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Home My WebLink AboutSTEELE ESTATES LT 5Steele Estates Lot 5 #051-122-65 Municipality of Anchorage On-Site Water and Wastewater Program • (907) 343-7904 Page I of 3 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: PID Number: (51 /2265 Dwelling: [P Single Family (SF) ❑ Duplex (D) ❑ Multiple (SF and/or D) Project: ❑ New pqUpgrade Name: UL Z ABSORPTION FIELD Deep Trench E] Shallow Trench El Bed El Mound Address 5115 44 TLdTN R ❑ Other Phone U 2 SJP _ 8b-7 Number of Bedrooms Soil Rating / Total depth from original grade op J 02 GPD/SF 7, -5 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade 1.5 Ft. Gravel depth beneath pipe Ft. Subdivision Block Lot C C J / G 4/Q%�- ✓ Fill added above original grade 0— d, S Ft. Gravel length q3 Ft. Township Range Section Gravel width 5 Beds: Number of Lines Distance between lines SEPARATION DISTANCES Ft. - Ft. To Septic Absorption Lift Station Holding Sewer Total absorption area Number of trenches Dist between trenches From Tank Field Tank Line y34 / I Ft. Well Z 5 TANK ❑Septic S.T.E.P. El Holding [I Other Manufacturer A Capacity n/e #6R_ A 65 14Af/'d ,2S4 Gal. Surface Water C)(j f Q /f y /t f Material Number of compartments V t! Lot Line /^ r J ! t% NA Foundation / LIFT STATION Manufacturer ' ` /I 'T' e Capacity '7 G SQ Gal. Curtain Drain SQ r J Q r f Sa' t .- Remarks 4L EE A /+ C �t ��qq Pump on level at Pump off level at Z/o 4Ze/ High water alarm at V14 D1ve_rRT4r?- V,41_1115' in. in. -5'2 in. Pump make and model SG Ds/ 65 Electrical Inspections performed by F s/K S001 PIPE MATERIAL House to tank ankto� c(p Installer cUinfield VC- �� Drainfield s- CO/MT_?a? Inspector �or /f f1 BENCHMARK (Assumed elevation) /QQ it Inspectionfa/�" s„ dates: <S 2 Location and description .� j� )=Rod ( 6,e—=c k. 3" /s 4m COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL Engineer's Stamp Conditional Approval: Date ®.ee et y. � 6 4b ,s �B�lS9F a / /.�•°�0,W �, D 5 Approved �. Date 6 / AqQ, ss'V `Y= � y� inspection Report_e-ri2mc Existing Bed Connected Via Diverter Valve 7 Decommissioned Old Septic Tanks PerUPC Bed ° 1 5% Slope 1250 Gallon STEP Tank [� MEASUREMENTS A B ST2 26 50 Riser 29 53 MT 154 128 R100 -J Exist! Weft 1.25" Force Ma seated w/Heat Tr Parking 5% Shop G 3 1% Slope 111 0 Butera TH 1% Slope /// 10' Utility aser,en r� Driveway Easement Mt Eklutna Drive aaa+�wq STEELE ESTATES NORTHR/M y,'•• ENGINEERING *.4981 * LOT 5 PO Box 770724 •, un. � ... Eagle River, Alaska 99577 WASTEWATER RE CORD 907.694.7028 UPGRADE SEPTIC Well 5% Slope New Ab Trench 1" = 40' RECORD LAYOUT a: MT: 6/10/15 2 of 3 SlopE II 0+, ip d d > N a, El U,_� I t' 0 O L C3 N U L 0 d a L 0 L N 0 7 U 0 Ol pl U 3 4 a L a, o L S N U \ > �3 O : Ln U U N > M O- LU ai L + d E W L O t G) If) 0 II i 0 d d N W Ln OD 11 L 0 t' d N W 0 00 Lal 2 F - L7 C4 zW 3Q Q � QW Q W �W u WI-- W F--F-1 oo� 0 J 3 w Z Y Z z W Q U Q Z W W a N ao a S � U L O N � L H � L � O d +' > a i i O N o ¢L d a I° Lrj L CD Lf�LLJm I I L 0 d N L N 0 7 U 0 Ol pl U 3 4 a L a, o L S N U \ > �3 O : Ln U U N > M O- LU ai L + d E W L O t G) If) 0 II i 0 d d N W Ln OD 11 L 0 t' d N W 0 00 Lal 2 F - L7 C4 zW 3Q Q � QW Q W �W u WI-- W F--F-1 oo� 0 J 3 w Z Y Z z W Q U Q Z W W S❑ILS LOG - PERCOLATION TEST ENGINEERING Performed For: Shultz Date Performed: 5/27/15 Legal Description: Steele Estates Lot 5 DEPTH (FEET) 13 Date Gross Time Organic 1 - Net Drop 1 5/28 2 - a> -- 3 - 10 10 min. 4 3.5' 3 SP Sand 5 _ 7' w/ Gravel 6 _ 22 Low Silt 20 - 3,5' Q, 5/28 7 - 70 -- 6 5/28 35 Fine Sand 10.5" 3,5' 7 5/28 10 -- 70 -- 8 5/28 47 10 min. 12 3.5' 9 5/28 13 Date Gross Time Net Time 14 - Net Drop 1 5/28 15 - -- 7' -- 16 - 5/28 10 10 min. 17 - 3.5' 3 5/28 18 - -- 7' -- 19 - 5/28 22 10 min, 20 - 3,5' 5 5/28 21 - -- 70 -- Comments; T.H. Location: See Attached Design Groundwater? No Depth —=-014 � Water Depth After Monitorinq,None Dates .6/4/15 # Date Gross Time Net Time Depth Net Drop 1 5/28 0 -- 7' -- 2 5/28 10 10 min. 10.5' 3.5' 3 5/28 12 -- 7' -- 4 5/28 22 10 min, 10.5" 3,5' 5 5/28 25 -- 70 -- 6 5/28 35 10 min. 10.5" 3,5' 7 5/28 37 -- 70 -- 8 5/28 47 10 min. 10.5' 3.5' 9 5/28 50 -- 7' -- 10 5/28 60 10 min, 10.5' 3.5' Percolation Rate 3 min,/inch Perc Hole Diameter 6' Test Run Between 6' and 7' Performed By NorthRim Eng, I CERTIFY THAT THIS TEST WAS Performed in Accordance with All State/Municipal Guidelines in Effect ON THIS DATE, DATE: 6/5/15 NORTHRIM yip` ENGINEERING PO Box 770724 E0910 River, Alaska 99577 gt 907.694.7028 TESTHOLE LOG GEOTECHNICAL TH 6/5/15 11 June 3, 2015 Re: 25115 Dear Bobby Dean: Rising Son Electric Services LLC. 36784 Eklutna Lake Rd. Chugiak, AK 99567 (907)622-6777 The lift station at the above referenced address has been wired in accordance with NEC and State/Local codes. Thank you for your business. S'ncerely, Dakota Keller, Owner Administrator License Number 2065 Specialty Contractor license Number 38497 On -Site Wastewater Disposal System Permit 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 Permit Number: OSP151144 Tax Code Number: 05112265000 Work Type: Septic Upgrade Permit Effective Dates: May 27, 2015 to May 26, 2016 Design Engineer: NORTH RIM ENGINEERING Subdivision: STEELE ESTATES Site Legal Address: STEELE ESTATES LT 5 G:1562 Owner/Address: SCHULTZ MONA & JOEL 25115 MT EKLUTNA DRIVE CHUGIAK AK 995675716 Site Mailing Address: 25115 MOUNT EKLUTNA DR, Chugiak Lot Size in Sq Ft: 55289 Total Bedrooms: 3 This permit is for the construction of: Y Disposal Field Y Septic Tank N Holding Tank N Privy N 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. A�. Special Provisions: The Engineer needs to do an additional test hole prior to the construction of the septic field. Construction may proceed at your own risk before the 7 day water monitoring is complete. Please submit stamped and signed results with the As -built Inspection Report. If the results require a design change, construction of the system will stop pending On -Site review and approval. Received 51,;?Ils Issued By: Lk a'lc rj!L� Date: MUNICIPALITY OF Community Development Department Development Services Division C* On -Site Water & Wastewater Program I RUSH!j ANCHORAGE ,`,.:CdORi Phone: 907-343-7904 Fax: 907-343-7997 ON-SITE SEWER/WELL PERMIT APPLICATION Parcel I.D. 65I—(ZZ—�S Property owner(s) Day phone Z 5ep— 40!8 y Mailing address Z S/1 S '0_r Eke U'fiV.�J D P� Site address S.4 er F Legal description (Sub'd., Block & Lot) STEE[. E s?—✓�T�,1 L S Legal description (Township, Range & Section) Lot Size Sq. Ft. Number of Bedrooms .3 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field Initial ElSln(w/wo Family J to ADU)SF) Septic Tank Upgrade Duplex (D). ❑ Holding Tank ❑ Renewal ❑ Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑ Water Storage ❑ 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. �n 5S(lC`�? (Signature of property owner r authorized agent) J r p K,.. �°! 90. o Permit/Rush Fees: 5b9 -t 31Waiver Fees: _ Date of Payment: I Date of Payment: Receipt Number: OD;3� Receipt Number: Permit No. 05IP/ 5#`l r{ Waiver No. Permit App_9-1-12.doc T 1" M ENGINEERING MEMO Steve Eng, PE, PH PO Box 770724, Eagle River AK 99577 (907) 694-7028 SteveEngPE@gmail.com Date: 5/23/15 To: MOA On -Site Services Subject: Steele Estates Lot 5 Septic System Upgrade Number of Pages: 5' An existing bed has failed on the subject lot. An existing soil test will be used for the alternate site. The design calls for a new 5' wide trench with new STEP tank: existing bed to be connected via diverter valve. The entire subdivision is on private wells and septic systems. The terrain slope is low relief. The system size is 3 bedrooms. Please review the wastewater system design for the existing duplex. I have included design plans & specs, design guidelines, & soil tests. If there is need for additional information or clarification please give me a call. Thanks-Stev��W'4� ENGINEERING Steele Estates Lot 5 Wastewater System Sizing: This is an existing 3 -bedroom, single family home. The existing bed is in failure. A new STEP tank will be installed, with valve to existing bed. The existing septic tanks will be decommissioned per UPC. Neighbor lots are served by septic systems and private wells; there are no conflicts. The topography is gentle gradient. A previous soil test indicated a GW & SP soil at the new trench site; additional soil test at construction can be completed if necessary. No bedrock or groundwater was encountered. An application rate of 143 FTI/bdrm will be used for the trench. Trench length = 429 FTI/5' x .5 reduction factor = 42.9' trench, say 43' (4' effective) Specification Requirements: All components and work must comply with the Municipality of Anchorage Specifications (AMC) & State of Alaska Drinking Water Regulations and Wastewater Regulations. • New 1250 Gallon STEP tank. Anchorage Tank or Equal. • 5' minimum between the tank/lift station and bed. 10' minimum to property line from trench. • 3' of cover and insulation is required for force main; 2" Minimum thickness for insulation. • 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 any 90 degree bend in 4 inch line. • 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, minimum of 4' to groundwater, 6' to bedrock from drain - rock. • Drain rock to be ''/I" to 2 %I" screened. Drain rock to be distributed uniformly. • Force main to be 1.5" Schedule 40 PVC or equal. • Distribution pipe to be 1.5" Schedule 40 PVC w/ 1/8" orifice @ 18" on -center. Perforated pipe to be installed level with perforations down. • Silt barrier (filter fabric) to be installed above the drain rock. • Smeared bed must be raked or scarified before drain rock placement. • 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 Tank to be pumped every two years or when required. • Insulation board to be extruded direct burial polystyrene (Dow Styrofoam HI/equal) Existing Bed Connect Via Diverter Valve commission Old Septic Tanks Per UPC Parking DESIGN NOTES: 1. New Trench Depth I 2. 1.5" Schedule 40 P` 3. 3' Cover + Insulate 4. Lots Served by Priv 5. No Conflicts Within 6. Connect Existing Be Via Diverter Valve. 7. New TH © Construc 8. STEP Tank NOT Und Z Existing WeFt Bed Slope Shed STEP Tank /\ 7.5'. Force Main. o�ce Main. e Water Wells. To STEP Tank n Driveway. S LY Force/ M 5% Slop Proposed TH 1% Slope 4- a, E rD U) M C$ 5 + BTH 3 o Q, q 1% Slope 10' UtmtyTasement Mt Eklutna Drive Existin Well C 5% Slope New Ab Trench ffi 10% Slope °F OF Ar -•'��.�` STEELE ESTATES 1" = ao NOF, THRIM . ` PLAN ENGINEERING * r49mj L❑T 5 PO Box 770724 oy"•j�r LAYOUT Eagle River, A/sake 99577_ WASTEWATER D E S I G N 907.694.70285 r UPGRADE SEPTIC 5/27/15 2 of 3 c y O E d C5 L� CD L w OJ j ) u > \ ! \ F-- \ L 0 -- -- «, $u I ... LO y ) \ ® .0 G /\ u w } I ... LO y ) G w e �r F- . : V) G : \ j\ | \ \ E 2 s u G LO '\ : CL w -i G w '/ aj ! 2 ! : x> \ u �e o Lu ± jg ƒ{ 2 Q _ \ < = G ƒ ! > z : O : u \ 41 j 0 LA u % / // 2 2! m ,® / 0 06< 3 w & x u $ 2 \ \5 ± LL] ! / CL / ® ® e { LJ ± Ri 9 2% 0- -®=u z w » ±cu 2E o,E -uC(A0 2c�: °b --�. 2 eon M( ,mw' (\�y wo®=2 lw±z!;� >2±Ln Cj) Oj ;{■ ! ®6�- ! NKI A -'f �F- � .0(/o26 'N&\: °°°°{2,2 ® au \&7\�//\ \0 \ ; 0 m2 r0L �,z L u ju _CLL0 o2� s°»®� Q a [\�\ajdai e>x$ oL LL g5 / §)\ xpw Res � � MUNICIPALITY OF ANCHORAGE DE('ITMENT OF HEALTH AND HUMAN SERIS Environmental Health Division • - 825 "L" Street, Anchorage, Alaska 99502, Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Name M ARK S TCL L E DISTANCES TO FAOA7 SEPTIC TANK ABSORPTION FIELD WELL Address `/`'S G 7 Phone(s) Permit No. No. of Bedrooms WELL p ' / /'90 LOT LINE�,-- LEGAL DESCRIPTION Lot Block N << Subdivision S - fee -le FOUNDATION Township, flange, Section Al T L ✓ y Se_ G . AS -BUILT DIAGRAM (Show location of well, driveway. water bodies, etc.) septic system, property lines, foundation, TANKS SEPTIC ❑ HOLDING Manufacturer A,c A 7c. l< cars try in gallons �1 —5 0G 5q1yo^t sa` r a J%� Material No. of Compartments TYPE OF SYSTEM I3 ❑ TRENCH � BED ❑ W. DRAIN ❑ OTHER Depth to pipe bottom from original grade r 3 �.2FT Total depth from original grade -'i FT 3 of I Spo rotlr #" yW Fill added above original grade FT Gravel depth beneath pipe G / Graveilength /e.jjt, : 3ar FT Gravel width ed = /3 FT Total absorption area S63 SO FT , Distance between lines 6 �6etwet-v✓ /,ul ir, &•(FT FI S Number of lines 3 Soil rating /-2 SOFT Pipe material L73Tr .34)34/ —rk/o Installer Date Installed WELLS / 0 y -u '9 PRIVATE ❑ OTHER (Identifv) S' e r / S' ,^' "Z' ' Classification (A.B.C) /to r VA i F Total Depth FT Cased to FT al .., Installer Date Installed: REMARKS: 7G✓ 1 eVo/^'SJ- Scale: InspecRi9.k IPBurbrugihb9ring Services P.-0. Box 773294 oSP. �ti� " r ° �f r Gs'o ° •- F, pp ° N aoo°soaAyoe esaa•eeao. ¢`seo� o••os moo.e uo•.-•el..o..a.e kovis, A. But9ra. siP/, as CE -6736: p A' a'oe "WOFESS1 /"r4N /Ju/Cs' /Ivs�4 /Ceol C.// 4J'�'B iJr age River, AK 99577 Date- 691-5195 / �� certify that this inspection was performed according to allM� Municipal and Slate guidelines in effect an this date: ��E/ ,fy6 Health Department Approval: — Q �� Date: YY 72-013 (3/85) �� z a.:,t [I..� ' DEPARTMENT IEALTH AND FN;IRT) NI'll ENTAL 'r�OTECTION STREET, ANCHORAGE, AK 99501 264-4720 17-.311 EH. fl� du EE Ir -.4. ��17 1! 1. T. PERM?T NO: 86029( nPGRADE DATE ISS1]ED: ApPLI[�ANT� MA�K STF�LE ADDF �'FS: SR2 BOX F`IC]NEER CHyGIAK, -1-C', 5,-, CONTACT PHONE: LE(�AL DE]�x��R)�F�: S\�8I)IVISI[)N: 'STsE[E��F!�7�ATF� LOT- 5, ��''� 8Ll)CK: NA SECTION: 2 TOWNSHIF: 15N RAN<JE: 2W ' LOT SIZE-: X.1400c. (SQ.FT. ORACR-S} Jr certi[y that-: 1" I am miliar with thu,� requirements for on-site sewers an -I wells as 7-.iet [o,th by the Ilk nicipaliLy o, Anchorage (MOA) and the State of A1asta" 2, I will ins�all the system in accordance with all MOA codes and regulations, and io compl1ance with the �esi�n cri+eria oO this permit. 3. I will adhere to all MOA and State o� �laska requirements Ior the set back �istances �rom any existing well, wastewater disposal system or public sewnra�e system on this or, any adjarent or nearby lot, I� A LI�T STATION IS INSTPLLED IN AN AREA COVERED BY MOA BUILDING CnDES, 1 H N (1> AN FLFCTRICAL PE�MIT AND INSPECTION NUST BE nBTAINED; (2) AS-JMUILTS WILL NOT DE AP�O �VED WIELEC THOU AN TRICAL INSPECTTf. N REPORT; AN! (3) THE ELECTRICAL Y A LICENSED ELFCT�ICIAN" Sl9�ED DATE: APPLICANT: MARK GTEELE ISSUEn BY ��^ DATE: ��.��~_96 k - L^10 -/y 90 Ssew_ 04, �� / � ' ' 7�*sd�-t I *�� **~`- �s ^^°e'^~ C��zc,��w`^ �� - c%��:` (ENGINEERS SEAQ). :> e Municipality of Anchorage t DEPARTMENT OF HEALTH & HUMAN SERVICES ; °;,^;•°°."aha 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG —PERCOLATION TEST �•.�� °•. ` PERFORMED FOR: DATE PERFORMED: Tract A of L..xe H,/I -Q l s LEGAL DESCRIPTION: Lyt .S pf S }cele C.rfj Township, Range, Section: T' 3ySLOPE SITE NPLAN p�JyN 6c'a w Sec, ` 16 17 18 19 20 WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT DEPTH? j1)0 Depth to Water After Monitoring? O Date: S L O P E PERCOLATION RATE ISt`ti (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN FT AND FT COMMENTS ��, f'�-S"r G�u..�E fD 09 ' /jy earl %mac e O%e >-e-jo /4 Ce ys,Cr✓7` Ci Y'2a U� pr�pos:e,..l �i�iSy. . eaa,e rover cn9meenng services. PERFORMED BY: P. 0. eta% 773294 CERTIFY THAT THIS TEST WAS PERFORMED IN Eagle River, AK 99577 ACCORDANCE WITH ALL STATEBMVI&BJNICIPAL GUIDELINES IN EFFECT ON THIS DATE. - DATE: 72-008 (Rev. 4/85) 2 (6-w) 3- 4 4 O 5- I 61 6 ?: 7 8 9 Ole& 10- 0 11 11 ' 2 12- rl 13- 13 14 14 15 16 17 18 19 20 WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT DEPTH? j1)0 Depth to Water After Monitoring? O Date: S L O P E PERCOLATION RATE ISt`ti (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN FT AND FT COMMENTS ��, f'�-S"r G�u..�E fD 09 ' /jy earl %mac e O%e >-e-jo /4 Ce ys,Cr✓7` Ci Y'2a U� pr�pos:e,..l �i�iSy. . eaa,e rover cn9meenng services. PERFORMED BY: P. 0. eta% 773294 CERTIFY THAT THIS TEST WAS PERFORMED IN Eagle River, AK 99577 ACCORDANCE WITH ALL STATEBMVI&BJNICIPAL GUIDELINES IN EFFECT ON THIS DATE. - DATE: 72-008 (Rev. 4/85) O G,j •�f� Municipality of Anchorage c'oto. =o ..> �:.• q „ DEPARTMENT OF HEALTH 8 HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 1a Louts A. Bu:e:a SOILS LOG — PERCOLATION TEST 0Q��N•.._ cc E�-a PERFORMED FOR: /"� .S71CB �G DATE PERFORMED: LEGAL DESCRIPTION: Trnc7- /!/1A — Aze Township Range Section: 7/s - ,n/ /eaw r-ec. a SLOPE SITE PLAN o 2- 4- 7 4 7 8 g S�-cN - -�t_ WAS GROUND WATER y� S 10 1" ENCOUNTERED? 11 12 13 14 15 16 17 18 19 IF YES, AT WHAT DEPTH? / '0"f "[^-- 8/8rp Depth to Water Alter 8•/�„ Monitoring? Dale: .1I I 20 PERCOLATION RATE '�"` I (minutes/inch) PERC HOLE DIAMETER TEST SUN BETWEEN FT AND FT COMMENTS %bo'� /v f" Y`eS 5cl .i 'cCyo( fi be ca!/erg Go Y'.S �'yc •e/c �S7�.te.F, TAc's iPat A, /e ex r rtr Eagle River Rox 7eenp Services -.CERTIFY THAT THIS TEST WAS PERFORMED IN PERFORMED BY: yP 0 BO%7732D54 i 77 ACCORDANCE WITH ALL SgrIARIYer AK BUN CIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 11_nnn,.— emc, -1 EAGLE RIVER ENGINEERING SERVICES P.O. BOX 773294 EAGLE RIVER, ALASKA 99577 694-5195 SPECIFICATIONS FOR ON-SITE SEPTIC SYSTEM LEGAL: Lot 5 of proposed Steele Estates Subdivision A_ GENERAL 1. The well and septic plan are for single family residence use only. 2. The drawing and or site plan shall be a part of this specification. 3. All materials and workmanship shall meet the requirements of the Anchorage.Department of Health and State D.E.C.. 4. All soil tests are advisory to the design and are to be verified or modified in the field by the engineer. 5. All excavations and depths are advisory and are to be verified or modified in the field by the contractor to meet MOA, D.E.0 require- ments. 6. It is the responsibility of the owner to obtain all necessary permits or easements and to locate any adjacent multi -family wells. 7. It is always recommended that a surveyor locate the nearest lot line position and the location of any easements. B. DRAINFIELD 1. The existing trench is to be abandoned by disconnecting leach line. 2. The bottom of the bed shall be level, plus or minus 1.5." 3. The total depth of the bed is to be no more than 4' below ground surface at monitor tube location. The septic tank outlet elevation is 3.3' below ground. 4. Soil or combination of soil and extruded board insulation to a depth of 4' or equivalent is to be placed over the trench. S. The area over the trench is to be finished graded to prevent ponding of surface water runoff. 6. The septic tank and leachfield must not be closer than 100 feet to any existing private well, 150' to any Class "C" well, or 200 feet to any community well. BED DIMENSIONS BED TOTAL DEPTH= 4' BED WIDTH= 18' BED LENGTH= 32' BED TOTAL SURFACE AREA= 563 SQ. FT. GRAVEL DEPTH= 6" under pipe/2" lero ro✓er SEPTIC TANK SIZE= 1000 gallons (use of existing tanks requires waiver) EAGLE RIV(—` ENGINEERING SERbiCES INC. P. 0. Box 773294 EAGLE RIVER, ALASKA 99577 Phone 694.5195 JOB J, SHEET NO. / OF CALCULATED BY '✓ m' DATE CHECKED BY DATE_ Rr.Al F_ NT'S• I 5'<3`e Ao Lya. l� to �S Su<eeee, off; � • o�o T L 3 4- T 6 VACANT $O 2GSes+c! I' ?off Sv � I —_ SPrric/VIP" 7 -moi I s A I S J _� Bed JS.X aal �oR h5•Sn _W Test" - ,i `N° AFFELTEO Q wgrz4x ; DRIVE s� �• — I c Ww 56Frrc YEN7�a H° ABANO°N /�� _ r a s lG)rG>o_ Louis A._6utera (.E 6736, N, O Z I jR ie,+a,.le. / 1 • � n & 1 / �Qq / �ir.� vwT �7Auk AREA /',z/f-•S 3 2 04-.99 5 $9 X41.. Ir IN IA I'Viunicipahity ®f Anchorage August 15, 1986 P.O. BOX 6650 ANCHORAGE, ALASKA 99502-0650 (907)264-4111 TONY KNOWLES, MAYOR DEPARTMENT OF HEALTH & HUMAN SERVICES Lou Burets, P.E. Eagle River Engineering Services PO Box 7732294 Eagle River, Alaska 9577 Subject: Lot 5 Steele Estates Subdivision (proposed) Waiver Request, WR86-116 Dear Mr. Butera: Your request for a waiver of the 100 foot separation required between the septic tank and well on the subject property has been granted under the following conditions: (1) The existing septic tanks must be inspected. The tank must be in good structural condition with no significant corrosion evident. (2) Calder-type'couplings (or equivalent) must be installed on all tank connections including cleanouts. (3) Manholes must be gasketed. This waiver will be considered valid after written documentation that the above conditions have been satisfied are received by this department. The 90 foot separation between the septic tank and well will be approved. This waiver is valid for the existing three bedroom single family dwelling only. Sincerely, Stepen S. Morris Civil Engineer On-site Services SSM/ljw EAGLE RIVER ENGINEERING SERVICES Lou Butera P.E. P.O. Box 773294 Eagle River, Alaska 99577 Telephone (907) 694-5195 MUNIDEPLIOF OF August 8, 1986 ANCHOR,,,,; & ENVIRONMENTALEALTH PPO TECTION Mr. Steve Morris Municipality of Anchorage �� Civil Engineer, On-site Services P.O. Box 196650 R Anchorage, AK 99519 "EC, EIVE® REF: Lot 5, Steele Estates (proposed subdivision) Dear Mr. Morris: On behalf of my client, Mr. Mark Steele, I am submitting the information necessary for your determination of a waiver of separation distance, well to septic tank, to 90' for the above referenced lot. The septic system is being upgraded and this waiver is required for complete approval. The tank and existing leachfield were installed by the owner without being inspected and approved by the Municipality. Our asbuilt of the proposed subdivision shows the well to septic tank distance as 901. There are two 500 gallon tanks placed in series, with a tank outlet depth of 3.3'. The enclosed well log shows that the well draws from a gravel aquifer at a depth of 70'. The casing is continuous to 70, and passes through a 28' clay layer. The surface topography is such that any seepage would be directed away from the well location toward a 5% slope to the west. The subsurface soil is a SW -SP type with a perc. rating of 125. A water sample for coliform bacteria was satisfactory. The well is located opposite the house from the septic tank with the house foundation located between the tank and house. During construction the tank can be inspected for caulder couplings. If there are any questions or if additional information is required please feel free to contact me at 694-5195. Sincerely, O Lou Butera, P.E. Encl: Site plan Well log Soil test ��:IT,: -11—v ;[Do FF ��C ': 11 EE' . - .. DEPARTMENT f, HEALTH AND ENVIRONMENTAL /nOTFCTION 825 L STREET, ANCHORAGE, AK 97501 264-4720 PERMIT NO: DATE ISSUED: APPLICANT: ADDRESS: CONTACT PHONQ LEGAL PESCRIP: LOT SIZE: I certi[v that: 13 04_!0 1: -1� 860317 08/2?/36 MARK STEELE SR2 BOX 6388 PIONEER CUUGIAK, HK 79567 6D5 -700n ��I__ 5 ��1 -0 SUBDIVISION: STEELE ESTATES LOT: 5 BLOCK: NA SECTION: 2 TOWNSHIP: 15N RANGE: 2W 41000 (SQ.FT. OR ACRES) 1" I am familiar with the requirements +or on-site sewers ano we/is as wu;, forth by the Municipality of Anchobage (MDA) and the State of Alaska. 2, I will install the system in accordance with all MOA codes and regulations, and in compliance with the design criteria of this permit" 3. I will adhere to all MOA and State of Alaska requirements for the set back distances from any existing well, wastewater disposal system or public sewerage sV-tem on this or any adjacent or nearby lot" SIGNED DATE: APPLICANT: MARK STEELE ISSUED BY z� DATE: ............ ___----- ---- / ^/ 'g - 'z_C7 _— 7 &_ - m ) \ ) I \ j 3 \ » § 7 / \ \�\ 2 \ / } } \ \ \ - ) ) ) ) § / / / / § » \ \ ( ( \.( m; } } \} w \ } \ j 3 \ » § 7 / \ \�\ 2 \ - ) ) ) ) § / / / / \ j 3 \ » § 7 / \ \�\ 2 \ - § § / / / / § » 2 \ m; \ w / jD . ky / d § \ \ \ \ � \ j 3 \ » § 7 2 \ - § § § » 2 \ m; \ w / . § \ \ \ { \ > & \y _N / / 6 \ \ \.� \ \ \ � / ✓ \\ � \ . . . . I [ ro . . . . . . §aZ . !\�. ) \\ ) ; { [ n ; j / § } jCi �.F \ [ m \ : 9 \ \ \ ® [ § (s \� (\ � ( Municipality of Anchorage On -Site Water and Wastewater Program (907)343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL Parcel I.D. 051-122-65 1. GENERAL INFORMATION Expiration Date: Complete -legal description Steele Estates Lot 5 t Socatlon (site -address) 25115 Mt Eklutna Drive, Chugiak, AK ® Single Family (w/wo ADU) URUSH!❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex)3. NUMBER OF BEDROOMS: 3 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well ® Individual Curlerit'PropertyoHner(s) Shultz Day phone 258-8864 i• ❑ Community Class C Well ❑ Mailing addre�sN same ❑ Public Water System Reafst"ate Agin(. Dustin Renner Day phone 841-0128 ❑ 2. i1ois TYPE OF DWELLING: ® Single Family (w/wo ADU) URUSH!❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex)3. NUMBER OF BEDROOMS: 3 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well ® Individual Individual Water Storage ❑ Holding Tank ❑ Community Class C Well ❑ Community ❑ Public Water System ❑ Public Sewer ❑ Received by: Date: S COSA to be released to the engineer, unless other ise requested by the engineer. COSA Fee $ r -)Ls' + 1w.16 = 41am,(0o Date of Payment & (:4 15- Receipt Number (fib �gl� Date: Date of Payment Receipt Number. COSA # OSQ5 Id__IO� Waiver # 5. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based on procedures outlined in the Certificate of On -Site Systems Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. Name of Firm NorthRim Engineering_ Phone 694-7028 Address PO Box 770724 Eagle River Engineer's Printed Name Steve Eng- Date 6. DSD SIGNATURE System #1 Approved for :2) bedrooms. System #2 Approved for bedrooms. Disapproved. Conditional approval for _I', U ff sioV' .: bedrooms, with the following stipulations: By. I Gc/c%z, Original Certificate Date: 6 The Municipality of Anchorage Devlopment Services Division (DSD) Issues Certificates of On -Site Systems Approval (COSA) based only upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 7. ATTACHMENTS: COSA Checklist X Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other COSA blue sheet 9-1-12 doc If more than 1 septic system is on the lot: COSA Checklist # _of _ Structure served by this system Certificate of On -Site Systems Approval Checklist Legal Description: C %'EcL e zfrSTfF7"�,f 407-5 Parcel ID: OS/ /22- 6S A. WELL DATA Well type _ 0 If A, B, or C provide PWSID # Date completed G Z 6 Sanitary seal (YIN) Total depth 70 ft. Cased to eft. FROM WELL/LOG Date of test. Static water level S3 ft. Well production so g.p.m. WATER SAMPLE RESULTS: Coliform 0 colonies/100 mL Nitrate Z 17 mg/L Arsenic /J - ug/L Date of sample: =//d / B. SEPTIC/HOLDING TANK DATA Tank Type/Material ZSTZ64 Tank size %ZSQ gal. Number of Compartments _Z Foundation cleanout (YIN) 4 Depression over tank (YIN) Date of pumping ' /� AJ Pumper Well Log (YIN) Wires properly protected (YIN) T Casing height (above ground) in. AT INSPECTION S zr S 5o ft. 4" g.p.m. Collected by: %e .. 6K Date installed 4dZ415 Cleanouts(Y/N) High water alarm (YIN) y C. ABSORPTION FIELD DATA S 11 Date installed 6 2 15 Soil rating (g.p.d./ft2 or ft2/bdrm) 16R System type Z�AICf/ Length T ft. Width S ft. Gravel below pipe�' ft. Total depth 5ft. Eff, absorption area ft2 Monitoring tube Depression over field AL Date of adequacy testAL,� - A& Results (Pass/Fail) �_ For _ bedrooms Fluid depth in absorption field before test in. Water added gal. New depth in. Elapsed Time: min. Final fluid depth in. Absorption rate >= g.p.d. Any rejuvenation treatment (past 12 mo.) (YIN & type) If yes, give date D. LIFT STATION Date installed g5 Mf Size in gallons 250 Manhole/Access (Y/N) "Pump on" level at 48 in. "Pump off' level at _LAFI in. High water alarm level at sZ in. Datum 6a &" Pie, Cycles tested 3 Meets alarm & circuit requirements? E. SEPARATION DISTANCES WELL ON LOT TO: Septic tank/lift station on lot /6Q On adjacent lots Zoo 'I - Absorption field on lot Public sewer main /o 0 'F Sewer /septic service line 2 S 1t Animal containment areas so f On adjacent lots 100 =>` Public sewer manhole/cleanout Zoo rt Holding tank /OG ,� Manure/animal excrete storage areas /00- SEPTIC/HOLDING 00 SEPTIC/HOLDING TANK ON LOT TO: Building foundation /D r Property line —40 Absorption field i� t Water main 14 f Water service line Zd rt- Surface water /ao Wells on adjacent lots ZOO elf - ABSORPTION FIELD ON LOT TO: Property line lQ Building foundation /0 rf Water main /0 r't Water Service line ^t_ Surface water Q �t Driveway, parking/vehicle storage /04' Curtain drain SQ r+ Wells on adjacent lots WQ F. COMMENTS vf STF_Pi .,t�/L o� ` a., ih G. ENGINEER'S CERTIFICATION I certify that l have determined through field inspections and review of Municipal records that the above systems are in conformance with MOA COSA guidelines in effect on this date. Engineer's Printed Name S f ?X5jt/C 4X j G Date edel/t S COSA yellow sheet_2-6-15.doc STANDARD MORTGAGE SURVEY NOTE: THIS SURVEY IS PREPARED IN ACCORDANCE TO A.S.P.L.S. MORTGAGE LOCATION SURVEY STANDARDS. THIS SURVEY REPRESENTS SURFACE CONDITIONS FOUND AT THE TIME OF LOCATION SURVEY AND DOES NOT CONSTITUTE A BOUNDARY SURVEY, THIS SURVEY IS SUBJECT TO ANY INACCURACIES THAT A BOUNDARY SURVEY MAY DISCLOSE, THE INFORMATION SHOWN HEREON SHALL NOT BE USED TO ESTABLISH FENCES, STRUCTURES, OR OTHER IMPROVEMENTS. UNLESS GROSS NEGLIGENCE IS DISCOVERED, LIABILITY OF THE PREPARER IS LIMITED TO THE FEES COLLECTEDI FOR SERVICES IN THE PREPARATION OF THIS PRODUCT. 2 LOT 6 �S LOT 4 1 (EAST) (186.24') S33 LOT 3 BLOCK „C„ C) �� rR26s�> PLAT: 71-60 z , 24.2' v�o� ° ° �0 28.7' °J FJ 0 ; O 51.9' LOT 6 io 5,r CONC. WALK SHED (OLD) SHED, �c LOT 4 { SEPTIC �g BLOCK „C, WELL� PLAT: 71-60 506 _ HOUSE SHE \ 0 N SH D / 50.6CO " '� w SHOP EC .MTR. g ,35.2' �� 69.1' o a ��---GAgIF \�•�G O w a T 1 'OAp SAUNA 2 •C J�'�aP / HOT TUB Q z Q A100P i p 3 Z LU -' o 0 �W o f j LOT 5 J C� Note: Asbuilt updated 0 i /55,289 S.F. 1CO °� LLJ • 6/4 for new septic m Z N J field. 6/8 for new U= i / '-1 m tank loc. N _ft\\\\��` NEW �j �� OF A� l� i SEPTIC PIPE\ DRIVEWAY EASEMEMT, BENEFITS LOT 5, N / DRIVEWAY EASEMENT / 49TH _ . 2015-019757-0 tO �� BENEFITS LOT 4 J' i / SEE Bk. 2301 PG 924 Max A. Schillinger 10' UTILITY �® EASEMENT P ; —10' UTILITY EASEMENT If (S-12039 PER PLAT 71-60 i i PER PLAT: 87-31 �, Fid . �. D. �VQSSIONNO� yep/ i , 3' BLM SECTION LINE oa eo /� EASEMENT PER PLAT: 71-60 6/10/2015 w! % _ BASIS OF BEARINGS— — : ' _ _ _ _ — f` Co1 — (S 89'46'29' W) ' — 27. — — — — — — — — — 20.0 144.52' MEAS (144.53') ; — — — — — MT. EKLUTNA DRIVE (60' ROW) AS -BUILT DRAWING OF: 0 10 30 60 SCALE: 1"=50 FEET ® DATE: 6/10/2015 LOT 5 FILE: 14-48 SCHULTZ PROPERTY ADDRESS: 25115 MT. EKLUTNA DR., CHUGIAK, AK 99567 STEELE ESTATES LEGAL DESCRIPTION: LOT 5 STEELE ESTATES; PLAT; 87-31, A.R.D. ALL POINTS NORTH -- PO BOX 4207. PALMER, AK 99645 TEL: 907-746-4185