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Home My WebLink AboutROSEBERRY RIDGE ESTATES BLK 2 LT 5P-osebery Ridge Estates Block 2 Lot 5 #050-315-19 Municipality of Anchorage Development Services Department Building Safety Division � On -Site Water 8 Wastewater Program, 4700 Bragaw, St. —`, P.O. Box 196650 Anchorage. AK 99519-6650 www.ci.anchorege.ak.us (907) 343-7904 Page 1 of 3 On -Site Wastewater Disposal System and/or Well Inspection Report Permit Number. SWO7O269 PID Number. 050-315-19 NaTe' LEROY ALDERMAN Wastewater System: ■ New 0 Upgrade Y Address: PO BOX 670045 a CHUGIAK, AK 99567 ABSORPTION FIELD Phone: No. of Bedrooms: (907) 223-8100 6 O Deep Trench ■Shallow Trench D Bed O wound OOlher LEGAL DESCRIPTION sa Rating: 1.2 Taa Depth f 9 MAXI wD/5,. FL fl. Block: Lot: subdivision: Depth to pipe baton frau odginif grad.. Gro..l depth beach pipe: 2 5 ROSEBERRY RIDGE SEE DWG. re. 4.04 n. Township: Range: Section: — — — rep ridded above spiral prose: Grmwl Nngth: 80 (2 ® 40) SEE DWG. FL rt Greta wish: NurMer a N.:aw w«ww-- wne: WELL: ■ New I] Upgrade 5 rL 2 10 n CamrKaan PrNgte, A9.G: Tota Depth: Cooed Ta.(BEDRpCe) Totol obe«ption aria: I pipe eativio: PRIVATE 300 43 800 3034/ F-810 n rt so. rLID DnINr. SULLIVAN WATER WELLS DateDdIMd: 2/25/200 stock 7; Lwa: 29 kuf~ SOUTHFORK CONSTRUCTION Dale WtalMd: 10/16-18/2007 n Y'eld 2.5 pump Set M: zs3 Co" Nw0t Move Greta: 2 TANK Gp„ R FL SEPARATION DISTANCES ■Septic 0Holding 0S.T.E.P. 0Other* To Septic Absorption Lift HoldingbrK/PrWate Ibnoc .. uf TANK cap«dr in paeoro. 2000 From Tank Field Station Tank strew LinesANCHORAGE Well 100'+ too'+ — — 25'+ "w"': STEEL N«^^« of wmpanm.e .. 2 Surface water 100'+ 100'+ — — — LIFT STATION Lot Una 5'+ 10'+ — — — Sir. N goeoes, Wnaaaunn an level riL ump off a: Npn writ« alarm a: Foundation 5'+ 10'+ — — — vamp Naw I. ENatrka Mpptkne p«forn id W. Curtain Drain NONE KNOWN BENCH MARK Remarks: Lecotion and D.Aptkn: BOTTOM OF TANK ,.vaned Elevabee: 90.39 FL ENGINEER' SEAL Inspections performed by: GEG, Ltd. Dates: 1st 10/8/2007 oQo O 2nd 10/9/2007 3rd 10/10/2007 0 .... qs��0� 0 _ Development Services Department Approval p°..� Conditional approval: Date: • • • • •0 �O m J f rey arness. 7 53 rip �4p0�,re••.r3�1 S�O y.••�cq�o Date: profess%D^ Reviewed and approved by: �4OOop0o (Rev. 4/0e) PERMIT NUMBER: SW070269 - ASBU T DRAWING PARCEL ID NUMBER: 050-315-19 /ALTLERN A BNEW DRAINFIELDS FCO 3.86 49.87 5rtE UIRE • ST1 27.61 54.86 ADVANCED TREATMENT .� + C04••�::?•'.%•. C :...•Y .w' ii.. 5T2 30.80 41.50 MT c02MT ,=,• .,.;:; ...•;. DBL1 32.00 39.26 I 1 TH/I DBL2 32.42 38.48.... FS • ' ' � •: C01 37.39 34.38 u CO2 67.13 20.36 �I 20 BEDROOM : •.• •• •.r HOUSE ;;.=:: ;:.; CO3 50.48 42.58 L2 DBL2 DBL �' •:''+; ";` C04 77.33 35.48 NEW 2000 G4LLON':•1. ST2 FCO ;' i+.�:; - -- FS 56.37 18.04 SEPTIC TANK STt MTl 36.61 33.29 A MT2 66.06 20.99 ,,•'•��•' MT3 49.53 40.66 / MT4 76.86 36.82 �L \ \ I �� ! •:';. EXISTING WELL 4-10 ROSESERRY RIDGE ESTATES. �CE LOT 2. BLOCK t \� IN, N -l" GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS --- -- -- -,- •.s 3A1 L 7 0. 101 • AmooDwAL m a 7 • m (a07),W7 m • 74r (a01),W-aiM . YOsrr[: �gmrm mjbwe am NWA aur[ PREPARED FOR: PHONE NUMBER: PAGE NUMBER: LEROY ALDERMAN 223-8100 2 OF 3 LEGAL DESCRIPTION: DRAWN BY: ROSESERRY RIDGE ESTATES BLOCK 2. LOT 5 A.J.G. TYPE OF WORK: DATE' ASBUILT DRAWING 3/2/2009 (Rev 01105) PERMITNUMBER: AS—BUILT DRAWING PARCEL ID NUMBER: SW0 SW070269 050-315-19 TOP OF TANK AT INLET - 95.27 FINAL GRADE 100.37+ n ---Ir L4 TOP OF TANK AT OUTLET - 95.21 INVERT OF PIPE 93.36 INVERT OF PIPE 92.66 TRENCH 89.33BOTTOM TRENCH - 88.62 'RELATIVE BOTTOM HOLE ELEVATION - 82.33 GARNGSS ENGINEERING GROUP, Ltd. • CONSULTANTS 3 GENERAL CONTRACTORS••-- •---- �•'••^•"•' .. ........ ......••• JA1 C luooll NW. T•R ww1 . n (W7)337 -•I" • FM PREPARED FOR: PHONE NUMBER: PACE NUL40ER: A. GO n05..' LEROY ALDERMAN 907-223-8100 3 OF 3 Cy LEGAL DESCRIPTION: DRAWN BY: O0x" C 3 •' \ip^Q ROSEBERRY RIDGE ESTATES BLOCK 2 LOT 5 A.J.G. 4p�e�e3.�09 0\ TYPE TYPE OF WORK: DATE: OQOQO�OOOo PROFILE ASBUILT 3/2/2009 I•• 01,05) NEW 2000 GALLON INVERT OF BUNG SEPTIC TANK INVERT OF BUNG AT AT INLET - 94.65 I OUTLET - 94.40 LOWER TRENCH UPPER TRENCH FILTER FABRIC FINAL GRADE 100.36+ FINAL GRADE ORIGINAL GRADE m e 98.3397 FILTER FABRIC ORIGINAL GRADE INVERT OF PIPE 93.36 INVERT OF PIPE 92.66 TRENCH 89.33BOTTOM TRENCH - 88.62 'RELATIVE BOTTOM HOLE ELEVATION - 82.33 GARNGSS ENGINEERING GROUP, Ltd. • CONSULTANTS 3 GENERAL CONTRACTORS••-- •---- �•'••^•"•' .. ........ ......••• JA1 C luooll NW. T•R ww1 . n (W7)337 -•I" • FM PREPARED FOR: PHONE NUMBER: PACE NUL40ER: A. GO n05..' LEROY ALDERMAN 907-223-8100 3 OF 3 Cy LEGAL DESCRIPTION: DRAWN BY: O0x" C 3 •' \ip^Q ROSEBERRY RIDGE ESTATES BLOCK 2 LOT 5 A.J.G. 4p�e�e3.�09 0\ TYPE TYPE OF WORK: DATE: OQOQO�OOOo PROFILE ASBUILT 3/2/2009 I•• 01,05) certitieb 3Dritting 109 by DOC 00.dbe SULLIVAN WATER WELLS P.O. BOX 870272. CHEMIAK, ALASKA 09687 OWN6t OF lJ1t•D t? E C O - '`F AMFES,S: Meted of DfMV &r fotay U CaW bot Depth of aet .73o CmirBTyM Sr r' Vlla•T *kwss -9S'i inches Dim—( ._kwhes, , s 13 teat UnerType WAS C;AM SScM* Above Gr Lxxt oZ feet Static Mtater Low t d ti feet n=wmtm :.t Screa>ed: Slat Last Sopped teat +] Perk ratimu Start feet dapped Leet Gra# Type: /j3 e..t iy..i ► T1y CVokxne i- Depx hum O {e - ,b Wel DWmfec fed Upon Complefon? �s u No Metrod Of QS7fiBr.401L C t^{e 3A..: A. $-� f'P� y 711 C-4j,.ac S, tc.a: J,1 Z) 3eZ4,,X,7a J Ti6A ' r3�✓1.2oco� �/e/fi GPE�_ '•-�� '�.e L •,S .moi S .'� .4 vt S i�Er7.C.1G[c FiRr4`t l.358¢ C -X, 00-ete AR.4Y cTgs A41e,—z . A."C' IC PUMP & WFLL INC. Pump Installation Log Well Drilling Permit Number: SW070269 Parcel Identification Number: 050-315-19 Date of Issue:9-28-07 ftn7 Sullivan, CPI rO Boa 770197 oracnrsEC a Ea_Ie River. AK 99577 (907)688.2510 EST (907)258.2510 M2C1 (907) 745-25 10 Lot:5 Pump Installation Log Well Drilling Permit Number: SW070269 Parcel Identification Number: 050-315-19 Date of Issue:9-28-07 Arctic Pump & Well, Inc. Page 1 of Legal Description:Roseberry Ridge Property Owner Name R Address: EST M2C1 Lot:5 PO BX 6700.35 nI--I..1 et 00;1,7 Pump Installation Date: 10-17-08 Pump Intake Depth Below Top of Well Casing:283 Feet Pump Manufacturer's Name: Franklin Pump Model: 18-295 Pump Size: 11/2 hp Pitless Adapter Burial Depth: 10 feet Pitless Adapter Manufacturer's Name: Martinson Pitless Adapter Installer: U/1: Well Disinfected Upon Completion? Yes Method of Disinfection: Chlorine Comments: Pump Installer Name: Arctic Pump & Well, Inc. Arctic Pump & Well, Inc. Page 1 of MUNICIPALITY OFANCHORAGE Development Services Department On -Site Water 8 Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519.6650 (907) 343-7904 Ia ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Initial Date Issued: Sep 28, 2007 Expiration Date: Sep 27, 2008 Permit Number: SW070269 Parcel ID: 050-315-19 Legal Description: ROSEBERRY RIDGE ESTATES SUBDIVISION BLOCK 2 LOT 5 Design Engineer: 0855 GARNESS ENGINEERING GROUF Owner Name: UPPER MEADOW CREEK ESTATES LL Owner Address: NHN MOUNT MAGINIFICENT EAGLE RIVER, AK 99577 - Site Address: NHN MOUNT MAGINIFICENT Lot Size: 116188 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 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, sealed, and heated to prevent freezing. 5. The following special provisions. NEED TO SUBMIT WELL & PUMP LOG WITH INSPECTION REPORT. Received By: Issued By. 0= Date: v Date: Municipality of Anchorage Development Services Department Building Safety Division On -Site Water & Wastewater Program 4700 Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907)343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. O SO -3/S-- /G Property owner(s) M2C1 CONSTRUCTION Day phone 223-8100 Mailing address P 0 BOX 670045 • CHUCIAK. AK Site address Zip Code 99567 Legal description (Sub'd, Block & Lot ) ROSEBERRY RIDGE ESTATES S/D: BLOCK 2. LOT 5. Legal description (Township, Section & Range) N/A Lot Size IN r / q fi Sq.Ft. THIS APPLICATION IS FOR ( ®all that apply): Absorption Field Septic Tank ❑ Holding lank ❑ Privy ' ❑ Private Well ❑ Water Storage ❑ Number of Bedrooms THIS APPLICATION IS AN: Initial Upgrade ❑ Renewal ❑ 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. GARNESS ENGINEERING GROUP Ltd. Permit/RushFees: /gG().0O Date of Payment: pp,, Receipt Number: k o7 _/find (Rev. 11/05) Waiver Fees: Date of Payment: Receipt Number: L._...__ ____ ._-,__._____.._,._.Y.-..._____.__ _-._..._.._.---- __.._.________.....-_.._�_..__.-__.._ GARNESS ENGINEERING GROUP, Ltd. e—==z= CONSULTANTS & GENERAL CONTRACTORSr=•=m-- September 24, 2007 Municipality of Anchorage Development Service Department On -Site Water R Wastewater Program 4700 Bragaw Street P.O. Box 196650, Anchorage, Ak 99519-6650 (907)343-7904 Ref: Proposed Septic System for Roseberry Ridge Estates; Lot 5 To whom it may concern: The proposed 4 bedroom house will be served by an existing private well and a proposed septic system. A well was drilled on the referenced property during the subdivision process. Two test holes were excavated property. The proposed septic system will be designed around the 30 foot radii of the test holes. We are proposing that a 1500 gallon S.T.E.P. tank and a pressurized 5 - wide trench type drainfield be installed. Comments regarding the design are summarized as follows: 1. SOILS: See the attached logs which shows the soil classifications, groundwater monitoring, and the percolation test results. It is our opinion that an application rate of 1.2 gallons/day/ftZ should be used. 2. TRENCH DESIGN: See attached design and detail drawings for design criteria. 3. SURFACE WATERS: There are no surface waters within 100 feet of the proposed septic. 4. TOPOGRAPHY: The average slope in the area of the proposed drainfield is approximately 15 to 20 percent running northeast to southwest (see attached topography map). The area has slightly changed during the subdivision process. A generally flat area was graded below the proposed drainfield area for the construction of the well access and well pad in the approximate location of the proposed house. In short, there are no slope concerns. We are unaware of ny adverse impacts this installation would have on adjacent wells or septic systems. if y�t 1 uy any questions, please contact us at 337-6179. Thank you for your M.S. 3701 E. Tudor Road, Suite 101 • Anchorage, AK 99507-1259 Ph: (907) 337-6179' Fax: (907) 338-3246' Website: www.gamcssenginecring.com TRACT A CPcp�2 ROSEBERRY RIDGE ESTATES, \ BLOCK 2, LOT 6 \ 1 I I , / / / / CSW GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS MI 4 TDM OWD. WR 101 • •IDMMIG[. I1f 00]01 . MDIL (OeI M7I 1" • W (W?)1 -32" R95>t[: �w PREPARED FOR: PHONE NUMBER: PACE NUMBER: LEROY ALDERMAN 223-8100 1 OF 3 LEGAL DESCRIPTION: DRAWN BY: ROSEBERRY RIDGE ESTATES, LOT 5, BLOCK 2 1 J.L.M. OF WORK: SITE PLAN FOR PROPOSED SEPTIC SYSTEM (Rev. 01D5) 9/24/2007 ........... AQ ��0 .f ROSEBERRY RIDGE ESTATES. \ 0 BLOCK 2, LOT 4 // \ WNY / � /aee5000c WWx II ROSESERRY RIDGE ESTATES, / 1 1 1 , , ROSEBERRY RIDGE \ \ ESTATES, \ / PROPOSED SEPTIC SYSTEM \ / (SEE DESIGN, PAGE 2 OF 3) \ — i/ -ALTERNATE SITE �\% / \ / \\ PROPOSED TM�`� 4 BEDROOM ��&`y HOUSE +Hft \ s xr ROSEBERRY RIDGE ESTATES. BLOCK 2, LOT 3 TRACT A CPcp�2 ROSEBERRY RIDGE ESTATES, \ BLOCK 2, LOT 6 \ 1 I I , / / / / CSW GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS MI 4 TDM OWD. WR 101 • •IDMMIG[. I1f 00]01 . MDIL (OeI M7I 1" • W (W?)1 -32" R95>t[: �w PREPARED FOR: PHONE NUMBER: PACE NUMBER: LEROY ALDERMAN 223-8100 1 OF 3 LEGAL DESCRIPTION: DRAWN BY: ROSEBERRY RIDGE ESTATES, LOT 5, BLOCK 2 1 J.L.M. OF WORK: SITE PLAN FOR PROPOSED SEPTIC SYSTEM (Rev. 01D5) 9/24/2007 ........... AQ ��0 .f 0 mess E-7953 �4, WNY / � /aee5000c WWx II ROSESERRY RIDGE ESTATES, / BLOCK 1, LOT 2 ROSEBERRY RIDGE \ \ ESTATES, \ BLOCK 2, LOT 1 \ T TRACT A CPcp�2 ROSEBERRY RIDGE ESTATES, \ BLOCK 2, LOT 6 \ 1 I I , / / / / CSW GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS MI 4 TDM OWD. WR 101 • •IDMMIG[. I1f 00]01 . MDIL (OeI M7I 1" • W (W?)1 -32" R95>t[: �w PREPARED FOR: PHONE NUMBER: PACE NUMBER: LEROY ALDERMAN 223-8100 1 OF 3 LEGAL DESCRIPTION: DRAWN BY: ROSEBERRY RIDGE ESTATES, LOT 5, BLOCK 2 1 J.L.M. OF WORK: SITE PLAN FOR PROPOSED SEPTIC SYSTEM (Rev. 01D5) 9/24/2007 ........... AQ ��0 .f 0 mess E-7953 �4, :O �40n�Pro /aee5000c 0 LETTER THAT PERTAINS TO THIS DESIGN. NUMBER OF BEDROOMS: 4 TO OBTAIN A COPY OF THE LETTER GALLONS PER DAY (CPD): 600 CONTACT GEG. BY PROCEEDING FORWARD WITH THIS INSTALLATION, THE ENGINEER, TOE OF SLOPE PERCOLATION RATE/S: 1 YIN./INCH WELL DRILLER, CONTRACTOR AND PROPOSED APPLICATION RATE: 1.2 PROPERTY OWNER AGREE THAT THEY MINIMUM DRAINFlELD SO.FT.: 500 HAVE READ THESE SPECIFICATIONS AND AGREE TO ACCEPT THE TERMS AND 6, DRAINFIELD DESIGN: CONDITIONS OUTLINED. \ A � MAXIMUM DEPTH: 8 FEET �pYy WIDTH: 5 FEET LENGTH: SO FEET PROPOSED DRAINFlELD J�gy ($EE DETAIL, PAGE 3 OF 3) \ M.O.A.APPROVED SAND FILTER: N/A EFFECTIVE: 4 FEET UCTIOION FACTOR: 0.50 REDUCTION J1 \ \ \ PROPOSED.T.E.P SOANGAL,, \ ACTUAL SO.FT.: 500 \ \ If trio OST Obi F\ ROSEBERRY RIDGE ESTATES, y LOT 2. BLOCK 1 SITE ROSEBERRY' -------------- GARNTESS ENGINEERING GROUP, Ltd. p;?: CONSULTANTS E GENERAL CONTRACTORS �Q•••••••• 3MI a woos ft a e w, 0 XCHOWL M K 7 • n (W4W-e1W • Im (Wn=-1].e PREPARED FOR: PHONE NUMBER: PAGE NUMBER: .•••• . LEROY ALDERMAN 223-8100 2 OF 3y AA LEGAL DESCRIPTION: DRAWN BY: OV4�P,• 1 ROSEBERRY RIDGE ESTATES, LOT 5, BLOCK 2 J.L.M. 0� TYPE OF WORK: DATE: pp, DESIGN OF PROPOSED SEPTIC SYSTEM 9/24/2007 (Rev. 01A5I WELL \ V � r A. Orness, G. ul FEET 6 FOOT LONG LATERAL 4' MONITORING TUBE — — THE DISTRIBUTION UNE IS TO BE 1.25 INCH SCM. 40 PVC WITH 1/4 INCH DIAMETER HOLES SPACED 18 INCHES ON CENTER (30 HOLES TOTAL) MONITORING TUBE LOM S.T.E.P. TANK GRADE THE DISTRIBUTION UNE IS TO BE 1.25 INCH SCH. 40 PVC WITH 1/4 INCH DIAMETER HOLES SPACED 18 INCHES ON CENTER (30 HOLES TOTAL) FILTER A0,14 ROSEBERRY PAF, GARNESS ENGINEERING GROUP, Ltd. 4 CONSULTANTS&GENERAL CONTRACTORS � •••% ••• AI L TID:11 bW. f 101 • AMOORML RIf N!O) w.JIS 1Y01}V)�IJ, • IA< (M�]Y-k4 �2 �,s.wynwYp,aein O PREPARED FOR: PHONE NUMBER: PAGE NUMBER: Q •J LEROY ALDERMAN 223-8100 2 OF 3 p . LEGAL DESCRIPTION: DRAWN BY: O •. P,• ROSEBERRY RIDGE ESTATES, LOT 5. BLOCK 2 J.L.M. �0 TYPE OF WORK: UAB• Z4 200% DOT DESIGN OF PROPOSED SEPTIC SYSTEM (Rev.01N5) r a v v 0 dop LFi 14 o GARNESS ENGINEERING GROUP, Ltd. w.o��r•...� CONSULTANTS 3 GENERAL CONTRACTORS - LEGAL DESCRIPTION: PERFORMED FOR:_ DEPTH SOIL LOG — PERCOLATION TEST ROSEBERRY RIDGE ESTATES. LOT 5. BLOCK 2. ALDERMAN T HOLE # 1 7 DEPTH TO GROUNDWATER DATE DRY 8/28/2007 DRY 8/31/2007 DRY 9/4/2007 .lllllll%//%IIIIIIIv,", - 2 3:51 6 0' 6- 3 3:51 - 6- N• 4 3:57 6 0.. 6. 5 3:57 - 6. - 6 4:03 6 0. 6' • DEPTH TO GROUNDWATER DATE DRY 8/28/2007 DRY 8/31/2007 DRY 9/4/2007 6- - n+tt TH/2 N SCALE 1' 100' / / L100' WELL RADIUS I OUNr�c\�l I `�-. DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 8/31/2007 1 3:45 - 6- - 2 3:51 6 0' 6- 3 3:51 - 6- - 4 3:57 6 0.. 6. 5 3:57 - 6. - 6 4:03 6 0. 6' 9 PERCOLATION RATE 1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 6.0 FT. AND 6.5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES N NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: KYLE MAUS COMMENTS: PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PERF RMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: _ooaoo 00 ......... Sapp GARNESS ENGINEERING GROUP, Ltd.��, 4 ..��•�� CONSULTANTS 3 GENERAL CONTRACTORS • A �'. 9 ani L I� NOW. AnE 101 • A1EMiW[. AL "W7 • r L DOJ I-•in • FA Y°] -N" • •LBL1L p^••Wq^••.a m^ SOIL LOG - PERCOLATION TEST ... ..... LEGAL DESCRIPTION: ROSESERRY RIDGE ESTATES, LOT 5, BLOCK 2, n p •,Jeff A. ss- G P 3 PERFORMED FOR: LEROY ALDERMAN DATE: B 28 2007 �(•'e,qr��/D�cgo0� (feet) �__= ORGANICS TEST HOLE 2 4�olooJ�%� SOIL CLASSIFICATIONS 2 GW =_== ORG TH/1 3 it GP ML TH/2 GM CL 4 GC OL N SW MH — SCALE:•::•.t SP CH 5 SM X OH 6 Sc T• - ioo � WELL RADIUS 7 GM 40v 1 100_ NT'�9 1 8 c�/F/cfH `moi 9 R� 10- 11 12 13 14 B.O.H. 15- 16- 17- 8 516178 t9 PERCOLATION RATE 1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 4 FT. AND 4.5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES ONO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: KYLE MAUS COMMENTS: PERFORMED BY GEC, Ltd. 1, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PERF RMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 2 0 DEPTH TO GROUNDWATER DATE DRY 8/28/2007 DRY 8/31/2007 DRY 9/4/2007 3:46 - DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 8/31/2007 1 3:46 - 6" - 2 3:52 6 0" 6" 3 3:52 - 6" - 4 3:58 6 0". 6" 5 3:58 - 6" - 6 4:04 6 0" 6" cafitto 3an"lli g tog . by =CO.cw SULLWAN WATER WELLS P.O. BOX 67021 CHUGLAX. ALAWA 09361 • • ' . MwLt Mfll--l. v 1 • - 110 / . S RrSc r4Sr,.•f Aidea t'r l --- s1. • >. - Of- Depthof.er<-3 o C�sSnpTypeSr r Ll alWcSsrs912 �Ct inches tka•Ie1a •t�tn.. dM9 fed LkW Type w.Ovjs- C;skV `,dnaG ADwe C4ur-- off. feet SMWViaetL;ebPet 0 C feet Re=icrRala_a:.�LsPn Metiod ofT/esbng: �P�it Wei vi.v^ - ype: Q ne� s ole sc emed: Start w shoed feel U Ferfuratia Slat ieet Sbcoed feet 'VA Trwairn lyerTti C �Z1LaSS• D. ft kcm o fcet to /ate wa DWr6ecled Upon CMOCOMP n r� Method d Rsr%ctiorc C""Z'*-'r b S, ✓?.� l Cnt..,:G S:1ctiJ,p . I rc.�'i Sri "� ESR:•-�.. _nr3rT�Fr I e r, ^ a e .er Lev of T rrv. a j, . 823 Data's Nam F,___/ MUNICIPALITY OF ANCHORAGE Development Services Department Onsite Water& Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519.6650 (907) 343-7904 ON-SITE WATER SUPPLY PERMIT Initial Date Issued: Feb 16, 2005 Expiration Date: Feb 16, 2006 Gq)-315-0 Permit Number: SWO60032403e6ERKl XJ 00,E Es Parcel ID: 060-37347 Legal Description: etock z A•r.f Design Engineer: 0838 North Rim Engineering Site Address: NONE Owner Name: UPPER MEADOW CREEK ESTATES LL Lot Size: 116188 SQ. FT. Owner Address: NHN MOUNT MAGINIFICENT Total Bedrooms: 0 Permit Bedrooms: 0 EAGLE RIVER. AK 99577 - 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 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, sealed, and heated to prevent freezing. 5. The following special provisions. -WHEN THE WELL HAS BEEN COMPLETED AND SATISFACTORY WATER PRODUCTION HAS BEEN DETERMINED, THE WELL DRILLER SHALL PLACE AN APPROVED SANITARY SEAL ON THE WELL HEAD AND NO PITLESS ADAPTER OR PUMP SHALL BE INSTALLED UNTIL AN APPROVED WASTEWATER DISPOSAL SYSTEM HAS BEEN CONSTRUCTED. THIS PERMIT IS FOR THE PROPOSED ROSEBERRY RIDGE ESTATES BLOCK 2 LOT 5 Received By. Date: �' b Issued By. 61!21- Date: v • 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 SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING sLu Parcel I.D. 05031347-000 Permit Number SW 4DS7WY? Property owner(s) Upper Meadow Creek Estates, LLC Day phone' 694-2697 Mailing address 18134 Harbor Point Loop, Eagle River, AK Zip Code 99577-8534 Site address Zip Code Legal description (Lot, Block & Sub'd.)Roseberry Ridge Estates Lot 5 Block 2 (Prelim Plat S-11278) Legal description (Section, Township & Range) T14N Rl W 116,188 Sq.Ft. N/A Lot Size AcreslSq.Ft. Number of Bedrooms THIS APPLICATION IS FOR: Sewer Only ❑ Well Only 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. of property owner or authorized agent) Permit/Rush Fees: 1-t�i Waiver Fees: Date of Payment: QV 11 Date of Payment: Receipt Number: ID`X4 PM kjNfQ Receipt Number: (Rev. 09104) certttteb 35nating tog by ooc co. ee. SULLIVAN WATER WELLS P.O. BOX S70I72. CHLIGM• ALASKA 9MV • OWHUtOFIAND ADDRESS- LEGALL1m mm ,3, CA - /c0T. S go SE r3tt,eY Riac,�_' rT Method of Dtr&V &* rotary :i table rod DepMolumet iso Casir9Type Si C VYaiThidvrAss •��inches Ilt fed LhwType- %'OvJj- C;kq Stid•ip Apse GmLxv& 2 feet Static WOW timet Oct feet pamw PwAa =wn :t Screen$ Start feet Slopped feel +a perforations Start feetStonDed feet Grwt Type:.i E..i ti a.► i Tt;- CV kgm tit b $ Depft 8om o Jeri. fo /ate teat Wd D'avfiecled Upon Coavkffo& dM(ea m McMW d OtsirA=kWc C 4{o r: a IF- $"a flP.vr J. 44 a Jeffs, '' _nlii3�cST d �de��.� L�X ••y .J wf; 13E o E a c.«. 666e,-) l ge,eac:e, 6R✓9,4 ji,.�dQack l%42K. (�il�Y f;EQllac.�- �OA.ttG clRAr r • ..: •:.•: • r:, • • •:.•.• • r. • • c w :• ��%IINEERING Date: 2/8/05 MEMO Steve Eng, PE, PH 17237 Bear Paw Circle, Eagle River AK 99577 (907) 694-7028 tel _ (907) 694-7026 fax NorthRimEng@aol.com To: Dan Roth, Manager On -Site Services Subject: Roseberry Ridge Estates SM Number of Pages: 1 + Subdivision Plat Lots on the subject subdivision have ample room for on-site wastewater disposal systems placement. General boundaries have been drawn on the included topographic map. Wastewater disposal system area for each lot is estimated as: 1. Lot 1, Block 2: 50,000 Ft2 2. Lot 2, Block 2: 30,000 Ft2 3. Lot 3, Block 2:30,000 Ft2 4. Lot 4, Block 2: 20,000 Ft2 t—Lot S, -Block 2:-34,000 Ft2 6. Lot 1, Block 1: 40,000 Ft2 7. Lot 2, Block 1: 30,000 Ft2 Private water well placement will not adversely impact these areas. 131S.551fR;� r� . f d Y r , f• F� rr Z i' sting Well \•r r rf Perk Test r +;„�R Perk Test ell Proposed Well #2/545' 125"ui T :rr N.r� r. - ... 125' 7 b L V i r7 X �� l .f _Werk Test - 18' - X. L i M � T_�k►c 3:ti� Pro '`os6&4�-t� f, p l o �rr Xr n BASS OF B:ARI9a Se]7,-30' 1311.9rM 13-.1.951.) — ---------------- --- _ TRACT AF -Id Circles4' re" / ' � Well + M: w•1 4 100�Radius 4 Pcrk Tea r C�� /�stim8 Pcrk Test (3•.,well s;s Proposed Test O ' ' "" a +\; Well 0215 25 45' 125' 2 we �'� •'� lg•;.,�' Perk Test 1\ / PrtipBxd 10 Well N112 •rrsrtr) ssrtz.e s r .dc0).120'T , ..• 105' e / 105'1 r e!! ] Pl�tTest �• ' wors!p9 ns ' 131 ,� -' 5• Proposed ` •, WellN2/1 � � t s3ncsYY !•o.1Y(,!) ..?.. a- .. _ \ . SS 1 ^_YX.'r'x nal• q t"'•+• ,JProposed 22 ell 01/1 sl+:e•sr« r5 s.*•,,� ` F' -. +•ice ''. - � 1 .. 1 lriik Test , (((ppp��[$ n . wry+• n 12 na.-.�.: rr... r.•Ya.•.•. R,\ . .a„• \..: ..+.... er ....e+e_i 1� '.__.:N �a MYZY. • 9.1.7Q tr1 1,de'N 2! n 6.291-;•1 .. ria ra.•Y ^'� '` \Y59'Tl!"r M•i^;r; Ydfii 1!•Y M]N':°I . % c Roseberry Ridge Estates Preliminary Plat