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Home My WebLink AboutSUETAWN ESTATE LT 4uetawn Estates Lot 4 #051-501-16 Municipality of Anchorage Page —L of _;3__ DEPARTMENTOF 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:,5N/9/oD 1,63 PID Number: _05/50 ZZ& Name: S Lo Wastewater System: ;4New 0 Upgrade Address. IPO fft7 ABSORPTION FIELD Phone: No. of Bedrooms - .3 ❑ Deep Trench % Shallow Trench ❑ Bed ❑ Mound 0 Other LEGAL DESCRIPTION Sou Rating, /• 2 Total Depth from original grade: v Lot: Block: Subdivision: S T GPD/SqFt Depth to pipe Whom from original grade � Gravel depth beneath pipe ST Township: Range: Section: Ft Fill added above Onginal grade: Ft Gravel length: WELL: 00 New O Upgrade ^ Ft Gravel width: 5 19.6 Ft Number of lines:. Distance between lines: Classification (Private. A,B.C): Total Depth: Cased To: Ft Total absorption area: / —' Ft p,I»material: /� R rL Ft. 424SFt. Driller. SO Ft lig/D 03 Dill Date Dr Ileo: Static Water Level: Jau lj4v+%S 7 fG 82 Ft. Installer. owtiez Date Installed: 8 /�% (o netd:Yrw CSh Pump Set et: Casing Height Aoove Ground: GPM 4 ,,,,,,.7 Fl. Ft. TANK SEPARATION DISTANCES KSeptiC ❑Holding 0S.T.E.P. To From Septic Tank Absorption Field Lin Station Hpldirng Tank$ewer alaPrivate Manufacturer. Capacity In gallons: Liras I /t K /000 Welh 1,00 14 ioo I _ 140,4 1 Material: STBi�L Number Of Compartments:Surfac Z Watere /0o r+ 00'4, — — /oorl LIFT STATION ot Line / y /D r /.5 • 0 l Size In gallons: Manufacturer: Foundation ` rl /D • j _ "Pump on' level at: 'Pump ofr' level at: High water alarm Curtain, Drain — '— ^ Pump Maka 8 M I Electrical Inspetb s performed by: Remarks:cut,42iti,. hs BENCH MARK Location and Description: NI'LL EAD � o r Assumed Elevation: /oa v ENGINEERS SEAL OF Al X11 ��P(.,,.......,,•4s �t C-3 ' •'•; fy �a Inspections performedbY: 1(A10FFA6,AJQ5P—)1J& Dates:ls7 30 a : :4...9..TH 2nd ....... ....:... AVAL 10 Department of Health and Human Services approval 0� • KennDYX� �� W CE 711r e` , 9 Reviewed and approved by: j Date: 2-17-7109 ,([ PROFE 72-013 IRay. "It MOA M a AS—BUILT SYSTEM DETAILS/SITE PLAN LOT 4, BL❑CK 3, SUE TAWN ESTATES S/D o - 0 0 N W m m o A-C=13.2 z — B-C=19.3p _ w A-D=17.4 - B-D=25.6 woo SF a �Ld A-E=25.8 3a x x 3Q B-E=36.4 ® w RI EWA A-F=13.8 M x B-F=27.0 J o J o W n 3 TRENCH #2 TRENCH #1 M ASMINE ROAD SCALE. P = 6 107.37 107.0 Wzz z107.51 FINAL GRADE 107.00 a R• wsuLpnon FILTER fPBRIC 4 W VARIES INSULFiIUN a �- 0 oN ITA GAL 104.0 T T SEPTIC a� TANK SEWER ROCK ,. 109.4 TRENCH #1 100.07 109.2 19.6' 92.07 Hox u 106.3 FINAL GRADE 106.41 Z' INSULATION FILTER FPHRIC ypRIES ��-!; OF A li \ 1 103.3 Y r� SEWER ROCK ,. l`v T TRENCH #2 9932 /* 49TH *0 /19.6 .../ 92.07 Hox �i�_,_ _ SCALES NTS KeNNSTx M. rvs LCHUGIAK, ARED FSR KND ENGINEERING CE-7116 wa 20441 PTARMIGAN BLVD Box 670498Y LOPER EAGLE RIVER, AK, 99577 (907)696-6111/Fax (907)696-8111 pROFESS100, ALASKA 99567 GATE. 10/14/96 DRRWING it \``�� SCALES AS NDTEU 96027—S2 Miuiicipality of Anchorage ` CO. Ik)c VM70 • Awhomgc, Alaska ! 5l9-CA5O. 47(N) El morc W4al \ % Oaicc: (!N)i) (3):1.K01 • Fac: (9117) 3iaR-IIX) pup://u��r.tnunLor•� Mayor Mark Begich Devclopnlcnt Scrvlccs MI)artnlciA February 28, 2008 Kenneth M. Duffus, P.E. KND Engineering, Inc 20441 Ptarmigan Blvd. Eagle River, AIC 99577 Subject: Waiver Request for Sue Town Estates, Lot 4 Waiver Request WR#: 080010 Parcel ID # 051-501-16 SW960188 Dear Kenneth M. Duffus, P.E.: Ment A �i1=i_I�I Department Your request for a waiver of the required 10 feet horizontal separation from the absorption field to the property line has been approved. The approved separation distance is 0.0 feet. This waiver approval applies to the existing absorption field to property line separation only. Any future upgrade to the on-site wastewater disposal system will require all separation distances be met or another approval from this department. If there are any further concerns or questions regarding this waiver, please call our office at 343-7904. Sincerely, ak N Deb Wockenfuss Civil Engineer On -Site Water & Wastewater Program Community, Security, Prosperity Municipality of Anchorage �� Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519.6650 www.ci.anchorage.ak.us (907)343-7904 Waiver Review Worksheet WR#:080010 PID#:051-501-16 HA/Permit# SW960188 Dale Received: February 28, 2008 Legal Description: Sue Tawn Estates, Lot 4 Engineer. Kenneth M. Duffus, P.E. KND Engineering, Inc 20441 Ptarmigan Blvd. Eagle River, AK 99577 Applicant: Shelly Loper Waiver Requested: Lot line waiver of 0'. Criteria: Geology A. Water Table B. Soil Sorption C. Permeability D. Water Table Gradient E. Horizontal Separation Total: Waiver is Granted: X Waiver is not Granted. List Conditions or Reasons for above: Points: Y� 84 i o Y { 0 ZD Date: 2/27108 By: Deb Wockenfuss Name of Reviewer ......................................................................... Rec#: 103812 Amount $175 Date Paid: 2/2812008 October 23, 2007 ArV RCIERRA ENGINEERING AND SURVEYING, INC. Dan Roth, Program Manager Municipality of Anchorage Development Services Department On -Site Water & Wastewater Program P.O. Box 196650 Anchorage, AK 99519-6650 RE: LOT LINE WAIVER — SUE TAWN ESTATES, LOT 4 Dear Dan, During the permitting process we requested a waiver to lot line of 0 feet. We followed the waiver request protocol at that time. Apparently the waiver fee was waived as the change in design was at your direction, you issued the permit and the system was built accordingly. Per your request we arc again submitting the request that a waiver to lot line of 1.5' be granted. The system is still located within the testholes radii and we do not expect there to be any adverse effect on adjacent lots by the location of this system. If you have any questions, please contact me at 868-3792 / FAX 868-3793. Respectfully submitted, ArcTerra Engineering & Surveying, Inc. Kenneth M. Duffus,.E. Attachments: MOA On -Site Services Transmittal Sheet --Copy WAIVER FEES: 0175 DATE OF PAYMENT: O RECEIPT NUMBER: /03 X312 JAY WILLIAMS DRILLING �5 90 r) -rj 14 iv pa O o o o o fr 3768447 � z 0 b q 4 > x) 0 0 tv � z 0 b q 4 > x) 0 0 P.01 E-� m 0) m r, R WORKSHEET J@HNSON CONTR LS Subject: 44 O Fon 1973 Rev. 1177 A 44 O Fon 1973 Rev. 1177 A MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 ON-SITE WELL AND WASTEWATER DISPOSAL SYSTEM PERMIT PERMIT NUMBER:SW960188 DESIGN ENGINEER:KND ENGINEERING OWNER NAME:LOPER SHELLY COLLEEN OWNER ADDRESS:P.O. BOX 670498 CHUGIAK, ALASKA 99567 PARCEL ID:05150116 LEGAL DESCRIPTION: SUETAWN ESTATE LT 4 LOT SIZE: 43560 (SQ. FT.) NUMBER OF BEDROOMS: 3 THIS PERMIT: 3 THIS PERMIT IS FOR THE CONSTRUCTION OF: DISPOSAL FIELD /SEPTIC TANK / WELL SYSTEM ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH: PAGE 1 OF 1 7� 0 cy-\ i -t P rv\ DATE ISSUED: 7/11/96 EXPIRATION DATE: 7/11/97 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: RECEIVED BY: h DATE • ISSUED BY: DATE:-/—/ 2 '/� XND ENGINEERING 20441 PTARMIGAN BLVD. EAGLE RIVER, AK 99577-8736 (907)696-8111 July 11, 1996 Municipality of Anchorage Dept. of Health & Human Services On -Site Services Section P. O. Box 196650 Anchorage, Alaska 99519-6650 Subject: Lot 4, Block 3, Sue Tawn Estates Gentlemen: On May 14, 1996, two testholes were dug on the above property. The soil logs, percolation tests and water monitoring results are attached. Based on this information, we have designed both an original and a replacement sewer system for the proposed dwelling. As you can see, the majority of this lot is extremely steep and unusable for purposes of on site wastewater disposal. The lot has been surveyed and an exact top of slope is shown on our design drawing. Due to area wells and sewers, we have only one option for the location of the sewer system. We are therefore requesting a waiver to slope and a waiver to lot line to accommodate the system. To mitigate the potential impact of installation near the slope, we have turned the trenches perpendicular to the slope and also divided the total trench required into two shorter segments. Due to the extremely porous soils, I am confident that there will be no negative impact created by being within 50 feet of the slope change. As designed, the trenches are within 40 feet of the change in slope. I am requesting that a waiver be granted to this required setback as well as a waiver to lot line of "0" feet. There is no surface water within 100 feet of our proposed development, nor no known curtain drains within 50 feet. If you have any questions regarding this application, please contact me at 696- 6111/FAX 696-8111. Respectfully submitted, KND Engineering enneth M. Duff P.E. attachments: On -Site Well and Sewer Application Wastewater Absorption System Details/Site Plan Soils Log/Percolation Test WASTEWATER DISP❑SAL SYSTEM LOT 4, BLOCK 3, SUE TAWN ESTATES S/D 33.00'JN WELL QO nI DESIGN CRITERIA: 3 BEDROOM X 150 GPD = 450 GPD DEPTH OF SYSTEM 7.0' c DEPTH OF GRAVEL 4.0' xR.F. 507.* Q LINE WIDTH OF FIELD 5.0' D TOTAL LINE LENGTH 38' CONTRACTOR NOTES: CONTRACTOR WILL INSURE 27 SLOPE FROM HOUSE TO TANK. USE SPLITTER TO EVENLY DIVIDE FLOW BETWEEN TRENCHES. SEPTIC TANK WILL BE INSULATED WITH 2' HD INSULATION. oar TRENCHES WILL BE INSULATED WITH 2' HD INSULATION. )K N A W SEWER SCALE. r - 50' AREA AW �� OF AL4 \ 1 �* 9TH .... rI` KENNET.H . F US / � 77 1 wa 11�\ $� d p�FESSIONPL STEVE & SHELLY LOPER P.O. BOX 670498 CHUGIAK, ALASKA 99567 '� SCALE. P = 100' KND ENGINEERING 20441 PTARMIGAN BLVD EAGLE RIVER, AK, 99577 (907)696-6111/Fax (907)696-6111 DATE. 6-21-96 DRAWING # SCALE. AS NOTED —71 96027-S2 T M2 G9 CONTRACTOR NOTES: C0 GO ° CO CONTRACTOR WILL INSURE 2% SLOPE FROM HOUSE TO TANK. GO sRLt llE�es USE SPLITTER TO EVENLY DIVIDE FLOW BETWEEN TRENCHES. u1 ® Cp SEPTIC TANK WILL BE INSULATED WITH 2' HD INSULATION. TRENCHES WILL BE INSULATED WITH 2' HD INSULATION. i°IJ 27 M N 89'55'00" E )K x SEWER - SCALE- 1' = 50' AREAI IO WELL OF AZ4 ,or* 9TH KENNETH IL, s / CE -7116 - Wa 1, , % 4,14xl,1?4 % � 1'ROFESSIO�I'y •� STEVE & SHELLY LOPER P.D. BOX 670498 CHUGIAK, ALASKA 99567 b SCALE; P = 100' KND ENGINEERING 20441 PTARMIGAN BLVD EAGLE RIVER, AK, 99577 (907)696-6111/Fax (907)696-8111 DATE: 6-21-96 DRAWING# SCALE: AS NOTED 96027-S2 WASTEWATER DISP❑SAL SYSTEM LOT 4, BLOCK 3, SUE TAWN ESTATES S/D 33.00' N 89'55'00" WELL ® \ 1� O 0:� \ DESIGN CRITERIA W \ > w - 3 BEDROOM X 150 GPD = 450 GPD Q I DEPTH OF SYSTEM 7.0' d DEPTH OF GRAVEL 4.0' WR.F. 50%x Q w 3 PPROXIMAIE RIDGE UNE WIDTH OF FIELD 5.0' TOTAL LINE LENGTH 38' T M2 G9 CONTRACTOR NOTES: C0 GO ° CO CONTRACTOR WILL INSURE 2% SLOPE FROM HOUSE TO TANK. GO sRLt llE�es USE SPLITTER TO EVENLY DIVIDE FLOW BETWEEN TRENCHES. u1 ® Cp SEPTIC TANK WILL BE INSULATED WITH 2' HD INSULATION. TRENCHES WILL BE INSULATED WITH 2' HD INSULATION. i°IJ 27 M N 89'55'00" E )K x SEWER - SCALE- 1' = 50' AREAI IO WELL OF AZ4 ,or* 9TH KENNETH IL, s / CE -7116 - Wa 1, , % 4,14xl,1?4 % � 1'ROFESSIO�I'y •� STEVE & SHELLY LOPER P.D. BOX 670498 CHUGIAK, ALASKA 99567 b SCALE; P = 100' KND ENGINEERING 20441 PTARMIGAN BLVD EAGLE RIVER, AK, 99577 (907)696-6111/Fax (907)696-8111 DATE: 6-21-96 DRAWING# SCALE: AS NOTED 96027-S2 �. Municipality of Anchorage t DEPARTMENT OF HEALTH &HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 / 1 SOILS LOG — PERCOLATION TEST PERFORMED FOR: -5-love pS//) //z GUOG✓ DATE LEGAL DESCRIPTION: LoJ '7 LJ�iI .3 ✓t./P /dG!%!�I Township, Range, Section: 'l�, �'Z SLOPE SITE PLAN DEPTH (FEET) 1 OL 2- 3- 4-V 34 5 s Ci�/�� G'ouY.Sc .5Cl'd aACl q/-0116( -ocA5 1v 12 7 J / 8 1�2m� at �o�o�r mo✓e scG� �� ll� 9 10 WAS GROUND WATER ENCOUNTERED? S IF YES, AT WHAT _ L {iQ%7• DEPTH? P 12 E Depth to Water Ager 13 Monitoring? gate: 14 N' w�6uc.C%f 15 16 17 18 19 ®�®®Depth to Water ov�i�, vv®v 20 lug PERCOLATION RATE Z (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN 7 FT AND FT COMMENTS//�//' /1/o `l I_G//_OC/ PERFORMED BY: 17LV1Lf9LIe� f e,,-zz/ I _44 Dw t Fa_- CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 72-008 (Rev. 4185) Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES T 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG — PERCOLATION TEST PERFORMED FOR: Sl ✓e f�, r�i 4�ni✓ DATE PEF [`/ // .� Township, Range, Section: � '' % LEGAL DESCRIPTION: 107 7 �/G -5�1G /C?W� SLOPE SITE DEPTH (FEET) 1 OL 2 3 Coorse sorrel ar�d�rQdel 4 rrcCs 7,0 /Z 5 Perc 1'6114r) 6- 7- 7 vo11;1�1 or boli 7 9 14 30 H 15- 16- 17 51617 18- 19- 20 81920 t_ COMMENTS 11dLe WAS GROUND WATER 10 ENCOUNTERED? D S 11 L IF YES, AT WHAT O DEPTH? P 12 E Depth to Water After 13 Monitoring? Dale: S 2 14 30 H 15- 16- 17 51617 18- 19- 20 81920 t_ COMMENTS 11dLe PERCOLATION RATE Z (minutes/inch) PERC HOLE DIAMETER �— TEST RUN BETWEEN Y FT AND J FT PERFORMED BY: All) F I e6Z2 DG/ Z6 L/.S CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 72-008 (Rev. 4/85) RM ■�mr�s��®o■ PERCOLATION RATE Z (minutes/inch) PERC HOLE DIAMETER �— TEST RUN BETWEEN Y FT AND J FT PERFORMED BY: All) F I e6Z2 DG/ Z6 L/.S CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 72-008 (Rev. 4/85)