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HomeMy WebLinkAboutS2257TH-10 10-2-75 -0.0' �I ORGANICS GRAVELLY SAND w/SOME SILT (sm) A �Q I :e 2.0.0' T.D, NO WATER TABLE Log represents location of Test Hole, Golden Hills Subdivision Lo_ t 5, Block 1 ��- Consultants InC.- ANCHORAGE PAIflBANKS ALASKA JUNEAU OATE 10-8-75 ISCAtE -I"=3' TOWN BY WED DOUG DICKINSON Golden Hills Subdivision Log of Test Hole ANCHORAGE, ALASKA CHKO BY t•TED PRa.No.551011 oWO NO.A-O2 TH-11 10-2-75 NO NATER TABLE Log represents location of Test Hole, Golden Hills Subdivision Lot 4, Block 1 Consultants ANCHORAGE PAIRBA Inc. `i NKS ALASKA JUNEAU DATE 10-8-75 (SCALE 1"=3' IDWN BY WrD 5.0' P) 7.0' Io.o' 20.0' T.D. DOUG DICKINSON Golden Hills Subdiv=ision Log of Test Hole ANCHORAGE, ALASKA CHKD BYWED PRo.,. NO. 551011 DWO NO. A -m ORGANICS ORGANIC SILT TRACE SAND e` GRAVELLY SAND SOME SILT (SM �,..: GRAVELLY SAPID TRACE SILT (S o: GRAVELLY SA14D SOME SILT (SM I -= SAND w/SOP[E SILT (SM) NO NATER TABLE Log represents location of Test Hole, Golden Hills Subdivision Lot 4, Block 1 Consultants ANCHORAGE PAIRBA Inc. `i NKS ALASKA JUNEAU DATE 10-8-75 (SCALE 1"=3' IDWN BY WrD 5.0' P) 7.0' Io.o' 20.0' T.D. DOUG DICKINSON Golden Hills Subdiv=ision Log of Test Hole ANCHORAGE, ALASKA CHKD BYWED PRo.,. NO. 551011 DWO NO. A -m ,l.Il_1 1 r ORGAN ICS I . )' SILT TP'v si: GRAVI?L7"i SAND WSOME STLl: (ST GF',AVBLLY SAND w/TRACE SLLT (SP) Loy represents LoraLion of 1e.3C llote, Goo -den H i1 is S Ibd Lvis ion Lot 7, Block Consultants Inc. y„ ANCHORAGE FAIR9AN#S GALASK A I No WATER TABLE JUNEAU CwrE LH -807 IsCALE 1" -1 1 1OWN or 5Fq IO"x_o BY ,,;_i.) PDX' T.D. LV,S' ni I �'SI' au T•` A[—A',, vA October AB, 1974 nVirotimomtril " uollv� 12-22057 - Gol&,,yi 1A111IF4 ., .0 "bolvAuton Thio ira . oportmont hap rftez,,iii cd adevinto solln lnfi�err iwtion. Vio north-vaor Ims snumOod till other requir mwents of thi%- ;Iopnrtmeut . We, would rom qual plat, nprRucy"ral . S I umeto V . Oeswnit Mmittwiml .9110AW o4r, Ron RolluniA v It % NT FlIn Nio.; 4-1 I.- ,rptol-Jwr 12, 19,13 11.0. Boy". 6081 Atwhorrqgo. A106hA 99503 SURJECT. GrAderl 'AMIS Subdivigtoll AU YOU RIWOW dVWJtJY 1.5, 1016, ltllvistns l mill logs rel,' ?€ fit '223 qiquare fi,,cit por 1i mire mt- abovo rmust r-11KO ihnvt, porroldion tn-9fin dorso. -,1111 a5sk that you umbuilt percolotion tiry;4a for tho n ost ef,ott throo tonthole!? OL 8 tmd 0). In kiddition 0 wo 1-411 liewd Lin r�ppxsopiirttoi tost loqc A o1st try. ,Wry lot In 1)" gwcm c14,'Agontod, foo w4votr; dtqpmol. Tbtfi Arora sbould bri dowoh.411 frr�uo n prqpo"jul tell kwation. Y.M% pfreetod '4111 be Int ?. lot 4 and lot 1. SincoMly . �%O/Itq 249 EAST 51ST AVENUE I P.O. BOX 0007 ANCHORAGE, ALASKA 99503 September 5, 1975 Greater Anchorage Area Borough Department of Environmental Quality 3330 C Street Anchorage, Alaska 99503 Attn: Mr. Rolf Stri-ckland TELEPHONE 907-2790403 1 TELEX 090-35419 R & M No. 557010 Re: Additional Test Holes, Golden Bills Subdivision Gentlemen: As per the request of Mr. Rolf Strickland of the D.E.Q., we have drilled 3 additional test holes in the proposed Golden Hills Subdivision. These additional holes are numbered 7, 8 and 9 and are located in the areas indicated by Mr. Strickland. I have enclosed two copies of the location map and boring logs for all nine holes for your use. Would you review this information and let us know if this is sufficient for your approval of this subdivision. I£ you have any questions or need any additional information please do not hesitate to let us know. Very truly yours, Ronald J. Reiland Senior Engineer xc: Doug Dickenson RJR/jw CF CI{IDI{AGIi CO'd`yilUFAN'I'`i, INC. Jt`"NI,%I- 249 EAST 51ST AVENUE I P.O. BOX 0007 ANCHORAGE, ALASKA 99503 September 5, 1975 Greater Anchorage Area Borough Department of Environmental Quality 3330 C Street Anchorage, Alaska 99503 Attn: Mr. Rolf Stri-ckland TELEPHONE 907-2790403 1 TELEX 090-35419 R & M No. 557010 Re: Additional Test Holes, Golden Bills Subdivision Gentlemen: As per the request of Mr. Rolf Strickland of the D.E.Q., we have drilled 3 additional test holes in the proposed Golden Hills Subdivision. These additional holes are numbered 7, 8 and 9 and are located in the areas indicated by Mr. Strickland. I have enclosed two copies of the location map and boring logs for all nine holes for your use. Would you review this information and let us know if this is sufficient for your approval of this subdivision. I£ you have any questions or need any additional information please do not hesitate to let us know. Very truly yours, Ronald J. Reiland Senior Engineer xc: Doug Dickenson RJR/jw FAIIABANKS J,� tDNSUI'd',"a[V'IS, INC. JUNEAU 249 EAST 51ST AVENUE o P.O. BOX 6087 • ANCHORAGE, ALASKA 99503 • TELEPHONE 907-279-0483 • TELP x 090--45419 February 27, 1975 Mr. Doug Dickinson Box 839 Anchorage, Alaska 99510 R-& M No. 551011 Re: Test Hole and Soil Log Report for Sanitary System, S.E. -4, Section 14 T12N-R3W S.M. Dear Mr. Dickinson: We are submitting herewith the test boring results and our comments regarding soil conditions encountered at the subject site. This investi- gation was performed in accordance with your request of February 20, 1975, and those procedures outlined in a letter dated September 17, 1974 by Mr. Rolf Strickland of the Greater Anchorage Department of Environmental Quality. A total of six test holes were put down within the subject site area for the purpose of defining general subsurface soil conditions for sanitary systems. Excavation was accomplished with an auger type drilling rig and the test holes were extended to a total depth of 20.0 feet below ground surface. Samples were recovered from each of the test holes and retained for grain size analysis. The results of the grain size analysis are enclosed. The final logs prepared for the test holes has been included in Drawings B-01, 02, and 03. Ground water was not encountered in any of the test holes. We appreciate being given this opportunity to be of service to you. Should you have any questions with regard to the above, please do not hesitate to contact us. Very truly yours, R & M CONSULTANTS, INC. James W. Rooney Vice President JWR/nt Enclosure I re 'TY•�b�j^�•xmw..o !r�y� w'.""'.r"�!�' -;�` 1�1J;� w a -o 0 t- a LU HILLSIDE DRIVE - — —� STONYRIDGE DRIVE NOTE: Test Hole Locations Are Approximate. RC Enginaaring 6 Geological Consultants Inc. C ANCHORAGE FAIRBA NRS ALASKA JUNEAU DOUG DICKINSON PROP LOCATION DIAGRAM ANCHORAGE, ALASKA LA - 2/20/75 SCALE I"=200r Io��iv e•r p,H__--- ICr' �xo By W.E,L) IPr�oJ. No. 551011 lorva No. A-01 ...042273 ...a.:...._�G .»ON E)MO ilo« g ... N fOad _—_T ALl OXHO C�-lr AEI NMC)AIMW C -V A -W39 ,'V L f1VjNflf v)iSii-IV SHI: tl(32+I tlj 3`JV iIOHONV Dul stuo}Insuoo poiboi000 qGuiaeauiC>u� I i ftp i m, Co �y I N � D ri n LA \� m ` \z 2; u' � m Dj vLI i4V,�r,i .�nAnl(J!(%/CC: -n,d YnN.A ), NA\CJI _—_ YF✓ ,T__ J' i _ nH3 N(1f —v AS v1 v� SNNVGHl Vi 39VHGHIDNV 'auJ s�uD41nsuo,) looibo;oaE) +e 6ulaaoulbu�j I � I I i 1 I i 1 r I i y � i I O I� I I IT O f � N N G� T. H. 1 All grab samples Organic Material (PT) 0.0' 0.5' N Sandy Silt w/Trace Organics Brown, (ML) Silty Sand w/Some 2.0' °• ;•o Gravel (SM) Ao 1 3.0 , o 'n. Sandy Gravel w/Some l0 . .° Silt Brown (GM) : •, o o. o• 8.01 ,o 0 2 Silty Sand w/ Some Gravel Gray (GM SM) .o o' 20.0' T:. No Water Table T. H. 2 All grab samples 0.0' ).5' No Water Table el 20.0' T.D Doug Dickinson Property Log of Test Holes Anchorage, Alaska Engineering & Geological Consultants Inc. ANCHORAGE. FAIRBANKS ALASKA JUNEAU DATE 2-21-75 SCALE 1t, = 31DWN BY B-11-crlKo ©Y W.E.D. PROD. NO. 551 11_ OWO NO� 13-01 T. H. 3 All grab samples 0.0' NH Or anic Material (PT) 0.5' a'• Sandy Silt Tan, (ML) 1.0 o' 1 5 ndy Gravel w/Trace S It Gray, (GW GM) o, a 'G a ;o n *VY 0 4•! b'1 __ 8.0' 2 �ilty Sand w/Some Gravel (Si) No Water Table T.11. 4 All grab samples 7�7---- 0.0' w Organic Material (PT) _ 0.51 Sandy Silt w/Some Organics Brown, (ML) 2.0' ro' 1, 20.0' T.D2 1 Silty Sand 'v/Some Gravel, Gray (SM) 2 1 Silty Sand w/Trace 1 Gravel Gray, (SM) No Water Table 13.0' 20.0' T.D) Doug Dickinson Property Leg of Test Holes r• Anchorage, Alaska Engineering & Geological Consultants Inc. Zf 9NCHORAGF. FAIR 9 A N K s At_ASKA JUNEAU DOa' 2-27 CALCS ^ -- DWN F'Y H. 4.�.. D. 551n11 D`N ..> NO. 2-2'1-"l. 1 3 TcHKD sr r, RPOJ. No. B-02 Y.� e_ ._ J _�.e. 0. No Water Table T.11. 4 All grab samples 7�7---- 0.0' w Organic Material (PT) _ 0.51 Sandy Silt w/Some Organics Brown, (ML) 2.0' ro' 1, 20.0' T.D2 1 Silty Sand 'v/Some Gravel, Gray (SM) 2 1 Silty Sand w/Trace 1 Gravel Gray, (SM) No Water Table 13.0' 20.0' T.D) Doug Dickinson Property Leg of Test Holes r• Anchorage, Alaska Engineering & Geological Consultants Inc. Zf 9NCHORAGF. FAIR 9 A N K s At_ASKA JUNEAU DOa' 2-27 CALCS ^ -- DWN F'Y H. 4.�.. D. 551n11 D`N ..> NO. 2-2'1-"l. 1 3 TcHKD sr r, RPOJ. No. B-02 Y.� e_ ._ J _�.e. T.H.5 All grab samples 0.0` Organic Material (PT) 0.5` o Sandy Silt w/Trace Organics (ML) 1.01 1 Silty Sand w/Some Gravel Gray, (SM) Sandy Silt w/Trace Grave (14L) No Water. Table 13.0' T. H. 6 All grab samples _ 0.0` Organic Material (PT) 0.5' Sandy Silt (ML) 1.01 1 Silty Sand w/So Gravel Gray, SM) 11.0' (I2 Silty Sand w/Trace 1 Gravel Gray (SM) i L ' 20.0' T. D •..i 20.0' T.DI No Water Table Doug Dickinson Property Log of Test Moles Anchorage, Alaska R 'Engineering £i Geological Consultants Inc. ANCHORAGE FAIRBANKS ALASKA JUNEAU ["ATF 6__h-7 '1r 4 [ HW.I HY T3 A I CHKn MY f,7 V it I IR0.1_ wn SSI M O o Z m zc N 1 C. r ly r z r n FAA A y h u O�-un m n O O N < l N O < .0 In 'l r Percent Finer by Weight N W A N al --! OJ (D O O O O O O O O O O O O 0 0 O N 0 <r 0 0 0 a O (o co � O (-n A UI N p p, O O O O O O O O O Percent Coarser by Weight FAA n �� ��� ■E O (o co � O (-n A UI N p p, O O O O O O O O O Percent Coarser by Weight Zo-O Percent Finer by Weight O O, O O O O O O - O 0 0 C 6 ■■ n WA m .�. C�■ �■ � ■/�■■■� 1111 —■� %J. z ■ ■■ , O 1111 11 1 11 �1 n> 00 z i in ■ ■�■■� '^ c ■ ■■ ■■■ 1111111_11 .. .. zs �. 1_11_11_1_ IEEE■■ 11 1111 11 11 o O z z c (n t� j G r D z r �I _. z z o n C H G7 n H H NO En r H M Co H (n H O �C ti O O Di C zz ull 0 m v H O Z �o> 7] b b O H m O O z .i < M Z r+t O O Co un i r (Jt J J W 0111 N F-' t Zo-O Percent Finer by Weight O O, O O O O O O - O 0 0 C 6 -l p W N 00 p CoO O O O O O O O O Percent Coarser by Weight N N b ■■ WA ■ ■ C�■ �■ � ■/�■■■� 1111 —■� %J. ■ ■■ , , 1111 11 1 11 �1 ■ ■�■■� ■■ ■ ■■ ■■■ 1111111_11 .. .. .. �. 1_11_11_1_ IEEE■■ 11 1111 11 11 -l p W N 00 p CoO O O O O O O O O Percent Coarser by Weight N N b M Percent Finer by Weight {�- O — N C9 Ul N m 0 O ,� O O O O O O O O O O p _ o Oz OO O C O 6 U N Al v y U) p G7 O v 0 co w z n O pi O [D O C � G) N o D _ w 5y H V1 o e (7) C) N O H Ll m m z cHn —1-7 o bi Uj S ro ci Ll N H Z U) C) n — - C O P 1 I ul J O N m z 4� 0 m rn n O 7J 0 6 p ~ O a — — 0 U 0 D -u x7 ti O —I v » n N O 0 z N0 o< O O cD O m O -I O D> O O O O O p O v O u sy Percent Coarser by Weight U h� U G F� 0 I� �---------------_._ �_�. r r Percent Finer by Weight N W X, Cn fi N CO O O O O. O O O O O O O O p v 0 v Q V a a o' o - O (0 co N a) (.n ? W N O O O O O O O O O O O Percent Coarser by Weight J A . as a' 1111 ��ir ala-1aa ■ f• fA � a-a�:�a�:aa � � ■ �Ia� /■ ff�ff� 1 �� 111 I� �!• 1 ■aa ■ a■ ��a ■ ■a ■■ 11111111 fifr��f• ■■■■.■n na■ f• ■ it as �� ■a■a 11111 ��r�rir ■� ■� ■ o' o - O (0 co N a) (.n ? W N O O O O O O O O O O O Percent Coarser by Weight J A o� O Z L�TJ�7v' N H LTJ Jn d Z Ui �nas LLT] c3H W H M C C M Percent Finer by Weight N W 4p C7 m J W t0 O O O O O O O O O O O 0 iN m y 0 0 0 0 0 0 0 0 0 0 0 Percent Coarser by Weight 4 r I ■ ■ ■ ■ 0 0 0 0 0 0 0 0 0 0 0 Percent Coarser by Weight 4 T11-7 9-26-75 --- 0.0' ORGANICS TRACE SILT 1.5' i- i. i Uj SILTY SAM wISOME GRAVEL, j (SM) �I __- 18.0 o.i SILTY SAND w/TRACE GRAVEL (St1) NO WATER TABLE �c Consultants Inc. C q ANCHORAGE FAIRBANN5 ALASKA JUNEAU 20.0' T.D. Golden Hills Subdivision Log of Test Hole Anchorage, Alaska DATE 3-28-75 ISCALE. 111=j' ID`NN BY WED ICHKD BY LD IPROJ. NO. 551011 ILYIQ NO. A-01 --- 0.0' NO WATER TABLE R Consultants Inc. F ANCHORAGE FA1RaA NKe ALASKA JUNEAU M- ..._ --. - - �oArE 8-28-75 15CAL-E 1"=3' TOWN By WED L.0' 5,0' 12.0' 20.0' T.D. Golden hills Subdivision Log of Test Hole Anchorage, Alaska CHKD 9Y *YED IP14oi. t'i0:751011 Ir:vr., NO. A-02 ORGANICS SILT, SOLE SAM) o• SILTY SANDS w/SOfE GRAVEI. (SM) :. ,0 .o.' 2 t5 Q .O. SILTY SANDY GRAVEL (GM) O n-� :•tip d'o v .'_•, SIL TY SANDS SOME GPUVEL (` NO WATER TABLE R Consultants Inc. F ANCHORAGE FA1RaA NKe ALASKA JUNEAU M- ..._ --. - - �oArE 8-28-75 15CAL-E 1"=3' TOWN By WED L.0' 5,0' 12.0' 20.0' T.D. Golden hills Subdivision Log of Test Hole Anchorage, Alaska CHKD 9Y *YED IP14oi. t'i0:751011 Ir:vr., NO. A-02 TH-9� 8--26-77 51 ORGANICS .•O SILTY SANDS w/SO.IE GRAVEL (S11) iiji SILTY SANDY GRAVEL (GM)i 1 v ::a • o SILTY SANDS w/SO`IE GRAVEL (SM) NO WATER T'3LE 0.0' 1.0' 6,0' 9W Golden Hills Subdivision Consultants Inc. — Log of Test Hole %M^ ANCHORAGE FAIR9ANKS %a Lp7 nJ{�A JUNEAU Anchorage, Alaska W Paul Carr AEQ Comments Page Three May 22, 1975 C. Those cases having neither public sewer or water: 29. 5-3700 Knik Heights 30. $3561 Eklutna Acres Subdivision Past approval was given. Plat still meets this Department's requirements. 31. 5-3699 Golden Hills Subdivision 32. S-3693 Lund Subdivision Soils tests to be run on each lot before final approval. 33. S-3694 robin Hill Subdivision Recommend soils test on each lot before final approval. 34. S-3677 Prospect Heights Subdivision 92 Recommend soils tests on each lot before final approval. 35. S-3678 Mountain Slopes Subdivision Soils tests have been run on each of the proposed lots except the large tract. The soils proved to be acceptable. A field chock of this area showed that the land was not as stoop as shown on the topography map provided. The well depth on Lot 4 has been reported to be thirty (30) feet deep with an adequate flow of water. 36. S-3679 Pox stun Estates Subdivision The soils provided are generally good and all were acceptable. Tests on each lot are required prior to final approval. 'rite sizes of the lots including easements and right- or -ways should be 1 1/4 acres. We have no information on water availability in this area and two (2) possibly three (3) wells should be drilled to show availability. 37. S-3680 Majestic Valley Subdivision Well information is needed to show water availability in the area. A field check of the proposed subdivision showed that the slope of the land was acceptable for installation of on-site sewer systems. The soils received were satisfactory, although the samples taken on Lot 11, Block 3 and n GREATU-R ANCHORAGE, AREA BOROUGH 104 West Northern Lights Boulevard Anchorage, Alaska 99503 S 257 Plat Status: Preliminary Date;,"YQ7111 BOROUGH: Engineer Hoalth Department �Nihc WAS boyartment Sand make Fire Department School District Street Namos Tax Assessor Alaska Department of Highways Alaska Railroad Anchorage Natural Gas Corp. Central Alaska Utilities Chugach Electric Association Re: Subdivision Description of property; See attached plat. Owner. Doug Dickinson Gentlemen: CITY OF ANCHORAGE: Piro Marshal Municipal Light & powor Dopartme"t Property Management OQJCej, Public Works Department Telephone Utility Traffic Engineer Water Utility CAB Tolocommunicatioas, Inc. Matanuska Electric Associatioll Matanuska Telephone Associatioij Assistant suporintowdont Oi rqZr Petition has been received by the Greater Anchorage Area Borough planning and Zoning Commission for the proposed subject proporty. Atta0cd is a copy of the proposed plat. in writing, specifying anm y casements Or other you please submit your corm rets "t Or agency may need. her requirements that your depart - If We do not hear from yon by 3/5/71 do not wish to submit anyco�nts we will assume that you If You have no further use for the attached print, please return it with YOM comments, Enclosure Planning Department fX7 x" ' Z m I m � T Q G / O o Y n Z TO D - \ O£ 4 a 3 O y`, • O, 1 r m oP3- .1.\� H s t " 414 m-� O m 9} 3 m N G 04 E 534 80' DEED) i� y --_---- --_-_ --__. N0°OI R' 53980 oc 6 i�`-- (44437.)...g881. ._._.._-.. ___. 15264. __._A_; IJI _¢-10335. J D �... 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