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Home My WebLink AboutSCIMITAR #2 BLK 2 LT 34imito Block 2 Lot 34 #051 - 132- 52 Municipality of Anchorage On-Site Water and Wastewater Program •(907) 343-7904 Page / of 3 ON-SITE WASTEWATER INSPECTION REPORT QS(/ 3252 Permit Number: 0 51. /Cf / 85 PID Number: 64710*1174 Dwelling:OSingle Family(SF) ❑ Duplex(D) ❑ Multiple (SF and/or D) Project:,'New ❑ Upgrade Name: ABSORPTION FIELD Address ❑ Deep Trench(0 Shallow Trench DIBed CIMound Q EO� 70'1(1)6P 54,A J�/� ❑ Other Phone 4_ ` �� Number o Bedro GPD /SF ms Soil Rating Total depth from original grade 6 / 7 5 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade Gravel depth beneath pipe Subdivis'on7 Block Lot 7/� 3, 5 Ft. q Ft. Cf�u(( Z J% Fill added above original grade Gravel length Township Range Section —'- Ft. 3 Qp Ft. Gravel width Beds:Number of Lines Distance between lines SEPARATION DISTANCES 5 Ft. — Ft. To Septic Absorption Lift Station Holding Sewer Total absorption area Number of trenches Dist.between trenches From Tank Field Tank Line 3 g"QFt2 r Ft. Well TANK pieptic 0 S.T.E.P. 0 Holding 0 Other Manufacturer jJ�,/� ��/�j Capacity �q Surface Water /�� /�O — /4�C e/U e (/7V r" / 6 0 Gal. / Material Number of compartments Lot Line / /0 4 Sr-i-----t---L- Foundation r-i— ',FL Foundation /Q 7O /.� — _ NA LIFT STATION Abef Manufacturer Capacity Curtain Drain 50!& 5-04. - Gal. Remarks ', /gLLLpii Pump on level at Pump off level at High water alarm at Aj0 60 in. in. in. Pump make and model Electrical Inspections performed by PIPE MATERIAL House to tank Tank to Installer Q 3.3ff drainfield h_ray , f t 4 Al DrainfieldQc3.a34 CO/MT Qso3 Inspector /V or- r1. • BENCH MARK (Assumed elevation) /0 6 ft 'r Inspection 3./6:07/e 4� /a/j n //� Location and description 4 4Q/� /� dates: 2 O( (� COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL Engineer's Stamp xi Conditional Approval: Date a Q"�"'.••"•••••.:¢S h . * . 49.x' "Is* I .. .. •••/;1111•/ i1,32.:t... Steven W. Eng • .A Approved 1,. / A . i Date 3/R-08 :4 eot k,pR • •••OFEssioNA�•' Inspection Report_9-1-12.doc / ,(2, /09e Alternate S Trench 62 4vo�\. Absorption `w� �� X0, Trench Jw� �_ �p/ 1000 Gallon Septic Tank • O * N 'nco * Flat Slope eptic �Q' NN/ Al,VP fc• Area.Q � e�� Qy 3 Bdrn >C, S tr Lot 35 `o- 4 / Vacant \25% Slope /< / \ 6'2' / Flat Slope 2". w� J // Proposed 0 Well R101 No onflicts Lot 3 Lot 33 25% SIQp- 0 Septic Area / Lot 4 AS-BUILT MEASUREMENTS / A B ST1 24 14 ST2 27 20 DCO 32 27 CO1 38 33 MT 62 42 / CO2 62 42 I NORTHRIM ""• ,+ � ''`tti SCIMITAR #2 1" = 40' ENGINEERING !'�49mI ' ' % 34 RECORD SteveEng.com $; : BLOCK 2 LOT PO Box 770724 + stew t. LAYOUT Eagle River, Alaska 99577 .IT/ i?_ WASTEWATER DESIGN 907. 694. 7028 '' �" SEPTIC SYSTEM 8/6/18 SHEET: 3 Foundation Cleanout Elevation @ 97.5' Tank Cleanouts Elevation @ 93.5' , 7 Fin ^amide Apposing Cleanouts Between Septic Tank & Trench 4 Foot Cover or Equal Elevation @ 93' k"_, / .--To End-Point of Trench 1000 Gallon Steel levation @ 93.x' 'Anchorage Tank' Elevation @ 92.8' Solid Pipe Elevation @ 94' Monitor Tube Elevation @ 93.5' CO Slope rilti Elevations Both Ends "'"`' �® ORIGINAL ------- 30 Filter�� Fabric._ ,,d....1.,/41/4Elevation @ 90.5' Y. i7ttONO4 i.Effective Depth„ ��! 4 5 p 4 0 x. �Y_y!Y_iY-� Elevation @ 86.5' a ei IP%i TH Elevation @ 79' (No Water @ 10/18/16) �� ,011111,170 5.0 NOR THRI M •`'s""‘"% ENGINEERING �:".-•--ilt- TRENCH END VIEW SCIMITAR # 2 SteveEng. com * • ...: SEPTIC TANK PROFILE 17237 Boor Pow Circle � u.Y. ....if • BLACK 2 LOT 34 Eagle River, Alaska 99577 �Is' ��_� t 907.694.7028 �I /f SEPTIC SYSTEM RECORD Dote: wnBy: SE Sole: ,, - 5 S"EET of 3 8/6/18 I I SE ' / / / // / / / v' // 00 __ / • • , 10' UTILITY EASEMENT „ \Jttv / --, SEPTIC PIPES Q� / ryoo° 66., d'v P.7 . Lot 35 "Pc) ?.›. / ? Y ti if°•,r• ti a' / / R• / / A03, . / / ry / / // / 2 STORY/ / / RESIDENCE / / / / / / / / / / // / Lot/ / 3 4 /7 s.f. Lot 3 Rs. �o '�Ao / 0 0 / a0 Lot 33 / / \ ` 10' UTILITY EASEMENT / / Lot 4 / // / PLOT PLAN AS BUILT X SCALE 1" = 50' GRID NW 1261 Project No. 16-168/B4 11500 Daryl Avenue, Anchorage, Alaska 99515-3049 Lang & Associates , inc . (907) 522-6476 Phone 0000Op‘‘ (907) 522-4625 Fax oc Professional Land Surveyors kenOlangsurvey.com o OF g L 0� jonathanOlangsurvey.com d'��•'. •.9SQQ I hereby certify that I have surveyed the following described property: aO�)/ �'\ —57 LOT 34, BLOCK 2, SCIMITAR SUBDIVISION #2 (PLAT 74-190) *• 49TH �� '. *QD Anchorage Recording District, Alaska, and that the improvements situated thereon are within the property lines and do not encroach onto the property adjacent thereto, that 4 . / ( Q no improvements on the property lying adjacent thereto encroach on the surveyed �O' ':"ICEtJ ETH G` LA premises and that there are no roadways, transmission lines or other visible 0 rtc\ • � easements on said property except as indicated hereon. Q s '�11,62166t 1 • �4 �� '•.LS-5 02.•' c.; Dated this the w i Day of IerL(A , i.c) 7= , at Anchorage, Alaska Q ,o • �Od 40QRO_SSIONA�-�a It is the responsibility of the owner to determine the existence of any easements, `1 .400' . covenants, or restrictions which do not appear on the recorded subdivision plat. AECC963 •! s. • ! . t sa � � OWNER OF LAND: Jehonathan Bates ADDRESS: 20215 Tulwar Dr. LEGAL DESCRIPTION Scimitar #2 Block 2 Lot 34 DATE: 8-8-18 PERMIT NUMBER: OSP181246 DATE OF ISSUE: 8-7-18 TAX IDENTIFICATION NUMBER 05113252000 Is well located at approved permit location: ®Yes [—]No Method of Drilling: ❑air rotary cable tool Depth of Well: 460' Casing Type: Steel Wall thickness ,250 inches Diameter: 6 inches, depth 44 feet Liner type Static Water Level: 18 feet Recovery Rate .8 ® gpm gph Method of Testing Air Well Intake Opening Type: ❑ open end open hole ❑ Screened Start feet Stopped ❑ Perforations Start feet Stopped Grout Type: Bentonite Volume: 40 lbs Depth: from 2 feet, to 42 feet Well Disinfected Upon Completion: ®yes F no Method of Disinfection: Chlorine 50 PPM Comments: Hvdro-fracked Bore Hole Data 1 Depth From To 0 2 Casing Stickup 2 4 Overburden 4 12 Silty Sand & Gravel w/ Boulders 12 18 Silty Sand w/ Gravel Wet 18 120 Bedrock Green 120 162 Bedrock Gray Soft 162 250 Bedrock Green Hard 250 291 Bedrock Black w/ Quartz 291 322 Bedrock Green Hard 322 325 Bedrock Purple 325 350 Bedrock Green w/ Quartz 350 372 Bedrock Purple 372 422 Bedrock Green Hard 422 432 Bedrock Gray 432 460 Bedrock Green Hard Drillers Name: Cole Sullivan ATTENTION: It is the responsibility of the property owner to submit a copy of the well log to the proper authority. Municipality of Anchorage: Department of Health & Human Services and/or Department of Environmental Conservation. MatSu Borough: Department of Environmental Conservation. Legal Description Scimitar #2 Block 2 Lot 34 U Pump Installation Date: 9-17-18 11 Pump intake Depth Below Top of Well Casing: 432 UPump manufacturer's Name: F&VV 1 01 UPump Size: 1 11 Pitless Adapter Burial Depth: 10 Pit|essAdapter Installer: Dean Construction Disinfected Upon Completion? N yes F-1 no U Method of Disinfection: Chlorine 50 PPM 11 Comments: PitlessManufacturer: Martinson UPump installers Name: Sullivan Water Wells Property Owner Name &Address JehonathonBates feet hp feet Attention: The pump installer shall provide a pump installation log to the DSD within 30 days of pump installation. MUNICIPALITY OF ANCHORAGE mens On-Site Water&Wastewater Program `o� Sir PO Box 196650 4700 Elmore Road Anchorage,Alaska 99519-6650 Phone:(907)343-7904 Fax:(907)343-7997 http://www.muni.org/onsite - H 1)c I' irttri •nt �h�HOP�6E On-Site Water System Permit Permit Number: OSP181246 Effective Date: 8/7/2018 Work Type: Well Renewal Expiration Date: 8/7/2019 Tax Code Number: 05113252000 Site Legal Address: SCIMITAR#2 BLK 2 LT 34 G:1261 Site Mailing Address: 20215 TULWAR DR, Chugiak Owner: BATES JEHONATHAN E & Lot Size in Sq Ft: 40927 Design Engineer: Total Bedrooms: 3 This permit is for the construction of: ❑ Disposal Field 0 Septic Tank 0 Holding Tank 0 Privy 0 Private Well 0 Water Storage All construction shall 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 wastewater code requires inspections during the installation. The engineer shall notify the Development Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall be either: a. Opened and Closed on the same day, or b. Covered, sealed, and heated to prevent freezing rSpecial Provisions: To close this permit please submit: 1. Well Log 2. Pump Install Log 3. Water sample results • Received By: Date: / A Issued By: �,(,�� Date: 9 i UUTY OF ANCHORA GE Development Services Department '\•••,,f• /' Phone: 907-343-7904 On-Site Water & Wastewater Section Fax: 907-343-7997 ON-SITE SEPTIC/WELL PERMIT APPLICATION • Parcel I.D. D5/-112-52. Property owner(s) Z . ek �e5 Day phone 5#'629/ Mailing address AP 4:7/ I ep , //A Site address T'it'/ Legal description (Sub'd., Block & Lot) 5C// /,1I 1Z 12 2 Legal description (Township, Range & Section) Lot Size %j 927 Sq. Ft. Number of Bedrooms 3 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field ❑ Initial ❑ Single Family (SF) ffr (w/wo ADU) Septic Tank ❑ Upgrade ❑ Duplex (D) ❑ Holding Tank ❑ Renewal [[� Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well Water Storage ❑ THIS APPLICATION INCLUDES A WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. (Sig ture of operty owner or authorized agent) Permit/Rush Fees: ,U1D ' Waiver Fees: Date of Payment: g 2.4 Date of Payment: Receipt Number: 3)J g Receipt Number: Permit No. (35e lg laq(p Waiver No. G:1Development Services\Building Safety\On Site Water and Wastewater\Forms\Client Forms\Permit Application.doc p0 10' UTILITY EASEMENT / SEPTIC PIPES Lot 33 Lot 35 2 STORY RESIDENCE Lot 34 / 40,927 s.f. / oti oo• / o0 5 Lot 3 10' UTILITY EASEMENT /v Lot 4 PLOT PLAN AS BUILT X SCALE 1" = 50' GRID NW 1251 Project No. 16-168/134 11500 Daryl Avenue, Anchorage, Alaska 99515-3049 Lang & Associates, inc. (907) 522-6476 Phone oopppp0o Professional Land Surveyors (907) 592-46y5 Fax kenOlansurvecom OF q•��op4 jonothanOlongsurvey.com �0 .• S QO I hereby certify that I have surveyed the following described property: LOT 34, BLOCK 2, SCIMITAR SUBDIVISION #2 (PLAT 74-190) Anchorage Recording District, Alaska, and that the improvements situated thereon are 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 premises and that there are no roadways, transmission lines or other visible easements on said property except as indicated hereon. Dated this the ZLd' Day of Mi�«4 SIU , at Anchorage, Alaska It is the responsibility of the owner to determine the existence of any easements, covenants, or restrictions which do not appear on the recorded subdivision plat. �*TH� �9*� ........4...-....A............ KENNETH)fG�LAtI�F •' a; �l`bl�as LSS-5202. • ' C3 xp' QORGFESSIONA� Joo �OO�poo� AECC963 Permit Number: Tax Code Number: Work Type: On-Site Water & Wastewater System Permit 0SP161185 05113252000 WellSeptic MUNICIPALITY OF ANCHORAGE Development Services Department On-Site Water & Wastewater Program 4700 Elmore Road, PO Box 196650 Anchorage, AK 99519-6650 Telephone: (907) 343-7904 Initial Permit Effective Dates: August 10, 2016 to August 10, 2017 Design Engineer: NORTH RiM ENGINEERING Subdivision: SCIMITAR #2 Site Legal Address: SCIMITAR #2 BLK 2 LT 34 G:1261 Owner/Address: BATES JEHONATHAN PO BOX 70488 EAGLE RIVER AK 995770000 Site Mailing Address: Lot Size in Sq Ft: 40927 Total Bedrooms: 3 This permit is for the construction of: Y Disposal Field Y SepticTank N Holding Tank N Privy Y Private Well N 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 wastewater code requires inspections during the installation. The engineer must notify the Development Services Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either: A. Open and Close on the same day. B. Covered, sealed, and heated to prevent freezing. Received By: Issued By: Date: °~// Community Development Department Development Services Division On-Site Water & Wastewater Program MUNICIPALITY OF ANCHORAGE ~" Phone: 907-343-7904 Fax: 907~343-7997 ON-SITE SEWER/WELL PERMIT APPLICATION Parcel I.D. 43 ._~'/ -/3Z-- .~'~ Propertyowner(s) ~-, _)_~¢,t'5 Dayphone Uailingaddress ~ ~ ~~ ,' Site address ~f~ ~ )~¢~ ~/~ Legal description (Sub'd., Block & Lot). ~f~/~ Legal description (Township, Range & Section) Lot Size ~Sq. Ft. Number of Bedrooms APPLICATION IS FOR: APPLICATION IS AN: ([~;~] all that apply) Absorption Field ~ Initial /~ Septic Tank ~ Upgrade [] Holding Tank ' [] Renewal [] Privy [] Private Well ~ Water Storage [] TYPE OF DWELLING: Single Family (SF) (w/wo ADU) Duplex (D). Multiple Dwellings (SF and/or D) THIS APPLICATION INCLUDES A VARIANCE /WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. (Signature of property owe. e/r/or authorized agent) Permit/Rush Fees: Date of Payment: Receipt Number: Permit No. Waiver Fees: Date' of Payment: Receipt Number: Waiver No. Permit App_9-1-12.doc TH IM INEERING MEMO Steve Eng, PE, PH (907) 694-7028 SteveEngPE~gmail.com Date: 7/1/16 To: MOA On-Site Services Subject: Scimitar #2, Block 2 Lot 34 Septic System & Water Well- New Construction Number of Pages: 4 The subject property vacant with new house plam~ed, served by water well & septic system. Favorable soils were discovered, similar to other soils in the neighborhood. A conventional system is proposed for a 3-bedroom home. The proposed water well is sited. Easements are noted. If there is need for additional information or clarification please give me a call. Thanks-Stev~~ Scimitar #2, Block 2, Lot 34 SPECIFICATIONS & DESIGN GUIDELINES Wastewater System Sizing: This is a new 3-bedroom, single family home. This is an established subdivision, but some of the neighboring lots are not yet developed. These lots are large and are served by private water wells. No adverse impacts are expected from development. No conflicts to the other lots will take place by this septic system construction. The easements are located on the drawing and are not encroached upon. Soil tests revealed sandy soil/gravel & cobbles with low silt. An application rate of 1.2 GPD/FT2 with 0.5 reduction factor for utilizing a 5' wide trench. Trench Length = 375 FT2/5'x .5 reduction factor = 37.5'; 1 line ~ 38'. No bedrock was encountered or groundwater was encountered. Specification Requirements: All components and work must comply with the Municipality of Anchorage Specifications (AMC) & State of Alaska Drinking Water Regulations and Wastewater Regulations. · Two compartment, New 1000 gallon septic tank. Install new Double Cleanouts. · 5' minimum between the tank and trench. 10' to property lines. · 3' of cover or insulation is required for trench; 2" Minimum thickness for insulation can substitute for 1' cover. · Tank & solid pipe must be set on well compacted, stable soil. · 4 inch diameter cleanouts with airtight caps are required 1' to 4' from foundation wall, prior to amy 90 degree bend in 4 inch line, in each tmak compartment, and two adjacent opposing cleanouts between the tank and the absorption field, not more than 10' from the tank positioned to provide cleanout access towards the tank and towards the absorption field. · All cleanouts must extend to at least ground level. · In solid pipe runs, ASTM D-3034 may be used in lieu of cast iron. · Trench to be placed level, miulmum of 4' to groundwater, 6' to bedrock from drain-rock. · Drain rock to be ½ inch to 2 ½ inch screened. Drain rock to be distributed uniformly throughout the trench. · Perforated pipe to be installed level with perforations down. · Silt barrier (filter fabric) to be installed above the drain rock. · Smeared trench sides must be raked or scarified before drain rock placement. · Backfill over drain rock must not be less than 36". · The finish grade must be mounded to promote drainage away from trench. · Insulation must be placed over any pipe installed under driveways or parking areas. · Approved pipe materials include cast iron, PVC ASTM D3034, PVC ASTM F789, ABS ASTM D2661, · Sewer Service Line is minimum 2% slope. · Septic Tm~k to be pumped every two years or when required. · Insulation board to be extruded direct burial polystyrene (D~o~.~ HI/equal) DESIGN NOTES: 1. Trench Depth At 7.5'. 2. Sewer Service Line minimum~% slope. 5, Insulation Line Under Driveway. 4. Lots Served by Private Wells. 5. No Conflicts Within 200'. ~bsorp~ion 'tenth Pt]ch ~eptic FLa~c SLo 000 GaUon Sep~;ic / Flat Slope 3 BdrM SLope Lot 35 Vacant Proposed 0 ~eLI No Lot 3 Septic Area Lot 33 ?5% SI¢ Lot 4 N OR THRIM ENGINEERING I~0 Box 770724 I Eogle River, Ala~ko 9~577 907.694. 7028 SCIMITAR #2 3LOCK 2 LOT 34 WASTE~ATER DESIGN SEPTIC SYSTEM PLAN LAYOUT 8/10/16 40' oF 3 o ~. SBILS LOG - PERCOLATION TEST Do..te Per?armed: 6/21/16 Per?armed For: J, Ba.tes Legal Descrip.tion: Scimi.tar ~4P B8 L34 5 - 6 - 7 - 8 - 9 - 10 11 - 18 - 13 - 14 - 15 - 16 - 17 - 18 - 19 - 80 - 81 - DEPTH (FEET) Or9anic T,H, Loc0,-tion: See A.t.tached Design SP Scnd w/ Gravel Cobb(es Denser 1 Groundwater? No Depth -- Water Depth A?ter Monitorinq,None Date: 6/89/16 ~ Date Gross Time Net Time Depth Net Drop 1 6/81 0 -- 7, -- 8 6/81 10 10 rain, 10,5' 3,5' 3 6/81 18 -- 7, -- 4 6/81 88 lO Min, 10.5' 3.5~ 5 6/21 25 -- 7, -- 6 6/21 35 10 Min, 10.5' 3,5~ 7 6/21 37 -- 7~ -- 8 6/21 47 10 Min, 10,5~ 3,5' 9 6/21 50 -- 7' __ 10 6/81 60 10 Min. 10.5' 3,5' PercoLation Rate 3 min,/inch Pert HoLe Diameter 6~ Test Run Between 3' and 4' Comments: Presoaked. Mpnc;t.~red -t;n neo~r~m't: 1/1G'th inch, PerFormed By~9, I~ CERTIFY THAT THIS TEST WAS Perf'ormed in Actor"do. nee wi.th Att S.to,.te/Municipcd GuideLines in Ef'f'ec.t ON THIS DATE, DATE~ 6/P1/16 NOR THRIM 907. 6g~. 7028 TESTHOLE LOG l-H1 GEOTECHNICAL ~%/a9/i6 ~i~: