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HomeMy WebLinkAboutUPPER EAGLE RIVER ESTATES BLK 1 LT 4Upper Eagle River Estates Block 1 Lot 4 #050-781-05 Cerfifteb Orilltng Log by DOC CO. dba SULLIVAN WATER WELLS P.O. BOX 670272, CHUGIAK, ALASKA 99567 • TELEPHONE 688-2750 OWNER OF LAND: 1qC15Ljr,< ► t CAAoc% &9FI IrPJ ADDRESS: LEGAL DESCRIPTION: LW4-6 Ee45-4.d' 614474 Gr'r" P&k I 40-r!$ DATE: 4) / PERMIT NUMBER: D.OrJ d 1a Date of Issue—d -2-- 0 TAX IDENTIFICATION NUMBER:y To - -,IF/_ l� Is well located at approved permit location? Q-hfs' U No Method of Drilling: r rotary a cable tool Depth of well: 3 14 Casing Type 4LWall Thickness J5'0' inches Diameter 461 — inches, depth 3 7t feet Liner.Type: p'oG44 - - Casing Stickup Above Ground: a feet Static Water Level: 3 04 feet Recover Rate: 10 Qpm Method of Testing: A Well Intake Opening Type: '&dpen end U open hole J Screened; Start feet Stopped feet U Perforations Start �egt $lopped feet Grout Type:/3e=wi �'��T� Volume .?Q 04 S Depth: from Li feet, to 2 4 *' feet Well Disinfected Upon Completion? 4j -'re's U No ' d Method of Disinfection: OMsde' TO /�l0�' Comments: SBORE HOLE DATA DEPTH Fmm To R C,arr.-JG S 7-1e-KJP I U c'(V ri •P, -j e*J S117-1 69446-1- !i-/-, MM �R M✓c-G MM mm m-•• Sijf 694%IeG w�Cni3zi sT S/Ci 1 CcrfI 5/4,01 S rf �✓ � LAR l4 ., c.c 4 l.�-J bf ��� s / � 7 r ,5,4,JO- FT47� -- -- MM mm -m mm R C,arr.-JG S 7-1e-KJP I U c'(V ri •P, -j e*J S117-1 69446-1- !i-/-, Driller's Name / C� ATTENTION: It is the responsibility of the property owner to submit a copy of the well log to the proper authority. Municipality of Anchorage: Department of Health & Human Services and/or Department of Environmental Conservation. Matsu Borough: Department of Environmental Conservation. ��, o b5c. �R M✓c-G Sijf 694%IeG w�Cni3zi sT S/Ci 1 CcrfI 5/4,01 S rf �✓ � LAR l4 ., c.c 4 l.�-J bf ��� s / � 7 r ,5,4,JO- Driller's Name / C� ATTENTION: It is the responsibility of the property owner to submit a copy of the well log to the proper authority. Municipality of Anchorage: Department of Health & Human Services and/or Department of Environmental Conservation. Matsu Borough: Department of Environmental Conservation. MUNICIPALITY OFANCHORAGE Development Services Department On -Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WATER SUPPLY PERMIT Upgrade Permit Number: SW030026 Legal Description: UPPER EAGLE RIVER ESTATES BLK Design Engineer: 0000 None Required Owner Name: Robert G & Carolyn Clemens Owner Address: 9928 WREN LANE EAGLE RIVER, AK 99577-8763 Date Issued: Feb 20, 2003 Expiration Date: Feb 20, 2004 Parcel ID: 050-781-05 1 LT 4 Site Address: 009928 WREN LN Lot Size: 76230 SQ. FT. Total Bedrooms: 3 Permit Bedrooms: 3 This permit is for the construction of: ❑ Disposal Field ❑ Septic Tank ❑ Holding Tank ❑ Privy ❑✓ Private Well ❑ Water Storage All construction must be In accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska • Wastewater Disposal Regulations (18AAC72 ) and Drinking Water Regulations ( 18AAC80 ). 3, The engineer must notify DSD at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 ( 24 hours ). ( Not required for a Water Supply Permit only ). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. Received By: Issued By: Date: 3- 3-n 3 Date: 2 U 3 Municipality of Anchorage • Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ek.us (907) 343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. ��� Permit Number SWO30026 Property owner(s) &44 (n _ t' _6a rz4,, n Jekt&txn S Day phone _ 4 f Y - ; -7 &, Mailing address (1) g97P) 1fft-nn Aa �i„irT , K. Mailing address (2) Zip Code 2jj�_ 7 % Legal description (Lot, Block & Sub'd.)rT_F-7; L. F s � % r,� Gl 13 K Legal description (Section, Township & Range) Lot Size_ cres THIS APPLICATION IS FOR: Number of Bedrooms _ 3 Sewer Only ❑ Well Only K Sewer and Well ❑ Water Storage ❑ Sewer Upgrade ❑ THIS PROPERTY CONTAINS: Hot Tub ❑ Jacuzzi ❑ Swimming Pool ❑ Water Softening Unit ❑ Therapy Pool ❑ I certify that the above information is correct. I further certify that this application is being made for a Single Family Dwelling and is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) Permit Fees: _ /,�, E7� Waiver Fees: Date of Payment: `2 /'7 Date of Payment: Receipt Number: Receipt Number: (Rev. 12/00) J % Sw 9 o fi It No. Page �- o(= Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 • Anchorage, Alaska 99519-6650 • Telephone: 343-4744 On -Site Wastewater Disposal System and/or Well Inspection Report Legal Description: /_"ty / G/400si G��� i2r.e. Ert. PID No.: es -'o - 797 i F l4(rL E iz I v �� 90A-0 300.21 ELEVATIONS (NOT TO SCALE) B 7cm CrrGGARAGE SIDING ASSUMED CLEV • 100.00' rn NCUNDCD CeIGINAL -+ GRCL'ND975, GRCUNO LCVCL LCVEL 96.1' 0 2'SOIL COVER 2' 35 PSI GVi Q 89.0' jl' SOOA KAL• ` _ -•- �. 95.3' INSULATIC>! _ ` 93.3' 87.0• 4.2' 10.1.0' !I LD 72-013 A (2/91) MOA 25 NTNG TIES OR TANKt '-H=22.6' '-I=28.1' -H=772' 'I=75.25' OR FIELD, 1-C=78.7' 1-D=115' 1-E=110.9' 9-C=67' 3-D=103' B -E=102' LOT 4 ewer/ z o r00 fV O7 I W co BURIED TANK = WELL PIPE I L y0�sf \�a 1000 GAL. t: GRAVEL! DRIVE EXISTING CONCRETE _ ..... _ SEPTIC ADD 500 GAL TANK I TANK I i 3034 ABANDONED F STING PIT ✓2% ._:... .. - - H A TH 30 �;„` G4A,4Ge f .7• G I e� 1 J RAVEL DRIVE © I /2%TT © 2 I REPLACEMENTH SITE .... ... SCALE: .1/27 ..... I ..-..- _60' 12% -------- -1” _ N69'S4'00'E_ 300.21 ELEVATIONS (NOT TO SCALE) B 7cm CrrGGARAGE SIDING ASSUMED CLEV • 100.00' rn NCUNDCD CeIGINAL -+ GRCL'ND975, GRCUNO LCVCL LCVEL 96.1' 0 2'SOIL COVER 2' 35 PSI GVi Q 89.0' jl' SOOA KAL• ` _ -•- �. 95.3' INSULATIC>! _ ` 93.3' 87.0• 4.2' 10.1.0' !I LD 72-013 A (2/91) MOA 25 NTNG TIES OR TANKt '-H=22.6' '-I=28.1' -H=772' 'I=75.25' OR FIELD, 1-C=78.7' 1-D=115' 1-E=110.9' 9-C=67' 3-D=103' B -E=102' Municipality of Anchorage Page of 2 - DEPARTMENT OF HEALTH AND HUMAN SERVICES DEPARTMENT ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 0 Anchorage, Alaska 99519-6650 • Telephone: 343-4744 On -Site Wastewater Disposal System and/or Well Inspection Report Permit Number: S A) 9 2 0051 PID Number: 05L7- ' a5 Name: Wastewater System: ❑ New P<Upgrade fi E.2 , C L M� Address: 9 / LN, ,12, V9 'J ABSORPTION FIELD Phone: G9ti 2 7C. No. of Bedrooms: 1 13 p Deep Trench ❑ Shallow Trench XBed ❑ Mound ❑ Other LEGAL DESCRIPTION Soil Rating: //� "T Total Depth from original/grade: to, GPD/Sq. Ft. Lot: Block: Subdivision: Depth to pipe bottom from original grade: 01 d Ft. Gravel depth beneath pipe r Ft. Township: Section: / Fill added above original grade: —019 Ft. Gravel length: Ft. WELL• �K"f s El New El Upgrade Gravel Aepfh: In 7D?N �� Numberpt lines: ,!f Dislancbetween lines: • Ft. Classification (Private, A,B,C): Total Dept - ase d To: Total absorption area: Pipe material: ASTM Ft. Ft. 1 /e SC. Ft. .3034 Driller: Date Drilled: Static Water Level: Installer: C' ANDCOz 014 RWOS• Date installed: Ft. Yield: Pump Set at: Casing Height Above Ground: - TAN f� K GPM Ft. Ft. SEPARATION DISTANCES ��// Xseptic ❑ Holding ❑ S.T.E.P. To septic Absorption Lift Holding P«Afie/Private Man uu aCturer: // /. 57'hV6 Capacity oOOgallons: / 5 �0 From Tank Field Station Tank Sewer Lines r//✓ a/ri Well /6 0 ' D / /Y1A /4/ /a %�} / Material: !'d//CXElr a EEL Number of Compan nis: D e or c sDrraCa Water l�///l N1A /t/ A N/A /V�,4 LIFT STATION Lot 5 r l' n 9 /A A, ^ p f 0 Size in gallons: Manufacturer. I A H Line / •`}' / /y /'/ /u 11 Foundation O , 7 /1 / V A /V A �/A "Pump on" level at: "Pump Vol at: High water alarm at: Curtain Drain %/ %t� A A� /Y /t/�4 �/ ! v 4 Pump Make&M Electrical inspections performed by: BENCH MARK Remarks: Location and Description: Z" 35 PS/ UP14 04/W a✓E/Z A07-IDA4 4of 641RA6L " / a C Assumed Elevation:/ /7 )_0 rr it %GNLr /.vr �GJ YGI Ji .+ r. IA. FL r.�"iNGINEER "EAL }; ` JT 4 l TG --A,- fo OD od i 4 NCo/ME£/2 `av Inspections performed by: Dates: 1s f /' 9z `5„�� .o Louis ne w,or„ , 2nd Department of Health and Human Services approval Reviewed and approved by: 12� Date: &--z- 72-013 (1/91) MOA 25 Permit No. rt1 92osv . Page Dl of -z Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 • Anchorage, Alaska 99519-6650 • Telephone: 343-4744 On -Site Wastewater Disposal System and/or Well Inspection Report Leaal Description: �of�/ ��� �%�e� �� �r Est" PID No.: oso ELEVATIONSDGTTG�' OF GARAGE SIDING (NOT TO SCALE) ASV soMEo ELEv moao•_.,, i_ 3 M GROUNDD ORIGINAL '1 GROUND975• GROUND 2 LEVEL -LEVEL 96.1' O � In 2' 35 PSI GWT R 69.0' SOOANKAL. 95.3' V 953' INSULATION �^'^ 12-013 A (2/91) MOA 25 FOR TANK. L -H L-7. FOR a, t ' C t =' �'0 6uwz A. 6u'ora CV -4136 �t1'�- C �EJR�IJF[SuIOF�'. LEM810 RAvQr Ensk( nxks serve Utz Louis Butera, P.E. Registered Civil Engineer April 29, 1992 Dan Roth Manager, On -Site Services Municipality of Anchorage P.O. Box 196650 Anchorage, AK 99519 Re: Upper Eagle River Estates, Lot 4, Block 1 Narrative - Revised design Dear Mr. Roth: We are requesting a modification on permit number SW920051, issued April 8, 1992, on the above referenced lot. We request a change from a drainfield design to a bed configuration. If you have any questions please call our office at 694-5195. Sincerely, Louis Butera, P.E. Rt -I °jai Nc 4PR 3 019 99 arch N44170/70 nage S . t'rCos P.O. Box 773294 • Eagle River, Alaska 99577 • Telephone (907) 694-5195 • Fax(907)694-3297 1 2 dd eD 3 " B 4 � 5 0 6 of 7 d G 8 9- 1011 10- 11 12- 13- 14- 15- 16- 17 21314151617 18 19 20 Tpl<i/ CGp Gem) COMMENTS .OF -'id T" 6Ev If WAS GROUND WATER ENCOUNTERED? YF_f IF YES, AT WHAT DEPTH? %. O Depth to Water Ater Monitoring? 7, 0 Date: Reading Date Gross Time Net Time Depth to Water ° t j'fi e Municipality of Anchorage y bra j DEPARTMENT OF HEALTH &HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 , ? o e°°nu°°e. ween 'YG cot•.'. a SOILS LOG — PERCOLATION TEST ...'"°•° m to touh A. Dutera a°. ` •��� •� CE -6736 • PERFORMED FOR: �le MrrioNf 8 Fop'°• •°°^�;P�.w,� DATE PERFORME6.%3k '�tj9 2/5-.2 uFjt� f4s 4 LEGAL DESCRIPTION: Gyf H tTk( ^4' gsf- Township, Range, Section: SLOPE SITE PLAN 1,4jwT,H,j 1 2 dd eD 3 " B 4 � 5 0 6 of 7 d G 8 9- 1011 10- 11 12- 13- 14- 15- 16- 17 21314151617 18 19 20 Tpl<i/ CGp Gem) COMMENTS .OF -'id T" 6Ev If WAS GROUND WATER ENCOUNTERED? YF_f IF YES, AT WHAT DEPTH? %. O Depth to Water Ater Monitoring? 7, 0 Date: Reading Date Gross Time Net Time Depth to Water Net Drop Sea sr 7j 5r3 PERCOLATION RATE 3' 6 (minutes/inch) PERC HOLE DIAMETER 6 « TEST RUN BETWEEN Z FT AND 3 FT PERFORMED BY: r"s I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 72-008 IRev. 4/85) NO KNOWN CURTAIN DRAINS NO SURFACE WATER SEPTIC SITE PLAN LEGAL: UPPER EAGLE RIVER EST. LOT 4 BLK 1 OWNER: ROBERT G. CLEMENS CONTRACTOR: ANDERSON BROS. JOB # 92-026 DATE: 04/29 921 SCALE 1"= 60' EAGLE RIVER ENGINEERING SERVICES P.O. Box, A - EAGLE RIVER, AK 99577 (907) 694-5195 FAX: (907) 694-3297 -7�1-0f TEST HOLE MONITOR TUBE SEWER CLEANOUT WELL PROPOSED LEACHFIELD EASEMENT EAGLE RIVER ENGINEERING SERVICES P. O. Box 773294 EAGLE RIVER, ALASKA 99577 Phone 694-5195 2 Peoaxrmu Dr.. caw.. Mao 0147. JOB LC/Jp G� 4�L¢ �l✓-L� G1T. 10 SHEET CALCULATED BY CHECKED BY .�y DATEy/'�-7 2 DATE SPECIFICATIONS FOR ON-SITE SEPTIC SYSTEM Revised 04/29/92 LEGAL: LOT 4, BLOCK I, UPPER EAGLE RIVER ESTATES A. GENERAL 1. The well and septic plan are for a single family residence only. 2. The drawing and or site plan shall be a part of this specification. 3. All materials and workmanship shall meet the Anchorage Department of Health and State Department of Environmental Conservation requirements. 4. All soil tests are advisory to the design and are to be verified or modified in the field by the engineer. 5. All excavations and depths are advisory and are to be verified or modified in the field by the contractor to meet Municipality of Anchorage, Department of Environmental Conservation requirements. 6. It is the responsibility of the owner to obtain all necessary permits or easements and to locate any adjacent multi -family wells. 7. The excavation is to be exactly in the area shown on the site plan, any deviation requires engineer approval. 8. It is always recommended that a surveyor locate the nearest lot line position and the location of any easements. B. BED 1. The bed is to follow the natural land contour to maintain uniform total depth of the drainfield bottom. 2. The bottom of the drainfield shall be level, plus or minus 1.5". 3. The total depth of the bed excavation is not to exceed 2' at any point. 4. The sewer line is to replace the existing sewer line that leads to the existing pit. The existing pit is to abandoned to code. 5. The bed gravel is to be covered with typar fabric material. 6. Soil or combination of soil and extruded board insulation to a depth of 3' or equivalent is to be placed over the leachfield. 7. The area over the bed is to be finish graded to prevent ponding of surface water runoff. 8. The septic tank and leachfield must not be closer than 100' to any existing private well, 150' to any Class "C" well, or 200 feet to any community well. RECOMMENDED LEACHFIELD DIMENSIONS: TOTAL DEPTH = 2' GRAVEL DEPTH = 6" below pipe BED LENGTH = 47' BED WIDTH = 24' SOIL RATING = 0.4 GPD/ft' BEDROOM CAPACITY = 3 SEPTIC TANK SIZE = 1,000 gallon existing concrete. NOTE: Mound excess soil V over bed. 2" 35 PSI burial foam over bed. Twenty-four (24) hours notice required for all inspections. PAGE 1 OF 1 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 ON-SITE WASTEWATER DISPOSAL SYSTEM (UPGRADE) PERMIT PERMIT NUMBER:SW920051 DATE ISSUED: 4/08/92 DESIGN ENGINEER:EAGLE RIVER ENGINEERING SERVICES EXPIRATION DATE: 4/08/93 OWNER NAME:CLEMENS ROBERT G & OWNER ADDRESS:9928 WREN LN EAGLE RIVER, ALASKA 99577 PARCEL ID:05078105 LEGAL DESCRIPTION: UPPER EAGLE RIVER ESTATES BLK 1 LT 4 LOT SIZE: 76230 (SQ. FT.) NUMBER OF BEDROOMS: 3 THIS PERMIT: 3 THIS PERMIT IS FOR THE CONTRUCTION OF: DISPOSAL FIELD SYSTEM ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH: 1. THE ATTACHED APPROVED DESIGN. 2. ALL REQUIREMENTS SPECIFIED IN ANCHORAGE MUNICIPAL CODE CHAPTERS 15.55 AND 15.65 AND THE STATE OF ALASKA WASTEWATER DISPOSAL REGULATIONS (18AAC72) AND DRINKING WATER REGULATIONS (18AAC80). 3. THE FOLLOWING SPECIAL PROVISIONS. SPECIAL PROVISIONS: RECEIVED BY: ISSUED BY L c? Z DATE: 0. '/� _ DATE • 4-0-72. SES Y, �,,a� %1 elAt AlLsh Rab(mc EnsWeenngg 5(e �Il(CQz Louis Butera, P.E. Registered Civil Engineer March 24, 1992 John Smith, P.E. Manager, On -Site Services Municipality of Anchorage P.O. Box 196650 Anchorage, AK 99519 Re: Upper Eagle River Estates, Lot 4, Block 1 Narrative Dear Mr. Smith, The proposed septic upgrade will have very limited impact on adjacent properties for the following reasons: 1. The area has large lots allowing sufficient room for septic sites. 2. Immediate neighboring septic systems are all +30' distance. 3. Reserve space is adequate, due to absorption capacity. 4. Drainage will not be effected and is not a major consideration in our design. If you have any questions please call our office at 694-5195. Sincerely, is Butera, P.E. P.O. Box 773294 • Eagle River, Alaska 99577 • Telephone (907) 6945195 • Fax (907) 694-3297 SPECIFICATIONS FOR ON-SITE SEPTIC SYSTEM LEGAL: LOT 4, BLOCK 1, UPPER EAGLE RIVER ESTATES A. GENERAL I. The well and septic plan are for a single family residence only. 2. The drawing and or site plan shall be a part of this specification. 3. All materials and workmanship shall meet the Anchorage Department of Health and State Department of Environmental Conservation requirements. 4. All soil tests are advisory to the design and are to be verified or modified in the field by the engineer. 5. All excavations and depths are advisory and are to be verified or modified in the field by the contractor to meet Municipality of Anchorage, Department of Environmental Conservation requirements. 6. It is the responsibility of the owner to obtain all necessary permits or easements and to locate any adjacent multi -family wells. 7. The excavation is to be exactly in the area shown on the site plan, any deviation requires engineer approval. 8. It is always recommended that a surveyor locate the nearest lot line position and the location of any easements. B. DRAINFIELD 1. The drainfield is to follow the natural land contour to maintain uniform total depth of the drainfield bottom. 2. The bottom of the drainfield shall be level, plus or minus 1.5". 3. The total depth of the drainfreld excavation is not to exceed 6' at any point. 4. The sewer line is to replace the existing sewer line that leads to the existing pit. The existing pit is to abandoned to code. 5. The drainfield gravel is to be covered with typar fabric material. 6. Soil or combination of soil and extruded board insulation to a depth of 3' or equivalent is to be placed over the leachfreld. 7. The area over the drainfield is to be finish graded to prevent ponding of surface water runoff. 8. The septic tank and leachfield must not be closer than 100' to any existing private well, 150' to any Class "C" well, or 200 feet to any community well. RECOMMENDED LEACHFIELD DIMENSIONS: TOTAL DEPTH = 6' GRAVEL DEPTH = 3.5' DRAINFIELD LENGTH = 81' DRAINFIELD WIDTH = 5' SOIL RATING = 0.6 GPD/ft2 BEDROOM CAPACITY = 3 SEPTIC TANK SIZE = 1,000 gallon existing concrete. NOTE: Mound excess soil 1' over field. Twenty-four (24) hours notice required for all inspections. NO KNOWN CURTAIN DRAINS NO SURFACE WATER SEPTIC SITE PLAN LEGAL: UPPER EAGLE RIVER EST. LOT 4 BLK 1 OWNER: ROBERT G. CLEMENS _CONTRACTOR: N/A JOB # 92-026 DATE: 03/23/92 SCALE 1"= TEST HOLE MONITOR TUBE SEWER CLEANOUT WELL PROPOSED LEACHFIELD EASEMENT pn t �aY 1r t 60 EAGLE RIVER ENGINEERING SERVICES P.O. Box 773294 ." `', EAGLE RIVER, AK 99577 �� � r` q �'- (907) 694-5995 FAX: (907) 694-3297 92-026 EAGLE RIVER JOBUpper Eagle River Est Lot 4, Blk 1 ENGINEERING SERVICES SHEET No. OF— P. O. Box 773294 L.B. 03/24/92 EAGLE RIVER, ALASKA 99577 CALCULATED By DATE Phone 694-5195 CHECKED BY DATE_ __.._ Calcs PA ' Minim. ciao,. a 01471. Municipality of Anchorage t DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG — PERCOLATION TEST PERFORMED FOR: R, /'elf ClG.'-e".r DATE LEGAL DESCRIPTION: L t y ,BIR/ !/PPC r Eagle /£ w Township Range Section: 7-11,1 /s' / 4,✓ re / 7 - —, te!r SLOPE SITE PLAN TH r I I I I 1I F I %bpsei/- ORGAN/G 1 .o .e 2- 3 3 4_ o' . a 5 0, 6 -- 7 a- 8 g Q, to- 12- 13- 14- 15- 16- 17 - 1 9 o 12 131415161719 �G /n) 'F /ry J:,—[y 6-r4 rei B/iWN WAS GROUND WATER CG'�"7) S'/hJ •�"`r ENCOUNTERED? NO w�y'4.�/ (yfey de✓/C IF YES, AT WHAT DEPTH? Oeplh Is Water Aller 2 Manllsrina7 N A Dale: 03 5 9 Reading Date Gross Time Net Time Depth to Water Net Drop S�sy 3 I6 5x m'.; 8X6 7 �6,. 20 Lj J 6 PERCOLATION RATE (i— (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN S FT AND FT COMMENTS O 6 6/00 A't PERFORMED BY: ERS cNl+r e e r,; �ERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: e -i/2 51/92 72-008 (Rev. 4/85) e Municipality of Anchorage •`Psi !. �:� °^$: DEPARTMENT OF HEALTH &HUMAN • t SERVICES '" " - ^'a59.'. -acv iJSeE ac m rY,V ®v• 825 "L" Street, Anchorage, Alaska 99502-0650 l " .t .•ISL RtiLSf aaflon^pauY ao�e^a• SOILS LOG — PERCOLATION TEST z' Louis A. Butero < t', a CE -4736 2, PERFORMED FOR: --LR, 6e/l C/G/a, <.-/J DATE LEGAL DESCRIPTION: L -t y B/H/ alp,-er rg�le ?.w Township, Range, Section: 7-1'/ „ie/ e, re 7 jy # y ✓ 1' -Tr SLOPE SITE PLAN F 1 %ppro;/- ORGAN/c LLL I 1 2 •, 3- 4 o� a 5 • 6 0. O � 7 8 9 Q, 10- 11 a 12 b —b 13 14 15 16 17 18 19 6-P) S44dy — 6...✓e./ CGm) F;J"3 sNdy 6-Y4,C 9,.,w Cpm S WAS GROUND WATER ENCOUNTERED? ND /✓/y, 4,a Grcy de.'✓e IF YES, AT WHAT A//q DEPTH? Depth to Water Aher Monitoring? NIA Date: 03/W9 9Ti 11 I Reading Date Gross Time ■■■■■■■HN■ Depth to Water Net Drop S✓A/t 3 /rr s1 :`d3 S `-/O %6 !f 11 I Reading Date Gross Time Net Time Depth to Water Net Drop S✓A/t 3 /rr s1 :`d3 S `-/O %6 !f .2: in /o r..,✓ 6�- i MI6 .S iV//6 "` 5" d: 30 20� 6•. PERCOLATION RATE -2-6 (minutes/inch) PERC HOLE DIAMETER n TEST RUN BETWEEN 'S FT AND 16 FT COMMENTS KeGG o.-. es�ef Sv.•/ r4" -''J —�5 !o PERFORMED BY: -bus %`' �'r✓C.,- <N7ir'e e e rN� 1. — CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: �3s�9Z 72-008 (Rev. 4/85)