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HomeMy WebLinkAboutHUNDRED HILLS TR A Hundred Hills Tract A #078 - 171 - 03 �_ Municipality of Anchorage r�' :i:a e 7t 1- Development Services Department °N1t'. Building Safety Division 5 On-Site Water and Wastewater Program,4700 S.Bragaw St. P.O. Box 196650 Anchorage,AK 99519-6650 Page of www.ci.anchorage.ak.us (907)343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number: OSP101255 & OSP111025 PID Number: 078-171-03 Name: Gary& Edith Golay Wastewater System: ® New ❑ Upgrade Address: 1336 Hiland Road,Eagle River,AK 99577 ABSORPTION FIELD Phone: Number of Bedrooms: 3 a Deep Trench 0 Shallow Trench 0 Bed 0 Mound 0 Other. LEGAL DESCRIPTION Soil Rating: Total Depth from original grade: L2 GPD/Et2 9 Ft. Block: Lot Subdivision: Depth to pipe bottom from original grade: Gravel depth beneath pipe: Tract A Hundred Hills 2 Ft. 7 Ft Township: Range: Section: RI added above original grade: Gravel Length: 1.6-1.8 Ft. 37 Ft. Gravel width: Number of lines: Distance between lines: Well: ® New n Upgrade 3 Ft. 1 -- Ft Classification(Private,A,B,C): Total Depth: Cased to: Total absorption area: Pipe Material: Private 200 Ft. 1 0 8 Ft 518 Ft2 D3034 Driller: Date Drilled: Static Water Level: Installer: Date Installed: Sullivan 3/29/2011 57 Ft l:lintstone Ent. 3/30/11 Yield: Pump Set at: Casing Height Above Ground: 4 GPM 189 Ft. 2 Ft TANK SEPARATION DISTANCES ®Septic 0 Holding 0 S.T.E.P. 0 Other: To Septic Absorption Lift Holding public/Private Manufacturer: Capacity From Tank Field Station Tank Sewer Line Anchorage Tank 1000 Gal. • Well 100' 100'+ 100'+ NA 25'+ Material: Number of Compartments: Steel 2 Surface water 100'+ 100'+ 100'+ NALIFT STATION Size: Manufacturer. Lot Line 5'+ 10'+ 5'+ NA -- Gal. Foundation 5'+ 101+ 5'+ NA "Pump on"level at `Pump ott level at High water alarm at: in. in. in. Curtain Drain NA *50'+ NA NA Pump Make&Model Electrical Inspections performed by: Remarks: *None known. Existing undocumented septic system and BENCH MARK Location and Description: well decommissioned in place. Top of wellhead Assumed Elevation: 100 Ft. Engineer's Stamp 44Ir4r*S CE..-44 Inspections performed by: ArcTerra Dates: 1ST&2ND 03/30/11 "1* TR �r 3RD 03/30/2011 _, r Development Services Department Approval rr �ViatOF � Reviewed and approved by: tel! Date: 17/-/7-I/ 1k N VI • ./A (Rev.12100) j MOO AS-BUILT SYSTEM DETAILS/SITE PLAN Perrnit❑SP101255 HUNDRED HILLS S/D, TRACT A PID# 078-171-03 1 LOT 1 l A 41 'CANT, 4'S 6 /PIMA\ 24'8.4'_ 'T W:;•.u, EXISTING HIP' Oro\�a t iii a. i. o w S� • O A Ali o `�/ I Q :. :�20 Q 'n shh c>. LLQ 0 L NEW • ' 1000 GAL •• SEPTIC TANK Z10-1 o oMT sstanc�� ii • UTe CO i LP, • 1' = 50' 0' 8 v x (88.60 8.30) t W S A—C=82.5' LA s $ �B—C=63.5 _ i FINAL GRADE 1° C-79.90 EA-D=84.0' _ - - 81.60 81.50 .1 <B-D=69.0' INSULATOR. FABRIC\ I ORIGINAL GRADE WALES a A-E=102.5' __ _ _— B—E=93.0' , _i_ y 1SEP ICGAL 77.8 77.90 A-F=138.5' a TANK 518 SF SEWER ROCK B-F=127.0' I 85.60) (85.60 _,--(20.80..) Th—.§-:-.D\__ a (64.90) Ba 0. ��� I 37' I m AI OF \ �� SCALE! NTS 3 Ar . • • ' ' .<1.. t PREPARED FOR: CTE 1 T���• C/❑I ED ERICKSON ti �R Req �, v �1.. �'� .� GARY & EDITH GOLAY �A o, /* ..4. w ■ * * V 1336 HILAND ROAD N I •14 4 , Eagle River, AK 99577 B011 FIELD BOOKS COMPUTED X j , �es1f C -7 ,�4i / BUNDARY: DRAW: BMW 1. 1 sTAKING cNECKED:KMD • %\ ////f . $'4 ' 0 . . .0 � ASBUILT: JLS DATE: 4/5/11 `�F9C' \ 'O�, 2 \ FESSI DWG.FILE: G ' SW1060 �F 4C'p `,G 001 `_ ACRD FlLE: JOB No.: /VFRSULTING ,g7.y6 j FILE 10-180 AK. 99577 Apr 06 11 06:50p Sullivan Water Wells 907 688 2759 p2 191 SULLIVAN /v ATER WELLS i Domestic-Commercial-Geothermal i Phone 9974111-2759 1 www.seslvanwrattrwells.com - _ Well Log Permit Number: OSP 111025 Date of Issue 3114/2011 Parcel Identification Number: 07817103000 Date Started: 3129/2011 Date Completed: 3129/2011 Is well located at approved permit location? X IYes I _No Property Description HUNDRED HILLS TRACT A Lot NONE Sections Town: Range: Block NONE Property Owner Name&Address: GARY GOLAY 1336 HILAND RD EAGLE RIVER,AK 99577 Borehole Data: Depth Method of Drilling x air rotary 'cable tool Soil Type,Thickness& Water Strata From To Casing type: Casing Stickup 0 2 Wall thickness 0.25 inches Diameter 6 inches Total: 108 reet Overburden 2 4 Liner type: Hardpan!Al/Clay 4 22 Diameter inches Depth: feet Hardpan W/Boulders 22 103 Casing stick-up above ground: 2 feet Gray Bedrock 103 116 Static Water Level(from top of casing) 57 feet Brown Bedrock 116 133 Pumping Level: feet after Gray Bedrock 133 182 1 hours pumping _ gpm Recovery Rate 4 gpnt Gray&White Bedrock 1B2 191 Method of Testing: Air Gray Bedrock 191 200 Well Intake Opening Type I Open End x Open Hole Jl Screened Start feet Stopped feet 1 ! Perforations Start feet Stopped feet Grout Type: Bentonite dry granular Volume: 50 Pounds Depth 44 Start o feet Stopped 44 feet I Pump Intake Depth: feet Pump size: HP brand name Well disinfected upon Completion? :X' Yes i i No Method of disinfection CHLORINE 50 PPM Comments: Water Sample Results: Arsenic: ugil Well Driller: Bill Sullivan Nitrates mgil Sullivan Water Wells Total Coliform Bacteria colonies/100mL P.O.Boz 670272 Chugiak,AK 99567 Other bacteria: coli 100mL (907)688-2759 Attention: The property owner shall provide this log to USD(onsite)and DNR within 30 days of completion. ARCTIC PUMP &WELL INC. Jim Sullivan _ Pd Box 770197 ::.;. �- '� Eaglele River,AK 99577 naawmrsn3 (90 7)688-2510 (90 7)258-2510 (907)745-2510 apw(SCJ.net Pump Installation Log Well Drilling Permit Number: osp111025 Date Of Issue: 3/14/2011 Parcel Identification Number: 07817103000 Legal Description Hundred Hills T A Property Owner Name Address: Gary Golay Lot: Eagle River Block: AK 99577 Pump Installaion Date: 4/1/2011 Pump Intake Depth Below Top of Well Casin 189 Feet Pump Manufacturer's Name Franklin Pump Model: 10JSO7S4-2W230 Pump Size: 3/4 Pitless Adapter Burial Depth: 11 Feet Pitless Adapter Manufacturer's Name Baker Pitless Adapter Installer: UK Well Disinfected Upon Completion? Yes Method of Disinfection: Chlorine Comments: Pum pinstallerName: Arctic Pump & Well, Inc. Monday,April 04,2011 On-Site Water System Permit t,,ent r• Nagle MUNICIPALITY OF ANCHORAGE ; z. G 2, Development Services Department INfize'e) On-Site Water&Wastewater Program -`f1 +• ' I 4700 Elmore Road, PO Box 196650 1 apartment Anchorage, AK 99519-6650 Telephone: (907) 343-7904 Permit Number: OSP111025 3/30111 I .3 O Tax Code Number: 07817103000 Work Type: Well Initial 06ober L a 0% 1 „(e Permit Effective Dates: March 14, 2011 to u_ Design Engineer: ARC TERRA CONSULTING INC Subdivision: HUNDRED HILLS Site Legal Address: HUNDRED HILLS TR A G:1060 Owner/Address: GOLAY GARY B & EDITH J 1336 HILAND ROAD EAGLE RIVER AK 995779401 Site Mailing Address: 1336 HILAND RD, Eagle River Lot Size in Sq Ft: 60984 Total Bedrooms: 3 This permit is for the construction of: N Disposal Field N Septic Tank N Holding Tank N Privy Y Private Well N 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 wastewater code requires inspections during the installation. The engineer must notify the Development Services Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904(24 hours). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either: A. Open and Close on the same day. B. Covered, sealed, and heated to prevent freezing. Special Provisions: This permit is approved on the basis that septic system permit OSP101255 is issued and has not expired. If permit OSP101255 expires, this permit shall expire also. A Date: 3/iii Received By: // . , Issued B : / 1tfl �I Date: / y� �� V/4/ MUNICIPALITY OF ANCHORAGE Community Development Department t)''~1` Phone: 907-343-7904 Development Services Division "- Fax: 907-343-7997 On-Site Water & Wastewater Program Mayor Dan Sullivan ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. O2 / '/-. C' 3 Property owner(s) &a..icl 64, i Day phone Mailing address Site address /3 3 lP N' /O& ci , .6 l/l7 1 Legal description (Sub'd., Block & Lot) ,S�a97/ t' "/r//� geld Legal description (Township, Range & Section) Lot Size 6,0961/ Sq. Ft. Number of Bedrooms 3 THIS APPLICATION IS FOR: THIS APPLICATION IS AN: (®all that apply) Initial Absorption Field ❑ Septic Tank ❑ Upgrade ❑ Renewal Holding Tank ❑ ❑ Privy ❑ Private Well Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE/WAIVER REQUEST FOR: 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. :4 , At' /ryl2 C.l-r-z•OGL l (Signature of pro owner or authorized agent) Permit/Rush-Fees: fop ' Waiver Fees: Q Ac Date of Payment: 3/1 I /I Date of Payment: )%).(Lel-Pf" Receipt Number: (01 3-1 I Receipt Number: Permit No. O51° It1Oas Waiver No. G:\Building\On Site\Forms\Client Forms\Permit App_010411.doc (Rev. 1/11) On-Site Wastewater Disposal System Permit cent �(. \o • spume MUNICIPALITY OF ANCHORAGE jn C f" Development Services Department C. On-Site Water&Wastewater Program 4700 Elmore Road, PO Box 196650 L epart►nent Anchorage, AK 99519-6650 Telephone: (907) 343-7904 >/30A( 3O Permit Number: OSP101255 Tax Code Number: 07817103000 Work Type: Septic Upgrade Permit Effective Dates: October 29, 2010 to October 29, 2011 Design Engineer: ARC TERRA CONSULTING INC Subdivision: HUNDRED HILLS Site Legal Address: HUNDRED HILLS TR A G:1060 Owner/Address: GOLAY GARY B & EDITH J 1336 HILAND ROAD EAGLE RIVER AK 995779401 Site Mailing Address: 1336 HILAND RD, Eagle River Lot Size in Sq Ft: 60984 Total Bedrooms: 3 This permit is for the construction of: Y Disposal Field Y Septic Tank N Holding Tank N Privy N Private Well N 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 wastewater code requires inspections during the installation. The engineer must notify the Development Services Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either: A. Open and Close on the same day. B. Covered, sealed, and heated to prevent freezing. p r COI rev 4es sof b ►.,,, '�o i Y-gte 3 w‘l. Received By: Date: /0 i Issued By: /(;J; i �/!/ ,w--1 Date: -;-� Municipality of Anchorage • .: E_!r�� Development Services Department Building Safety Division s = On-Site Water and Wastewater Program ��Ll a 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 c /0107 Parcel I.D. 078-171-03 Property owner(s) GARY& EDITH GOLAY Day phone Mailing address 1336 HILAND ROAD, EAGLE RIVER,AK Zip Code 99577 Site address 1336 HILAND ROAD, EAGLE RIVER,AK Zip Code 99577 Legal description (Sub'd., Block& Lot) HUDRED HILLS TRACT A Legal description (Township, Range &Section) Lot Size 60984 Sq. Ft. Number of Bedrooms /22 3/(O Cr1 THIS APPLICATION IS FOR(® all that apply): THIS APPLICATION IS AN: Absorption Field 0 Initial ❑ Septic Tank 0 Upgrade 0 Holding Tank ❑ Renewal ❑ Privy ❑ Private Well ❑ Water Storage ❑ 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. ARCTERRA (Signature of properttner or authorized agent) Permit/Rush Fees: /S.36. -- Waiver Fees: Date of Payment: /00,b Date of Payment: Receipt Number: 0 .15-c C., Receipt Number: (Rev.11/05) oy �RcTERR,q i¢ m ARCTERRA CONSULTING, INC 20441 Ptarmigan Blvd., Eagle River,AK.99577 `• ,,0 4 Edi Office(907)868-3791,Fax(907)868-3793 etq. S.ATING•, AK„5Y7' October 21, 2010 Municipality of Anchorage Development Services Department On-Site Water & Wastewater Program P.O. Box 196650 Anchorage, AK 99519-6650 Subject: Upgrade Sewer Permit- Hundred Hills Tract A The owner has requested we proceed forward to obtain a septic permit to upgrade the undocumented leachfield on the subject lot. The general slope of this lot is east to west at 5-12%. On October 14, 2010 a testhole was performed to investigate soils and groundwater. The results of this test are attached for your review. The proposed upgrade will serve the existing 2-bedroom house. We propose to install a 1000- gallon septic tank and one 7' deep trench. Groundwater was not encountered during excavation or at monitoring. The existing undocumented septic system will be decommissioned per the UPC. The property and adjacent large lots are served by private water wells. 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 868-3792/FAX 868-3793. Respectfully submitted, ArcTerra Consulting, Inc. 411111114.iii. AP Kenne.I u ffus, P.E. Attachments: On-Site Sewer Application Wastewater Absorption System Details/Site Plan Soils Log/Percolation Test Owner/Contractor Specs 20441 PTARMIGAN BLVD • EAGLE RIVER,AK 99577-8736 • PH(907)868-3791 • FAX(907)868-3793 WELL & WASTEWATER DISPOSAL SYSTEM Permit: OSP101255 DETAILS / SITE PLAN PID#: 078-171-03 HUNDRED HILLS S/D, TRACT A i yi ys‘' LOT 1 1. `µ 'ka '1P,,SE1 ELL INIIRM .vim ro -,:.„ i . f Q W 5-10 78 0 5-10%N �0 _ } TH1. c;,, TO Z 5-1. Q 7-1. re o , LOT 2A E i I- 5-103 w —1 'j. J 5-10% w .; O ; �?: CC h41- 0_ r s: U O 0 100' !`� TRACT A GRAPHICS SCALE " y: SCALE: 1 :100 ;ti t' Y ';; LOT • 0 &.!M 0+ v Scale: 1'= 100' ai DESIGN DETAILS FLAG ALL WELL RADII, OWNER HAS 3 BDRM HOUSE, WANTS FIELD OVER DESIGNED FOR 4 BDRM S EASEMENTS & LOT LINES 4 BDRM X 150 GPD = 600 GPD PRIOR TO CONSTRUCTION 600 GPD/1.2 GPD PER SQ. FT. (3 MIN/IN.)= 500 SQ. FT (500 / 2 x (7' GRAVEL) = 35.7 FT. TRENCH a USE 1 TRENCH - 36' (L) X 2' (W) X 7' (D) Total depth of system is 9' from original grade. NO PUBUC WELLS WITHIN 200' OF Total depth of' gravel below distribution pipe is 7' . co PROPOSED SYSTEM. NO PRIVATE NOTES: WELLS WITHIN 200' OF PROPOSED v SYSTEM EXCEPT AS NOTED. NO 1. INSTALL 1000 GAL SEPTIC TANK & INSULATE TANK IF <4' COVER. t SEPTIC SYSTEMS Mn THIN 200' OF 2. INSULATE TRENCHES WITH 2' HD BURIAL FOAM IF < 3' OF FILL. PROPOSED WELL EXCEPT AS NOTED. MIN. 2' FILL WITH INSULATION, >3' COVER NO INSUL REQ. i i 3. CONTRACTOR WILL ENSURE MINIMUM 27. SLOPE INT❑ SEPTIC TANK. 4. CONTRACTOR WILL ENSURE ALL SEPARATIONS TO ADJACENT `\\ WELLS, SEPTICS EASEMENTS, PROPERTY LINES, ETC... PAGE 1 OF 3 CD AMPv OF n77�,p ����. . <Q6 PREPARED FOR: RCTE�� GARY & EDITH GOLAY a /* 9TH I\ * 1336 EHIILANID ROAD N / • 46, / / EAGLE RIVER, AK 99577 as I,�51.11\ �I ALi KENNET �i',S / FIELD BOOKS COMPUTED: /„i .."„1 x • CE-7116 • BOUNDARY: DRAWN: Z 1 � ` moi , • w� / IIs knd �, 11����- CE:��►'11 o , 1�� 8/�� • tis' STAKING: NA cHEO<Eo: KMD 47 Air • f� \�►�_�i i/ s'''',"�' P/ . . . Pyry=� DWG. T: JLS DATE. 03/08/11 �9 060 Z FESSIO DWG. FILE: GRID: SW1060 c�F C'Q �',J�"•9011 \`_o. ACRD FILE: JOB No: R7V.,,i, TI I\ 1 .81,61 10-180.dwc 10-180 AK. 99577 CO WELL & WASTEWATER DISPOSAL SYSTEM DETAILS HUNDRED HILLS S/D, TRACT A ei ,CANT 14, `-'6).- O 2.4' _ #�/,. _, EXISTING 20� a GHOUSE O� '�. 2k'1' �O Pte.:AR' �� G`' ` ' .ice. f� QE A� """'salaam 'o DECOM ,ISSI O `• '!„�• , � XISTING NB.i `� n 90 R NEW WELL INSTALL SEPTIC Y FCO PER ,'k \J0 N 2' 1-- lk •.•%. .. ... • (f) 4' INSTALL NEW W 1000 GAL " ' :.'•• SEPTIC TANK CO — 101 ' " ' X. 1:. L O i 29.5 Z co . + TH1 • 1 INSTALL NEW 36'L x MT ' 2W x 7'D FRENCH ,'' .`: w O ---- 31 ' .. MT �� ' '+ if 0 30' GRAPHICS SCALE FLAG ALL WELL RADII, EASEMENTS & LOT LINES SCALE: 1:30 PRIOR TO CONSTRUCTION Scale: 1'= 30' OF, r�\ T PAGE 2 OF 3 t Ar,<S. ` . .‹.-4,6 PREPARED FOR: CIE ,�•., .' •'� , GARY & EDITH GOLAY b AR R� L2 / ",l.- �� •.' A C/O ED ERICKSON ,4° �A8r, 1w ' * :.49TH *oli .41 .A 1336 HILAND ROAD " ��N EAGLE RIVER, AK 99577 / 1� Iill�'�r�� S / FIELD BOOKS CONPU1tl: �� �it ,4 c. wa / 80UNDARY:,,s DRANr: knd Z �` � cr,ur w '� A - f i� �4 � STAKING: NA CHECKED: KMD t / .-,1 44 1 •Slo �ti / ASBUILT: JLS DATE: 03/08/11 �`.'wr.�9c- �. 0� \\ 3 DWG. FILE: aaD: SW1060 (' eoll ‘ C'`90�� `�� 1VSt IT ACAD FILE: 10-180.dwc Job No.` 10-180 SFR, K 99577-6�3e c o WELL & WASTEWATER DISPOSAL SYSTEM DETAILS HUNDRED HILLS S/D, TRACT A REMOVABLE CAP --______,_ — CLEANOUT, TYP. EACH LATERAL MONITORING TUBE, SURFACE MOUNDED TO �/ PERFS BELOW FILL INSURE DRAINAGE AWAY EXIST. GROUND FROM TRENCH �0� ��_ `/�/\\ I \//\/� NATIVE SOIL BACKFILL , ,%\\\ /// (24" MIN. - MUST BE / INSULATED IF LESS / \/�\i THEN 48".) mi TRENCH SECTION ' .IP SILT BARRIER & INSUL � .ty.� LOCATION IF REQR'D. SCALE: NTS w 6" ����l 'I 0 0G" "e1•).o ' 4" PERF PIPE (PERFS 0�1 X IrOoSo DOWN) 0 • rall Allan 00,,,,0111L PER DESIGN ;iI•30 L.14 ,. : // mom pA4.0 til 7., �N//-lets.?.°` �i��\�\\!�\< SEASONALLY HIGH Z Z Z p STATIC GROUNDWATER BED ROCK OR OTHER O z o TABLE / IMPERMEABLE BARRIER I- m r 0 00 N D O O 0 0 LL LL r') 0 - - 0 O O O O� 0 BACKFILL MOUNDED (..)1-•- - AWAY FROM TRENCH - Mil ��i� i � GE0-FABRIC i/ !/�� �. . Sc INSUL. • . i i_ _ . 1.1_ 111111111 i r 4.,. .5'SEWER ROCK 1000 GAL a� I x T( ?ii' ' �1/• 4" SOLID SEPTIC �'!i �•.� SEWER ROCK V• •, ✓�,�I � ABS PVC PIPE © TANK �-��I •'/1�• �'.{�i. • � ��� :/•��li 7 N. OF / 4 •, II •. i, / i"-2 " CLEAN <2% TO TANK I �1• �•� •�/ •. •4•.re•,'�• .4�I,$ i"- i �/• • �••. /• Z #1. Ar' SEWER ROCK © 2%4" LI D ABS/PVC TO DRAINFIELDIPE ,.0,.=oz�..y • ��i�..� •tea,, , TRENCH SYSTEM PROFILE L"EVELPERF PIPE LHOLES DOWN Or A T\\ �� SCALE: NTS PAGE 3 OF 3 ir . . .<Q� PREPARED FOR: i�\ ' ' to GARY & EDITH GOLAY IRCTEpii, �- / �. �� `Y C/O ED ERICKSON >° /. IA - / * 9TH / 1336 HILAND ROAD ` • e / EAGLE RIVER, AK 99577 /�,�L .'1„\10/ / FIELD BOOKS coMPUTEo: rI/�i ..l ��l xKENNETH M. DS i ' 9 / BOUNDARY:jIS DRAWN: knd Z I1�� CE:��G-'�,' CE-7 18 �G /`/ 4 cj, _ 2 , Li G�S•�/ STAKING: NA CHECKED: KMD `, o .`\riI�„//•''1 1 ./O . .�1, ' ASBUILT: DATE: p�FESSIO�P / JLS 03/08/11 F9c` \V// 4 ` D . FILE: GRD: SW1060 F,1°Ns \'''(-4.° ‘�`►� / . LILTING .156 ACAD FILE: 10-180.dwe Joe N 10-180 AK.99577'8 \\Server\Storage\WELL Sc SEPTIC — Filed By Legal\Hundred Hills\Tract A\dwg\Hundred Hills.dwg , r oti �RcTE RR9 ,, ;AV'.� OF•�A`'As•ii ARCTERRA % . 9 ' 1 • ' CONSULTING, INC I� r V) /S , ' ; 212 E. 5151 Ave,Anchorage,AK.99503 v •• i �' 'Office(907)868-3791,Fax(907)868-3793 i ; Kennett ''ffu•; .'frek.'4:TA-81'. 4 ,s, % CE , 6/ _....4roor SOILS PERCOLATION TEST �t�;;•R` S =� Performed for: Ed Erickson Date Performed: 10/14/2010 Project: HUNDRED HILLS TRACT A TEST HOLE# TH 10-1 Depth (Feet) SEE ATTACHED SITE PLAN �' FOR HOLE LOCATION 1 _. it1 Org/OL Was Ground water encountered? NO What depth? NA 3it Depth to water after monitoring? DRY Date? 10/21/2010 b: fii GM/gp w/occ.boulders to 2' Reading Date Gross Net Depth to Net 5-t,,-. .: ' Time Time Water Drop 6 x` "4 1 10/14/10 1:00 - 6" - 7 7A 2 1:10 10 min 2 9/16" 3 7/16" Illit 8 : 3 * 1:11 - 6" - it' 14 9 4 1:21 10 min 2 11/16" 3 5/16" .44t 10-' 5 * 1:22 - 6" - 11 e1 ! 6 1:32 10 min - 2 12/16" 3 4/16" 12-.," o 7 * 1:33 - 6" - 13-? ; > 8 1:43 10 min 2 12/16" 3 4/16" 0.171+4 AI .t 14-4 1 9 * 1:44 - 6" - 15_,,, 1, B.O.H. 10 1:54 10 min 2 13/16" 3 3/16" 16- 11 * 1:55 - 6" - 17- 12 2:05 10 min 2 12/16" 3 4/16" 18- * Water Added HOLE PRESOAKED 19- PRIOR TO TEST Percolation Rate 3.08 (min/in)Perc Hole Diameter 6" 20- Test Run Between 3.5 feet and 4.5 feet I, Kenneth M. Duffus, certify that this test was performed in accordance with all State and Municipal guidelines in effect on this date. QUBMTTA1 MAY 1 , c •,.. Municipality of Anchorage retcpc�r� .tuoi t &J ; On-Site Water and Wastewater Program (907)343-7904 5 A/ CTY Certificate of On-Site Systems Approval Parcel I.D. 078-171-03 Expiration Date: 8 l 1. GENERAL INFORMATION Complete legal description Hundred Hills, Tract A Location (site address) 1336 Hiland Rd Current Property owner(s) Neil & Ginny Kinnebrew Day phone Mailing address 1336 Hiland Rd Eagle River, AK 99577 Real Estate Agent Day phone 2. TYPE OF DWELLING: 0 Single Family(w/wo ADU) ❑ Duplex ❑ Multiple Dwellings(Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 3 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well Q Individual Individual Water Storage ❑ Holding Tank ❑ Community Class Well ❑ Community ❑ Public Water System ❑ Public Sewer ❑ WaiverNariance request •r: Distance: lir Received by: ( Date: S LOiS COSA to be released to th= - gineer,unless otherwise requested by the engineer. COSA Fee $ 631,0 / Waiver Fee $ Date of Payment 51040°5 Date of Payment Receipt Number 0`-t'11356 Receipt Number COSA# (33tJ 5(Z(6 Waiver# 5. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation,based on procedures outlined in the Certificate of On-Site Systems Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is(are) safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection,the on-site water supply and/or wastewater disposal system is(are)in compliance with all applicable Municipal and State codes,ordinances,and regulations in effect at the time of installation. In conducting an adequacy test,I attempt to provide a thorough,conscientious engineering analysis of the system in accordance with MoA COSA guidelines and regulations.The reported results describe the performance of the system under the conditions encountered at the time of the test, and separation distances measured to readily identifiable features. The operational life of all wells and septic systems depend on the local soil condition,ground water levels that may fluctuate during the year,and the water usage of the family being served by the system.These conditions are outside the control of the evaluator of this system. All systems eventually fail and satisfactory test results do not guarantee future performance of the system,nor do they guarantee that there are no hidden defects or encroachments.Therefore we cannot provide any warranty for future performance, nor can we estimate remaining life of the system.The content of this report is for the sole benefit of the owner listed above. Name of Firm Pannone Engineering Services LLC Phone (907) 272-8218 Address P.O. Box 100217, Anchorage Ak. 99510 Engineer's Printed Name Steven R Pannone Date 04/09/15 orrrg�Q' �,'•/f,9 0*:4g TH 6. DSD SIGNATURE 0, 1/<ystem #1 Approved for 3 bedrooms innnonee• Al 0. CE-8149 System #2 Approved for bedrooms 4'•. � O. Disapproved � �1 AROF0P ES5� 44 � Conditional approval for bedrooms, with the following stipulations: \``�k0(((((i((0 G\QP��ZY OF q/liffif . cal WATER AND WASTEWATER oz PROGRAM FA/ sER�\�,`g���'� By: a---eOriginal Certificate Date: �� 1 l —�✓r The n' .alit 4A,04e Development Services Division (DSD) issues Certificates of On-Site Systems Approval (COSA) based only upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 7. ATTACHMENTS: COSA Checklist X Nitrate Advisory Septic System Advisory Arsenic Advisory • X Well Flow Advisory _ Other COSA blue sheet_E '. c If more than 1 septic system is on the lot: COSA Checklist# I of 1 Structure served by this system 1 Certificate of On-Site Systems Approval Checklist Legal Description: Hundred Hills, Tract A Parcel ID:078-171-03 A. WELL DATA Well type Private If A, B, or C provide PWSID# Well Log(Y/N) Y Date completed 03/29/2011 Sanitary seal (Y/N) Y Wires properly protected (Y/N) Y Total depth 200 ft. Cased to 1 08 ft. Casing height(above ground) 18+ in. FROM WELL LOG AT INSPECTION Date of test 03/29/2011 04/06/2015 Static water level 57 ft. 71 ft. Well production 4 g.p.m. 4'S g.p.m. WATER SAMPLE RESULTS:!v Coliform - colonies/100 mL Nitrate Ai h mg/L Arsenic 37. 2- ug/L Date of sample: <I6`I 5 Collected by:• ?eis B. SEPTIC/HOLDING TANK DATA Tank Type/Material Septic/Steel Date installed 03/29/2011 Tank size 1000 gal. Number of Compartments 2 Cleanouts(Y/N) Y Foundation cleanout(Y/N) Y Depression over tank(Y/N) N High water alarm (Y/N) N Date of pumping 3/3 i 6.0 i S Pumper S q..-, l l fig d, Pot . /S C. ABSORPTION FIELD DATA Date installed 03/30/2011 Soil rating (g.p.d./ft2 or ft2/bdrm) 1.2 g.p.d./sf System type Deep Trench Length 37 ft. Width 3 ft. Gravel below pipe 7 ft. Total depth 10 ft. Eff. absorption area 518 ft` Monitoring tube Y Depression over field N n Date of adequacy test 04/06/2015 Results(Pass/Fail) Pass For 3 bedrooms Fluid depth in absorption field before test 0 in. Water added 465 gal. New depth 8 in. Elapsed Time: 160 min. Final fluid depth 0 in. Absorption rate >= 450+ g.p.d. No Any rejuvenation treatment(past 12 mo.)(Y/N &type) If yes, give date D. LIFT STATION Date installed Size in gallons Manhole/Access(Y/N) "Pump on" level at in. "Pump off' level at in. High water alarm level at in. Datum Cycles tested Meets alarm&circuit requirements? E. SEPARATION DISTANCES WELL ON LOT TO: Septic tank/lift station on lot 100+ On adjacent lots 100+ Absorption field on lot 100+ On adjacent lots 100+ Public sewer main 75+ Public sewer manhole/cleanout 100+ Sewer/septic service line 25+ Holding tank 100+ Animal containment areas 50+ Manure/animal excrete storage areas 100+ SEPTIC/HOLDING TANK ON LOT TO: Building foundation 5+ Property line 5+ Absorption field 5+ Water main 10+ Water service line 10+ Surface water 100+ Wells on adjacent lots 100+ ABSORPTION FIELD ON LOT TO: Property line 10+ Building foundation 10+ Water main 10+ Water Service line 10+ Surface water 100+ Driveway, parking/vehicle storage 10+ Curtain drain 50+ Wells on adjacent lots 100+ F. COMMENTS As Built on File G. ENGINEER'S CERTIFICATION ..'"`6OF.44. I certify that I have determined through field inspections and Al4, review of Municipal records that the above systems are in # TH I\ *Te conformance with MOA COSA guidelines in effect on this date. %••• , Engineer's Printed Name Steven R. Pannone •...'S everi 12. Nnnorie Date 04/09/2015 01��.. CE-8149 '/ COSA canary sheet_2-6-15.doc • Municipality of Anchorage :GE' Community Development Department Development Services Division 'v'TY On-Site Water and Wastewater Program 4700 Elmore Street P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907) 343-7904 Arsenic Advisory Certificate of On-Site Systems Approval # 151215 A Certificate of On-Site Systems Approval inspection and test of potable water was recently conducted on the well water supply on Block , Lot of Tract A Hundred Hills Subdivision. This inspection revealed an arsenic concentration of 37.2 micrograms per liter (ug/L) for the property's well water sample. The Environmental Protection Agency (EPA) has established a maximum contaminant level (MCL) of 10.0 ug/L for public drinking water systems. While private wells are not subject to this regulation, EPA standards are based on existing health information and can therefore be used to gauge the relative quality of water from private wells. Information on arsenic is available from the On-Site Water and Wastewater Program website (www.muni.org/onsite) or at 343-7904. This advisory must be attached to all copies of the subject Certificate of On- Site Systems Approval. & q— /v Municipality of Anchorage • • °itDevelopment Services Department o' _ r Building Safety Division Z: • On-Site Water and Wastewater Program s a r c r r 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907) 343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. 078-171-03 COSA# d D�,\1 \\` Expiration Date: 7- / 9 / / 1. GENERAL INFORMATION Complete legal description HUNDRED HILLS TRACT A Location (site address) 1336 HILAND ROAD, EAGLE RIVER,AK 99577 Current Property owner(s) GARY & EDITH GOLAY Day phone _ Mailing address 1336 HILAND ROAD, EAGLE RIVER,AK 99577 Lending agency Day phone Mailing address Real Estate Agent ED ERICKSON -KW Day phone Mailing Address Unless otherwise requested, COSA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: 3 3. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well ® Individual On-site Individual Water Storage ❑ Individual Holding Tank I [ Community Class Well ❑ Community On-site [ I Public Water System ❑ Public Sewer I I The Municipality of Anchorage Development Services Department (DSD) issues Certificates of On-Site Systems Approval (COSA) based only upon the representations given in paragraph 4 by an independent professional civil engineer registered in the State of Alaska. Certificates of On-Site Systems Approval are required for the transfer of title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or water supply system. DSD also issues COSAs upon request to homeowners. Certificates of On-Site Systems Approval are valid for 90 days from the date of issue for properties served by a private or Class C well and may be reissued with new water sample results. (Certificates may be reissued for a period of up to one year with valid water samples.) Certificates are valid for one year for properties served by Class A or B wells or a public water system. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 4. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based on procedures outlined in the Certificate of On-Site Systems Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. Name of Firm ARCTERRA CONSULTING,INC. Phone 868-3792 Address 20441 PTARMIGAN BLVD., EAGLE RIVER,AK 99577 Engineer's Printed Name KENNETH M. DUFFUS Date 04/11/2011 Engineer's Comments: This investigation was completed in compliance with ADEC and MOA regulations. The assessment of the condition of the well and septic applies only to the conditions as of the day tested. The flow and absorption rates may change due to subsurface conditions that may not be observed from the surface, changes inland use, local soil characteristics, groundwater levels that may fluctuate during the year and the water usage of the family being served by the system. The operational life of all well and septic systems are subject to these various and dynamic characteristics and are outside the control of the evaluator of the well and septic system. Therefore, ArcTerra can not give any estimate of how long a ,; .; .. system will function satisfactory for current or future ► occupants or can ArcTerra guarantee that no unseen : - . encroachments, deficiencies or discrepancies exist. • .,fit. :. 5. DSD SIGNATURE irt ' , ,. .: .. ✓ Approved for 3 bedrooms. • a4r: . Disapproved. . .: " `, ;,,..;. - Conditional approval for bedrooms, with the following stipulations: OrAlive --------------- - •• ON-SITE •. c — - INATER AND STEWATER • PROGRAM �•. _`• . J4_ Attachments: c� SENT SFNr COSA Checklist X Arsenic Advisory „I./7 "" Septic System Advisory -- Maintenance Agreements Well Flow Advisory Supplemental Engineer's Report Nitrate Advisory Other By: 7 al )796,6t Original Certificate Date: y f C> / (Rev,11/05) f /;j E • • Municipality of Anchorage P A G Development Services Department Building Safety Division Q On-Site Water& Wastewater Program 5 A F `T 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907) 343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST Legal Description: HUNDRED HILLS TRACT A Parcel ID: 078-171-03 A. WELL DATA Well type PRIVATE If A, B, or C provide PWSID#___ Well Log (Y/N) Y Date completed 3/29/2011 Sanitary seal (Y/N) Y Wires properly protected (Y/N) Y Total depth 200 ft. Cased to 108 ft. Casing height (above ground) 24 in. FROM WELL LOG AT INSPECTION Date of test 3/29/2011 Static water level 57 ft. _______— __——___ ft. Well production 4 _ g.p.m. ______-- g.p.m. WATER SAMPLE RESULTS: Coliform NEG colonies/100mL Nitrate Np mg/L Arsenic: HZ.3 mg/I Date of sample: 04/08/2011 _Collected by: ArcTerra B. SEPTIC/HOLDING TANK DATA Tank Type/Material Septic/Steel_ Date installed 3/30/2011 Tank size 1000 gal. Number of Compartments 2 Cleanouts (Y/N) Y Foundation cleanout(Y/N) Y Depression over tank (Y/N) N High water alarm (Y/N) N Date of pumping NA-New Tank Pumper C. ABSORPTION FIELD DATA Date installed 3/30/2011 Soil rating (g.p.d./ft2 or ft2/bdrm) 1.2 System type Deep Trench Length 37 ft. Width 3 ft. Gravel below pipe 7ft. Total depth 10.8 ft. (measured 4/5/11) Eff. absorption area 518 ft2 Monitoring tube Y Depression over field N Date of adequacy test NA-New System Results (Pass/Fail) For bedrooms Fluid depth in absorption field before test in. Water added gal. New depth .__in. Elapsed Time: min. Final fluid depth in. Absorption rate >= g.p.d. Any rejuvenation treatment (past 12 mo.) (Y/N &type) NIf yes, give date--- D. LIFT STATION Date installed Size in gallons Manhole/Access (Y/N) "Pump on" level at in. "Pump off' level at in. High water alarm level at in. Datum _ Cycles tested Meets alarm &circuit requirements? E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lift station on lot 100'+ On adjacent lots 100'+ Absorption field on lot 100'+ _ _ On adjacent lots 100'+ Public sewer main 75'+ Public sewer manhole/cleanout 100'+ Sewer/septic service line 25'+ Holding tank 100'+ Animal containment areas 50'+ Manure/animal excrete storage areas_100'+ SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation 5'+ -_ Property line 5'+ Absorption field 5'+ Water main 10'+ ___-- Water service line 10'+ Surface water 100'+ Wells on adjacent lots 100'+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line 10'+ Building foundation 10'+ Water main 10'+ Water Service line 10'+ Surface water 100'+ Driveway, parking/vehicle storage 10'+ Curtain drain 50'+ (None Known) Wells on adjacent lots 100'+ F. COMMENTS G. ENGINEER'S CERTIFICATION "�" ! `` t: I certify that I have determined through field inspections and •;i fA review of Municipal records that the above systems are in •'j conformance with MOA COSA guidelines in effect on this date. • � An�...4tc...�.�6Cvr�,s Engineer's Printed Name KENNETH M.DUFFUS 34:07::• Date 04/11/2011 ':• :SIN!► COSA Fee $ r-st gra_ Q. Waiver Fee $ Date of Payment Li—I'5--)k Date of Payment Receipt Number O )5C-) C..-C) Receipt Number (Rev. 11/05) • Municipality of AnchorageGE'. •; . .'`° Community Development Department Development Services Division SA err On-Site Water and Wastewater Program 4700 Elmore Street P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907) 343-7904 Arsenic Advisory Certificate of On-Site Systems Approval # 111112 A Certificate of On-Site Systems Approval inspection and test of potable water was recently conducted on the well water supply on Block , Lot of Hundred Hills Tract A Subdivision. This inspection revealed an arsenic concentration of 42.3 micrograms per liter (ug/L) for the property's well water sample. The Environmental Protection Agency (EPA) has established a maximum contaminant level (MCL) of 10.0 ug/L for public drinking water systems. While private wells are not subject to this regulation, EPA standards are based on existing health information and can therefore be used to gauge the relative quality of water from private wells. Information on arsenic is available from the On-Site Water and Wastewater Program website (www.muni.org/onsite) or at 343-7904. This advisory must be attached to all copies of the subject Certificate of On- Site Systems Approval. 1.\ . ►. \ . • / 0 0.0, \ .,_:.,(;14; '- Iii \ J LOT 1 : .\\ s ,,,s„ o. LL �/: . .c \ FP \ ,CANT �� 100 8.4' 'I-h? ..Pi.„. 0(0101.40 2.4' —"-) ,XISTING 19.s 'o. e — Z6`' 0 m 1"5 .53 . o \ �� O iN. o - a. LU .6. I— \ (U) \ • L • 0 . \.... I d •e• \ \\ .. .z • o o SEPTIC LOT 2A il • . N o ��\ \ . 's `�+s n7y C/ N �/ c . N Q O �\ \ 9 0 . U ° o �0 90 zoo \ TRACT A \ . • \ s� \ 7 N sr- s� \ F • • GRAVEL . \ D/W IS . 7 •>j, N EXISTING O. GARAGE In iiI 95.8' rc N90'00'00"E 315.92' CARROLL MOO\ HOMESTEAD ANCHORAGE RECORDING DISTRICT 0 =FND ALUMINUM MONUMENT ASBUILT OF: 0 =FND 5/8"REBAR HUNDRED HILLS SUBDIVISION TRACT A PLAT 73-105 \ .\ �D LANDR�. SURVEY CERTIFICATION: I,John L. Schuller,have conducted a J physical survey of this property as shown on this drawing and that the • • '''OF.. `••••• `� �W� �� improvements situated thereon are within the property lines and no ,' •� �) 1�1 N c ✓�0 enchroachments exist other that noted. /* L'' 49TH / *, ,� !� / % xa clr EXCLUSION NOTES: It is the owners responsibility to determine the G If " o `existence of any easements,covenants,or restrictions which do not A ? appear on the recorded subdivision plat. Under no circumstance should rf •.JOHN L. SCHULLER. / ��1. any information on this drawing be used for construction of fences, s� LS-10408 .• �;00 f ,, structures, improvements, or for establishing boundary lines. Il�0a ' •.(;./J•'. ��A° •"""'"' "183 l A �a 1831 Talkeetna Street WORK ORDER NUMBER: DATE:APR 6, 2011 SCALE. 1"=40' E-MAIL- \\\``"`=`� Anchorage, Alaska 99508 11 -008 DRAv, BY: CHECKED BY GRID NUMBER: BOOK/PAGE: (907) 227-1455 office JLS SW1060 110106 (907) 274-4992 fax