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HomeMy WebLinkAboutGRECIAN HILLS BLK 2 LT 16ian Hills Block 2 Lo1' 16 #017-073-81  Municipality o f Anchorage Development Services Department Building Safety Division On-Site Water and Wastewater Program, 4700 Elmore Road P.O. Box 196650 Anchorage, AK 99507 Page of www.ci.anchorage.ak.us (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number: ~ o$ p ~t 3 1 PID Number: O t'~ - O ~3 - ~ I Name: ~t~ ~c~5~ Wastewater System: ~ New ~ Upgrade Address: PO ~X [tDf~/~nt~m~ ~1~ ABSORPTION FIELD Phone: Be : ~ ~ Deep Trench ~Shallow Trench ~ B~ ~ Mound ~ Other: Soil Rating: Total Depth from original grade: LEGAL DESCRIPTION ~.O ~/~ ~.5 ~. Block: Lot: Subdivision: Depth to pipe bottom from odginal grade: Gravel depth beneath pipe: Township: Range: Section: Fill added a~ve original grade: Gravel Length: ~. ~ Ft. ~0 Ft. Well: ~ New ~ Upgrade O .... I width: ~ Ft. Number ~j lines: I Distance~be~een lines:Ft. Classifi~tion (Private, A, B, C): Total Depth: Cased to: Total absorption area: Pipe Material: Driller: Date Drilled: Static Water Level: Installer: Date Installed: ~,~,d: [ I Casing Height Above Ground: ~" TANK SEPARATION DISTANCES ~ Septic ~ Holding ~ S.T.E.P. ~{ ~ ~Other: T~ Septic Absorption Li~ Holding 'ubli~Private Manufacturer: T~ ~ Capacity: · Station S wo. in A.&Or.F . I Material: Number of Compa~ments: J I ~/A~ Size: ManCadurer: LotLine ~ + [01~ ~ + ~0 Gal. Foundation ~'+ lO'~ ~'l+ ~/A 'Pump on" level at: "Pump o~ level at: I High w~tor ~,~ ~t: Cudain Drain IO I~ ~ ~ J0 I ~ Pump Make & Model Electri~l Inspections performed by: Remarks: BENCH MARK Lo~tion and Description: ~r, fc 51. b Assumed Elevation: Inspections pedormed by: ~c5 ~UE~&~ Dates: 1st ~1 Engineer's Stamp 2nd Development Se~ices Depa~ment Approval ~ .~.. -~ .. ~.. Conditional Approval Date: Reviewed and approved by: e: Y~)~ / , / I ~ESERVE F/£~ LOCATIONI IEASE~ENT 35 FEET E-W I , WIDTH= 5 FEN J' / ' ' TOTAL flEPTH=2.5 FEET //~_ / L£T ]4 I SEWER ROCK-- 2 FEN ~ ~ j / SWINGTIES ~ I I INSU~TION= 2 INCH~ ~ ~, / / ~ ;zo ~o.o ~ l' , ,,2,o5 I I ~ Iu~s~ON i I ~ I Q ~.~.,. ......... ~:_~..~.~.~ _ _ _ ~u~ ~ '~-~'. ~1~11, ,"~-~ SCALE. I 50 F~ SPUNKMND ENGINEERING SEPtiC SYS~EW ASBUILT 2o~ w ~5~. ~VEnUE CRBCIAN NILLS B~OCN 2 LOT 16 ANCH. AK. 9950~ ER/CA WoCASLIN DATE: WANCH JO, 20~ ~907~ 279-~9~6 805~ ~KON/A DN/VE SHEET: 2/~ G~lD: 2~40 PERMIT ~S~090088 PI~ ~017-073-81 OrecionHillsB~L15~.dw~ A B 13.5 32.0 22.0 40.0 132 105 i To Aclvantex Unit --1 1/4' Schedule 40 PVC ! / 3/16' Holes at 24 inches  l' Monitor / 5- Wide ?rench; 0 5' Wide 20' Lon9 2.5' Deep 2.1' ~e~er rock ~ ~' In~ula tion 4' Cover i""? ....... '~ ..... ~?r ...... ' ..... ND SCALE '~ ~ ~ : ~ ~ / ~'/ Cover , rE.& E~E=t~J.t' . ............ .N~o ¢~K=~2~.~' ~,1 ¢t o¢ Septic Rock Effective 'E.~. ¢~¢K:~Z~.~' NO SCALE SPURKLAND ENGINEERING GRECIAN HILLS BLOCK 2 LOT 16 SEPTIC SYSTEM ASBUILT 803 ~i5~h Ave Anchon~De Ak 9950i [~IC~ ~cCASLIN DATE, MARCH 30, ~011 279-291~ ~¢t ~ ~¢ SHEET, 4/4 aRID, ~940 PE~IT ~ S~090088 P~CEL ID ~ 017-07J-81 Greci¢nHillsB2L 16D4. d~g '-----] 6" ~J~AP ADVANTEX -~--~_, AX2O POD 'X II ,NSU~T~'; \ I1: RISER ......... . .............. ~ ...... !! :. ,~ ,~ ~ ELEV.=+/-IOI.5' 6" PUMP-OUT ~ , ~~: ; /I I 1 ',~ - ...... su~ s~c~,o. OF 6" PIPE OVER ~IS CONNECTION I TO PROVIDE E~END TO BRIDGE EXCAVA~ON 1250 GALLON ADVANTEX TANK SPU~KLAN~ ENd~NEE~N6 GR~C~ ~I~ B~OC~ 2 ~0~ ]6 SEPtiC S~S~E~ *S~UZL~ ~03 ~5~h Ave Anchon~ge Ak 9950~ ER/CA McCASLIN ~ATE, .~RCH 30, eO~ ~79-39z~ 80~I ~KOMA DR/V~ SHEET~ 3/4 GR~, ~940 PERMI~ ~ SW090088 PARCEL ID ~ 017-07~-81 GrecionHilIsB2L I 6D~.DWG Municipality of Anchorage Community Development Department - Development Services Division P.O. Box 196650 - Anchorage, Alaska 99519-6650- 4700 Elmore Road Info and Help: (907) 343-8211 INSPECTION: Voice: (907) 343-8300 Fax (907) 249-7777 Inspection Report- ElecFin APPLICATION NO, El0 0086 Subpermit of Master Permit: 10 0086 Permit Type: Electrical New Notes: Please ~l[to Meet- Thanks. Requested by: William BdckWell 440-9351 Schedule Date:02/22/201 brickwell.ihC@gmail.com Preference~l~l~ Inspection #: 110520 Address of Project: 8111 LAKONIA DR Parcel: 01707381000 Legal: GRECIAN HILLS BLK 2 LT 16 G:2940 Description of Work: Work Descr: 2032 sq ft living / 1104 sq ft finished / 928 sq ft garage, Remarks: mgm Contacts Owner Contractor 9073170051 Other 9073448332 Contractor 9072724591 Other 9074412217 Contractor (907)522-5678 Contractor (907)696-4523 MCCASLIN JUSTIN E & ERICA R WILLOWRIDGE CONSTRUCTION LLC 5532 YUKON CHARLIE LP BRANSON DESIGN CO. 12921 STEPHENSON ST ED'S ELECTRIC INC P.O. BOX 210767 MIKE BRANSON 12921 STEPHENSON ST POWER AND LIGHT INC 7721 SCHOON #1 OWNER 4700 S BRAGAW Inspector Comments: F- M L Inspector: Date: M-W Drilling., ]:nc. +P.O. ~ l10389+Anchorage, A.K 99511* e907-345-4000 + 907-345-3287 Fax+ Job No. GROUNDWATER WELL AS-BUILT & LOG Well Owner: Justin McCaslin Legal Descdpfion: B2, Lot. 16/15 Grechian Hills Use of Well: Domestic Hole Depth: 74 Casing Size Drill Method: Well Completion: Open end X Screen Screen/Perforation description: Grout Notes: (3) Sack(s) of Bentonite CONSTRUCTION Cased T~ 73.07' Material: A 53 Steel Perforated Perf. Method: Disinfected: Method: Well Development Method Air Surge Notes: Flowing Artesian S~atic water:level (SWL) +3' Above topof Well yield test at 20 Gals; per minute (GPM) for I hour with 100% of drawdown (DD) from static level(SWL)o Method: Airlift StartDate: 7/06/09 Completion Date: 7/07/09 Pump Install Date WELL LOG Depth in feet from top Details of formations penetrated, size of material color and miscellaneOUs details. of casing. 0 TO 3 Casing Stick Up ' -~3.5 TO 1~-'- Gravel, medium, silty 18 Td -~4-'-I-Gravel' wet, n~uck~ 24 TO '~3 Grav_e?,~s!lty, dry -5~-~-q~---6~-, W~i~{6~ ~h~r;-~5,-C~M~]'.:'~'~'~?: '--(~§ TO 67~ S~lty c ay, hard packed 67- ~ro T3-- water gravel,-~'O-;-G~ TO WAYNE-E~W.~G TO ' T~ TO Mark Beg/ch Mayor Development Services Department Building Safety Division On-Site Water & W~stewater Peogrom 4700 E~mor¢ ~ocd P.O. 8~x 196650 Aachomge, AL 99507 ~907} 343-7904 Pump Installation Log Well Drilling Permit :Number: S'vV,9.,9.9..o.~.8 Date of Issue: q7/17/09 Parcel ldentification Number:O17-o73-87 Legal Description II'Property O(vner'}~ame & Address: GRECIAN HILLS. BLOCK 2, LOT 16 [1 Er/& McCaslin  Anchorage, AK 99516 Pump Intake Depth Below Top of Well Casing: 5¢ feet Pamp Mauufacturer-'s Name: Gmofos Pump Model: 105QE07-200 Pump Size 314 hp Pitless Adapter Burial Depth: 12 feet Pitless~Adapter Manufacturer's Name: Baker Pitless Adapler Installer: gnkno~m Well Disinfected. '[ pon Completion*. [~..]';~ Yes· [] No Method of Disinfeetlon: chlorine pellets Comments: Pump Installer Name: Attention: The pump installer shall provide a pump installation tog to the DSD within 30 days of pump nsrallafion. Permit Number: Tax Code Number: Work Type: On-Site Water & Wastewater System Permit OSP101131 01707381000 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 Renewal Permit Effective Dates: August 03, 2010 to August 03, 2011 Design Engineer: SPURKLAND ENGINEERING Subdivision: GRECIAN HILLS Site LegalAddress: GRECIAN HILLS BLK 2 LT 16 G:2940 Owner/Address: MCCASLIN JUSTIN E & ERICA R & ANNETT ROBERT C & CRYSTAL A 8111 UPPER HUFFMAN ROAD ANCHORAGE AK 995162517 Site Mailing Address: 8111 LAKONIA DR, Anchorage Lot Size in Sq Ft: 43945 Total Bedrooms: 3 This permit is for the construction of: Y Disposal Field Y Septic Tank 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. Special Provisions: Provide an original of the ingress/egress agreement with the inspection report. Received By: ~ Date: ~'//0/~6 Date: ¢//~.~- Parcel I.D. Municipality of Anchorage Development Services Department Building Safety Division On-Site Water and Wastewater Program 4700 Elmore Road P.O. Box 196650 Anchorage, Alaska 99507 www. muni.org/onsite (907) 343:7904 ON-SITE SEWER/VVELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Property owner(s) Mailing address Site address Legal description (Sub'd., Block & Lot) C~r~d~ g;/\% ~lk, Z Legal description (Township, Range & Section) Lot Size Sq. Ft. Number of Bedrooms Day phone Zip Code Zip Code LTI~ 3~ff - o3o 5 THIS APPLICATION IS FOR ([~ all that apply): THIS APPLICATION IS AN: Absorption Field [] Initial [] Septic Tank [~ Upgrade [] Holding Tank [] Renewal [~ Privy [] Private Well ~ Water Storage [] 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. (Signature of property owner or authorized agent) Permit/Rush Fees: Date of Payment: Receipt Number: (Rev. 11/05) / 7 ~- /~/¢'/~-~, Waiver Fees: '7 -~'~ 7 ¢ / © Date of Payment: (-~ ~* 7 '7 /7/ c~ Receipt Number: MUNICIPALITY OF ANCHORAGE Development Services Department On-Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (gO7) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM I WATER SUPPLY PERMIT Initial Date Issued: Jun 17, 2009 Expiration Date: Jun 17, 2010 Permit Number: SW090088 Legal Description: GRECIAN HILLS, BLOCK 2, LOT 16 Design Engineer: 0007 SPURKLAND ENGINEERING Owner Name: ERICA MCCASLIN Owner Address: PO bOX 110983 ANCHORAGE, A 99516- Parcel ID: 017-073-81 Site Address: 8051 LAKONA DRIVE Lot Size: 0 SQ. FT. Total Bedrooms: 3 Permit Bedrooms: 3 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 caIIing (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. A. Provide an origininal of the ingress/egress agreement with the inspection report. Municipality o! Anchorage ~ = = ~ P.O. Box 196650 4700 Elmore Road Anchoraqe, Alaska 99519-6650 · (907) 343-7904 · Fax {907) 343-7997 htr p:l/www,mu ni,or,q/Onsit e Development Services Department On-Site Water and Wastewater Proqram Department **** VARIANCE/WAIVER REVIEW **** WP, fi: 090029 HA//: Permit: 090088 PID//: 017-073-81 Legal Description: Grecian Hills; Block 2; Lot 16 Engineer:. Spurkland Enqineerinq Applicant: I~rica McCaslir1 Your request for a waiver of thc required 50 feet horizontal separation from the absorption field to the slope greater than 25% has been approved. The approved separation distance is 35 feet. This waiver approval applies to the existing absorption field to slope greater than 25% separation only. Any future upgrade to the on-site wastewater disposal system will require all separation distances be met or another approval from this department. Waiver is Granted:. X Waiver Is not Granted: . ' - - II ..vZ- / / fl.~mdof Re~,i~wer Rec//: 015261 Amount: $200.00 Date Paid: 618109 **** VARIANCE/WAIVER REVIEW **** Municipality of Anchorage Development Services Department Building Safety Division On-Site Water and Wastewater Program 4700 Elmore Road P.O. Box 196650 Anchorage, Alaska 99507 www.muni.org/onsite (907) 343-7904 ON-SITE SEWER/VVELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Property owner(s) Mailing address ?0 Site address ~0 $1 Legal description (Sub'd. Block & Lot) Day phone 3~- Zip Code Zip Code BIv., z Lo¥ Legal description (Township, Range & Section) , Lot Size ,Sq. Ft. Number of Bedrooms THIS APPLICATION IS FOR ([] all that apply): Absorption Field Septic Tank Holding Tank Priw Private Well Water Storage 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. (Signature o, ~,,,.,~erty owner or authorized age t) PermitJRush Fees: ateof a ment: Receipt Nurnber: (Rev. 13105) Waiver Fees: Date of Payment: Receipt Number. 7.c Environmental Consulting and Design I SEPTIC SYSTEM DESIGN GRECIAN IIILLS BLOCK 2 LOT 16 Municipality of Anchorage Development Services Department On Site Water and Wastewater Program 4700 South Bragaw Street Anchorage, Alaska 99519 May25,2009 Subject: Well & Septic System Installation Permit 8051 Lakona Drive Ladies and Gentlemen: I am writing to request a permit for the installation of a well and septic system for the above referenced property. The proposed system will serve a 3-bedroom single-family residence. The lot is currently undeveloped. A soils log, site plan, design drawings and construction specifications are enclosed for your review. Several test holes were excavated on lot 16 block 2 Grecian Hills on September 23, 2008. Generally speaking we found hard silt beneath the overlying organics to a depth of 9 feet. The organic layer varied in depth from ½ a foot to 2 'A feet. Ground water seeps were observed at depths varying from 3 to 6 feet. Two test holes were logged (conditions in the un-logged excavations were similar to those presented) and percolation test were conducted immediately beneath the organic layer. Ground water monitor tubes were installed and monitoring will continue though September 30e", 2008. The total depth of the test holes were 9 feet. Percolation rates of 192 minutes to the inch and 480 mtn/in were recorded. The minimum acceptable percolation rate for the installation ora sub surface drain field with advanced treatment is 120 rain/in. The soils identified are not suitable for the construction ora septic system. The developers of lot 16 also own lot 15 and an area suitable for the installation of a subsurface drain field was located along the common property line. Our proposal includes the creation of an ingress/egress easement on lot 15 for the subsurface drain field and a reserve site to serve lot 16. Design Cales: Groundwater at 7 feet below ground surface (5/13/2009) Use 1250 gallon Advantex tank, AX20 treatment unit Soil Rating. From Testhole 5/28/1982 2 rain/in = 6 gal per sq.f~day Design application rate 4 gpd/sq, ff. No. of Bedrooms 3 Required Area per Bedroom: 150/4 =37.5 sq.ft. Total area required: 37.5 x 3 = 112.5 sqft System: We are proposing a 1250 gallon Advantex tank. AX 20 treatment Unit and shallow trench absorption field. The absorption field will be 20 feet long and 5 feet wide and contain 2.0 feet (effective) of sewer rock. 203 West 15~ Avenue Suite 203, Anchorage, AK 99501, Phone: (907) 279-3916 Fax: (866) 354-1597, Lspurkland~gci.net I Suils: A test hole w~ excavated on May 13,2005. See the at~ched soil logs. Ground water w~ monitored for through May 24, 2005. Ground water was at a depth of 7 feet. Surface Water: Surface water was observed along Lakona Drive. All components of the septic system will be located more than 100 feet from this area. Topography: The lot slopes down to the south at a slopes of 15% to 35%. The absorption field will be installed perpendicular to the existing grade Waivers: We are requesting a waiver of the slope set back distance from grades steeper than 25%. The existing drain field 35 feet up gradient from a slope of approximately 35 %. Included with this submittal is a profile drawing showing the drain field and the existing grades. A 35 foot set back will provide sufficient protection against the day lighting of septic system effluent. The installation ofthis septic system will not prevent wells and septic systems from being installed on the adjacent lots. The proposed septic system will not change the general slope ofthe area. Ponding and/or concentration of surface runoff will not result from this installation. If you have any questions or concerns, please contact me at 279-3916. Sincerely, Civil Engineer 203 West 15'a Avenue Suite 203, Anchorage, AK 99501, Phone: (907) 279-3916 Fax: (866) 354-1597, Lspurkland~gci.net I- II II ...LOT ]3 N 10T ~ lOT $ LOT 4 LOT ~4 V~C~NT I I LOT ~ I L~ TA~E~ ~ ON-~ WA~ A~O W~ WA~ ~ ..... ~ ............. ~'""?T"'~'"~ SCALE, 1' = 100 FT. SPURKLAND ENGINEERING 205 I¢ 15TH. AVENUE ANCN. AK. 99501 (907) 279-$916 II GRECIAN Eli, Lq BLOCK 2 LOT 16 ERICA ~(cCASLIN 8051 LAKONIA DRIVE SEPTIC SYSTEI,( DESIGN DATE: APRIL 2, 2009 SHEET: I/3 GRID: 2940 PERMIT #$vogoxxx P1D # OrecionHillsB2LlSDl. dwg ! ~ #-s £-w ~-~ 20 F~T I I1~=~ ~ . .- · ' ' - ~ ~ ' :'.~' -, I ANCH. AK. 99501 ER/CA WcCASUN. -- ~X20 POD 24' 6' POMP-OUT OPTIONAL StJD£ S£C110N OV[R "IHI$ CONN£CTION TO PROVIDE SHEER PROTEC~ON - [XTEND TO 1250 eAU. ON AO¥41¢TEX I'ANK ISPURKLAND ENGINEERING II 203 W15th Ave Anchoroge Ak 99501 £E£Wff ~ $WOgOOXX ER/CA ~tcCASUN 8051 blKON4 OliVE PARCEL Il SEPTIC SYSTEN DESIGN DATE~ NAY '25, ~ SHEET~ 3/4 GRID~ ~140 GrecionHillsB2l I SDJ. D~tG To Advantex Unit 5-Vide Trench: 5' Vide £8' Long 3' Beep ~.0' Sewer rock 2' Insulation 2' Cover -- i Monitor / I 1/4' Schedule 40 PVC 3/16' Holes a 't 24 inches NO SCALE Monitor . ~ / 2' Cover (m/n) 2' Insulo t/on J~ Silt B~rrle 'r~ ~ To Advonfex Uni¢ 2.0 Ft oF Septic Rock Effective NO SCALE SPURKLAND ENGINEERING il 203 VI§th Ave Anchorage Ak 99501 GRECIAN HILLq BLOCK £ LOT 16 ER/CA WcCASUN &OS1 L4KCW4 SEPTIC SYSTEM DESIGN DATE, HAY 25, 2009 SHEET~ 4/4 6RID~ 2940 PER, lIT ~ SF/O900XX P~RCEL ID ~ GrecionHillsB2Ll$fl4.dwg. ---, 0 G", Municipality of Anchorage Developmen! Services Department Building Sa[ely Di'~ion On.$ile Water and Waslewaler Program 4700 South B,'agaw SL P.O. Box tg6650 Mchorage, A~ 99519.6650 (907) 343-?904 Performed For: ~;;~,Oe,c,:~,~n: LTI5 BI.K Soils Log - Percolation Test O. ~1 5. O0I 13- 17- III II o.,.: J 3;56 J ZO.~,., 4: lB j J j 4:30 J GD.;~ ACCORDANCE WITH ALL STAT~ AND ~!U~ItCIPAL GUIDELINES II, I EFFECT Ot-I T~I$ DATE Perlormed For:. Legal Description: Municipality of Anchorage Development Services Department Building Safety Division On-Site Water and Wastewater Program 4700 South Btagaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.oqt/onsite (907) 343-7904 Soils Log - Percolation Test ~.' %.'~ L'-/ .~, q ~ . .-~ Dale P*~o~d:~ L~ I~ Township, Range. So.om Slope Site P~n 2- 3- 4- 7- 8- 9- 11- 12- 15- 19- 20- o Depth t~ Water After p Monitoring? E Reading Date Gross Time Net Time Depth to Water Net Drop I%" ,, [: sz i,,~ zo ,.:~ I '~/t~' I~/~' ,, Z:z~.?,,, f~O .,,:,, ~[1~" PERCOLATION RATE ~' ~ (~n~.~) PERC HOLE DIAMETER ~s?.u..E~E. 't.S . *.o 3 . 0 LLS TI: D U C ALGUDE~'NESINEFFEDTONTHISDATE, DATE: Performed Foc Legal Desc,'lptJon: Municipality of Anchorage Development Services Department Building Safely Division On-Site Water and Wastewater Program 4700 Sou~ Bragaw St. P.O. Box 196650 Anchorage, AK 09519-6650 www.m uni.orglonsite (907) 343-7904 (ENGINEER'S SEAL) Soils Log - Percolation Test /A~C Ce.. ~. I~,~ Date Performed: cJ/2.~/O ~, I~'tJs BIk'Z ~*~ I'~ Township. Range, Section: Slope Site Plan 1- 6- 7- 8- 9- 10- 11- 12- 13- 14- 15- 16- 17- 18- 19- 20- COMMENTS WAS GROUND WATER ENCOUmE.~O? IF YES. AT WHAT DEPTH? Depth to Wa~r After Monltoflng? Date: Reading Dale Gross Time Net Time Depth to Water Net Drop o PERCOLATION RATE ~ I ~ Z, {m,nu~s~n~) PERC HOLE DIAMETER ~ TEST RUN BETWEEN ~ ~ ~ FT AND "~, ~ FT PERFORMED IN ACCOROANOE (IVIT. ALL STATE Ar~o MUNICIPAL GUIDELII~S IN EFFECT ON THIS DATE. DATE: Environmental Consulting and Design Single Family On-site Wastewater Disposal System Construction and Material Specifications Subject Property: Gredan Hills Block 2 Lot 16 Date: Hay 25, 2009 General: 1. The owner shall contract with a contractor to perform the work outlined in these spedfications and plans In accordance with the attached HOA permit. There Is not contractual arrangement between the contractor and the Engineer. The Engineer shall be the owner's representative and will inspect the work to document the contractors activities. Final acceptance of the contractors work rests with the owner and the MOA. 2. The scope of the project Includes the procurement and installation of a 3-bedroom on- site wastewater disposal system at the location depicted on the attached site plan drawings. The scope of the work also includes the installation of a Advantex 1250 gallon tank, an AX-20 treatment pod, a lift station, and a drain field comprised of I trench, 5- .. feet wide x 20-feet long, 3 feet deep, with 2.0 feet of septic rock below the distribution .' piping. The location of the drainfield is shown on the attached site plan drawings. The total depth of the field will be 3.0 feet below the existing ground surface. All components of the proposed septic system must be constructed a minimum of 100 feet from any surface water or water wells in the area. A minimum of 4 feet of earthen cover is required over the septic tank and a minimum of two feet of cover is required over the drainfield. [n addition to the required earthen cover, 2-inch thick, 40 psi, direct huh' board foam shall be installed directly over all installed piping. 3. Construction shall be in accordance with the approved site plan and design drawings and any spedal provisions noted on the Hunicipal well and/or septic permit. All materials, components, workmanship and construction practices shall comply with the Municipality of Anchorage's latest ordinances regarding wells and septic systems, as well as MOA, Development Services Department, On-site Water and Wastewater Program (DSD) pelides. 4. The contractor is responsible for obtaining all underground utility locates, layout of the proposed system, and verifying and maintaining all required separation distances to lot lines, surface water, wells, steep slopes, etc. 5. The property owner shall be responsible for final grading any depressions formed from settlement of backfill material. The property owner is also responsible for vegetation of all areas disturbed by septic system Installation activities. 6. Contractors installing wastewater disposal systems must be certified to do so by the HOA DSD, On-site Water Wastewater Program. Property owners installing their own systems must receive advanced approval from HOA DSD prior to system installation activities. 7. The contractor shall ensure that ALL materials being used are in compliance with the most current guidelines established by the Municipality of Anchorage. Refer to "Standards and Specifications for Component Parts and Haterials Used in the 203 West 15th Avenue Suite 203, Anchorage, AK 99501, Phone: (907) 279-3916 Fax: (866) 354-1597, Lspurkland~gci.net '~~ Environmental Consulting and Design I Construction of On*site Wastewater Disposal Systems", Dated December 2000, as provided by HOA DSD, On-site Water and Wastewater Program. Septic Tank ZnstallaUon: 1. A new septic tank, of the size specified in the design drawings, shall be procured from a qualified manufacture/supplier if the exisUng septic tank is found to be defective.. 2. The burial rating of the tank shall be adequate for the actual burial depth encountered. 3. The tank shall be level and suffidentJy bedded to prevent settling of shifting of the tank. 4. All standpipes on the tank shall extend a minimum of 12inches above the final grade. S. Tanks installed with less than 4 feet of cover shall be insulated. 6. The sewer service line from the house to the tank shall have a minimum slope of 2% unless prior approval is obtained from the engineer. 7. The inlet and ouUet lines from the tank shall be bedded In drain rock or the soil shall be suffidentJy compacted to prevent future settlement of the soil. 8. Septic tank Inlets, ouUets and cleanouts shall be fitted with water tight couplings. 9. A cleanout shall be installed ! to 4 feet from the foundation. 10. Post tank cJeanouts shall be installed per MOA requirements. Does not apply to pressurized lines. 3.1. In areas with high ground water, the septic tank shall be sufficiently anchored to resist buoyancy forces when there is not adequate soil cover to resist uplift force. The contractor shall refer to the engineer for direction regarding this matter. 3.2. The tank backfill shall be graded suffidently to ensure positive drainage away from the tank. 3.3. All holding tank and lift stations shall have an audible and visible alarm inside the residence being served. 14, All lift stations shall be wired in compliance with all MOA guidelines and the Uniform Electrical Code. A munidpal electrical permit and Inspections must be obtained where required by the MOA, 3.5, The contractor shall verify that the septictanldlift station Is a minimum of !00 feet from any residential water well, 150' from any class 'C' well and 200 feet from any community water wells, Additional separation distances must also be maintained, 3.6, The contractor shall remove or abandon the existing tank in compliance with the Unform Plumbing Code, Drainfield Con:~bucUon: 3.. The drain field shall be excavated to the dimensions outlined In the design drawings. If any discrepandes are noted, contact the engineer immediately for clarification. 2. The drain field shall be installed parallel to slope contours. 3. The bottom of the drain field shall be within 2" of level. If the sidewalls or bottom of the excavation become smeared, they must be raked or scarified prior to the placement of filter sand or drain rock. 4. The drain field must be a minimum of 5 feet from the test hole excavation. 203 West 15tb Avenue Suite 203, Anchorage, AK 99501, Phone: (907) 279-3916 Fax: (866) 354-1597, Lspurkland~gci.net Be 9. 10. Znspectlons: Environmental Consulting and Design Distribution pipe is to be Installed level with perforations fadng downward, atop a level bed of drain field rock. Septic rock shall then be placed atop the distribution piping to provide a minimum of 2" of cover, level across the entire width and length of the trench, above the piping. A silt barrier must be installed at between the final drain rock and the native soil backfill. The silt barrier shall cover the entire drain rock surfaco. Monitor tubes must be 4" in diameter, installed in the locations depicted on the design drawings, and extend a minimum of 12" above final grade. The portion of the moniLofing tube below the septic rock must be perforated and the portion above the drain rock shall be solid. Backfill over the final gravel layer must not be less than 2 feet. Insulation must be installed when the backfill depth is less that 3 feet. Drain field back fill shall be mounded to prevent depressions from forming due to subsequent set'dement of backfill material. The contractor shall verify that the drain field is a minimum of 100 feet from any residential water well, 150' from any class 'C' well and 200 feet from any community water wells. Additional separation distances must also be maintained. 2. 3. 4. 5. A minimum of two Inspections are required by the Munidpality of Anchorage. These inspections must be conducted under the supervision of a Professional Engineer liconsed to practico in the State of Alaska. The first inspection must be conducted after the excavation of the drain field and before the placoment of any gravel. The septic tank may be set in place, but may not be backfilled. The second inspection must be conducted after the placoment of the slit barder, gravel, distribution lines, stand pipes, deanouts, and insulation, but before the placoment of any backfill. The contractor shall provide a legible copy of all field notes r~lating to system layout and construction to the engineer for the use In preparing the record drawings. The contractor shall coordinate all inspections with the Engineer. A minimum of 24 hours notice Is required prior to the start of construction. If necessary, a preconstruction meeting will be held on-site. 203 West 15th Avenue Suite 203, Anchorage, AK 99501, Phone: (907) 279-3916 Fax: (866) 354-1597, Lspu rkland~gci.net PRIVATE ACCESS EASEMENT Justin and Erica McCaslin, husband and wife, whose address is Bill Ljg=lluffmanRoad,AM#& Anchoraee. Ak 99516 (the "GRANTOR', hereby grant to Justin and Edca McCaslin, husband and wife, whose address is 8111 Up= Huffman Road. Apt 11A_Anchmie. Ak..9911-6 (the "GRANTEE), an easement and a right of way in perpetuity, with the right privilege and authority to GRANTEE, its successors and assigns, to ingress and egress over the following described real property. A parcel of land situated on Lot 15, Grecian Mitis Subdivision, plat 72-64, Records of the Anchorage Recording District, State of Alaska, said parcel being more particularly described as follows: beginning at the southeast corner of said Lot 15, thence northerly along the eastem boundary of said Lot 15. N05423'44"E 231.53' to the point of beginning; thence N84°36116"W 35.00 feet; NOP23'44"E 25.00 feet•, thence to a point of the eastern property line of said Lot 15, S84°36'16"1; 35.00 feet; thence southerly along the eastern property line of said Lot 15, S05°23'44"W 25.00 feet to the point of begirmimg and the end of this easement Said parcel is as shown on attached Exhibit "A", by this reference made a part of this legal description Said parcel of land contains 873 square feu, move or kss. and that only such rights in the lard described shall he acquired as shall be necessary for access across said property, reserving unto the property owners the right to use said property in any way and for any purpose not inconsistent with the rights hereby acquired; provided that GRANTEE shall have the right of access across and over said property for the purpose herein described, without incurring any legal obligation or liability therefore; provided that such access shall be accomplished in such a manner that the private improvements existing in said easement area shall not be disturbed or destroyed; or in the event that they we disturbed or destroyed they shall be replaced in m good a condition as they were immediately before the property was entered upon byGRANTEE; and provided that no building or buildings or other permanent structures shall be eonmucted or permitted to remain within the boundaries and said easement without written permission of GRANTEE, it's successors or assigns. This agreement shalt be a covenant running with the land and shall be binding on the GRANTORS. its heirs, executors, administrators and assigns forever. IN WITNESS WIIEREOF, the GRANTORS hat hereunto set its hand seal this S r day of Ki> �.__ 12009. cCaalin a McCaslin STATE OF ALASKA ) as. THIRD JUDICIAL DISTR CT ) The foregoing instrument was acknowledge before me this day of , 2009, by k lin and Erica McCaslin. 4M.-bil. ic ' a Expires: it I�II;I lel �IIII�11I��III1111�'!�I� Illllllllli��li��ll--- Page 2 of 3 2021— 054491— 0 2. Lot 1♦ Lot 6 Lot 5 Lot 4 H89'5V54'W 1V unutr CAWOMt 115.50' ACCESS EASEMENT S4S o`16'E �a � N to Lot 15 "8436'16'w1 38,333 sf. 35.00' N73DO '48_ W 11789 Nr�Z)048,Qn W 1j4°.tC� �P GRAPHIC SCALE o �o +s ao �akp�fa ( vi nxr) ry EXHIBIT W Lot 156 Block Z Grecian Hills Subdivision CR Lot 3 i Lot 16 1 + Proposed a Bulding • Lot 17 fO r ttic a f f l f GRAPHIC SCALE o �o +s ao �akp�fa ( vi nxr) ry EXHIBIT W Lot 156 Block Z Grecian Hills Subdivision CR ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT MEMORANDUM OF UNDERSTANDING BETWEEN MUNICIPALITY OF ANCIIORAGE AND ~.Nc~ /~c Cc,~{;,'~ TItIS MEMORANDUM OF UNDERSTANDING made and entered into as of this IC~ Dayof .~,,~. of 20 0~l, by and between £c;c~ /'~C~I;~ herein the "OWNER," and the Municipality of Anchorage, herein the "MUNICIPALITY." In consideration of the mutual covenants contained herein, the parties to this Memorandum of Understanding agree as follows: 1. ADVANCED WASTEWATER TREATMENT SYSTEMS. Municipality grants permission to Owner to utilize and operate an Advanced Wastewater Treatment System (AWWTS), described as 2. Definitions. located Anchorage, Alaska. A. Alteration. Any change to the design or function oran AWWTS that Includes the installation or removal of any parts, components or pieces not included in the original construction permit and design. Prior to performing any alterations to an AWWTS the oxvner must obtain a Wastewater Disposal System Construction Permit from the Municipality pursuant to Anchorage Municipal Code (hereinafter, "AMC") i 5.65. B. Certificate of On-Site Systems Approval. An approval by the Municipality of existing water and wastewater disposal systems given at the time of property sale and title transfer in accordance with AMC 15.65. These approvals certify that the systems are adequate for the homes that they support and meet the codes that were in place at the time of system construction. C. Damage. Any man-made or natural change in a system that would inhibit the system from performing as designed. D. Maintenance and Repair. The scheduled and as needed replacement of existing parts, components and pieces of an AWWTS that were included in the original design ~vhich would allow the AWWTS to continue to perform as designed. E. Permit (Construction) An On-Site Wastewater Disposal System Construction Permit as defined by AMC 15.65. F. Permit (Operating) An Advanced Wastewater Treatment System Operating Permit. An annual permit, issued by the Municipality, that allows the Owner to operate an AWWTS, upon meeting all the requirements of this agreement, the conditions of Operating Permit, the requirements ofthe On-Site Wastewater System Construction Permit and all relevant provisions of AMC 15.65 3. Fee. Owner shall pay to Municipality an annual fee of ~ ($ ~ .00), payable on or before the issuance ofthe operating permit and annually thereafter. The annual fee is due on or before the anniversary date of the approval by the Municipality of installed system. 4. Term. The term of this Memorandum of Understanding shall be for the life ofthe AWWTS. The term begins on the date of approval by the Municipality of the installed system and shall continue while the AWWTS system is in use or operational or until the property is sold or title is transferred by owner and a new certificate of On-Site approval is issued to the new owner or transferee of the property. 5. Alterations~ Installation ami Removal of Additional Equipment. Owner agrees not to make any alterations, removal of parts or additions to the AWWTS without a Construction Permit from the Municipality. 6. Maintenance and Repairs. A. Throughout the term ofthis Memorandum of Understanding, the Owner shall maintain AWWTS in good repair. In addition, it shall be the responsibility of the Owner during the term of this Memorandum of Understanding, and any extensions or renewals thereof, at the owner's sole expense, to pay for any and all: (1) repair(s), (2) maintenance, (3) adjustment(s), (4) replacement costs, and (5) inspection costs. Further, Owner agrees to comply will all applicable ordinance, laws, regulations, rules and orders for the AWWTS. B. Owner agrees to provide the Municipality a written schedule of routine maintenance and repairs which have been performed on the system pursuant to the terms and conditions contained in the Owner's AWWTS Operating Permit. This schedule shall be submitted to the Municipality annually upon the renewal of the permit. The schedule of maintenance and repair contained in the Owner's AWWTS Operating Permit is: /~0O~,lly' C. Owner acknowledges that the fine schedule for failing to maintain and repair an AWWTS are codified in AMC 14.60. D. Owner agrees that only maintenance, repair personnel certified by the Municipality will inspect and make any necessary maintenance, repairs or permitted alterations to the system. E. O~vner agrees to grant the Municipality reasonable access to test and inspect the AWWTS upon 24 hours written notice. F. Owner agrees that any sale or transfer of title of the property will not occur without a new Certificate of On-Site Systems Approval. G. Owner agrees that the relevant provisions of the standard specification guidebook for AWWTS is the governing professional guidelines for the construction, maintenance and repair of the Owner's AWWTS. 7. Nonwalver. The failure ofeither party at any time to enforce a provision of this Memorandum of Understanding shall in no way constitute a waiver of the provisions, nor in any way effect the validity of the Memorandum of Understanding or any part hereof, or the right of such party thereafter to enforce each and every provision hereof. 8. Amendment. A. This Memorandum of Understanding shall only be amended, modified or changed by a writing, executed by authorized representatives of the parties, with the same formality of this Memorandum of Understanding was executed and such writing shall be attached to this Memorandum of Understanding as an amendment. B. For the purposes of any amendment modification or change to the terms and conditions of this contract, the only authorized representatives of the parties are: Anchorage: Purchasint~ Officer C. Any attempt to amend, modify, or change this contract by either an unauthorized representative or unauthorized means shall be void. 9. Jurisdiction: Choice of I,a~v. Any civil action arising from this Memorandum of Understanding shall be brought in the Superior Court for the Third Judicial District of the State of Alaska at Anchorage. The laws ofthe State of Alaska shall govern the rights and obligations of the parties under this Memorandum of Understanding. 10. Severabilit~,. Any provisions of this Memorandum of Understanding decreed invalid by a court of competent jurisdiction shall not invalidate the remaining provisions of the Memorandum of Understanding. OWNER: By: ~,j~/1 /~ ff~.l~Z By: Title: Date: ~//~a '~ Date: STATE OF ALASKA ) ) SS. THIRD JUDICIAL DISTRICT ) MUNICIPALITY: The foregoing instrument was acknowled, ged before me this ]Ray of 200%by ~,V'(C-~ ~(~C('.&~MC~ .the 0~~ ~4RY PUBLIC FOR ALA~ My Commission expires: ~] Iq?'~ JESSICA FOLEY