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Home My WebLink AboutEATON PARK LT 9Eaton Park Lot 9 #051 - I 11 -77 Municipality of Anchorage Development Services Department - i Building Safety Division On -Site Water end Wastewater Program, 4700 Bragaw SL P.O. Box 196650 Anchorage, AK 99519-6650 Pagel of 2 www cl.anchorage.ek.us (907) 343.7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number. SWO50220 PID Number. 051-111.77 Nwo STRUCTION Wastewater System: ® New ❑ Upgrade 12130 REGENCY DRIVE R01 . EAGLE RIVER Aria.. ABSORPTION FIELD Ptwo N" of BiokOp1M D Doop Tmxh ® VWM Trwr D Bad D crow D Gorr LEGAL DESCRIPTION Sod Ra" 0.7 Taro.pnhoaaprWp.d 5.6 GPorFP Fl. 610UL ltt & txa,i : Dapin b Pp t~t Ran dgn.l Wvda Gn doper bar rape 9 EATON PARK 4.6 Ft. 1 Ft Towrlrp Rwpo is a Fe .ae.a.eov. urpn.l prow Gravel Lwpm 15N 1W 10 0.5 Fl. 60 Ft. Well: New ❑Upgrade crwv adel 15 or la Rvnww w. Dr ww.tr .« rr. 3 3 Fl. Ft Closwf 0al(P *. 1%B. C) Taal Deer. Cowab Total tlwrptw, ve, P"oillwiM PRIVATE 360 Fl. 143 FL 900 FP ASTM 3034 Dnw Dole Dara Stow Www 1. l L1•rpor Doll Yrrllaa BILL SULLIVAN 8/212005 1 165 FL L.H. CONSTRUCTION 1113/2007 Yra Pure a«.t C..«a trgv Anova Gana TANK 20 GPM 35U Ft. 2 FL SEPARATION DISTANCES ® septic ❑ Holding ❑ S.T.E.P. ❑ Other. To From Septet Tank Absorption Field Lilt Station Holding Tank lubliciPrivate Sewer Line 'd1'r ANCHORAGE TANK 'v 1250 Gr wap +100' +100' — — 425' Mal" STEEL t«me« a Cowpwtmwva 2 ara+ea Wotw +100' +100' — — LIFT STATION La Lew +5' +10' — — aa NO LIFT +5' +10' — — Pimp on row M 'Pu W io a al Hyn.w« Mwm M FwNMwn N h k +50' �C/^� +may' — — Pre Moko a Modol Elam" t"ap.cear Dorto ftwl h' Catrn Draw FIELD PERC. IN BOTTOM OF BED AT FAR END Of FIELD TO FIELD BENCH MARK Larauan wn Wwpual VERIFY PERCOLATION RATE TOP OF SONOTUSE AT DECK CORNER Er .Lm 100 FL e, [ Inspections performed by: CHRISTOPHER WOOD Dates: 1" 1113/2007 SF 2"d 1/13/2007V �P.• Development Services Department Approval ` Conditional Approval Date: -" CHRISTOPHERR.WDOD CE:103t7 Reviewed and approved by: Date: 3' 13-07 SSiONPt'GC� ' rtt.,• ows) Permit No. SW050220 Page 2 of 2 Municipality of Anchorage DEVELOPMENT SERVICES DEPARTMENT ON—SITE WATER & WASTEWATER PROGRAM 4700 SOUTH BRAGAW STREET P.O. BOX 196650, ANCHORAGE, AK 99519-6650 On—Site Wastewater Disposal System and/or Well Inspection Report Legal Description: EATON PARK LOT 9 051-111-77 15' X 60' 15' UTILITY EASEMENT �� •. ; , ' �1 1 15'X60'BED LOT 9 HOUSE LD PERC. K / / BOTTOM OF TRENCH O - CLEANOUT - WELL TOP OFONB STUBE AT BECK CORNER ELEVATIONS • - MONITOR TUBE ASSUMED ELEVATION - 100' � CNOT TO SCALE) ORIGINAL GROUND LEVEL AT, 99.1 r' 4' TANK 1250 GAL 95.9 90.6 94.5 MT-1 0.5' FILL MT -2 u � u y _95.7 4.3YPA E TH-1 94.5 NO i i.W.T. 93.5 83-61.1 BOTTOM OF T.H. SCALE V-30' I WELL -0- I 1/26/2007 ENGINEER'S SEAL 040000A F, pF A�:° �° •. CHRISTOPHER R. MV00: �'%• CE -10387 �Sa is HOUSE LD PERC. K / / BOTTOM OF TRENCH O - CLEANOUT - WELL TOP OFONB STUBE AT BECK CORNER ELEVATIONS • - MONITOR TUBE ASSUMED ELEVATION - 100' � CNOT TO SCALE) ORIGINAL GROUND LEVEL AT, 99.1 r' 4' TANK 1250 GAL 95.9 90.6 94.5 MT-1 0.5' FILL MT -2 u � u y _95.7 4.3YPA E TH-1 94.5 NO i i.W.T. 93.5 83-61.1 BOTTOM OF T.H. SCALE V-30' I WELL -0- I 1/26/2007 ENGINEER'S SEAL 040000A F, pF A�:° �° •. CHRISTOPHER R. MV00: �'%• CE -10387 �Sa EAGLE RIVER ENGINEERING ;!� 10421 VFW RD, SUITE 201 i C EAGLE RIVER, AK. 99577 0 (907) 694-5195 FAX: (907) 694-3297 %;:' SOILS LOG - PERCOLATION TEST I PERFORMED FOR: L.H. CONSTRUCTION DATE PERFORMED 1/13/2007 LEGAL DESCRIPTION: EATON PARK LOT 9 TEST HOLE N FIELD PERC SLOPE DEPTH ISI (FEET)I ` I •' ° WITH SANDY 2 :,o . 3 0 ..� CP, BROWN, MOIST 4 ,t. 8 7 e 9 10 11 12 13 14 15 18 17 18 19 21 WAS GROUND WATER ENCOUNTERED? NO A1,A.. i.V i.'..�. Vz.... ISTOPHER R. WOOD. CE -10387 �CF-ESStWNN 44' TOWNSHIP RANGE SECTION T14N. R1W SEC.16 SITE PLAN(NOT TO SCALE STH -1 I ppl -77 I I I I I I I I I I I I I I I I I I I I I I I I III 1 SEPTIC TANK RESERVE fit 15' X 60' BED FIELD PERC PERC TEST RESULTS READING DATE IGROSS TIME NET TIME DEPTH TO WATER NET DROP 1 2 3 PECOLATION RATE WAS FASTER THAN 1 MINUTE PER INCH 4 5 6 7 8 PERCOLATION RATE- >1 (MIWINCM PERC HOLE DIAMETER -6' TEST RUN BETWEEN 7.5 FT AND 8.5 FT COMMENTS- _EE110 PERCOLATION TEST IN BOTTOM OF EXCAVATION SOILS0 D 8 P PERCOLATION TEST BY: CHRISTOPHER WOOD I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE:ILLI.107— Cettitieb ;3iffittig log by DOC CO. dba SULLIVAN WATER WELLS P.O. BOX 670272, CHUGIAK, ALASKA 99567 *TELEPHONE 688-2759 OWNER OF LAND: L H G'u...,s ADDRESS: n) LEGAL DESCRIPTION: r. DATE: .f 4, 5 PERMIT NUMBER:c;LSr .22 0 Date of Issue -L-LLS TAX IDENTIFICATION NUMBER: Q51 -4-L-- _ 1 Is well located at approved permit location? Lrit< O No Method of Drilling: r rotary O cable tool Depth of well: 3 G O Casing Type 57,Fh c Wall Thickness ' a , inches r� Diameter 6 inches, depth y 3 feet Liner Type: ,✓j4, 4 Casing Stickup Above Ground: al feet Static Water Level: /M feet Recover Rate: V gpm Method of Testing: fl a-4 Well Intake Opening Type: O open end open hole O Screened; Start feet Stopped feet O Perforations Start feet Stopped feet Grout Type: �3c• T"''rt Volume /GVGr)J: Depth: from J feet, to feet Well Disinfected Upon Completion? 9 -ns O No Method of Disinfection: C Nz o fz,-%-k� ?r /PSA Comments: —I C.4 1, -u C. ,('- rc rJ D r S/lN0 rKA t7� ° C&WW4e-3 sra i Y Jlft.a/7 `i��.��✓t+c.. � SI.. � � Sh'•�O � rl�l ��L J &7'y' ''d c ti 6'4c&-• j Driller's Name 4Z .C.r ATTENTION: It 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 OF ANCHORAGE 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 WASTEWATER DISPOSAL SYSTEM PERMIT Renewal Permit Number: SWO60185 Legal Description: EATON PARK LOT 9 Design Engineer: 0009 A.W. Murrill Company, Inc. Owner Name: L.H. CONSTRUCTION Owner Address: 12130 REGENCY DRIVE #201 EAGLE RIVER. AK 99577 - Date Issued: Jun 28, 2006 Expiration Date: Jun 28, 2007 Parcel ID: 051-111-77 Site Address: 24456 REBECCA HILL CIRCLE Lot Size: 40364 SO. FT. Total Bedrooms: 4 Permit Bedrooms: 4 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. 5. The following special provisions. -THE UPPER SIX INCHES OF THE MOUND SYSTEM MUST CONSIST OF TOP SOIL AND THE MOUND MUST BE VEGETATED SUFFICIENTLY TO PREVENT EROSION. -AN ADDITIONAL TEST HOLE NEEDS TO BE COMPLETED DURING CONSTRUCTION AND SUBMITTED WITH THE AS -BUILT INSPECTION REPORT. Received By: Issued By: Date:/, -2Q—(l q Date: to Ly "b Parcel 1.1 Property Mailing Municipality of Anchorage Development Services Department j Building Safety Division On -Site Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsile (907)343-7904 ON-SITE SEPTICMELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING fFaD / E phone Site address(//��C �� ZipCode Legal description (Sub'd, Block & Lot) ga-'f� i `vyL At.? Legal description (Township, Section & Range) Lot Size t1b&/911 Sq. Ft. THIS APPLICATION IS FOR (®all that apply): Absorption Field ff Septic Tank Renewal Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage ❑ Number of Bedrooms 7' THIS APPLICATION IS AN: Code Initial ❑ Upgrade ❑ Renewal ❑ 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 authori{efagent) Permit/Rush Fees: Waiver Fees: Date of Payment: /Z�%b Date of Payment: Receipt Number: o�S�O� Receipt Number: (Rev. 11105) DZu Acipala%T of Anchorage e P.O. Bax 196C&) • A achoragc, Alaska 99519.0650 • Tcicphonc (907),043-M01 • rtLC (90i)1S.4fi"(NI ..t .7r 4700 nragaw Sircct • Anchorngc, Alaska 9974)7 uimnual.org Mayor Mark Begich I3uildIng Safct}• DIv3s10n 19 Jun 06 L.H. Construction 12130 Regency Drive #201 Eagle River, AK 99577 Subject: Expired On -Site Water and/or Wastewater Permit Permit Number: SWO50220 Legal Description: Eaton Park Lot 9 Dear L.H. Construction: An On -Site Water/Wastewater Permit, number S WO50220 issued by this office for a single-family system, will expire on 11 Jul 06. Permits are valid for 365 calendar days from date of issue. If this was a well permit and the well has been drilled, a well log must be sent to this office for documentation of the installation and to close the permit. If this permit was for a wastewater disposal system, an original as -built inspection report must be sent to this office for review, approval and documentation. This as -built inspection report must be signed by the licensed Professional Engineer who inspected the installation of the system. As -built inspection reports are required to be submitted within 30 days of the completion of the system. If no system was installed under this permit, and you are still planning to install a well or wastewater disposal system, a new permit must be obtained from this office. A one-time renewal fee for a second year may be issued for a $115.00 if the renewal application is received on or before the expiration date of the original permit. When applying for a new permit, the fees are $460.00 for a wastewater permit and $175.00 for a well permit. If you have any questions, please call this office at 343-7904. Sincerely, Daniel J. Roth , Program Manager On -Site Water and Wastewater Program Enc: Copy of permit Community, Security, Prosperity A.W. Mwritt Company_ CONSULTING ENGINEERS & TFsnNG 13810 Venus Way • Anchmaw, ALL%ka 99515 • Telet4 m e (907) 345-2737 • FAX (907) 345.3264 September 15, 2005 Municipality of Anchorage Department of Health & Human Services On -Site Services P.O. Box 196650 Anchorage, AK 99519-6650 ATTENTION: Mr. Joe Goodall Civil Engineer RE: Eaton Park Septic Systems Lot 10 NEI/4, T15N, RIV, Sec. 10, S.M., AK Chugiak, Alaska AWM Co. Job 05-394.14 Dear Mr. Goodall: We are in receipt of your telephone directive of August 31, 2005 (inspection letter request) and email of September 8, 2005 regarding the status of the septic designs on the referenced properties. This letter has been prepared in response to your determination. Mr. Ken Lang, R.L.S. the project survey and I made a site visit on Thursday evening September 8, 2005 to establish the exact locations of the septic systems designed for Lots 9, 10, and 11. These locations were surveyed as shown on our design documents. We have determined that the accepting soils used in our designs are in fact still in place. Soil percolation tests were done at depths of 4.5 to 3.5 feet and all resulted in a rate of less than one minute per inch. You will note that the proposed systems are located near the fronts of the lots at 9 and 10 (soil in place) and to the rear at Lot 11 where soil was removed (4 to 6 feet). The existing soil surface (sandy gravel) would be the approximate bottom of the sand filter bed where the percolation test was done. Similarly, the same condition at Lots 9 and 10 (excavated partially at 4 to 5 feet) exists. Septic systems had to be located in these areas due to slope conflicts in the rear of the properties and protective well radii. Septic locations are very limited and digging new lest holes will destroy additional septic area. Test pits for this work were dug to depths of 15 to 17 feet, no ground water or impermeable layers present. The well logs for Lot 9 and 10 shows sand /gravel to depths of 35 and 41 feet with static water levels at 185 and 175 feet, respectively. The Lot 11 well was drilled in 1965 with the current static water level at 173.6 feet. Geologically, the near surface soil at the lots is homogeneous and consistent over the first 35 feet with no groundwater or impermeable layers. Note aquifer testing was done in the subdivision developmentlapproval process for which the MOA has this documentation (Aquifer Test Report, dated April 4, 2005 by Anderson Engineering). The designed system locations will be re-established by surveyprior to construction. Construction of the piping Page 2 September 15, 2005 05-394.14 Eaton Park Lot 10 and beds will be difficult in that the upper 4 to 5 feet of backfill soil is gone. The sand filter can be placed directly on the natural sandy gravel and the total installation (piping, bed, tank) protected with a fine soil bedding/padding adequately compacted. Bed accepting soils will be verified and re -percolated if necessary and the whole backfilling operation closely scrutinized by our engineering staff. We understand that the contractor plans to use the sandy gravel embankment material in the rear of the properties for final grading to the required cover depths of our design. We hope that the foregoing will reverse your determination on the referenced septic systems. Please do not hesitate to call if you have any questions, or we can be of additional assistance in this matter. Sincerely, A.W. Murfrtt Company Allan W. Murfrtt, P.E. Registered Civil Engineer 4977-E Attachments: Well logs. Copy to: LEI Construction, Inc. MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water 6 Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM /WATER SUPPLY PERMIT Initial Permit Number: SWO50220 Legal Description: EATON PARK LOT 9 Design Engineer: 0009 A.W. Murfitt Company, Inc. Owner Name: L.H. CONSTRUCTION Owner Address: 12130 REGENCY DRIVE #201 EAGLE RIVER. AK 99577- Date Issued: Jul 11, 2005 Expiration Date: Jul 11, 2006 ParcelID: 051-111-77 Site Address: 24456 REBECCA HILL CIRCLE Lot Size: 40364 SQ. FT. Total Bedrooms: 4 Permit Bedrooms: 4 This permit is for the construction of: ❑,/ Disposal Field ❑✓ Septic Tank ❑ Holding Tank ❑ Privy Q Private Well ❑ Water Storage All construction must be in accordance with: 1. The attached approved design. 2. All requirements specked 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, seated, and heated to prevent freezing. 5. The following special provisions. -THE UPPER SIX INCHES OF THE MOUND SYSTEM MUST CONSIST OF TOP SOIL AND THE MOUND MUST BE VEGETATED SUFFICIENTLY TO PREVENT EROSION. -AN ADDITIONAL TEST HOLE NEEDS TO BE COMPLETED DURING CONSTRUCTION AND SUBMITTED WITH THE AS -BUILT INSPECTION REPORT. r Received By: Issued By: Date: % <;;�- Date: 1 tI o — \ Municipality of Anchorage • -�1 Development Services Department Building Safety Division Onsite Water and Wastewater Program 4700 Bragaw St. P.O. Box 196650 Anchorage, AK 995196650 www.ci.anchorage.ak.us (907)343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. ()57- ///-a? Permit Number SW Propertyowner(s) L, 14. ay phone 522- (6 !6 Mailing address /Z / Pc-) R44 f2rCy Ae &2e)l 41 f.Ak_Zip Code 4?S 7 7 Siteaddress 2�f�/Sti1P�6��a/�/// .:.0 ,�Ir'�/f{�1�ZipCode qQ 56 i Legal description (Lot, Block & Sub'd.) _Lo Le, {vN Age 1✓ S✓ J djur5rak-1� Legal description (Section, Township 8 Range) NC fyi 7l SN ;I?) t'✓r 5odrGo Io Lot Size Z1Q, 3G /i Acres/Sq.Ft. Number of Bedrooms THIS APPLICATION IS FOR: Sewer Only ❑ Well Only ❑ Sewer and Well E Water Storage ❑ Sewer Upgrade ❑ THIS PROPERTY CONTAINS: Hot Tub ❑ Jacuzzi gJ Swimming Pool ❑ Water Softening Unit ❑ Therapy Pool ❑ 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 ovAer or authorized agent) Permit/Rush Fees: Waiver Fees: Date of Payment: 2 — G - O Date of Payment: Receipt Number. S .2 % Receipt Number. (Rev. 09/04) A.W. Murfiitt Company_ CONSULTING ENGINEERS & TESTING 13810 Venus Way • Anchorage, Alaska 99515 • Telephone (907) 345-2737 • FAX (907) 345.3264 July 5, 2005 Municipality of Anchorage Department of Health & Human Services On -Site Services Section 4700 South Bragaw Street P.O. Box 196650 Anchorage, Alaska 99519-6650 ATTENTION: Mr. Jim Cross, P.E. RE: Septic System Design Four Bedroom, Single Family Dwelling Lot 9, Eaton Park Subdivision NE %a, T15N, RIW, Sec.10, S.M., AK. LH Construction, Inc. Chugiak, Alaska Our Job 05-394.14 Dear Mr. Cross: The referenced property represents an undeveloped 40,364 square foot parcel. The proposed four (4) bedroom, single family dwelling is shown on the attached site plan, Plate 2. Our design data is summarized in the following dialog. 1. SOILS: Attached is a copy of the soil log/percolation test data and Site Plan. The log documents a Sandy Gravel (GP) with Cobbles soil profile to a depth of 9 feet, and then a Silty, Sandy Gravel (GP -GM) with Cobbles to a depth of 15.5 feet below the ground surface. No water table was encountered with monitoring through 9/28/04. The receiving soil has a percolation rate less than one (1) minute per inch. A filter sand is required to slow the absorption rate. 2. BED DRAIN FIELD DESIGN: a. Percolation Rate: greater than 1 minute per inch with filter sand (CPP Palmer, T & J Services Wasilla). b. Allowable application Rate: 0.7 gallons/day/R.2 c. Number of Bedrooms: 4. Page 2 July 5, 2005 Lot Eaton Park 05-394.14 d. Design Flow: 600 gallons per day (at 150gallons/bedroom). e. Minimum Absorption Area: 858 s.f. f. Maximum Total Depth (below original grade): 8.0 ft. (4'— 2" cover, 1.0 R. sewer rock, 2.0 feet filter sand). g. Width: 15 R. h. Minimum Length: 60 feet. i. Effective Absorption Area = 900 s.f. 3. SURFACE WATERS: There are no surface waters within 300 feet of the proposed septic system. There are no streams or drainages on the property. 4. TOPOGRAPHY: The septic site slopes to the north at 3 to 5, percent. No 25% slopes exceeding in the immediate area. 5. IMPACTS: On the basis of our site visit and the available site information, there are no current well and septic developments within 100 feet of this system. Accordingly, there will be no adverse impacts on adjacent wells or septic systems of adjacent lots when built as designed. 6. WELL and SEPTIC INSTALLATION: The well installation is to be installed by a certified well driller. The septic system designed herein shall be constructed in accordance with the most recent AMC 15.65 by an approved septic system installer. The installations shall be completed in accordance with the requirements of the On Site Well and Septic Permits. The overall Eaton Park development plan has already been submitted to DHHS but a copy is attached for information. Page 3 Lot 9 Eaton Park July 5, 2005 05-394.14 Please call our office at 345-2737 if you have any questions or need additional information. Sincerely, A.W. Murfitt Company / ,* 49�+ -'A Allan W. Murfitt, P.E. Allan VV. Registered Civil Engineer 4977-E s„ ,,ri ,r COPY TO: LH Construction, Inc. Mr. Mike Irving -E ATTACHMENTS: Percolation Test Report, Bed Drain Field Design Plate 1 and Site Plan Plate 2. Municipality of Anchorage .(ENGINEER'S SEAL);. r ^ T Development Services Department Building Safety Division y1 On -Site Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 995198650 vAvw muni. omlonsila :.: Alic:a LS. •',,0;;, (907) 343.7904 Y� ';: N -7, ±- Soils Log - Percolation Test Performed For. Thomas Development, Inc. Dale Performed: 9/182004 Legal Description: Lot 9, Eaton Park Subdivision Townahip, Range, Section: NEI/4. Scc. 10. TI5N, RI W, S.M., AK Slope Site Plan Depth Cobbles Cobbles WAS GROUND WATER ENCOUNTERED? No s 1 IF YES. AT WHAT DEPTH? L brown, moist Depth to Water After a Mono ing? No Water a 12• Dale: 928/04 13• i1 14- r ) 15- 16- oral Depth 15.5' 17 o Water 16 19- CAT 235C backhoe 20 - COMMENTS Reeding Date Gross Time Net Time Depth to Water Net Drop 6" 9/18/04 3:05 pm 0 0" :07 prn 2 min 6e 6" 9/18/04 3:07 pm 0 0." 3:09 pm 2 min 6" •-•---w• �+�•�� - lmmuuvmcn) PERG HOLE DIAMETER O"" TEST RUN BETWEEN 4.5 FT AND 5 FT PERFORMED BY: Russell Ilepner, E.I.T. I Allan W. Murfitt CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: Seq. 18, 2004 *5 -5 MONITOR TUBE FILTER TT BUILDING I FOUNDATION CO 4- PVC (D3034) SLOPE 114 INCH 5' MIN PER FT. MIN. 1 O NEW 1250 -GAL 2COMPARTMENT STEEL SEPTIC O TANK T 5' MIN I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I TEST PIT CLEANOUTS (TYP) PLAN 15'x 60' BED N. SYMMETRIC ABOUT C.L. F2' BOTH ENDS MOUND BACKFILL TO DRAIN SEPTIC ROCK PER MOA SPEC.'S 4' SWEEP CLEENDUTS WITH CAPS. 4' MIN r I _ IL-4' PERF. PIPE 6' 1 FT. FILTER SAND BED 2 PT PER MOA SPEC. S 1.5 FT. TYPICAL 4' SWEEP CO TOWARDS TANK 4" MT MIDDLE OF FIELD. PERFS. IN SEPTIC ROCK SOLID SECTION ABOVE. 4"x 56' PERF. PIPES LAID LEVEL 4 PIPES AT 4 -FT CENTERS. A. W. Murfitt Com No GW To 15.5' BED SECTION N. . Notes: 1. No neighboring wells or bodies of water are located within 100' of this proposed system. 2. On -lot well to be 100' min. away from system. 3. System 10' min. from property line set back. 4. All pipe is 4" PVC (ASTM D-3034) with 4" perforated PVC used In the wide drainfield. 5. All distances shown on the above drawing are minimum for construction of the septic system. 6. Insulation required with 4' or less cover. 7. System to be installed by MOA certified Installer. 8. Two (2) inspections are required by a Registered Civil Engineer. 9. No driveways on / over septic system. 10. 0.93 acre site undeveloped. UIL AV OFqtgs��♦ ALLAN W. MUffFlvf� #'P'%�C477 0106 �• • 14N, ♦1 L H Construction, Inc. Septic PLATE Lot 9, Eaton Park Subdivision Chugiak, AK Jul 11 05 10:25a Allan Murfitt 907 345 3264 P.1 Consulting Engineers and Testing A.W. Murfitt Compa_y 13810 Venus Way • Anchorage, Alaska 99515 Telephone: (907) 345.2737 • Fax: (907) 345-3264 • Cell: (907) 227-9999 FAX TRANSMITTAL FORM To: MOA, Dcparanmt of licalth & Human Services Fax Number. 249-7847 ATTN: Mr. Joe Goodall Date: July 11, 2005 RE: Lot 9, Eaton Park Subdivision Numbers of Pages Including This Sheet: 2 Hardcopy To Fallow This Fax: ® Yes ❑ No Comments: Here is the revised site plan for the proposed septic system on Lot 9, Eaton Park Subdivision. A hard copy of the site plan will follow by mail. From: Russell Hepner, E.I.T. Please Confirm Receipt of Fax by Telephone or Return Fax Jul 11 05 10:25a Allan Murfitt Ktt5LtXJ HILL CIRCLE —(A Mm- TDPOP AoctP_ C 907 345 3264 � wo Lot 101,3 r N RESERVE or m 4 1 m J YI Iz a 10 15' T&E P EASEMENT S B9 54'S8'W 228.47' 50 Tract 3 - OUR MOUNTAIN Sly B L O C K NOTE: SEE ENGINEERS PLANS FOR LOCATION OF WELL AND SEPTIC. 15' T&E AND GAS EASEMENT SS yts;J�s Lot 8 Pl.s �•s �M1bll to 4 s.f. P C 0 ' N k.\Jb 3W 5 P•2 'k+T s/Sxo� R .n (TCfv-&L)_ v". ii�, HOUSE DETAIL SCALE- 1' v 30' LEGEND 300.4 EXtSTiNG ELEVATION 301.0 PROPOSED ELEVATION SURFACE DRAINAGE LOT COVERAGE = 7.25 J2EQ;o �o+� Rs��dE 'PLOT PLAN x AS BUILT _ SCALE -1L---W GRID NW 1361 Project No. 05-094 Lang & Associates, Inc. 11500 Daryl Avenue. Anchorage. Alaska 99515-3049 (907 522-6476 Phone Registered Land Surveyors (907; 522-4625 Fax kglanglsOobska.net / JelanglsOalaska.n•t ��•,...... s 1 hereby ow itty thal 1 have surveyed the following described property: Lot 9. EATON PARK SUBDMSION off; ggjH y Anchorage Recording District. Alaska. and that the Improwmuds situated thereon are 0 *.:....... . within the property lines and do not encroach onto the properly adjacent thereto, that : no Improvements on the property lying adjacent thereto encroach on the surveyed pnmisss and that there are no roadways, transmission lines or other visible G.' easemerds on said property except as Indicated hereon. ••O+ •• D gt• Q LS -5202 1� Doted this the V Day of TJ•+u' Raos at Anchorage, Alaska Q 1, •...-----••''• _ v0 R is the rssponallAy of the owner to determine the existence of any eossmerds. covenants, or rsstrkMom which do not appear on the recorded subdivision plot. 2 REBECCA u HILL P CIRCLE Mm- TofoF: 4, A�c►P_ 'o0 4ry5.8_ L-32. m I Q A 10 N N u O N r•1 {;E SE0.VE o tr 10' 15' T&E \ EMENT S 15' T&E AND GAS EASEMENT '. 3.3' CART Lot 8 b1� b \ Cq►rwc.m 1n..5oo F.F. w•%%--$ .. 228.47' s.f. l _ 5,� OUR MOUNTAINroct 3 SUBDIVISIO B L O C KV' �'..RF A, NOTE: - .... .=. f SEE ENGINEERS PLANS FOR LOCATION ,;,Allan W. IM OF WELL AND SEPTIC. X`11 NO 4977-I ' ST op '. 3.3' CART b1� b J9.3 ' o11.7' VCCK 65.5 En O o g C) s • N 4'O 173' 223' 23.3' n COVERED PORCH HOUSE DETAIL SCALE. 1' 30' v qr LEGEND !' 300.4 EXISTING ELEVATION 301.0 PROPOSED ELEVATION — SURFACE DRAINAGE fi t LOT COVERAGE - 7.2% PLOT PLAN X AS BUILT _ SCALE _IL— 50'-7Wff YtMI.1361V projod No, 05-094 Lang & Associates, Ind. 11500 Daryl Avenue. Anchorage, Alaska 99515-3049 Registered Land Surveyors (907) 522-6476 Phan. 9 y (907) 522-4625 Fax kglonglsAalaeka.nef / jelonglaftlasko.net . OF .. I hereby certify that I have su veyed the following described property Lot 9. EATON PARK SUBDIVISION �.' 4918 5 Anchorage Reeordkq District. Alaska. ord that the Improvennrlts shualed thereon are ........ within the property lines and do not encroach onto the property adjacent thereto, that no Improvements on the property lying adjacent thersto encroach on lite surveyed -?d . promises and that there are roadways. lronsrrllssion Rhes or other weservhible ',Rn KENNETH G. ml}s on said property except an as Irldiooled hre eon. LS 202 Dated this the 21St Day of Tv►er . ZooS - at Anchorage. Alaska „•••.... •' n 11 is theresponsibility of the owner to detormIns the existence of any easements. � — of �Yr \----I---------I I \---------- T0C)0 C) I \ -=0 � lu , 1 1-- \ `'4 \ \` fat ! 1 nl f� i N NCyl CO J M 04 D /' 1 D I w �i Ei m I I � s I m n 1 1 i ai O C 1 z L4 i 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.ak.us (907)343-7904 ON-SITE SEWERMELL SUBMITTAL COMMENT SHEET To: ALLAN MURFITT Legal description: EATON LOT 9 The attached paperwork has been reviewed and is being returned for the following reasons: ❑ Original signature or stamp missing on ❑ Calculation error in design. ❑ Additional soils information needed. ❑ Water monitoring results inadequate. ❑ Discrepancy in information submitted. ❑ Topographic information missing or inadequate. ❑ Incomplete; missing _. ❑ Incomplete; missing ❑ Additional adequacy test information needed. ❑ Water sample unacceptable. ❑ Measured/proposed distances/dimensions missing. ❑ Locations of all soils, percolation and water monitoring tests not shown. ❑ Proposed system too deep for soils information submitted. ❑ Well log required. ❑ Omission in narrative. ❑ Insufficient fill over tank or field._ ® Other. PROPOSED RESERVE LEACH FIELD T00 CLOSE TO PROPOSED PRIMARY FIELD. ALSO PROPOSED RESERVE FIELD LOCATED IN AREA OF SEPTIC TANK. Name of reviewer: JOE GOODALL Date: 7/11/2005 Please supply the necessary information and re -submit your request. LEAVE THIS FORM ATTACHED TO THE PAPERWORK Municipality of Anchorage On -Site Water & Wastewater Program (907) 343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL Parcel I.D. 051-111-77 Expiration Date: 1. GENERAL INFORMATION Complete legal description EATON PARK LOT 9 Location (site address) Current Property owner(s) Mailing address Real Estate Agent 24456 REBECCA HILLS CIRCLE KAST, TIMOTHY & KEESHA Day phone (702)882-0349 AUDREY 2. TYPE OF DWELLING: ® Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 4. TYPE OF WATER SUPPLY: Individual Well Individual Water Storage Community Class Well Public Water System WaivenVariance request for: n Received by: 4 Day phone 622-3344 USITTAL 1 ,,AUG 15 2014 COSA to be released to the engineer, unless otherwise requested by the engineer. COSA Fee $'JZ� Date of Payment Receipt Number Gcf5 l �p G COSA# Date: 4 ? 1 Waiver Fee $ Date of Paymen Receipt Number Waiver # Distance: — TYPE OF WASTEWATER DISPOSAL: Individual On site ❑ Individual Holding tank ❑ ❑ Community On-site ❑ ❑ Public Sewer ❑ COSA to be released to the engineer, unless otherwise requested by the engineer. COSA Fee $'JZ� Date of Payment Receipt Number Gcf5 l �p G COSA# Date: 4 ? 1 Waiver Fee $ Date of Paymen Receipt Number Waiver # Distance: — 5. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, 1 verify that my investigation, based on procedures outlined in the Certificate of On -Site Systems Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate for the number of bedrooms and type of structure indicated herein. l further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. Name of Firm GARNESS ENGINEERING GROUP, Ltd. Address 3701 E. TUDOR ROAD, SUITE 101 * ANCHORAGE, AK 99507 Engineer's Printed Name JEFFREY A. GARNESS, P.E. Engineer's Comments: In conducting this evaluation, GEG, LtD. attempted to provide a thorough, conscientious engineering analysis of the system in accordance with ADEC and MOA DSD Guidelines & Regulations. The reported results described the performance of the system under the conditions encountered at the time of the test, and separation distances measured to readily identifiable features. The operational life of all wells and septic systems depend on the local soils condition, groundwater levels that may fluctuate during the year, and the water usage of the family being served by the system. These conditions are outside the control of the evaluator of the system. Satisfactory test results do not guarantee future performance of the system, nor do they guarantee that there are no hidden defects or encroachments. GEG, LTD. can therefore not provide any warranty or future estimate of how long the system will continue to meet the operational requirements of the ADEC or MOA DSD. The content of this report is for the sole benefit of the owner listed above. Any reliance upon or use of this report by any other person or party is not authorized, nor will it confer any legal tight whatsoever. 6. DSD SIGNATURE System #1 Approved for System #2 Approved for Disapproved. Conditional approval for Phone 337-6179 Date OF $/ _ J ffr A. Garr'pssf P, of essl00—t bedrooms. bedrooms. '�� { OF�iar'i bedrooms, with the following stipulationsWATER ASD c c� WASTE�yATER o - a Original Certificate Date: S '.�Z d _ l The Munich'patiif or Anchorage Develop, emt Services Division (DSD) issues Certificates of On -Site Systems Approval (COSA) based only upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 7. ATTCHMENTS: COSA Checklist Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other (Rev. 11105) If more than 1 septic system is on the lot: COSA Checklist # _of_ Structure served by this system Certificate of On -Site Systems Approval Checklist Legal Description: EATON PARK; LOT 9 A. WELL DATA Parcel ID: 051-111 —77 Well type PRIVATE If A, B, or C provide PWSID# N/A Well Log (Y/N) YES Date completed 8/2/2005 Sanitary seal (Y/N) YES Wires properly protected (Y/N) �YES Total depth 360 ft. Cased to 143 ft. Casing height (above ground) 18+ in. FROM WELL LOG AT INSPECTION Date of test 08/02/2005 7/30/14 Static water level 185 ft. 152 ft. Well production 20 g.p.m, 3.4+ g.p.m. WATER SAMPLE RESULTS: Coliform .C90 colonies/100 ml., Nitrate ND mg./L. Collected by: GEG. Ltd. Arsenic: No ug./L. Date of sample: 07/30/14 B. SEPTIC/HOLDING TANK DATA Tank Type/Material SEPTIC/STEEL Date installed 1/13/2007 Tank size 1250 gal. Number of Compartments 2 Cleanouts (Y/N) YES Foundation cleanout (Y/N) YES Depression over tank (Y/N) NO High water alarm (Y/N) N/A Date of pumping $ b /4 Pumper '!� 11" ilv'' Ar --In C. ABSORPTION FIELD DATA *BELOW EXISTING GRADE Date installed 1/13/2007 Soil rating (g.p.d./ft2or /bdrm 0.7 System type BED Length 60 ft. Width 15 ft. Gravel below pipe 1 ft. Total depth *5.89 ft. Eff. absorption area 900 ft2 Monitoring tube YES Depression over field NO Date of adequacy test 7/30/14 Results (Pass/Fail) PASS For 4 bedrooms Fluid depth in absorption field before test DRY in. Water added 1 11 173gal. New depth DRY in. Elapsed Time: 0 min. Final fluid depth DRY in. Absorption rate >= 450+ g.p,d, Any rejuvenation treatment (past 12 mo.) (YIN & type) NONE If yes, give date — D. LIFT STATION Date installed Size in gallons Manhole/Access (YM "Pump on" level at in. "Pump off' at High water alarm level Cycles tested Meets alarm & circuit requirements? E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lift station on lot 100'+ On adjacent lots 100'+ Absorption field on lot 100 + On adjacent lots 100'+ Public sewer main N/A Sewer /septic service line 25'+ Animal containment areas 50'+ Public sewer manhole/cleanout N/A Holding tank N/A Manure/animal excrete storage areas 100'+ SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation 5'+ Property line 5'+ Absorption field 5'+ Water main N/A Water service line 10'+ Surface water 100'+ Wells on adjacent lots 100'+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line 10'+ " Building foundation 10'+_ Water main N/A Water service line 10'+ Surface water 1001+ Driveway, parking/vehicle storage 10'+ Curtain drain NONE KNOWN Wells on adjacent lots 100'+ F. COMMENTS G. ENGINEER'S CERTIFICATION 1 certify that I have determined through field inspections and review of Municipal records that the above systems are in conformance with MOA COSA guidelines in effect on this date. Engineer's Printed Name JEFFREY A. GARNESS Date (a% IsL-14 " (Rev. 11/05) 7u�e C� Municipality of Anchorage • Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907)343-7904 �" f=,',10710ERTIFICATE OF ON-SITE SYSTEMS APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. 051-111 -77 1. GENERAL INFORMATION Complete legal descripti Location (site address) t „a COSA # DI /,O51 Expiration Date: — / 3 - O 7 Current Property owners) _L. W. Ion61rue4;on Day phone Mailing address Lending agency Mailing address Real Estate Agent Mailing Address Unless otherwise requested, COSH will be held by DSD for pickup. Day phone Day phone 2. NUMBER OF BEDROOMS: N 3. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well ® Individual On-site Individual Water Storage ❑ Individual Holding Tank ❑ Community Class Well ❑ Community On-site ❑ Public Water System ❑ Public Sewer ❑ The Municipality of Anchorage Development Services Department (DSD) Issues Certificates bf On -Site Systems Approval (COSA) based only upon the representations given in paragraph 4 by an independent professional civil engineer registered in the State of Alaska. Certificates of Onsite Systems Approval are required for the transfer of title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or water supply system. DSD also Issues COSAs upon request to homeowners. Certificates of On -Site Systems Approval are valid for 90 days from the date of Issue for properties served by a private or Class C well and may be reissued with new water sample results. (Certificates may be reissued for a period of up to one year with valid water samples.) Certificates are valid for one year for properties served by Class A or B wells or a public water system. The Municipality of Anchorage Is not responsible for errors or omissions in the professional engineers work. 4. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, 1 verify that my Investigation, based on procedures outlined In the Certificate of On -Site Systems Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system Is (are) safe, functional and adequate for the number of bedrooms and type of structure Indicated herein. I further verify that based on the Information obtained from the Municipality of Anchorage files and from my Investigation and Inspection, the on-site water supply and/or wastewater disposal system is(are) In compliance with all applicable Municipal and State codes, ordinances, and regulations In effect at the time of installation. Name of Firm aleAvver ; erg SeN ce3 Phone 6q1i-5195- Address 1021 VFO (Q Ste got KL•ver,AA - 99577 Engineer's Printed Name 640-4 Date A) 1 5. DSD SIGNATURE s MiR15TOPHERRWOOD Approved for � bedrooms. CE 10381 Disapproved.'vi xK �;• Conditional approval for bedrooms, with the following stipulations: Attachments: COSA Checklist X Septic System Advisory Well Flow Advisory Nitrate Advisory Arsenic Advisory Maintenance Agreements Supplemental Engineer's Report Other By Original Certificate Date: -3 3 - o_7 (Rev. 11M) Municipality of Anchorage • Development Services Department Building Safety Division On -Site Water & Wastewater Program 4700 Bragaw Street P.O. Box 198850 Anchorage, AK 99519-6650 www.muni.org/onsite (907)343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST Legal Description:._ a- 4imn perk LQ Parcel ID: O✓6/- ///-%7 A. WELL DATA Well type jLVnEe If A, B, or C provide PWSID # Date completed „A/o57 Sanitary seal 6YN))6Z� Total depth 3L0 ft. Cased to I Y3 ft. FROM WELL LOG Date of test o� Static water level Well production ',LD g.p.m WATER SAMPLE RESULTS: Coliform colonies/100 mL Arsenic: mgfl B. SEPTIC/HOLDING TANK DATA Nitrate -AL mg/L Date of sample: _�IY07 Well Log®N) #< Wires properly protected (9N) �'T""— Casing height (above ground) 2,Li_in. AT INSPECTION LW � ft. g.p.m. Other bacteria I colonies/100 mL Collected by. 6k r,,t s Lyao l Tank Type/Material 5 r_aff c k e ( Date installed 1413107 Tank size 12 5o gal. Number of Compartments -,I-- Cleanouts ( 1) _ y e s Foundation cleanout &) 4r..5 Depression over tank (Ye .,,Q High water alarm (YO n o Date of pumping Pumper _ .✓/A C. ABSORPTION FIELD DATA Date Installed Y(3 f o7 Soil rating (g.p.d./ft2 origin) 0.7 System type (3ep Length 60 —ft. Width LS ft. Gravel below pipe t 1 ft. Total depth _L_ ft. Eff. absorption area I! ft2 Monitoring tube Je5 Depression over field Date of adequacy test A'ivr�rl r,.� t ;0+1 Results Fail) q&z T For, bedrooms Fluid depth in absorption field before test � In. Water added gal. New depth In. Elapsed Time: 4 min. Final fluid depth 4- In. Absorption rate >= 2M g.p.d. Any rejuvenation treatment (past 12 mo.) (YO& type) _41ons_ ItA&uj v1 If yes, give date :!44-*_ D. LIFT STATION Date instal; Size in 'Pum n' Ievei at_ in. 'Pump 7um Cycl4. E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lift station on lot } 1001 Absorption field on lot +- I OOt Public sewer main 00, Sewer /septic service line Animal containment areas + (UO t Manhole/Access(Y/N in. High water alarm vel at Meets alarm Ycircuit requirements? On adjacent lots r ( 001 On adjacent lots ;' (C)o' Public sewer manhole/cleanout + COt Holding tank +75' Manure/animal excrete storage areas + 100 SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation +5' 1 Property line 4-V Absorption field k t Water main '1" 101 Water service line 1 O t Surface water + lao t Wells on adjacent lots 4" CXR I SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line -1" 101 Building foundation +"101 Water main - 101 1 Water Service line 41 Surfacewater + t (ti REBECCI CA HILL -g CIRCLE R-50.00' L-32.18' SEPTIC CLEANOUTS __ 811 Lot 10 °D U o — SEPTIC -- CLEANOUTS -15' T&E EASEMENT -------L---------- 15' T&E AND GAS n EASEMENT , WELL Lot 9 I – 40,364 91. 1 Lot 8 ---S 89*34%T W 2.28 7' T7a 3 OUR MOUNTAIN S9Q VISION 3.0' cmve'po" B L 0 C K �1— HOUSE DETAIL SCALE: 1' - 30' Is TWO STORY WOOD FRAME RESIDENCE 2.0' ry PLOT PLAN — AS BUILT X SCALE 10-50' :GRID NW 1361 Project No. 45-095 Lang & Associates, Inc. ' 11500 Daryl Avenue, Anchorage, Alaska 907) 522-5475 Phone Registered Land Surveyors 907) 522-4625 Fax . klilangle0alasko.net / jolongis0aloska.net JIF 1 hersby certify that I have surveyed the following described property: 1.e• x 5.3' CANT 2.0' CANT es' ■ 20.0' DECK 99515-3049 .............. �n Let.,9. EATON PARK SUBDIVISION (I'LAT—.005'S2� Uj: 49�y Anchorage Recording Oishlcf, Alaska, and that the Improvements situated thereon an .................... within the properly lines and do not encroach onto the property adjacent thereto, that w** no Improvements on the properly lying adjacent thereto encroach on the surveyed1. premises and that there aro no roadways, transmission lines or other visible KENNETH C� easements on sold property except as Indicated hereon. Dated this thsTl¢ ! Day of . leO _ of Anchorage. Alaska 25 OZ N Is the responsibility of the owner to determine the existence of any easements, covenants, or resMoMons which do not appear on the recorded subdivision plat. PWSID Remarks: Released Allowable Prep Analysis Parameter Results PQL Units Method Limits Date Date Init Bacteria 108, No Coll 92228 01/17/07 01/17/07 dpt Nitrate Arsenic ND 0.10 mg/L EPA 300.0 10.00 01/16/07 01/18/07 ids ND 5.00 ug/l. 200.8 10.00 01/24107 0125/07 tk SGS Environmental Services Inc _.SGS'_ 200 W. Potter Drive Anchorage, AK 99518 Tel: (907) 562-2343 Fax: (907) 561-5301 SGS Ref. #: 1070264 All dates/Umes are Alaska Standard Time Client Name: Eagle River Engineering Services Printed DataMme: 01125107 16:00 Project Name: Eaton Park, L9 Collected Dat&Mme: 01/17/07 14:00 Client Sample ID: Eaton Park, L9 Received DateMme:. 01/17/07 16:10 Matrix Drinking Water Technical Director. Stephen-JE06 PWSID Remarks: Released Allowable Prep Analysis Parameter Results PQL Units Method Limits Date Date Init Bacteria 108, No Coll 92228 01/17/07 01/17/07 dpt Nitrate Arsenic ND 0.10 mg/L EPA 300.0 10.00 01/16/07 01/18/07 ids ND 5.00 ug/l. 200.8 10.00 01/24107 0125/07 tk