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HomeMy WebLinkAboutSKYLINE VIEW #1 BLK 2 LT 1BSkyline View # I Block 2 Lot 1 B #051-191-55 Municipality of Anchorage (_ Development Services Department Building Safety Division Onsite Water and Wastewater Program, 4700 S. Bragaw St. P.O. Box 196650 Anchorage, AK 9951M650 Page of www ct.anchorage.ak.us (907)343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number. SW000399 PID Number: 051.191.32 Nil;l Wastewater System: N New ❑ Upgrade 76box 670490 Chuglak. AK 99567 ABSORPTION FIELD R,err N.a eoroanr 6B8-4013 t ® DeeOTrrrlt O snow TrraYi O Baa O Mara O OUrr LEGAL DESCRIPTION Sod �w' Taat o.an cle 1.2 GPD/:tL 8.72 FI. 9.2' - 8al .72 9.2' • Back La st xlry Dopa, b Poe ecearn ran rq•w pros Gavel aeM eerteem P" 2 1 SkylineView#1 3.17.2.62 Ft. 6.03.6.10 Ft Tamrnparae seri m Fa 821aa ar orkg w Pane Gravel LwWh 1.5' • 2.5 Ft. 42 FI. Well: N New El Grl+N wan 2 �e Oi,nee 1 Distance Wt+'san YMf. NA Ft. FL Cuoacr,m (P"e. A S. C) Taw Deplrt cava to Tow acwpm rw Ppe Matenat Private 220 Ft. 1 88 FL 509 FT I D3034 & F810 D'dw Date Dred Swc Www Level Inv~ Date Mww Sullivan 101512000 90 FL Walker Const. 1012612000 r,ewPun,vsrat C".VH•VeAraveGraata TANK 0.67 GPM unknown FL 1.6 FL SEPARATION DISTANCES ® septic ❑ Holding ❑ S.T.E.P. ❑ Other. To From Septic Tank Absorption Field Lit Station Holding Tank PubliclPm'aI Sewer Line aa,aw•p•`"T Anchorage Tank 1250 cw. W... 100'+ 100'+ NA NA 25'* 101,110,01101,110,01Nunor Steel acanw en«ee 2 S✓faoe Warr 100'+ 100'+ NA NA LIFT STATION 51+ 10'+ NA NA �• aq,ar Lw Lao cel 5'+ 10'+ NA NA 'Pane on'r.«at •Papppm r.ww 77 M. elentt al FpwMavm ti at NA e50'+ NA NA Pt p Make a Map" EMcewl enpedta,e Penatnea by C~ D'art C~ awn'* BENCH MARK 'none known L=Mw arta Dewynm top of foundation wn va,u,. 100 FL Engineer's Stamp OF (E A(q�11 '••. t,9 io Inspections performed by: KND Engineering Dates: 1" 1012612000 r h ,.• orfoeTt ? 2"a 1012712000 eee•L pee• •.• i Development Services Department Approval it tq�6� I� '� Kenneth M. Duf(,• W40 n d by: Date:`.......... se CE 7116 2' Reviewed and approved ••�,►�—,� StQ I I I I I !KND A -C=25.8' B -C=27.8' A -D=24.8' B -D=35.7 A -E=19.6' B -E=44.1' A -F=57.7' B -F=48.1' AS -BUILT SYSTEM DETAILS/SITE PLAN Permit# SW000399 SKYLINE VIEW S/D, LOT 1, BLOCK 2 PID# 051-191-32 ----------------------------------------- I ----------------------------------------L- -- ^ Existing L ----------------- - - 1250 GAL. S.T. a FBF. fit' 4BDRM HOUSE PF l E: PFp dMTC A iF.. DECK TH# 00-01 (APPROX. LOCATION OF RADIUS ACTUAL TEST HOLE) 100' WELL P „o-3, X8.32 98.4 W W 0 p u d u uu u mifl_1111101111 A J1250 GAL o SEPTIC Q / I TANK ®� ..OF...AZ4 1 *: TH� *� /........ �.............. :....... �:�.. i�.1. AnLll\Gln M. UV1 a U/V�'}� � / / CE-7116AW .. .................~ moo •~'•. AftFESSLO,t;P' e low FILTER FINAL GRADE SEWER ROCK SCALE: 0!A O 0 u S u 50' VARIES T 6A7' 42' PREPARED FOR: SCALE: NTS 80.49 BOH JIM R❑SIN SKYLINE VIEW S/D #1, B2, L1 EAGLE RIVER, AK (907) 688-4013 FIELD BOOKS COMPUTED: BOUNDARY: SEWARD DRAWN: VBG STAKING: SEWARD CHECKED: KMD ASBUILT: SEWARD DATE` 4/23 DWG. FILE: GRID: NW115 ACAD FILE: 00062.DWG I.B Nc.: 00062 LAV LU-) ENGINEERING 20441 PTARMIGAN BLVD. EAGLE RIVER, AK 99577-8736 (907)696-6111 FAX (907)696-8111 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 /0-2.6-60 e, 2 O- 21-60 (= -7- ONSITE WASTEWATER DISPOSAL SYSTEM I WATER SUPPLY PERMIT Initial Permit Number: SW000399 Legal Description: SKYLINE VIEW #1 BLK 2 LT 1 Date Issued: Sep 26, 2000 Expiration Date: Sep 26, 2001 Parcel ID: 051-191-32 Design Engineer: 0070 KND Engineering Site Address: Owner Name: LOUISE BIBONDO Lot Size: 98891 SO. FT. Owner Address: 20441 PTARMIGAN BLVD. Total Bedrooms: 4 Permit Bedrooms: 4 EAGLE RIVER . AK 99577 - This permit is for the construction of. rij Disposal Field M✓ Septic Tank ❑ Holding Tank M Privy Rel 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) 343-1744 (24 hours). ( Not required fora 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: 4 -7 -OT C11.LL�/ �• �'� Date: 1. KND ENGINEERING 20441 PTARMIGAN BLVD. EAGLE RIVER, AK 99577-8736 1/FAX (907)696-8111 September 21, 2000 Municipality of Anchorage Dept. of Health & Human Services On -Site Services Section P. O. Box 196650 Anchorage, Alaska 99519-6650 Subject: New sewer & well permit — Skyline View S/D #1, Block 2, Lot 1 Gentlemen: The owner has requested we proceed forward to obtain a well and septic permit on the subject lot. On September 14, 2000 we dug one testhole for the proposed system. The results of this test are attached. The general slope of this lot is from south to north at a grade of approximately Y - 4%. We have designed our system utilizing the testhole we excavated for the 4 -bedroom house, which is proposed for this lot. The lot will be served by an individual well. We propose to install a 2' wide deep trench. Water was not encountered during the excavation or monitoring. 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'. 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, ASHD Engineering Kenneth M. Duffus, P.E. attachments: On -Site Well and Sewer Application Wastewater Absorption System Details/Site Plan Soils Log/Percolation Test WASTEWATER DISPOSAL SYSTEM DETAILS SKYLINE VIEW S/D, LOT 1, BLOCK 2 ----------------------------------------------------------------------------------------- K D PROPOSED 1250 GAL. S.T. PROPOSED 4BDRM HOU' 0 0 V FCO CO ROP SED. PRIM 'RY FI D CD - DECK M.TMT 0 PROPOSED'SERVE- 'FI LD TH# 00-01 x PREPARED FOR: JIM ROSIN SKYLINE VIEW S/D #I, B2, Ll EAGLE RIVER, AK (907) 688-4013 nELD BOOKS Ca nm 90fofBOUNDARY DOAW VBG Slmw-' STAKING CIO" '- KMQ ASB"" ASQUILT DAM 9/15/00 m rLL. cm NW1159 AcAo FAL` 00062.DWC J08 K" 00062 Scale: 1'= 20' PAGE 2 OF 2 Km ENGINEERING 20441 PTARMIGAN BLVD. EAGLE RIVER, AK 99577-8736 111 Ill WELL & WASTEWATER DISP❑SAL SYSTEM DETAILS/SITE PL 1 SKYLINE VIEW S/D, LOT 1, BLOCK 2 ©OLD FAM NO PUILIC WELLS WITHIN 200' 13F PROPOSED STSTEH NO PRIVATE WELLS WITHIN EDIT OF PROPOSED SYSTEM EXCEPT AS NOTE& NO SEPTIC SYSTEMS WITHIN PW OE PROPOSED WELL EXCEPT AS NOTED. _� ``N .- �F..AL`. i �.... ..... .............0 / CE -7116 1� . •''• 1 Ess1000 AW VACANT I I DESIGN DETAILS 4 BDRM X 150 GPD - 600 GPD 600 GPD/1.2 GPD PER SO. FT. (1.27 MIN/IN.)= 500 SQ. FT 500/(2'(V) X 6'(D)) (6' GRAVEL) = 41.67 FT. TRENCH USE 1 TRENCH - 42(L) X 2' (W) X 6'(D) Total depth of system Is 9' from original grade. Total depth of gravel below distribution pipe is 6.0' . NOTES: 1. USE 1250 GAL. SEPTIC TANK. INSULATE IF <4' OF COVER. 2. INSULATE TRENCH WITH 2' HD BURIAL FOAM. 3. CONTRACTOR WILL ENSURE MINIMUM 2% SLOPE INTO SEPTIC TANK. 4. ADDITIONAL FILL WILL BE ADDED OVER SYSTEM TO ACHIEVE MIN. 3' COVER IF REQUIRED. 5. CONTRACTOR WILL ENSURE ALL SEPARATIONS TO ADJACENT WELLS 6 SEPTICS. PREPARED FOR: JIM ROSIN SKYLINE VIEW S/D 111, B2, LI EAGLE RIVER, AK (907) 688-4013 IYIi��I:P_�: i•7 DOUIOARK TTAMNG ASER LT: DMa nE: ACRO NE: COP11TFa DRAW. VBc °'E°a° KMD DATE: 9/15Y CRU NW115 •°D NR: 00062 Scale: 1'= 100' PAGE 1 OF 2 ENGINEERING 20441 PTARMIGAN BLVD. EAGLE RIVER, AK 99577-8736 '•IJ 1�4D ENGINEERING Date Gross Time L 20441 PTARMIGAN BLVD."'•• """""" EAGLE RIVER, AK 99577-8736 •••••• Kenneth M. D 11:00 (I rn1� CE 7116 SOILS PERCOLATION TEST Performed for: Tim Rosin Date Performed: 09/14/00 Project•. Skyline View S/D #1, B2, Ll TEST HOLE # 00-1 Depth SEE ATTACHED SITE PLAN ORG - brown rootmat FOR HOLE LOCATION GW —gray, sandy gravel W/ cobbles to 2' moisture increasing w/ depth B.O.H. HOLE PRESOAKED PRIOR TO TEST Was Groundwater encountered? NO What depth? NA Depth to water after monitoring? NA Date? 09/21/00 Reading Date Gross Time Net Time Depth to Water Net Drop 1 9/14/00 11:00 8" - 2 11:05 5 min 4 4/16" 3 12/16" 3 11:06 8" - 4 11:11 5 min 4 3/16" 313/16" 5 " 11:12 8" 6 11:17 5min 45/16" 311/16" 7 " 11:18 - 9" - 8 11:23 1 5min 51/16" 315/16" 9 11:24 9" - 10 11:29 5 min 51/16" 315/16" 11 11:30 - 9" 12 11:35 5 min 5 1/16" 315/16" " Water Added Percolation Rate 1.27 (min/in) Perc Hole Diameter 6" Test Run Between 3 feet and 4 feet I, Kenneth M. Duffus, certify that this test was performed in accordance with all State and Municipal guidelines in effect on this date.