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Home My WebLink AboutMOUNTAIN VALLEY ESTATES #1 BLK 5 LT 10Mountain Valley Estates #1 Block 5 Lot 10 #050-661-13 Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program, 4700 Elmore Road P.O. Box 196650 Anchorage, AK 99507 Page 1 of L www.cl.anchorage.ak.us (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number. Sh I o PID Number. d g Nem. G>= Wastewater System: RNew [I Upgrade Moresr zz ABSORPTION FIELD pt 0 N° it 6eb°am — Li - 3 O Dew Trrv:tt C.Smilos Trrrn ❑ e.a O Ma.a O ow.r LEGAL DESCRIPTION sisP" T°u DOM eae-FW iye 61orJc to sWOwi°n o" b Pipe Ix"Im firm, 7�• m GftMe hpW 'I -..•mm,....,y A 10 ,SRN rsr, J* I G FI. i• S fl Te.WV Rs V, seotem FJ eaaaa Wove a7w Veae Cr Login 3 Ft. -7Z Ft. Well: New El Upgrade Pg Gn Mwan 5 t". Is"` aR,,,°eee""een'nss I Cwemraoon IPnvae. A, a. CC Twonepoe Cara b Ft. tar Wterpeal ree i Ft Mrenr 11 Z— fl. 177—Fe 62 Fe PvG Dr"r Dae Drnea sm,c Waa Lrt va -timLA 6 /W7 '3S 11,52014,S y ketcr, fl �TcL' A V!1?- AJa '/ 2CG�% Yea R1nD cart Ca" Nryx Move Grana z5 GPM Iso fl. 3 Ft TANK SEPARATION DISTANCES ®Septic []Holding ❑ S.T.E.P. ❑ Other: To Septic Absorption lift Holding Nowlpnnte actssyr- eaoo From Tank Field Station Tank Sewer Lite r— -mQG cr "'°' Maar N,nger a Comprm"ne s,.r.0 waa tor.'. tac * / LIFT STATION La Lr" K�'f � � / s. Baur Ga Fanaetw fDr` cc Tyr iG1J �l � / A.'V an Nva et 'P.ro orr ut Myt--permW h C~Dren too ,1.. W 4sr� ' / "MMs6M ENcmral lrwp W Perrom"oW Remree BENCH MARK Louuon en0 Dew'Pi,on 1oA.G wwwn. FL Inspections performed by: .GA.se>r.4' j tn.t, Dates: 1" 1a nee En+� O F X 2n0 t o Ac' XII Development Services Department Approval `p;�• I Conditional Approval Date: %7 tr.•49TH J %/.. ..... . ... ... MICHAEL N. AADEUCN CE -9469 ' I Reviewed and approved by: Date: �� F�pRQiESSi3N*�� Permit No. SW070089 Page 2 of 2 Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 Anchorage, Alaska 99519-6650 Telephone: 343-4744 On—Site Wastewater Disposal System and/or Well Inspection Report Legal Description: LOT 10, BLK 5 Mountain Volley Estates #1 PID No.: 050-661-13 MARK A I B GRND. ELEV. PIPE I ELEV. CO1 6'3' 22'6' 99.8 95.1 CO2 76'5" 91'0' 93.0 89.6 TC01 84'7' 99'I' 92.1 83.8 TCO2 92'5' 107'8" 91.6 64.0 CO3 93'10' 109'0" 91.5 86.3 C04 133'10 148'1' 88.1 185.6 C05 66'3" 87'12' 89.4 85.6 MT 121'5' 136'8' 87.9 183.0 / I moi/ 1 BENCH, Cd NCI2ETE /I V I � I 4HOUSE CO1 \ T 11 5\\ C04 I // \\ ALTERNATE TRENCH LOCATIIbNr``-- _�i�/ \ / TEST HOLE RADIUS / T SCALE: 1"=30' HT1 n° =�••49 R! J51 ..� YM1� �nrt�rrc------_- ,mow.a \..` "0� 0 ';MICHAEL N. ANDEF frt4 Y>nt l.wl ♦ %^:, No. CE 9469 •� <c�• ermr rmu e..N.T.S. •ON \V' 02 ��— -------- TCO ° TC01 __� / \ \ — / \ CO3 IJ� / \ T 11 5\\ C04 I // \\ ALTERNATE TRENCH LOCATIIbNr``-- _�i�/ \ / TEST HOLE RADIUS / T SCALE: 1"=30' HT1 n° =�••49 R! J51 ..� YM1� �nrt�rrc------_- ,mow.a \..` "0� 0 ';MICHAEL N. ANDEF frt4 Y>nt l.wl ♦ %^:, No. CE 9469 •� <c�• ermr rmu e..N.T.S. •ON \V' Certitieb �rfftlnq Log by DOC CO.Oba _ SULLIVAN WATER WELLS j P.O. BOX 670272, CHUGIAK, ALASKA 99567 -TELEPHONE 688-2759 OWNER OF LAND: 34-.-j7- L, f V -i ADDRESS: LEGAL DESCRIPTION: jd4,Lr'Y ZE // ��e / A-) DATE: �l 7l0-4 PERMIT NUMBER: Qio a P9 Date of IssueS2-_'2 -r2: TAX IDENTIFICATION NUMBER: Is well located at approved permit location? ';-. s U No Method of Drilling: ti -e 'rotary U cable tool Depth of well: I -7 CasingTypeS / 1- Wall Thickness • o?S� inches Diameter/- G ' inches, depth / feet Liner Type: Casing Stickup Above Ground: cZ • feet Static Water Level: 3 S feet Recover Rate: _-) S g^pm Method of Testing: )4r Q Well Intake Opening Type: 4J end U open hole U Screened; Startfeet Stopped feet L) Perforations Start ._feett gg� oN� I t 4- /i�Ped Grout Type: /3F^' i Volume feet Depth: from 0 feet, to A -D feet Well Disinfected Upon Completion? %3 -Yes U No Method of Disinfection: C tL_-Wi— Sl eta Comments: E HOLE I DEPTH Driller's Name a JS<J✓,COc'.� Tf Gr4 i S/.%J 6e,-tJ,',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. ARCTIC PUMP & WELL INC. « Jim Sullivan, CPI PO Box 770197 Eagle River, AK 99577 ru taxa - (907) 688-2510 (907)258-2510 (907)745-2510 pr'?yci.net?y�i.net Pump Installation Log Well Drilling Permit Number: SW070089 Parcel Identification Number:050-661-13 Z!l Date of Issue: 64-07 Legal Description:Mountain valley Property Owner Name R Address: est # l Brent Little Lot:10 4721 Birdsong "I --1..a 110.10 River AK QQr77 Pump Installation Date: 9-28-07 Pump Intake Depth Below Top of Well Casing: 157 Feet Pump Manufacturer's Name: Dempster Pump Modcl:MBF2-75-S2 Pump Size:3/4 hp Pitless Adapter Burial Depth: 10 feet Pitless Adapter Manufacturer's Name:Monitor Pitless Adapter Installer: Arctic Pump & Well, Inc. Well Disinfected Upon Completion? Yes Method of Disinfection: Chlorine Comments: Pump Installer Name: Arctic Pump & Well, Inc. Arctic Pump & Well, Inc. Page I of I MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water 8 Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM ) WATER SUPPLY PERMIT Initial Permit Number: SW070089 Date Issued: Jun 04, 2007 Expiration Date: Jun 03, 2008 Parcel ID: 050-661-13 Legal Description: MOUNTAIN VALLEY ESTATES #1 BLOCK 5 LOT 10 Design Engineer: 0014 ANDERSON ENGINEERING Owner Name: BRENT LITTLE Owner Address: 4722 BIRDSONG DRIVE EAGLE RIVER. AK 99577 - Site Address: NHN BIRDSONG DRIVE Lot Size: 68861 SO. FT. Total Bedrooms .4� Permit Bedrooms �. � '3 7 This permit is for the construction of: Z Disposal Field Z✓ Septic Tank Holding Tank [] Privy 0✓ Private Well 0 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 calling (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: Issued By: Date: V(/� Date:—0_L_ Municipality of Anchorage (• Development Services Department e' \ 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- 6G 1- 1 i Property owner(s) SR Err- Lim)_ Day phone 3`I 3- 5290 Mailing address_ yaZZ g2RDsahiC. £A, t- &;C, �Zip Code 9957V Site address I.ltltil d � - �-b2 —E4J? Zip Code N.n Legal description (Sub'd., Block & Lot .. 0f �iA1 1)A LLFY F<TI'1'C'f 2Ar C . r .- Legal description (Township, Range & Section) SW Yy SFcltont 3Z T)y rj RI W 4 < r Lot Size- 6$r861 Sq. Ft. THIS APPLICATION IS FOR (® all that apply): Absorption Field 91 Septic Tank N1 Holding Tank El Privy 0 Private Well Water Storage El Number of Bedrooms THIS APPLICATION IS AN: Initial 91 Upgrade 0 Renewal 0 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. (Signature of property owner or authorized agent) Permit/Rush Fees: % 3� Date of Payment: 3-/q-07 Receipt Number. (Rev. I vm) Waiver Fees: Date of Payment: Receipt Number. Michael N. Anderson, P.E. 4640 Shoshoni Drive Anchorage, AK 99516 Ph 345-3377 Fax 345-1391 May 21, 2007 Municipality of Anchorage Development Service Department Onsite Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 Subject: Mountain Valley Estates, Lot 10, Block 5 To: Joe Goodall This is a resubmittal for the above-mentioned property; groundwater was measured at 6.5 ft. and was monitored from April 20th through May 20'h to ensure the seasonal high groundwater level was measured. Since the groundwater was measured during this period at a higher depth then previously in August of '06 the system was reduced from a four-bedroom to a three-bedroom system. Also attached are two further percolation tests, which were done in this time period, the worst of the three being a percolation rate of 12 minutes/inch. This new system will not prevent future wastewater and well development on the adjoining lots as the plan shows. The average topography around the drainfield was questioned so a registered land surveyor was hired to shoot a cross section through the area. The overall slope of the area is less then 25 percent running approximately west to east, there are no slope concerns. There are no surface waters within 100 feet of proposed septic system. The MOA drainage along the front of the property should only have seasonal subsurface water and should be from property snowmelt only. We do not anticipate any adverse impacts to adjacent properties that this installation would have on surrounding wells or septic systems. Sincerely, f�f Michael N. Anderson, P.E. Michael N. Anderson, P.E. Civil/Structural Engineering and Construction 4640 Shoshoni Ave. Anchorage, Alaska 99516 Phone 345-3377 Fax 345-1391 April 24, 2007 Municipality of Anchorage Development Service Department Onsite Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 Subject: Mountain Valley Estates, Lot 10, Block 5 To Whom It May Concern: There is a subsurface drainage along the front of the parcel that we are requesting a well and septic permit for, this drainage was put in by a Municipality of Anchorage contractor in the last couple years and inspected by Will Pace, an MOA inspector. The drainage consist of 6 in. perforated pipe at approx. 6 ft deep and bone rock cover, this drainage begins approximately 2/3 up gradient from the North East comer of the lot. There is one lot south of the lot in question but Birdsong Drive is not maintained to that lot and this drainage does not extend to that lot at this time. It is not believed that this drainage will never be extended beyond the lot in question. Any water that this drainage pipe would be carrying would be snow and/or rain water and it is not believed to be an issue that would affect the placement if the drainfield which is approx. 75 ft. up gradient from this subsurface road drainage. Sincerely, 114111AA Michael N. Anderson, P.E. Michael N. Anderson, P.E. Civil/Structural Engineering and Construction 4640 Shoshoni Ave. Anchorage, Alaska 99516 Phone 345-3377 Fax 345-1391 April 4, 2007 Municipality of Anchorage Development Service Department Onsite Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 Subject: Mountain Valley Estates, Lot 10, Block 5 To Whom It May Concern: After reviewing the lot with the owner the ditch along the west side of Bird Song has been filled with clean bone rock. No surface water was observed in this ditch. Two photos have been included with this letter to show the new drainage work along Bird Song Drive. The drainage ditch consists of an 8" buried culvert with large filter rock covering the entire ditch area and built in the road right-of-way. From the photos you can see the power poles, which are the property corners. None of the septic system will be installed until spring thaw to verify the high water elevation. If any of these distances or water elevations change we will be resubmitting for a revised permit. Sincerely, D Michael N. Anderson, P.E. Michael N. Anderson, P.E. 4640 Shoshoni Drive Anchorage, AK 99516 Ph 345-3377 Fax 345-1391 March 26, 2007 Municipality of Anchorage Development Service Department Onsite Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 Subject: Mountain Valley Estates, Lot 10, Block 5 To Whom It May Concern: The submittal comment sheet for the above property dated March 21, 2007 stated the Proposed trench is too close to the top of cut bank or slope greater than 25% and that groundwater monitoring needed to be done through the 15'" of May. The attached cross section of the drainfield should clarify that there is no cutbank or slope greater then 25% within 50 ft. of the proposed trench location. The groundwater monitoring for this property indicates water at 8.5 ft. This depth to water is verified with the surrounding systems already in place and the associated test holes for these systems. Please see the attached plot plan for test hole depths near the property in question. Also attached are the two most recent systems ground water depth paperwork within the subdivision. One of the properties is adjacent and one property is two lots north. Sincerely, ,�f% Michael N. Anderson, P.E. Michael N. Anderson, P.E. 4640 Shoshoni Drive Anchorage, AK 99516 Ph 345-3377 Fax 345-1391 March 13, 2007 Municipality of Anchorage Development Service Department Onsite Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 Subject: Mountain Valley Estates, Lot 10, Block 5 To Whom It May Concern: This is a request for a new four bedroom septic system and well permit on the above lot. One test hole was excavated on the southeast comer of the lot. The soils were silty gravel with cobbles to full depth and ground water was encountered at 8.5 R. The pert rate was 8 minutes per inch, which translates into a 5 ft. wide trench, 75 ft. in length with 4 ft. affective depth. This new system will not prevent future wastewater and well development on the adjoining lots as the plan shows. The average topography around the drainfield is 10-15 percent slope running approximately west to east, there are no slope concerns. There are no surface waters within 100 feet of proposed septic system. We do not anticipate any adverse impacts to adjacent properties that this installation would have on surrounding wells or septic systems. Sincerely, 0 *;rlc� Michael N. Anderson, P.E. DESIGN CRITERIA: 3 BDRM X 150 = 450 GPD SOILS = 450/0.8 = 562.5 GPD (562.5/5)(0.7) = 80' (1) TRENCH 65'�7 2.5' DEEP 11 2.0' EFFECTIVE 5.0' WIDE 80' LONG EXISTING SEPTIC I / EXISTING SEPTIC I / LOT 12 I I LOT 13 PROPOSED WELL. 100' RADIUS — uo — — 7 I � I LOT 10 BLOCK 5 / LOT 11 ----- --- VACANT LAND I m / X Z / 8' DROP OFF I � 100' MIN. TO i SURFACE WATER PROPERTY LINEI 10' UTILITY EASEMENT MOUND OVER (THII) n r_GRADE BEGINNING OF MOA DRAINAGE _� _ BIRDSONG DRIVE - — — ___T VACANT LAND VACANT LAND BLOCK 4 LOT 9 I I LOT 8 I LOT 7 Septic Design Prepared For BRENT LITTLE LOT 10, BLOCK 5, MOUNTAIN VALLEY ESTATES Eagle River, Alaska Prepared By MICHAEL N. ANDERSON, P.E. 4640 SfIOSIIONI DRIVE (907) 345-3377 / FAX (907) 345-1391 GM -2.5t___f�--SEWER ROCK 5.0' W / /EXISTING SEPTIC) LOT 14 / � PROPOSED WELL LOT 9 / / VACANT LAND I / PROPOSED 3 BEDROOM HOUSE / —PROPOSED SEPTIC SCALE: 1"=100' MAY 16, 2007 {s: 49TM ..... MICHAEL N. ANDERSON: �:• No. CE 9469 _ i PROPERTY LINE ----------- --- PROPOSED WELL, -------_-- / 100' RADIU�� 1 20-257 ----- � — ------ — LOT 10 i WELL w 20-25x 120-257. il + I5% i 1 THJ2------- \1-5% 120-25% \1-57. ROPOSED 1000 GAL SEPTIC TANK - C.O. C.O. C o iI II ------------i�------ +I--- --- -_-_-_ C.O. TH I � I -------------c--� �r-- �--- ---------- -- ------�--�`` 80' PROPOSED 5- TRE)&_____ E` NG DRryEWAY —10' UTILITY EASMENT- 100' — BIRDSONG DRIVE — PRIMARY i PROPOSED DRAINFIELD �•' /� / VACANT LAND iECONDARY / / / LOT 9 BEGINNING OF MOA DRAINAGE A --o—I Septic Design Prepared For BRENT LITTLE LOT 10, BLOCK 5, MOUNTAIN VALLEY ESTATES Eagle River, Alaska Prepared By MICHAEL N. ANDERSON, P.E. 4640 SIIOSIIONI DRIVE (907) 345-3377 / FAX (907) 345-1391 SCALE: 1"=30' MAY 16, 2007 0 1AEC N. ANDER No. CE 9469 0 PROPOSED 3 BEDROOM HOUSE 1-5% / C.O. j 11-57. / 15-207. C o iI II ------------i�------ +I--- --- -_-_-_ C.O. TH I � I -------------c--� �r-- �--- ---------- -- ------�--�`` 80' PROPOSED 5- TRE)&_____ E` NG DRryEWAY —10' UTILITY EASMENT- 100' — BIRDSONG DRIVE — PRIMARY i PROPOSED DRAINFIELD �•' /� / VACANT LAND iECONDARY / / / LOT 9 BEGINNING OF MOA DRAINAGE A --o—I Septic Design Prepared For BRENT LITTLE LOT 10, BLOCK 5, MOUNTAIN VALLEY ESTATES Eagle River, Alaska Prepared By MICHAEL N. ANDERSON, P.E. 4640 SIIOSIIONI DRIVE (907) 345-3377 / FAX (907) 345-1391 SCALE: 1"=30' MAY 16, 2007 0 1AEC N. ANDER No. CE 9469 0 EDGE OF DRIVE STA 1+35.00 EL 7.0'---,� EDGE OF ROAD STA 1+12.00 EL 0.0' CENTER OF ROAI BIRDSONG DRIVE STA 1+00.00 EL 0.0' —, EDGE OF DRIVE EDGE OF CLEARING STA 1+53.00 STA 1+78.00 EL 9.0'---\ EL 19.0'— DRAINFIELD EDGE OF DRIVE STA 11+06.00 STA 11+23.00 EL 22.5' EL 29.0' FILL OVER DRAINFIELD � SUBSURFACE DRAINAGE WAS INSTALLED BY MOA CONTRACTOR, WILL PACE, AN MOA INSPECTOR CAN VERIFY DEPTH OF PIPE AND MATERIALS USED. HIS CONTACT NUMBER IS 343-8012. WIDE DRAINFIELD SECTION A -A sopuQ Dmism ftoil�'�d 1x BRENT LITTLE LOT 10, BLOCK 5, MOUNTAIN VALLEY ESTATES Eagle River, Alaska P+ Pard Dy MICHAEL N. ANDERSON, P.E. 4640 SHOSIIONI DRIVE (907) 345-3377 / FAX (907) 345-1391 SCALE: 1"=20' MAY 16, 2007 SCALE: 1:20 PROPOSED DRAINFIELD, T1'P. OF 4 y ................ ' '. ICevin N. Smith b WR.L '1sT ��... �'� 4s t) Municipality of Anchorage rh ( NGINEE_R SAE) Development Services Department:y 1 Building Safety Division; 49THy} I • i1 On -Site Water and Wastewater Program ....... ' .... • "' 4700 South Bragaw St. . . .. .... . P.O. Box 196650 Anchorage, AK 99519-6650 •y . MICHAEL N. ANO[RSCN ; + wWwtlanc— horaoe ak us ."• (907) 343-7900 f i •. CE- 4 . J Soils Log - Percolation Test t1 °p orEssta:+a�= Performed For. �(�.r�-� LtA �SL Date Performed:_ �-3p —(j Legal Description: f..�{� , U41�2Y Fs�+�3eS �8i.5 Ci'/U Township, Range, Section: 1 Depth 0RG4L=C-S ere.,+. RF/dOU� 1 4- GM 8- C>C A4A1-C'0ALL 8_ _� WAS GROUND WATER ENCOUNTERED? VES 10- 14- IF YES, AT WHAT DEPTH? 9.131 L 11- Gross Time Depth to Water An"O Monitoring? e•rj I Depth to Water Q �O E 12 OF Date: t—II-CJ 13- 114>Lv 14- Reading Date Gross Time Net Time Depth to Water Net Drop 15- l /3a Gfo 1: S�r 11r 16- 2 tc{ 17- /; S7 16 )C -X.1 3.asf 1 ff 18- S� an 19- 5 2;0& 101-QAJ Sir l.Sri 20- 2:1� 16 1LT1J 3.S7r I it PERCOLATION RATE Ff.O tmrueryat PERC HOLE DLAMETER tri :OMMENTS TEST RUN BETWEEN LIFT AND -2, FT PERFORMED BY: grk^ ' L\`-H`P PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUN ICIPAL GUIDELINES IN EFFECT ON THISCERTIFY DTE: TEST WAS %.AL -re-* Municipality of Anchorage TimeM56 Development Services Department Building Safety Division • ye On-site Water and Wastewater Program h�,•' %49 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 995196650 tReadingDatelGross www cl anchorage k us (907) 343-7904�•A ; MICt Soils Log - Percolation Test r��•' Performed For. �f e fil t Date Performed: 4j Legal Description: �-iA Gtr (/tfji �S(4'12S5 Li/O Township, Range, Section: 11: 11 12 13 14 15 16 17- 18. COMMENTS OC��e_S 6srl gOWGrc .Al lkc4s�>�\ Cab6t.c-� WAS GROUND WATER f AS ENCOUNTERED? 7� Soik- y IF YES, AT WHAT DEPTH? � � r L &P Depth Eu Water After O goy Ls� Monitoring? 6.5 / e Date 5-1S-07- ktL N. ANDERSCN CE -9469 PERCOLATION RATE �� tmr.x•Mr•nl PERC HOLE DIAMETER TEST RUN BETWEEN 1,5 FT AND 2t.5 FT PERFORMED BY: !;A.4 Ot4t,Q PERFORMED IN ACC'ORDANCE WITH /LLL SL GUIDELINS fN EFFET ON TATE AND MUNICIPAECTHIS DAI E mDATE: IS TEST WAS TimeM56 tReadingDatelGross PERCOLATION RATE �� tmr.x•Mr•nl PERC HOLE DIAMETER TEST RUN BETWEEN 1,5 FT AND 2t.5 FT PERFORMED BY: !;A.4 Ot4t,Q PERFORMED IN ACC'ORDANCE WITH /LLL SL GUIDELINS fN EFFET ON TATE AND MUNICIPAECTHIS DAI E mDATE: IS TEST WAS Municipality of Anchorage Development Services Department Building Safety Division • �1 Onsite Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 89519-6650 W W W.cf anC�kus _— (907) 343-7904 OF : 49TH '.. Nw 4"*/..000a.. Solis Log - percolation Test L Performed For. Zra-4 U449— Date Performed: Legal Description: A46 , ti A 11Ry r.5.6.jes� y s CT 1 G Township, Range, Section: 1 1 16- 17- 18- 19- 20 - COMMENTS R.-..ew.d &A. St4/ c" occ�4 -1 coSbk.S WAS GROUND WATER ENCOUNTERED? / a IF YES, AT WHAT DEPTH? / L Depth to Water Aha O 1101nhonng? P E Date: —0 ar.•r•f:K K: ••—••� MICHAEL N. ANDERSCN : � / CE -9469 •: ��j Reading I Date Gross Time -off 3Qt5 3 = v5 Net TimeDepth to' It Z0Min art • -fro �- tl:Z 2 f^ 9.1,25'( PERCOLATION RATE' -7 rmriu•yryq PERC HOLE DIAMETER TEST RUN BETWEEN I'S FT AND 2,S FT Net Drop 3AZ.S� a PERFORMED BY: ': ,"' +e—L PERFORMED IN ACCORDANCE WITHAL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. TMDATE: TEST WAS