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Home My WebLink AboutPREUSS #3 BLK 10 LT 6Preuss #3 Block 10 Lot 6 #050-571-54 Municipality of Anchorage •;''' �'' Development Services Department Building Safety Division -- On -Site Water and Wastewater Program, 4700 Bragaw St. P.O. Box 196650 Anchorage, AK 9951M650 Page 1 of 3 www.ci.anchorage.ak.us (907) 343.7904 ONSITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number. SW060037 PID Number. 050571-54 N"n• Wastewater System: ❑ New ® Upgrade "06"' irtict Avp FaI31P River AK 995377 ABSORPTION FIELD phau N~ o Bwroomr 7H-1045 a O Deep Tmch 0 Shallow Tratot O Bed 0 Mand 0 other Sol R Lata Total Depot fan anew aAKIS LEGAL DESCRIPTION Bbcl Lot S'bovtaan- 7+Lrj D.om to Pipe boldo fan atp"al and. Gravel dept( ba,.ah P" TownMap Rap. Shan. Fa added.bore aprtr Pea. Gr" L*Vh Well: ❑ New ❑ Upgrade Graval arddl: 5 Fl NuniMr M laws 2 DWa S balween lane FL closadictom [Prh'Me. A B, cT Total Depllt cooed b Total abeorpbar, ane. Poe Material. ' Privnta Ft 600 Fe 3034 PVC Dray Dale Wool Slabs WMa Loral: Ft Mtaw. Elintstone/JR's — Dale kgaMd 611712006 Y -. W& Pury Sal aLC""Nayx Ab" d TANK GPM FL FI SEPARATION DISTANCES ® septic ❑ Holding ❑ S.T.E.P. ❑ Other: Septic Absorption LIR Holding ubaflPrNate M'roace,1` Anch Tank caqutr 1000" Tank Field Station Tank Sewer Line M..m, Nts" o cMpe VVWVVS wait101 113.8 75 Steel 2 100+ 100+ LIFT STATION su:e Maexedua FR;e�v"Ised 15.3 22.9 cal •PWPofMvalM M. Hgndale,Momat 22.2 17.5 „'PunyarWw N a, 50+ 50+ Pap Make a Model Electrical MPeGan. Pedpntt d M BENCH MARK 224 per Comments Coulon w tHwipbprc Garage SLab AMunad EW01M 100.0 Ft Engineer's Stamp Inspections performed by: PANNONE ENG. SVC, LLC Dates: 6 OF 2M° 511712006 ,.•P\� ........ t##♦ Development Services Department Approval'' _j,.v�#� TH 11K': r' 0 Conditional Approval Date: I .g .............. 0 ;Steven F�.inone?moi •## by: Date:: � i X07 '' No �E 8149 ��, Reviewed and approved tt4r.aroal 41ss=CT�� PERMIT NO:SWO60037 RECORD DRAWING P.I.D. NO: 050-571 -54 WASTEWATER DISPOSAL SYSTEM LOT 6 BLOCK 10 PREUSS S/D, NO.3 4$ ExISTG v KEYBOX '' ?• lx !^1 i LOTSERVEDBYAWWU WATER SERVICE. SEPTIC S AREA IS ON NORTH POR) - OF LOT_ TSERVED /WATER SERVICE. SEPTIC AREA IS ON NORTH PORTION I----OFLOT. - 7 LOT SERVED BY AW WU WATER SERVICE. SEPTIC i�,REA IS ON NORTH PORTION I -----------a--1---------------- 1--------I--------,---I EXISTG WELL EXISTG 3BR HOUSE LOT SERVED BY AW WU WATER SERVICE 5 _ NEW REPLACEMENT SAS 2TRENCHES 1@, 5W x 41.5LF x 7 ED, STD 1 @51W x42.5LF x TED, 571) EXISTG ; SEPTIC 1 AREA D Flu' ExISTG v KEYBOX EXIST/100Og ?• lx !^1 4) LOCATE NEW TANK OUTSIDE WELL & SERVICE LINE -TYPICAL LUCAS AVE M FC FC SEPTIB No. CE 8149 ,,• 3/06/07 �� EXISTG 12' DIP 1 0 ABANIN WATER MAIN C2 32.90 47.00 .• '; PLALOT SERVED BY AW WU DATE: I," tU�•::�• �� PER CWATER SERVICE 6 PSN FC C1 N 7 A TIC TANK T1 EXISTG M2 SEPTIC 2 C AREA 2% 4 V 13. 111 2 / CF3 15.3 / 1 M3 III EXISTG FIELD TO ci of LL 1j REMAIN r-10% -, 10.8 -- A-- riuro ExISTG v KEYBOX 4 .�OF 4444 •.`P •••""""••••••, !Gj•,.••••• �j. •••••': �� ?• lx !^1 4) LOCATE NEW TANK OUTSIDE WELL & SERVICE LINE -TYPICAL LUCAS AVE M FC FC M M- M A B 3.90 27.60 No. CE 8149 ,,• 3/06/07 �� EXISTG 12' DIP C1 18.30 39.10 ,,• WATER MAIN C2 32.90 47.00 LOT SERVED BY AW WU ' NOTE: 1)'ALLWORK SHALL BE PERFORMED IN ACCORDANCE WITH 2) MATERI S USED SHALL BE65. 1N ACCORDANCE WITH THOSE SPECIFIED IN AMC/5.65, WASTEWATER DISPOSAL. 3) VERIFY INTEGRITY OF TANK. 4 .�OF 4444 •.`P •••""""••••••, !Gj•,.••••• �j. •••••': �� ?• lx !^1 4) LOCATE NEW TANK OUTSIDE WELL Charlene Houk RADIUS IF IT NEEDS TO BE REPLACED. T1 24.50 43.90 T2 29.60 46.70 IDC 32.00 48.20 DV 32.20 47.60 M1 70.75 46.08 M2 37.00 24.42 M3 52.58 42.92 M4 77.75 56.25 CFI 70.58 46.00 CF2 38.25 25.92 CF3 51.83 42.17 CF4 79.00 56.92 R ` i PREPARED FDK: PANNONE ENG. SVC, LLC en nnone Charlene Houk P. 0. BOX 102954 No. CE 8149 ,,• 3/06/07 �� 20207 Lucus Ave. Eagle River. AK 99577 ANCHORAGE, ALASKA 99510 ,,• 272-8218 P, 272-8211 Fax .• '; (507) 788-1045 DATE: I," tU�•::�• �� 07-13-06 SCALE: 1'=50' PSN S RECORD DETAILS P•I.D.NO: 050.571-54 PERMIT N0: SW060037 WASTEWATER ABSORPTION SYSTEM LOT 6 BLOCK 10 PREUSS SID, NO.3 uw«.an ON3 M]V31V iBfLL 1gLN0Y, '.. :f, J 0 0 � ,.'• W n }S, z ••'',i' j h O J LIL f Lowem �.:,. o w o o a m a a 3 1 €9 e e 5• o 3AWAtl3Ll3No a a a a* wem Lb NVi10 N t6 O O 7 N • L1owem 3� $ ugev3u W w z zw� S LM rmv nouvarwwi c •• ♦♦ ♦ �•• ......•••••.+•••••, Revised 070224 per MoA Comments 0 0 ��'Steven PREPARED FOR: PANNONE ENG. SVC.,LLC R. Pannoner w ♦ G, , :• w ♦ No. CE 8149a Charlene Houk P. O. BOX 102954 ♦j, 3/06/07 •.•'. 20207 Lucus Drive Eagle River, AK 99577 ANCHORAGE, ALASKA 99510 ♦� ♦ 272-8218 P 272-8211 FAX 0#1 \O •♦♦ h�a � (507) 788-1045 DATE: 07-13 06 DETAILS NOT TO SCALE Pannone Engineering Services, LLC P.O. Box 102954 Consulting Engineers Anchorage, Alaska, 99510 (907) 272-8218 (907) 272-8211 Fax February 23, 2007 Ms. Debbie Wockenfuss Municipality of Anchorage Development Services Department On -Site Water & Wastewater Program 4700 S. Bragaw Street P. O. Box 196650 Anchorage, Alaska 99519 Subject: Lot 6, Block 10 Preuss, No. 3 Septic System record Drawings —Response to Comments Ms. Wockenfuss: I am in receipt of your Comment Sheet dated February 1, 2007 concerning the above referenced project. I am writing to respond to those comments. My response will be in the same order as they are presented. Comment: The site plan has a different length field than the inspection report. Response: The total length of the drain field is 80 feet. Revised the inspection sheet to show 2 trenches at 40 if each. pvc Comment: The profile shows fill but the inspection report shows 0' of fill. Response: Corrected discrepancy. Comment: The absorption area calculation is not correct. L00% Response: The actual area is 400 square feet (801fx 5' wide = 400 so. The required absorption area is reduced from 571sf D by the reduction factor of 0.70. Revised the Inspection Report to read the 571 sf. c,k Comment: The elevations for the field don't add up. Response: Elevations are correct. Dimensions corrected to reflect elevations. oK Comment: There is inadequate cover on the field. ov W..#K Response: AMC 15.65.060, Paragraph E, Item 8 allows for a minimum of 36 inches above the final gravel layer. There is jo -'1_ approximately 47 inches of cover, with the final six inches of topsoil placed over the field for final grading. If you have any questions or concerns, please contact me at 272-8218. Sincerely, Steven R. Pannone, P.E. Owner/Civil Engineer Attachments: Revised Inspection Report Form & Detail Sheet CC: Ron Thompson, Director MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Upgrade Date Issued: Mar 20, 2006 Expiration Date: Mar 20, 2007 Permit Number: SW060037 Parcel ID: 050-571-54 Legal Description: PREUSS #3 BLOCK 10 LOT 6 Design Engineer: 0062 PANNONE ENGINEERING SERVI( Site Address: 20207 LUCAS AVE Owner Name: CHARLENE HOUCK Lot Size: 22174 SO. FT. Owner Address: 20207 LUCAS AVE Total Bedrooms: 3 Permit Bedrooms: 3 EAGLE RIVER. AK 99577 - This permit is for the construction of: ❑✓ Disposal Field ❑.r 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 DSD at least 2 hours prior to each inspection. Provide notification by tatting (907) 343-7904 ( 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,. l�_/'Iatwf z 06 D Issued By: I I l 1 Date: o to Municipality of Anchorage • Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, Alaska 99519-6650 www.muni.org/onsite (907) 343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. 050.571.54 Property owner(s) Ms. Charlene Houk-- K Day phone _(507) 788.1045 Mailing address202O7 Lucus Ave. Eagle River, AK Zip Code 99577 Site address 20207 Lucus Ave Zip Code 99577 Legal description (Sub'd., Block & Lot) Lot 6, Block 10 Preuss SID, No. 3 Legal description (Township, Range & Section) Lot Size 22174 Sq. Ft. THIS APPLICATION IS FOR (® all that apply): Absorption Field 19 Septic Tank 19 Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage ❑ Number of Bedrooms 3 THIS APPLICATION IS AN: Initial ❑ Upgrade Renewal ❑ I certify that the above information is correct. I further certify that this application is being made for a Single Family Dwelling and is in accordance with applicable Municipal Codes. Pannone LLC (Signature of property owner or authorized agent) Date of Payment: Date of Payment: Receipt Number: I f (D `' 1 Receipt Number: (Rev. 11/05) Pannone Engineering Services, LLC Consulting Engineers March 3, 2006 Municipality of Anchorage Development Services Department On -Site Water & Wastewater Program 4700 S. Bragaw Street P. O. Box 196650 Anchorage, Alaska 99519 Subject: Lot 6, Block 10 Preuss S/D, No. 3 Septic System Upgrade Permit Request Gentlemen: P.O. Box 102954 Anchorage, Alaska, 99510 (9071272-8218 Fax I am writing to request a permit to construct an upgrade septic system be issued for this property. The proposed systems will serve an existing three-bedroom house. The well is located in the northern portion of the lot, over 100 feet from the proposed upgrade septic system. The existing system was installed in 1980. The surrounding lots are served by AWWU water. 1. Soils. See the attached soils log. Ground water was monitored for seven days. No ground water was encountered in the test hole after the water -monitoring period. Bedrock was not encountered in the test hole. It is my opinion that the overall soils appearance of the soils, an application rate of 0.8 gallons/day/square feet should be used using a conventional treatment system. 2. Trench Design. a. Percolation Rate: 6-15 Min Per Inch b. Application Rate: 0.8 gpdpsf c. Number of Bedrooms: 3 d. Design Flow: 450 gallons per day e. Min. Absorption Area: 564 sf L Total depth: 5 feet g. Effective Depth: 2 feet h. Width: 5 feet i. Reduction Factor: 0.70 j. Minimum Length: 78.9 feet k. Design Length: 80 feet 1. Effective Absorption Area: 400 sf m. Septic Tank Size: 1000 gallon, Cont'd on page 2 C:\Work\Letters\6-10 Preuss No 3.001.doc Page 2 3. Surface Water: There is no surface water within 100 feet of the proposed system. The proposed systems will maintain at least 100 feet from all surface water and drainage ditches. 4. Topography: The average topography in the area of the proposed septic system is approximately 1-2 percent. The proposed system will be installed adjacent to the driveway in the front yard. A border will be installed to prevent the new SAS from driven upon. being The proposed installation will not affect the future development of the surrounding or existing lots. There are no wells or septic systems within 100 feet of the proposed septic location. If a new septic tank is required to be installed, it will be installed outside the 100 -foot well radius. If you have any questions or concerns, please contact me at 227-3522 or 272-8218. Sincerely, Steven R. annone, P.E. Civil Engineer ;...... ; Attachments: C:\WORK\LETTERS\6-10 PREUSS NO 3.001.DOC .en R. Ponnonei'% No. CE 81 -4 PERMIT NO: DESIGN DRAWING WASTEWATER DISPOSAL SYSTEM LOT 6 BLOCK 10 PREUSS SID, NO.3 `s. 5 ' LOTSERVEDBYAWWU WATER SERVICE. SEPTIC X AREA IS ON NORTH POR) OF LOT_ L F _—___----__- F 10 4 LOTSERVEDBYAWWU \ WATER SERVICE 4 5 PROPOSED REPLACEMENT SAS 2 EACH, 5W x 40LF x T ED; 5TD EXISTG I SEPTIC AREA i I M/ M M / LOTSERVEDBYAWWU WATER SERVICE. SEPTIC AREA IS ON NORTH PORTION I OF LOT. EXISrc WELL EXISTG 3BR HOUSE 23.2'-s-'�'==�I w P.I.D. NO: 050-571-54 7 M \ y LOTSERVEDBYAWWU \WATER SERVICE. SEPTIC 7�2EA IS ON NORTH PORTION OLOT. ------------ I 3 EXIsrG 1000g 3 SEPTIC TANK ABANDON IN /LACE LOTSERVEDBYAWWU 4WATER SERVICE •PROPO,SED1000g SEPTIICC`` TANK. 7 INSTALL DOUBLE EXISTG SEPTIC AREA • 11.9 INSTALL BALL -TYPE DIVERTER VALVE ?XISTG FIELD TO M— M— M M+— M `36ERVICEm TY m M- M- M- M- M LUCAS AVE Exlsrc 1r DIP WATER MAIN LOT SERVED BY AW WU NbTE: N04BEDROOM: 3 1)'ALLWORK SHALL BE PERFORMED TANK SIZE: 1,000 gallon , IN ACCORDANCE WITH AMC15.65. PERC. RATE: 6-15 MINIINCH OF �� ............ • 4# 2) MATERIALS USED SHALL BE IN SOIL RATING: 0.8 gpd/SF �P,.•••j� ACCORDANCE WITH THOSE SPECIFIED (188 SF/BR) r C,;•'' IN AMC15.65. WASTEWATER DISPOSAL. AREA ROD: 564 SF �j/ 3) VERIFY INTEGRITY OF TANK. SYS. TYPE: 5 -WIDE, ZED. 0.70 RF ...r.. •3.•.. 4) LOCATE NEW TANK OUTSIDE WELL SIZE: 80LFx5WIDE.2' ED, 5'TD RADIUS IF IT NEEDS TO BE REPLACED. TOTAL AREA: 400 SF ......"............• ••• • • • PREPARED FOR: P Steven R. Pannone. . PANNONE ENG. SVC, LLC :, Charlene Houk P. O. BOX 102954 .1✓Nroo CE 81 9 20207 Lucus Drive �; �%R.�•r!-��' ` :•••°f: Eagle River, AK 99577 ANCHORAGE, ALASKA 99510 q#Ab,A.•....._`�y..�� (507) 788.1045 7- 325 88P• 272-8211 Fax DA •}u'tJ7 ll??'"' _ ScAt . ��sn• PLAN DESIGN DETAILS P.I.D. NO: 050.571-54 PERMIT NO: WASTEWATER ABSORPTION SYSTEM LOT 6 BLOCK 10 PREUSS S/D, NO.3 0N311DV31V 30111 W1H(IN '.I i.1ii[ 10 O� zd ''�,',•, zd W ri U y O {:J f p /'`,, j b €�F� U ON3 MDV31V 304WLNOH J ,•,. LL LONV3YJ ;,. p W a. U) a 0 � -11 I1�N'I O� 2� e 3AWA MUM0 � a a � L10NV310 LI wm 0 Q • N N , L1D� $CI U 3 Lq HV30 0. Z W Q L10 WrO Ng1VON1g1 � ,�....., g�. ? co i 49 TM %... .. ........i.....; �•'•"'••' "' "" •'i Steven R. Pannone: N PREPARED FOR: PANNONE ENG. SVC.,LLC No. E 8149 '�� Charlene Houk 20207 Lucus Drive P. O. BOX 102954 �ILtl'•'�i� Eagle River. AK 99577 ANCHORAGE, ALASKA 99510 �1•,,t, ;: ..•� (507)788.1045 72-83138-0P6272.8211 FAX D NOT TO SCALE DETAILS SOILS LOG - PERCOLATION TEST PANNONE ENGINEERING SERVICES P.O. BOX 102954 ANCHORAGE, AK 99510 (907) 272-8218 PERFORMED FOR: Ms. Charlene Houk DATE PERFORMED: 3-03-06 LEGAL DESCRIPTION: Lot 6, Block 30 Preuss S/D, No. 3 Organic - OR Topsoil 1 2- 3- 3456 OR Organics NET TIME 4- NET DROP 5- 402 — 6— — Posy graded 7 GP GRAVEL w/sand & 1 sw 4 t/r sins. Rocky 8- 4:32 — 910 9- — 10 5:02 30 11 41R' 12 5:02 — 8011 13 6:32 30 14 41R' 15 16 17 18 19 20 WAS GROUND WATER ENCOUNTERED? No IF YES, AT WHAT DEPTH? •0-' DEPTH TO WATER AFTER MONITORING? Dry DATE: 3-10-06 TEST HOLE READING DATE GROSS TIME NET TIME DEPT OF WATER NET DROP 3-2-M 402 — 51w — 4:32 30 1 sw 4 t/r 4:32 — 5 114- — 5:02 30 1314- 41R' 5:02 — j 6- -5:32 6:32 30 1 ur 41R' PEROLATION RATE 6.7 Imin/inch) PERC HOLE DIAMETER TEST RUN BEWTEEN 5 FT and 6 FT COMMENTS: Test hole excavated by Flintstone Services. Test Hole was presoaked before perc test PERFORMED BY: Steven R. Pannone, P.E. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST. 72-013 (Rev. 3/78) ✓ MUNICIPALITY OF ANCHORAGE Lx` ® DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION',j ENVIRONMENTAL ENGINEERING DIVISION 825 825 L Street - Anchorage, Alaska 99501 Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT NAME PHONE 0 -NEW ❑UPGRADE MAI LING ADDRESS LEGAL DESCRIPTION IS. IJ LOCATION NO. OF BEDROOMS Uy Well Absorption area DISTANCE TO: 1 / b '� i / 0' Dwelling �.� PERMIT NO. 1_ LOZ- ., i Q NF Manufacturer , Material No. of compartments Liq. capacity in gallons iIf IF HOMEMADE: Inside length Width Liquid depth _j az DISTANCE TO: Well Dwelling PERMIT NO. = z F Manufacturer Material Liquid capacity in gallons J2 DISTANCE TO: Well /(�? Foundation,,, Nearest lot I^nel PERMIT NO. J LL Z No. of lines ..} Length of each ine r Total length of lines Trench width Distance between lines P z ¢ � 2 7' 1:31 � 3 (� inches % + F Top of tile to finish grade .-� (a/-ff�J� Material beneath tile / 4 {3 Total effective absorption area �' inches W Length Width Depth PERMIT NO. (9 Qa F wa Type of crib Crib diameter Crib depth Total effective absorption area LU DISTANCE TO: Well Building foundation Nearest lot line Class Depth Driller Distance to lot line PERMIT NO. J W DISTANCE TO: Building foundation Sewer fine Septic tank Absorption area(s) OTHER k) y, PIPE MATERIALS Pa,49,,�, UL J .S %d / SOIL TEST RATING INSTALLER RE ARKS Lei r a QiaJ/�Ct- N -------------------- nn mo � G Q Aj CD G Caom eaa�e °o co 000%=aa a. Russell L. Gysrcr p f1_JJ =j APPROVE DATE LEGAL 72-013 (Rev. 3/78) TYPE OF SOIL ABSORPTION SYSTEM IS: TRENCH MAXIMUM NUMBER OF BEDROOMS = 3 SOIL RATING (SQ FT/BR)=: 100 THE REQUIRED SIZE OF THE SOIL ABSORPTION SYSTEM IS: E_. F= F:=* _r " = EF. �F= rJ 173 -T- I -A � =-, -F-a �F.-" F-i%e"FEI r_- F= F�� -r " �_ --I- THE LENGTH DIMENSION IS THE LENGTH (IN FEET) OF THE TRENCH OR DRHINFIEL[l THE DEPTH OF H TRENCH OR PIT IS THE DISTANCE BETWEEN THE SURFACE OF THE GROUND AND THE BOTTOM OF THE EXCAVATION (IN FEET). THERE IS NO SET WIDTH FOR TRENCHES. THE GRAVEL DEPTH IS THE MINIMUM DEPTH OF GRAVEL BETWEEN THE OUTFALL PIPE AND THE BOTTOM OF THE EXCAVATION (IN FEET). ��I F,!F= e -s ��I P::- -r jzj P-4 mD-�� Ft L_ L_ c# pq� PERMIT APPLICANT HAS THE RESPONSIBILITY TO INFORM THIS DEPARTMENT DURING THE INSTALLATION INSPECTIONS OF ANY WELLS ADJACENT TO THIS PROPERTY AND THE NUMBER OF RESIDENCES THAT THE WELL WILL SERVE < Q- > F- E: 97� -F I Co n F? FEE BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION AND APPROVAL BY THIS DEPARTMENT WILL BE SUBJECT TO PROSECUTION. MINIMUM DISTANCE BETWEEN A WELL AND ANY ON-SITE SEWAGE DISPOSAL SYSTEM IS 100 FEET FOR A PRIVATE WELL OR 150 TO 200 FEET FROM H PUBLIC WELL DEPENDING UPON THE TYPE OF PUBLIC WELL MINIMUM DISTANCE FROM A PRIVATE WELL TO H PRIVATE SEWER LINE IS 25 FEET AND TO H COMMUNITY SEWER LINE IS 75 FEET. WELL LOGS ARE REQUIRED AND MOST BE RETURNED TO THE DEPARTMENT WITHIN -S-0 DAYS � OF THE WELL COMPLETION. � OTHER REQUIREMENTS MAY APPLY. SPECIFICATIONS AND CONSTRUCTION DIAGRAMS ARE AVAILABLE TO INSURE PROPER INSTALLATION. L 021 I CERTIFY THAT 1: I HM FAMILIAR WITH THE REQUIREMENTS FOR ON-SITE SEWERS AND WELLS AS SET FORTH BY THE MUNICIPALITY OF ANCHORAGE. 2: I WILL INSTALL THE SYSTEM IN ACCORDANCE WITH THE CODES. ]: I UNDERSTAND THAT THE 0N -SITE SEWER SYSTEM MAY REQUIRE ENLARGEMENT IF TME RESIDENCE IS REMODELED TO INCLUDE MORE 'THAN ] BEDROOMS. SIGWED: �~�� ------------ :� APPLICANT CHARLES H8UCK ISSUED 8Y--��l�JL DTE �/ Y4 0 I�r ___� �__~��~~-~-__��~_~_~�� MFHF.'/MENT [r HEALTH AND ENVIRONMENTAL F`71TECTION 825 'L,/STREET, ANCHORAGE, HK. 99" 264-4720 � L-A ff—= L- I r-4 C-' 9--J P-4 _r F_ �FEE ��FRO ��I -r PERMIT NO. ( 800645 ) APPLICANT CHARLES HOUCK 5111 E. 26TH HNCH. ]]73009 LOCATION LUCAS 8. LOUIS LEGAL LOT 6 BLK 10 PR0ESS SUB LOT SIZE 22410 SQUARE FEET TYPE OF SOIL ABSORPTION SYSTEM IS: TRENCH MAXIMUM NUMBER OF BEDROOMS = 3 SOIL RATING (SQ FT/BR)=: 100 THE REQUIRED SIZE OF THE SOIL ABSORPTION SYSTEM IS: E_. F= F:=* _r " = EF. �F= rJ 173 -T- I -A � =-, -F-a �F.-" F-i%e"FEI r_- F= F�� -r " �_ --I- THE LENGTH DIMENSION IS THE LENGTH (IN FEET) OF THE TRENCH OR DRHINFIEL[l THE DEPTH OF H TRENCH OR PIT IS THE DISTANCE BETWEEN THE SURFACE OF THE GROUND AND THE BOTTOM OF THE EXCAVATION (IN FEET). THERE IS NO SET WIDTH FOR TRENCHES. THE GRAVEL DEPTH IS THE MINIMUM DEPTH OF GRAVEL BETWEEN THE OUTFALL PIPE AND THE BOTTOM OF THE EXCAVATION (IN FEET). ��I F,!F= e -s ��I P::- -r jzj P-4 mD-�� Ft L_ L_ c# pq� PERMIT APPLICANT HAS THE RESPONSIBILITY TO INFORM THIS DEPARTMENT DURING THE INSTALLATION INSPECTIONS OF ANY WELLS ADJACENT TO THIS PROPERTY AND THE NUMBER OF RESIDENCES THAT THE WELL WILL SERVE < Q- > F- E: 97� -F I Co n F? FEE BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION AND APPROVAL BY THIS DEPARTMENT WILL BE SUBJECT TO PROSECUTION. MINIMUM DISTANCE BETWEEN A WELL AND ANY ON-SITE SEWAGE DISPOSAL SYSTEM IS 100 FEET FOR A PRIVATE WELL OR 150 TO 200 FEET FROM H PUBLIC WELL DEPENDING UPON THE TYPE OF PUBLIC WELL MINIMUM DISTANCE FROM A PRIVATE WELL TO H PRIVATE SEWER LINE IS 25 FEET AND TO H COMMUNITY SEWER LINE IS 75 FEET. WELL LOGS ARE REQUIRED AND MOST BE RETURNED TO THE DEPARTMENT WITHIN -S-0 DAYS � OF THE WELL COMPLETION. � OTHER REQUIREMENTS MAY APPLY. SPECIFICATIONS AND CONSTRUCTION DIAGRAMS ARE AVAILABLE TO INSURE PROPER INSTALLATION. L 021 I CERTIFY THAT 1: I HM FAMILIAR WITH THE REQUIREMENTS FOR ON-SITE SEWERS AND WELLS AS SET FORTH BY THE MUNICIPALITY OF ANCHORAGE. 2: I WILL INSTALL THE SYSTEM IN ACCORDANCE WITH THE CODES. ]: I UNDERSTAND THAT THE 0N -SITE SEWER SYSTEM MAY REQUIRE ENLARGEMENT IF TME RESIDENCE IS REMODELED TO INCLUDE MORE 'THAN ] BEDROOMS. SIGWED: �~�� ------------ :� APPLICANT CHARLES H8UCK ISSUED 8Y--��l�JL DTE �/ Y4 0 I�r ___� �__~��~~-~-__��~_~_~�� SOILS LOG MUNICIPALITY OF ANCHORAGE ac DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION PERCOLATION TEST 825 L. Street, Anchorage, Alaska 99501 264-4720 SOILS LOG — PERCOLATION TEST PERFORMED FOR: - es -DATEPERFORMED: LEGAL DESCRIPTION: Z—At 11 12 13- 14- 15- WAS 31415 L L G— Pr 7- _r / L 77 l4yr� G !! S'14.V'19 —) 'r�" -Z-7 ' Date SLOPE Net Time Depth to Water Net Drop 2 D , SITE PLAN 3 4 e9 - 5 a� 6- w 7 7 s. o a � 1 11 12 13- 14- 15- WAS 31415 L L G— Pr 7- _r / L 77 l4yr� G !! S'14.V'19 —) 'r�" -Z-7 ' Date SLOPE Net Time Depth to Water Net Drop SITE PLAN Q w lAv t 16- 4- 17- 18- 19 6 ,- 17 18 19 Robzrt A. 51:. r ' p si' •� P1o. 145i' - 20' COMMENTS WAS GROUND WATER S ENCOUNTERED? _ L O P IF YES, AT WHAT ! E - DEPTH? Reading Date Gross Time Net Time Depth to Water Net Drop Q w PERCOLATION RATE (minutes/inch) TEST RUN BETWEEN FT AND FT ?-J, L'v t L FEZ PERFORMED BY: 13 & S Eng- IilE27z19Q CERTIFIED 72-008 (6/79) DATE -/L"1 -'V KIND O~ FORM~TliMq: ...... : :. 5. LEGAL DESCRIPTION lc l�%C �zl SSS. - DATE RECEIVED , ,Z C(e P S INSPECTION APPOINTMENTS —= NUMBER OF,BEDROOMS TIME ED El Four ❑ Other TIME TIME P / Cr Three ❑ Six 7. WATER SUPPLY I1'INDIVIDUAL* * ATTACH WELL LOG. A well log is required for all wells drilled DATE since June 1975. For wells drilled prior to that date, give well DATE DATE U-. 8. SEWAGE DISPOSAL SYSTEM 0 INDIVIDUAL/ON-SITE**V /�� YEAR ON-SITE SYSTEM WAS INSTALLED. ❑ PUBLIC UTILITY INSPECTOR INSPECTOR INSPECTOR. L MUNICIPALITY OF ANCHORAGEDEPT. O ENVIRONMENTAL ;:: ECTI - DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION 825 L Street - Anchorage, Alaska 99501 L1f;b {? iJ180 ENVIRONMENTAL SANITATION DIVISION _ Telephone 264-4720 RECEIVED k C E p V E D 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. PROPERT O NER %l �C- PHONE :5 MAILING ADDRESS PROPERTY RESIDENT (If different from above) - PHONE 2. BUYER PHONE MAILING ADDRESS 3. LENDING INSTITUTION ,^ /,/ _ - PHONE MAILING ADDRESS Gj6/�`` 6 4. REALTOR/AGENT PHONE MAILING ADDRESS 5. LEGAL DESCRIPTION lc l�%C �zl SSS. STREET LOCATION ,Z C(e P S F RESIDENCE 6. TYPE O`RE NUMBER OF,BEDROOMS ED El Four ❑ Other id SINGLE FAMILY ❑ Two ❑ Five E] ❑ MULTIPLE FAMILY Cr Three ❑ Six 7. WATER SUPPLY I1'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 0 INDIVIDUAL/ON-SITE**V /�� YEAR ON-SITE SYSTEM WAS INSTALLED. ❑ PUBLIC UTILITY NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. J 72-010 (Rev. 6/79) THIS SIDE FOR OFFICIAL USE ONLY 1. TYPE OF RESIDENCE ❑ SINGLE FAMILY ❑ MULTIPLE FAMILY NUMBER OF BEDROOMS ❑ ONE ❑ TWO ❑ THREE ❑ FIVE ❑ OTHER ❑ FOUR ❑ SIX 2. WATER SUPPLY ❑ INDIVIDUAL ❑ COMMUNITY ❑ PUBLIC UTILITY Connection Verified PERMIT NUMBER DEPTH OF WELL DATE DRILLED LOG RECEIVED 3. SEWAGE DISPOSAL SYSTEM ❑INDIVIDUAL/ON -SITE ❑PUBLIC UTILITY Connection Verified PERMIT NUMBER DATEINSTALLED INSTALLER ❑Septic Tank or ❑Holding Tank Size: �OQQ If Tank is homemade give dimensions: SOILS RATING 0o 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 LjJ/PPROVED FOR BEDROOMS ❑ CONDITIONAL APPROVAL (letter must accompany certificate) ❑ DISAPPROVED DATE BY / 72-010 (Rev. 6/79)