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Home My WebLink AboutARNOLDS LT 27DOnsite File Arnolds Lot 27D #051-241-59 eBe.1oyouyeAtlledlolbnrt Municipality of Anchorage Development Services Department Building Safety Division eOn-Site Water and Wastewater Program, 4700 S. Bragaw S 99519-6650. Box 19650 Anchorae, AI< P. • www ci an chorage.ak. sg (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION Permit Number: SW000404 PID Number: 05140§0 (OO A • . 81. (fin(' 3 lhhage REPORT 25/1-..53 N. I of Name: Herman Kromer Wastewater System: Ps'; New ❑ Upgrade Address: P.O. Box 670394. Chugiak. AK 99567 ABSORPTION FIELD Phone: Number of Bedrooms: 688-2728 2 0 Deep Trench 0 Shallow Trench 0 Bed 0 Mound 0 Other: LEGAL DESCRIPTION Soil Rating: 1.2 GPDIFIz Total Depth from ograde: 3.97 Ft. Block: Lot: Subdivision: 27K'G Arnold Depth to pipe bottom from original grade: 2.18 Ft. Gravel depth beneath pipe: 1.79 FL Township: Range: Section: Fill added above original grade: 0.50 Ft. Gravel Length: 40 Ft. Well: 0 New ■ Upgrade Gravel width: 5 Fl. Number of lines: 1 Distance between lines: NA Ft. Classification (Private, A, B, C): Private Total Depth: 120 Ft. Cased to: 61 Ft. Total absorption area: 270 Fe Pipe Material: D3034 & F810 Ddller. Sullivan Date Drilled: 9/5/2000 Static Water Level: 11 Ft. Installer: Calkins Construction Date Installed: 5/25/01 Yield: 1 GPM Pump Set at: unknown Ft. Casing Height Above Ground: 2 FL TANK SEPARATION DISTANCES .1 Septic • Holding • S.T.E.P. ■ Other: ' To From Septic Tank Absorption Field Lift Station Holding Tank Public/Private Sewer Line Manufacturer: Anchorage Tank Capacity: 1000 Gal. Well 100'+ 100'+ NA NA 25'+ Material: Steel Number of Compartments: 2 Surface Water 100'+ 100'+ NA NA LIFT STATION Lot Line 5'+ 10'+ NA NA Size: Gal.10'+ Manufacturer. Foundation 5'+ NA NA Pump on level at: Pump off :.. n. High water alarm at in. Curtain Drain NA *50'+ NA NA Pump Make & Electrical Inspections performed by: K *none known BENCH MARK Location and Description: top of foundation Assumed Elevation: 100 Ft. Engineer's Stamp mcireViantik sr' OF e4 ... t 11 ll s CD .0 •'•�-y11 91N s .* !• ` • s. fano..NU•1 1N• rte' Inspections performed by: KND Engineering Dates: tat 5/25/2001 2nd 5/25/2001 S 1 m Kenneth M. Duff 0.�144 t, y CE 7116 �•a,.� i •.�,. �c,� Ro •..,•° .ri 8%pROFgSS10t�P� o Development Reviewed and approved b : /AGGP PP Y Services Department Approval � Oo /�,�/// 4 /NorA., Date: G/27�� (Rev. 12/00) (41414'...... AS -BUILT SYSTEM DETAILS/SITE PLAN ARNOLD S/D, LOT 27A Perrnit# SW000404 PID#051-832-24 A—C=29A' B—C=57.1' A—D=34.9' B—D=62.0' A—E=44.6/ B—E=70/' A—F=30.9' B—F=44.01 4SOLID FROM HOUSE 1000 GAL SEPTIC TANK <-94.60 4.;"&"•NN Arak.c,OF TH * VA KENNET CE -7118 ............ ..,,PAtsPEssio0" 111/41116:11C4111:•e FINISHED GRADE MMFAMICNN Y INSULATION SEWER ROCK C91.05,D SCALE: 1. = 50' i 11 T 2 7 r gi zd Cr9C8-4-7"-- c91.05>, 40.0' PREPARED FOR: HERMAN KROENER P.O. BOX 670394 CHUGIAK, AK. 99567 (907) 688-2728 SCALE: NTS VARIES T 1.79' <-84.01> FIELD BOOKS MARRED: • WALATKA DRA"N. KMD MAKING: WALATKA CHE Ect KMD Asmn WALATKA DATE: 6/12/01 END ENGINEERING 20441 PTARMIGAN BLVD. EAGLE RIVER, AK 99577-8736 • FILE; GRIM NW0954 ACAD FILE: 99068.DWG JOS No 99068 (907)696-6111/FAX (907)696-8111 CE.ertif ieb `!ng by 00C Co. dba SULLI VAN WATER WELLS P.O. BOX 670272, CHUGIAK, ALASKA 99567 • TELEPHONE 688-2759 OWNER OF /LAND f/C tZn9AMa4 /620,;.d th ADDRESS /'O AS% �y67b Ail C(IJ6`i4/t /7 LEGAL DESCRIPTION tt".4Ob4 .4 sf r 0174 PERMIT NUMBER '?9M336 Date of Issue I TAX INDENTIFICATION NUMBER 05/ -02j I - 37 Is well located at approved permit location? Wei ❑ No Method of Drilling:16 rr rotary ❑ cable tool Depth of well `c Casing Type STEEL Wall Thickness • d C inches Diameter ‘ !r inches, depth 6 / feet Liner Type: 143•4•16:- Casing 't13 s'_Casing Stickup Above Ground: A feet Static Water Level (from ground level): /1 feet Pumping level: feet after hrs. pumping gpm Recover Rate: ____�_gpm Method of Testing: 41 g Well Intake Opening Type: ❑ Open End ❑ Screened; Start feet Stopped ❑ Perforations Start feet Stopped eaaPen Hole feet feet Grout Type: IgFeiraA44 Te Volume /'-b 4 tar Depth: from feet, to "'---- feet Pump Intake Depth: feet Pump Size hp Brand Name Well Disinfected Upon Completion? ..Yes ❑ No Method of Disinfection: d di, t»q,Ski St /MI.. Comments: SlaeiR BORE HOLE DATA DEPTH From To d A4s it t Sr • cit"J a it 10 J as to u JIZ aj teed v- r= I [' nio 64 if Cz r¢;r k 6'(41/41.6 c ra(? S4' A 6-g4va to 2Cno Mei 3a Int I01 S",44 y stt►.da / 2b S4'04S ra eciE —Ji'*7u44j.E, DNler's Name •3 c�� ATTENTION: It is the responsibility of the property owner to submit a copy of the well log to the proper authority. Municipality of Anchorage: Department of Health & Human Services and/or Department of Environmental Conservation. MatSu Borough: Department of Environmental Conservation. 5r 58/ 46" E -.0 4414 //25 50? 328.0/ 30g m mt1) ft; 1 W N V) C Ore Z STORY FRAME House 404 d N 1 /A T N / i 144' Recer'Ti-age d {1-1$-00 ?fr 6_4-oi f,4. 1`/5' 7-r 1-gcoM. g ELet,. GS/t9'r ii AS-BUltt--TIO CORNERS SET THIS DATE 5 U4° 55' /54z /CLOW/ D /kE ST. 5641.0 //-.44' EASEMENTS OF RECORD, OTHER THAN THOSE SHOWN ON THE RECORDED Flat 'i PLAT ARE NOT SHOWN HEREON. pt. fi 3z9. oz .3 4 * j49 .111.4 ?R. , Fred Walalke P80. 32U.s howe % SC- I hereby certify that I have performed a Mortga ee's inspection of the following described property: 1-oT z7 G ARAieLP5 SU&DJv l a/b1 / Anchorage Recording Precinct, Alaska, and that the ir4iprovements situated thereon are within the property lines and do not overlap or encroach on the property lying adjacent thereto, that no improvements on property lying adjacent thereto encroach on the premises in question and that there are no roadways, transmission lines or other visible easements on said property except as indicated hereon. Dated at Anchorage, this 07+A (907) 248-1666 Alaska day of OGTb 2 20 Qo FRED WALATICA & ASSOCIATES Engineers and Surveyors MUNICIPALITY OF ANCHORAGE Department of Health and Human Services On -Site Services Program 8251. Street, Room 502 P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-4744 Y'L =ovSpsrric)* S -2r v/ /o:avq,he ON-SITE WASTEWATER DISPOSAL SYSTEM / WATER SUPPLY PERMIT Renewal Permit Number: SW000404 Legal Description: ARNOLDS LT 27A Design Engineer: 0070 KND Engineering Owner Name: Hermann Kroeher Owner Address: PO Box 670394 Chugiak . AK 99567 - Date Issued: Sep 28, 2000 Expiration Date: Sep 28, 2001 Parcel ID: 051-241-53 Site Address: 019027 KLONDIKE ST Lot Size: 49169 SQ. FT. Total Bedrooms: 2 Permit Bedrooms: 2 This permit is for the construction of: Disposal Field Septic Tank J 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 DHHS at least 2 hours prior to each inspection. Provide notification by calling (907) 343-4744 (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: Issued By: Date: /o Date: 9- 2 8 -en MUNICIPALITY OF ANCHORAGE Department of Health and Human Services On -Site Services Program 825 L Street, Room 502 P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM / WATER SUPPLY PERMIT Initial Permit Number: SW990336 Legal Description: ARNOLDS LT 27A Design Engineer. 0070 KND Engineering Owner Name: Hermann Kroeher Owner Address: PO Box 670394 Chugaik . AK 99567 - Date Issued: Sep 16, 1999 Expiration Date: Sep 15, 2000 Parcel ID: 051-241-53 Site Address: 019027 KLONDIKE ST Lot Size: 49169 SQ. FT. Total Bedrooms: 2 Permit Bedrooms: 2 This permit Is for the construction of: 0 Disposal Field ❑✓ Septic Tank ❑ Holding Tank ❑ Privy E 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 DHHS at least 2 hours prior to each inspection. Provide notification by calling (907) 343-4744 (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: dun'a` " '" Date. ? - �G - 99 Issued By: i rat Date: 7— /6` '? K.NID ENGINEERING 20441 PTARMIGAN BLVD. EAGLE RIVER, AK 99577-8736 (907)696-6111/FAX (907)696-8111 September 7, 1999 Municipality of Anchorage Dept. of Health & Human Services On -Site Services Section P. O. Box 196650 Anchorage, Alaska 99519-6650 s Subject New sewer & well permit — Arnold S/D, Lot 27A Gentlemen: RECEIVED SEP 081999 MutiurAU it OF ANOtORAGE ENVIRONMENTALSERVKES DIVISION The owner has requested we proceed forward to obtain a well and septic permit on the subject lot. On September 3, 1999 we dug one testhole for the proposed system. The results of these tests are attached. The general slope of this lot is from north to south at a grade of approximately 2 - 5%. We have designed our system utilizing the testhole we excavated for the 2 -bedroom house, which is proposed for this lot. The lot will be served by an individual well. We propose to install a 5' wide shallow trench. Water was encountered during excavation at 11'. A previous monitoring tube approximately 30' away from this location showed a total depth below ground level of 10' with no water present, and have utilized that monitoring tube to establish the ground water level. We have designed the system so that the bottom of the system is not less than 4' below the existing ground surface. There are no public or private wells within 200' of our proposed system location except as noted. There is no surface water within 100' of the proposed system and there are no known curtain drains within 50'. The drainage easement to the south of the property is not constructed and has no flowing water through it. We do not expect there to be any adverse effect on adjacent lots by the development of this system. If you have any questions, please contact me at 696-6111/FAX 696-8111. Respectfully submitted, Eng n eying uffus, P.E. attachments: On -Site Well and Sewer Application Wastewater Absorption System Details/Site Plan Soils Log/Percolation Test • WELL/WASTEWATER DISPOSAL SYSTEM DETAILS/SITE PLAN ARNOLD S/D, LOT 27A LOT 23 1JH RAND 99 J RESERVE M an WELL LOT 27 • 'r' Telecom' t n. Etat VACANT -193) LOT 27B LOT 21 KNU LOTl28 LOT 29 33' BLM R0V Reserve Etat • NO PUBLIC YELLS WITHIN 200' d' PROPOSED SYSTEM. NO PRIVATE WELLS WITHIN 200' IX PROPOSED SYSTEM EXCEPT AS NOTED. NO SEPTIC SYSTEMS WITHIN 200' IT PRoDSCD YELL EXCEPT AS NOTED. LOT 40 LOT 38 DESIGN DETAILS 2 BDRM X 150 GPD = 300 GPD 300 GPD/1.2 GPD PER SO. FT. (1.7 MIN/IN.)= 250 S0. FT (250/5'(W)) X 0.70(RF) (2' GRAVEL) = 35.0 FT. TRENCH USE 1 TRENCH - 35(L) X 5' (W) X 2'(D) Total depth of system Is 4.0' from original grade. Total depth of gravel below distribution pipe Is 2.0' . NOTES: 1. USE 1000 GALLON SEPTIC TANK. INSULATE TANK IF <4' COVER. 2. INSULATE TRENCHES WITH 2' HD BURIAL FOAM. 3. CONTRACTOR WILL ENSURE MAXIMUM 2% SLOPE INTO SEPTIC TANK. 4. CONTRACTOR WILL ENSURE ALL SEPARATIONS TO ADJACENT WELLS & SEPTICS. FALO, 40 US' CE -71 ./ 1.7 �' FESStO0' PREPARED FOR: HERMAN KROENER P0. BOX 670394 CHUGIAK, AK 99567 (907)688-2728 Scale: 1'= 100' PAGE 1 OF 2 FIELD BOOKS COMPUTEm BOUNDARY: WALATKA BRARw` KMD STANwG WALATKA OIEORO: KMD ASBULT WALATKA DATE: 9/7/99 END ENGINEERING 20441 PTARMIGAN DLVD. EAGLE RIVER, AK 99577-8736 DMC. FEE cRn: NW0954 '`CAD RE: 99068.DWG 'IDB Ht: 99068 (907)696-6111/FAX (907)696-8111 WASTEWATER DISP❑SAL SYSTEM DETAILS ARNOLD S/D, LOT 27A K}nD # <ND 99— ERVE CO YSTEM A co no MT CO MARY S STEM 0 \1 00 PREPARED FOR: HERMAN KROENER P.O. BOX 670394 CHUGIAK, AK 99567 (907)688-2728 13.0 S,T. Scale: 1'= 20' PAGE 2 OF 2 FIELD BOOKS CO"PUIED: e"c"".WALATKA ST4 "'G WALATKA D""""' KMD C:KC"ED: KMD "ar` WALATKA DWG. FIX: D"1E' 9/7/99 1p1N1W ENGINEERING 20441 PTARMIGAN BLVD. EAGLE RIVER, AK 99577-8736 cmc" NW0954 "C"D Fa' 99068.DWG "10B "" 99068 (907)696-6111/FAX (907)696-8111 r ' • ltCNID ENGINEERING 20441 PTARMIGAN BLVD. EAGLE RIVER, AK 99577-8736 1 SOILS PERCOLATION TEST Performed for: Herman Kroener Project Depth 421 2-e.0 Lot 27A Arnold's 1 ,•-EOF 44•11%. �S rx I i.r 4 7H 9 / •• t,, (CeorE; lO0 A = Date Performed: 9/3/99 TEST HOLE # 99-1 7- 8- 9- 10- 11 12- 13- 14- 15- 16- 17- 18- 19- 20 - Org. brown, moist GP/GM—w/ SM layers 6" Medium dense GM/SM - increased density B.O.H. LIOLE PRESOAKED PRIOR TO TESTING SEE ATTACHED SITE PLAN FOR HOLE LOCATION Was Ground water encountered? YES Depth to water after monitoring? 10' What depth? 11' Date? 9/3/99•• Reading Date Gross Time Net Time Depth to Water Net Drop 1 9/3/99 2:05 - 8" - 2 215 10 min 2" 6" 3• 2:16 - 8" - 4 2:26 10 min 2" 6" 5• 2:27 - 8" - 6 237 10 min 2 2/16" 514/16" 7• 238 - 8" - 8 2:48 10 min 2 2/16" 214/16" 9• 2:49 - 8" - 10 159 10 min 2 2/16" 214/16" 11• 3:00 - 8" - 12 3:10 10 min 2 2/16" 2 14/16" • Water Added Percolation Rate 1.7 (min/in Perc Hole Diameter 6" Test Run Between 15 feet and 4.5 feet •• PREVIOUS TEST HOLE MONITORING TUBE PRESENT NEAR THIS HOLE. NO WATER PRESENT IN THAT HOLE AT 10'. ASSUMED WATER LEVEL AT 10'. I, Kenneth M. Duffus, certify that this test was performed in accordance with all State and Municipal guidelines in effect on this date.