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HomeMy WebLinkAboutT12N R3W SEC 15 LT 52T12N R3W Sec. 15 Lot 52 #015-052-23 JI•N-•sT..VV No�}•SttR 60 IdI_NC.., y,I ��..-...- • P N L •.•.D'C n r O y 1, !vo.r8: i-rYc' o.��i.��1,<'�L'Cy'cer� � _.. _.•... . � ,� '�[ sj;. or.rT�.i/rre•t: o � 1Sifh L/ILESTnh/ � .�' I. Lj � ,. �. i,9 �/ JuP�rFR v/•, JI r �"M97,. 'wf `1I</J]��7<"?•:ttic.::f•C}ef:N.1f%l7�vc71�/lecre,:�iUfa a N/ eve.,. rN r.tii 8%Iii •L1 / .n. Ikrt•i i�l-r• ...�. U4 4/ ✓,e m 7d • - • 'a Lp�e... �-t• --�--.....__., ..:f.��... .r••–•--�r.'ill,%%•..�....w_..-...��......-......�,,._.��,� �, �.•, �prl $ 112 3 0 FEB 4 I .,�� �,./ s �.� A.S-BUILT It k the respunttbli(f,r or the OwnerLOdaterwlne Lhe rXl aInca Of an,Y /Asryaentt, cvvkAAnLa7 or re- t✓e ctrlCt(ont r•hlch do not appear on the recorded aub- ?r� dtr(a(On Plat. VAdar no C(rCUnstantat th°uld iflr �p ��jj�� \l da N hereon be aced for construction or for club. -rIvd tl•11r= OfAPCOno p l ish ing boundary or fent° lines. Ths .survoyar LAPmf a"" 6M r"t +Kcono'ta reSpnnsfhllity for tho initial triniaetlolt only. d,10MNxultOx, _ + `aM W -I-11 7',cnc I's I nor-��r �oCK •alto Cu' at ANCF! RACE RECdRDING OlST�HlC1nAr �—: p l�� Fd«"'"• .W GRE 'FR ANCHORAGE AREA BOP JGH �� I �1Department of Environmental Quality 3330 C Street Anchorage, Alaska 99503 INSPECTION_ REPORT_ ON-SITE SEWAGE DISPOSAL SYSTEM NAME_ ate(-J�l� ti - MAILING ADDRESS _12-_0_9 _j�[CPHONE (lcm' ,5 4,o,, '-�� ��3� << l LOCATION _�e5SY hc� K -t e- -LEGAL DESCRIPTION_\_W �_� - 1 eC_ �S_.__ o 1__5 2_ SEPTIC TANK: DISTANCE rOf MANUFACTURER _ 4 _ _- �r NUMBER OF FROM WELL COMPARTMENTS INSIDE LENGTH TILE DRAIN FIELD: INSIDE WIDTH -_____LIQUID DEPTH _ LIQUID CAPACITY /25-0 GALLONS. / TOTAL LENGTH DISTANCE FROM WELL ILS—FOUNDATION ��_--NEAREST LOT LINE_?- _OF LINES -(ox - NUMBER OF LINES DISTANCE BETWEEN LINES __—_TRENCH WIDTH -3-k IN. TOTAL EFFECTIVE ABSORPTION AREA SQ. FT. LENGTH OF EACH LINE / DEPTH OF FILTER DEPTH: TOP OF TILE TO FINISH GRADE _. 7 MATERIAL BENEATH TILE ABOVE TILE IN. WELL _ CONSTRUCTION- -.�� TYPE- P��1 '��—_._ ___ _ ✓'2�Lf'_�..-_--_...____ DEPTFI-_-_____DISTANCE FROM BUILDING NEAREST NEAREST SEPTIC SEEPAGE / FOUNDATION— LOT LINE- _ SEWER LINE—,TANK SYSTEM CESSPOOL _ -_ OTHER SOURCES APPROVED------ DISAPPROVED -_—_._REMARKS— -- DISTANCES:—.�< -- – DIAGRAM OF SYSTEM INSTALLED BY: �(Ctc` ev �_xs4u h� — e 1' - -- 0 le SEWER LINE DEPTH:./ /o��J1f0�_ -� PIPE MATERItAL-_-_.CCs U0' 1 m _v.o�n`� LOT SLOPE: �aa REMARKS: - _.- / �N�f DATER 7-L APPROVED G.A.A.B. Form EQ -032 GRE. _R ANCHORAGE AREA BO. JGH of oF" •e"". PERMIT DEPARTMENT OF ENVIRONMENTAL QUALITY PERMITNO. / is//OMII�I )\� 3330"C"STREET ANCHORAGE, ALASKA 99503 il��/SI'I- •�. -; C) �'2 '\I\unIIIIVIIJIVIIW� TELEPHONE 274-4561 SEWAGE DISPOSAL SYSTEM — APPLICATION AND PERMIT r Sy Si€r4 ulc , iN Aci NAME OF APPLICANT INSTALLATION LOCAT LEGAL DESCRIPTION l- NY I / `" L9 Al MAILING ADDRESS J'�'L"'� Y/f�Q.%�1��_PHONE Jas INSTALLATION OF: SEPTIC TANK TYPE AND SIZE OF FACILITY TO BE SERVED PIT DRAIN FIELD OTHER FINANCED THROUGH - 7 _ TO BE INSTALLED BY --C:;�4'*1 SOIL TEST RESULTS _. +���`"-+�/�'�'/-- NOTE: THIS PERMIT IS NOT VALID WITHOUT SOIL TEST COMPLETION DATE ANTICIPATED 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 517E • �'/ r TYPE SEEPAGE AREA SIZE _ /e7oe7— TYPE MINIMUM DISTANCES, REQUIREMENTS I FOUNDATION TO SEPTIC TANK FOUNDATION TO SEEPAGE Pll" DRAIN FIELD _ 2-o SEPTIC TANK TO SEEPAGE PIT WALL �e 2-o' SEPTIC TANK —. SEEPAGE PIT _, DRAIN FIELD . TO NEAREST LOT LINE, WELL TO SEPTIC TANK b SEEPAGE PIT . 1 DRAIN FIELD - L_[�( —, ALSO CONSIDER AREA WELLS. WATER MAIN TO SEPTIC TANK SEEPAGE PIT DRAIN FIELD s SEPTIC TANK, _-�. SEEPAGE PIT -� DRAIN FIELD TO RIVER, LAKE, STREAM. CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF EXCAVATION 5 FEET INTO UNDISTURBED 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 INSTALLATION. G.A.A.B. J OR LICENSED DESIGNER ✓ WAIC y DIAGRAM OF SYSTEM 1 � p I I I r l PVi SS 1 CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGAREA DESCRIBED SYSTEM 15 IN ACCORDANCE WITH SAID CODE. / DATE/ ../ -�� APPLICANT'S SIGNATURE FORM NO. EQ -016 _ ORDI� ANCE NO. 28.68 ANDTHATTHE ABOVEC'� I SS 1 CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGAREA DESCRIBED SYSTEM 15 IN ACCORDANCE WITH SAID CODE. / DATE/ ../ -�� APPLICANT'S SIGNATURE FORM NO. EQ -016 _ ORDI� ANCE NO. 28.68 ANDTHATTHE ABOVEC'� Ila a ANc;;OnAGr F'AFRF;AN;{5 � — CONS 13 L.:C AN -FS, INC. 249 EAST 51ST AVENUE: • P.O. BOX 6087 o ANCHORAGE, ALASKA 99503 . TELEPHONE 907-299-0483 . TELEX 090-35419 April 14, 1975 Mr. Ray Hamilton 3209 Denali Street Anchorage, Alaska R & M No. 562009 RE: Test Hole and Soil. Log Report for�Sani.tary System Lot 52 Section 15, R3W, T12N Dear Mr.. Hamilton: We are submitting herewith 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 April 10, 1975, and those procedures outlined in a letter dated December .19, 1974, by Mr. Rolf Strickland of the Greater Anchorage Area Borough Department of Environmental Quality. A single test hole was put down within the Loi: 52 area for the purpose of defining general subsurface soil conditions for the proposed sanitary system. Excavation was accomplished with an auger type drilling rig and the test hole was extended to a total. depth of 20.0 feet below ground surface. One sample was recovered from a depth of 5'--6' in the test hole and retained for grain size analysis. The results of this .sample are enclosed. 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. James W. Rooney` JWR:sc Encl. Zcc : GAAB T. 11. 1 4-11-75 M U w, Pop M O 0 j P4 A G Sandy Silt w/ Some Gravel ( ML) Sample No. 1. Silty Sand w/ Some Gravel (SM) -)50 No Water Table %__ngineering a Geological Consultants Inc. ANCHORAGE FAIRBANKS ALASKA JUNEAU DATE 4_10-%5 SCALE j"-jI OW�BY pJ CMKD BY pJ ,14921.1 Ray Hamilton Log of Test Hole Anchorage, Alaska PROJ. NO. 562009 IDWG NO. A-01 TES'r ON Silty Sand LABORATORY TEST REPORT PROJECT NO.- SAMPLED FROM SOURCE_LOt 52 , PROJECT NAME Ray Hamilton Boring i 'SUBMITTED BY Jackson Section 15, R3W, T12N LOCATION Anchorage, Alaska GRAIN SIZE DISTRIBUTION SIEVE #4 #s #80 #loo DELETERIOUS MATERIAL DEPTH 5.0'-6.0' DATE SAMPLED 4-10-75 %+ 3 GRAVEL SAND SILT %CLAY CLASSIFICATION FSV LL PL REMARKS UNIFIED SM STATIC IMMERSION DRANO 0% I/2%-- AASHO FAA 562009 R&M PROJECT NO. LAB NO. 75A-470 FIELD NO. DATE REPORTED 4-11-75 BATE RECEIVED 4-10-75 COMPACTION OPTIMUM MOISTURE MAX WET DENSITY MAX OilY DENSITY CORR MAX. DRY DENSITY Engineering ~Geologlcal Conaultants MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & HUMAN SERVICES DIVISION OF ENVIRONMENTAL SERVICES CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAl_ OF ON-SITE SEWER AND WATER FACILITY ~.,~0 .- ~, 264-4744 Application Date GENERAL INFORMATION (MUST BE COMPLETED PRIOR TO SUBMITTAL) (a) Legal Description (include lot, block, subdivision, section, township, range) Location (address or directions) (b) Property Owner ~"~¢;~ .~c,~,¢v~a.,~ _ Telephone: Home $~&' ~ Business Mailing Address (c) Lending Institution Iq, 0 ~'4 ~. ]~.O~U ~T ~'[ Telephone Mailing Address. ~//o ~ ,T'. "'~-'o,¢~,'~ u~L4~"l'"~-.., (d) Real Estate Company and Agent ."'~¢" ~ ~ ~,~*~/-4- Telephone (e) Mail the HAA to the followina address: or; Check here ~, if hold for pick up, List contact person and day phone number below. 'rYPE OF RESIDENCE Single-Family~ Number of Bedrooms _¢ WATFR SUPPLY Well~ Community [] Public [] Individual 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/'-community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. 72-025 fRev 81861 Front Page 1 of 2 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, I 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. I 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 and State codes, ordinances, and regulations in effect on the date of this in~..~c~ Name of Firm _ 4.¢.~. Telephone Address 0 ~ ~ EngineerTs Seal DHHS APPROVAL Approved for .z~'.¢.~. ~/T'...) bedrooms by Approved ~, Disapproved Terms of Conditional Approval Conditional 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 D H HS 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. Page 2 of 2 72 025 ¢Rev 886l Sack ..,.c~ MUNICIPALITY OF ANCHORAGE (MOA) O~' 'k~c-'v~ O~q\5\O~' HEALTH AUTHORITY APPROVAL (HAA) ~O?~5~C~5 CNECKLIST ~ FEBRUARY 1984 ~, ~ 264-4744 ~ ¢~[ Lega~ ~escription: ~ ~ ,~- Well Classification ~ ~ -~ If A, B, C, D.E.C. Approved (YIN) Well Log Present (Y/N) ~%~ Date Completed ¢~[~ Yield Total Depth. ~J ~ Cased to ~/~ Depth of Grouting /~ ¢~ ~ Static Water Level /~ ~ Casing Height Above Ground __ Electrical Wiring in Conduit (Y/N) Separation Distances from Well: To Septic/Holding Tank on Lot //ICz To Nearest Edge of Absorption Field on Lot To Nearest Public Sewer Line ~ 0/~Z/]..~ Cleanout/Manhole Water Sample Collected by ____ Pump Set At _ ~ /~ Sanitary Seal on Casing (Y/N) .~ Depression Around Wellhead (Y/N) ~ Water Sample Test Results ; On Adjoining Lots ~,/~'~'~ ; On Adjoining Lots To Nearest Public Sewer __ To Nearest Sewer Service Line on Lot /~ / O -~ -~ ; Date __ ,2/~., ~/o,,...l~/ Comments B. SEPTIC/HOLDING TANK DATA Date Installed /¢/7¢- _ Size __/,¢2~ O No. of Compartments Standpipes (Y/N) ~-.)/~/'~'- Air-tight Caps (Y/N) Depression over Tank (Y/N) Pumping/Maintenance Contract on File (Y/N) Holding Tank High-Water Alarm (Y/N) Separation Distances from Septic/Holding Tank: To Water-Supply Well To Property Line To Water Main/Service Line Course Foundation Cleanout (Y/N} Date Last Pumped ¢Z/::2. ,~-/~ ~ Temporary Holding Tank Permit (Y/N) To Building Foundation To Disposal Field ~O To Stream, Pond, Lake, or Major Drainage Comments Page I of 2 72-026 IRC'v 8'861 Front C. ABSORPTION FIELD DATA Soils Rating in Absorption Strata Date Installed / Width of Field Square Feet of Absorption Area Depression over Field (Y/N) ~'-I Results of Last Adequacy Test Separation Distance from Absorption Field: To Water-Supply Well J / 0 '~-~ To Building Foundation Lot ~ 0 N J~ To Water Main/Service Line To Stream/Pond/Lake/or Major Drainage Course To Driveway, Parking Area, or Vehicle Storage Area Type of System Design Length of Field Depth of Field Gravel Bed Thickness Standpipes Present (Y/N) Date of Last Adequacy Test To Property Line To Existing or Abandoned System on ; On Adjoining Lots .~ To Cutbank (if present) 5:/: Comments LIFT STATION Date Installed Size in Gallons "Pump On" Level at High Water Alarm Level at Tested for Electrical Codes (Y/N) Dimensions Manhole/Access (Y/N) "Pump Off" Level at Vent (Y/N) Pumping Cycles during Adequacy Test. Meets MOA Comments ** Check Permitted Bedroom Rating Against HAA Request ** I certify that I have checked, verifiedy~r conformed to all MOA and HAA guidelines in effect on the date of this inspection. Signed ~'~'- ~ Date / Company MOA No. Receipt No. (~) '~ ~:~ Date of Paymeut-~///~ r Amount: $ // ~-d Page 2 of 2 Engineer's Seal 72-026 fRev 8/861 Back CONSULTING ENGINEER ~ ~ ~ ANCHQRAGE, ALASKA 99501 TELEPHONE: (907) 279-3916 RESIDENTIAL WELL INSPECTION LEGAL: Lot 52, Sec. 15, T12N, R3W LOCATION.' 9400 Jupiter D~ive OWNER: Me lv i.n Ackerman TYPE OF WELL: Residential, Single Family i ~.~~ WELL LOG AVAILABLE: No INSTALLATION REQUIREMENTS MET:Yes ~%% PUMP YIELD FROM TEST: 4.5 Gallons Der Minute DATE OF INSPECTION: February 24, 1988 TEST PROCEDURE: Well was pumped at a constant rate while the drawdown was monitored with an acoustic probe. At the beginning of the test water level was found at 183 feet below top of casing. At a pumping rate of 4.5 gallons per minute the water level dropped to 187 feet after 10 minutes of pumping and remained at that level for the remainder of the test, three hours. A total of 730 gallons were Dumped. TEST FOR E.COLI AND TOTAL NITROGEN: Water was tested for E.Coli and total nitrates on E.Coli 0. Total Nitrates mg/1. ND Nitrates Max. allowable Total Nitrates 10mg/1. TEST RESULTS: This well meets the requirements of the Municipality of An.chorage. THIS WELL WILL PRODUCE MORE THAN 3 GALLONS PER MINUTE FOR MORE THAN FOUR HOURS The Municipal requirement for well flow is 150 gallons of water per bedroom per day. This well exceed this requirement. The assessment of the condition of the well applies only to the conditions as of the day 'tested. The flow rate may change due to subsurface conditions that may not be observed from the surface, and changes in the land use and other fac'torN~3N~Y~N~A~t the aquifer feeding the well. ENVIRONMEN~LS~RVICESDIVI$10N R[CEIVED ~m (~ ~.5.~ [~ ~,.~ [~ ~[I I~ ~.~[L ~] ~L~~ []~ Oi ~-.~ ~ 203W.ANCHORAGE,15th AVEALASKA "C" SUUE 20399501 CONSULTING ENGINEER TELEPHONE: (907) 279-3916 LEGAL: LOCATION: OWNER: RESIDENCE: WELL: SEPTIC SYSTEM ADEQUACY TEST Lot 52, Sec. 15, T12N, R3W 9400 Jupiter Drive Melvin Ackerman Single Family, Four Bedrooms On Site, Residential SEPTIC SYSTEM: FROM MUNICIPAL RECORDS: TANK: Sunset Plastic, One Comp. ABSORPTION SYSTEM: Trench ABSORPTION AREA: 1240 sq. ft. SOIL RATING: 250 INSTALLATION DATE: June, 1975 1250 gal DATE OF LAST PUMPING: February 25, 1988. Isaacs Pumping Service DATE OF TEST. February 24, 1988 TEST PROCEDURE: System was inspected and measured. Tank was ~found with 3.5 feet of cover and a liquid depth of 51.5 inches. 6-inch sump was completely filled with water. Clean outs in the middle trench were five feet deep and had 3 inches of Iiquid. 730 gallons of clean water was added to the an outs while the water levels in the tank and the sump were monitored. No changes in the water levels were observed. Time to add this water was three hours. TEST RESULT: This system meets the code requirements of the Health and Social Services Department of the Municipality of Anchorage. NOTE The operational life of all septic systems depends on the local soil conditions, groundwater levels that may fluctuate during the year, and the water usag~ of the family being served by the system. These conditions are outside the control of the evaluator of this septic system. We can therefore not give any estimate of how long this system will function satisfactory for current or future occupants MUNICIPALITY OF ANCHORAGE ~-,~-~.~J~I,~ONMENT/~_ ;',OFECTION ~ DEPARTMENT OF HEALTH 8I ENVIRONMENTAL PROTECTION 82B LStreet-A,chorage, Ala,ka99501 J 2L. 1979 ENVIRONMENTAL ENGINEERING DIVISION REQUEST FOR APPROVAL OF INDIVIDUAL WATER AND SEWER FACILITIES 1. PROPI:"R~T-~ OWNER / / I pf.~ON/E j /~. PROpERT~R~SIDENT(~lfdifferentframabeve) ~ PHON~ 2 BUYER ~ PNONE ~-. 'LENDING INSTITUTION MAILING ADDRESS PHONE 4. REALTOR/AGENT PHONE' MAI LING ADDRESS ~', LEGAL DESCRIF;T'I'~N 6. TYPE OF RESIDENCE I~ SINGLE FAMILY [] MUL.TIPLE FAMILY 7, WATER SUPPLY ~,~ INDIVIDUAL* COMMUNITY [] PUBLIC UTI LITY NUMBER OF BEDROOMS [] Two Five E Three E3 Six Other * ATTACH WELL LOG. A well log is required for al wells drilled _sinc~e_June 1975. For wells drilled prior to that date, give well death (attach log if availabie.] ,~/,~ / S, SEWAGE DISPOSAL SYSTEM [~ INDIVI DUAL/ON-SITE*' **If individua/on-site, give installation oate If svstem is over '£wo..~_~ears old an adeauac¢ test is required [] ~UBLIC UTIL TY by this De~artmant. NOTE'. THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST REFORE 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 2, WATER SUPPLY PERMIT NUMBER [] INDIVIDUAL DEPTH OF WELL [] COMMUNITY DATE DRILLED [] PUBLIC UTILITY Connection Verified LOG RECEIVED 3, SEWAGE DISPOSAL SYSTEM PERMIT NUMBER E~IIq'DIVI DUAL/ON -SITE DATE INSTALLED []PUBLIC UTILITY Connection Verified __ INSTALLER [~]Septic Tank or [] Holding Tank SiZe: / ~.~-(3 IfTank ishomemade SOILS RATING give dimensions: TYPE OF TANK MANUFACTURER TOTAL ABSORPTION AREA MATERIAL ' =~'~'~ 4, DISTANCES )ti~H. Sewer Line Nearest Lot Line Septi Holding Tank Absorption Area WELL TO: ~~/'~/ Absorption Area to nearest Lot Line 5, COMMENTS [~]-~-'APPROVED FOR z~ BEDROOMS [] CONDITIONAL APPROVAL (letter must accompany certificate) [] DISAPPROVED DATE BY (Title) LEGAL DESCRIPTION 72-010 (Rev, 3/78) July 12, 1979 R&M No. 951232 Ray Hamilton 9400 Jupiter Anchorage, Alaska Re: Adequacy Test on Existing Sanitary Sewer System; Lot 52, Sec. 15, T12N, R3W, SM, Alaska Dear Mr. Hamilton: Per your request of July 11, 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: Elapsed Liquid Level Be]ow Top Total Gallons Time of Standpipe Added (Minutes) (inches) 0 64.5 0 8 64.75 25 18 64.0 50 27 63.5 75 37 63.0 100 47.5 64.0 125 63 64.0 150 70 64.5 150 75 64.5 150 The meter used during the test was a Rockwell 5/8" standard water meter which had previously been calibrated by R&M Consultants, ]inc. If the 4 bedroom residence on the property is to house 8 people, the average load on the system can be expected to be 600 gallons per day or .42 gallons per minute. During the test, the system accepted 150 gallons in 70 minutes. This indicates an average effluent acceptance rate of approximately 2.14 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 disposing of effluent at an adequate rate for a 4 bedroom residence. July ][2, ]979 Ray Hamilton Page '-2- 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&M CONSULTANTS, INC. Ernest. R. Rahaim Staff Geologist Smith Project Manager ERR/OAS/dj/AT&SI-B Department of Environmental Quality 3330 "C" Street, Anchorage, Alaska 99503 274-.456'1 Date Received Time of Inspection Date of Inspection l. Approval requested by: Mailing Address: 2. Property Owner: REQUEST FOR APPROVAL OF INDIVIDUAL SEWER & WATER FACILITIES Phone: Phone: Mailing Address: 3. Legal Description: 4. Location: 5. Type of facility to be inspected No. of bedrooms 6. Well Data: A. Type _~._~.x~ , C. Construction ~~~ 7. Sewage Disposal System: A. Installed(~ z ~_~_]~] C. Septic Ta~: 1. Size B. Depth D. Bacterial Analysis B, Installer 2. Manufacturer D. Seepage Pit: 1. Absorption Area 2. Material E. Disposal Field: Total length of lines 8. Distances: A. Well to: Septic tank , Absorption area , Sewer Lines , Nearest lot line , Other contamination B. Foundation to septic tank , Absorption area C. Absorption area to nearest lot line EQ-034 (1174) Page 1 of two pages 3330 3o,/"? S- GREATER ANCtlORAGE AREA BOROUGH Department of Environmental Quali~ty "C" St,, Anchorage, Alaska 99503 27q-4561 REQUEST FOR APPROVAL OF INDIVIDUAL SEWER & WATER FACILITIES 1. Type of 2. Property Owner: Maiqing Address 3. Name of Buyer: Mailing Address Inspection: CMRO VA FHA Phone CONV ,/' Day Phone 4. Name of Lending Institution: Mailing Address: _ /~ H S": Phone 5. Name of Realtor or Agent: Mailing Address: Phone 6. Legal Description: Location: _ 7. Type of Facility to 8. Water Supply Type of Supply: If Individual, If Individual, 9. Sewage Disposal System Type of System: Public ~ If Individual,, date of be inspected: Public [Jtility Individual number of dwellings presently served depth of well ~ Utility installation Individual (on-site) EQ-O37 Page 2 of two pages - Re :: for Approval of Individual If & Water Facilities Legal Description Comments Approved Disapproved Date/~)- Appr~Lwa~ 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 (1/7q)