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Home My WebLink AboutSIEFKER #2 LT B-1A5i fker Lot B-IA #015- 272-19 Municipality of Anchorage Development Services Department Building Safety Division On-Site Water and Wastewa[er Program, 4700 Elrnore Read P.O. Box 196650 Anchorage. AK 99507 Page of www. ci.anchorage.ak, us (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND[OR WELL INSPECTION REPORT Permit Number: SW9970394 PID Number: 015-272-19 Sandor Uanyoky Wastewater System: [] New [] Upgrade 3900 E. 112th Avenue Anchorage, AK 99516 ABSORPTION FIELD Phone: Number of BedrOoms; Five [] DeepTrench ~ Shallow Trench [] Bed [] Mound [] Othe~ LEGAL DESCRIPTION Soil Rating: Total Depth from odginal grade: 1,2 GPD/F[~ 7-9.5 Ft. E~ock: Let: B-lA Subdivision: Sietker No. 2 4 Ft. 4-4.1 Ft. 2-4 Ft. 75 Ft. Well: [] New [] Upgrade ~reve~ddt~: 5 Ft. NumberOf/ines:l I Distance bemoan lines:. Ft. Existing Ft. Ft. 750 Et~ ASTM D3034 PVC Fl ' Acreage Systems 11/8/lg97 *P Ft. Ft. TANK SEPARATION DISTANCES [] septic [] Holding [] S.T.E.P. [] Other: From~ Septic Absorptior Lift Holding 3 ublic./Private Manufacturer: Capacity: Tank Field Station Tank Sewer Line Anchorage Tank 2,000 Gal. v'~ll >100' >100' N/A N/A >25' Steel J Two (2) SuaaceWater >100' >100' N/A N/A ~ / LIFT STATION Lot Line >6' > 10' N/A N/A Gal. Foundation >5~ >10* N/A N/A in. in.I in. BENCH MARK 6" Spike Set in West Face of 16" Diameter Spruce t.5' Above Ground. 100.0 Ft. Inspections performed by: A. Harala Dates: 1st 11/8/97 :'~~'~,~'~ Development Services Department Approval Conditional Approval Date: Reviewed and approved by Date: C-/D/ t (P~v. 04A/6) ' t~ t a Municipality of Anchorage DEVEOPMENT SERVICES DEPARTMENT 4700 Elmore Road Anchorage, AK. 99519-6655 - 343-7904 Permit Number: SVV0970394 E. 112th Avenue Page 2 of 3 015-272-19 East 157.22 I Gravel¼ WELL 10' Utility Easement Five Bedroom Home Lot B-lA lO' Utility Easement N89" 54'42"E 157.15 PLAN AS-BUILT SCALE 1" = 40' B-2A S2 C7 C8 128.8' 85.6' 137.8' 88,6' Municipality of Anchorage DEVEOPMENT SERVICES DEPARTMENT 4700 Elmore Road Anchorage, AK. 99519-6655 -343-7904 On-Site Wastewater Disposal System or Well Inspection Repot[ Permit Number: SW0970394 Page 3 of 3 PID No, 015-272-19 98.0 90.9 ~.U 97.6 94.8 y Existing Grade Geotextile Fabric ~- Drainfield Rock 86.8 I 78.8 ~ 75' (Trench Length) Groundwater @ 81.8 \ 6/15/97 93.8 90.9 &7GO DEPI~ 1 2 3 4 6 7 8 9 11 20 MUNICIPALITY OF ANCHORAGE DEVELOPMENT SERVICES DEPARTMENT BRAGAW STREET ANCHORAGE, AK 99519-6650 SOILS LOG - PERCOLATION TEST ] LEGAL DESCRIPTION: LOT BIA, SIEFKER SUBDIVISION NO. 2 PERFORM]{D FOR: DATE: 11/7/1997 PARCEL ID#: OB/OG SANDOR MANYOKY PROJECT No,: TECHNICIAN: WELL GRADED SAND WITH GRAVEL SW B0H @ 6' A. HARALA SLOPE SITE PLAN SEE SITE PLAN WAS GROUND WA2~,R ENCOUNTEKED? NO DEPTH OF WATER AFTER MONITORING: NONE 0°~o DATE 0F MONITORING: 9/]0/0__7 ~ DATE DEPTH TO READING GR, OSS TIM, E NET TIME WATER NET DROP ~M MUTES) (MINUTES) (INCHES) (INCHES) TEST HOLE PRESOAKED PRIOR TO TESTING: 11/07 1 2 7.75" 3 10:14 1.13" 10:34 30 8.88" 10:36 1.00" 11:06 30 8.56" 11:09 1.25" 11:39 30 8.75" 4 7.56" 5 6 7.50" PERCOLATION RATE: 4 .0ViiN/iNCH) PERC. HOLE DIA. 6" {rNCH~S TEST RUN BETWEEN: 5,5 FT. and 6.5 FT. COMMENTS: TEST HOLE PRE SOAKED PRIOR TO TEST, TEST HOLE COHPLETED TO VERIFY SOIL CONSISTENCY. TEST PERFORMED BY ANDERSON ENGINEERING. I, MICHAEL E. ANDERSON CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPLE GUIDELINES IN EFFECT ON THIS DATE: 9/10/2_007 GZ'96Z' M,,Z'P',G I, oOON O'OZ 9'61,1, ~,uewese3/(l!l!~l'l ,0 I, i, 9'96a ~,,~a,91, o00N z 0 I-- ~- o~- ~.0 ~ "~ [iJ PAGE 1 OF MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 ON-SITE WASTEWATER DISPOSAL SYSTEM (UPGRADE) PERMIT PERMIT NUMBER:SW970394 DESIGN ENGINEER:ANDERSON ENGINEERING OWNER NANE:MANYOKY SANDOR & SUSAN H OWNER ADDRESS:3900 E ll2TH AVE ANCHORAGE, AK 99516 DATE ISSUED:il/06/97 EXPIRATION DATE:il/06/98 PARCEL ID:01527219 LEGAL DESCRIPTION: ~KER ~2 LT B-lA LOT SIZE: 46594 (SQ. FT.) NUMBER OF BEDROOMS: 5 THIS PERMIT: 5 THIS PERMIT IS FOR THE CONSTRUCTION OF: DISPOSAL FIELD /SEPTIC TANK 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 ENGINEER MUST NOTIFY DHHS AT LEAST 2 HOURS PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY CALLING 343-4744 ( 24 HOURS ) (NOT REQUIRED FOR WELL ONLY PERMIT) 4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING WEATHER MUST BE EITHER: A. OPENED AND CLOSED ON THE SAME DAY B. COVERED, SEALED AND HEATED TO PREVENT FREEZING 5. THE FOLLOWING SPECIAL PROVISIONS. SPECIAL PROVISIONS: ISSUED BY: November 4, 1997 Municipality of Anchorage Department of Heath & Human Services 825 "L" Street Anchorage, AK 99502-0650 Subject: Lot B1A, Siefker Subdivision No. 2 Septic System Design Impacts to Adjacent Properties Dear On Site Services Engineer: The absorption pit on Lot B1A, Siefker Subdivision No. 2 has failed and is backing effluent into the house. We are therefore applying for a permit to upgrade the septic system on the lot including the replacement of the existing septic tank. The attached Site Pla_n shows the area where the new septic tank and absorption trench are to be placed. The existing septic tank and absorption crib will be pumped, crushed, backfilled and abandoned in place. The testholes placed in the area of the 'proposed absorption trench revealed clean well graded sand with some gravel with a percolation rate of 1.5 minutes per inch. Groundwater was encountered at a depth of 13', but was not present three weeks later. We are therefore proposing placement of a 63' long by 5' wide by 4' effecl~ive depth absorption trench for disposal of septic effluent. The maximumI depth of the trench will be 8' below the ground surface providing a 5' separation distance from the highest measured groundwater level. The ground surface of the lot is mostly flat with only a minor drop from west to east. The surface slopes at a 2% grade from north to south providing sufficient fall from the foundation cleanout to the location of the new septic tank. The lots in the area are large and no conflicts were noted between the new septic system and wells in the area. Lot B1A, Siefker Subdivision No. 2 November 4, 1997 Page Two If the system is constructed as designed 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 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. 3. 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 29 112' 30 PROJECT ~ ~ THIS ~ VACANT . ~ B1A B1B NOTE: NO Confli ~ts Between New ;eptic System and Exist .ng Facilities i 1 the Area. EAST 112TH AVENUE 156' Four Bedroom Home NOTE: I o Gallon I__~ Septic Tank 2 TH 1 63' Long X 5'i Wide X 4' Eff. Depth Absorption'Trench Existing Septic'Tank and Crib to be pumped, crushed,, filled with native soil and abandoned in place. SCALE 1 = 40 LOT BIA, SIEFKER SUBDIVISION NO. 2 DESIGN FACTORS: SYSTEM REQUIREMENTS: Five Bedroom Home Perc. Rate: 1.5 Min./Inch Application' Rate: 1.2 GPD/SF 5' Wide Trench System 1,500 Gallon Septic Tank 4' Drainfield Rock 5 Bedrooms X 150 GPD / 1.2 GPD/SF = 625 SF of Absorption Area 625 SF/5 LF (Width) X .5 (Red. Factor) = 62.5 LF Trench Length Therefore: Construct a 5' Wide Absorption Lateral 63' in Length with 4' of Drainfield Distribution Pipe in Trench Placed at 4.0' Surface. Trench System With One Rock Beneath the Lateral. Below the Original Ground NOTE: TYPICAL WIDE TRENCH SECTION Grade Area Over Trench to Drain Away. ~ ~",~QTH ~ '.~ M;mmum 3 of Cover Dye Septic System. ~, ,.,~."m""# '~/'} ~ Minimum 4' Separation From Groundwater. ~ ~~,~ ~ ~'. MICHA~ E. ANDERSON -. ' · . DEPARTMENT OF HEALTH & HUMAN SERVICE5 ...... .~"YlQ ll~TH ~ ".'-~-'~fl.-A-. ' 825 "L" Street, Anchorage, Alaska 9950E-0850 ,~.~'-.'] ;... :¥,':'r.....~-A - - ..~ · .~ "EREOFIMED NOR Sandor Manyoky DATE PFJIF~(~I~~ LEGAl. DE~-~HIPTION: 1 2 3 4, 6- 6- 7- 8- g. 10- 11 12 13 14 i5 16- 17.- 18- SW Lot BIB. $iefker NO, 2T°wnshlp'Range"~'ti°n: OL ML SM Hole TESTHOLE No. 1 of SLOPE · ' SITE PLAN WAS GROUND WAY .m~ 'ENCOUNTERED? Yes IF YES, AT WHAT 1 3 ' DEPTH? I1~ Nonea'~' 6/15/9 R~ ~, ~i ~ Pl; n PERCOLATION RATE 1.5 munu.~mm) PE~C HOLE DwaE'rE~ 6" ~ RUN BETWEEN 6 FTAND ? FT COMMENTS Testhole presoaked prior to test. More than 52% of the mater~al encountered in the testhole passes the No. 4 Seive:' ' PERFORME~BY: ~- "anvc)kY. " ' .' T~W~P~FOR~IN t~i~.,'~) ' DEPARTMENT OF HEALTH & HUMAN SERVICES .,~,',._A%~.. ~ '..'I"'"1, - / · / SOILS LOG '- PERCOLATION'TEST FE. FO"MED FO.: Sandor Manyoky ' . . . . .*.' ..'. ..~,~.~ ~.~' '"r-a'DE~C~,P~ION: Lot 'B1B. Siefker No. ~Tow~Rmng&--om OG 8LOPE SIT~ PI.AN' 1,...~ S- 6- 7- 8- 9- 10. 11 12 13 14 15- 16- 17 - 18- 19- 20. 1 2 ML 3 TESTHOLE No. 2 . SW SM WAS GROUND WA't~R :om of Hole o% IF YE~ AT WHAT DEPTH? .E Immm,m~ None ,~,.' 6/~5/97 Same Material Ls Testh¢le No. 1 P;RCO~O~RA~ 1.5 (mmu~e~m, wh]F~Ci'iOt.~Dl~ 6" TESTRUNBETWEEN · 6 ~aNO 7 ~ -Testhole presoaked prior to test. More than 52% of the material encounfered in the testhole passes the No. 4 Seive~ ' ACCORDANCE WITH AU. STATE AND MU~JiC4PAL (~UIDEIJNES IN ~'~-~'T ON ~15 ~ DATE:' 72-~ (Rev. (907) 243-2282 KEN JOHNSON KEN'S COMPANY WATER WELL DRILLING PUMP SALES & SERVICE 30 YEARS ALASKA DRILLING 3163 LINDEN DRIVE - -- ANCHORAGE ALASKA 99502 MUN CIPALITV OF ANOHO~ DEPT, OF HEALTH & ENVIRONMENTAL PROTECTION OC'~'O,~,R 2 ~, 1 ~C5 LARRY TURNER ED 5~NDER NOVA PROPERTY ~A~:~G~5~ItEN~ 605 West TUDOR ANC~{ORAGE, AL~KA 99503 RECEIVED ( 56't-6682 ) RE~ LOT B lA SIEFHER ( ="~'~ · ~o~ 3900 & 112th. Jerome & 0 ~alley ) ~ATER ~ELL LOG ~71 ft to 179 ft 179 ft ~o 185 ft 185 ft to 188 ft 188 fttto 194 ft 194 ft to 197 ft 197 ft to 198 ft 198 ft to 202 ft 202 ft to 203 ft 203 ft t~ 205 ft 205 ft to 208 ft 208 ft to 211 ft 2!1 ft to 215 ft 215 ft To~al casing 217'-1~" Course gravel & gray silt..Tight..Dry.. Same with brown silt ~ed. gray & brown silt Course gray & It brown silt ( ~ight ) Course yrav & gray silt Weeps H20.. Formation same.. Sameo~ Dry.. ~eeps H20.. 2..3.. Gpm 30' head.. Bail dry Poor ~ecoveryo. Dry.. Course gray & Lt. br~ silt Same.. ~eeps H20 .. Poor.. Course gray & lt. brn silt ..DRy.. Weeps.. Same formation .. Clean ~ed sand & ~rav. ~ater bearing.. 45 ft head..Test bailed at 10 GP~ 15 ft Drawdown and improving Bottom Stable..( See test Data-Below ) S~ATIC ~ATER LEVEL.. 155 ft. ( 62 ft. head ) TI~E GP~ DRAWDO%;N R~LRKS 1752 12 155 1755 12 173 1757 z2 1800 11 185 1505 11 190-8 1810 11 192 1815 11 194-7 1820 11 195-9 RECOVF~R¥~ ~inutes .{ater level one 190 two 184 three 179-6 four 175-6 five 172-6 six 170-6 seven 167-4 eight 165-4 Clean Light cloudy Very dirty Dirty ( milky ..clearing ) Oloudy..clearing rapidly.. Almost clear Clean & clear clean & clear RE~uLRKS Shut off preessure on Red Jacket 3/4HP RANCHO SUB. PU~f~ 70 Lbs. at 195 ft water level Pump Set at 211 f; 4 in. · , ~. -.. APPLI~IT FILLS OUT UPPER HA~ONLY /P ope ;yO--r Phone Buyer Address Zip Code Lending Insti~tion ~o~e Address Zip Code Type of Resi~nce . ..~. S~ngle Family ~ ~Mu~tiple Family No. of Bedroo~ ~. ~ ~ Other ~ Indlvid~l A~ACH ~LL LOG. A w~l Icg is required for all wells d~lled since dune 1975. ~CommunitYPub, ic Utility ~ ~ ~ ,~ ~ ~, Fo~ wells ~illed prior to that date, glve wel, dep,h (attach log ,f a~allable). Sewer Disposal ~ ~,~ ~ D HoldingTank ~ ~. ~ When Connecled to Public Utility: ~ NOTE: THE ~NSPECTION FEE MUST ACCOMPANY EACH RE~EST BEFORE ~OCESSING CAN BE INITIATED. Inspector Inspector Inspeclor Inspector *CONDITIONS OF APPROVAL ( ) DISAPPROVED ( ~...)-~ONJ~ItTIONAL APPROVAL* Soils Rating Date Sewer Installed Well To Absorption Area Well Log Received Well to Tank Septic Tank Size Municipality of Anchorage On-Site Water and Wastewater Program (907) 343-7904 Certificate of On-Site Systems Approval Parcel I.D. 0 15-272-19 Expiration Date: 1. GENERAL INFORMATION Complete legal description Siefker #2, Lot B-lA Location (site address) 3900 East 112th Avenue Anchorage, AK 99516 Currant Property owner(s) Sandor & Susan Manyoky Day phone Mailing address 3900 East 112th Avenue Anchorage, AK 99516 Real Estate Agent Day phone 2. TYPE OF'DWELLING: [] Single Family (w/wo ADU) [] Duplex [] Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: Six TYPE OF WATER SUPPLY: ,lndividual Well [] Individual Water Storage [] Community Class __ Well [] Public Water System [] TYPE OF WASTEWATER DISPOSAL: Individual [] Holding Tank [] Community [] Public Sewer [] WaiverNariance request for: Received by:. ~ ~ ~ COSA to be released to the engineer, unless other~se requested by the engineer. Date: Distance: COSA Fee $. ~;;~-.-(o '- Date of Payment ~>J ~,O 1(5 Receipt Number C)~'~ C~ COSA~ O5~ ~q~ Waiver Fee $ Date of Payment Receipt Number Waiver # 5. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below. I verify that my investigation, based on procedures outlined in the Certificate of On-Site Systems Approval Guidelines for this application. shows that the on-site water supply and/or wastewater disposal system is (are) 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(are) in compliance with all applicable Municipal and State codes. ordinances, and regulations in effect at the time of installation. Name of Firm Anderson Engineering Address P.O. Box 240773 Anchorage, AK 99524 Engineer's Printed Name Michael E. Anderson, P.E. DSD SIGNATURE ~'"~ System #1 Approved for System #2 Approved for Disapproved Conditional approval for Phone 522-7773 Date 8/20//2015 ~.~ · MICHAEL E, ANDERSOM - ~ ~ bedrooms ~*~ % rr ~1 ".~ ~ bedrooms, with the following stipul~~ ON-SITE "'~¢ WATER AND upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage ~s no[ responsible for errors or omissions in/he professional engineer's work ATTACHMENTS: COSA Checklist Septic System Advisory Well Flow Advisory X Nitrate Advisory Arsenic Advisory Other COSAblueshee~_[ - ' c D. LIFT STATION Date installed "Pump on" level at __ Datum Size in gallons in, "Pump off' level at Cycles tested in. Manhole/Access (Y/N) High water alarm level at Meets alarm & circuit requirements? E. SEPARATION DISTANCES WELL ON LOT TO: Septic tanldlift station on lot >100' Absorption field on lot > 100' Public sewer main >75' Sewer/septic service line >25' Animal containment areas >50' SEPTIC/HOLDING TANK ON LOT TO: Building foundation >5' Property line >5' Water main > 10' Water service line >10' Wells on adjacent lots >100' ABSORPTION FIELD ON LOT TO: Property line > 10' Building foundation Water Service line >10' Curtain drain None Noted >10' Surface water >100' Wells on adjacent lots >100' On adjacent lots > 100' On adjacent lots > 100' Public sewer manhote/cleanout > 100' Holding tank >75' Manure/animal excrete storage areas > 100' Absorption field >5' Surface water > 100' Water main N/A Driveway, parkingNehiclestorege >10~ F. COMMENTS The septic system is sufficiently sized to support a six bedroom home. G. ENGINEER'S CERTIFICATION I certify that I have determined through field inspections and review of Municipal records that the above systems are in conformance with MOA COSA guidelines in effect on this date. Engineer's Printed Name Michael E. Anderson, P.E. Date 8/15/2015 COSA brown sheeLl0-10-12.doc If more than I septic system Is on the lot: COSA Checklist # of Structure served by this system __ Certificate of On-Site Systems Approval Checklist IfA, B, or C provide PWSID # Sanitary seal (Y/N) Y Casedto 217 ff. Legal Description: Siefker No. 2, Lot B-lA A. WELL DATA Well type Private Date completad 10/2/85 Totaldepth 217 ff. FROM WELL LOG 10/2/85 155 rt. 10 g.p.m. Nitrate .716 mg/L Date of iest Static water level Well production WATER'SAMPLE RESULTS: Coliform 0 .colonies/100 mL Parcel ID: 015-272-19 Well Log (Y/N) Y Wires properly protected (Y/N) Y Casing height (above ground) >18 AT INSPECTION 8/15/15 144 ft. 6.6 . -g.p.m Arsenic ND ug/L Date of sample: 7/23/15 Collected by: And. Engineering in, SEPTIC/HOLDING TANK DATA Tank Type/Material Septic/Steel Tanksize 2,000 gal Foundation cleanout (Y/N) Y Date of pumping 8/7/15 Date installed 11/8/97 Number of Compartments 2 Cleanouts (Y/N) Y Depression over tank (Y/N) N High wafer'aid"tm' (Y/N) Y Pumper McDonalds Pumping Service ~.. ,,, , ABSORPTION FIELD DATA Date installed 11/8/97 Soil rating (g.p.d./~ or f~/bdrm) Length~ 75 ff. Width 5 1.2 GPD/SF System type 5' Wide- ff. Gravel below pipe 4 , - Flui(~'depth in absorption field before test 5 n Water added ;~-.:i_.Eta~sed Time:. 1~440, _min. Final fluid depth 5 in. Any rejuvenation treatment (past 12 mo.) (Y/N & type) N T~tal depth 11 rt. Eft. absorotion area 750 ~ Monitoring tube Date of adequacy test 8/15/'15 Results (Pass/Fail) Pass Y Depression over field Fo!~ ~ b~.d~eom s 1,681 gal.~ - New~d~C~t~~ -~ Ab~mtonmte >= 900 . If yes, give date