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HomeMy WebLinkAboutSIEFKER Lots A-2A, A-3A1 & A-3A2 Plat# 71-30 S-8999i (0141 jv%cllqw& ) PRELIMINARY PLAT APPLICATION OFFICE USE • Municipality of Anchorage DEPARTMENT OF COMMUNITY PLANNING RECD BY: P.O. Box 6650 VERIFY OWN: _ Anchorage, Alaska 99502-0650 A. Please fill in the information requested below. Print one letter or number per block. Do not write in the shaded blocks. 0. Case Number (IF KNOWN) 1. Vacation Code �G\ cbl� 2. New abbreviated legal description (T12N R2W SEC 2 LOT 45 OR SHORT SUB BLK 3 LOTS 34). Z 3. Existing abbreviated legal description (T12N R2W SEC 2 LOT 45 OR SHORT SUB BLK 3 LOT 34) full legal on back page. 4. Petitioner's Name (Last - First) 5. Petitioner's Representative Address �) s© C•1� ry �L L U City n n/ G'/4 --State A lC Phone No. z1.r. 6 ,Cq 6. Petition Area 7. Proposed 8. Existing Acreage Number Number Lots Lots z 3 ov Address '-].,q D W . rtl SO �1J City 0(1/'24 — State /91 �1: Phone No. �S Z Cl ) 9. Traffic 10. Grid Number 11. Zone Analysis Zone --oeM111 1113111 No no --oeM111 mo�mi,l 12. Fee $ 3S(3 r 13. Community Council HQ%;E h/1V / 0M Q /_/_�Y B. I hereby certify that (I am) (I have been authorized to act for) the owner of the property described above and that I desire to subdivide it in conformance with Chapter 21 of the Anchorage Municipal Code of Ordinances. I understand that payment of the basic subdivision fee is nonrefundable and is to cover the costs associated with processing this application, that it does not assure approval of the subdivision. I also understand that additional fees may be assessed if the Municipality's costs to process this application exceed the basic fee. I further understand that assigned hearing dates are tentative and may be have to postponed by Planning Staff, Platting Board, Planning Commission, ortheAssembly due to administrative reasons. Date: Signature 'Agents must provide written proof or authorization. 20-003 Front (4,85) ••fir_-. --; -� _-- --� �; --��� :-----�------- -; � L.. I, li N 329.0 r� I• � � .. S � � I J� I� � I I • � , 1 �'\ 355 4 1 � - _� y,.'� 04' \ - �J536 LQ� 3537' ^�I 3333 �'� � �•I \ BORING-�%� es 57 6� _3SjI -NUE BURIN& 0 ii 190 L t LOT r�3410 I II) i 1 PIT - SOILS , 87 12 MA r M11600 l'A71k45/.S�J" lAl l 1600 GANGE RD. MaMNgM ANCHORAGE, AK. 995/6 V , MM (907) 345-7008 a New - rZA /�P SOILS LOG O PERCOLATION TEST PERFORMED FOR: -T--Z /I�1S�F/"�'7�- DATE PERFORMED: LEGAL DESCRIPTION: 9EPT+i.—SLOPEE SITE PLAN (FEET) ��� �:T F IT—I I 1 u J J 2 3 r �� J NGa 1'I2�� Su�PTI 4 zi Ave L 5 ,...�� 6 t• 7 8 9 t 10 6." Y� 12 13 14 15 ,�♦�gyp*\ 16 „OF� A(q ,4CA Ar 7 ~ A% 1111. 18 1111.. 0... 1111.. A.. '. 19 THOM A. FISCHER 4f ; CE - 6793•• ..\ccu WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT DEPTH? S _N O- L O P E Reading Date Gross Time Net Time Depth to Water Net Drop 20 4 P14, •1,000•• �pQa p!U(jQtk�� ®a PERCOLATION RATE (minutes/inch) TEST RUN BETWEEN FT AND —a- FT COMMENTS iMON TOPt-2i Wt'iYV--Z F'c�,ZO rriS n T r R Y a- cam'. A-c.c'tr% R CrK rli - ;PPI I C t'�S N I SYi PERFORMED BY: �) (t7V1Hs�.yM DATE- 035 ® Lll/3Sz5 SLl" 111 ° 11600 CANGE RO. �y7�?y,� ANCHORAGE, AK. 985/6 ASO*, (907) 345-7008 SOILS LOG O PERCOLATION TEST 11 WAS GROUND WATER lv S ENCOUNTERED? L D P 12 E IF YES, AT WHAT DEPTH? 13- 14 15 OF A4 wit Ar go 17 to TH ...... ....... .....:.. 18:Sc 19•• THOM A. FISCHER CE - 6793 20 { P� a1 c90 •UNU COMMENTS Reading _77A A 2P DATE: PERFORMED: PERFORMED FOR: -SC -L LEGAL DESCRIPTION: WEbj- % `S1PIC-v y— DEPTH -I SLOPE , SITE PLAN 1 6 . - e5 2 3 n 4 b \l 5 Nntv�� ��S�T(B �► 7 8 9 i - 10 v ` 11 WAS GROUND WATER lv S ENCOUNTERED? L D P 12 E IF YES, AT WHAT DEPTH? 13- 14 15 OF A4 wit Ar go 17 to TH ...... ....... .....:.. 18:Sc 19•• THOM A. FISCHER CE - 6793 20 { P� a1 c90 •UNU COMMENTS Reading Date Gross Time Net Time Depth to Water Net Drop PERCOLATION RATE TEST RUN BETWEEN Q FT AND (minutes/inch) ` iJ b FT` —7n� dv- � PERFORMED BY: EIDOh -ISC ITLY DATE: _- b U ' TEST BORING REPORT LOG Boring No. Project: Sk2y 11A1z,B0' Location SK ��10.� oo� s rt= j -s Sheet 1A of S Client: WP'sov Coordinates: Project No. _ Contractor: 0,0rwtn ASSQ"a4e4Driller: Logged by; Date started: Z' L " 8 6 Date finished: o a I-- I z z ti a m z a MATERIAL AND STRATUM DESCRIPTION a CL. 8 o U � �_ a. :E00 a N Z� W o Q w g s' 8o Bvow. l denser 9ra.vf,11I SANG 710 G wf /� II _Sxnd� l GRAVfLj TYKct SI14/ Ino,'s4 s� (-3 Z.S 33 40 (—f L.J Z!o $0 (� "h sand /nGreAsln9 wrfti olep4k gra•d„� iro... Vw.� Coaase /'o �n e• Zo ( 5' Z.S 35 70 z ' 31 7S — �✓�wr � dan3 t � SANO�_ SOMI �rx ra(• .s P _K E Y 0 3 % p �.� R, O FIELD G — GRAB SAMPLE P —PENETROMETER .e s, Jhc' Consullfng Engineers ' — S SHELBY TUBE T — TORVANE IRA F m" SPT —1.4 ID. SPOON SAMPLE 1401b1 30 FALL SPT 1 2.5 — 2.5 ID. SPOON SAMPLE, 340lb, 301 FALL Q —GROUND WATER WHILE DRILLING TEST BORING REPORT LOG Boring No. Project: Sky NAR PA or Location: S4 ES a `s Sheet/_L__of 8_ Client: Sku NAa.bor �Jpme own.rS Coordinates: Sp-e- /ocr41v» hA�_. Project No. Contractor: Corwin ASSOGIRTGS Driller: Qrown Lagged by: P J0n65 Date started: Z - s $ Date finished: Z " L �i CL F o w F z o z J F• J j m a MATERIAL AND STRATUM DESCRIPTION � Q. a. J m O U w n V W Q G a a) Z O U) U N k3row,.�, o�ensa � S%IND, Sonic. zJ 9 35 Tm vc.! 1 Ira mac. 1v 174 �h�GrmlT 6n I ft/i5c5 o4 bo"1 k .Sr 1-9 Z" ST T� g° �raacc Anc� si 14' f_(o z• s' 56 6096 4S 5� �T C4rii�,nT .zr/��•%ly !/KvCtiSts Z.'5 S-0 so dry4k ss s✓oW�, d�.�x., �;i�y sANp Morsf S^A -i3 Z� s"B 6o ba 13 e to KEY CI 3 8 FIELD o xz� G -GRAB SAMPLE P -PENETROMETER X81 assocla}est anc '> Consult►ngEngineers S -SHELBY TUBE T - TORVANE ;.(90T) ;661 6131 SPT -1.4 ID. SPOON SAMPLE, 1401b, 30" FALL 2.5 — 2.5 ID. SPOON SAMPLE, 34011b,30 FALL Q —GROUND WATER WHILE DRILLING TEST BORING REPORT Boring No. /L/OG / Project: S IGS %jb413o✓ Location: �Skv 11,,4✓60✓ CST14rCS Sheet7A of _sem Client: -SCKaAwbar- igpmc-nwners Coordinates: ,p - to a to'n /1'Y-, Project No. Contractor: Co✓uw n c Assoc rc_ �s Driller: K• Qlzowo Logged by: Jones Date started: Z -' 88 Date finished: Z- 3- 88 o °W r J _Jo m a MATERIAL AND STRATUM DESCRIPTION U CL _Jcr) Z w 0 V) U ui rn h 7-t Brown, _5c"Idj (;RAV'EL' 4'v"' 5f(Tj /hOrsT '-2 2•S ZZ 70 _ - Gw 7-3 ZS 4( 70 - /5 7-4 z.s 3o G0 — 70 ao Q✓ow l MQD,Um , 9✓aveilY SxLvo , {vGtce sw 1-S zs 27 s! %V 7.(, L.•� 33 BrOWn �LL`II$Lr -J/t F//�) SOYv�� SIP Z� �o 30 SHNO ba{,o.nn? 'Fina' W�"h olcP��j 7-7 Z. S KEY 039 _FIELD t EnjoSJ�z' OU.:tU lJ G -GRAB SAMPLE P - PENETROMETER U & ;associa.ies' ' Consulting Englneers`<zY;" Y#' ' S -SHELBY TUBE T - TORVANE 11 SPT -1.4 ID. SPOON SAMPLE, (40 lb 30 FALL 2.5 - 2.5 1D. SPOON SAMPLE, 34O1b, 3011 FALL V —GROUND WATER WHILE DRILLING TEST 60RING REPORT LOG Boring No. 1 / Project: S ��y. NA✓b 6Y Location: SK yArbo✓ 6S-f'A Sheetl_a_ of �— Client: .51654 NA,-bop, AIOM&aWncvs Coordinates: see, lor_„ *uy' M0,F Project No. Contractor: Corwin Lsoc i.Js Driller: I<, 13rov)n Logged by: IF J ones Date started: Z'3— 8 $ Date finished: o n. >- i� o 0� z z Z _J. , a o > 0 F a MATERIAL AND STRATUM DESCRIPTION U � C13 u S a w g a 2 N Cn Z X 7-6 Z,S 31, G o 3S Brow r\ cle l.s c.1 S/�rtJ D , S o m e. �rw✓cis �Yace si/� SP 7-9L,S 510 14Crt4e;n9 Wj4 cl[p�A 7-10 Z > %Z 70 QS // "C5010,41 lenscs / J� S!/! p7 7-Il Z., 39 7o sa ' 60� KEY 040 _FIELD G -GRAB SAMPLE P - PENETROMETER S� & dssoclales,tlnc ' Ft' Consulting Engineers S -SHELBY TUBE T - TORVANE 1vor�°i a°w�'surs`i� SPT -1.4 ID. SPOON SAMPLE, 14O1b, 30" FALL 2.5 -- 2.5 ID. SPOON SAMPLE, 34O Ib, 30" FALL S7 —GROUND WATER WHILE DRILLING 329.0 �• � � � I Po Pl \\ ^1 I � - � ' i� • i 33.5 / � n355 4 1 C'4 3536 ❑ - -- I LOT "- - - 353 i - �! .53317 BORIN '7-+Z 576 i \ I J I 355_ (i' I \ \ - \41I /85 90 " E . z r 1-... . Loi SAk\ 3410 I�" �Sr � I i � r• j' FF SOILS 1I5, 58712 MA q19 8 l \� WHdWWAIRK,aN'GCI 11600 CANGE R0. ANCHORAGE, AK. 99316 (907) .34.5-700a /tg) SOILS LOG ❑ PERCOLATION TEST PERFORMED FOR: I V11.1 �j��1SLI-Y"Z_ DATE PERFORMED: LEGAL DESCRIPTION: qE,P. SLOPE SITE PLAN (FEET) �Cr 1 . r J 2 3 ' J , 4 `✓ c,, 13 14 NoN Fizr- Sksaapr) BRAVE L 85 � /gam 15 Date Gross Time 16 Depth to Water �,�EpoF•A4 17 Ar �' �•• .;9s��i * 49TH •.:I .. • 9* 18- 110 0... ..... .... . ..... .((��-- ........:., V1, 19 �• THOM A. FISCHER ••.• CE - 6793 c� i 20 ��. /�0 �•.4�'Si1... WAS GROUND WATER O— ENCOUNTERED? O P IF YES, AT WHAT E ' DEPTH? Reading Date Gross Time Net Time Depth to Water Net Drop PERCOLATION RATE (minutes/inch) TEST RUN BETWEEN FT AND FT COMMENTS VIA N,j T -/OP l-.'l\/D�(�, INt�1 /YTS, ,1_ I�t'�\���-�1J4 I R"1.�� `-i W4�h�%'� �I ) . � f•��\. �5H I ) A r, 3C I'-� PERFORMED BY: DATE: b/ I 03 ,S ��;}'p�� L� UJo 1 1600 CANGE RD. ftSZPAW& L��--, = Tw ANCHORA(907) 34.5–C16 700a SOILS LOG ❑ PERCOLATION TEST PERFORMED FOR: I7� DATE PERFORMED: LEGAL DESCRIPTION:W �� /z. � 1�}�T— V't — � �) �-���x- v�A PS� ' v� -- — -- DEPTHTt--Tr _ SLOPE SITE PLAN (FFEL)t � t-- r L—Z II1 .1 1 d 2 3 " 4 5 s 7 �. 8 0 9 3 v 10 11 d 12 13 14 15 1s 71819 17- 18- 191 20 COMMENTS . NGN �aT(' ��IS�TI E� 8� Y /BKS 40,01 It 1111 �E.0F• A. C9 •`r TH .......d ........ • THOM A. FISCHER i0a9. CE -6793 ;;1 ?47 ...... • \ �py�o•' 4 tk*aw*® PERFORMED BY: WAS GROUND WATER tV� S ENCOUNTERED? L O P IF YES, AT WHAT E DEPTH? Reading Date Gross Time Net Time Depth to Water Net Drop PERCOLATION RATE TEST RUN BETWEEN FT AND I, (minutes/inch) F 15 ._7 p_— UtT-f�`� Fvyz- Ro�4D5 DATE: b 4 ��i TEST BORING REPORT LOG Boring No. //// Project: SeL 4zBo✓ Location:-5N urxl oo' es-r'Sheet of S Client P%�nov 1Jom� r7,.�n�rs Coordinates; -SILL�-� MAp Project No. Contractor: y�:jssouaJc4 Driller: K By2,ovitj, Logged by: Date started: Z - L - 8 S Date finished: o r -0-0 w z o z J J } w w o — w is z J MATERIAL AND STRATUM DESCRIPTION a U 0.. 2 CL 2 U) J m O U m v 4 w Q. H (0 � z X N H s' ,.Z z,s sG 8o a.�WN, de�sa, 9r4AIVIII SAND 45 Gw / GaAVGL, 4Y, cL,. SIN', moist- S vJ 1-3 Z..5 1-f Z.5 Z(D 86 % sand /nGreA.61n9 wr{� depth gravd,,,y 4-O . Vc, y Conase fo Z° /-5 7, S' 35 7o Z� /-(D Z 31 75 — 30 13rswn1 Anse SfiNol 5,)Mr- �rWvd� SP i O 60i-racL LN K E Y �fF'IELD �� �' -GRAB SAMPLE P -PENETROMETER o �0aG & a'ssoclatesInc Consult(ng Engineers _ S -SHELBY TUBE T TORVANE incno eat uow r... (907) 561-6151 SPT -1.4 ID. SPOON SAMPLE, 1401b, 30 FALL 2.5 - 2.5 ID. SPOON SAMPLE, 3401b, 30" FALL SI -GROUND WATER WHILE DRILLING TEST BORING REPORT LOG Boring No. / Project : SKN NA 6 oi- Location �rA✓%°/ CSTA J" Sheet/-L— of 8 Client: SkU flEIZbor �IDrr,GOwners Coordinates: -Sec- (oc�Ii, h-a, _ Project No. Contractor: Corwrn �. A-1JQG1,-4" Driller K 13,-own Logged by: P JOneS Date started: Z ' 7e ' 8 $ Date finished: z o ° 0 I- t a a > LLJ m „ F z MATERIAL AND STRATUM DESCRIPTION ¢ U 0 m X r: N w aJ a a n: W (fa7 Z Q N V ,- dense-SAND Sornp' 9G 510 3S Clrv,vt l I 4eo-t.e a /74 .S o4 Lo4n •S� 1-9 z'' S$ 40 4° r-,o S z•� S6 60 4S Sc,nc� 6cCo,,,es -f'Incv anc) '1 Sr �� 4on�an�' s!,'f,-r y situ-lases 1-Ir z,s S(o so SS frown, Qe�SL� Ji�ty SAND mD1s(- t_,Z zs 3S 70 SM -13 Z. s 8 Go b° 13o N KEY �= C:3 8 FIELD G - GRAB SAMPLE P -PENETROMETER 8i Associq}eslnc 'rsConSult(ng Engineers _ _ S SHELBY TUBE T TORVANE WNSPT -1.4 ID. SPOON SAMPLE, 1401b, 30" FALL :.;(9071;661-6M51 2.5 - 2.5 ID. SPOON SAMPLE, 3401b, 30" FALL SZ —GROUND WATER WHILE DRILLING TEST BORING REPORT LOG Boring No. Project : S IGS %iK�4� Location �S �v I�A✓dvr G=5%Armes Sheet L of Clients -Skw 1-pybor pQm6oWneYS Coordinates: See- wcai-%EY,�Yr�,. Project No. A Contractor: 00✓u)1n o Assoc,,a�_s Driller: k• SIzowO Logged by: Jonez Date started:— 88 Date finished: O a } F u. o w Z O F z a h _J. > m a MATERIAL AND STRATUM DESCRIPTION U ai X_ co m � ::E Fz w to 2 W z ((A o cn U F- %'( rno�sr 2Z 70 /0 7'3 7- 0 /5 7-4 Z's 30 &o Zo ^)COtuml grctve!(Y SX1n,o,�✓cGe 21(3row�[, s/ /T .5w 7'(p Z.• 33 BrOWn �fhjPrt SlY�1%� 501nC elra ✓aL , ¢,-ace P 7-8 8 ' 0 30 / / // Sfi.vO 6-C.om 1'r) tint! W� rN we_10 '4 6 -CO 7-7 2.S _KEY FIELD G -GRAB SAMPLE P - PENETROMETER 81 :associates, inc,,,t, y ;,, "`Consulting EngineersF r`n< < _ S SHELBY TUBE T - TORVANE ��:(907) 461'6151 SPT -1.4 ID. SPOON SAMPLE, 1401bt 30" FALL 2.5 - 2.5 ID. SPOON SAMPLE, 340Ib, 30` FALL S1 -GROUND WATER WHILE DRILLING TEST BORING REPORT LOG Boring No. _ r / S 1�Y HA bar Location: _SIKV 11A40-k' ems_ Sheet- of 8_ Project Client Soto UA✓bM AMelawacvs Coordinates: See f occ,Tiu„ maProject No. ( Contractor: Coewt� AsSor tc..���_ Driller 1< 13rDWr) Logged by; J one-s Date started: �' 3- 8 $ Date finished: Z-�- �8 Ci r 0 z z a z Ld _JJ. t- a o 0 o x Wt MATERIAL AND STRATUM DESCRIPTION U (n n m 0 C3 ;S t- a a �d g w z it of m 0 v F- 7-B Z,, 3(, Go 3a' 13Yowrn� devise- .S19n101 50mle- SP 7-`i zS 3z go ¢0 Ii Gn 7 reAz(q tv 7-10 / 7-11Z6 39 7o -5.0 KEY - 040 FIELD G -GRAB SAMPLE P -PENETROMETER & assoclalesjlncY 'En. - S -SHELBY TUBE T TORVANE <;Consiiltin meers , > :' " '( 07661-6t SPT -1.4 ID. SPOON SAMPLE, 1401b, 30" FALL 2.5 - 2.5 ID. SPOON SAMPLE, 340 lb, 30" FALL s S/ —GROUND WATER WHILE DRILLING � _ ���� ����9 3 S� ���� S I -y, May 15, 1991 Lantech 440 W. Benson Blvd. Anchorage, AK 99503 Attention: Tom Dreyer RECEIVED MAY 16 1991 Municipality of Anchorage Dept. Health & Hurnan Services Cl �1 `) y4 Subject: Lots A -2A, A -3A1 & A -3A2 Siefker Subdivision, Addition No. 2 Gentlemen: On May 8, 1991, test pits were dug on lots platted as Lots A -2A, A - 3A1 & A -3A2 of Siefker Subdivision, Addition No. 2. The purpose of the exploration was to determine if underlying soils were suitable to support onsite waste disposal systems. All three holes revealed basically the same soils. Clean, well graded gravel was found on the surface and descended to levels approaching 12'. A silt lense was located 7-1/2' below the surface on Lot A -3A2. No water was encountered during the excavation. Monitor tubes were inserted in each of the holes and checked over a 7 day period. No water accumulated in the tubes over this period. These lots lie adjacent to an abandoned gravel pit and an active runway. The slope of the lots is virtually flat and groundwater is not evident anywhere in the area. The soils appear to be excellent for construction of onsite septic systems. We attempted to presoak the test holes prior to percolation testing, but the water rapidly dispersed into the adjacent soil formation. The percolation rate for each hole was determined to be 5 minutes per inch for each hole. Municipal Ordinance requires a 10,000 square foot reserve area for septic systems based on the 5 minute per inch percolation rate. The attached site plan indicates areas on each lot where the reserve area may be located. In summation, it appears all three lots will easily accomodate onsite septic systems. Please_ advise if you need further information. Sincerely, Oho• +r..,, •% ate. °pi 49 _ too 0:'000"a�,GOY00 sa °oo"eo e V Michael E. Anderson, P.E.io 10................. Michael E. Anderson W g� .o A381 - E .4+ Q1 ��� ee••O •..o o.."°e°"•rp���.av SOILS LOG MUNICIPALITY OF ANCHORAGE PERCOLATION e ,,f DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION TEST 825 L. Street, Anchorage, Alaska 99501 264-4720 s SOILS LOG — PERCOLATION TEST G-181 PERFORMED FOR: L,- t'j—FL- & DATE PERFORMED: q / LEGAL DESCRIPTION: ✓� 3�Z J /G���,�i2 S U#3bIi /� Q• SLOPE SITE PLAN T DEPTH 1 bF4cS n o• 2 6- �6 • 3 b b' 4 ° 6 P� b, Pb 6 baa p Dr°d 6 ��a. BD C1ov b 7 b Q. S b vb, 13 14 15 16 17 18 19 OF V ^ f.7'09.. sa oo aaco a.�nore'uC71@. v' 1 rS aaen nacCmtn as v., less-.�/V..,e�o�a`a��eo eto�� ' •`t� ��'�^� /eilCi?a2I �. Jin:i�r=� a+ `G Cn asP:)•r: ."vin � ba e 7� �C� rx>evonmr'��•,V ��, SIM- 5P WAS ENCOUNOTERDED??ATER NO O la I 1 P E IF YES, AT WHAT DEPTH? A � 3 Reading Date Gross Time Net Time Depth to Water Net Drop A -Tr 1P -)'L 7 �i<— SoA �� L' . (PI pr� ON ISPE -C-1) 2/+ tarp L /nl rD 71-10- fi r2.M r - Z 10 t'30 10:yS 30 zl"u n /0:� NO Z" a i/ :00 Zr/n 2- �, 20 I I PERCOLATION RATE 5— (minutes/inch) TEST RUN BETWEEN --62— FT AND ..SQ. 1 - FT l,�/�TCOMMENTS rc/L cv�v�. &I(()JIT0&CO F7 /d DAIS W) '&J0G101Dcrice nF n10 -rz-�b.. — /-� . _ I ,I PERFORMED BY: /-.-r-- NSM CERTIFIED BY: �}�-rC( �� V''��DATE: 77_•008 (617 9) I I/ SOILS LOG MUNICIPALITY OF ANCHORAGE -= PERCOLATION Ii �) DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION TEST 825 L. Street, Anchorage, Alaska 99501 264-4720 SOILS LOG — PERCOLATION TEST LA-nl I L— C.?iDATE PERFORMED: PERFORMED FOR: LEGAL DESCRIPTION: LOT A – 3� 1 SIS" �� `S(jj5p /,I -DD. `+O- SLOPE SITE PLAN DEPTH gFEET) I 1 b bb 2 4-6b b d.n 5 0666 I 6 (itr%. eecc ,r p 7 4 3 b eeaaee°me ae��/ V9 D.D or_ mmem 9 a.0 Y) gvaemnpoe mpp,vmeem re fj4� �A uva evu •qe:'i: aee eo �ne ee d0abo iP%AhVchael E. Anderson t�'A 10 V vJ �Gie A381 -E (1 b °s °^ZYAiOUNDWATER ��/'� S — 11 bC db g1 /J�OIESSIU��F 000NTERED7 O _ 12 6705 Eb `�€s®ti'�®`�'vr e 13 14 15 16 17 18 19 20 COMMENTS ( f LkL I G� IF YES, AT WHAT DEPTH? Reading Date Gross Time Net Time Depth to Water Net Drop T'L`71'I r'aT -V y 6 /i �' !• u_ / J (') 'E"� a Qr.S it cJ a 1wo 1. /i Tv SURI (Jlrnl� rnlG F�rLMM70 YJ IL" s /Z4 0" rs' /4 " 3 1%1, n r, y' r� S . r5 75—it i 7 " 3 PERCOLATION RATE G� (minutes/inch) TEST RUN BETWEEN FT AND 1- FT PERFORMED BY:IA. �� CERTIFIED BY: 7 0.00 0 (0i/70) DATE: (6/ 91 I IS SOILS LOG MUNICIPALITY OF ANCHORAGE / L� PERCOLATION DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION TEST 825 L. Street, Anchorage, Alaska 99501 264-4720 SOILS LOG — PERCOLATION TEST PERFORMED FOR: L''I ��Vn DATE PERFORMED: 5J rf LEGAL DESCRIPTION: � /"1 '%� �� I K�i2 5L-ap zip -p-, fjQ 2 --- SLOPE SITE PLAN 1 DEPa H (FEET) ✓�' M �7 Net Time Depth to Water Net Drop rrL. "t'7"L-7l © v G�ti i0 2 7'v L I^I-TV Tlit� 0/ (} rll�'J $ 2 'OD PM /0/1 3 c b 3 3 -Z: 3U 4 r C e , c' o C1 l 1 7-114s- (ILT /9 " 3 " � by r, Z : 5b A 11 U VJ A-�r e« TO 5" 6 o v C 7 J is v 8 9 / ` OF A e `i1 10 ti 11 %evf"�q'. vr'kJ'r-7;v ee�°�, COUNTERDDD? ,fes L / o 1 1L4v� 000 Pa O P 17 �P'*';Pace a`P¢aaa _9$ / Y E `� -, % Rlichael E. Anderson 13 1 4381 - E •\' 14- 15 4 15 16 17 18 19 S, AT WHAT TH? Reading Date Gross Time Net Time Depth to Water Net Drop rrL. "t'7"L-7l /LL ! 04kc. 0 1� CJ L I^I-TV Tlit� 0/ (} rll�'J $ 2 'OD PM /0/1 3 3 -Z: 3U 30 r; tJh„ 2 xy„ 7-114s- (ILT /9 " 3 " 5 r, Z : 5b A 11 U VJ A-�r e« TO 5" 10 L PERCOLATION RATE 5� (minutes/inch) TEST RUN BETWEEN FT AND f5 P9' — FT COMMENTS M PERFORMED BY: A. 9AI ' CERTIFIED BY: t 72-008 (6/79) POODUC7205-0[ASPfII ,,0iol0q Me40411%0,4e,PNONE7011 FREE I IMM -M JOB ROCKFORD CORPORATION SHEET NO.— OF_ P O BOX 111706 CALCULATED BY .---- DATE ANCHORAGE, ALASKA 99511 (907) 344-4551 CHECKED BY DATE SCALE /O, Oop t::-r.Z 1114 J � U n --m l A- 3A fl �SryLJE _. SiTE LA r,1 POODUC7205-0[ASPfII ,,0iol0q Me40411%0,4e,PNONE7011 FREE I IMM -M MUNICIPALITY OF ANCHORAGE M E M O R A N D U M DATE: November 15, 1990 TO: Department of Economic Development and Planning Zoning and Platting THRU: John Smith, P.E., Program Manager, On-site Services Department of Health and Human Services _Jt,0coWM+ FROM: Susan Oswalt, On-site Services U Department of Health and Human Services SUBJECT: Request for Comments on Subdivisions The Environmental Services Division, On-site Services Section, of the Department of Health and Human Services has reviewed the following cases and has these comments: November 16, 1990 5-8998: Lots 1, 2 Zerkel Subdivision Engineer has provided adequate information. We do not object to this plat. 5-8999: Lots A -3A1, A -3A2 Siefker Subdivision #2 The following deficiencies were -found with the application: 1. Applicant must show all'-exist,ing sewers, surface waters and wells within 200 feet of -the proposed subdivision. 2. DHHS staff was unable to locate any of the test holes, thus we are unable to verify water monitoring. All test holes must have percolation tests and water monitoring, and must be permanently maintained. 3. The lots have been filled, but this is not indicated by the applicant. We will require an engineering report on the fill and soil test data which accurately depicts the fill. 4. These lots are currently being used for an air strip and tie -downs for aircraft. If these uses are to continue, areas available for on-site disposal would be substanitally reduced. Engineer must show the amount of area available for disposal. 5. Applicant must indicate which disposal area provision will be used (reserve area or bedroom designation) for this development We recommend this plat be returned to the applicant for resolution of the above. Otherwise, we recommend the plat be denied. Department of Economic Development and Planning Zoning and Platting November 15, 1990 Page Two November 19, 1990 5-9000: Bayshore West Subdivision #4A No objection. S-9001: Southport Subdivision Provide ADEC Certificate to Construct a public water system prior to preliminary approval. Prior to final approval, provide a copy of ADEC Certificate to Operate the water system. 5-8181(85-79): Pioneer Estates SA Time Extension No objection. 5-7975(85-73): Forest Ridge SA Time Extension No objection. 5-8018(85-24): King Street Industrial Park Subdivision Agreement No objection. 5-8960: Ordinance Amendment Titel 21 and 24 No objection. SO/ljm