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Home My WebLink AboutFRIZELLE S11974 Onsite File Frizelle # 11974 i DARB Y ROAD - - - - - -i- - - - - - - - -� - - - - ® ; ' # Lot75A I //s LOT 1 SI I Pal NWIin ..r .a1 2X# ham ammo pnprl/he dw f,IAN I / C sA1 ,/ i/ .------- / 'Itta ' eig _ — ®PREPLI ED VELL /1„....,---' ® I I 5$3-4. I 46' g`1E PREPOSED WELL® Qt1c c'tract RE ®EXlsrDYG CLAS C WELL FS• LOT 2 0, / / — — — — — — — ' •• • ham..I w td e9 I STEPHANIE ROAD / OF No NV ham mi w rd a9 . P,.• ......... I • ce : • 1\ •••• ♦ •PROPOSED W El.l. LO ATior1 c,-i1 10 E LM AS� EnI j" a 4 th .A L jtst. s IN �ti cvtLN2 cF w i 2.• . — . • • 50 0 50 100 150 200 250 300 : • L•�� SPURKLAND L = SCALE; 1' = 100 FT �1c No. 0 -11500 , ,. a NOTE: THIS IS NOT A SURVEYED PUT. WELL SEPTIC b k ,••. c , LOCATIONS TAKEN FROM ON-SITE WATER AND WASTE WATER ♦• ��•� " .3�1' •. DEPARTMENT DOCUMENTATION. ALL LOCATIONS SHOWN ARE 4,��,,"1 4 APPROXIMATE. SPURKLAND ENGINEERING S11974-2 FRIZEIJ,R, SA SEPTIC RESERVE AREA 203 V 15TH. AVENUE DATE: JULY I5, 2013 A9�Ll JS-97E RFPL AT QF LATS 76A ASA. PLAT NO. SHEET: 1/1 GRID; NV654 �> TBSCI00.DWG ,....7,:c.,-,:,,,,,,Ax Municipality of Anchorage ..-',�N°®itEigz t1 ODevelopment Services Department i,c,,,.• ,l, '`•S4 (i Building Safety Division C.,: -r !M 1/ On-Site Water and Wastewater Program -4700 Elmore Road P.O. Box 196650 Anchorage,AK 99507 . ,GGt7. . , .he��Y'!�,tf"F1; . . 0 www.ci.anchoraoe.ak.us I ri C, URKLANJ.'c�j (907)343-7904 15 0 4:0% Soils LogPercolation Test 'I k, ,e .JP. ! . <,' - lir E ,1CN Performed For: LAURA FRIZELLE Date Performed: 1/1010,N"--`2" Legal Description: LOT 83 A Township, Range,Section: 15N 1W 30 Slope Site Plan TEST HOLE #1 Depth (Feet) ,ILII' I GRkcAN,(.-") 1- .0, Lo4w1 2-/ 7 - 3-/1�/ . 4- .../ II 5-I tt. i (ratVZ` 1 6- .i1_, II 7-7h (mil (rM) 8-1 WAS GROUND WATER 9- ENCOUNTERED? YES s 10- IF YES,AT WHAT DEPTH? 12.5' o Depth to Water After P 11- / Monitoring? E 12-//fl 11 Date: 1/23/13 13- 5/2-0/i3 PPO Li' L3, ,S. 14- / - Reading Date Gross Time Net Time Depth to Water Net Drop 15- R.� .t�: 1/14/13 2:24 PM 0 MIN 13.000" 16- 11.500" 1/14/13 2:54 PM 30 MIN 13.000" 1.500" 17- 11.563" 1/14/13 3:24 PM 60 MIN 13.000" 1 .438" 18- 11.500" 1/14/13 3:54 PM 90 MIN 1 .500" 19- 20- PERCOLATION RATE 20 Iminutes/inch) PERC HOLE DIAMETER 6 TEST RUN BETWEEN 3.5 FT AND 4.0 FT COMMENTS PRE-SOAKED. PERFORMED BY: LARS SPU RKLAN D I 0./94; it4,4 CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIP LINES IN EFFECT ON THIS DATE. DATE: 1/22/13 Municipality ofMunicipali •• l Development Services Department ie?'.... 4\ i Building Safety Division CO•^��T.9. £ '7 '1/ i:;:.!-----.r........) On-Site Water and Wastewater Program '••t:7 li.v.,..i. 1 i 4700 Elmore Road 0 ' v P.O. Box 196650 Anchorage,AK 99507 �N . • / 1 URKLAND.i', // www ci.anchorage.ak us ! R� (907)343 7904 ,'C�• 15 0 •� ,../ I `�''• FFF 3 .3• Soils Log - Percolation Test 1‘` FF�oFF. ,�� G Performed For: LAURA FRIZELLE Date Performed: 1I ,t`O N----4- Legal Description: LOT 83 A Township,Range, Section: 15N 1 VV 30 Slope Site Plan TEST HOLE #2 Depth (F/i.]/' ORGAN t S , 2 / 3- / //4- 8-5-/ 6-// tiW, / (ALIl;\) / WAS GROUND WATER NO 9- / ENCOUNTERED? s IF YES,AT WHAT DEPTH? L 10 //?/ -- o - Depth to Water After 11 - Monitoring? DRY E 12-, Date: 1/23/13 13- / .5/? Jia Nz° r 11;.��' �3,(3•. `) 14- / Reading Date Gross Time Net Time Depth to Water Net Drop At � 1/14/13 1:23 PM 0 MIN 11.750" F' 16- ` '‘}' 8.375" 1/14/13 1:33 PM 10 MIN 11.875" 3.375" 17- 8.875" 1/14/13 1:43 PM 20 MIN 12.000" 3.000" 18- 9.000" 1/14/13 1:53 PM 30 MIN 11.500" 3.000" 19- 8.375" 1/14/13 2:03 PM 40 MIN 11.625" 3.125" 20- 8.625" 1/14/13 2:13 PM 50 MIN 11.750" 3.000" 8.750" 1/14/13 2:23 PM 60 MIN 3.000" PERCOLATION RATE 3,3 (minutes/inch) PERC HOLE DIAMETER 6 TEST RUN BETWEEN 3.0 FT AND 4.0 FT COMMENTS PRE-SOAKED. Q......_ PERFORMED BY: LARS SPURKLAND I6;),__ j r �1' /1/L/ CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDE/NES IN EFFECT ON THIS DATE. DATE: 1/22/13 Municipality of Anchorage (T.1!'i '% `)�1 Development Services Department y:-' ‘t' � d • Building Safety Division C.).' ':7 .?..f.. f, rl� • ,1 }r�� On-Site Water and Wastewater Program j 49 _11A114..t 4700 Elmore Road / . = P.O.Box 196650 Anchorage,AK 99507 / . . . .AO. www.ci.anchorage.akus i S SPUR ,•t % (907)343-7904 15 :\' r �. Soils Log - Percolation Test !1` ~ • i�'3 .0..;;� .••-•:;4- L..J _ Performed For: LAURA FRIZELLE Date Performed: 1/14Ot ''''' Legal Description: LOT 76 A Township,Range,Section: 15N 1W 30 Slope Site Plan TEST HOLE #3 Depth (Feet) 1- - 2- / 3- p / S) -(_ S``�"1t, / 4- �7rta�Z1 5- L L` . 6- p 1 J 7—/ 8— WAS GROUND WATER 9- 4 ENCOUNTERED? YES / S W 10-' IF YES,AT HAT DEPTH? 7' Depth to Water After P a.o.l�, P 11- Monitoring? 5 E 12— Date: 1/23/13 13- 14- Reading Date Gross Time Net Time Depth to Water Net Drop 15- 16- 17- 18- 19- 20— PERCOLATION RATE (minutesinch) PERC HOLE DIAMETER TEST RUN BETWEEN FT AND FT COMMENTS PERFORMED BY: LARS SPU RKLAN D I CiAi) 1ic;vt,,,r ,k/A. CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL DE1<1ES IN EFFECT ON THIS DATE. DATE: 1/22/13 L) Municipality of Anchorage ...-7.- �E ' Development Services Department ---,A �`, '`'•' `�! Building Safety Division j' c _ •z et1 yam, On-Site Water and Wastewater Program .i (� I�_ trji 4700 Elmore Road ��lif—' P.O. Box 196650 Anchorage,AK 99507 / ��, • f�rrww.ci.anchorage.ak.us J tr „ URKLAND. ;j(907)343-7904 f • n f '��;, 11 o0 / Soils Log - Percolation Test t1 '('D4•a31 >-``� — Performed For: LAURA FRIZELLE Date Performed: 111443.7--------- Legal 43.7--_--Legal Description: LOT 76 A Township,Range, Section: 15N 1W 30 Slope Site Plan TEST HOLE #4 Depth (Feet) !i=11,1 l:;,00A i,uy 1- 2-// 41 /3-� , 4- G / 5- L/ �RavE.1I1 6- / / &1k- 8- AI WAS GROUND WATER 9- / ENCOUNTERED? YES S 10-// W 1 0' IF YES,AT HAT DEPTH? Depth to Water After 0 7' P 11- Monitoring? E 12- i3 Vi " Date: 1/23/13 13- ` '.-f r3 1410 ( ' 3. B,LT,S, 14- Reading Date Gross Time Net Time Depth to Water Net Drop 15- 1/15/13 11:25 AI 0 MIN 14.000" 16- 13.313" 1/15/13 11:55 AI 30 MIN 14.000" 0.813" 17- 13.313" 1/15/13 12:25 PI 60 MIN 14.000" 0.813" 18- 13.313" 1/15/13 12:55 PI 90 MIN 0.813" 19- 20- PERCOLATION RATE 36,9 (mnutesInch) PERC HOLE DIAMETER 6 TEST RUN BETWEEN 3.0 FT AND 4.0 FT COMMENTS PRE-SOAKED. 0 L ...'- PERFORMED BY: LARS SPURKLAND I ( ) E044e/ � CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIP tELI'ES IN EFFECT ON THIS DATE. DATE: 1/22/13 eN" „iii- Spurridand Enolneerdrtii- ihipAi Environmental Consulting and Design „.1„„4../ 1 WATER AVAILABLITIV Municipality of Anchorage July 15, 2013 Development Services Department On Site Water and Wastewater Program 4700 South Bragaw Street Anchorage, Alaska 99519 Subject: Documentation Supporting the Availability of Water at T15n Rlw Sec 30 Lots 76A& Lot 83A; Re-platted Frizelle S/D Lot 1 & 2 Ladies and Gentlemen: Based upon a review of the available well logs from the surrounding properties, sufficient groundwater should be available at T15N R1 W Sec 30 Lots 76A & Lots 83A to allow re- platting. Well flow rates range from 0.5 gallons per minute (gpm) to 20 gpm. The re-plat is not increasing the number of developable properties, so there will be no net increase in water demand Included for your review are well logs for T15n Rlw Sec 30 Lot 72, Lot 78B, Lot 82A, Lot 84, Lot 95 . If you have any questions or concerns,please contact me at 279-3916. Sincerely, L.ISt Lars Spurkland, P.E. Civil Engineer 203 West 15`h Avenue Suite 203,Anchorage,AK 99501, Phone: (907) 279-3916 Fax: (907) 276-6013, SpurklandEng@gci.net