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Home My WebLink AboutSKYLINE VIEW #1 S-11610-15 kyli4one View #1 5-11610-1 Short Plat Summary of Action July 9, 2007 Page 2 of 2 'a' Information to satisfy the requirements specified by AMC 21.15, AMC 15.55 and AMC 15.65 must be submitted for each lot within this proposed subdivision. This information must include, but may not necessarily be limited to: t� • Soils testing, percolation testing, and ground water monitoring D I Q� must be conducted to confirm the suitability for development using on-site wastewater disposal systems. Ground water monitoring must be conducted during high ground water season in either the fall )October) or spring (May). 40, Areas designated for the original and re[placement wastewater V disposal system sites must be identified and must meet all criteria specified in AMC 15.65 including slope and slope setback requirements for each lot. • Topographical information must be submitted. • Provide documentation for water availability to serve water wells. J �, Jr. P atting Officer Eagle River Engineering Services Christopher R. Wood, P.E. 10421 VFW Rd., Suite 201 (907) 694-5195 tel Eagle River, AK 99577-3294 (907) 694-3297 fax www.eres-ak.com 31 May, 2006 To: Thomas and Mary Klippel 19114 Man O'War Eagle River, AK 99577 Cc: Mr. Dan Roth Manager, On -Site Services Municipality of Anchorage PO box 196650 Anchorage, AK 99519 Re: Skyline View #1 Block 5 Lot 3 Subdivision into Lot 3A and 3B On-site Water and Wastewater Disposal Subdivision Soils Report Dear Mr. and Mrs. Klippel and Mr. Roth, Eagle River Engineering Services (ERES) is pleased to present you with this On -Site Wastewater Disposal Soils Report, for the proposed Skyline View #I Block 5 Lot 3A and 313 Subdivision. ERES was contracted by Mr. & Mrs. Klippel to perform a soil investigation for the proposed subdivision to determine the feasibility and suitability of the proposed lots to support on-site wastewater disposal systems and private wells. OVERVIEW The Skyline View #1 Block 5 Lot 3, subdivision into Lot 3A and 3B consists of splitting the existing 2.04 acre parcel into 2 halves, Lot 3A and Lot 313. Test holes on each half of the proposed subdivision were excavated by an excavation contractor, Guaranteed Services, with a Ilitachi 200 tracked excavator. These test holes were logged by Chris Wood of ERES in early May, 2007. Soils percolation tests were performed adjacent to these test holes, with water table monitoring conducted through the end June, 2007 SUMMARY OF FINDINGS The following represents a summary of our findings. The proposed lot subdivision lies along the foothills of the Chugach Mountains, near where Little Peter's Creek flows into the main branch of Peter's Creek. The terrain is consistently sloping northward, with a few undulations. The proposed subdivision's vegatation consists of a sparse cover birch and white spruce forest. The underlying soil encountered can be characterized by being a slightly silty tan sand with some gravel, underlain with tan sand and gravel with some silt. UCS classification would consider this soil to be SW, underlain with GM. The topsoil layer was found to be silty and orange-ish in color and approximately l'in depth. No water table or damp soil was encountered in either test hole. Satisfactory percolation results were obtained in both test holes. Because the percolation rate was found to be faster than 1 minute per inch, a 2' sand layer is required beneath any type of leachfield, unless it extended into the GM soil layer found deeper. A very deep test hole would need to be excavated, and a percolation rate greater than 1 minute per inch measured in order to eliminate the 2' sand layer requirement. No evidence of groundwater was found during our observation period of May, 2007. No surface water was noted within the confines this proposed lot subdivision, nor within 200' of the proposed wastewater disposal area. The proposed lot subdivision's topography is gently sloping northwest, not exceeding approximately 8% in the area within the septic reserve areas. One area on lot 3B exceeds 25%, along the northern lot boundary, however the majority of the lot slopes less than 25% with areas usable for on-site wastewater systems well in excess of the required 10,000 square feet reserve. We believe the two proposed lots can safely support a primary and two replacement on-site wastewater disposal fields, and based on the percolation rate, each lot has 10,000 square feet minimum available for septic reserve areas. Lot Size exceeds 40,000 square feet (minimum lot size required for installation of an on-site wastewater disposal system) on both lots. ON-SITE WASTEWATER DISPOSAL RECOMMENDATIONS ERES has confirmed that suitable soils and area exist on both lots conforming to Anchorage Municipal Code Chapter 15.65, and can provide safe wastewater disposal systems that are protective of human health and the environment. The leachfields will need to be shallow drainfields or bed -type systems due to the fast percolation rate of the underlying soil. Additionally, 2' sand layers should be utilized beneath the sewer rock due to the fast percolation rate. WATER SUPPLY Several well logs were obtained in the general area of this supposed subdivision and have been included for your review. Well production rates were found to exceed 1/2 gallons per minute. The lots nearest the subject property were found to be 180 and 285 feet deep, with well production rates of 3.8 and 6 gallons per minute. To the best of our knowledge, new wells drilled on these lots will not adversely impact the water availability on adjacent lots due to the sparse spacing of wells in the general vicinity, and the nature of the recharge of this aquifer from the snowmelt of the Chugach Mountains nearby. NITRATES ERES was able to find some nitrate testing on adjacent lots. The data that we were able to collect show nitrate as being less than 3.91 mg/L. LIMITATIONS Test hole findings reflect local conditions at the test boring locations only, and are subject to natural variations and changes. Well production rates are approximation only based on adjacent parcel's well logs. Conditions during leachfield installation may be different from those found in the test holes, and must be designed around accordingly. Conditions encountered during drilling of the wells may be different than reported on adjacent parcels. ERES appreciates the opportunity to provide you with continuing services on this project, and is looking forward to working with you on future projects. Please contact us if you have any questions. We can be reached at 694-5195. Sincerely, EAGLE RWER ENGINEERING SERVICES Wher P.E. Principal m ' m I A� VT`l I) I III IYO 6® `` ' `` G �QO mm emN mD p=p�og ----------- __ o> D <k o < y------ — .NAV �1 m N s . 50 �Ln tom rn v V (/1 - "n 3 c i r - = a. ----"� O z N -i < D ' cu SAl-----a 0o m A c n O = s r .N .' s r < o c m N N 8I l o 8 o P CD Lve I -O *514, 0 A -D 1 JU 2 1. -9 ;o 11 S� E �I� :a EAGLE RIVER SENGINEERING 10421 VFW RD, 201 EAGLE RIVER. AK. 99577 (907) 694-5195 FAX: (907) 694-3297 SOILS LOG - PERCOLATION TEST PERFORMED FOR: THOMAS AND MARY KLIPPEL DATE PERFORMED 4/30/2007 LEGAL DESCRIPTION: SKYLINE VIEW LOT 3 BLOCK 5 TEST HOLE N 1S_ LOPE DEPTH � I (FEET) vm. .- 18 19 21 WAS GROUND WATER ENCOUNTERED? NO OF .CHRISTOPHER R. WOOD. CE -10387 TOWNSHIP RANGE SECTION T15N, R1W. SEC 16 SITE PLAN NOT TO SCALE LOT 3 PERC TEST RESULTS READING DATE GROSS TIME NET TIME IDEPTH TO WATER jNETDROP 1 3 0... 3 PECOLATION RATE IS FASTER THAN 1 MINUTE PER INCH 4 45 6 TAN/CRAY SW 7 •. SAND WITH GRAVEL S ... SLIGHTLY SILTY 8 7 8 0- • •o 0 10 0 11 TAN/GRAY GM SILTIER 12 13 18 19 21 WAS GROUND WATER ENCOUNTERED? NO OF .CHRISTOPHER R. WOOD. CE -10387 TOWNSHIP RANGE SECTION T15N, R1W. SEC 16 SITE PLAN NOT TO SCALE LOT 3 PERC TEST RESULTS READING DATE GROSS TIME NET TIME IDEPTH TO WATER jNETDROP 1 2 3 PECOLATION RATE IS FASTER THAN 1 MINUTE PER INCH 4 5 6 7 8 PERCOLATION RATE- �1 (MIN/INCH) PERC HOLE DIAMETER -6 - TEST RUN BETWEEN 5 FT AND 6 FT COMMENTS:_4r�i�%�>2 SOILS L G W$TOPHEE_W 40 PERCOLATION TEST BY: CHARLES BALZARINI ICERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE:5/ / 7 EAGLE RIVER SENGINEERING 10421 VFW RD, 201 EAGLE RIVER, AK. 99577 (907) 694-5195 FAX: (907) 694-3297 SOILS LOG - PERCOLATION TEST PERFORMED FOR: THOMAS AND MARY KLIPPEL DATE PERFORMED 4/30/2007 LEGAL DESCRIPTION: SKYLINE VIEW LOT 3 BLOCK 5 TEST HOLE2 SLOPE DEPTH ITI I (FEET) 0 ORANGE TO'SaL 2 10 11 12 13 14 18 21 22 WAS GROUND WATER TAN/GRAY CM ENCOUNTERED? NO SILTIER WATER TABLE DATA DATE WATER LEVEL 04/3012007 NONE 05/0712007 NONE 0511612007 NONE �F- � .. q4q ' �P %... f'.CHRISTOPHER R. WOOD.• CE -10387 TOWNSHIP RANGE SECTION T15N, R1W, SEC.16 SITE PLAN NOT TO SCALE LOT 3 PERC TEST RESULTS READING DATE IGROSS TIME INET TIME I DEPTH TO WATER JNETDROP 1 2 • ' TAN/GRAY SW •: SAND WITH GRAVEL . •. SLIGHTLY SILTY 7 0 o+• WAS GROUND WATER TAN/GRAY CM ENCOUNTERED? NO SILTIER WATER TABLE DATA DATE WATER LEVEL 04/3012007 NONE 05/0712007 NONE 0511612007 NONE �F- � .. q4q ' �P %... f'.CHRISTOPHER R. WOOD.• CE -10387 TOWNSHIP RANGE SECTION T15N, R1W, SEC.16 SITE PLAN NOT TO SCALE LOT 3 PERC TEST RESULTS READING DATE IGROSS TIME INET TIME I DEPTH TO WATER JNETDROP 1 2 3 PECOLATION RATE IS FASTER THAN 1 MINUTE PER INCH 4 5 6 7 8 PERCOLATION RATE- <1 (MW" PERC HOLE DIAMETER --6" TEST RUN BETWEEN 4 FT AND 5 FT COMMENTS- Z, 1545V6 GQ22�rt e1d1P SOILS LO ED13HRISTOPHER WOOD _ PERCOLATION TEST BY: CHARLES BALZARINI I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: / b } ell IoB��Z535 • ::^.tri::. M -W DRILLING, Inc. wr. O: Box 4-1728 • 2811 Dawson I A C 907-279-1741 ANCHORAGE, ALASKA 99509 DRILLING LOG Location (address of: Township, Range, Section, if known; or distance main road of Welt Dom Skyline View Subdi— al ze of casing----6----Depth of IIole 177 feet Cased to 8 feet atic water level 10 ft. (IMIM (below) land surface. Finish of well (check one) open end ( E ); Screen ( ); Perforated ( ). Describe screen or perforatio None tell pumping test at Ll per MMT; (minute) for -1 --hours with ----1D4 ft. of drawdown from static level. late of completion 14 MLY 7k WELL LOG lepth in feet from round surface Give details of formations penetrated, size of material, color and hardness p _TO 5 Silty Gravels oobbly 5 TO 9 Weathered Bedrock —L—To 177 Bedrocks greenstonet water aeaps in sporadic fractures. TO TO TO TO TO TO ..ey.Io ,.. ..00...... CHHS 10:30w IRM -ME ESI, sa DV SERVIas SGS SCs RaU 1049219001 C0eathsone ?"now Eng Sete. halcetKanev L2B.BSSkrliteView Clear Sample ID Back Hose Dib Statrla DrialicsWstcr Snaple Rmwkt: wrSOSJ01 Tr91 /.02/01 W10 A9 Datr011mn are Atadu standard Time MntedDatemme 011101200S 10:19 Collmed DateMme 1210/2004 11.00 PvtelveJ Dat&llme 12AO9004 11:96 Technical Director i SIC -4411 C. Ede tmmeter 9ewL PQL [:3111 Metal CaMekw ID Afo+ tlrnafnt in 11 AgIsl lr,t Alutrdnum 20.0U 20.0 mg, [MVI1 D N die 01105110s01A 105 wick") 2.000 2.00 ayi. EP20lU D OtNs.4s oIA"s SCL Antimony 1.000 1.00 as/L EPZAS D 01105105DIAX45 SCL Thallium 1.00 U 1.00 ti'L L12MI D Ms.% OIAws SCL SCIMIam 5.030 5.00 strL EP2M1 D Ot/051109 OIA6103 SCL Drlvats I0d1v1dual AOalrals Alutrdnum 20.0U 20.0 mg, [MVI1 D 01105110s01A 105 SCL Anemic S.00U 900 arL. MOMS D (<-301 01105110s ODMS SCI. Barium 3.00 U 3.00 aVL EMS D (<-20001 0110510$ OIwAs SCL Csdndum OJOOU 0.300 et" EP204t D (c-3) MSO$ GI MMS SCL Mldwm 230W 500 *lVL EP200.1 D DIMS.%aIA6AS SCL Ctrumium 1.04 U 1.00 vvL !?200.1 D (<-1001 01M.105 OPM5 SCL Copp" 26.5 1.00 atYL EP2001 D 1<-1700) OIM5105 OIAGAS SCL gran 230 U 230 sLt 111200J D (<-700) 01/05110$ OlwAS SCL Led I33 0.200 oft EP200.t D (<-IS) 01/0519$ OIA16AS SCL Mutneaam 1110 10.0 rhea. EP200.1 0 OI R% OIA6AS SCL Sluntanes 1.60 100 o;11 EP200J D (e30) OWS.-CS OIMMS SCL Pkotpkorsa 2000 200 atrL EP2t10J D 01/0513 01/06/03 SCL Poroteium 500 U 300 apt EP200.1 D 01105103 CIM105 SCM Sodium 2300 300 OS L EP2w.1 D (0.230000 OIASAS OlAW SCL Saiton $310 200 til HP200J D OIASOS 01/06103 SCL Silver I.00U 1.00 ay'L EP20MA D (<-100) 01/0S/0S01A6/0S SCL Zua: 214 900 vSL EP200./ D ("3000) OIASASO1UMS SCL Ctdotldc 3.01 0.100 RWL EPA 3000 D (c-250) IMEW04 DSA Fuaide 0.1000 0.100 VWL EPA 3000 D ("21 111064 DIA Nitrate -N 2.04 0.100 pOIL IPA 300.0 D CC -10i 1213UW DSA NitritcK 0.1000 0.100 vSfL EPA 300.0 D (o-1) 12,1 OM WA Su16ut 102 0.100 VWL EPA 3000 D ("250) IMAM D1A TotalDlnohedsolatt 114 10.0 m1rL SK120219uC C (<-300) 0165105 KAL HCOIA1kalWty 106 10.0 enol. stt120232011 C 01.10M KAL CO3 Alkalinity Id.OU 10.0 WS/L SM20112011 C 01.10SAS KAL ON AUtaity IO.OU 10.0 min. $H2O 232M C Otntst$ KAL Card4dwy 204 100 omhoelcm SM202310D C 121ST54 KAL -PRELIMINARY- Municipality of Anchorage ' Development Servlces Department Building Safety Division On -Site Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 Water Well Advisory Health Authority Approval # 040511 During a recent Health Authority Approval on-site inspection and test of the potable water supply well on Block 5, Lot 2B of Skyline View Addn. #1 subdivision, the well's productivity was determined to be .33 gallons per minute. The minimum well productivity required by this Department (AMC 15.55) for a 3 -bedroom residence is .31 gallons per minute. Although the subject well currently exceeds this minimum requirement, all parties concerned are advised that the production capacity of the well may fluctuate. Restriction of non-critical water uses such as washing cars and watering lawns and gardens may be required. This advisory must be attached to all copies of the subject Health Authority Approval. OT -SO -0I 02:06PY /�SY-CT1F ESI. f ENV SEfNICES soip" 1044333001 Nmum Rai. SN. cant Num 1ry"mNarw SkYllwVimAddf►1 d•m waw MUTIZCant pN'i1P e AO DU Mw/ we Atum StaW"d Tbw 3MwwdDw?Iw 01,1012004 $AS causewomignm 07127/2004 13- a...6-4 Ttaeau 0 '2 e/17712004 13:55 T/ekskot Dirwar "VI C. m scripa lfata 1Wa,oJ CarainaID Ag&nWi 1444 A IYO Irdt f' wrmw . Natata yayaTtrrnt lV<aatrN 1.12 0.100 TKIL SPASM 11 (4-101 0727104 JIB IEiambialcW Labaaat"T TOW Cam" 0 o*VIOOmL 83410VMB A (4-1) 07127/44 DKC DON HcKENZIE REAL EST. TEL:907-696-6900 Oct .. . FT "/ 70-7 LOG OF DRII-LING by A & L DRILLING COMPANY I FROM. ........... FT. TO ..... cV mom... 4P.,,]r ..... FT. TO..... A ......... .. . .. . .. .. .. . . . OWNEII or LAND X --tS00-7114E ...... 1-g.ploS- ADvnEs3........... .......................................... ... .................... ::: ............ .. WELLSITE ....Igh-0 .. .......... ... ........................ DATE—STAUTED ... JSIII.X� .........1.�J ................. . ............... DATE—ENDED .......... KIND OF FORMATIONS ErPTH or WELL .... t.!K ........ ... ...................... STATIC LEVEL OF WATElk FT. ............... DRAW DOWN FT . ......................... 02. APZ .............. CALF1. IIEH l(n. KIND or CASINO ................ ............. ~.........0............ 0 FT, TO -C ^ --Z ........ i- "-r R 0 M. I.I.Z ........ FT. TO.J.26' ....... FROM ....... .......... ....... FT. TO... rah( ........ ... FROM.1 ..IS ..... FT. TO ... Z/ .. 4 ... ... .. . FT "/ 70-7 riv,56 ....................... FT. TO...........y FT .............. ........ ........1T. .. ......... .. FROM .... //./,a ....... FT. TO /1.. 17 ............ rr ... FROM. ........... FT. TO ..... cV mom... 4P.,,]r ..... FT. TO..... A ......... ............. FROM..- .................... FT. TO ........................ 17 ....................... FROM...... 90L.....FT. TO.1-po .... ri .'s "V41 - FROM ........................ FT. TO ........................ FT ....................... FROM to .....VT.TO .... FROM........................FT. TO ........................ FT ............ . ........ FROM... /.0 .. k ....... FT. TO ... /0 .... FT*.sa.?�.z ...... FROM ........................ I'T, TO ... .................... F -r ...................... MISCL. wronMATIONs_ 2 A n, IP4 OAL C'*' e. DRILLER'S NAME rrff�� rR[7'7 rrfy7 ��r7, hr�77 rrir}1 �Re7h .ree�: ' rt rrrrJ,, rtr•�` ��e77 �•'1 !i !i !i !1 !1 H ;'i � y � : i y v 9 7 fTi € 0000:o v M H H H H H Ham' ,••1 H H H H •_ .. ,' . •Do .� "' ` / {:� >:.r. r 70 70pa 7d 7e A 7u M Mpn •iv.:.. h J .7 Y. .J r 14 i� 66 ID rrff�� rR[7'7 rrfy7 ��r7, hr�77 rrir}1 �Re7h .ree�: ' rt rrrrJ,, rtr•�` ��e77 �•'1 !i !i !i !1 !1 H ;'i � y � : i y v 9 7 fTi € 0000:o v M H H H H H Ham' ,••1 H H H H •_ .. ,' . rrff�� rR[7'7 rrfy7 ��r7, hr�77 rrir}1 �Re7h .ree�: ' rt rrrrJ,, rtr•�` ��e77 �•'1 !i !i !i !1 !1 H ;'i � y � : i y v 9 7 fTi I € 0000:o I NORTHERN TESTING LABORATORIES, INC. b o 0030 INDUSTRIAL AVENUE FNnaANK$. ALASKA 99701 (907) 4590118 • FAX 458J125 2505 FAIRBANKS STREET ANCNORAOE. ALASKA 99503 (907) 2778378 • FAX 2749645 Constructing Engineers 9601 Buddy Werner Drive Anchorage AK 99516 Attn: Jerry McNermy Our Lab Is A111436 Location/Projects - Your Sample IDs L4 BLK 9 Skyline View Sample Matrixs Water Commenter Method Parameter NO3/IC Nitrate -N Reported By: William E. Buchan Anchorage Operations Manager Report Date: 06/26/91 Date Arrived: 06/21/91 Date Sampled: 06/21/91 Time Sampled: 0900 Collected By: CAL Flag Definitions 0 - Below Detection Limit DL Stated in Result B - Below Regulatory Min. H - Above Regulatory Max. E - Below Detection Limit Estimated Value Date Units Result Flag Analysed -------------------- mg/l 0.3 06/25/91 FROM : MMM CONTRACTING PHONE NO. 6881238 Aug. 28 1997 09:38AM P2 .Triki�eirtlin�g'�g. Doc ce, dos SULLIVAN WATER: WELLS P.O. PDX 111212,CHUOIAK.ALASKA 91551 • THLH►HONEM-2161 OWNER OF LANI)y /�yy�t _ DCrfH OF WELL V ,_u1n. Al �— T ADDRESS — STATICLEVEI.OF WATER 1-7. Li7 LECALDESCRII'TIONJTAl — DRAW DOWN FT. (o r' p• GALS. PER tilt DATF. •Sterled ' Via.-- - — Ended r -�--• / / KIND OF CASING — PERMITNUMEER` „KINDOU.QRMATTION: +Fi._L�n l��1Q��!'�-- Fram FL to ------------- prom_l�Ft.t From—FL toL-Fw j.;�•An►da �,1!Q��: _. From FL 1u Ft. - .5 r Jq-t- from Prom a13�T-G�:.. " " Pl. to --FI fes_ R'r_r. .rrnm� F�. ro I 1 _ From:Pt.i� 7�aF�°, Ft.—/J/sJ1L,,,�AAi�'r= -- Frum Ft..tU_�—Ft. From. FL to Ft. ln rl. �r2C..v �vCtk—..l:�ri>�I"r`�From I+rom rl. to FI. Fl..lo- • Ftp.. .._. _ • From —"—" Frant Ft. to ' -1+r. From Ft. to ' Fl. _--• Frum— -Ft. tu. Ft. .Flom.�_Ft.ln..__.Fti^ ^T —r ,"-- Fru,>✓- ;c -a, " .. Ft. t^.. _. t ...� .:". 1 From From -.—Ft. From.--.Fl.lo_.-.^Ft:--•-- Prom Ft. Prom Ft.tu. Ft. _ --. .Pt._ F om FI. to Ft. _.--^ r— From �Ft•to Ft._—• — . From_.__Ft.to_.�Ft.--•--.-- MIBCL• INFORMATION: RECEIVED OCT 31997 ziA' Munlclpalltyy of Anchorage Dept. Health 8 Human Servlces r DRILLERSNAME.. SEP -30-1997 11134 ME ESI FNCHORIGE CT&E Rer.A Client Name Project Namc/A Client Sample 10 Matrix Ordered By PWSM ME Environmental Servloes Inc. 975827001 Anderson Pnglneering N/A Lot 1. Lavonda Sub. Ddakinz Water 9075615301 P.02i05 Cheat POA Printed Datemme 09/29/97 21:34 Collected Date/Time 09124/9115:40 Received Date/Time 09127/97 12:30 Technical Director: Stephen C. Ede Released By Allowable Prop Analysla Parameter Results ' Pot `ni to Method ltmlto Date Dote Intl Nltrate•N 3.91 0.100 te/l EPA 300.0 10 max 09/26/97 CCP total Coll}arm 1 01/ 700 at / ND Cott eN11 92721 09/21/91 TIN \ Municipality of Anchorage a , .� Development Services Department , Building Safety Division s• crr MEMORANDUM DATE: July 3, 2007 TO: Jerry Weaver, Jr., Platting Officer, CPD FROM: (vRvaniel Roth, Program Manager, On -Site Water and Wastewater Program SUBJECT: Comments on Cases due July 5, 2007 The On -Site Water & Wastewater Program has reviewed the following cases and has these comments: S11607-1 Beardsley Subdivision No objection S11608-1 Anchorage Industrial Park Subdivision No objection 511610-1 Skyline View #1 Subdivision Information to satisfy the requirements specified by AMC 21.15, AMC 15.55 and AMC 15.65 must be submitted for each lot within this proposed subdivision. This information must include, but may not necessarily be limited to: 1. Soils testing, percolation testing, and ground water monitoring must be conducted to confirm the suitability for development using on-site wastewater disposal systems. Ground water monitoring must be conducted during high ground water season in either the fall (October) or spring (May). 2. Areas designated for the original and replacement wastewater disposal system sites must be identified and must meet all criteria specified in AMC 15.65 including slope and slope setback requirements for each lot. 3. Topographical information must be submitted. 4. Provide documentation for water availability to serve water wells. Please fill in the information asked for below. OTIVF IIF ANA Name (last name ) Name (last name sit Property Tax #(000-0oo-oa000): ding Address -- Mailing Address Current legal description: (use addition 1 Sheet If necessary) /_fr7 Iep lei - �9 99677 Contact Phone: Day 6 Night Conrad Phone: Day 6� N ght . FAX: FAX: �i - ar'70 Email: Email: C w.... I—..e.—Auuhr .mlwxlrYYMiZ=a delay nimcimsm this 8DDI"bOh. 'Report additional pebtbDMr5 Or OhSCIM other WOwhers On wVym^'��°�� ^^�^• • �••"•" ^""""y' PROPERTY INFORMATION Property Tax #(000-0oo-oa000): Site Street Address: Current legal description: (use addition 1 Sheet If necessary) /_fr7 Zoning: — S # Lots: Acreage: Z, / I # Tracts: O Grid # Total # arcels: 1 hereby certify, that (I am)(I have been authorized to ad for) owner of the property desctibed above and that I petition to subdivide it in conformance with Title 21 of the Anchorage Municipal, Code of Ordinances. I understand that payment of the application fee is norimfundable and is to cover the costs associated with processing this application, and that it does not assure approval of the subdivision. I also understand that assigned hearing dates are tentative and may have to be postponed by Planning ent staff or the Platting Board. Planning and Zoning Commission, or the Assembly for administrative reasons. (Agents must provide written proof of authorization) )posed legal description: (use additional sheet in necessary) S.Yl��idE' !�/tel/ jaB.div/l/ori, / i S.11610 JUL 0 913007 Paslaid-AlridadE" .,.•,�I'Fee --7] Use Number�"."..... Ap0licalion for Preliminary Plat ,,tin,.d Paoe 2 Me .Vaudiru � Idamuwuun: u none COMPREHENSIVE PLAN INFORMATION ❑ "B" ❑ "A" -- Anchora a 2020 Urban/Rural Services: ❑ Urban ❑ Rural Anchorage 2020 West Anchorage Planning Area: ❑ Inside ❑ Outside Anchorage 2020 Major Urban Elements: Site is within or abuts: ❑ Major Employment Center ❑ Redevelopment/Mixed Use Area ❑ Town Center ❑ Neighborhood Commercial Center ❑ Industrial Center ❑ Transit - Supportive Development Corridor ❑ "1" Eagle River-Chugiak-Peters Creek Land Use Classification: ❑ Commercial ❑ Industrial ❑ Parks/opens space ❑ Public Land Institutions ❑ Marginal land ❑ Alpine/Slope Affected ❑ Special Study ❑ Residential at dwelling units per acre Girdwood- Tumagain Arm ❑ Commercial ❑ Industrial ❑ Parks/opens space ❑ Public Land Institutions ❑ Marginal land ❑ Alpine/Slope Affected ❑ Special Study ❑ Residential at dwelling units per acre Me .Vaudiru � Idamuwuun: u none u -c- ❑ "B" ❑ "A" -- Avalanche Zone: ❑ None ❑ Blue Zone ❑ Red Zone Floodplain: ❑ None ❑ 100 year ❑ 500 year Seismic Zone (Harding/Lawson): ❑ "1" ❑ "2" ❑ "3" ❑ "4" ❑ "5" RECENT REGULATORY INFORMATION (Events that have occurred In last 5 years for all or Portion of site) ❑ Rezoning - Case Number: ❑ Preliminary Plat ❑ Final Plat - Case Number(s): ❑ Conditional Use - Case Number(s): ❑ Zoning variance - Case Number(s): an Use Enforcement Action for ❑ Building or Land Use Permit for ❑ Welland ermit: ❑ Army Corp of Engineers ❑ Munici ali of Anchors e APPLICATION CHECKLIST Fee: Plat: Copies 9 42 (!en32 (short plats only) ❑ 8'/:x11 reduced copy Other maps R Aerial photo ® Housing stock P Zoning Mandatory on plat depictions: ❑ Pedestrian walkway ❑ Landscaping required by zoning Property Title: ❑ Certificate to Plat Additional required documents unless specifically waived by Platting Officer: m Site topography, (4 copies minimum) Waived by ® Soils investigation and analysis reports (4 copies minimum) Waived by 0 Subdivision drainage plan Waived b 20-003 (Rev. 01102)'Back Y !�' o CDp DR707E_ Q r J/ JJ \ DOTSERRY RIVE 349.9 Cb o O °1 c ELDE i L R VE 1------- MT gS URI V — — o la fltA.—DRIVE A 807.8 637 " 83 .7\ , 1 �✓�J/ 62.5 ... ...... ' �I r� I / I / 6e 0 676.0 <7� es i 7;j m b O w P O 0 J'�2 iY1d'iv MAY-07-2007(MON) 18:51 EAGLE RIVER ENGINEERING (FAX)907 694 3297 EAGLE RIVER ENGINEERING 10421 VFW RD, SUITE 201 AGLE RIVER. AK. 99577 907) 694-5195 FAX: (907) 694-3297 SOILS LOG - PERCOLATION TEST S11610 JUL 0 92W7 PERFORMED FOR: TiOMAS AND MARY KLIPPEL DATE PERFORMED 4/30/2007 LEGAL DESCRIPTION: SKYLINE VIEW LOT 3 BLOCK S TEST HOLE # 2 SLOPE—� .o - t DATE IGROSS TIME INET TIME I DEPTH TO WATER INETDROP 1 2 • '•' • ��... TAN/GRAY SW 3 SAND WTH GRAVEL 4 SUGHTLY SILTY 6 7. 8 O• 11 10 21 COMMENTS• V\ O WAS GROUND WATER TANAY dl ENCOUNTERED? NO Suor WAltR TABLE DATA DATE VVAlfR LEVEL o 0 owomom NONE TOWNSHIP RANGE SECTION—=�B1W- SE206 SITE PLAN NOT TO SCALE) 1 . N LOT 3 PERC TEST RESULTS READING DATE IGROSS TIME INET TIME I DEPTH TO WATER INETDROP 1 2 3 PECOLATION RATE IS FASTER THAN 1 MINUTE PER INCH 4 S 6 7. 8 F0VXXJITIONPATL-e1 (IMNOM FUCHOLEOI4tiET13Mi- SOILS LOGGED BY: CHRISTOPHER WOOD PERCOLATION TEST BY: CHARLES BALZARINI I GI}I@'S7pPl &PR L.?ocJ ERTIFY THAT THIS TEST WAS PERFqVMEp IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: s 4 MAY47-2007(MON) 1852 EAGLE RIVER ENGINEERING (FAX)907 694 3297 EAGLE RIVER ENGINEERING 10421 VFW RD. SUITE 201 EAGLE RIVER. AK. 99577 (907) 694-5195 FAY- (907) 694-3297 SOILS LOG - PERCOLATION TEST PERFORMED FOR: THOMAS AND MARY KUPPEL DATE PERFORMED 4/30/2007 LEGAL DESCRIPTION: SKYLINE VIEW LOT 3 BLOC(C 5 TOWNSHIP RANGE SECTION TT5N. R1W.SEC.16 TEST HOLE # 1 I VPE I SITE PLAN NOT TO SCALE oEmN j� I I . y 4 TAN/WAY SW •+.�. •.; SAND WTI GRAVEL S • mmlLY SILTY 0 7 '•' o- •' 121•11�1I�10 Y, 14 19 17 19 COMMENTS* WAS GROUND WATER ENCOUNTERED? NO N a � LOT 3 PERC TEST RESULTS PERCOLATION RATE- 41 (MIWPICH) PERG HOLt UV�Me�en`o 1 Iia+ i � • A fid SOILS LOGGED 8Y: CHRISTOPHER WOOb PERCOLATION TEST BY: CHARLES BALZARINI I CYbT19PNIA—LLld-kmTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: S p7 p�-