pumped with a receipt submitted to this office. Be sure to have the pumper put the number of gallons pumped from the tank as this office needs verification of its size. If there are any further questions, please contact this office at 264-4720. Sincerely, Robert C. Pratt, R.S. Associate Specialist RCP/ljw cc: Spokane Mortgage Company 3201 C Street Suite 250 99503 October 16, 1979 R&M No. 951327 Tim McKeinnan 2701E. 50th Anchorage, Alaska 99507 Re: Adequacy Test on Existing Sanitary Sewer System; Lot 55D, Resubdivision of Subdivision 55, Campbell Creek Small Tracts NW~, Sec 33, T13N, R3W, Alaska Dear Mr McKeinnan: Per your request of October 3, 1979, we conducted a test of the sanitary sewer system on the above described property. During this test the liquid level in the septic tank was monitored as water was added to the system. The measurements are summarized in the following table: Liquid Level Below Top of Standpipe Time Total Elapse Septic Total Gallons Time Tank Drainfield (N) Drainfield (S) Added 9:55 0 24" 30" 24" 0 10:02 7 min. 13" 28" 23" 25 10:16 21 min. 3" 24" 19" 25 10:27 32 min. 13" 23" ]8" 0 10:50 55 min. 16" 24" 19" 0 The meter used during the test was a Rockwell 5/8" standard water meter which had previously been calibrated by R&MConsultants, Inc. October 16, 1979 Tim McKeinnan Page '2- If the 3 bedroom residence on the property is to house 6 people, the average load on the system can be expected to be 450 gallons per day or .31 gallons per minute. During the test, the system accepted 32 gallons in 55 minutes. This indicates an average effluent acceptance rate of approximately .58 gallons per minute at the time of the test. Because the house on the lot is occupied, we assume that the leach field was at its normal degree of saturation. We can therefore conclude that the system is not disposing of effluent at an adequate rate for a 3 bedroom resi- dence. We appreciate this opportunity to be of service to you. Please contact us if you have any questions concerning this test or if we can be of additional service. Very truly yours, R&MCONSULTANTS, INC. Darryl Jordan Staff Civil/Geotechnical Engineer DJ:GAS/dj/ATSI-D Smith Project Manager , ./ April 5, 1976 Municipality of Anchorage Department of Health & Enviromental 2510 Tudor Rd. Anchorage, Alaska 99507 Re: Roy Hoffman Lot 55 D Sec. 33, T13N, R3W.,SM. Gentlemen: In reference to your letter of March 26, 1976, we will escrow sufficient funds for completion of the sewer system. We would appreciate notification of final inspection. Our records show the family is comprised of two adults and two minors. We have notified the buyer of stipulation concerning the sewer. Yours very truly, Ruth LeBar Mortgage Loan Department RL:mlc OFFICES S TA TEWIDE 630 *U.a~ 5~h Avenu~ 2701 ga~ 50th GREATER ANCHORAGE AREA BOROUGH Department of Environmental Quality 3330 "C" Street, Anchorage, Alaska 99503 274-4561 Date Received March 23, 1976 Time of Inspection /,'~) Date of Inspection ~q REQUEST FOR APPROVAL OF FOR ConY; 1. Approval requested by: National Bank of Alaska Mai]in§ Address: 630 East 5th Avenue Phone: 279-2506 2. Property Owner: ~Roy ~IoIfman Phone: 344-7763 Mailing Address: 2701 East 50th Avenue 3. Legal Descriotion: T13N R3W Section 33 Lot 55D 4. Location: 5. Type of facility to be inspected 6. Well Data: Public Utility A. Type C. Construction Single Family No. of bedrooms 3 Sewage Disposal System: A. Installed C. Septic Tank: 1. Size B. Depth D. Bacterial Analysis On-site system see attached paperwork. B. Installer 2. Manufacturer 2. Material , Absorption area , Other contamination , Absorption area , Sewer Lines D. Seepage Pit: 1. Absorption Area E. Disposal Field: Total length of lines Distances: A. Well to: Septic tank Nearest lot line B. Foundation to septic tank C. Absorption area to nearest lot line LQ-034 (1/74) Page I of two pages · .-~age 2 of two pages - Re% ~st for Approval ~egal De§criDtion T13N R3W Section of Individual 33 Lot 55D Water Facilities Comments Approved Disapproved Date Approval Valid for one year from date signed Greater Anchorage Area Borough, Department of Environmental Quality DIAGRAM OF SYSTEM certify that the information contained in this request for approval to be a true and accurate representation of the subject sewer and water facilities and these facilities are operating satisfactorily. SIGNED Date EQ-034 (1/74) MUNICIPALITY OF ANCHORAGE DEPARTMENT OF ENVIRONMENTAL QUALITY 3330 "C" Street, Anchorage, Alaska 99503 -- 2-7A-4561 ~ ~ ¢,. '~ -~- ~' / REQUEST FOR APPROVAL OF INDIVIDUAL SEWER and WATER FACILITIES Type of Inspection: CMRO VA FHA CONV x Property Owner: ~-oy Ho££man Mailing Address: 2701 ~,o 3. Name of Buyer: Boud~ea~x~ Robert Day Phone 3~-7763 Mailing Address: l~l7 Twining 4. Name of Lending Institution: Natl. B~£k of Alaska Day Phone 333-~286 Mailing Address: 630 E. ~th Phone 279-2~06 Name of Realtor or Agent: Leon~d Realty ~Beth Fr~ucis) ~~ Mailing Address: 2028 E. Northez~ Lights Blvd. ~ Phone 276-7912 / 6. Legal Description: Location: Lot ~D, Sect. ~. 'T13N? R~4. Seward Met. 7. Type of Facility to be inspected: 8. Water Supply Type of Supply: Public Utility x 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 Individual No. Bdrms. 3 Individual (on-site) x BeKun summer '7~. Attached is ~ dia~em of system ~nd what rems&ns to be completed° Also ~ttached is a bid on the work w~ch will need to be escrowed. EQ-037 (1/74) YENNEY'S CONSTRUCTION CO. 9100 Lake Otis Pkwy. ANCHORAGE, ALASKA 99507 Phone 349-2242 Roy Hoffman 344-7763 3/15/76 2701 E. 50th Ave. CITY, STATE AND ZIP CODE Anchorage, Alaska ARCHITECT DATE OF PLANS JOB LOCATION Lot 55D Campbell Small Tracts JOB PHONE We hereby submit specifications and estimates for: Completed 16' of ditch, lO' deep 2' wide. Fill with screened rook, Finish installation of pipe to pass inspeetion and backfill sewage N~ line and water line, Pipe and materials to be furnished by owner. Screened rock by Yenney's Construction. ~ll¢ ~rl:ll.lll~' hereby to furnish material and labor -- complete in accordance with above specifications, for the sum of: Five Hundred Fifty dollars ($ 550.00 ). Paymenl to be made as follows: Within ten (10) days of oompletion of ,job pending approval by the Municipality of Anchorage. All material is guaranteed to be as specified. All work to be completed in a workmanlike manner accordmg to standard practices. Any alteration or deviation Icom above specifica lions irwolving extra costs wilt be executed only upon written orders, and wilt become an extra charge over and above the estimate. All agreements contingent upon strikes, accidents or delays beyond our control. Owner 1o carry bre, tornado and other necessary insurance, OUr workers are fully covered by Wotkmen's Compensation Insurance. Signature Note: This proposal may be withdrawn by us if not accepted within_ Signature Signature_ Dale of Acceptance: