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HomeMy WebLinkAboutVIEWPOINT S-10017 Plat 97-120 Ply � �� - � ac� MUNICIPALITY OF ANCHORAGE •`I f r Department of Health and Human Services fir"Z - P.O. Box 196650 Anchorage,Alaska 99519-6650 It����_ Date: February 14, 1997 To: Zoning & Platting, CPD From: ' a Cross, P.E., Program Manager Subject: Request for Comments on Subdivisions - February 14, 1997 The Environmental Services Division, On-Site Services Program, has reviewed the following cases and has these comments. S-6926: Bancroft Subdivision#1 No objections. S-9988: Scott Subdivision - Revised No objections. S-10014: Ascot Village Subdivision #2 No objections. S-10015: Norton Park Subdivision No objections provided all development is served by public water and sewer. S-10016: ASLS 91-106 Existing well and outhouse must have approval from Alaska Department of Environmental Conservation. S-10017: Viewpoint Subdivision No objections provided all development is served by public water and sewer. S-10018: Grand Terre Subdivision No objections provided all development is served by public water and sewer. S-10019: Southport Subdivision No objections provided all development is served by public water and sewer. AO 90-48 (5-1) . Page 33 Tab 1 4--- Percolation Rate Total Reserved Area !: ' . ' . t -L. - e eet 1-5 10,00' 12 : •0 - 12-24 4 , 000 24-60 16,000 or; 2 . the lot must - ain suff ' =nt area to provide fo . structure- a well or othe -ter source, an. suffic' t area for an original on- ' e wastewate• d - --sal systems and two replacement - -surfac= - isposal fields designed in accordance wi.+ th. standards and -rocedures of Sections 040 050 a 060 of 2 is Chap er. e - WA mus desianat= . - maximum number of bedrooms allowed on each slot., The area to b- ed for wastewater dis-osa stem an- re acement subsur ace disposa 1.e -s must -e , esignated on the play for each lot as being unavailable for• use far-driveways, parking areas, or structures. C A holding tank shall not be considered as either the original or replacement site(s) for on-site wastewater isposal. C. This section does not apply to subdivisions received , preliminary plat approval before May , 1986 . i D. Proposed subdivisions conta ' g nonconforming on-sitei • wastewater disposal s which are permitted under section 035 of Chapter may be approved without. conforming to is section if the lot sizes either increase ema-in the same. _Density of housing may not\ be i eased and the number of bedrooms may not be ' i eased by this action. . , That this ordinance is effective upon passage and . -proval. -------------- _ --- --- / LEGAL TRACT 2—C, VIEWPOINT SUBDIVISION S Ioo ' 7 ,(ti OF At, P�,,,........w• s, ` � DRAWN J.L.M. CKD. R.C.C. DATE $-5-97 SHT. 1 OF 1 [. ` •. , � / ' f9 lillk '' c:'"s & s DESIGN CRITERIA: LOT 4 (w- ' ,,, • �� ,,, �� 5 BDRM = 750 GPD �,�� G1 EY1G[nLCR111G USE APPLICATION RATE OF `' °" 'i'. \ 0' ••--:-• '4'�-; EAGLE STIP AuksKA1 .0 GPD/SQ.FT. (SAND FILTER) G��� LOT 4 ��c� ROBERT ::,....C.: 88�C. �COWANI1 750/1 .0 = 750 SQ.FT. REQ'D. ; ,rf't . '), I TRENCH CRITERIA: 4° jI��s� N-� .��'~e. � 3' DEEP LOT 5 +2' SAND FILTER —__ Zpocics1 CONTRACTOR IS REQUIRED TO 0.5' EFFECTIVE OBTAIN UTIUTY LOCATES TRACT 2—DOT 6 PRIOR TO ANY EXCAVATION 150'5' IDONG 40E -7 L�, '9'7 WORK. 4 © 37.5' LONG EACH C� \� \' .. Z TRACT 2—B �\\T"+�\\\•\\�\J� 0 , lar TILL RADIOS O \\.. \ .- �J PROP. RILL T^y I%l N i W In \ , G .�'/ ri m ..------------------ TRACT 2—A CoOE''l'`'' / PROPOSED TRENC -ES - / - -�,— TRACT 2—C "-- _ j-'.---:::0...A__— � " J ALT. SITE — �� ' " x 11\ ,— SECONDA'Y ALT. SITE '°° ' ,f �o ...\ It. ** --*.--.-------.''''''....':1C.--:0:-..' in MT 0 MI C� _ '_, " cD r� \ ''/ ' ' — — \ \\ \\.\\\\\�i{\\`\`\ 3\ II�"IIIII''�/ '� / —�' " \.� i.� �� JiJ i��liIIS INSTALL oeL _.. 1), 1 / I �_"" \.. J J .,,p ' 11....7,2..i.44. 'i l 1`�* K - AOD Flu. LJ JTO WYNTNN 25% PROPOSED CLIENT oENINEER MI Zef TIE Wr�1 SEPTIC TANK ?P1500 GAL. ERS TH THE I I 4J \,{ NECESSARY.TO MEET SITE �l .' ri7SURFACE WATER C••••• A S-��G SHOWN uONSTHISSSITENPLAN ARE, AS ENCROACHMENTS SHOWN ON AN AS-BUILT SURVEY DRAWN BY: �� GOES UNDERGROUN. MAK CREEK LOUNSBURY & ASSOCIATES INC. ALL PORTIONS OF SYSTEM 3.5' OF `,�^n N IT IS THE RESPONSIBILITY OF THE CONTRACTOR COVEWITHR QUITRE INSULATION. CMG PC DISTANCES,TO VERIFY EANDMPROPERTY ENTS. OLINES PRIOUIRED R TO N CONSTRUCTION. Sao-' G Municipality of Anchorage -* .'\1'. DEPARTMENT OF HEALTH & HUMAN SERVICES '. ,. i, 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG — PERCOLATION TEST / ---� 3 ROBERT C. COWAN il r • PERFORMED FOR: L0.1N S g`/' Y G- 4 S S u C DATE PERFORMED: ...// -a'� •.;..r., Z., S / - l" LEGAL DESCRIPTION: 7A4a. /3 vi 4 Township, Range, Section: DEPTH 7 E S - go C-f -# Z SLOPE SITE PLAN (FET. 1 - til �( n /ZC.gN� c S 2 -tea N 1J / G B . 4 ti' S 4,...4 4 S ie__,,— _ , 5 ! T - 6 C - O 8 °'`'-'0 ' 8 . 0- N . 9 - 10 - WAS GROUND WATER Y S ENCOUNTERED? S 11 , L IF YES,AT WHAT 7 O 12 - DEPTH? p DAY 7 jIi/ciTE Depth to Water After / 13 - Monitoring? 6 Dile: S' a 74 7 14 — Reading Date Gross Net Depth to Net Time Time Water Drop 15 - 16 - C C ` � lj �r . MrN .1 /) 17 - t, ° V-k 5 18 - cy, tL S 19 - 20 - L / PERCOLATION RATE (minutesrinch) PERC HOLE DIAMETER TEST RUN BETWEEN FT AND FT COMMENTS (-1 5L )• r 14,,,d CLT R S&S ENGINEERING / _ PERFORMED BY:1 .0 Eagle River Loop Road No. 204 I . c CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE Ie$IL1t iA�afidtfl)I Ifl1 1PAL GUIDELINES IN EFFECT ON THIS DATE. DATE: /� /4 7 72-008 I Rev.4/85) • Municipality of Anchorage ...ssirvi -ti DEPARTMENT OF HEALTH & HUMAN SERVICES 1:7 9t'+ 825 "L" Street, Anchorage, Alaska 99502-0650 �" "� ...e••• ....oz �� SOILS LOG — PERCOLATION TEST : ' • a ` ROBERT C. COWAN , r'" •• `'; A PERFORMED FOR: l'9 v ../$ 46.71-y NQ 4 SS C G ' Art S DATE PERFORMED:' /.1'I / c4;.7._., PR.poct D re?4c-r a '`~ LEGAL DESCRIPTION: V i E w Pal '"r SI 0 Township, Range, Section: DEPTH 'T IZ 5 T Nc L t 'a SLOPE SITE PLAN (FEET) N 2 - 6 'Q a • 3 - 0 - Roc.c3 ' 3'p..,a S � f 4 - ' 1 4 S 14r A r 7 4c/f 4J C D Se XE 5 -•_ P . 6 % . ML 8 / a_ o. N. _ 9 - 10 - WAS GROUND WATER Yti. 5 ENCOUNTERED? S 11 - 1 L IF YES,AT WHAT / O 12 - DEPTH? t? P E Depth to Water Alter I ' / 13 — Moniloring7 5 r� Uate: 7 6'Y r Q 7 14 - Reading Date Gross Net Depth to Net Time Time Water Drop 15 - 16 - f ,;'C', y 1 f ' S �4 5 F 17 - �..r0 � Olv : /./j / ' rl 18 - V I fj 19 - 20 - _ PERCOLATION RATE / (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN FT AND FT COMMENTS PERFORMED BY: S&S ENGINEERING 114'1*'✓12'4, _ CERTIFY THAT THIS TEST WAS PERFORMED IN 17034 Eagle River L Roarytettaft!!!/// ACCORDANCE WITIE je1i4 �' ksl[i 5� IN EFFECT ON THIS DATE. DATE: 7 /i Y q 7 72-008(Rev.4/85) C.,‘• f Municipality of Anchorage }',' Ai:so tik�`i i DEPARTMENT OF HEALTH & HUMAN SERVICES f 41.0e, ill 1...., •qt 'JA 825 "L" Street, Anchorage, Alaska 99502-0650 � r+SOILS LOG - PERCOLATION TEST „ ROBERT C. COWAN t 4t' - CE-8801 / of PERFORMED FOR: LO V N S /C*J 4-'-+44 S C ,A T 5 DATE PERFORMED: 7' 'AL i0. •'c . 4 P4#Po sego 7R4cr 8 •,:.40 - •T,1'..."' LEGAL DESCRIPTION: V/4 wfb0 ,w0: s 1 ,0 Township, Range, Section: DEPTH r,G.S HO L. tr. / SLOPE SITE PLAN (FEET) i 1 -. i 4fr, 04 akti1 c 5 I► 2 - ;'Q ! N _a _ t 80./1-444- / l.aC-KJ 3 - 6'c G.L4/6441 , S S . , - Q 54,4 4- 5 1A—; 4 — 4 - c A- T14C ,4') •Q Ci T - 5 :0,0 pL,a, ./ 6 - • - 8 - t J (i-IL A(j 41. 4 5"4,.0 Via,?, Cr 1�/ l S L+J• - 9 - p-, •,0 �.e. IV• ,•� WAS GROUND WATER 10 -. , 1 ENCOUNTERED? tom;',P Sl 11 — W ' 1 la IF YES,AT HAT L vi...q4 .s DEPTH? _ _ P 12 - X3. 0. H . E Depth to Water Atter 13 — i 0 Monitoring? Date:7/a 447 7 14 - Reading Date Gross Net Depth to Net Time Time Water Drop 15 - C_- 'IL 16 - I f rift' A,I rt. V U 17 — tiA'1 0 CLC 18 - � � ! . 19 _-------- . 20 - / PERCOLATION RATE (mmutes/Sncti) PERC HOLE DIAMETER TEST RUN BETWEEN FT AND FT COMMENTS U Si- SIgNn FIL-761. 2 Ori 0A%.b1.v SA4r1 S fAGra•t y • S 1 rEv& ANAf.Y S, J O 6 `r cet4"4_ 4 5;9�4- PERFORMED BY: S&S ENGINEERING I 7Z— - r CERTIFY THAT THIS TEST WA5 PERFORMED IN T7034 Eagle River LoopRoad No.204 ACCORDANCE WITIEIIg{e.Vitr*fMIAWljlirogyy_GUIDELINES IN EFFECT ON THIS DATE. DATE: 7 /3vI47 72-008(Rev.4/85) ti e*....,, Municipality of Anchorage * f ti . t DEPARTMENT OF HEALTH & HUMAN SERVICES • w ....M/• M r A ' I611M �M w •,r, 825 "L' Street, Anchorage. Alaska 99502-0650 SOILS LOG — PERCOLATION TEST -0 1 ROBERT C. COWAN itt 5 Os`^ix. CE -8001 s 4,-o PERFORMED FOR: L 0 v,v ., ,,,,,,,4- 7/ P S v C f. . // 2/. 154) S DATE PERFORMED 4;p Pd ��° Nilgw P4lvr sip -00 --.0.- P14-4) :•LEGAL DESCRIPTION: TAA c-r 13 Township, Range, Section: DEPTH I E S fidC- f -# Z SLOPE SITE PLAN 1 — til 1 d /ZC,g�vJ C S I I I N 2 —'C; i \ _ 4 3 S k t;4-i.: / 6 /47 8u v1. OS/2 t (&cx) 4 6% S/3ti4 4 SiLJ 5J : D 6 O 7 - — 8 s`°-4 ' a . 0 H 9 — 10 — WAS GROUND WATER y f ENCOUNTERED? 11 — S IF YES, AT WHAT / L 7 O 12 — DEPTH? p E J=Y 7iiitc17 13 — Depth to Water Atter b S 17/9 7 Monitoring? Date: • 14 — Reading Date Gross Net Depth to Net Time Time Water Drop 15 — ' ) Mi J" N ls — �, � ,� c 1Iin►i 1 , 5 '1/4.-i k1/4—18 — � 19 • — 20 — PERCOLATION RATE L / (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN FT AND FT COMMENTS %.1 " " r S/0",0 1:- i L. r it dZ S& S ENGINEERING `y� � PERFORMED BY 17034 Eagle River Loop Road No. 204 I `_ CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE lTA lONRtit >�a�rke 99.4477IPAL GUIDELINES IN EFFECT ON THIS DATE DATE. .S.-11 /yl 7 72-008 I Rev.4i 851 Municipality of Anchorage A' DEPARTMENT OF HEALTH & HUMAN SERVICES , *: f't4 825 "L" Street, Anchorage, Alaska 99502-0650 "' "%��' '•' SOILS LOG — PERCOLATION TEST j' y' .a '% ROBERT C. COWAN /� �" •• . ! co ' $ 1;6 'Z g..,o 4 Ss � 1r� 74 i �I.r y' / 1./ 7 '` PERFORMED FOR: c � y DATE PERFORMED:' •/. Y / ��'� P R.,'10 C t J 7"'2 4 c.-I a Q •:1.... 4:' LEGAL DESCRIPTION: V I ‘w '''"UI•' 7— S/ 0 Township, Range, Section: DEPTH - 1t S 7 N c L t d 3 SLOPE SITE PLAN (FEET) i 1 ... 7�'. aRGi1N,c S lith.- k. N 0 ( 3 0 4 . c Ro cas , S,f S k: -el 4 _ :,:1 Si SI ` fi /9 t74c/ IJ 5 p' Ey ,1 4- 4 ,A. 6 M L SILT 8 / 9 - 10 _ WAS GROUND WATER ENCOUNTERED' 'Y S I 11 — / L' IF YES, AT WHAT / O 12 — DEPTH? k� p E Depth to Water Alter 2 S ' / 1- 13 - Monitoring? e Date: 7 4 y Q 7 14 — Reading Date Gross Net Depth to Net Time Time Water Drop 15 - 16 - f *.i' C— to 7 1 7 (l 'J - v 17 - r Cut t 1 S - 1..:. ri r 4 t,.�' 19 - . 20 - < i ` PERCOLATION RATE (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN FT AND -3 FT COMMENTS PERFORMED BY. S& 5 ENGINEERING I -)W/24';-(144-- CERTIFY THAT THIS TEST WAS PERFORMED IN 17034 Eagle River Loop Road N ACCORDANCE WIT T4i,�rAiStUr4tlr-PAI IN EFFECT ON THIS DATE DATE 7 /'. Y 7 72-008(Rev.4.85) 8 yY577 l • Municipality of Anchorage• C9 I'. lk I-� DEPARTMENT OF HEALTH & HUMAN SERVICES7! i)�' 825"L" Street, Anchorage, Alaska 99502-0650 (714.1 « —'-� SOILS LOG — PERCOLATION TEST fi' •� `� A ROBERT C. COWAN 6 CE-8801 .`� PERFORMED FOR: 1-0 U w S !3 4 1.y /4'-,4 4 SS 0 c 'A 7 S DATE PERFORMED: �':.! /A ,.•'�. LEGAL DESCRIPTION: V/4 wild ,�i S f O Township, Range, Section: DEPTH 7 L S-T HO L e_ 1 SLOPE SITE PLAN (FEET) t 1 - z Sfih 0 4 G.'t`,..t c S /..- N 2 - ,#0.4 . Gw 804...444. 5 / 2ucK f — 4 -j 1/4a.' Ar74c6'4/) 4. 5 - 4,..C? • pc_A/V O .Q' 6 7 - 9 - 7. _ eJ. 10 WAS GROUND WATER N 0 ' A. ENCOUNTERED? t-1,. ,P S 11 - L . so .r.•. IF YES,AT WHAT O •,. .,.• .., DEPTH? P 12 - (3_ 0. Ff . E Depth to Water After 'O / / 13 - Monitoring? Dale: 7 4 a 14 - Reading Date Gross Net Depth to Net Time Time Water Drop 15 - C_ ,,L y 16 - (' 6-/4" 6.,e.A n, kc) ©fi- 17 - �Mc y �,o 18 - i °o 19 - _ 20 - — PERCOLATION RATE < i (minutesiinch) PERC HOLE DIAMETER TEST RUN BETWEEN FT AND FT COMMENTS ' fit- ? ' 5/9",6Ftt-76.. 2 2 0, 0 %Sr.s ' rarl51Acro4y S i Ls./4..- 4-N A'.Y Si 5 0 A CD `0- G.4,4,44_ . s'9,0_ PERFORMED BY: S&S ENGINEERING I .-- /2f1-4,-- CERTIFY THAT THIS TEST WAS PERFORMED IN 17034 Eagle River Loop Road No. 204 ACCORDANCE WITFE4Il��1tiWPAlliiithit9ctrAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 2 /3Y / ? 7 72-008(Rev.4/85) .rM LEGAL TRACT 2-B, VIEWPOINT SUBDIVISION S - r oor7 .-‘ OF At �J DRAWN CKD. DATE SHT. ,h •w~.~'ti S IP"•` J.L.M. R.C.C. 8-5-97 1 OF 1 * i` \nl °�S & S N DESIGN CRITERIA: .r f� \* ?EngineegrnG LOT 1 \ 5 BDRM = 750 GPD . . .....�.•0�... C- ` , \ USE APPLICATION RATE OF ROBERT COWAN 'u^�" \ 1 .0 GPD/SQ.FT. (SAND FILTER) '"c�, CE-8801 `,.4s., LOT 2 /" \ 750/1 .0 - 750 SQ.FT. REQ D. v>\ ,��� �, �' \ TRENCH CRITERIA: �tia,, -�.�~ /� \ 4' DEEP /��' +2' SAND FILTER / LOT 3 /��4 LOT 1 \, 0.5' EFFECTIVE CONTRACTOR IS REQUIRED TO Z,1011)-617 /�� �c�`� 5 OBTAIN UTILITY LOCATES WIDE PRIOR TO ANY EXCAVATION / ` 150' LONG WORK. /-CY 'N 3 ® 50' LONG EACH z l / 4 LOT 3 -� Loc-lc.2 o // LOT 4 jam" �, POTTER U i" Z,s i 1E7 ALLAY �- _ ' ROAi LOT 5 PROPOSED TRENCHES ;-' ` TRACT 2-B ;:.... - LOT 6 ALT. SITE- N,,, ,h 20� / -- - - `\ Z� SECONDARY ,y1 -' - , '� z ALT. SITE-�-� =' -/- -N J /�, syr I w TRACT 2-0 ',. ss's " J_ 1. Lp4E�/ , 100'MI...oma �� ' INS1 i FLON - J ...--- (7) _'- - �v� r , mu VI ,� % f = \\\ _ ,„ , ' '-r. CLIENT o TRACT 2-C !: ' _ _ 1� RIE DICKER MAY WRY TAW O y i - - NECESSARY, O ME FIELD.F �' �' p P� NECESSARY,TO YEET sin _ ' - CONCMTK tS. fes' ' PROPOSED II r: i, 2000 GAL. Ns /-, Cj'� STRUCTURES, EASEMENTS, OR ENCROACHMENTS rS.T.E.P. SYSTEM ----I.--'1;7-"'"'"- SHOWN ON THIS SITE PLAN ARE AS SHOWN ON �" 100'WELL .- per AN AS—BUILT SURVEY DRAWN BY: URY Sc S, INC. -1,--...,--' RESPONSIBILY OF THE CONTRAC '� f'ALLWITPORTIONS SS THAN OF 5 OFC G\OG IT TO IS VER FE EBASEMENTS TREOU REQUIRED PARATIOTOR %; --' COVER REQUIRE INSULATIsN. DISTAN UCTION.D PROPERTY LINES PRIOR TO C,- /'.% / AL) • e Municipality of Anchorage r , J tip i DEPARTMENT OF HEALTH & HUMAN SERVICES h t14•II 825 "L" Street, Anchorage, Alaska 99502-0650 •••�••• ••� ~•�~�~~.. SOILS LOG — PERCOLATION TEST '•W•••••- �- •�"`• ' ;.! 1'KOBERT C. COWAN 45 f,1 .s a8eo1 PERFORMED FOR: 1-0 �>NS 8Ji2 y SS i C DATE PERFORMED`.~� �?�• — PR•/P4S4 t fIQ LEGAL DESCRIPTION N H C / a V / I `" P`7"`Township, Range, Section: DEPTH r 5 . /40 L.t_ h' / SLOPE SITE PLAN 1(FIL5-3 v AC4Air c c I 1 2 l , ,0.1 N 3b. ..."--,,,A- ; G vi/o,,,t 13 a .. L v e'Z 1 R x 4' j S E. f_ 4 1,-°�'`; s.4ti� 4 s ,... --;— A- 7. 743 .., 40 � s ► 1- 4.- 5 �r...3 PLA � Ns� . 7 • . 8 �t /3 . 0. N . 9 10 WAS GROUND WATER h�i ENCOUNTERED? 11 S IF YES, AT WHAT — L O 12 DEPTH? p E Depth to Water Alter 04 y / ► 't 7 13 Monitoring? r)/Z y Date: S/a 7(r1 7 14 Reading Date Gross Net Depth to Net Time Time Water Drop I 15 ft / 16 p. 1 A ) rte+tri 1/,J 17 t ' 18 (._u k k- 19 20 PERCOLATION RATEZ , (minutesiinch) PERC HOLE DIAMETER r TEST RUN BETWEEN FT AND FT COMMENTS U St a- S4,-•/) FIi_ rLit PERFORMED BT a ENGINEERING I1/ CERTIFY THAT TI-q TEST WAS PERFORMED IN 17034 Eagle River Loop Road No. 204 S ? 7 /q ACCORDANCE 1Y0UyeT,P,lll-aalR09 MIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 72-008(Rev.4/85) •0 k , pct t • e 1 Municipality of Anchorage 44- • 1*:• c7 .. i DEPARTMENT OF HEALTH & HUMAN SERVICES t •t* 825 -1 Street, Anchorage, Alaska 99502-0650 e SOILS LOG — PERCOLATION TEST i ' -i \ ROBERT C. COWAN ,Q i S.- +,� .:...� :.: j .I PERFORMED FOR: LCi U NJ S ti . rZ y 4 A SS c c r 4 7l< /1 / 9,,7 ..'• DATE PERFORMED- � 7.�/� p,QO r'"S(.1 T44cT A C ,`iiL+•�...,•=0. LEGAL DESCRIPTION: V1 CLW Ad r,..r •S / D Township, Range, Section: DEPTH T1E- S r /-lo L. AlZ SLOPE SITE PLAN (FEET) ' 1 - L 0$t&4,..r c S - I /IN--- 2 -L/ N v.` 3 - Cil^J. Crvi1 l3Uv�A+E 4J 126c-K5 _ S it- /L o v., 6-07 4 - a s.h...4 g 5-,LT - rT',lc(' E.) Co 'a __ 6 c:.:5j 7 Sda-r / Ccny Mcicli 8 4ft „mc 13.0 t ^•-/.„, . t$ V. H . . 9 - 10 - WAS GROUND WATER C; ENCOUNTERED? 11 - L IF YES, AT WHAT — L O 12 — DEPTH' p E Oepth to Water Atter7 r r 13 — Monitoring? r ' Date: 7/3 y�q 7 14 — Reading Date Gross Net Depth to Net Time Time Water Drop 15 - • 18 - T 6 0 19 - 20 - _ PERCOLATION RATE I (m nutes,lnch) PERC HOLE DIAMETER TEST RUN BETWEEN FT AND FT ,} I SN.v>7 )L_ r ?t2 COMMENTS V s z" PERFORMED BY. S S ENGINEERING I i,/ /7"." CERTIFY THAT THIS TEST WAS PERFORMED IN 17034 Eagle River Loop Road No.204 ACCORDANCE WITH EiWG1/44t0NikaiWickiti7GUIDELINES IN EFFECT ON THIS DATE. DATE. 7 / 1 i 9 7 72-008(Rev.4/85) `'' A jecPte,,,,...- LA ''�� • Municipality of Anchorage C7ti"f'9 _L.; T DEPARTMENT OF HEALTH & HUMAN SERVICES * 9t ,� 825 'L' Street. Anchorage, Alaska 99502-0650 j"" - SOILS LOG — PERCOLATION TEST - � `• % ? ` ROIERT C. COWAN tt Qi 2� s`^c'. CE -8601 � 0 , , r PERFORMED FOR: 1.•01.1#v S({utiy d- 4 s! ' C f 4 TE f DATE PERFORMED:, .7.../..: ii /' ,1T�� poo;cs4 0 T'i'AC C ;•a '%,. LEGAL DESCRIPTION: V't i / /'0,r i s J p Township, Range, Section: DEPTH TES i /f 0 C SLOPE SITE PLAN (FEET) I AI 1 - 0ACC. 4,v, c S /I 2 �'I , N fern — 3 - -c.- -q:1 .SIf ND 4_ s,4_,,— S K. b i4 - 1, )4- rr4c./d, .i . • 5 - V , > , T'„ L. ri_ 4n/ 6 -- ; \ T(tANs,rie,4 7 \ - sic-r 4 cL-4y 8 -\ M 1../ c /f 4 Sivsit• 1)-0 t A+9.v/74i , 9 - WAS GROUND WATER 10 - ENCOUNTERED? 11 — S I L IF YES,AT WHAT -- L O 12 - DEPTH? p E Depth to Water Atter ,' / 7/ / 13 - Monitoring? '4' Date: 14 - Reading Date Gross Net Depth to Net Time Time Water Drop 15 - 16 - N- c 17 - p e,, ' VOL' 18 - 19 - , 20 - PERCOLATION RATE -I (minutes inch) PERC HOLE DIAMETER TEST RUN BETWEEN FT AND FT COMMENTS , 3s f S/q�/3 f 1 L 7 E ,t_ S&S ENGINEERING !!�//4Jf PERFORMED BY. 17034 Eagle River Loop Road No. 201 r lJ'�� 'i CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WIT EI RWaWCE,HA409`t®f,M L GUIDELINES IN EFFECT ON THIS DATE DATE. 7 /,)- 1 /q7 72-008(Rev.4/85) , pars, Ir 14 Municipality of Anchorage /tDEPARTMENT OF HEALTH & HUMAN SERVICES /825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG — PERCOLATION TEST BEE_TRT C. COWAN PERFORMED FOR: Lo n-,5/3 ,. !g R.y 4 3.. Zf 0 C , DATE PERFORMED: - // / / 7 +v LEGAL DESCRIPTION:/ RON—S 40 Toe4c% a C. Township, Range, Section: DEPTH tlt Ew PO,�" S /0 SLOPE SITE PLAN (FEET) T Cf% /7 QL,c 1-t,; '-1? / 1 -1 1�? 0 ,2Gr9N1 C f T ...___—;:s; N 2 3 - I+. &� ..� S i. f3J.,,444, Rock s' / 7 T9c N>; 4 - vo a,'C G /G• MA O s«; S r T € 5 - ` ly P4. <4,,) � 6 - © ' 8 7 9 -/ ill S ; >`i 10 // 8 0 WAS GROUND WATER N 0 ENCOUNTERED? 11 - I L - IF YES,AT WHAT -- L O 12 — DEPTH? p , E 13 — Depth to Water After . Monitoring? Date: 14 — Reading Date Gross Net Depth to Net Time Time Water Drop 15 - • 16 - 17 - /`- 18 - 19 - 20 - PERCOLATION RATE C j (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN `)- FT AND Y FT COMMENTS S&S ENGINEERING1,44114C1%--- PERFORMED BYJ 34 Eagle RIveT Loop1 CERTIFY THAT THIS TEST WAS PERFORMED IN g Road No.204 ACCORDANCE 4 R19I44IRinTA AD AR,S+REIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE 72-008(Rev.4/85) LOUNSBURY & ASSOCIATES, INC. TRANSMITTAL Surveyors Planners Engineers 723 W. 6"' Avenue, Anchorage Alaska 99501 LETTER I. Phone: (907) 272-5451 Fax: (907) 272-9065 TO: Mr. Cross FROM: Barbara J. Hosier D.H.H.S. DATE: September 3, 1997 1(__ ! I 1 PROJECT: Viewpoint Subdivision - Final Plat Please find enclosed : 1 COPY VIEWPOINT SUBDIVISION FINAL PLAT COMMENTS: PLEASE REVIEW THIS PLAT AND PROVIDE THE NECESSARY SIGN-OFF REGARDING ON SITE SERVICES FOR TRACTS 2-B & 2-C. IF YOU HAVE ANY QUESTIONS, PLEASE CALL. THANK YOU. // ,-ta,-- )4-65—N-- Lounsbury File. 96-048 4b ATU