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HomeMy WebLinkAboutCLEARVIEW LT 21Clearview Lot 21 #015-242-60 JUN -2-2006 02:37A FROM: i it iJl iVVY iV�1Y VY.Ii IY� �In,.w uw.n 70:3437997 Development Gamic" Hapart*aA 1tU"nq Swety Division • v on -ens Water d Wastwaim Programrog 4700 Baw Street P.O. Box 196690 Mark Sookh Anchorage, AK 99519-6650 :ta rs ymrmmlwaliatti. (M343 -7W Pump linstallation Log P.3,3 I IwL Yi WeuDrWrermitNamber; ia C 000'7 x-8 /3-7997 f Dote of Issue: I'treel Idtltt[iitation Number: QfT'- 9td.�ej 0 Legal Description IHloet yet Properly owner Nam! & Addrem. al Pump Intake Dtpth Below Top/of' Won Ca/td36: / �! 7 feet Pump Meaufstttum'ssNaam�e11 Pump Model: _ /moo -7 50 �'��✓ ]Pomp site .7 hp Mm AdaptsrSuritl Deptlu0 /fiat Pltlaes AdapterManufaetarmes Nome: PitlessAdaptorlastatlart UV, PIA OGc)U Well DUtnfteted Upea ComplttioaT kYet 0 No Method of Disinfection: (_'Pcl rC r Comments: Pump tastallor News: rlQu�_n 71 Wev Cotopsty: Melling Address: City: r Attentlaot The pump installer shall provide a pump iaslsllatioe log to D9D widda 30 doye of pump iastailation. r Municipality of Anchorage •� •ti. Development Services Department Building Safety Division On -Site Water & Wastewater Program, 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 Page 1 of 3 OnSite Wastewater Disposal System and/or Well Inspection Report Permit Number. SW040007.>r�CtS(��+i PID Number. 015-242-60 NOf11efREGAN & CYNTHIA RAMSEY Wastewater System: ■ New ❑ Upgrade 6851 PINECONE CIRCLE a ANCHORAGE, AK. 99516 ABSORPTION FIELD Phone: No. of Bedrooms: (907) 348-0877 4 ■ Deep Trench O Shallow Trench 0 Bed O Mount 00ther LEGAL DESCRIPTION sa 1.0 '°`° °� eeA W"° MAX cm/34. n Bbck: Lot: SubdWielon: o.pth to Pipe eaeom dame 10 pada Grew depth baralh Pqe — 21 CLEARVIEW SEE DWG. a 6.0+ n Tornehip: Range: section: n ede.e avow aryar, onwrz wom Wow — — — SEE DWG. n 52 m WELL: ■ New [I Upgrade Great aeea 2.5 w,s.r of bow 1 obtoe W~erne: n n ckewreaa, wac . Tad o.Pua c...e Tw, I Tae eb.orpt,.e «.: ►ea maarbt D 3034/ F-810 PRIVATE 167 n 125 rt 624+ m. rc ore.: ALPINE DRILLING Wo Dkteot 8/15-16/04 sono wowLw*br.tae.r: 46 n S do A ENTERPRISES Oae. Lra.e.a 6/18/2004-5/13/2005 n+e h.ev 34 "t cewq "ent Above Grar.em TANK 6 WM UNKNOWN n 24+ re SEPARATION DISTANCES ■septic otickling OS.T.U. ODther From To Toe Field' StWon TNeldikg t u�a ANCHORAGE TANK cab ~ 1250 Well 100'+ 100'+ — — 25'+� STEEL a 2 Surface water 100'+ 100'+ — — — LIFT STATION Lot Line 56+ 10'+ — — — s�. °� re a raee.r Foundation 5'+ 10'+ 1 — — — ,.a a. HO .oar.Wm OL Curtain Drain NO KNOW e.a.eb. tm Remarks: BENCH MARK laoawe.w Da Oftc BOTTOM OF TANK �a.w,be _ 101.78 n uew�t:em � Inspections performed by: GEG, Ltd. Dates: 1st 6/i8/2004 a *�' 4 �*oo ... ............... 2nd 6/18/20ON 3rd 5/13/2005 ... r Go 13 y ass: Development rvices Department Approval 0 '%*. 11.7 Q 1.•��ae• 'e'Profeeetoda�� O Reviewed and approved by: Date: 't O. ,vol) 40 IPOMrrSW0 NUMBER: AS -BUILT DRAWING P015 ID 2"-60 SW040007 015-242-60 CwcANr� GCANTT FCO 39.83 16.88 STI 42.87 36.28 ST2 42.41 44.05 DBLI 42.73 46.26 DBL2 42.76 47.46 001 5723 100.01 MTI 57.07 99.32 CO2 53.19 89.93 MT2 162.06 1 69.27 ALTERNATE LOT 14 CLEARJIEW S/D 100• WELL RADIUS \ (APPROX. LDCATION) - \ \ \ NOTE: THE TANK AND THE UN \ \ \ \ RUNNING FROM THE HOUSE TO \ \ THE TANK IS INSULATED PER o ��\ EXCAVATOR. IN, 1 \ \ CLE/6 EW S/D PIPES u GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS ami L none ■dA sort 101 • 000ML M s•em • n 007)W slm • FM 0u7113W=" • eoem y�etirw i .PREPARED FOR: PHONE NUMBER: PAGE NUMBER: REGAN do CYNTHIA RAMSEY (907) 348-0877 2 OF 3 LEGAL DESCRIPTION: DRAWN BY: CLEARVIEW SUBDIVISION. LOT 21 R.A.L TYPE OF WORK-- AS—BUILT ORKAS—BUILT FOR NEW WELL AND SEPTIC SYSTEM 6/10/2005 (Rev. olm) 7i" PJB ...7. .... .. .. ... ............... A. Come 3' e C 3 QdG 1�.._ro Fessiort;O PERMIT NUMBER: AS-BUILT DRAWING 5 242 60 I TOP OF TANK AT INLET - 108.85• INVERT OF BUNG AT INLET - 106.06 BOTTOM OF TANK - 101.78 ORIGINAL GRADE - 100.000 FINAL GRADE 109.20-110.61 -INSULATION I u NEW 1250 GALLON SEPTIC TANK FINAL GRADE 101.87-102.96 :RT OF PIPE 97.05 -TOP F TANK AT OUTLET - 106.65 INVERT OF BUNG AT OUTLET — 105.90 BOTTOM F—`•"_I TRENCH - 91.00 RELATIVE ELEVATION BOTTOM RELATIVE ELEVATION OF BOTTOM F TEST ROLEO 85.5 (TEST HOLE OF TEST HOLE O 85.00 (TEST HOLE DRQ 000d�C DFS, GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS& GENERAL CONTRACTORS Q......•• • • • •••••• ••• •••••• 1 L V=R f0V4 full[ 101 • A40CKIM M fYWI . /11oK (Wf}vr-f1T . Iva (W/Ai 46BERyvw a PREPARED FOR: PHONE NUMBER: PAGE NUM: •,.� f GO E9.. REGAN & CYNTHIA RAMSEY (907) 348-0877 3 OF 3 Q 10, . LEGAL DESCRIPTION: DRAWN BY: O i ' E7 CLEARVIEW SUBDIVISION, LOT 21 R.A. 410'•'. TWE OF WORK: DATE. PROFILED AS -BUILT FOR NEW SEPTIC SYSTEM 6/10/2005 (Rev. 01m) Jun 14 05 08:44a Aj Awl Rick Mystmm Mayor Regan Ramsey 907-348-0877 Municipality of Anchorage Department of Health and Human Services 825 `L" Street P.O. Box 196650 Anchorage, Alaska 99519-6650 httpJMwww danchonge.akus P.2 Permit Number: #SW 040007 Date of issue: 1-22-04 Parcel Identification Number: 015-242-60 Date Started: 8-15-04 Date Completed: 8-16-04 Is well located at approved permit location? ® Yes ❑ No Legal Description: Clearveiw Lot 21 Property Owner Name & Address: Dr. Regan & Cynthia Ramsey - Paul Lethenstrom PO Box 110367 Anchorage, Alaska 99511 Borehole Data: Depth (ft) Method of Drilling ® air rotary ❑ cable tool Soil Type, Thickness & Water Strata From To Casing type: steel stick-up 0 3 Wall Thickness: inches gravelly silty rill 3 9 Diameter: 6 inches Depth: 125 feet organics & silt 9 11 Liner Type: gravelly silt silt gravelly silt 11 42 46 47 46 60 Diameter: inches Depth: feet Casing stickup above ground: 2 feet Static water level (from ground level): 46 feet Pumping level: 167 feet after water sand & gravel 60 63 2 hours pumping 6 gpm silt 63 67 Recovery Rate: 6 gpm gravelly silt 67 102 Method of Testing: air Lift Well Intake Opening Type: bedrock 102 167 ❑ Open End ® Open Hole ❑ Screened Start feet Stopped feet ® Perforations Start 60 feet Stopped 63 feet Grout Type: hentonite # 8 Volume: I Depth: Start 0 feet Stopped ? feet Pump: Intake Depth feet Pump size hp Brand Name Well Disinfected Upon Completion? ® Yes ❑ No Method of Disinfection: chlorine tablets Comments: Well Driller: Alpine Drilling & Enterprises PO Box 110496 Anchorage Alaska 99511 Attention: The well driller shall provide a well log to the property owner within 30 days of completion and the property MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water 8 Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Renewal Date Issued: Jul 18, 2005 Expiration Date: Jul 18, 2006 Permit Number: SW050234 Parcel ID: 015-242-60 Legal Description: Ciearview Lot 21 Design Engineer: 0855 Garness Engineering Group, LTD Site Address: 7941 Alatna Avenue Owner Name: Dr. Regan & Cynthia Ramsey Lot Size: 52549 SQ. FT. Owner Address: 6851 Pine Cove Circle Total Bedrooms: 4 Permit Bedrooms: 4 Anchorage , AK 99516 - This permit is for the construction of: ❑ Disposal Field ❑Q 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: 7-/9-0_5-_ Municipality of Anchorage 0 Development Services Department Building Safety Division _ On -Site Water and 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. h15 - a4c:P - LO n Permit Number SW Property phone Mailing address LOQ{� NP\C1p,e C e-.-1& . . Zip Code Site address -1C)0 \ r\\(\ 'a1�1f 1a - Zip Code Legal description (Lot, Block & Sub'd.) C Acc�r��:����� Legal description (Section, Township Range) Lot Size S� �:� Acres/ q.Ft. Number of Bedrooms Ll 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. Date of Payment: 17 T12,/6CO ff) Date of Payment: Receipt Number: `71 C�tZ Sl`(M Receipt Number. (Rev. 09/04) v4 Municipality of Anchorage P.O. lkrx 196650 • Anchorn9c, Aluska l)'X519-6650 • Tcicphonc (907)3-%3-9301 • Pax (907) 3tS-8.00 4700 nrupw Strcct • Anchmngc, Alaska 99507 xvx•.munl.ory; Mayor Mark Begich Building Safcty Division 12/15/2004 Dr. Regan & Cynthia Ramsey 6851 Pine Cove Circle Anchorage, AK 99516 Subject: Expired On -Site Water and/or Wastewater Permit. Permit Number: 040007 Legal Description: Clearview Lot 21 Dear Dr & Cynthia Ramsey: An On -Site Water/Wastewater Permit, number 040007, issued by this office for a single-family system, expires on Jan 21, 2005. This permit was valid for 365 calendar days. 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. 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. 41 1 Up A Program Manager On -Site Water and Wastewater Program Enc: Copy of permit C0n1111u11ity, Security, Prosperity 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 rLY! ON-SITE WASTEWATER DISPOSAL SYSTEM I WATER SUP MIT Initial Permit Number: SW040007 Legal Description: 1Clearview Lot 21 Design Engineer: 0041 AK Water & Wastewater Consuitani Owner Name: Dr. Regan & Cynthia Ramsey Owner Address: 6851 Pine Cove Circle Anchorage , AK 99516 - Date Issued: Jan 22, 2004 Expiration Date: Jan 21, 2005 Parcel ID: 015-242-60 Site Address: 7941 Alatna Avenue Lot Size: 52549 SO. FT. Total Bedrooms: 4 Permit Bedrooms: 4 This permit is for the construction of: Disposal Field E 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. Received By. Issued By: B. Covered, sealed, and heated to prevent freezing. i Date: c N-1 Date: (J �\ Municipality of Anchorage , ,I • "` Development Services Department Building Safety Division On -Site Water & Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.cl.anchorage.ak.us (907) 343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. C) t C; –� ` Z —to 0 Permit Number .Sw0400o7 Property owner(s) DR. REGAN & CYNTHIA RAMSEY Day phone 348-0877 Mailing address (1) 6851 PINE COVF CIRC E Mailing address (2) ANCHORAGE, ALASKA Zip Code 99516 Legal description (Lot, Block & Sub'd.) CLEARVIEW SUBDMSION: LOT 21 7 /� Legal description (Section, Township & Range) _fs� --Iq Li I RA � A -h 6 kyQ� Lot Size 5a .S LI G Acres/ q.Ft. Number of Bedrooms 4 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. ALASKA WATER & WASTEWATER CONSULTANTS, INC. Permit Date of Payment: Waiver Fees, Date of Payment: Receipt Number: `j l(LI 1 ( L,_ k. Receipt Number. ALASKA WATER & WASTEWATER ...+-..,...,.�..1.,.�......,.��....a,.m� CONSULTANTS, INC..W^^.•.^u'w•°..'*.'�'.....•`."„�'w°'•.. January 5, 2004 Municipality of Anchorage Development Service Department Building Safety Division On -Site Water & Wastewater Program P.O. Box 196650 Anchorage, Alaska 99519-6650 Ref: Proposed Septic System for Lot 5, Clearview Subdivision To whom it may concern: The proposed 4 bedroom house will be served by a private well and a private septic system. Test holes were dug on the property. The drainfield will be designed around the 30 foot radii of these test holes. We are proposing that a new 1250 gallon septic tank and a deep trench type drainfield be installed. Comments regarding the design arc 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 due to the overall appearance of the soils, an application rate of 1.2 gallons/day/ftz should be used. 2. TRENCH DESIGN: a. Percolation Rate: <1 minutes/inch b. Proposed Application Rate: 1.0 gallons/day/ft2 c. Number of Bedrooms: 4 d. Design Flow: 600 gallons per day e. Minimum Absorption Area: 600 ftz f Total Depth: 9 feet (max.) g. Effective Depth: 6 feet h. Width: 2.5 feet i. Reduction Factor: N/A j. Minimum Length: 50 feet long k. Effective absorption area = 660 ftz 3. SURFACE \WATERS: There are no surface water concerns. 4. TOPOGRAPHY: As can be seen on the attached topography site plan, the average topography in the arca of the proposed drainfield is 20 — 25 percent. In short, there are no slope concerns. 3701 E. Tudor Road, Suite 101 ' Anchorage, AK 99507 Ph: (907) 337-6179 • Fax: (907) 338-3246' Website: akwwc.com I am unaware of any adverse impacts this installation would have on adjacent wells or septic systems. If you have any questions, please contact us at 337-6179. Thank you for your assistance. Sincerely, P.E., M.S. NOTE: Attached is a site plan drawing, a design drawing, a topography site plan, a soils log, and a 7 page constnhction specification letter which are all part of the design package for this septic system. 3701 E. Tudor Road, Suite 101 • Anchorage, AK 99507 Ph: (907) 337-6179 • Fax: (907) 338-3246 • Websitc: akwwc.com i I I I 1 I i I I I i I I LOT I CLE/EW S/D I I qAACANTD I I I I I i 1 1 I 100 I I I LOT 19 \ CLEARVIEW S/D I�\\ WACAfD \\\ PROPOSED SEPTIC \ SYSTEM. SEE \ PACE 2 OF 3 THj1 \\ FOR DETAILS LL 1 I p iH/2 « I \ PROPOSED ALTERNATE SEPTIC SYSTEM SITE i � SEPTIC PIPES LOT 22 CLEARVIEW S/D i ALASRA 117ATER & AVASTENNI T M -- -- m—•--. CONSULTANTS, INC.- -------^ -^--- EPARED FOR PHONE NUMBER: REGAN & CYNTHIA RAMSEY 348-0844 CLEARVIEW SUBDIVISION, LOT 21 OF WORK: SITE PLAN FOR SEPTIC DESIGN \ YY \ M I FIELD VERIFY \\\ v WELL AND SEPTIC LOCATIONS \ \ \ CLEA�RVIEW S/D \\ PROPOSED FOUR BEDROOM HOUSE \ , \ \ \•c"� � \�nDN I 1 � Y`\•Nd" \ 7 I { PROPOSED I WELL ---' LOT 3 CLEARVIEW S/D WELL / 100•+ \ c EPnC / \\ 'R� 1 1 LOT 2 CLEARVIEW S/D 1/7/2004 M.E.W /�;���: T''i y 1" —too' <.*........... .�...........°. 1 1 OF 1 I �L�-� ifs c%r*nP4•- c 7�� CVACANTD LOT 14 CLEARVIEW S/D CVACANTD \ FIELD VERIFY WELL AND SEPTIC \ LOCATIONS ON LOT 14 PRIOR TO \ \ DRILLING WELL OR INSTALLING \ \ SEPTIC SYSTEM ON LOT 21 !!AA \ PROPOSED DRAINFlELD. EXCAVATE A TRENCH THAT IS 9 FEET DEEP. BY 2.5 FEET WIDE. BY 50 \ FEET LONG. ADD 5 FEET OF T \ \ CLEAN. WASHED SEWER DRAINROCK. INSTALL TRENCH // CO \ \ 100' WELL RADIUS PARALLEL TO SLOPE CONTOURS. // \ \ �(APPROX. LOCATION) LOT 22 CLEARVIEW S/D TH#1 \ \� 13.93'n; TH 2 _ . ' ^"010' PROPOSED \� \ # LOCATION \\ \ -101+ V \s / ASEPTIC PIPES 1/7/2004 ..... DRAWN BY: M.E.w O \ .. AIASKA «YX17?R & WASTEINN i'vI lslt � 4 SCALE: CONSULTANTS, INC. ...,.._....,,.._R..�.,...�,..<... ^ = 1 50• ......... A >ni a r;r�.0 ann^ a-nc „• • n.;f.•�=n-,c M 041"• o. ^roc l4mv•1-e�>0 • FAA IOC11!•R.5)r,p REPARED FOR: PHONE NUMBER: PAGE NUMBER: REGAN & CYNTHIA RAMSEY (907) 348-0844 1 OF 1 QO P '•, of ey Carness.: Q� J ; •. CE 7953 •••• _GAL DESCRIPTION: CLEARVIEW SUBDIVISION, LOT 21 �F`a 0 Prssio�& �Oppp000� fPE OF WORK: SITE PLAN yy++ \� �M —FIELD -VERIFY Lt. -AND SEP]]C \ LOCATIO LOT 2 \ CLFARVIEW /D `••� OT 4 � (: ACANT C 1 J 1 I PROPOS FOUR I) III BEDROOM -NbU$E / PRO OSEO 6EPTIC/ \ SYSTEM. SEE' r_ PACE 2 OF 3 THET,FOR DETAJ. , '•/ i I�R1DIU5 j2 As /j I I OPOSED /GROPOSED \ ' ALTERNATE SE C WELL STEM RE / i ) �b, ` 1 / l �"•\ J\ / EPTIC PIPES LO 3 C� 2'2S/D C EW /D •+ I I .� LOT C EWS D, / C 1 L CO EW S/0 DATE: /T002 AlASIU-1 \YA17?Il & WAS"I'I R DEW" �` K•°.w• SCALE; L / 100F --- --.—.._•--•_----- CONSULTANTS, INC. —^.., -•---,---------•R nJ 'SlL=" 4JC-. X "Vi 1Y P•.'+/•GA'.[ px OVtI';,. • X^:F ILn--a.l.M1.Ja: FAl" )vJ'{P.{I A I� I r PREPARED FO ( I PHONE NUMBER: REGANyyPPTd CIINTF IA RA EY 348 _08M44 PACE NUMBER: I1lOF 1 �/ �LEA'RVIEW SUBDIVI�ION40T Zi TYPE OF -WORK", 517E LAN%X f / ALASKA. WATER & WASTEWATER CONSULTANTS, INC. LEGAL DESCRIPTION: CLEARVIEW SUBDIVISION; LOT 21 PERFORMED FOR: REGAN & CYNTHIA RAMSEY DATE: 348-0877 (i et ORGANICS TEST HOLE 1 19� PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 6 FT. AND 7 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES NO SOILS LOGGED BY: CALEB GALL PERCOLATION TEST PERFORMED BY: CALEB CALL COMMENTS: PERFORMED BY AKWWC, INC. I, JEFFREY A. GARNESS, CERTIFY THAT THIS W PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 0 SOIL CLASSIFICATIONS \ SITE PLAN 2 b',rjo`' ORG 1 \ LOT 14 `� \,� 1'=100' •`.C;. o` GIN =z= CLEART S/D SIN MH 5 Vi=i', •• •�• SP CH SM OH SC •TEST SP/SM 4TM/2 HOLE 7 DEPTH TO LOGnONS ARE \ \ 0 ° GROUNDWATER DATE APPROXIMATE \� 8 DRY 5/9/2002 aEArrvlEw LOT 22 W s r °oa �000 DRY 5/20/2002 � 9 0000000 PJ 00 SEPTIC PIPES �'/ 10 ° °oe e°o CLOCK NET TIME WATER LEVEL NET DROP 11 0osoe°0o SW DATE READING TIME (MINUTES) READING (INCHES) 0e0e0o ° 5/15/2002 1 12:28 — 12' — 12 00opeo0 °a°o°o° 2 12:37 9 0' 12 0000000 13 °0°0°0° 3 12.38 — 12' — oo 060 4 12:47 9 0' 12' 14 0000°00 5 12:48 —6 — 0oeoeoo -0 t u° 6 12:54 6.5 0' 6' 15 0 0 0 7 12:55 — _ 6' B.O.11. 8 1:01 6.5 0' 6- 16 17 18 19� PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 6 FT. AND 7 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES NO SOILS LOGGED BY: CALEB GALL PERCOLATION TEST PERFORMED BY: CALEB CALL COMMENTS: PERFORMED BY AKWWC, INC. I, JEFFREY A. GARNESS, CERTIFY THAT THIS W PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 0 P ALASKA WATER &: WASTEWATER S`�O�pp CONSULTANTS. INC. SOIL LOG - PERCOLATION TEST 0 .•.. ... ...... .•... LEGAL DESCRIPTION: CLEMMEW SUBDMSION; LOT 21 pp a ft ey am S. PERFORMED FOR: RECAN & CYNTHIA RAMSEY ' DATE; 348-0877DEp0�4's^s, 79 •.,,•�°Q��v� (r etZZZ ORGANICS TEST HOLE#214�ofo°o��000 1 - - s. . o, SOIL CLASSIFICATIONS ISITE PLAN 2 i;r GW = ORG \� 1°=100' CLEARAEW S o. GP ML o:r GW /GM GM CL \` 4 GC OL o; / SW MH ••SP CH SM � � i OH � g SC .� °• �TIJ2 TEST HOLE LOCAnoNS ARE w-. ?•: 7 „�r APPROXIMATE Lor u t o-. CLEMMEW S/D 8 ` 'i ;r GW N E ?r=' wn' tr. 9 SEPBC PIPES ., 10 oOs O°°O 11 op °000 oo°°o °. 0°00 100°n p0 12 °o?o 00 °o°O SW °°•p°°O 13—P...oo° o°o°Oo°o° oo•o°o° 14 °o°°voo 15—B.O.11. 16 17- 18— PERCOLATION 716PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) 19 TEST RUN BETWEEN 6 FT. AND 7 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES ONO SOILS LOGGED BY: CALEB GALL PERCOLATION TEST PERFORMED BY: CALEB GALL COMMENTS: PERFORMED BY AKWWC, INC. I, JEFFREY A. GARNESS, CERTIFY THAT THIS 5 PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 7 4 DEPTH TO GROUNDWATER DATE DRY 5/9/2002 DRY 5/20 2002 5/15/2002 1 12:08 - DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 5/15/2002 1 12:08 - 12• - 2 12:11 3.5 0° 12° 3 12:12 - 12° - 4 12:16 4 0 12• 5 12:17 - 6° - 6 12:20 3 0• 6' 7 12:21 - 6• - 8 12:24 3.5 0° 6° [Municipality of Anchorage O �6 Development Services Department ' c `• Building Safety Division .. : On -Site Water 8 Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519519-6650 www.muni.org/onsite (907) 343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. • 0l 5— ALI �L' &0 COSA# n q D3uq 1. GENERAL INFORMATION Expiration Date: Complete legal description CLEARVIEW LOT 21 Location (site address) 7941 ALATNA AVE. *ANCHORAGE. AK Current Property owner(s) REGAN RAMSEY Day phone 348-0877 Mailing address 7941 ALATNA AVE. "ANCHORAGE. AK Lending agency Day phone Mailing address Real Estate Agent Day phone Mailing address Unless otherwise requested, COSA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: 4 3. TYPE OF WATER SUPPLY: Individual Well 0 Individual Water Storage ❑ Community Class Well ❑ Public Water System ❑ TYPE OF WASTEWATER DISPOSAL: Individual On-site Individual Holding tank ❑ Community On-site ❑ Public Sewer ❑ The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of 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 On -Site 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 samples. (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 engineer's work. 4. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I 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 riles 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. Phone 337-6179 Address 3701 E. TUDOR ROAD, SUITE 101 . ANCHORAGE, AK 99507 Engineer's Printed Name JEFFREY A. GARNESS, P.E. Date y�1I 0�- Engineer's Comments: In conducting this evaluation, GEG, U0. 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 lovels 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, LTO. 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 right whatsoever. 5. DSD SIGNATURE Eef'e Approved for bedrooms. Disapproved. Conditional approval for bedrooms, with the fllowin Attachments: / COSA Checklist f Septic System Advisory Well Flow Advisory Nitrate Advisory °..... Myr.•A:° r CE -7 3 Y � Arsenic Advisory Maintenance Agreements Supplemental Engineer's Reort Other ONSITE WATER AND WASTEWATER : PROGRAM ' By: Q Irl � - Original Certificate Date: (Rw.1 Les) Municipality of Anchorage Development Services Department Building Safety Division OnSke Water & Wastewater Program ° 47W Bregaw, St. P.O. Boz 19WW Anchorage, AK 99519.6650 www.d.andwrsge.ak.us (907)343.7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST Legal Description: CLEARVIEW LOT 21 Parcel ID:Q 1.6--2 512, -6 0 A. WELL DATA Well type PRIME If A, B. or C provide PWSID# N/A Date completed 8/16/2004 Sanitary seal (Y/N) YES Total depth 167 ft. Cased to 125 ft. FROM WELL LOG Date of test 8/16/2004 Static water level 46 ft. Well production 6 g.p.m. WATER SAMPLE RESULTS: Well Log (YM) YES Wires property protected (Y/N) YES Casing height (above ground) 18+ in. AT INSPECTION 8/30/2007 50 ft. 8 g.p.m. Coliform 0— colonies/100 mi. Nitrate 1 mgA. Other bacteria S2-colonies/100 ml. Arsenic: ,L)2 ug./L. Date of sample: 8/24/2007 Collected by: GEG Ltd. B. SEPTIClHOLDING TANK DATA Tank TypelMaterial SEPTIC/STEEL Date installed 8/18/04-5/13/05 Tank size 1250 gal. Number of Compartments E Cleanouts (Y/N) YES Foundation ciesnout (Y/N) YES Depression over tank (YIN) NO High water alarm (Y/N) N/A Date of pumping NEW SYSTEM Pumper N/A C. ABSORPTION FIELD DATA Date Installed 6/ta/2004-5/13/05 Soil rating (g.p'.dAeort t� 1_0 System type DEEP TRENCH Length 52 ft. Width 2.5 ft. Gravel below pipe 6.05 ft. Total depth 11.96 ft. Eff. absorption area 624+ ft' Monitoring tube YES Depression over field NO Data of adequacy test N/A Results (Pass/Fail) NEW For 4 bedrooms Fluid depth in absorption field before test _ In. Water added _gal. New depth _in. Elapsed Time: _ min. Final fluid depth _ in. Absorption rate >= 600+ g.p.d. Arty rejuvenation treatment (past 12 mo.) (Y/N & type) NO If yes, give date - D. LIFT STATION Date installed Size in gallons Manhole/Access (Y/N "Pump on" level at _in. "Pump ctf" leveigh water alar level at Cycles tested Meets alar & 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'+ Public sewer main N/A Sewer /septic service line 25'+ On adjacent lots 100'+ Public sewer manhole/cleanout N/A Holding tank N/A Animal containment areas 50'+ Manureianimal 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 100'+ Driveway, parkingivehicle storage 10'+ Curtain drain NONE KNOWN Wells on adjacent lots 100'+ F. COMMENTS G. ENGINEER'S CERTIFICATION I certify that I have determined through field inspecilons and a 4 ` .'7* review of Municipal records that the above systems are in •""" •' • ' """ "'}' conformance with MOA COSH guidelines in eBect on this A .. ... . ............... date. t y r a: Engineer's Print -d Name JEFFREY A. GARNESS -79 3 �t f/1c� �j•�JI.Q7fg� Date vprof .tslot, d COSA Fee a1/3y + 171; K Us M Waiver Fee $ Date of Payment 107 Date of Payment Receipt Number .:7 C) Receipt Number (Rw. 1Ift) Sep.12. 2001 8:51AM Garness Ensineerins Group, Ltd. No•02843, P• 1c7-7 GARNTESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS-- =-- FACSIMILE TRANSMITTAL I DATE: °i I /C NUMBER OF PAGES: \ (INCLUDING COVER) TO: po FROM: Garness Enginecring Group, Ltd. REF: (:�' V l I L2 / r..•-.�.....y.�..rC......:,��. Jw -' - �t-+r.as*mas.r...-:--�-'....er�av��vs+..�,^�..wer«..�,rt3`�'.>::.-.M4"r'"-+r,.i+wi COMMENTS: Jti� 6-P-cj f� I'1Lr. � (mac-_ r � i n r'f-7� t -Lo L S r'/ ! S 10C) i A C.O� 3701 E. Tudor Road. Suite 101 • Anchorage, AK 99507 Ph: (907) 337-6179 • Far: (907) 338-3246 • Website: gatnessengineering.com Municipality of Anchorage • Development Services Department Building Safety Division / f• srr On -Site Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907) 343-7904 Nitrate Advisory Certificate of On -Site Systems Approval # 070367 A Certificate of On -Site Systems Approval inspection and test of potable water was recently conducted on the well water supply on Lot 21 of Clearview subdivision. This inspection revealed a nitrate concentration of 5.09 milligrams per liter (mg/L) was reported for the property's well water sample. The Environmental Protection Agency (EPA) has established a maximum contaminant level (MCL) of 10.0 mg/L for public drinking water systems. While private wells are not subject to this regulation, EPA standards are based on existing health information and can therefore be used to gauge the relative quality of water from private wells. Please see the attached "Nitrate Pact Sheet" for important information regarding nitrate. This advisory must be attached to all copies of the subject Certificate of On - Site Systems Approval. SCS RtEN 1074361001 Client Name Gayness Engineering Group, Ltd. Project Name/q Lot 21 Clearview Client Sample ID Lot 21 Clcarview %latrix Drinking Water PN'SID 0 Sample Remarks All Date%rrimes are Alaska Standard Time Printed Date/rime 09/11/1007 8:51 Collected Daterrime 08242007 8:10 Rtceivtd Daterrime 08242007 14:37 Technical Director Stephen C. Ede Alluwahlc Prep Analysis Parameter Results PQI. Units Method Container ID Limits Date Date Init Metals by ICP/MS Arsenic ND 5.00 ug/L EP200.8 C (<10) 09/03/07 09/07/07 M11 Waters Department Total Nitrate/Nitritc-N 5.09 0.100 Microbiology Laboratory Total Coliform 0 mglL SM204500NO3-r R (<10) cpl/l00mL SM209222D A (<I) 0828/07 1DS 0824/07 SDP ° z A> f 0 OZ Q 0 �z ° v0 R > '� N ^ N ai n N 0 >00 > p` OO N pN OV 0 C•!'C�i y S 14.8 * 6 CO '000 000 = P �9 ?J y�Je ' wJ N C)` Z y ,,Jc v v ° o n c m o c X 'Pi Z,e+-y 0 a % O N " Gi o\ .m D I ° R ZO.J .oS� W 0, p m m _mu r Z Rrl r, L'S9.�m N.vrar �m � O N a� Rti1.e p.9 A o°vl NQ K? I O O N yr f L" z NS A Um /N TNz �d In u N r J 7, T � N v r V1 po s v it ppb t6� [+ N O y `m 66 4.4 81 Ry pB V b' O T n (p N O C v m CD 1 < r- 0 e cr9'^ • W e C N r« + C 0T y Q ln�f. o p• r 0 N p <. — i P. O Ln g3�"� nos' 844 N Reo�z osi> Cq, ss�a 4Fe�^ sS ACV SgMat _ Sg$�g 9rg o g-s.•� J^Y V SJ+ 3 S„ v / � o 3 cX y 1i�' czi czi \ �o g m ti:p:Qy•'•':':'':. 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