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HomeMy WebLinkAboutSCIMITAR #3 W/ Vacation Expired 01-28-98 S-9958MUNICIPALITY OF ANCHORAGE Department of Health and Human Services P.O. Bog 196650 Anchorage, Alaska 99519-6650 Date: July 18, 1996 To: Zoning and Platting Division, CPD From�a es Cross, P.E., Program Manager, On-Site/Water Quality Subjec Request for Comments on Cases due 7/18/96. The Environmental Services Division, On -Site Services Section has reviewed the following cases and has these comments: S-9958 Scimitar's No objections. S-9959 B & J No objections. S-9960 Stewart No objections. S-9961 Willard #2 No objections. VACATION OF RIGHT-OF-WAY OR OFFICE USE EASEMENT APPLICATION REC'D BY: • Municipality of Anchorage VERIFY OWN: DEPARTMENT OF COMMUNITY PLANNING & DEVELOPMENT AFFIDAVIT: P.O. Box 196650 �/ � A��It! eska 995�6Oe � POSTING: A. Please fill in the informati queste belo etti or number b ick. 0. Case Number of KNOWN). POA Street Address 1. Vacation Code Tax I.D. Number Q O4t1 3 O1 m Ninnntinn (FAST 200 FEET SOME STREET). 3 C-; etiti tori 1pnI iperrintinn (T12N R2W SEC 2 LOT 45 OR SHORT SUB ELK 3 LOT 34). onlillill 11 ®ei0aoe©o■o■aee■©ee■■oeeo■©eeoeee:® o■■one■©©■o®ea■©■■o■©v■em■■■■■■■■■■ 3 C-; etiti tori 1pnI iperrintinn (T12N R2W SEC 2 LOT 45 OR SHORT SUB ELK 3 LOT 34). onlillill 11 5. Petitioner's Representative. JUN 1OW6 ;L Address:— 4610 3%jcL (rLr P'+� lt%315Address: �� +�>< z4!7Z �, :I'� City: ( � , ��.5S State: � S City: 4 J �� . State: Zip Code _ Phone No. C.<UR - 7IS2-cUcO'� Zip Code: �&70/ _ Phone No. PJC109'y04 ^1'71 6. Petition Area Acreage. 7. Proposed Number Lots. 8. Existing Number Lots. 9. Written Justification. 10. Grid Number. 11. Zone. Fn u)TT gl 12. Fee $ 13. Community Council 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 vacate it in conformance with Chapter 21 of the Anchorage Municipal Code of Ordinances. I understand that payment of the basic vacation fee is nonrefundable and is to eoverihe costs associated with processing this application, that it does not assure approval of the vacation. l also understand that additional fees may be assessed it the Municipality's cost to process this application exceed the basic fee. I further understand that assigned hearing dates are tentative and may have to be postponed by Planning Staff. Platting Board, Planning Commission, ssembly due to adm" istrative r ns. ��S gnat ! Date: F" � zVz 20-019(14,.WW Fm 'Agents must provide written prooKor authorization. ■e■■a■eo■©eo■©■oeae■■©■©e■■n■■■■■■■ 5. Petitioner's Representative. JUN 1OW6 ;L Address:— 4610 3%jcL (rLr P'+� lt%315Address: �� +�>< z4!7Z �, :I'� City: ( � , ��.5S State: � S City: 4 J �� . State: Zip Code _ Phone No. C.<UR - 7IS2-cUcO'� Zip Code: �&70/ _ Phone No. PJC109'y04 ^1'71 6. Petition Area Acreage. 7. Proposed Number Lots. 8. Existing Number Lots. 9. Written Justification. 10. Grid Number. 11. Zone. Fn u)TT gl 12. Fee $ 13. Community Council 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 vacate it in conformance with Chapter 21 of the Anchorage Municipal Code of Ordinances. I understand that payment of the basic vacation fee is nonrefundable and is to eoverihe costs associated with processing this application, that it does not assure approval of the vacation. l also understand that additional fees may be assessed it the Municipality's cost to process this application exceed the basic fee. I further understand that assigned hearing dates are tentative and may have to be postponed by Planning Staff. Platting Board, Planning Commission, ssembly due to adm" istrative r ns. ��S gnat ! Date: F" � zVz 20-019(14,.WW Fm 'Agents must provide written prooKor authorization. C. Please check or fill in the following: 1. Comprehensive Plan - Land Use Classification O Residential O Marginal Land 7 Alpine/Slope Affected d Q?Commera Industrial O Commercial 'No W .i Nl- O Parks/Open'*ace O Public LandsllnstutionO Special Study O Transportation Related 2. Comprehensive Plan - Land Use Intensity: O Special Study 3. Environmental Factors (if any): a. Wetland O 1. Developable O 2. Conservation O 3. Preservation O Dwelling Units per Acre: O Alpine/Slope Affected b. Avalanche O c. Floodplain O d. Seismic Zone (HardingfLawson) O D. Please indicate below if any of these events have occurred in the last five years on the property. O Rezoning Case Number: O Subdivision Case Number: O Conditional Use Case Number: O Zoning Variance Case Number: O Enforcement Acton For O Building/Land Use Permit For E. Legal Description for Advertising. F. Attached written statement in accordance with AMC 21.15.130.8. stating reasons in support of the vacation. G. Checklist Waiver O 30 Copies of the Vacation Request O Reduced Copy of Vacation (8 1/2 x 11) O Certificate of Plat O Fee O Topo Map 4 Copies O Soils Report 4 Copies O Aerial Photo O Housing Stock Map O Zoning Map O Water: O Private Wells O Community Well O Sewer: O Private Septic O Community Systems 20-019(R0,9192)' Back O Public Utility O Public Utility 3 Sharon Minsch CRS, GRI =Y6 March 3, 1996 Re: Letter of Non -Objection to vacate a one foot area surrounding a well in a utility easement Legal: Scimitar Sub 43 Block 2 Lot I AKA 19933 Seika Drive AKA 051-134-01 Owners: David J. and Barbara J. Yackley Contact: Sharon Minsch, Realtor, REMAX of Eagle River 694-4200 ext 226 Contact Address: 16600 Centerfield Drive #201, Eagle River, Ak 99577 To: Prime Cable -Clint Housley Enstar- Dan Westervelt MEA -David Ingalls MTA -Becky Glenn Please find attached an as -built for the subject property with all appropriate information included. ( I hope.) Mr. Yackley was transferred to Wisconsin this fall and Mrs. Yackley remained to sell their home. Please note that the septic stand pipe in the south utility easement will be moved when the septic is updated/repaired this spring. The fmal straw in a series of problems and delays is that Mr. Yackley just had a heart attack. Mrs. Yackley had to leave unexpectedly to care for him. I will be the main point of contact for this little project. They have a son here in Alaska that has Mrs. Yackley's P.O.A. We will deal with Mr. Yackleys signature when the time comes. The plan is for the son to get his father's P.O.A ( currently he is in the hospital.) If there is any further information that you need, please contact me and I will respond ASAP. Thank you in advance for your consideration. Sharon Minsch REMAX of Eagle River RF 7 W of Eagle River, Inc. 16600 Centerfield Dr., #201 ® Eagle River, Alaska 99577 office: (907) 694-4200 ext 226 1-800-770-4242, Fax: (907) 696.0214 B n ores nMapa iy owned and oparaled page 2 Request for letter of non -objection and vacation in a utility easement Scimitar Sub 93 Block 2 lot 1 Barbara and David Yackley Owners are requesting a letter of non -objection and a vacation of the portion of the utility easement that encompasses their well. The Scimitar subdivision is well documented with dry wells and nitrate contaminated wells. Recently, additional wells have lost water and may remain dry permanently. Some of the homes just have seasonal difficulties. Most responsible, knowledgeable drillers do not recommend drilling new wells in Scimitar. Drilling a new well would be only as a last resort if you are unable to approve this request. The cost of a new well and new/upgraded septic will cost in excess of Yackley's equity in the home they bought in 1985.. This well has just been flow tested at 4 gallons per minute and has a history of continuous production at similar levels. The vacation of a circle_ one foot in diameter surrounding the well would be greatly appreciated. It is unfortunate that the rules which were in place when the home was bought are no longer aceptable to lender's. When they signed a hold harmless letter at closing, the as -built did not even show the septic stand pipes in the easement.( Copy attached of 1985 as -built.) Copy attached showing a similar problem down the street and how that one was dealt with. Thank you in advance for your consideration! Sharon Minsch for Barbara and David Yackley • X�•9l• G9S LKyTEf `ro G'o op A lo� • D 'E'4G�'e .•a��9�f vacai-; � N -1- I�•#�r r aT r�Or\-o �cc.l iu'� mnr J 9 Y Fr�yT o' r \ 0 Na S-9It8 ASBUILT-NO CORNERS SET THIS DATE. SEWARD & ASSOCIATES LAND SURVEYING 694-082 I HEREBY CERTIFY THAT I HAVE SURVEYED THE SCALE: y0 FOLLOWING DESCRIBED PROPERTY: z i OF A4 tci�1 TAPt✓BC uvir vD,� loT� oai! DATE- AND THAT NO ENCROACHMENTS EXIST EXCEPT AS INDICATED. IT IS THE RESPONSIBILITY OF THE + : —" GRID OWNER TO DETERMINE THE EXISTENCE OF ANY - EASEMENTS, COVENANTS, OR RESTRICTIONS WHICH DO NOT APPEAR ON THE RECORDED SUBDI- # Dana Mark Seward d VISION PLAT. UNDER NO CIRCUMSTANCES SHOULD FB: /� �� . LS -6918 •• `�•$ ANY DATA HEREON BE USED FOR CONSTRUCTION s� �9 t� •' OF FENCE LINES, OR FOR ESTABLISHING BOUND- 4 ' ARY LINES. �N: ' 'Q$ R fps' \ v lag, 3z 1 � z . �-- S 7' IE x2. 3L,o. �/ of •� R$S Asia i� 4,, -Fh'.-b_L.�Ll�-ei-� M� . 'od 9' qsg AS -BUILT I hereby certify that I have surveyed the following descr`e property; LaY 3(,e.k Z — s�. ua 1 vo, 3 s=— Anchorage Recording Precinct, Alaska, and that the imorove ments situated thereon are within the Property lines and do nc overlap or encroach on the property lying adjacent thereto, th.. no improvements onptoue :y lying adjacent thereto encroac on the premises in question and that there are no roadways transmission lines or other visible easements on said propert except as indicated hereon. Dated at Ea -le River, Alaska the z day of_QF _- ROBERT C. JOHNSON 7f i fry SCALE: Registered Land Surveyor No. -630-L_` 1" y -o • Boz -7-0456, Eagle Rivet, Alaska 99=1 Phone (907) 644-:S43 p $� 3 a 350 N_A T v4 � c a 03 44 oy K a� h t i Z7S 0 1a. 00 U- 50 L• vw, p-07.47 �s M i ASBUILT—NO CORNERS SET THIS DATE. SEWARD it ASSCC24'1'1:`4 LAND SURV=iG 688-4566 1 HEREBY CERTIFY THAT I HAVE SURVEYED THE SCALZ a FOLLOWING DESCRIBED PROPERTY:. 1"=50' i OF A4 +` Scimitar Subd.,Unit Vo. 3,lot 10A,Blk. 1 DATE: . ,• S b AND THAT NO ENCROACHMENTS EXIST EXCEPT AS 1a 6-9 s : Vr i INDICATED. IT IS THE RESPONSIBILITY OF THE INA, s.. ^.......... OWNER TO DETERMINE THE EXISTENCE OF ANY GRID= .� , """'3 EASEMENTS, COVENANTS, OR RESTRICTIONS &W 1261 .........� .........•..• WHICH DO NOT APPEAR ON THE RECORDED SUBDI-•a.» m"k Sow=d VISION PLAT. UNDER NO CIRCUMSTANCES SHOULD F& �L - LS•..6918 ANY DATA HEREON BE USED FOR CONSTRUCTION 24-46 !t'�•'•,.•„ AOF FENCE RY LINES.INES, OR FOR ESTABLISHING BOUND- DRA MPR 04 '96 02!38PM ENSTRR March 4, 1996 RE/MAX of Eagle River, Inc Ms. Sharon Minsch 16600 Centerfield Dr. suite 901 Eagle River, Alaska 989577 Dear No. Minsch: P.2 ENBTAR Natural One Company A DIVISION OF SEAGULL ENERGY CORPORATION 3000 Spenord Road P.O. Box 190288 Anchorage, Alaska 99519-0258 (907)277.5551 j-9 f T8 7 -f;;•r(a ENBTAR Natural Gas Company has no objection to the vacation of the utility easement or the well that encroaches into the utility easement on the Lot 10 Block 2 Scimitar Subdivision #3 adjacent to Solleret Dr. If you have any questions please call me at 264-3743. very truly yours, Dan Westervelt Right-of-way Agent dw %Y 907 786 9380 PRIME CABLE P02 PRIMI CRELM March 5, 1996 David and Barbara Yackley 19933 Seika Drive Peters Creek. Alaska 99567 Dear Mr. and Mrs. Yackley: Subject to your agreement to indemnify the company as set firth below, Prime Cable of Alaska has no objection to the existing well and septic stand pipe that encroaches into the 15 foot utility easement on Lot 1, Block 2, Scimitar Subdivision #3, city Grid Nw1261. This letter of non -objection in no way precludes Prime Cable from full use and enjoyment of any rights it may have within any portion of the right -of --way, including unlimited access for servicing its facilities. By signing below, you agree to indemnify and hold Prime Cable harmless, now and forever, for any damage, costs, expense (including reasonable attorney's fees), liabilities and injury to any person or property occurring as a result of the encroachment. Please indicate your acceptance by signing and returning this letter to myself at the address below. Sincerely. Dale Greinke Design Department DG:jb Acceptance Date 5151 FAIRBANKS STREET • ANCHORAC:E, ALASKA 99503 • (907) 562-24W MATANUSKA TELE. ASSUCI TEL:907-746-9646 Mar 15'96 11:UU N0.UU2 V.U11U1 S Go 9',Fs' y Matanuska Telephone Association, Inc. F.O.BoX ^3550 PALMEPL ALASKA 88846.6550 FHO;ECMT45-010 Real Estffteand Propenes$e On. 1-900-74C-9510 - FAX (907) 746.9646 �• .....:..........«...........................................................................: NON -OBJECTION TO EASEMENT ENCROACIR4ENT DOCUMENT By this document Matanuska Telephone Association, Ina (IN4TA) declares that it has no objection to the placement of the encroachment of a WELL within the fifteen foot (15) utility easement along the northerly side of LOT 1, BLOCK 2, SCEVIITAR SUBDIVISION UNIT NO. 3, as shown on tie attached as -built survey by Duane Mark Seward of Seward & Associates Land Surveying on December 17, 1995 and revised February 5, 1996. Said parcel being Iocated within Township 15 North, Range 1 West: Section 10, Seward Meridian, Alaska, Anchorage Recording District, Third Judicial District State of Alaska. Please be advised that MTA through the issuance of this document does not forfeit any of its rights to the use of the right of way cited. In the exercise of these rights MTA will, if needed, upgrade, maintain, repair, and/or replace buried or aerial telecommunications facilities within. the easement Any repairs that may be required to the encroachment as a result of utility construction will be home by the property owner of record. This document does not authorize the placement of any additional encroachments within the easement area By this document MTA agrees to vacate a one foot (1D diameter portion of the right of way that encircles the well. Issued for Matanuska Telephone Association, Inc. this 15th day of March 1996 by, QC/ • GL �c1 Real Estate and Properties Administrator J THIS Is To CERTIFY, that on this 15th day of March, 1996 before me the undersigned, a Notary Public in and for the State of Alaska, duly commissioned and sworn as such, personally appeared Becky Glenn known to me and to me known to be the individual named in and who executed the foregoing instrument and acknowledged to me that she signed and sealed the same as a voluntary act and deed for the uses and purposes therein mentioned - IN WITNESS WI IEREOF, I have hereunto set my hand and official seal the day and year first above written - GRANTORS -ADDRESS-. Please Return to: Matanuska Telephone Association, Inc. Real Estate and Properties Section P. O. Box 3550 polmr 4199" QQFdS — QL' F" Notary Public in and for Mycommission expires: ' /4. - 9 i GRANTEES ADDRESS: David J. and Barbara J. 'Yackley P.O. Box 771866 We River, Alaska 99577 STATEMENT OF NON -OBJECTION FOR ENCROACHMENT WITHIN UTILITY EASEMENT saw ? f rtf- Matanuska Electric Association, Inc. (MFA) has no objection with the cationoia e within the utility easement along the north boundary of the following property; Lot 1, Block 2, SCIMITAR SUBDIVISION, UNIT NO. 3, according to plat #80-151, Anchorage Recording District, Third Judicial District, State of Alaska. T15N, R1W, Sec. 10 This non -objection is conditioned by the stipulation that MFA will be held harmless from any and all damages to the encroachment that may result from the existing and future use of said easement. Matanuska Electric Association, Inc. By:/(loa0i� r General Manager or W • Representative 3 - 7 - l,�• Date MEA ACKNOWLEDGMENT STATE OF ALASKA ) ) SS. THIRD JUDICIAL DISTRICT ) The foregoing agreement was acknowledged before me this 51n day of March. 1996 by David E. Ingalls. c9 n Notary Public for the State Of Alaska My commission expires:9 4- 9 7 C0ATAMORM3 OM WONOBJ.000 ENOTtM PUBIIC PA.TRICIA A. MCRO9F. M STATE OF AUNYA GENERAL POURER OF ATTORNEY I, Barbara Jane Yackley, residing at�z � -2 r""""' 41 , hereby appoint Robert F. Yackiey of Eagle River, Alaska as my Attorney -In Fact (':agent") My Agent shall have full power and authority to act on my behalf. This power and authority shall authorize my Agent to manage and conduct all of my affairs and to exercise all of my legal rights and powers, including all rights and powers . that I may acquire in the future. My Agent's power shall include but not be limited to the power to: 1. Sell. exchange.: buy, invest or reinvest any assets or property owned by me. Such -assets or property may inciude'income producing or no producing assets and property. 2. Sell convey, lease,rggggage, manage, insure. improve. repair or perrorm`any diner act wich respect io arly or my prope'rcy(now' owned or later acquired) including but not limited to, real estate and real estate rights(including the right to remove tenants and to recover possession). This includes the r_i_ght to sell or encumber any homestead ). 3, Employ professional and business assistance as may be gRprgpriate, including attorneys, accountants and real estate agents. Take any and all legal steps necessary to collect any amount or debt owed by me. Such assets or Property may include income producing assets and property. 4, Enter intoirditna Cojitrar ISon d??y F jefIgIf This Power of Attorney shaft be construed broadiy as a Generaf Power of Attorney. The listing of specific powers is not intended to limit or restrict the general power granted in this Power of Attorney in any manner. This Power of Attorney shaft become effective fmmediatefy, shaft not be affected by my disability or lack or mental competence as shall continue effective until my 1996, at ANchorage, Alaska. b6fo ra dahe State of Alaska: Third Judiciai District On this day of e�ettc "996, before me, the undersigned ,Notary Public for the State, personally app.red Ba.rba.ra. Jane Ya.cktey to me known to be the person named in and who executed the above General Power Of Attorney, and acknowledged that such person executed it as such person's voluntary act and deed, My Commssion xpires: 1-j -1 V E`c3Eci,c`�' No ,ry ublic For Alaskae' 0prh'_`�-�� •;� ��; ¢'`plc F. C F •M1`.p`'.. `�,IS I�Z(MG�,6h i 4040 "B" STREET, {;y ANCHORAGE, ALASKA 99503 PHONE: 907-279- 11 581 March 30, 1977 W.O. #9672 Mr. William Platzek P.O. Box 522 Chugiak, AK 99567 Re: -Subsurface Soil invbs-tigation Scimitar Subdivision, Knit No. 3 Dear�Ih r—P3atzek: We feel that doina a subsurface soil investigation for the above -referenced project is not necessary at this time. We have two reasons for this: 1. Our knowledge of the soils in the general vicinity of the project indicates that the soils will probably be free -draining sands and gravels throughout the project. This is further verified by the test pits dug by others on adjacent pro- perty (see enclosed Appendix A), 2. Mr. Rolf Strickland of the Municipality of Anch- orage, Department of Environmental Protection and Public Health, feels preliminary soils information will not be necessary for review of the plat b_v his office because of the aeneral knowledge they have of the soils in the vicinity. We do recommend that prior to the filing of the plat, or road construction, that some soils work be done. This work could probably be most economically done if you were to hire a track mounted backhoe, that could get around on the site, to dig about ten test pits 10 feet to 15 feet deep throughout the site. These test pits should be properly logged by a competent geologist, soils technician, or soils engineer, with representative samples taken at five-foot intervals, and in all soil strata. In addition to field classification, we recommend that all samples be again classified in the laboratory, their moisture content and dry strength determined and mechanical analyses performed on representative, composite samples. We feel that laboratory work is necessaky to verify the visual work previously done in the area by others --no such tests were performed on the samples from the enclosed test pit logs. S46� 2 14�A I i f Mr. William Platzek -2- March 30, 1377 This exploration would have three main functions: 1. Look -for shallow bedrock that might make adequate subsurface drainage difficult. 2. Check for the presence of any high ground water' - possibly trapped by bedrock. 3. Verify the course -grained, free -draining, nature of the site soils. The test pits should be located in the.field by the geologist logging the test pits to best identify the areas of poten- tially shallow bedrock --probably our area of greatest concern. In summary, we feel the site is an excellent one from a soils standpoint, andothat you should be able to comfortably move ahead with the project, though a minimum amount of work should be done after the plat is approved. The purpose in waiting until after the plat is approved is, of course, to minimize your financial exposure until plat approval has been granted. If we can be of any assistance or clarify any point in the letter, please do not hesitate to contact us. Very sincerely, ALASKA TESTLAB U � a.,,, V - M aw Melvin R. Nichols, P.E. Laboratory Manager MRN/sgh Enclosure APPENDIX A `".ju ul n:,r: a erLvn_ ATIC710RAGE, AK. 99502 ,j44--1858 Greater Anc'^orage Area Borough Dept. of Environmental quality 3500 Tudor Road Anchorage, Alaska 99507 Attn. Mr. Rolf Strickland May 11: 1972 Subject- Chugach Park Estates, N -h 2TIZ- Sec 15 T15N RlW SM Soils Evaluation Gentlemen: On May 11,1972, four test holes were excavated on the subject property at the approxi -mate locations shown on the accompanying map. The results of these test holes are as follows: T.H. �l 0.0'-0.5' organic 0.5'-3..0' sandy silt topsoil ML 1.01°12.0' Gravel,.very clean with slight trace of silt GTI T.H. #2 0.01.- 1.3'Sandy silt topsoil with organic matter ML 1.31.L 10' Gravel, very clean GW T.H. r3 0.0' -0.7' Sandy silt topsoil IF/ organic ML .0.7'-2' Sandy silt ML 21— 10' Sand, very clean ,' minus SR T.H. ;t4 0' ® 1.5' Sandy silt w/ organic Lig 1.5' — 8' Gravelly Sand, very clean SW Approximate 1' of frost vus encountered in T.H. 7112. No water table or €2'ound water was encountered in any of the holos. Soils were v-isually classified and no siave analysis was made but it appears that there is les -x than 410 passing the X1200 mesh sieve, in the gravel and sand ss<^ipi.es. Please contact me if there are any questions. very Truly Yours, Marvin Bey "t P.E. cc boles Yullberg q•"'N k. wa.:.F ..,.h...i....... J A;r Rolf R. jtricllcland Greater anchorcr-a Area Boroiil-h Dcps.rtrt r_t o 1 iro:-e tai ;uQl�ty •j500 1!.tdor :toad .Qichora-P,, lila :: y j5�7 iiis': 50IL (;!)Pi )ITION Chugach Para: estates N , iir� ,sec 15, 115N, R1W, S.M, 1 The f01_O::ii:, is :i :C'ief de.^,crA-)i;IO.-j 17' ::O?1 conditions a.^ t:"1e1' relate t0 t', -r- L' C'v r l �'_' i7CE ^'l J i'vi£i011. after br eal-,-un and the frost lcav�- file f r0''rid lr:nre t It :7oles till. i.< t.^_ -en f or a better overall _picture Of the subsurface as it pertains to drainage and percolation. II.e sabdivisic!n i es le.iti7in "... ^erte i and unsorted drift of the Na*o- toun�; 1_ - b1 --clarion ...+' 'dliell foI•l -W ... deposits of advance outwasn, lateral and ground morraines, bitted outwash, and ice contacts of sand and. travel ... advarivc of the Ulisconsi'n age ..." (Dobrovolny and i:illor, 195`3) . !Actual field information was derived fro.n tl-:o visual sources: 1/ oven road out along north prou�erty line. 2/ existi_n- road cuts for access road through property to the north. Both sources show an orr.anici silt overburden of 12" to 21}." in depth l;nde It -in by mor: nine .^nd out;r:tslh deposits of .Tlacial till consisting of Sr n gre:voi, j;ravcl, and I-ravellir silt. rest hole deaths of all'revealed n - chance in the till strata. Perr.afrost conditions are not known to exist t:ithin the confines o:' the subdivision. `:-ould you require additional inforr.ation please do not hesitate to cont rce at —_I: 170 Registered band Slurve; 1331 1(tf•wRvacTf.nR"�`w.rA+y•su'+9� Mr Rolf R. Strickland Greater Anchorage Area Borough Dopartmr nt of L:ivironontal Quality 3500 Tudor Road Anchorage, Alaska 99507 Dear Mr. Strickland 1{.spa..-..... �r .«.......�.......... .. . .. .. ...: . -.. !y ? RE: SOIL CONDITION Chugach Park Estates N, PkE'�, Sea 15, T15N9 Rlw, S.M. The following is a brief description of soil conditions as they relate to the above referenced subdivision. After breakup and the frost leaves the ground more test holes will be taken for a better overall picture of the subsurface as it pertains to drainage and percolation. The subdivision lies within "... sorted and unsorted drift of the Nao. towne glaciation ..." which formed " ... deposits of advance outwash, lateral and ground morraines, pitted outwash, and ice contacts of sand and gravel advanve of the Wisconsin age ..." (Dobrovolny and Miller, 1959). Actual field information was derived from two visual sources: l/ open road cut along north property lin©. 2/ existing road cuts for access road through property to the north. Both sources show an organic/silt overburden of 12" to 24" in depth under. lain by morraine and outtrash deposits of glacial till consisting of sandy gravel, gravel, and gravelly silt. Test hole depths of all revealed no change in the till strata. Permafrost conditions are not known to exist within the confines of the subdivision. Should you require additional information please do not hesitate to contac me at 277-7622 EXT 17. Mil s� . Kulli�org Registered Land Surveye_ 1331 "1KULLBERG & :kSSOCI_tTEIS ` 80.i W-0•16 h1..�1"T ANCHORAGE t AL-tSKA 99502 I'll. 333-7632 June 24, 1974 Greater Anchorage Area Borough Dept. of Environmental •,uality 3500 Tudor Road Anchorage, Ala.�ka 99507 Attn : Mr. Rolf Strickland Subject : Peters Gate Subdivision Soilwa _ution Gentlemen . On June 1..4, 1974, five test holes were excavated on the subject property at the approximate locations shown on the accompanying plat. The results of these test holes are as shown below : 0 Test Hole No. Elevation Ft. Soil Type Drainage Characteristic 0.0 - 0.5 Organic topsoil 1 0.5 - 3.0 Brown sandy silt good 3.0 -13.0 Clean gravelly sand w/ cobbles 0.0 - 0.5 Organic topsoil jf2 0.5 - 3.5 Brown sandy silt good 3.5 -13.0 Clean sandy gravel w/ cobbles 0.0 - 0.5 Organic topsoil 0.5 - 2.0 Brown sandy silt i3 2.0 - 3.5 Gray silty sand good 3.5 -10.0 Clean sandy gravel w/ cobbles 0.0 - 0.5 Organic topsoil 0.5 - 3.0 Brown sandy silt #4 3.0 - 4.0 Gray silty sand good 4.0 -13.5 Clean gravelly sand w/ trace silt & w/ cobbles 0.0 - 0.5 Organic topsoil 0.5 - 2.0 Brown sandy silt #5 2.0 - 3.5 Gray silty sand fair -good 3.5 -12.0 Silty sand and gravel 12.0 -15.0 Gravelly sandy silt W/ cobbles June 24, 1974 All cut banks in the subdivision and the adjoining subdivision re- vealed no change in strata from that found in the test holes. No known permafrost exists within the confines of this subdivision. Ground water, was not encountered in the test holes, but sonic moisture was observed in the lower 12-15 feet of test hole No. 5, a day after excavation. Please contact us if there are any questions. OF Al '9J Sincere V" ,4.4 3 Kullber, p r ss c've:3,S �Of1W2 e.�00P ebp�. � a"sus.4 Ji >.ef•. n. �� P l` Tommy ��f��, }� �i � i; : ;'��-'a� �•�g� GREATER ANCHORAGE AP,_A BOROUGH DEPARTMENT OF ENVIRONMENTIAL QUALITY Case # 3330 "C" Street ANCHORAGE, ALASKA 99503 Performed For William Piatzek Dated Performed4, 972 Oct. 1 1 Legal Description: {tSFy }' Sect 10ii)i;�€>,ii'15g.R119.Sewarcl �"eridian This Form Reports Soils .Log X" Percolation Test - Soil Test Must'Be Logged To 4' Below Proposed Seepage System - Depth Feet Soil Characteristics 1 " •" ti Cverburden 2— /L NN q Inlet_' _-Depth to Bottom o� Pit or TrencF ' 3— ° • Scv • °' Gravelly Sarni 4— S j?;' : Coarse Clean -Sand 5— o 6— a �. o. Test Performed BYliar_old, Date ell graded clean ;ffravel 7W — . with thin scattered lenses 8 . p.a of coarse- grain sand — 9- l- 10- 10-11 11 d •�' 1Z— �tj . 73- 3-14—l5_Was 14- 15— WasGround Water Encountered? No beth ua e If Yes, At What Depth? S� 04 Reading Date Gross Time Net Time Depth to H2O Net Drnpi X_ Drain Field Depth of Inlet_' _-Depth to Bottom o� Pit or TrencF ' COMMCNTS : * —Frmct location of testhole to be provQded by landowner Hole No. 2 -- This soil wll require 92 sq. i;t, per b-edroom Test Performed BYliar_old, Date Certified Rv:. 1'- fjC� lhg"g. EeoZo�ist Date :p l- S W p' i s e beth ua e d4 ectionp Reading Date Gross Time Net Time Depth to H2O Net Drnpi X_ Drain Field Depth of Inlet_' _-Depth to Bottom o� Pit or TrencF ' COMMCNTS : * —Frmct location of testhole to be Proposed Installation: Seepagr: Pit X_ Drain Field Depth of Inlet_' _-Depth to Bottom o� Pit or TrencF ' COMMCNTS : * —Frmct location of testhole to be provQded by landowner Hole No. 2 -- This soil wll require 92 sq. i;t, per b-edroom Test Performed BYliar_old, Date Certified Rv:. 1'- fjC� lhg"g. EeoZo�ist Date :p l- GREATER ANCHORAGE AREA BOROUGH DEPARTMENT OF ENfIPONNENTAL QUALITY Case # 3330 "C Street ANCHORAGE, ALASKA 995D3 Performed Foryiilliam Platzek Dated Performedoct. 14,1972 g p S%� �i; : - X 'S XLW"dvY. � TE5N7R1W,Sei7ard t.eridiarr. Legal Descri tion: ix�t 4 w ec.lo This Form Reports Soils Log X Percolation Test - Soil Test Must Be Logged To 4' Below Proposed Seepage System - Depth Feet Soil Characteristics 1 Gross Time Net Time Overburden - 2— ', o 3- -4---G 4 —CT /r Well graded gravel 5— o o ', with clean coarse sand & 6-- , 0 scattered cobbles 8— ��.0 9— e ° (fTv 110— 12- 2-13-14--15—Was 13- 14- 15— WasGround Water Encountered?hTo) If Yes, At What Depth? _ t Reading Date Gross Time Net Time Depth to H2O Net Drop Percolation Rate Mi nuL'e Proposed Installation: Scepav, Pit X Drain Field Depth of Inlet_ _ _Depth to 2ottom o Pit or Trench— COMI'ENTS: * Exact location' of testhole to be provided by landoerner Hole No..3- R_—ai= Requires 85 sq. ft. per - bedroom. Test Performed BY Harold Ride/ Jr.-- _— Date Certif;Pd R�✓� rE g°b.�cologis —� Date" ':ov. 39 ly7' GREATER ANCHORAGE APEA BOROUGH DEPARTMENT OF ENVLRONMENTAL QUALITY Case # 3330 "C Street — �. ANCHORAGE, ALASKA 99503 4. Performed For.7illiam Platzek Dated Performed Oct.1491972 Legal_ Description: L SE4 ec.10 , s i Q T15N,Rl17,Sewa eridiarr; This Form Reports Soils -Log x Percolation Test Soil Test Must Be Logged To 4' Below Proposed Seepage System - Depth Feet Soil Characteristics N Overburden 2•- N N N N N 3 — -- — 4— Clays with Sand 5•— — b— Coarse grained sand & 8— o gravel( very clean.) 10-- 11-- °; o 12- 3 2— o. 14- �. ,j: o Was Ground Water Encountered? - yeS; Source was surzace runoff. If Yes, At What Depth? 1/010 —1-1 Reading Date ...,Gross Time Net Time Depth to H2O Net Drop Percolation trate Minute Proposed Installation: Seepago Pit '% Drain Field Depth of Inlet __Depth to Bottom of Pit or Trench___ COMMENTS: Exact location of testhole to be provided by landowner TTA 1 a 1Fnn rp-qui-e4 151- b�c1r_om ' v Test Performed BY 11a_r_cld__Eide,_Jr,_^^_ Date C.ej ied Qv .Eng�F;. 0eologiat Dc1te GRE:.fER ANCHORAGE AREA BOROUGH DEPApTMENT OF ENVIRONMENTAL QUALITY Case # 3330 "C" Street ANCHORAGE, ALASKA 99503 Performed For william Platzek Dated Performed Oct -14, 1972 Legal Description: ciSE' Da._lac:cSect. 10tub:d--vtw :uiT15N. R11S.Seward Meridian This Form Reports Soils Log x Percolation Test Soil Test Must Be Logged To 4' Beloai Proposed Seepage System - Depth FPPt Soil Characteristics ^j "' N I Overburdem •�o Dell graded gravel with abundant boulders and • clean coarse sand, oo o o CT o . o 0 n • Q , o ti`s 3 o v. Was Ground Water Encountered?� If Yes, At What Depth? ;_ I } Sl ne t el st 4 doutLJ Ii J_JJJ t �--�-JJJJJ JJ IJJ S1 ' Opp �J �� __j Reading Date Gross Time Net Time • I ' Depth to H2O Net Drop t --- i— ---�--- — J _-- Percolation Rate Mi'nuto r Proposed Installation: Seepagr, Pit- -X Drain Field Depth of Inlet Depth. to Bottom of Pit or Trench COMMENTS: # — Exact location. of testhole to be provided by landowner Hole i1o.5�tt7=es.s4�—i,_pex__bedrQom. Pp�/' � j Test Performed BYFjaUgl jid?3�zit-T- _Date Certified B�: I } Late • t GREATER ANCHORAGE AR!_A BOROUGH DEPARTMENT OF ENNIRONNENTAL QUALITY Case # 3330 11C" Street ANCHORAGE, ALASKA 9950 Performed For Viiiliam Platzek Dated Performed Oct, 14, 1972 Legal Description: L� SE-- &1:g-�.Sect.l 5tihi1l;ti/> C%fi T15NIRM Sewara eriaian This Form Reports Soils Log x Percolation Test_ Soil Test Must'Be Logged To 4' Below Proposed Seepage System - Depth Feet Soil Characteristics 1-- 2- 3- 4- 5- 6- 7- 8- 9- 10- 11- 12- 13- 14— •YA Na S� 0A _` v J Reading Date ev eu Net Dror Overburden N N N ° Sandy gravel and • o" e XW .o Coarse Sand 0 0 0 o ° • o Was Ground Water Encountered? If Yes, At What Depth? '.i . _t •YA Na S� 0A _` v J Reading Date Gross Time=�peth to H2O > Net Dror 6 6 1 1 V! Vb 1 V 11 11 u 1. C 11 U L •� Proposed Installation: Seepan-: Pit X Drain Field Depth of Inlet _Depth to Bottom o Pit or TrencH COMPENTS: #- Fzact-_location_of testhole to be Drovided by landovmer Fole ITo. 6- requires 8j so, i't. ger-UeTr-6ocn _—� `-- Test Performed BYE; �ld, FzLYn;i_,t___' Date Certified C , ! 1 Date :..J✓_^....s_ _1 �� GREATER ANCHORAGE AREA BOROUGH DEPAR.TMENT OF ENVIRONNENTAL QUALITY Case ii' 3330 "C" Street ANCHORAGE, ALASKA 99503 Performed For m6111am Platzek Dated Performedoct. 14, 1972 Legal Description: Lgpt SJa ''r`1VC�cSecti RlW, Seward Meridian This Form .Reports Soils Log X Percolation Test -Soil Test Must Be Logged To 4' Below Proposed Seepage System - Depth Feet Soil Characteristics N N "' Overburyerr N N N N ry • e °, Clean, coarse—grained o ' • gravelly sand -with •G° few scattered cobbles. o• Q ° ° .pie p v' 6 Was Ground Water Encountered?Ro If Yes, At What Depth? 0A 1 (�J Drai�s -io dor hw surly !� Reading Date Gross Time Net. Time Depth to H2O Net Drop Percolation Kate M�nu�e Proposed Installation: Secpagr: Pit -x' Drain Field Depth of Inlet _^;Depth to Bottom of -Pit or Trench— — COMPENTS: #— Exact location of te_stnole to be provided by landoemer ?ole No. 7_recuire�sc. ft. bedroom Test Performed BYP_.rald_Bide, Jr. -`--i�MDate Certified BY Geologist Date: ,/ 1 GREATER ANCHORAGE AREA BOROUGH DEPAMMENT OF ENVIRONMENTAL QUALITY Case # 3330 "C" Street ANCHORAGE, ALASKA 99503 Performed For William Platzek Dated Performed Oct. 28,1972 Legal Description: ±�atsEe -6dxuz:kSect.10 T15N,R1Z'I7Seivard Lerid.iarr This Form Reports Soils Log x Percolation Test --soil Test Must Be Logged To 4' Below Proposed Seepage System - Depth Feet Soil Characteristics as uroun Clay horizon Coarse grained gravelly sand with scattered cobbles th roughouot. Coarse grained sand layer. Corase grained gravelly sand with scattered . ater Encountered? IT' If Yes, At What Depth? T MWMIMM M ��M ERM Reading i I I Lj_Ll Rate Manu n Percolation SldlI pe t S ut vre'st �� MWMIMM M ��M ERM Reading Date `.,Gross Time Net Time Depth to H2O Net Drop Rate Manu n Percolation Proposed Installation: Seepagr: Pit. x Drain Field Depth of Inlet _—Depth to Bottom—of—Pit or Trench_ — COMMENTS:-"T^3caet location oh testhole to be provided by landavmer Ila_=q- ttz_.per_bcdrosar _ _ Test Performed BY II ro d Tide T [late Certified nY --hrq 66.013F;$ i -- Dater( / _�_� GREX-CiR ANCHORAGE AREA BOROUGH` DEPARTMENT OF ENMONN4 MTAL 'QUALITY Case # 3330 "C" Street ANCHORAGE, ALASKA 99503 Performed For William Platzek Dated Performed Oct. 2811972 Legal Description: �4LE• Dri &kSect.10 bi 3cs�i:wnT15T, RlW, Se.rard Meridiatr- This Form Reports Soils Log x Percolation Test - Soil Test Must Be Logged To 4' Below Proposed Seepage System - Depth Feet Soil Characteristirs Was Ground Water Encountered? No If Yes, At What Cep€h? app Reading, Date. Gross Time Net Time Deoth to H2O Net Drop -. e ..... .. ... .. .. ... .. - "' I "U L•� - - Proposed Installation: Seepc1gr, Pit IX Drain Field Depth of Irlet __Depth to Bottom-07—Pit or Trench-' COMPENTS: +�=� ,c j_ ation`of testhole to be provided by 1,Lndovmer _ �,n_. _ft .Tner bedroom Test Performed ByrarQld�Fide,.Jr. Certified —� Bvi _ Date. A N n N tJ Overburden ' o O; Sandy gravel with W./? scattered boulders throughout; very clean. o' ° • o . ° tt��TTT ° ' a o , o ° u ° o a Was Ground Water Encountered? No If Yes, At What Cep€h? app Reading, Date. Gross Time Net Time Deoth to H2O Net Drop -. e ..... .. ... .. .. ... .. - "' I "U L•� - - Proposed Installation: Seepc1gr, Pit IX Drain Field Depth of Irlet __Depth to Bottom-07—Pit or Trench-' COMPENTS: +�=� ,c j_ ation`of testhole to be provided by 1,Lndovmer _ �,n_. _ft .Tner bedroom Test Performed ByrarQld�Fide,.Jr. Certified —� Bvi _ Date. A GREATER ANCHORAGE AREA BOROUGH) DEPARTMENT OF ENV1RONIMENTAL QUALITY Case # 3330 "C" Street ANCHORAGE, ALASKA 99503 Performed For Ailliam Platzek Dated Performed Oct. 28,1973 Legal Description: L j_U_ ect.10 5_tibAiYA1A)= T15f�;RlY7, Sevrard i�eridiam This Form Reports Soils Log % Percolation Test - Soil Test Must Be Logged To 4' Below Proposed Seepage System - Depth Feet Soil Characteristics Overburden Sandy gravel with clean coarse graded sand few.sacattered cobbles. O o . G . o Was Ground Water Encountered? No If Yes, At What Dep _th? Reading Date `._,Gross Time Net Time Depth to H2O Net Dropi J-- 1 Percolation Rate 14inute f IS14-ne� -41 skut'_-;-e fof we t �ec�tiot I I I I Reading Date `._,Gross Time Net Time Depth to H2O Net Dropi J-- 1 Percolation Rate 14inute Proposed Installation: Serpagr: Pit- X Drain Field Depth of Inlet --Depth to Bottom of Pit or Trench COMPENTS: *—,E_ragt location of teothole to be -orovided. by dandownei ?sole r7o. 10 — eouise� 8� �- t�4Y biS -_ oI ------ Test Performed BY FTarg1d FFide, Jr Date Corti fled SY % —.hg ge—Psao [ate : 1 / i` / / a m b 0 FaF b rann":'�\ H t5 3 $ ON z" o 3 �➢c° a 9 'aaq a p .a L Oro Aq O OQS6i � 4tl�b O yam' y V oro�8o5 c E_ E9 Cc as 4 .. ' til I � s a /