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HomeMy WebLinkAboutSNOW CREST VIEW LT 10Snow Crest View Lot 10 #016-141-08 Municipality of Anchorage Development Services Department \ Building Safety Division On -Site Water and Wastewater Program, 4700 Bragaw St. P.O. Box 196650 Anchorage, AK 9951 M50 Page / of www.Cl.anchorage.ak.us (907)343-79N ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number. SW050408 PID Number. 016-141-08 Nr C.J. Freeman Wastewater System: ❑ New © Upgrade �mnF 11401 David Lane ABSORPTION FIELD Pnorr ranwra eaomr 3 Q t>..P TnrM a sivm room o tt.a o Mand • p Osrr LEGAL DESCRIPTION SW Tamp" om ap rpew 1.2 1.2 GPGq? 12.0 , - fl. 11 r - to 1 O smorwn: Snow Crest View DSM W Pp awan Iran aper Wom 6.0 Grn o.pn errem p" Fr. 6.0 •fl T..uwP R&V 6eceon Fa.sa.s.00w aprm Vs4 Grew Lrgm, • 0.2 fl. 32.0 fl� well:❑Upgrade ❑New c." ""it'a.ro«arw '- Druvr o.n..r r». 2.5 Ft. 1 NA FT fJweuoon 1P"rs. A e. Cl Tar DOM Cews b Tar.owrpW "w P" Mr Fr. I fl 384 Fp ASTM D3034 I F810 DnF« Ors lived Sruc W.w t..r ".wr Dr• "rrrd F1 C & N Construction 11-16-2005 - Yra Perry s« r. r- wya foo.. Cr GPM fl. FL TANK SEPARATION DISTANCES 0 septic ❑ Holding ❑ S.T.E.P. ❑ Olher. To Septic Absorption Lift Holding lulthdPaMe � r From Tank Field Station Tank Sa Lins Anchorage Tank & Welding 1000 Gr w+ 115 111 NA NA 95 Me steel ranmw a Congawxr 2 S -1—w— 100+ 100+ NA NA LIFT STATION rD1t'" 8.9 1.0 NA NA NA cr Pai0ib01 20 25 NA NA •wryan'rwa Pump arrwr /�.rr rrmM h r r Gin Dr NA NA NA NA F WV Mair 6 Malt Er bep. verbrrrro q It r 1 It lot line waiver for south & west property lines. BENCH MARK t.or+rAo 1000 gallon septic tank (1998) was exposed and found southwest foundation comer - top of block to be in good condition. 110 ft ADEC waiver to Class A 100.00 • F< well on Lot 18. Old cesspool filled & decommissioned. Engineer's Stamp Inspections performed by: Cindy W. Ellis Dates: 1r 11-14-2005 2nd 11-15-2005 Development Services Department Approval 49TH Conditional Approval* Date:y-.. f - v 1.2 �* Reviewed 1271 Cl dY W. Ellis ; TA %�CE. 10577 r' and approved by: Date: 1 7 ts« owal SSpraN.G�` Lot 9 NOTE: Based upon a survey by Kenneth G. Lang (LS 5202) Date: November 15, 2006 Septic Area — — — — — N 89°52'30"E 135' i 1� 7 J Seepage Pit- / I decommissioned 1 — _ in place. �71 Lot 10 Lott 20 —z� Reserve o Driveway 3 BEDROOM Drainfield site z HOUSE I N o rn A FCO o 0 1000 gal ST2 TH#1 I N Septic TankDCC bb C01 CO2 S 89°52'3 135' Lot 11 `�30ft THTH radius IWell�Al�siWa�et �11Y —i AS -BUILT j I Lot 19 1 i Lot 18 Class A Well PWSID 210891 Lot 17 Snow Crest View S/D, Lot 10 Record Drawing of Septic Upgrade G1. Freeman A B C STI 25.1 32.3 40.7 ST2 30.7 26.7 44.3 DCO 33.0 24.5 46.9 C01 54.8 2.8 67.2 MT1 54.5 2.8 67.1 CO2 27.0 33.8 47.1 MT2 27.3 33.8 47.5 S 89°52'3 135' Lot 11 `�30ft THTH radius IWell�Al�siWa�et �11Y —i AS -BUILT j I Lot 19 1 i Lot 18 Class A Well PWSID 210891 Lot 17 Snow Crest View S/D, Lot 10 Record Drawing of Septic Upgrade G1. Freeman Watkins Engineering, Inc op OF q L p0 Parcel ID: 016-141-08 Permit Number: SWO50408 ooe��e 49TH y 0••••//r.''•II••,,••.../.....•II•''•''••��•��`//°•� 0•;.... 4 rPF.. Lv.11[ca 0 �.• .• e 5T7 �� c v loses Cindy W. Ellis, P.E.P.O. Box 110443 January 19, 2007 Anchorage, Alaska 99511-0443 p••, •..• Scale 1 Inch - 30 ft Phone: (907) 349-1851, Fax (907) 349-1934 FCO \ o FINAL GRADE = 98.70 � 2 DC0M1 PDCO2 93.19 86.50 86.54 NOTE: RELATIVE DEPTH OF TEST HOLE = 78.47 NO WATER 93.67 1000 GALLON STEEL SEPTIC TANK N.T.S. MT1 C01 FINAL GRADE = 98.03 - 98.64 4"0 PIPE FILTER FABRIC \_ 92.86 SEVER ROCK 92.91 92.51 86.50 —32.0' Deep Trench NOTE: ORIGINAL GRADE _ 98.06 - 98.47 TRENCH N.T.S. AS -BUILT Snow Crest Yew Lot 10 Record Drawing Septic A �p P P9 of Upgrade Cl Freeman noP�(r,.........,• ,qsp� ParcellD:016-141-08 Watkins Engineering, Inc g� 9, p�;O 49THTZ y�c� Permit Number. SW050408 0 :........................ 0 Q . •, CI Y W. ESUS Q E 10577 dp0 Cindy W. Ellis, P.E. P.O. Box 110443 • :.• cNoScaleer 9, 2005 Anchorae, Alaska 1 a4���oovv����� d Phone: (9 07) 349-1851, Fax: (907) 349-1934 LOT 9 I 1 7.7' X 7.9' CHAINUNK FENCE SHED I I r ---------J I _ N 89.52'30'E\135.00' LOT I10 8,910 18.f. LOT 20 10' UnUTY EASEMENTS 4' ro 0 m I LOT 19 CHAINUNK FENCE I LOT 18 PLOT PUN _ AS BUILT -2L— SCALE 1. . 30' GRID SW 2630 Project No. 06-199 Lang & Associates, inc. 11500 Daryl Avenue, Anchorage, Alaska 99515-3049 907) 522-6476 Phone Registered Land Surveyors 907) 522-4625 Fax www.lanpsurveyore.com / InfoOlanpsurveyore.com i` OF .......... 1 hereby certify that I have surveyed the following described property: q `Q LOT 10, SNOW CREST VIEW SUBDMSIONG �.: 49Id *I 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 no Improvements on the property lying adjacent thereto encroach on the surveyed Q� /� premises and that there are no roadways, transmission lines or other visible easements ; 4. on sold property except as Indicated hereon. KENNETH G. �S5 02 Dated this the W' Day of r.tW101AIWO. 2DoL at Anchorage. Alaska [15,102 �S O� •' It Is the responsibility of the owner to determine the existence of any easements. �0p�' - covenants. or restrictions which do not appear on the recorded subdivision plat. .moo • .:.'.i : '• '.,' o�.0 BI—LEVEL a rrzwwsY- _• n WOOD FRAME • RESIDENCE • .� , . .. 52.3' 52.9'DECK g N N U 0.00' S 8 '52 305 13 .00 SEPTIC CLEANOUTS I LOT 11 LOT I10 8,910 18.f. LOT 20 10' UnUTY EASEMENTS 4' ro 0 m I LOT 19 CHAINUNK FENCE I LOT 18 PLOT PUN _ AS BUILT -2L— SCALE 1. . 30' GRID SW 2630 Project No. 06-199 Lang & Associates, inc. 11500 Daryl Avenue, Anchorage, Alaska 99515-3049 907) 522-6476 Phone Registered Land Surveyors 907) 522-4625 Fax www.lanpsurveyore.com / InfoOlanpsurveyore.com i` OF .......... 1 hereby certify that I have surveyed the following described property: q `Q LOT 10, SNOW CREST VIEW SUBDMSIONG �.: 49Id *I 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 no Improvements on the property lying adjacent thereto encroach on the surveyed Q� /� premises and that there are no roadways, transmission lines or other visible easements ; 4. on sold property except as Indicated hereon. KENNETH G. �S5 02 Dated this the W' Day of r.tW101AIWO. 2DoL at Anchorage. Alaska [15,102 �S O� •' It Is the responsibility of the owner to determine the existence of any easements. �0p�' - covenants. or restrictions which do not appear on the recorded subdivision plat. MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water 6 Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519.6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Renewal Permit Number: SWO50408 Legal Description: SNOW CREST VIEW LT 10 Design Engineer: 0844 Watkins Engineering, Inc Owner Name: C.J. FREEMAN Owner Address: 11401 DAVID LANE ANCHORAGE. AK 99515 - Date Issued: Oct 31, 2005 Expiration Date: Oct 31, 2006 Parcel ID: 016-141-08 Site Address: 011401 DAVID LN Lot Size: 8910 SO. FT. Total Bedrooms: 3 Permit Bedrooms: 3 This permit is for the construction of: F✓ Disposal Field Z Septic Tank E] Holding Tank ❑ Privy Ej 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 ( ISAAC80 ). 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: / /—/ "&,— Date: o MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water 6 Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Initial Date Issued: Nov 03, 2004 Expiration Date: Nov 03, 2005 Permit Number: SWO40468 Parcel ID: 016-141-08 Legal Description:,' SNOW CREST VIEW LT 10 Design Engineer: 0844 Watkins Engineering, Inc Site Address: 011401 DAVID LN Owner Name: C.J. FREEMAN Lot Size: 8910 SQ. FT. Owner Address: 11401 DAVID LANE Total Bedrooms: 3 Permit Bedrooms: 3 ANCHORAGE. AK 99515 - 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. Issued Date: //'S-69 Date: Munieipa]W of Anchorage W�� 1— �i/��� I'.0. Box 19GG50 • Anchorage, Alaska 9()519-V)50• Telephone (907) 313-FXI * Pae (907) 37.4&O(X) _ 4700 Brogan• Street - Anchorage, Alaska 9!x507 wuW.MMI.org Mayor Mark 13cgich Building, Safety Di OSion November 3, 2004 Cindy Ellis Watkins Engineering, Inc P.O. Box 110443 Anchorage, Alaska 99511 Subject: Waiver Request for Snow Crest View S/D Lot 24A Waiver Request #WR040082 Parcel ID #016-141-08 Permit #: SWO40468 Dear Cindy Ellis: Your request for a waiver of the required 10 feet horizontal separation from the absorption field to property line has been approved. The approved separation distance is 1.0 feet. This waiver approval applies to the existing absorption field to property line 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. If there are any further concerns or questions regarding this waiver, please call our office at 343-7904. Sincerely, JAA J Goodall Civil Engineer On -Site Water & Wastewater Program Conintunity, Security, Prosperity Municipality of Anchorage • Development Services Department �,• Building Safety Division On -Site Water and Wastewater Program s 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519.6650 www.muni.org/onsite (907)343-7904 ON-SITE SEWERMELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. 016-141-08 Permit Number SW Property owner(s) C.J. Freeman Day phone 561-2229 Q9Lri Mailing address (1) 11401 Beve Lane Mailing address (2) Anchorage. AK Zip Code 99515 Legal description (Lot, Block & Sub'd.) Snow Crest View Lot 10 Legal description (Section, Township & nge) Lot Size 8910 Acret Number of Bedrooms 3 THIS APPLICATION IS FOR: Sewer Only ❑ Well Only ❑ Sewer and Well ❑ Water Storage ❑ Sewer Upgrade El 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. 0"U" 1? E (Signature of proVerty owner or authorized agent) Permit Fees:.fi a.s Waiver Fees: Date of Payment: ) 0 " OS- ci '/ Date of Payment: Receipt Number. -7 :2 �%.�� Receipt Number: (Rev. I2100) Watkins Engineering, Inc. RO Box 110443, Anchorage, AK 99511 (907)349-1851 cwellis@gci.net October 4, 2004 Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program P.O. Box 196650 Anchorage, AK 99519-6650 RE: Snow Crest View SID, Lot 24A Well and Septic Permit Application To Whom It May Concern: Attached please find the application and supporting documentation to upgrade the septic system on the subject lot. The existing 2 bedroom trailer has been removed from the lot, and it is proposed to move in a 3 bedroom house. The existing septic system consists of a 1000 gallon steel septic tank installed in December 1998, and a concrete seepage pit installed before 1969. It is proposed to excavate the septic tank, inspect it, and use it again if it is competent. The seepage pit will be abandoned in place. The lot is served by a community water system, PWSID 210891, and the Class A well is located within 200 ft of the subject lot. A waiver for a separation distance of 110 ft from the well to the proposed septic system is being requested from the Alaska Department of Environmental Conservation, concurrent with this permit application. A waiver was previously granted for the existing septic system. The proposed design is based upon a test hole dug on September 24, 2004. No water was encountered when the hole was dug or after 7 days of monitoring. The test hole was dug to a total depth of 20.0 ft and encountered sand and gravel. A percolation test run from 7.0 to 7.5 ft resulted in a rate of less than 1 minute per inch. The native soil is sandy enough to preclude the use of a sand filter. The soil log is attached. Following are the details of the drainfield design. Welland Septic Penult Application for Snow Crest Vlew SID, Lot 10 Watkins Engineering, Inc.; October 4, 2004; page 2 Proposed Soil Absorption System: 3 Bedrooms x 150 GPD/BR Application rate: 450 GPD / 1.2 gpd/ft2 = System Type: Maximum Depth: Effective Depth: Length Required = 450 GPD 1.2 gpd/ft2 375 sq. ft required deep trench 12.0 ft 6.0 ft 375 sq. ft /12 ft = 31.2 ft There are no surface waters within 100 ft of the proposed septic system, and there are no slope concerns. A reserve site is identified for a replacement drainfield. I am not aware of any adverse effect that this upgrade would have on any adjacent properties' water and wastewater treatment needs. Thank you for consideration of this permit application. If you have any questions or need further information, please call me at 349-1851 or 360-3389 (cell). Yours truly, Cindy ElGV�y lis, P.E. President H 17 16 15 14 I ,J 12 11 All lots in this 1 (� subdivision are served by AWWU. v: 4 Propose Septic •� 5 Upgrade Proposed Septic Upgrade - Site Plan y � a S 6 J Gyp. 49TH r•� 9„f,`(' Parcel ID: 016-141-08 R 7 Propose Septic / Upgrade Proposed Septic Upgrade - Site Plan y 3 y C.J. Freeman Gyp. 49TH r•� 9„f,`(' Parcel ID: 016-141-08 / — a 11 eY � I October 2, 2004 Anchorage, AK 99511-0443 ','. •. VOCE - 70577 ; �f1,1(• '��:z'•• 4 Scale 1' - 100' Phone: (907) 349-1851 Fax: (907) 349-1934 �;;• �'= \ �v v 13 W o 1'L 24 23 22 110 ft well radius , �i 19� \ Class A Well _ PWSID 21089'. 18 200 ft well radius 1 i __j _J Snow Gest Yew S/D, Lot 10 OF,A t Proposed Septic Upgrade - Site Plan Watkins Engineering, Inc C.J. Freeman Gyp. 49TH r•� 9„f,`(' Parcel ID: 016-141-08 ................. t.......'• Cindy W. Ellis, RE P.O. Box 110443 ' •. C7DY W. ELLIS .: October 2, 2004 Anchorage, AK 99511-0443 ','. •. VOCE - 70577 ; �f1,1(• '��:z'•• 4 Scale 1' - 100' Phone: (907) 349-1851 Fax: (907) 349-1934 �;;• �'= c. c c Existing Seepage Pit Concrete Rings - to be abandoned in place Existing Septic Tank (12/98) 1000 gallon, steel to be removed, inspected. and re -used if possible. Reserve - Drainfield site New location of septic tank Primary Drainfield - CO a MT 1 fl lot line requested DESIGN DETAILS 3 BR, 450 GPD 1.2 gpd/ft2 Requires 375 ft2 Deep Trench 6 ft effective 32 ft long Max 12 ft deep O:9 L(A I I I I � I I area U ntll --------- ----mac -----1----- r--- Lot 101 I Lo; 19 I I DrivewayProposed 3 BR House N aDCO FCO Deck I E Cp a w I o 3011TH iver radius I septic Class A Well I area I 110 ft well radius PWSID 210891 I I I Lo:li � I I \ I I \ I I \ I I � I I Snow Crest View S/D, Lot 10 ' At Proposed Septic Upgrade -Site Plan Watkins Engineering, Inc.OF "��� .............. C.I Freeman y' 49TH j Parcel ID: 016-141-08 ty i %o't7us' ' P.O. Box 110443 Cindy W. Ellis, P.E.C. October 2, 2004 Anchors a g ,Alaska 99511-0443 �,•./0,2; rJ�•' Scale 1 inch - 30 ft Phone: (907) 349-1851, Fax: (907) 349-193 u'r.• "•" y �lV e Municipality of Anchorage Development Services Department Building Safety Division yam. On -Site Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99SIM650 www.muni.org/onsite (907) 3417904 Soils Log - Percolation Test Performed For. Skip Freeman Date Performed: 9-24-04 Legal Description: Snow Crest View Lot 10 Township, Range, Section: Depth ,Feet) Or ariiCS 0,5 mL Rcpt Loam 210 C, V1 SW ids? 15- 16- 17- 18- 19- ,O Site Plan WAS GROUND WATER ENCOUNTERED? NO S IF YES, AT WHAT DEPTH? — L Depth to Water After O Monitoring? NONE e Date: 10.2-04 PERCOLATION RATE .1 tmnae~t PERC HOLE DIAMETER e TESTRUNBETWEEN 7.0 FT AND 7.5 FT COMMENTS Native soli is of suitable Consistency to preclude use of a sand filter. PERFORMED BY: Cindy W. Ellis, P.E. I (/,,W /�f�iL CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDFIINES IN EFFECT ON THIS DATE. DATE: 10-2.04 Municipality of Anchorage Page of DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 • Anchorage, Alaska 99519-6650 • Telephone: 343-4744 On -Site Wastewater Disposal System and/or Well Inspection Report Permit Number: ..SW q 6047.5' PID Number: of) 141 — 08 Nam 'S I V N Er"o Wastewater System: ❑ New ❑ Upgrade Address: 1131 1'�zTsc.. (Zoo No2-ru 9M7Q5ABSORPTION �� Al(- c FIELD E. XJST/nl Phone: �9 0 $ $ -• rj 7 0 No. of Bedrooms: ❑ Deep Trench ❑ Shallow Trench ❑ Bed ❑ Mound ❑ Other LEGAL DESCRIPTION Soil ting: Total Depth from original grade: GPD/Sq. Ft. Lot:, O Block: _ Subdivision: J Depth to pipe bo from original grade: Gravel depth beneath pipe -�IJOvJCR T v7Et� Ft. Ft. Township: _ Range: Section: Fill added above original gr Gravel length: Ft. WELL: gixew ❑Upgrade Gravel width: ber of lines: Distance between lines: tST 6 t. Ft. Classification (Private, A,B,C): Total Depth: C o: Total absorption area: Pipe material: C it -A SS in a-ril Ft. So. Ft. Driller: ate Drilled: Static Water Level: Installer: _ A + A-1AF AtA9c Date installed: // / IZ/zQ�/ Ft. Yield: Pump Set at: Casing Height Above Ground: TANK GPM Ft. Ft. SEPARATION DISTANCESSeptic ❑ Holding ❑ S.T.E.P. To From Septic Absorption Lin Holding Public/Private Manufacturer: Aae�uot^,irC TAt4IL Capacity in gallons: Tank Field Station Tank Sewer Lines 1000 Well-cl Ct+ 1 0 t� _ 1 roo +Surfac Material: STeE� Number of Compartments: Water !oo'+ )oo ' 1' LIFT STATION Lot 1I 2s+ 101 -' "" -" Size i Ilons: Manufacturer: Line Foundation `O i + l0 I,,,1, _. ..-., "Pump on" level at: off" High water alarm at: Curtain/ o Pum a ii Electrical Inspections perfor Drain r ni410 Remarks: 0jAldSrz 60,0,07so By BENCH MARK p.�.6.G• `SEE %T rL 'CJRTeD 12 2z qfS Location and Description: Tt3rVj riootC of A2GTIL 1=r1r2( L(I Assumed Elevation: iQoj O Ft s q Inspections performed by: A•Vj• Uj• c• Inc Dates: ist 1745 le d.eM.n• ee •'•~ ••r•.• 2nd lz p `• u e A. Go s E•7953 ` �� Department of Health and Human Services approval • ( Reviewed and approved by: I anxa Date: O.� V�>''�fenep••sM••• 'FE _ t2-uw (Rev. v/sl) MOA 25 A B KEY BOX / DBLI 8.7 15.6 (APPROX. LOC.) DBL2 9.5 16.6 ------------/------- ST1 12.7 19.7 ------------ S 12 18.5 25.4 i 5' UTILITY EASMENT ------ EXISTING GRAVEL DRIVEWAY / I / INSTALLED DOUBLE / WATER LINE CLEANOUTS� u 0/ I...IJl1/ / (APPROX. M 1� NEW 1000 GALLON SEPTIC TANIK— 4'+ fes.` / EXISTING SEEPAGE PIT CONSTRUCTION UNDOCUMENTED / INSTALLED PRIOR TO 1969 ORDINANCE / ;ISTING 2 BEDROOM TRAILER %1250 AKS 72 1 on, ALASKA WATER AND WASTEWATER CONSULTANTS, INC. 6901 DEBARR ROAD SUITE 28, ANCHORAGE, AK 99504 PHONE: (907) 337-6179/FAX: (907) 338-3246 GAL DESCRIPTION: SNOWCREST VIEW SUBDIVISION; LOT 102 PE OF WORK: AS—BUILT OF SEPTIC TANK UPGRADE ZEPARED FOR: PHONE NUMBER: JIM HERD 488-5670 ATE: DRAWN BY. SCALE: PAGE: 2 OF 2 12/28/98 J.L.M. 1 = 20' WATER MAIN z w g W I� i I I i A.. WELL CLASS "A" WELL I I I a * i i* VO .... .) • e re � A. Gar . oo'�� C 7953 a a DEPT. OF ENVIRONMENTAL CONSERVATION DIVISION OF ENVIRONMENTAL HEALTH DRINKING WATER and WASTEWATER PROGRAM 555 CORDOVA STREET ANCHORAGE, AK 99501 http://Iv,vvw.state.ak.us/dee/home/htm December 22, 1998 Mr. Jeffrey A. Garness. P.E. Alaska Water & Wastewater 7320 E. Chester Heights Cir. Anchorage, Alaska 99504 TONY KNOWLES, GOVERNOR Telephone: (907) 269-7519 Fax: (907)269-7650 Re: Separation Distance Waiver between Lot 10, Snowcrest View Subdivision & the Class "A" Well on Lot 18 of this Subdivision; ADEC # 9921-DW/WW-349-435 Dear Mr. Garness: I received the submitted plans of the existing conditions and your request to allow a waiver of the separation distances between the Class "A" Drinking Water System and the on-site wastewater system at Lot 10, Snowcrest View S/D, South in Anchorage, Alaska. Your recent sample results for nitrate/nitrite, received on December 22, 1998, were 0.17 mg/1. Therefore, this waiver of separation distance is granted for up to 110 feet horizontally, as you detailed. This approval does not imply the granting of additional authorizations. nor obligate any state, federal, or local regulatory body to grant required authorizations. Any future expansion of the subject project will require additional approval from this office. All future correspondence should include the above assigned project number. WRR/cf Enclosures: As Stated Respectfully, William R. Rieth, P.E. Environmental Engineer MUNICIPALITY OF ANCHORAGE Department of Health and Human Services On -Site Services Program 825 L Street, Room 502 P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-4744 ' CClQ_d_61 ' �\`t- �r�P�c71cr,� 2 LA ?m ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Upgrade Date Issued: Dec 22, 1998 Expiration Date: Dec 22, 1999 Permit Number: SW980475 Parcel ID: 016-141-08 Legal Description: SNOW CREST VIEW LT 10 Design Engineer: 0041 AK Water & Wastewater Consulta Site Address: 011401 DAVID LN Owner Name: Jim Herd Lot Size: 8910 SQ. FT. Owner Address: 1131 Aztec Road Total Bedrooms: 2 Permit Bedrooms: 2 North Pole , AK 99705 - 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 DHHS at least 2 hours prior to each inspection. Provide notification by calling (907) 343-4744 ( 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: r oZ2 74a - Date: / Z -ZZ 76 Alaska Water & Wastewater Consultants, Inc. 6901 Debarr Road, Suite 2B — Anchorage — Alaska 99504 Phone (907) 337-6179 — Fax (907) 338-3246 Consulting Engineers December 14, 1998 Municipality of Anchorage Department of Health and Human Services On -Site Services Section P.O. Box 196650 Anchorage, Alaska 99519-6650 Ref: Septic Tank Upgrade for Lot 10, Snowcrest View Subdivision To whom it may concern: The existing 2 bedroom trailer on the referenced property is served by a Community Class "A" water system and private septic system that consists of a septic tank and a seepage pit type drainfield. The septic tank has been found to be of poor integrity and needs to be upgraded. The construction of the existing seepage pit was not documented due to the fact that it was constructed prior to the 1969 ordinance. The seepage pit has been excavated and a 6 foot tall by 3 foot diameter concrete ring was found. The distribution line from the septic tank was found to enter the concrete ring 5 foot from the bottom. The quantity of gravel around the concrete ring is unknown. An adequacy test was performed and it was determined that the seepage pit is capable of absorbing greater than 300 gallons per day. A test hole was excavated next to the seepage pit to verify separation distances to groundwater and bedrock have been met (see attached). We propose to excavate, pump, crush, and abandon the existing septic tank by burying it on-site; a new 1000 gallon septic tank will be installed in the same area. A foundation cleanout and double cleanouts will be installed. A waiver has been requested from the Department of Environmental Conservation (D.E.C.) concurrently with this permit request for a separation distance waiver of 110 feet from the Class "A" well to the existing seepage pit and the proposed septic tank. I am unaware of any adverse impacts this installation would have on adjacent wells or septic systems. If you�jr any questions, please contact us at 337-6179. Thank you for your assistance. E., M.S. m II Ii 11 w! I i f I I > CRETE STREET ---------- I 1, i 4 , I Li I Ii 4 EXISTING AND PROPOSEOt /�' SEPTIC SYSTEM I --- - ------------\ - u ( \ (SEE PAGE 2 OF 2) - _ -_---- --s---------- \ ®�Ty f ' ExlsTl G\ U� \ / / I 2 BEDROOM \ N \ / I TRAILER \ I / 100' WE CLASS / u L RAoIUVWATER SYSTEM ((11 v 1 /JOAN COURT I Q_a'Y I I t �Ir I I I I I f i i W I Z I 1 I t LJ l I , I J i— , I 1 I ALASKA WATER AND WASTEWATER CONSULTANTS, INC. �o��s0000 6901 DEBARR ROAD SURE 2B, ANCHORAGE, AK 99504 ( O 9 PHONE: (907) 337-6179/FAX: (907) 338-3246 ��'t— 4-1-1. 4L ULSGKIYIIUN: SNOWCREST VIEW SUBDIVISION, LOT 10, ' .... •.... OF WORK: a SITE PLAN �j e r Garness; PARED FOR: PHONE NUMBER: Y a C 7953 k JIM HERD 488-5670 Q��%� ,c61 DRAWN BY: SCALE: PAGE:444e�eaPfessio�oo�G 12/3/98 J.L.M. 1 = 100 ro 1 OF 2 4Qo� fessto I NOTES: I I 1. CONTRACTOR SHALL HAVE A 100 FOOT RADIUS FROM I I THE CLASS "A" WELL FLAGGED BY A REGISTERED LAND I I SURVEYOR PRIOR TO CONSTRUCTION. I I I I KEY BOX � (APPROX. LOC.) -----------------------------------N — 5' UTILITY EASMENT / EXISTING GRAVEL DRIVEN'/AY i I I i INSTALL DBL CO , WATER LINE I // CO/MT � (APPROX. LOC.) PROPt55E0 1000 GALLON TFI1 � I I i i /SEPTIC TANK 1 � / o / EXISTING SEEPAGE PIT I i o CO CONSTRUCTION UNDOCUMENTED INSTALLED PRIOR TO 1969 ORDINANCEzi / INSTALL FCO o CO EXISTING SEPTIC TANK Z) / SIZE, BELIEVED ` 7 o I I (UNKNOWN TO BE 500 GALLON TANK) / TO BE ABANDONED COMPLETELY I I EXISTING 2 BEDROOM TRAILER WATER MAIN I 1 I l j5o' ` II S ROQTESTED I 1 HE EXIST ING FOOT WAIVEi2 F I CRIQ ROM I I AND THETHE CLASS PROPpSED I J SEPTIC WELL I I \G 100' WELL RADIUS TgyK I i CLASS "A" WELL ALASKA WATER AND WASTEWATER CONSULTANTS, INC. oo� Q� A A 6901 DEBARR ROAD SUITE 2B, ANCHORAGE, AK 99504 p 09R PHONE: (907) 337-6179/FAX: (907) 338-3246 LEGAL DESCRIPTION: �a fT*oo4 SNOWCREST VIEW SUBDIVISION; LOT 10, •••;,• .. ,. TYPE OF WORK: DESIGN FOR M.O.A. SEPTIC TANK UPGRADE AND D.E.C. WAIVER REQUEST 1. f A. G ss, p 4o m —7953 •' e`QO 4�ea�'rofessiono\�aav Dglpro oono PREPARED FOR: PHONE NUMBER: JIM HERD 488-5670 DATE: 12/11/98 DRAWN BY: J.L.M. SCALE: 1 = 20 PAGE: 2 OF 2 ALASKA WATER & WASTEWATER CONSULTANTS, INC. 7320PHONE (907)R337S611790*EFAX (907) 338 3246K. 8504 SOIL LOG - PERCOLATION TEST LEGAL DESCRIPTION: SNOWCREST VIEW SUBDMSION; LOT 10, PERFORMED FOR: JIM HERD DATE PERFORMED: 11/20/98 DEPTH��- TEST HOLE #1 (feet) F ORGANICS 1 —rz�i—] 5 6 8 9 10 11 12 13 14 15 16 17 18 SW/GW COARSE SAND AND GRAVEL SP BLACK UNIFORM SAND SOIL CLASSIFICATIONS DEPTH TO DATE GROUNDWATER DRY 1 11/20/98 ['IAVWIUII-AUZ'rZIIIAI CLOCK NET TIME TIME (MINUTES) • SEPTIC SYSTEM ' li ' (SEE PAGE 2 OF 2j Him. I WN AA DEPTH TO DATE GROUNDWATER DRY 1 11/20/98 DATE EXISTING AND PROPOSE( CLOCK NET TIME TIME (MINUTES) / SEPTIC SYSTEM ' li ' (SEE PAGE 2 OF 2j EXISTING\ /W / ii 2TRAIEORM\\� I Z- I R� foo• ' CLASS 'A' i 0P -L rsaorus WATER SYSTEM W I I 0� ) 1 NO `. I; SITE PLAN if I" = 100' DATE READING CLOCK NET TIME TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) R� 0P 0� G NO 19 � PERCOLATION RATE _ (MIN.IINCH) 20 TEST RUN BETWEEN FT. AND COMMENTS: SOILS VISUALLY RATED AT <1 MINUTE/INC PERFOMED BY ALASKA WATER & WASTEWATER I, THIS WAS PERFORMED Itf ACCORDANCE WITH ALL DATE. DATE Z N PERC. HOLE DIA. 6" (INCHES) FT. CERTIFY THAT GUIDELINES IN EFFECT ON THIS Alaska Water & Wastewater Consultants, Inc. 6901 Debarr Road, Suite 2B — Anchorage — Alaska 99504 Phone (907) 337-6179 — Fax (907) 338-3246 Consulting Engineers December 14, 1998 State of Alaska Department of Environmental Conservation Division of Environmental Health Drinking Water & Wastewater Program 555 Cordova Street Anchorage, Alaska 99501 Attention: William Reith, P.E. Subject: Waiver for the Class "A" Well located on Lot 18, Snowcrest View Subdivision to the existing and proposed septic system located on Lot 10, Snowcrest View Subdivision. Dear Mr. Reith: i10 We would like to request that your department issue a separation distance waiver of4-M feet from the Class "A" well to the existing seepage pit and the proposed 1000 gallon septic tank (see attached site plan and design). A permit to upgrade the septic tank has been requested from the M.O.A., Department of Health and Human Services (DHHS) concurrent with this request. It is our understanding that the Class "A" water system is an approved system by your department. The following are some mitigating factors for the justification of the waiver • To the south of lot 10, waivers have been granted for lots 11 and 12 for the separation distances from the Class "A" well to the septic systems (see attached). It is our opinion, that our request is consistent with the waivers that have been granted.. • As can be seen on the site plan and design, a test hole has been excavated in the area of the existing seepage pit. Attached is a copy of the soil log which shows that the soils are mostly sand and gravel that transition to black uniform sand. It is our opinion, that the natural soils will act as a sand filter allowing the proper filtration. • The existing seepage pit has been in use prior to 1969 and no contamination has been detected in the well. At the request of our client, we request that you expedite the issuance of the waiver due to the fact that the property sale must occur prior to 12/31/98. If you have any questions, or require additional information, please contact me at 337-6179, or 244-9612. Thank you for yoMr assistance and consideration in this matter. Sincerely, P.E., President ANCHORAGEMSTERN DISTRICT OFFICE 437 "E" STREET, SUITE 303 AIICBORACE, ALASKA 99501 274-2533 September 26, 1985 Alaska Environmental Control Services, Inc. 1200 West 33rd Avenue, Suite B Anchorage, Alaska 99503 ATTN: Mr. Alan Wien, Engineer Technician SUBJECT: Waiver Horizontal Separation between Well and Septic System Lot 11. Snowcrest View Subdivision, Anchorage, Alaska (8621 -WA -068) Dear Mr. Wien: The Department has reviewed the subject waiver request and hereby waives the horizontal separation from the well to septic tank to 120 feet and well to absorption field to 128 feet on the subject property for a 3 -bedroom single family residence only. Sincerely, teve En .E. District Engineer SE:MPL:pkk ANCHORAGE/WESTERN DISTRICT OFFICE 3601 C STREET, SUITE 1334 ANCHORAGE, ALASKA 99503 October 19, 1988 Tobben Spurkland, PE 203 W. 15th Avenue "C" Suite 203 Anchorage, AK 99501 563-6775 SUBJECT: Waiver Horizontal Separation between Well & Septic System, Lot 12, SNOWCREST VIEW SUBDIVISION SOUTH, Anchorage, 8921—WA-005 Dear Mr. Spurkland: The Department has reviewed the subject waiver request and hereby waives the horizontal separation between the well and septic tank to -140 feet on the subject property for a 3—bedroom single—family residence only. If You have any questions, please contact me at the Anchorage/— Western District office. Y, . Michael P. Lewis, PE Environmental Engineer MPL:pkk MUNICIPALITY OF ANCHORAGE • DEPARTMENT OF HEALTH & HUMAN SERVICES Division of Environmental Services On -Site Services Section P.O. Box 196650 Anchorage, Alaska 99519-6650 343-4744 CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. # 016-141-08 HAA # 1. GENERAL INFORMATION Complete legal description Lot 10; Snowcrest View Subdivision Location (site address or directions) 11401 Dave Lane Anchorage, AK Property owner Mailing address Jim Herd 1131 Aztec Rd. Day phone North Pole, AK 99705 Lending agency Day phone Mailing address Agent Carol Butler/ Remax Properties Day phone Address Unless otherwise requested, HAA will be held for pickup. 2. NUMBER OF BEDROOMS: 2 3. TYPE OF WATER SUPPLY: Individual well Community well XX Public water 257-0116 NOTE: If community well system, provide written confirmation from State ADEC attest- ing to the legality and status of system. 4. TYPE OF WASTEWATER DISPOSAL: Individual on-site XX Holding tank Community on-site Public sewer NOTE: If community wastewater system, provide written confirmation from State ADEC attesting to the legality and status of system. 72-025)Rev.1/91) Front MOAN21 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 of this Health Authority Approval application shows that the on-site water supply and/or wastewater disposal system is safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I furtherverify 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 in complance with all Municipal and State codes, ordinances, and regulations in effect on the date of As inspection. Name of Firm Address Engineer's signature ALASKA WATER & WASTEWATER CONSULTANTS INC., IS TO BE PAID $2600.00 AT CLOSING FOR ENGINEERING SERVICES PERFORMED. 6. DHHS, SIGNATURE Approved for ` _ bedrooms. Disapproved. Conditional approval for Additional Comments By: al1TIC Phone 5 -?7-6/7 7-6. /Jtic-ri• Aj,-, Date r 2 2 S ' (� ;i ,��1 fr ( ' ! -� }ne�• gje......i. .. .. Q CE.7953 ✓ o' 0 'o vn elaaNP�. _ � ^CSS1Q aFy� bedrooms, with the following stipulatic Date The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health Authority Approval Certificates based only upon the representations given in paragraph 5 above by an independent professional engineer registered in the State of Alaska. The DHHS does this as a courtesy to purchasers of homes and their lending institutions in orderto satisfy certain federal and state requirements. Employees of DHHS do not conduct inspections or analyze data before a certificate is issued. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 72-025 (Rev. 1/91) Back MOA 621 RECEIVED Municipality of Anchorage DEC 29 1998 DEPARTMENT OF HEALTH & HUMAN SE%QV SITYOFANCHORAG6 Environmental Services DivisiortNVIRONMENTALSERVI sDIVISIo 825 L Street, Room 502 • Anchorage, Alaska 99501 • (907) 343-47d Health Authority Approval Checklist Legal Description: r40'3G2eS-T J,E w _</V4 Lel )0 Parcel I.D.: A. WELL DATACoMN1Jr�1TY VJPcTe� S�lsTtrA Well type GL ASS � I A " If A, B, or C, attach ADEC letter. ADEC water system number Log present (Y/N) Total depth Sanitary seal (Y/N) Date completed Cased to FROM WELL LOG Date of test Static water level ;a Well production g•p•m•. Z10Sgl Casing height (above ground) Wires properly protected (Y/N) AT INSPECTION WATER SAMPLE RESULTS: Coliform 5u Nitrate 0.17 rn a Other bacteria Date of sample: 12 A 8 /q 6 Collected by: Li • B. SEPTIC/HOLDING TANK DATA Date installed I Z 28 ag Tank size 1000 Number of Compartments -Z- Cleanouts (!) VeFS Foundation cleanout (.DN) 165. Depression (Y/% N0 High water alarm (Yfi0 No Date of Pumping tJ iFiuJ Pumper C. ABSORPTION FIELD DATA b/ a, JrSAc� Date installed FAIte- 1Ij Soil rating (g.p.d./ft2 or ft2/bdrm) U • k . System type GR+e3 Length Width 3 9( Gravel thickness below pipe 5� Total depth 10 GoNGRB?E RI1/6 Effective absorption area V • K. Monitoring Tube present &) YES Depression over field (Ye rJ o Date of adequacy test 1 + t °18 Results as PA54 For 2 bedrooms u you Fluid depth in absorption field before test (in.); 6 5 Immediately after ��ZZgal. water added (in.): Fluid depth 214 .s It —(ins) Minutes later: 89 Absorption rate = g00 + —a.p-d. Peroxide treatment (past 12 months) (Y& 1J6'j E Jotjw If yes, give date TESTH6Le' wAS P461LF094'K610 a O1Ar•AETE2 GodCA6'T£ RIN . BEIAle. S` imam -r4iF swrTcAA. oe_'OldANCG Qr . d1+ 6)(LA-r/on/ 0F" TI.1E CK+B Arip A 72-026 (Rev. 3/96)` orl ++/zo/98. GA+6 VtAp A 6` TALL `SY 61I•r94 T+49 OISTAiso-r,e.J L.Wr 1NJEktT 5dST6 Pr -102 Te TWE 1`i401 D. LIFT STATION Date Manhole/Access (Y/N) Size in gallons "Pump off" level at* High water alarm level at* _ *Datum Cycle ed _ E. SEPARATION DISTANCES w, t4 W,4T�rL S�/sTtr� SEPARATION DISTANCES FROM WELL ON IAT TO: Septic/holding tank on lot it 1 IC), + On adjacent lots Absorption field on lot 110 + n adjacent lots Public sewer main Public sewer manhole/cleanout SeweEJeepfiEservice line Lift station * cdpoJtrL_ GRAN-rw Ry N-0-p_e. F2oM G1.AS5 "A" U15"T� /Jcw SENr1r_ -rWrdr SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOTTO: Arita Foundation 10 _ Property line 2g I -F Absorption field_ S + 1/ 0 I * Water main/service line 101 � _Surface water/drainage loo 1f Wells on adface;it lots 110 1 t SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line 101+ Building foundation 101-t Water main/service line 101 t Surface water 10 01 t _ Driveway, parking/vehicle storage area 1 �4- �Nou)n1 110' Curtain drain woN j Wells on adjacent lots--I-&e F. ENGINEER'S CERTIFI I certify that lnd�t rm' t�ru field inspections and review of Municipal in conforma e w /1��,,��jo,,ee(( /f//��AA _ uidelines in effect on this date. Signature ' Engineer's Name Date ! �/� Ei /S -� �" -_..... NAWP HAA Fee Date of Payment Receipt Number D 4�71D 72-026 (Rev. 3/96)* Waiver Fee $ Date of Payment Receipt Number DEC -21-1995 16:37 CT&E ESI ANCHORAGE Ak ME Environmental Services Inc. Laboratory Division 200 W. Potter Drive Anchorage, AK 99518 Tel: (907) 562-234; Fax: (90'1) 561.5301 9075815301 P.01:02 ChemLab Ref, 0: 98.7285 client POM n;a Client Name: AK Water & Wastawater Cons. Printad Uate/Tlme: 12121/98 16:30 Project Name; n/a Collected Daterrime: 12116!98 1 1.45 Client Sample ID: SnQwcrest View Lot 10 Recelved DateiTime: 12118/96 12:00 Matrix: Drinking Water Technical Director: Stephen Ede Allowable Prep Analysis Parameter Results POL Units Method Limits Data Date snit Total Coliform (MF) 0 C0111 00 mi SM9222S 12/18/88 RMV Nitrate 0.17 0,1 mg/L FPA 300 1D.0 12/18/98 GCP