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Home My WebLink AboutSLEEPY HOLLOW #1 BLK 2 LT 1$1 py Hollow Block 2 Lot ! #051-471 - 15 Municipality of Anchorage Development Services Department Building Safety Division On-Site Water and Waslewatar Program, 4700 S. Bmgaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.cLanchomge.ak.us (907) 343-7904 Permit Number. SW900383 Ne4~e: Todd Russell 3203 Tarwater Ave, ~, Anchorage. AK 99508 258.5914 4 LEGAL DESCRIPTION 2 I Sleepy Hollow #1 Well: [] New [] Upg : 5 ~ I ~ FL Todd Russell SEPARATION DISTANCES C) Page of ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT PID Number:. 051-471-15 WastewaterSystem: [] New [] Upgrade Septic Absorption Lift Holding Tank Field Station Tank I00'+ 100'+ NA NA 100'+ 100'+ NA NA 5'+ 10'+ NA NA 5'+ 10'+ NA NA NA '50'+ NA NA *none known. 4-bedroom system Installed, but only 3-bedroom house proposed to be be built. ABSORPTION FIELD 1.2 e.ose 5.0 2.49 F,. 2.51 Fe D3034 & F810 6/30/2001 TAN K I~ SepUc I-I Holding [] S.T.E.P. [] Other. Sewer Line Anchorage Tank 1250~. 25'+ Steel 2 ~ / LIFT STATION ~ BENCH MARK Shed floor Inspections performed by: KND Enc~JneerJna 100 FL Development Serv[c~s Department Approval Reviewed and approved by: ["~...~./~,'~j ~ //'~,~ Date: Engineer's Stamp / Dates: 1' 6/30/2001 ~"~.'"4_CIT.~I~" '. ~,,,~',;~'--.;,.,.,,' ,- 2- s/ 3/20o AS-BUILT L SYSTEM DETAILS/SITE SLEEPY HOLLOk./ S/D ill, BLK 2, LOT PLAN Pernit SW000383 1 PID#051-471-15 A-C:285" B-C:I90' A-D:291° B-D=803' A-E:352° B-E=258' A-F=406° B-F=318' FINAL GRADE ~ '~1250 GAL~"~--'~'~ ~ PREPARED FOR: TODD RUSSELL 3203 TARVATER AVE. ~4 ANCHORAGE, AK. 99508 FEt. D BOOKS JOHNSON ~*"'~: V~G JOHNSON ~m[m KMD JOHNSON oAm: 8/2/02 ~ NW1150 ~*o;.Z:OOO43.DwC .~e~: 00043 SCALE: 1° = 60' I NTS ~ ENGINEERING 20441 PTARMIGAN BLVD. EAGLE RIVER, AK 9957?-8?36 II ".'.'.'.'..'.' '.'.'.':.". '..'. -'.' ':,'.'.".'-'-'.'-'.'.'.'-'.'.'-'.'-' · .............. ~ .~-~. .......... ;:- ~] (007)696-611 !/FAX (007)696-8111 AS-BUIL'r ' I hereby certify ~at 1 hav. e su~veYe~ ~J~e foBowing de~l~ · l~,oper~y: L~,T' f )- ~loc~. z., : ..' · · ~., ~'1'.,,:~/.? ~.ff.,,., ~',,f.£~oo, t,'. ..... ". '-, Anchorage Recordin~ Precinct, Alaska. and that th~ improve- meats ~ituated themo~ are within the property lines and do not overtap or encroach on the ptopet~y lymg'adj.kent thereto, Ihat no improvements on propen'y ly_in~ adi~cent thetelo encroach on the pmmbes in queraion and that there are no roadways, transmi~ion lines or other vis~le easements on ~atd property except as indicated hereon. ~ .~ ' Dated at .~le River, Alaska SCALE: ReLi.~ered Land Stu~eyor No. 880-LS 1' -I o ~. t Box 77-04~, Eagle River. Alaska 99~77 (907) 696-61 ! 1 / FAX (907) 696-8 ! ! ! September 6, 2001 James Cross, PE Program Manager, On-Site Water & Wastewater Program Municipality of Anchorage Development Services Department P.O. Box 196650 Anchorage, AK 99519-6650 Subject: New Sewer System - Sleepy Hollow #1, Block 2, Lot 1 Permit Number:. SW000383 Dear Jim: The sewer system for the above subject property was installed and inspected on June 30th and August 13*, 2001. We are waiting for information from the owner of the property and for finished grade to complete our 3'a inspection. Once we have received this required information and have performed our final inspection, we will be able to submit to DSD, On-Site Water & Wastewater Program the septic system .as-built and inspection report. If DSD requires a permit extension in the mean hme, the owner has requested we proceed forward to obtain an extension on the septic permit on the subject lot. If you have any questions, please contact me at 696-6111/FAX 696-8111. Respectfully submitted, 1~}'~112) Engineering Brent M. Western MUNICIPALITY OF ANCHORAGE Department of Health and Human Sen/ices On-Site Sen/ices Program 825 L Street, Room 502 P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Initial Date Issued: Sep 18, 2000 Expiration Date: Sep 18, 2001 Permit Number: SW000383 Legal Description: SLEEPY HOLLOW #1 BLK 2 LT 1 Design Engineer: 0070 KND Engineering Owner Name: KND Engineering Owner Address: 20441 Ptarmigan Blvd. Eagle River, AK 99577- Parcel ID: 051-471-15 Site Address: Lot Size: 120795 SQ. FT. Total Bedrooms: 4 Permit Bedrooms: 4 This permit is for the construction of: [] Disposal Field [] SeptlcTank [] 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. 5. The following special provisions. EXISTING WATER WELL MUST CONFORM TO CHAPTER 15.55 Received By: Issued By: Date: ~::~-'/~-(~) C) ENGINEERING November 1, 2000 Municipality of Anchorage Dept. of Health & Human Services On-Site Services Section P. O. Box 196650 Anchorage, Alaska 99519-6650 Subjed: Request modification of design for new sewer permit SW000383 Sleepy Hollow #1, Block 2, Lot ! Gentlemen: On September 18, 2000 you issued a permit for a new septic. We became aware of an existing well located on the adjacent lot 2 to the south--which necessitates the movement of the septic system to the location of TH00-1. The well does not appear to be use and has a welded steel cap. All other items on the previous request will remain the same. Please find the attached plan-design modifications for your approval. If you have any questions, please contact me at 696-6111/FAX 696-8111. Respectfully submitted, I[~ ]'q l.~) Engineering Brent M. Western Attachments: Wastewater Absorption System Details/Site Plan YELL &' WASTEWATER DISPOSAL SLEEPY HDLLO~/ S/D DESIGN DETAILS SYSTEM ~1, BLK 2, LOT I DETAILS/SITE PLAN 4 ODRM X 1SO GPO = 600 GPO 600 GPO/1.2 GPO PER SO. FT. C4.4 Iq[N/IN.): 500 SO. FT 500/5'CV) X .5B(REF.) C3.0' GRAVEL) = 5B rT. TRENCH Tot~: depth oF' system Is 5.0' F'rom original grade. Tot~[ depth oF' g~'~ve[ be[ow distribution pipe Is 3.0' . Use I trench 5' NFITES: 1, USE IE~50 GALLON SEPTIC TANK. INSULATE TANK IF <4' COVER. E. INSULATE TRENCHES VITH ;~' HD BURIAL FOAM.. 3. CONTRACTOR VILL ENSURE MAXIMUM ~X SLrtPE INTO SEPTIC TANK. 4. ADDITIONAL FILL VILL DE ADDED lIVER SYSTEM TO ACHIEVE MIN. 3' COVER IF REOUIRED. PREPARED FOR~ TODD RUSSELL 3203 TARVATER AVE. 114 ANCHORAGE, AK. 99508 RELO BOOKS ce~eu~ eeu~o~te. JOHNSON ~m= ViBG ST~ JOHNSON ~ KMO ~ JOHNSON ~ 8/24/00 ~ ~ ~ NW1160 ~n.eOOO43.DWG ace~: 00043 Scare: 1'= 100' PAGE 1 OF 2 ]]~) ENGINEERING 20441 PTARMIGAN BLVD. EAGLE RIVER. AK 99577-8736 (907)898-611 I/FAX (907)698-8111 ~TASTE~,/ATER DISPrlSAL SYSTEM DETAILS SLEEPY HOLLOk./ S/I) #1, BLK 2, LOT ! KND\'¢, //:" ' ".LX,'~'." '"'" '" :" i ': :"i'::' :..':..'.x..i.'.'-i ....... ;' ]P"]SED 3 BDRM 20:-85;4"r:... "' :" '. ' "." ": :., "i'".,.'J"t '< ~ ''...".· '.' . ': ...'- ..'.' · H~O0-1 ~ o o dh:'.' .'.'.: ' C)..' ... '... PREPARED FOR: TODD RUS$£LL 3;=03 TARVAT£R AVE:. 114 ANCHORAGE:, Al<. 99508 JOHNSON m^-.: ~g JOHNSON ~ KMD JOHNSON ~ 8/24/00 ~ NWl 160 *c~ ~ O0045.DWG ~e N~: 00045 Scale: 1'= 20' PAGE 2 OF 2 ]-~ ~I~) ENGINEERING 20441 PTARMIGAN BLVD. EAGLE RIVER, AK 99577-8736 (O0?)eOe-61ll/FAX (9o?)eoe-8lzt I(N D ENGINEERING 20441 PTARMIGAN BLVD. EAGLE RIVER, AK 995~7-8756 (907)696-6111/FAX (907)696-8111 August 29, 2000 Municipality of Anchorage Dept. of Health & Human Services On-Site Services Section P. O. Box 196650 Anchorage, Alaska 99519-6650 Subject: New sewer permit - Sleepy Hollow #1, Block 2, Lot 1 Gentlemen: The owner has requested we proceed forward to obtain a septic permit on the subject lot. On August 5, 2000 we dug two testholes for the proposed system. The results of these tests are attached. The general slope of this lot is from southeast to northwest at a grade of approximately 3 - 7% in conjunction with other slopes less than 25% throughout the property. We have designed our system utilizing the western testhole we excava.t~d for the 3- 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 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, IKLI~ Engineering attachments: On-Site Sewer Application Wastewater Absorption System Details/Site Plan Soils Log/Percolation Test /ELL & L WASTEWATER SLEEPY HOLLOW S/D #1, BLK 2, LOT 1 DISPDSAL SYSTEM.DETAILS/SITE PLAN DESIGN DETAILS 4 DORM X 150 GPO = 600 GPO 600 GP~)/.B GPD PER SQ. FT. (6.6 MIN/IN.)= 750 SQ. FT 750/5'(W) X .58(REF.) (3.0' GRAVEL) = 87 FT. TRENCH To~mt depth o? syste~ Is 5.0' ?rom or'lgln~t gpmde. To~t depth oF graver betoe distribution pipe Is ~,0' . Use I trench 5' (V) x 3' (D) x 87' (L) NOTES, 1. USE 1~50 GALLON SEPTIC TANK. INSTATE TANK IF <4' COVER. ~. INSULATE TRENCHES VITH ~' HD BURIAL FOAM.. 3. CDNTRACTOR VILL ENSURE MAXIMUM ~% SLOPE INTO SEPTIC TANK. 4. A~DITIONAL FILL VILL ~E ADDED OVER SYSTEM TO ACHIEVE MIN. 3' COVER IF REQUIRE~. PREPARED FOR, Third RUSSELL 3203 TAR~/ATER AVE. #4 ANCHDRAG£. AK. 99508 fiELD BOOKS ~ mc.me*me JOHNSON mu,~.: VBG ~.~,,'e JOHNSON mzc:~m. KMD ~ JOHNSON ~m 8/24/00 ~ ~ N~160 ~*o ni O0045.DWG .me .,o.: 0004.;I Scc~le, 1'= 100' PAGE 1 OF 2 ]~) ENGINEERING 20441 PTARMIGAN BLVD. EAGLE R~V~R, AK 99577-8736 ~[ ~.:.:~:.:>:~>>:~:~:~:~>:>>>>:;~>:.:.:.>~x+~:~/~x+?~.>:.>>¥~:::::.:::::..::::>:::~::.:.x.::>.~:1~ (907)696-61 t~ (907)696-81 il ~/ASTEA/ATER DISPBSAL SYSTEM I)ETAILS SLEEPY HBLLrl~/ S/D #i, BLK 2, LBT 1 · "-;..'.; ;i;-' T 0 PRBPBSEI) ..' HBUSE '-.FCB FCn i' '-'..C.'-'..i P.R'~iP.U,:~/E.D 1000 GAL, ..... '.cn< ."'.'. i'2g ~..... :: ..../\,~, ca MT PRBPBSEI) PRIHARY FEILD~ .$ 3 BD~ PREPARED FOE' TDgn RUSSELL 3203 TARVATER AVE. #4 ANCHDRAGE,, AK. 99508 FIELD BOOKS ~ ~t~o,~w:. JOHNSON ac*ce VBG =T*~,~ dONNSON ~ KUD ~ JOHNSON ~*~ 8/24/00 ~ ~ ~ NW1160 ~.~n.~OOO45.DWG ,m.~ 00045 Scale, 1'= 20' PAGE 2 DF 2 ]~H]]~ ENGINEERING ~044! PTARMIGAN BLVD. EAGLE RIVER, AK 99577-8736 (907)696-611 I/FAX (907)696-8111 20441 PTARMIGAN BLVD. EAGLE RIVER, AK 99577-8736 ! SOILS PERCOLATION TEST Performed for: Todd Russell Date Performed: Sleepy Hollow #1 Block 2, Lot 1 TEST HOLE # 00-01 12- Depth (Feet) ORG- brown GM--gray SEE ATTACHED SITE PLAN FOR HOLE LOCATION Was Ground water encountered? NO Depth to water after monitoring? NO What depth? N^ Date? 8/17/00 Reading Date Gross Net Depth to Net Time Time Water Drop GP- reed dense, brown w/cobbles 1 8/17/00 1:00 9" 2 1:10 10min 61/16' 215/16" 3 " 1:11 9" 4 1:21 10 rain 6 4/16" 2 12/16" 5 " 1:22 9' moist 6 1'.32 10 min 6 9/16" 2 7/16" B.O.H. bedrock 7 * 1:33 9" 13- 8 1:43 10 rain 6 12/16" 2 4/16" 14- 9 1:43 6 12/16" 15- 10 1:53 10 rain 4 8/16" 2 4/16" 16~ 11 * 1'.54 9" 17- 12 2:04 10rain 6 12/16" 24/16' 18- * Water Added 19- 20- IIOLE PRESOAKED PRIOR TO TEST IPercolation Rate 4.44 (rain/in) Perc Hole Diameter Test Run Between 5.5 feet and 6.2 feet I, Kenneth M. Duffus, certify that this test was performed in accordance with all State and Municipal guidelines in effect on this date. ~X4D ENGINEEPdNG 20441 PTARMIGAN BLVD. EAGLE RIVER, AK 995?Y-8?36 SOILS PERCOLATION TEST Performed for: Todd Russell Date Performed: Project: Sleepy Hollow #1 Block 2, Lot 1 TEST HOLE # 00-02 12- Depth (Feet) ORG- brown SM/GM--gray SEE ATTACHED SITE PLAN FOR HOLE LOCATION Was Ground water encountered? NO Depth to water after monitoring? NO What depth? NA Date? 8/17/00 Reading Date Gross Net Depth to Net Time Time Water Drop GP- rned dense, brown w/cobbles 1 8/17/00 1:00 9" 2 1:I0 10rain 610/16" 26/16' 3 * 1:11 - 9" 4 1:21 10 rain 7" 2" moist 5 1:21 7' 6 1:31 10 rain 5 4/16" 1 12/16' B.O.H. bedrock 7 * 1:33 9" 13- 8 1:43 10 rain 7 8/16" 1 8/16" 14- 9 1:43 7 8/16" 15- 10 1:53 10 min 6" 1 8/16" 16- 11 1:53 - 6" 17- 12 2:03 I0 rain 4 8/16" 1 8/16' 18- * Water Added 19- 20- HOLE PRESOAKED PRIOR TO TEST Percolation Rate 6.67 (rain/in) Perc Hole Diameter Test Run Between ,l feet and 5 feet L Kenneth M. Duffus, certify that this test was performed in accordance with all State and Municipal guidelines in effect on this date. March 12, 2001 Municipality of Anchorage Department of Health and Human Services On-site Services Program PO Box 196650 Anchorage AK 995 i 9-6650 At KND Engineering's request, I am writing to ask that I, as the ownerPouilder of Lot 1 Block 2 Sleepy Hollow Subdivision # lin Chugiak, be authorized to perform my own excavation and installation cfa septic system and leach field as engineered by KND engineering. I personally performed the excavations for the test holes that were required to obtain my Septic Permit number SW000383, and am experienced in the operation ofthe heavy equipment I'll be using on site. I will conform to all requirements as KND Engineering and the Municipality of Anchorage have indicated on my permit and plan. Please let me know if you require any additional information or documentation. I may be reached at 762-1711 (days), 230-2998 (cell), or via mail at the address indicated below. Sincerely, Todd M. Russell 3202 Tarwater Ave.//4 Anchorage, AK 99508 Todd. Russell~VECO.com Cc: KND Engineering March 12, 2001 Municipality of Anchorage Department of Health and Human Services On-site Services Program PO Box 196650 Anchorage AK 99519-6650 At KND Engineering's request, I am writing to ask that I, as the owner/builder of Lot I Block 2 Sleepy Hollow Subdivision # 1 in Chugiak, be authorized to perform my own excavation and installation ora septic system and leach field as engineered by KND engineering. I personally performed the excavations for the test holes that were required to obtain my Septic Permit number SW000383, and am experienced in the operation of the heavy equipment I'll be using on site. I will conform to all requirements as KND Engineering and the Municipality of Anchorage have indicated on my permit and plan. Please let me know if you require any additional information or documentation. I may be reached at 762-1711 (days), 230-2998 (cell), or via mail at the address indicated below. Sincerely, Todd M. Russell 3202 Tarwater Ave. #4 Anchorage, AK 99508 Todd.Russell~VECO.com Cc: KND Engineering WE SERVE _.~V111,1,144F ALL ALASKA "'-"- ,.%q~"~RILLING CO. CH UGIAK, AK P.O. Box 670042 -- CHUGIAK, ALASKA 99567 WASI LLA, AK 688-3199 376-3199 OWNER OF LAND _.F.,e...d...A~... a..s...Y~..... ?..?,~ e...r..a. 1....C.,r.~ .d. ~.~ _ ~..n_f:.o..n. ............. DEFTH OF W£LL ......2..3...8....f...to ... ............................................................... ADDRESS _.7.3.L;[_.$.l;.,...~]3.c.h.o.r.o.g~..A],~,~.ka ...................................... STATIC Lr.¥EL OF V;ATER FT. 39o..£.f; .................................................... WELL-SITE Lot ! Blko 2 Slee~y. Hollow Sub..~hu~;l~~ Ak. DRAW DOWN FT. .2_3..O.....f..t..: .................................................................... PATE - STARTED .....?..~][.-_~. ................................................................... CAES. PER IIR....fiJ~..]~].uS,..E$.~ ........................................................ PATE - ENP£~_ .7...-_7.Z..S.7. .................................................................... K~NP OF C^SI,W~ ...{6.....f..t....._§....!%...A,.S.3..r...2.,,5.9...~..s..1. !..,A..:~...~.~.~. KIND OF FORMATION: FRO~{ 0 ~r Tm 3 ~r Stub Up FROM 219 ~T Tn 221 ~TFractured Rock FROS! ................. ..3.. FT. TO .................. .5... Fr.....OZ.?,,.b.H.r.~ ?.~. ......... FROX! ............ ~.2..!..... FT. TO ............... ~.3..8.,. FT..R.o.,c...k. ....................... FROM 5 ~r tm 16 ~r Gravel & Sand FROM ...................... FT. TO ........................ FT ................................ rRO,~ ................ Z..~ FT. TO ............... .~.7... rt..q..r..a.'f...e..z...A...c.?. ~.~.!? ~:RO~ ....................... FT. TO ........................ FT ................................ FRO~! 27 ~-r ~n 29 ~r Boulder ....................................................................................... FROM ....................... FT. TO ........................ Fr ................................ FRO~.! ................ ..2..9. FT. TO ............... 3~.. FT....~.l~...w~...$.~..~. ......... FRO~,! ....................... FT. TO ........................ FT ................................. F~O~ ................ _3.8. FT. ?O ................ ~.5... Fr....c...r..a.y.~.X. ................... F~O~! ...................... rt. TO ........................ FT ................................ FRO~I 45 FT. TO 96 FT Bedrock FROM ....................... FT. TO ........................ FT ................................. FRO~! 96 ~r ~n 97 ~r Fractured Rock FROM ....................... FT. TO ....................... FT ................................. FRO.~I ................ ?.7.. FT. TO .............. ~.6..~.. Fr....R..o.c.,k.. ....................... FRO~! ....................... FT. TO ........................ FT ................................. FROS! .............. .]..?'.t Fr. TO ............. .]..~..7... Fr....9.?..~.L,:....t...~?.c.~.. ~O~ ....................... FT. TO ....................... FT ................................. Fl~n~,l 167 iTT Tn 219 ~r Rock .................................................................................. FROM ..................... leT, TO ..................... Fl' ............................... I.~\Y 4 ~001 M,Jmc~pal~ty o Ancnu~g~ DRILLER'S NAME ..... .3'...a,v.. J..'.~.l:..lfam.~