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Home My WebLink AboutBEAR RIDGE LT 6Bear Ridge Lot 6 #067-621-13 Municipality of Anchorage Development Services Department .•, `= Building Safe Division � 9 H \ / Onsite Water 3 Wastewater Program, 4700 Bragaw St P.O. Box 196650 Anchorage, AK 99519650 www.d.anchorage.ek.us (907) 3437904 Page 1 of 3 Onsite Wastewater Disposal System and/or Well Inspection Report Permit Number. SW060390 PID Number. 067-621-13 Name: DAVID BOWDISH Wastewater System: ■ New p Upgrade Y Address: 18804 SANCHET LOOP • EAGLE RIVER AK 99577 ABSORPTION FIELD Phone: No. of Bedrooms. (907) 230-4768 4 ooeep Trench ■Shallow Trench Deed OMwnd Gather LEGAL DESCRIPTION Sol R.Unw 1.2 Tth otd D.pearn x196 Rads arae, rt 9.5 MAX. rt Block: Lot: Subdivision: O.pth b Pb. Wlan, earn •r" srad� fiwl depth beneath pkc - 6 BEAR RIDGE SEE DWG. rt 4.07 rt Township: Range. Section: n a6e.d oboe. ar"d predc aro,* lmeth: - - - SEE DWG. rt 50 rt WELL: ■ New p Upgrade r p..l eldth: 5 fl„r„pr Of a 1 Oktmd W. IMc — rt FL Qlk;*W tbn Pl ot., "Q: Total D.ptic Cees To: Total absorplkn see: Pp• metra: PRIVATE 213 213 500 3034/ F-810 rt rt xi rt SULLIVAN WATER WELLS Dot • Orbet O/18/07 stark rat- L•'t ARTESIANTL Insl~ OWNER Dal. ladled: 10/16-18/2007 nrQPang 30 !et At 157 Corry 11.f�1 Abow Gama 2 TANK „ rt in. SEPARATION DISTANCES ■Septic ClHolding CIS.T.E.P. oother io Septic Absorption Lift Holding Wk/Pnvot• uonukclwr GREER TANK Capacity H paknc 1250 ram Tonk Field Station Tank S~ LM• well too'+ too'+ - - 25'+ solea: STEEL lwnrbr of wrrprbrr.nic 2 Surface water 100'+ too'+ — — — LIFT STATION Lot Line 5'+ 10'+ — — — Sue In palmi Nmufmtunr Foundation 5'+ 10'+ — _ °' t"r •t Prnv • of 4h eater al" et Curtain Drain NO KNOWN rkrnrp YeY. r: le clod 10 a tknr pe fmn.d big emarks: BENCH MARK lamlbn enol 0..rblkrc TOP OF GARAGE SLAB 100.00 rt p p y GEG, Ltd. Inspections performed b : Dates: 1st 1o/16/zoo7 o"EER'!EAL 0�0 O 4 2nd 10/18/2007 0 �F gS;%0 3rd - oo��F,. �0 Development Services Department Approval'?fb 0� ............ Conditional Date: DD p p approval: '•.J i y Garness.: �O P E-7�9/j3 :p Opey Reviewed by: — S fl and approved Date: Pro/elsiana, �Q4O4pp00 (R... 4/06) PERMIT NUMBER: AS -BUILT DRAWING PARCEL ID NUMBER: — SW060390 067-621-13 [1 /-71'rdu EXIS r''�• yr / 4 BEDROOM t'e'1"i •� SE NEW 1250 GALLON A SEPTIC TANK ra .s,g1 to;k; has z ALTERNATE SITE THOI Z� ,J \ TEST HOLES LOCATION ON DESIGN WERE SWING TIED INTO HOUSE AND HOUSE LOCATION ON DESIGN WAS NAC=R-TE L=A=D. TM16+ GARNLSS ENGINEERING GROUP, Ltd. INSULATED WITH 4" BLUE BOARD 4' MADE DRAINFIELD .$T1 34.93 76.25 ST2 43.2 62:18 DBL1 45.95 84.18 DBL2 49.86 87.23 C01 70.47 00.86 MTt 72.42 01.30 CO2 91.05 94.49 MT2 92.56 37.42 CONSULTANTS & GENERAL CONTRACTORS —^•- --- IM L TIOp1 IIOAO. IDOL[ 101 • MgWIML Mt N50) • A (901w7_41N - r" (007) =" • Y m- PREPARED FOR: PHONE NUMBER: PAGE NUMBER: 1V. DAVE BOWDISH (907) 230-4768 2 OF 3 LEGAL DESCRIPTION: DRAWN BY: BEAR RIDGE S/D, LOT 6, K.D.M. TYPE OF WORK: DATE' REVISED AS—BUILT DRAWING 2/13/2007 Ill" 01105) S ALE 1' - 50' ao�F c 0 :..I .. . ... ............. I /f t e A. arness.- J/C -7 53 eG \4�nwProle3910 ems/ INSULATION TOP OF TANK AT INLET - 92.80 NEW 1250 GALLON SEPTIC TANK INVERT OF BUNG AT INLET . 92.33 GRADE - 96.11-96.87 - TOP OF TANK AT OUTLET - 92.80 -INVERT OF BUNG AT OUTLET - 92.07 OF GARNLSS ENGINEERING GROUP, Ltd. If - +-m•--•--�•-•-CONSULTANTS& GENERAL CONTRACTORS 7N C 1lOfR I A l IW • A1Meq AQL M N ? • FMK (W?)=T IIlri • FY (9079 a=ee • e M- PREPARED FOR: PHONE NUMBER: PACE NUMBER: •• •••• • ......••••• DAVE BOWDISH 230-4768 3 OF 3 O P a trey Grness.- LEGAL DESCRIPTION: DRAWN BY: Vo - BEAR BEAR RIDGE S/D, LOT 6 KIM. 04�ee�•!�l3�?Q'��4d TYPE OF WORK: DATE: REVISED4oDOpOf 01,10 0 AS -BUILT PROFILE DRAWING 2/13/2008 (Rev. 01N5) Certifteb 'art ing '.Og by D= CO. Abc SULLIVAN WATER . WELLS P.O. BOX 670272, CHUGIAK, ALASKA 99$67 -TELEPHONE 688-2759 t I ' &Qc BoW4+Sh OWNER OF LA1ND:� "`Y� k� BORE HOLE DATA ADDRESS: t ' CIai t :' tt . L (�. F EPTH DT. wL DES iIPMON: r ( ek, - DATE PERMIT NUM13ER: "� '�Date of Issue[ 1 TAX IDENTIFICATION NUMBER: <.•'r/. •fr - '�- Is well located at approved permit location? Yes 0 No Method of Drilling: �r rotary 0 cable tool Depth of well: Casing Type` WallThickness inches Diameter inches, depth �2•1 2feet Liner Type: Casing Stickup Above Ground: feet t static water Level: �� IhtLi f t c'�Jf 0. feet Recover Rate:11;0 gp Method of Testing: Well Intake Opening Type: open end :t open hole 0 Screened; Startfeet Stopped feet 0 Perforations Stet feet Stopped feet Grout Type:L M c ! t olume 100 6r; Depth: from -152- 9 feet, to M0 feet Well Disinfected Upon Completion? Q -Yes 0 No �Q iii Method of Disinfection: 11'.NGt 4t 5C• eI lvo\ Comments: JOY\. CvKA ':Li,n'r�L' ct. fl'cr. ;?e,�iZc� i�FG -7 SI ISI 1 fq3 Driller's Name VA A ATTENTION: It Is the responsibility of the prop&ty owner to submit a copy of the well log to the proper authority. Mi of Anchorage: Department,of Health & Human Services and/or Department of Environmental Conservation. MatSu Department of Environmental Conservation. 10/10 ,39Vd . NJAIlYIS , 6SZZ889 SZ:TT L00Z/0T/ZT ARCTIC PUMP & WELL INC. Jun Sullivan y_ PO Box 770197 tlraelong VM%df Eagle River, AK 99577 Wa 1 um (907) 688-2510 %• ~ (907) 258-2510 (907)745-2510 a wo eci.net Pump Installation Log Well Drilling Permit Number: SW060390 Parcel Identification Number: 067-621-13 Date of Issue: 12-29-06 Legal Description: Bear Ridge Property Owner Name & Address: Lot:6 Dave Bowdish Block: 18804 Sarichef P.M. 1?6,.� AVOQc77 Pump Installation Date: 10-22-07 Pump Intake Depth Below Top of Well Casing: 157 Feet Pump Manufacturer's Name: Dempster Pump Model:11-75-150 Pump Size: 1.5 hp Pitless Adapter Burial Depth: 10 feet Pitless Adapter Manufacturer's Name:Baker Pitless Adapter Installer: Arctic Pump & Well, Inc. Well Disinfected Upon Completion? Yes Method of Disinfection: Chlorine Comments: Pump Installer Name: Arctic Pump & Well, Inc. Arclic Pump d Well, lne. Page 1 of I C-21-2007 01:05P FROM: i� /,07,y 6oblI 70:3383246 P:1/1 Y X Q b [•7 ASBUILT I HEP.EBY CERTIFY .THAT I HAVE SURVEYED THE FOLLOWING DESCRIBED PROPERTY: ,v�.P .oi.4GE",ivp /vT6 AND THAT NO ENCROACHMENTS EXIST EXCEFr AS INDICATED. IT IS THE RESPONSIBILITY OF THE OWNER TO DETERMINE THE EXISTENCE OF ANY EASEMENTS, COVENANTS OR WHICH DO NOT APPEAR ON THE RECORDEDIONS SUBDI- VISION PLAT. UNDER NO CIRCUMSTANCES SHOULD ANY DATA HEREON BE USED FOR CONSTRUCTION OFFENCE LINES, OR FOR ESTABLISHING BOUND- ARY LINES. SCALE --- �� --- .�� ° AtR,� DATEr / + Q. .•...S of; GRID .•f �• 4 .M... .. F8 OvM. Mirk b. -.re LS Ar Aft �w+ o '_ +a ww+► 141 MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water d Wastewater Program �( 4700 South Bragaw Street �p\v P.O. Box 196650, Anchorage, AK 99519-6650 1Q\1 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM / WATER SUPPLY PERMIT Initial Permit Number: SW060390 Legal Description: BEAR RIDGE SUBDIVISION LOT 6 Design Engineer: 0855 GARNESS ENGINEERING GROUF Owner Name: David Bowdish Owner Address: 18804 Sarichef Loop EAGLE RIVER. AK 99577 - Date Issued: Dec 29, 2006 Expiration Date: Dec 29, 2007 Parcel ID: 067-621-13 Site Address: 17343 SANTA MARIA DRIVE Lot Size: 72745 SO. FT. Total Bedrooms: 4 Permit Bedrooms: 4 This permit is for the construction of: Q✓ Disposal Field Z✓ 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. Received By: Issued By: Date: O Date: �Z Z9 06 Municipality of Anchorage -� Development Services Department • � Building Safety Division On -Site Water and Wastewater Program , . L .. �—� 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.orglonsite (907) 343-7904 ON-SITE SEPTIC/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. 2 � r 3, y76 v Property owner(s) • � � Yb' Day phone Mailing address f�v0`( lit Vi c �� L 'rli Zip Code Site address Legal description (Sub'd, Block & Lot) Legal description (Township, Section & Range) Lot Size — / / 6, 3 0�>=S4• Ft. 72,745 Anes THIS APPLICATION IS FOR (®all that apply): Absorption Field H Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well Water Storage ❑ Code 15`7 `7 Number of Bedrooms H THIS APPLICATION IS AN: Initial ❑ Upgrade ❑ Renewal ❑ certify-tha a above informaorrect. I further certify that this application is being made for a Single Family �in d is'�ction is corda ith applicable Municipal Codes. (Signature of property owner or authorized agent) Permit/Rush Fees: i^ 3 S Waiver Fees: Date of Payment: /2 - _- 5- OC Date of Payment: Receipt Number. q Receipt Number: (Rev. 11105) 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 / WATER SUPPLY PERMIT Initial Permit Number: SWO50227 Date Issued: Jul 15, 2005 Expiration Date: Jul 15, 2006 Parcel ID: 067-621-13 Legal Description: BEAR RIDGE SUBDIVISION LOT 6 Design Engineer: 0855 Garness Engineering Group, LTD Site Address: 17343 SANTA MARIA DRIVE Owner Name: JOHN THOMPSON Lot Size: 116305 SQ. FT. Owner Address: 17343 SANTA MARIA DRIVE Total Bedrooms: 4 Permit Bedrooms: 4 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 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. Date: 7 c -- Issued BtrlT Date: -7 t' o Municipality of Anchorage •r.i .., ,, Development Services Department '11- � V Building Safety Division , On -Site Water & Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519.6650 www.el.anchorage.ak.us (907) 343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. 0& 9 - tloAl — /3 _ Permit Number Property owner(s) JOHN THOMPSON Day phone 240-2020 Mailing address (1) 17343 SANTA MARIA DRIVE * EAGLE RNER, AK. Mailing address (2) Y�t'.S�%Tt�klij� Legal description (Lot, Block & Sub'd.) LOT 61 BEAR RIDGE SUBDMSION Legal description (Section, Township & Range) N/A Lot Size /11g , 505- Acrese Number of Bedrooms 4 THIS APPLICATION IS FOR: Sewer Only ❑ Well Only ❑ Sewer and Well 0 Water Storage ❑ Sewer Upgrade ❑ THIS PROPERTY CONTAINS: Hat 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 fora Single Family Dwelling and is in accordance with applicable Municipal codes. GARNESS ENGINEERING GROUP Ltd. s'Pt'u wt�t Permit Fees: 1400 -P'-75Waiver Fees* Date of Payment: 7-�"� Date of Payment: Receipt Number. C)7C>(-Cx�) -,'mReceiptNumber:. ekr)')<.C. M l utok GARNTESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS n --_,,,.--- " - August 27, 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 Swd�43`9 6 Ref: Proposal for revisions to septic system and proposed well location for Bear Ridge; Lot 6, To whom it may concern: Per the request of the owner, we have revised the well and septic system design. The proposed 4 bedroom house is to serve by a private well and septic system. We are proposing to install a 1250 gallon septic tank and a deep trench type drainfield. Two test holes were excavated on the property. The drainfield will be designed around the 30 foot radius of test hole #2, which had a percolation rate of 1 min/inch. Comments regarding the design are summarized as follows: 1. SOILS: See the attached logs which show the soil classifications, groundwater monitoring, and the percolation test results. 2. DRAINFIELD DESIGN: See attached design drawing for drainfield specifications. 3. SURFACE WATERS: There are no surface waters within 100 feet of the proposed septic system. 4. TOPOGRAPHY: As can be seen on the attached design drawing the average topography below the drainfield is a 15-20 percent slope running approximately northeast to southwest. We are 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. P.E., M.S. NOTE: Attached is a site plan drawing. a design drawing, one soil fog, which are all part of the design package for this septic system. (Contact G.E.G. Ltd. for 7 page construction specification letter.) 3701 E. Tudor Road, Suite 101 ' Anchorage, AK 99507-1259 Ph: (907) 337-6179' Fax: (907) 338-3246' Website: www.gamessengincering.com OCT -9-2007 08:538 FROM: Y TO:3437997 P:1/1 D$R. Construction, Inc. 18804 Sarichef Loop Eagle River, Alaska 99577 Phone 230-4768 Fax 694-6509 Fax To: Municipality Of Anchorage Onsite Division Ph. No. 343.7904 Fax No. 343.7997 Subject: Septic System To whom it may concern Pages Ind This One: Date: 10/98007 Job No: 07-1382 I'm wrNng this letter in regards to installing my own septic system at my future home. I have been in construction for over 24 years. During that time I have had over 1,000 hours on rubber tire badchoes, Over 500 hours on loaders mostly of the skidsteer type, and over 300 hours on various types of equipment.) will be on-site and running the equipment for this project with Gamess Engineering doing the Inspections. The project Is located in Eagle River, Alaska and the permit number Is 07-E3132 Please let me know if you need any additional Information. David 8owdish President ru)rCCnStruCtiQn(6)3K 11el Snn� Oto D3Q6 t�l! r, t RIDGE SAY /moi- / I\ ws / LOT 10; \, / - BEAR RIDGE S/D C (VACANT) 1-20 / LOT 9; \ / BEAR RIDCE S/D / (VACANT) LOT B; I BEAR RIDGE / OT BEAR LRIDGE S/D / I � I I \ I LOT s: \ I BEM RIDGE S/D \ (VACANT) \\ I1 I _�., 1/ REVISED DESIGN PROP 4 SEDR HOUSE 1 I THI jt / 1F1/8i LOT 7; BEAR RIDGE S/D (VACANT) .T \ PROPOSED SEPTIC SYSTEM - - (SEE DESIGN PACE 2 OF 2) I I\ II II II II TRACT 3; ROBERT T. THOMAS S/D I I I I I I i I i V r r TRACT 4: /I ROBERT T. THOMAS S/D I I I I I I I I Si,I I I 1' 100' I L ---------- LOT 1; JANET DAVIS S/D C, �v GARNLSS ENGINEERING GROUP, Ltd. p* ; CONSULTANTS& GENERAL CONTRACTORS •••.. ' ' ' •"'•• iroi a moos sow. sort .o. • wcwouoc r sever • wn[ ( -oar • ru (m w . smme .... .•T 0 PREPARED FOR: PHONE NUMBER: PACE NUMBER: •• " A. .Ga " ":"' DAVE BOWDISH ) DRAWN BY: �Q e A Gar es.. 907 230-4768 1 OF 2 p � DE— :• e� LEGAL DESCRIPTION: BEAR RIDGE SUBDIVISION; LOT 6. K.D.M. �Q a e� ••J�I AT** ov TYPE OF WORK: ��OpppOo��o SITE PLAN FOR PROPOSED WELL AND SEPTIC SYSTEM 1 9/7/2007 4 (Rev. 01W) EEG, LIC. HAS A ! rAot prLldrAwlRln NUMBER OF BEDROOMS:4 LETTER THAT PERTAINS TO HE DESIGN. / 1 TO OBTAIN A COPY CE THE LETTER GALLONS PER DAY (CPI MI600 N. CONTACT GEC. BY PROCEEDING FORWARD PERCOLATION RATES: 1 MIN./INCH \ WITH THIS INSTALLATION. THE ENGINEER, PROPOSED APPLICATION RATE:1 / WELL DRILLER, CONTRACTOR AND MINIMUM DRAJNFIELD SO.FT.: 800 / PROPERTY OWNER AGREE THAT THEY \ HAVE READ THESE SPECIFICATIONS AND DRAINFIELD DESIGN: AGREE TO ACCEPT THE TERMS AND / ONDRIONS OUTLINED. MAXIMUM DEPTHAO FEET WIDTH: 2.5 FEET LENGTH:45 FEET M.OA APPROVED SAND FILTER: N/A _ •, r : I / EFFECTNE:7 FEET FACTORREVISED DESIGN REDUCTIONACTUALS0. 830 N/A �'• ° INSTALL DOUBLE \ .{'. �s �• CLEANOUT .:.; ,. •„,” 1250 PROPOSED OLS`::• SEPTIC TANKINSTALL / N I \ / �••:'`•I"' FOUNDATION I \ CLEANOUT $. LTERNATE SITE vTiLL REQUIRE AN '��'' • i ADVANCE TREA MENT SYSTEM �• { + ' INSULATE WITH I I ..•^�'�` 4' BLUE BOARD 1 4' WIDE / c0 4� • ` PROPOSED \ ^ TH,2 4j TMl�+ 10' TAA MELL N _ N E: THE SOUTH AND WEST LOT LINES GISTERED IN TUURRVEYOR PRIOR SL BE FLAGGEDT 0 CONSTE SRUCTION. 11 GARNESS ENGINEERING GROUP, Ltd. .....,......,....m.+.�•nn.+�. CONSULTANTS & GENERAL CONTRACTORS .. .... • ""¢. IMI L TIOOII IIO10. WI[ 101 . AMt1gI1M:L Nc eam' n.ol[ TrOfjWn 1" • rM T007)S.Y- " A512 ewgvr�ywwvGe.•e O PREPARED FOR: PHONE NUMBER: PAGE NUMBER: ..,.�. T i;OFNE 5' DAVE BOWDISH (907) 230-4768 2 OF 2 �'13 ' CE -795 : 4 LEGAL DESCRIPTION: DRAWN BY: 4 0 BEAR RIDGE SUBDIVISION; LOT 6. K.D.M. �0 a/T�o FoAv ATE' TYPE OF WORK: 4�O��OppO�� DESIGN FOR PROPOSED WELL AND SEPTIC SYSTEM 9/7/2007 (Rev. 01105) GARNESS ENGINEERING GROUP, Ltd. .-.-..».. ..«. CONSULTANTS 6 GENERAL CONTRACTORS'�'�^ ]>01 E 111Dp1 MYO. SUrtE lol ' AMCWP�LL ML --W ' PIIOMC: YO) )-11)Y' EN YO) —73M' YFBSIIG yom"'�P W ^ SOIL LOG - PERCOLATION TEST LEGAL DESCRIPTION: BEAR RIDGE, LOT 6 PERFORMED FOR: DAVE BOWDISH DATE: 8/15/2007 DEPTH (feet) 1- 2- 3- 4- 5- 6- 7- 8- 9- 10- 11- 12- 13- 14- 15- 16- 17• 18• ORGANICS SP TO GP W/SOME SILT (MORE SILT W/DEPTH) TEST HOLE #1 . .• R NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 8/16/2007 1 7:21- • - ' 2 I11�111�111 1 J11� 6 3 HER — 6" — 4 7:23 1 • 6 5 7:23 111111111 6' — �y�� 11fYSi � 1 ��p�i 6 Illilli �idB. • �. DEPTH TODATE GROUNDWATER DRY 8/15/2007 DRY 8/22/2007 N 1 \ 1 1•` / f� 1 ^' REVISED DESIGN i TH/1 SITE PLAN A, 1:f-1-2 DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 8/16/2007 1 7:21- 2 7:22 1 0 6 3 7:22 — 6" — 4 7:23 1 0 6 5 7:23 — 6' — 6 7:24 1 0 6 PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. o tIN[-HtJJ 19 TEST RUN BETWEEN 5 FT. AND 5.5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: KYLE MAUS COMMENTS: PERFORMED BY GEC, Ltd. 1, JEFFREY A. CARNESS, CERTIFY THAT THIS WASr PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: f3 Z'1 0 GARNGSS ENGINEERING GROUP, Ltd. ... .. ,,,.,.,....:...,..-•�..... CONSULTANTS 3 GENERAL CONTRACTORS+�"��' ])01 E 1lIDOM RYD. WOE 101 � AMCMMGL AIL pp90i � PIgML DO )-�IiY � iAL i0 -]3b � YTBSIfL pn,.rrgwYp.mm SOIL LOG - PERCOLATION TEST LEGAL DESCRIPTION: BEAR RIDGE, LOT 6 PERFORMED FOR: DAVE BOWDISH DATE: 8/15/2007 Deet) .�.,?:.�:, ORGANICS REMOVED ; ( ,' 44.0 TEST HOLE 7#2 1- 2- 3- 4- 5- 6- 7- 8. - 3- 4- 5-6•7•8• 9. 10 11 12 13 14 15 16 17 18 SP TO GP W/SOME SILT (MORE SILT W/DEPTH DEPTH TO DATE GROUNDWATER DRY 8/15/2007 DRY 8/22/2007 I` I / i 4i1: 1 s7w •s REVISED DESIGN 1 t;} TH/1 TH/2-- w SITE PLAN All 1'a 100' DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) • . I — 111111111 — 2 1611191 6 0 6 r�� 7:26 NNE I • — 4 7:32 6 0 6 5 7:32 I!ll�Il 6" — 6 7:38 6 DEPTH TO DATE GROUNDWATER DRY 8/15/2007 DRY 8/22/2007 I` I / i 4i1: 1 s7w •s REVISED DESIGN 1 t;} TH/1 TH/2-- w SITE PLAN All 1'a 100' DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 8/16/2007 1 7:20 — 6- — 2 7:26 6 0 6 3 7:26 —5 — 4 7:32 6 0 6 5 7:32 — 6" — 6 7:38 6 0 6 PERCOLATION RATE 1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) 19 TEST RUN BETWEEN 5 FT. AND 5.5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: KYLE MAUS COMMENTS: PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WA PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: B 2 0 GARNESS ENGINEERING GROUP, Ltd.t,�,•'4 -y CONSULTANTS 6 GENERAL CONTRACTORS + ' SOIL LOG - PERCOLATION TEST LEGAL DESCRIPTION: LOT 6 BEAR RIDCE SUBDMSION (PROPOSED LOT 6; CIZEK S/D) PERFORMED FOR: JOE CIZEK DATE:2004 DEPTH (fee ORGANICS TEST HOLE 6 2 3 4 DEPTH TO GROUNDWATER "" GP/SP 3/24/2004 DRY 3/26/200 6 *.-..-POORLY GRADED 5/17/2004 '4 GRAVEL u�nu1 , w/ SAND 7 SILT MIXTURES DEPTH TO GROUNDWATER DATE DRY 3/24/2004 DRY 3/26/200 • - 3/31/200 • 5/17/2004 QIIIIIII u�nu1 ioa. MUIR • 111111111 _ g"�• DIRK DEPTH TO GROUNDWATER DATE DRY 3/24/2004 DRY 3/26/200 DRY 3/31/200 DRY 5/17/2004 DATE BREAD D •. �r'�+E—'19$3 ..... cA? SEE ATTACHED SITE PLAN CLOCK I NET (M N TTER IETEWA EAD NEG 7:08 — 7:18 10 7:18 — 7:28 10 ,10 _ 4• BM NET DROP (INCHES) 3 1/4' 2- 2-! 2- 18— PR(lF•'SS10o PERCOLATION RATE 5 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) 19 TEST RUN BETWEEN 4.0 FT. AND 4.0 T. 20 A FOUR HOUR PRESOAK WAS PERFORMED: N YES ❑ NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: NICK HEISTUMAN COMMENTS: PERFORMED BY CEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS P RF RMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: �o Development Services Department _ Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 Certificate of On -Site Systems Approval Parcel I.D. 067-621-13 Expiration Date: 1. GENERAL INFORMATION Complete legal description Bear Ridge, Lot 6 Location (site address) 3323 Bear Ridge Circle Eagle River, AK Current property owner(s) Rebecca BOWdiSh Day phone (907) 301-2817 Mailing address Real estate agent 3323 Bear Ridge Circle, Eagle River, AK 99577 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: Private Well Water Storage Community Well Public Water System Waiver request for: Received by: El Day phone TYPE OF WASTEWATER DISPOSAL: ❑® Private Septic 0 - ❑- — Holding Tank ❑ ❑ Community ❑ ❑ Public Sewer ❑ COSA to be released to the engineer, unless otherwise requested by the engineer. Date: COSA Fee $ I2, C o v 1.0 Waiver Fee $ Date of Payment 7 --,,?- tl 2 O Date of Payment Receipt Number. 0'2- (I _Q Receipt Number COSA # 05C WI -3 97 Waiver # Distance: 5. 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 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. I acknowledge that On -Site staff may visit the site to verify the information submitted. Name of Firm Forge Civil Engineering Phone 907-522-7773 Address 1399 W. 34th Avenue, Ste. 100 Anchorage, AK 99503 Engineer's Printed Name Michael E. Anderson, P.E. Date 7/22/2020 =/ k�\( IN( OF A& ((/,,, OF qS ®� �4W P,..,,......, g WATER 0S'T'�cn AND -- WASTEv''ATER 10 `•••49th •��®� 6. DSD SIGNATURE ...... ..... .. . '""'� System #1 Approved for .......................................:�: bedrooms ��, MICHAEL E. ANDERSON stem #2 A roved for SApproved Y pp AV No. CE -4381 bedrooms ®sem'••.. ,••'' �� ®� •., 7/22/20 Disapproved .• Fes® ��®® 141, ESS\IL Conditional approval for bedrooms, with the following stipulations: =/ k�\( IN( OF A& ((/,,, L/VT }0,',\ � Original Certificate Date: 4 - 020 The Municipality of Anchorage Development 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. ATTACHMENTS: COSA Checklist X Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other COSA Checklist blue sheet g WATER 0S'T'�cn AND -- WASTEv''ATER o ...)r+r AIA r3_ J JJJi` n_ ..Q5_\ L/VT }0,',\ � Original Certificate Date: 4 - 020 The Municipality of Anchorage Development 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. ATTACHMENTS: COSA Checklist X Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other COSA Checklist blue sheet Legal Description: Bear Ridge, Lot 6 If more than 1 septic system on lot: COSA Checklist # of A. WELL DATA ❑ Well log is filed with Onsite (or attached) Date drilled 10/18/07 Total depth 213 ft Cased to 213 ft ❑ Sanitary seal is functioning correctly ❑ Wires are properly protected Casing height (above ground) '24 in. Date of flow test for COSA 7/7/20 Static water level at beginning of test 0 ft. Comments Artesian Well. B. TANK DATA Age of tank(s) 13 years Tank type/material SEPTIC/STEEL Measured operating fluid level in septic tank Al Standpipes/foundation cleanout per record drawing Date of pumping 7/7/20 / - JRs Pumping D. ABSORPTION FIELD DATA 5' Wide Shallow Trench Which system tested (date installed) 10/18/07 HE ALL standpipes present per record drawing Total measured depth from grade 9.5 ft (max) Measured depth to pipe invert from grade 5 ft (Min) ❑ N/A — pressurized field ❑ Monitor tubes go to bottom of effective. If not, state depth into effective Al Code -required soil cover over field ❑ System presoaked (Required if vacant for greater than 30 days prior to date of test) Gallons introduced gallons Comments/Deficiencies: COSA Checklist yellow sheet Parcel ID: 067-621-13 Structure served by this system Well production at time of test artesian gpm Water storage tank volume None gallons Well disinfected for coliform test? ❑ Yes ❑ No ❑ Coliform bacteria is Negative Nitrate •552 mg/L ❑ Nitrate less than MRL (ND) Arsenic ug/L ❑ Arsenic less than MRL (ND) Collected by FORGE ENGINEERING Date of Sample 7/2/20,- C. LIFT STATION ❑ Required maintenance completed Age of lift station years Lift station material Comments: N/A Adequacy test date 7/7/20 Results ❑✓ Pass For 4 bedrooms Fluid depth prior to test 0 in Water added 652 gal New depth 2 in Elapsed time 1440 min Final fluid depth 0 in Absorption rate '600 and Any rejuvenation treatment (past 12 months) If yes, enter date we E. SEPARATION DISTANCES From Private Well on Lot to: (Please enter distances if less than required or if community well) Septic Tank/Lift Station on Lot > 100' 0 Yes Community Sewer Manhole/Cleanout > 100' Q Yes if No ft✓❑ Yes if No ft Neighboring Tank > 100' F,-/� Yes if No ft Private Sewer/Septic Line > 25' 0 Yes if No ft Absorption Field on Lot > 100' P/1 Yes if No ft Holding Tank > 100' 0 Yes if No ft Neighboring Absorption Fields > 100' Yes if No ft Water Main > 10' Animal Containment > 50' Yes if No ft F/ Yes if No ft Yes if No ft Water Service Line > 10' 0 Yes if No Manure/Animal Excreta Storage > 100' If septic tank is under driveway comment below Community Sewer Main > 75' 0✓ Yes if No ft M Yes if No ft From Septic/Holding Tank on Lot to: (Please enter distances if less than required) Building Foundations > 10' 0 Yes if No ft Surface Water > 100' Yes if No ft Property Line > 5' 0✓ Yes if No ft Wells on Adjacent Lots: Absorption Field > 5' 0✓ Yes if No ft Private Wells > 100' Yes if No ft Water Main > 10' v0 Yes if No ft Community Wells > 200'✓0 Yes if No ft Water Service Line > 10' 0 Yes if No ft If septic tank is under driveway comment below From Absorption Field on Lot to: (Please enter distances if less than required) Building Foundation > 10' Ov Yes if No ft If absorption field is under driveway comment below Property Line > 10'✓0 Yes if No ft Wells on Adjacent Lots: Water Main > 10'✓® Yes if No ft Private Wells > 100' ®✓ Yes if No ft Water Service Line > 10' F/ Yes if No ft Community Wells > 200' Q✓ Yes if No ft Surface Water > 100' 21 Yes if No ft F. ENGINEER'S COMMENTS G. ENGINEER'S CERTIFICATION l certify that l 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. COSA Checklist yellow sheet Mll-rlArL c. ANUUNwiv m' .fir No. CE -4381 °7/22/20 �•�� .••`� i ti