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HomeMy WebLinkAboutREBISCHKE LT 50DP-ebl*sChke Lot 50D #050-252-19 . SUBMITTAL • Municipality of Anchorage Community Development Department Alii 1'1011 of On-Site Water&Wastewater Program 4700 Elmore St. •P.O. Box 196650 Anchorage,AK 99519-6650 •http://www.muni.org/onsite•(907)343-7904 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP 1 41084 PID Number: 050-252-19 ❑ New ®Upgrade Nome: DANIEL MORELLI ABSORPTION FIELD Address: ❑ Deep Trench ❑ Shallow Trench El Bed ❑ Mound 16307 POPPY LANE, EAGLE RIVER, AK 99577 ❑ Other Phone: No. of Bedrooms: Soil Rating: Total Depth from original grade: (907) 694-9868 3 ***4.0 GPD/Sq. Ft. 3.5 (MAX.) Ft. Depth to pipe invert from original grade: Grovel depth beneath pipe: LEGAL DESCRIPTION SEE DRAWINGFt 0.59 Ft. Subdivision: Block: Lot: Fill added above original grade: Gravel length: REBISCHKE N/A 50D SEE DRAWING Ft. 12 Ft. township: Range: Section: _ Grovel width: Beds Number of lines:Distance between lines: 10 Ft. 2 5 Ft. SEPARATION DISTANCES Tatal absorption Oreo: Number of trenches: Dist. between trenches: To Septic Absorption Lift Holding Public/Private 120 N/A N/A From Tank Field Station Tonk Sewer Lines SD. Ft. Ft. Well *71'+ *75'+ *71'+ - 25'+ TANK ❑ Septic ® S.T.E.P. ❑Holding ❑Other Manufacturer: Capacity: Surface Water 100'+ 100'+ 100'+ — GREER TANK 1500 cal. — Material: Number of comportments: Lot Line 5'+ **1' 5'+ — N/A STEEL (DEEP BURIAL) 2 Foundation 5'+ 10'+ 5'+ — LIFT STATION Curtain Drain Monufoclurer: Copocity: NONE KNOWN — GREER TANK/QUANICS 1500 Gol. Pump on" level ot: "Pump off" level at: High water alarm ot: Remarks: *71' WAIVER FROM WELL TO S.T.EP. TANK TIMER TIMER 46" AND 75' WAIVER FROM WELL TO DRAINFIELD. Pump Make & Model: Electrical Inspections performed by: GOULDS **1' LOT LINE WAIVER GRANTED WITH PERMIT. TE51M 1�1b� (�Jl py O� ***THIS IS A QUANICS CAT. II AEROCELL SYSTEM. PIPE MATERIAL D r House to tank D-3034 Tank to D-3034 drainfield Installer SOUTHFORK CONSTRUCTION Drainfield D-3034 CO/MT D-3034 Inspector GEC, Ltd. BENCH MARK (Assumed elevation) 100.00 Ft. Inspection Dates: 1st 6/30/14 2nd 7/17/14 Location and Description: 3rd 7/17/14 4th 7/17/14 BOTTOM OF SIDING © POINT "A" ENGINEER'S SEAL Community Development Department Approval 0��o00p� 4 rA Conditional approval: Date: p, Pc...„:... t. '..- -10, 41.4• T .7„00 a110 Q ss ' O CE- iv;, .!` -,---------------------77 ..--____,..„.. (.6 __-- .....— , Approved: Date:7ZHl ��p P°IPr�3ffesoal�o� �ao�oA �OOOoo' ' Inspection Report _1-1-12.doc cPERMIT NUMBER. PARCEL ID NUMBER: 1 OSP141084 AS-BUILT DRAWING 050-252-19 EXISTING WELL I FOR TRIPLEX l 1 \ 1St) 0 LL \ D W A B C \\I LOT 50C, FCO 2.0 25.8 434 \\ SOREBISCHKE S CO1 27.7 45.8 83.7 \ W LOT 50B, ST1 29.1 45.9 63.8 \ P4'\ 3 REBISCHKE SID MH 35.8 48.4 65.3 \ C P1 43.9 35.9 45.4 \ P cn P2 44.3 34.9 43.7 \\ SHED WILL NEED TO BE g CO2 45.3 33.9 41.4 \ U RELOCATED IF RESERVE 0 MT1 49.1 37.6 44.3 \\ SITE IS EVER INSTALLED Er CO3 45.8 40.0 50.3 \ al CO4 40.6 35.6 47.0 \ RESERVE MT2 39.3 34.1 46.0 \\ Q DRAINFIELD \ o- \ ~\ i NEW CAT II • AEROCELL UNIT LL OLD SEPTIC SYSTEM ABANDONED PER \\ �� ----- _ f0Y UPC CODE (PER CONTRACTOR) \` - NEW DRAINFIELO`s- \ 'NOTE:WAIVER AMENDED FROM 75 FEET \ - r TO 71 FEET DURING INSTALLATION.SEE I ' CO3b aMT1 • y r APPROVED CHANGE ORDER ON FILE. -a,ICO2 ~----- J N. NEW 1500 GALLON 1 I: .., .'• kil - -ili e- N. S.T.E.P.TANK r/ ': Him MM....-. �-.�a. N -- (10GAUGE) - rS. \ / `.� W \ // ST1 0 ♦� ' 2 \\ / CO ,� LOT 51, SECTION 11, / / ~p -C T14N,R2W // /• B -------- ---- 1 • c / 0 • • , - coF g / CP I A • m / r- . / EXISTING / / '•/• 3BEDROOM / / 'AT HOUSE c / / J• • to I I , I /CAGE •' II I / I I J I I II RAD I SCALE: I 100•',NELL tus I EXISTING WELL I ' 1-=30' 1 I • .. 1 I LOT 500 ., Z LOT 50E -------"-'-_S ---- -- I I 44.11111:111,11 II4, • •�Pi"....'1 •tb GARNESS ENGINEERING GROUP, Ltd '" �'` `� 4•TH J .... �`:* • CIVIL&ENVIRONMENTAL ENGINEERS I •• 3701 E.TUDOR ROAD.SU)TE 101.ANCHORAGE.AA 995C7•PHONE 90n 1376119'FAA 190n 33&32•C-WEBSITE N.,.grnMMnpnedYnp cam •• ••• • PREPARED FOR PHONE NUMBER: PAGE NUMBER. • f^t� •' •.•- ?' • •. -R1=- DAN MORELLI 694-9868 2 OF 3 0j J,'s, C -795? 44 LEGAL DESCRIPTION DRAWN BY: 4,,2'�• ••.(; 2-01i14... ��,:...6� ar REBISCHKE S/D; LOT 50D J.L.M, ..FO Cv M1 '• FE TYPE OF WORK: DATE: 44 r-7T SS\c I•• AS-BUILT OF SEPTIC SYSTEM UPGRADE 8/20/2014 / PERMIT NUMBER PARCEL ID NUMBER: OSP141084 AS-BUILT DRAWING 050-252-19 FINAL GRADE TOP OF MANHOLE =97.9-98.1 (MH1) =98.54 1- � a - Ill-, TOP OF TANK _ =89.10 I L., • . 1.25"FEED LINE 2"RECIRC.LINE - - IIIIi- -0 •I TOP OF TANK � =89.07 INVERT OF NEW 1500 GALLON INLET=88.38 S.T.E.P.TANK /4"1 --- WITH QUANICS ■ COMPONENTS _ (10 GAUGE-RATED FOR 10'BURIAL) FIINAL GRADE ORIGINAL GRADE =99.9-100.4 =9 7 4-9 7 9 CO3 650 AEROCELL CO4 MT2 UNIT (CAT.Ip CO2 MT1 THttt lb INSULATION (PER CONTRACTOR)iiiiiil IA INSULATION ��� /' �\ `-' (PER CONTRACTORFILTER v,:r, .. . _. i FABRIC 1.25"FEED LINE I®. ® =- :7 2"RECIRC.LINE r I •rl e. • . . s . . . . . • . e, .'or e • r e, r w y w i . 1,�,1 5: Niii 2 FOOT SAND FILTER INVERT OF . DISTRIBUTION ' LINE=94.99 TOP OF SAND FILTER=94.40 LIMITS OF EXCAVATION=92.40 12 FEET LONG RELATIVE ELEVATION OF BOTTOM OF TEST HOLE=86.40 (NO GROUNDWATER) •*•��:`liirr A..... ... . al GARNESS ENGINEERING GROUP, Ltd 71,-A-11 ='� 0CIVIL&ENVIRONMENTAL ENGINEERS 0 . . 3701 E TUDOR ROAD.SLATE 101.AHGgRAGE.AK 99507•PHONE 7 907: 337-6179'FAX(907, 338-3246'WEBSITE.'—pvres..q.wv.q a.n • :. = , PREPARED FOR PHONE NUMBER PAGE NUMBER 0 Nrey Ga ss : Li a DAN MORELLI 694-9868 3 OF 3 .j�: C 79 3 �'• Li I • LEGAL DESCRIPTION. DRAWN BY. ..♦<��•., 91749 ,Li.•'�1V� REBISCHKE S/D; LOT 500 J.L.M, <`�•'p._ ....... �, �u TYPE OF WORK: DATE. +rrr rt'0FES;;IP',4i �AS-BUILT OF SEPTIC SYSTEM UPGRADE 8/20/2014 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: OSP141084 Tax Code Number: 05025219000 Work Type: Septic Upgrade Permit Effective Dates: May 14, 2014 to May 14, 2015 Design Engineer: GARNESS ENGINEERING GROUP LTD Subdivision: REBISCHKE Site Legal Address: REBISCHKE LT 50D G:0051 Owner/Address: MORELLI DANIEL P 16307 POPPY LANE EAGLE RIVER AK 995778025 Site Mailing Address: 16307 POPPY LN, Eagle River This permit is for the construction of: Y Disposal Field Y Septic Tank N Holding Tank N Privy Lot Size in Sq Ft: 10747 Total Bedrooms: 3 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. Received Issued By .SA�/! " sly/� Municipality of Anchorage P.O. Box 196650 • 4700 Elmore Road Anchorage, Alaska 99519-6650 • (907) 343-7904 • Fax (907) 343-7997 http://www.muni.org/Onsite Development Services Division On -Site Water and Wastewater Program n ent S ,o P C n Depai tment **** VARIANCE/WAIVER REVIEW **** Waiver#: OSP141085 COSA#: Permit#:OSP141084 PID#: 050-252-19 Legal Description: Rebischke, Lot 50D Engineer: Garness Engineering Group Applicant: Dan Morelli Your request for a waiver of the required 10 feet horizontal separation from the absorption field to the property line has been approved. The approved separation distance is 1.0 foot. Your request for a waiver of the required 100 feet horizontal separation from the absorption field and STEP tank to the private well has been approved. The approved separation distance is 75.0 feet. This waiver approval applies to the proposed septic system only. Any future upgrade to the on- site wastewater disposal system will require all separation distances be met or another approval from this department. ® The affected adjacent property owner(s) have received notice regarding this waiver. ❑ Notarized letter(s) of non -objection have been received from the owner(s) of the affected adjacent property. ❑ Adjacent properties are not affected by this waiver. ............................................................................... Waiver is Granted: X Waiver is not Grantad: Date: S �hv Approved by, / Name of Reviewer ............................................................................. MUNICIPALITY OF ANCHORAGE Community Development Department Phone: 907-343-7904 Development Services Fax: 907- 343-7997 On -Site Water & Wastewater Program Mayor Dan Sullivan On -Site Sewer/Well Permit Application For A Single Family Dwelling Parcel I.D. 050-252-19 Property owner(s) DAN MORELLI Day phone 694-9868 Mailing address 16307 POPPY LANE *EAGLE RIVER, AK 99577 Site address 16307 POPPY LANE *EAGLE RIVER, AK 99577 Legal description (Sub'd, Block & Lot) REBISCHKE; LOT 50D Legal description (Township, Section & Range) Lot Size Sq. Ft. Number of Bedrooms APPLICATION IS FOR: APPLICATION IS AN: (Mali that apply) Initial ❑ Absorption Field ® Upgrade Septic Tank ❑ ❑ Renewal Holding Tank Privy ❑ Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE/ WAIVER REQUEST FOR: TYPE OF DEWELLING: Single Family (SF) (w/wo ADU) Duplex (D) ❑ Multiple Dwellings ❑ (SF and/or D) STEP TANK & DRAINFIELD TO WELL /LOT LINE WAIVER Distance: 75' & 75' / 1' I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal codes. GARNESS ENGINEERING GROUP, Ltd. (Signature of property owner or authorized agent) Permit/RushFees: SG9_W Waiver Fees: 1Ia84'o Date of Payment: U�aa L/ Date of Payment: '41'9;11q Receipt Number: 0-,?'Ll&q G Receipt Number: 0-1-14 41 15 -9 - Permit No. C)SPILI l0 gq Waiver No. 0K)0/LI & g'.5� (Rev. 01/11) GARNESS ENGINEERING GROUP, Ltd --=� CIVIL & ENVIRONMENTAL ENGINEERS April 14, 2014 Municipality of Anchorage Development Service Department On -Site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99507 Advm., J rre-krume.�t r"�revx, Ref: Proposed Initial Septic System for Rebischke Subdivision; Lot 50F To whom it may concern: The existing 3 bedroom house is served by a private well and septic system. We are proposing that a Quanics Aerocell treatment system (CAT II) be installed on this property which includes the installation of a 1500 gallon S.T.E.P. tank and bed type drainfield. Attached are a site plan and a design drawing showing the proposed septic system. One test hole was excavated on the property. The drainfield will be designed around the 30 foot radius of this test hole. Comments regarding the design are summarized as follows: 1. SOILS: See the attached logs which show the soil classifications, groundwater monitoring, and the percolation test results. 2. DRAINFIELD DESIGN: See attached design drawing for drainfield specifications. 3. SURFACE WATERS: There are no surface water concerns. 4. TOPOGRAPHY: As can be seen on the attached site plan, the average topography below the drainfield is relatively flat. In short, there are no slope concerns. 5. LOT LINE WAIVER: Due to site constraints, we are requesting a 1 foot lot line waiver from proposed and reserve drainfields to the north lot line. There are no adjacent septic systems within 10 feet of the proposed drainfields. 6. DRAINFIELDS TO PRIVATE WELL WAIVER: Due to site constraints we are requesting a 75 foot waiver to the proposed septic system which includes the primary drainfield site, the reserved drainfield site and the S.T.E.P. tank. The following are justifications for the waiver; • The well and septic system are on opposite sides of the house. If effluent were to surface, it would be unable to travel back towards the well head. 3701 East Tudor Road, Suite 101 * Anchorage, Alaska 99507-1259 Phone: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.garnessengineering.com Page 2 of 2 • We are only asking for a 25% variance. • Recent water samples results have been pulled and the results will be provided to you when we receive them. • We are proposing to install a 10 gauge tank (rather than standard 12 gauge) which will be less likely to corrode through & leak. • We are installing a CAT II septic system which produces an effluent that is much higher quality than standard septic tank effluent. The system will be under a maintenance contract & inspected several times annually. • The topography of the lot (flat) is laid out in such a way that if the proposed drainfield were to leach out, the effluent would not travel towards the well head. 7. DRAINFIELDS TO CLASS "C" COMMUNITY WELL WAIVER: This waiver is being requested to ADEC. Once the waiver is issued we will provide you with a copy. We are unaware of any adverse impacts this installation would have on adjacent wells or septic systems. If you have any questions, please contact us at 337-6179. Thank you for yourpopistance. , P.E., M.S. 3701 East Tudor Road, Suite 101 * Anchorage, Alaska 99507-1259 Phone: (907) 337-6179 * Fax: (907) 338-3246 * Website: www. garnessengineering.com ' LOT 4; SCHULTZ SID I LOT 3; SCHULTZ SID dt/ I REBISCHKE LANE -------- —- --- �' 1 LOT 50C a << i I PROPOSED 1 UNTIL THAT DAY / AA SEPTIC \OP? > / kOT SOA C I I CHURCH / SYSTEM N \\ \� m / `_/ XILOT 49, SECTION 11. / // T14N, R2W N N 01- g SCALE: ® p " r EXISTING \\ - _ _ II / 1"=100• SEPTIC - fl "-__-IleI SYSTEM / LOT 51, SECTION 11, / it T14N, R2W 1 LOT 50E I I \ —__—__ LLI \ I EXISTING c \ HOUSE / / � PROPOSED WELL � ---1---- POPPY LANE Il 100'WELL RPS ON I I I LOT 53c, LOT 53B. LOT 53A. PppRO%.lOCp9 i I � I I \ / 1 r \ \ MCGANN SID I MCGANN SID MCGANN SID SEPTIC AREA ,.� LOT 52, SECTION 11, T14N, R2W — /1 LOT 53D, LOT 53E, / MCGANN 3/D I MCGANN ^SID / — — — — — — — — — — — — — — — — — — — -L — GARNESS ENGINEERING GROUP Ltd . 9 H CIVIL & ENVIRONMENTAL ENGINEERS 0 3201 E. TUDOR ROAD, SUITE 101ANCHORAGE, AM 99M7 -PHONE (90] 33]41J9•FAX (9Oi 33"246'WESSITE9e 9W�I^9 .. •......... ............... 'REPAIRED FOR: PHONE NUMBER: PAGE NUMBER: �n y - 8SS W DAN MORELLI ( 907) 694-9868 1 OF 4 _7ss s' 2 i .EGAL DESCRIPTION: DRAWN BY: ���T�C` �'. .L> �I �� ♦ REBISCHKE S/D; LOT 50D J.L.M. ��, FQ P r 1' ... .� -YPE OF WORK: DATE: �1, I;i;;S;; SITE PLAN FOR PROPOSED WELL AND SEPTIC SYSTEM 4/18/2014 00 NUMBER OF BEDROOMS: 3 GALLONS PER DAY (GPD): 450 PERCOLATION RATE/S: <1 PROPOSED APPLICATION RATE: -4.0 MINIMUM DRAINFIELD SO.FT.: 113 -THIS IS A CAT II OUANICS SYSTEM MAXIMUM DEPTH: 6 FEET WIDTH: 10 FEET LENGTH: 12 FEET M.O.A. APPROVED SAND FILTER: 2 FEET EFFECTIVE: 0.5 FEET REDUCTION FACTOR: N/A LETTER THAT PERTAINS TO THIS DESIGN. TO OBTAIN A COPY OF THE LETTER CONTACT GEG. BY PROCEEDING FORWARD WITH THIS INSTALLATION, THE ENGINEER, WELL DRILLER, CONTRACTOR AND PROPERTY OWNER AGREE THAT THEY HAVE READ THESE SPECIFICATIONS AND AGREE TO ACCEPT THE TERMS AND NOTE: THE CONTRACTOR SHALL HAVE THE NORTH & WEST LOT LINES, AND ALL WELL RADII FLAGGED BY A REGISTERED LAND SURVEYOR PRIOR TO CONSTRUCTION. PROPOSED 1500 / GALLON STEP TANK---/// (10 GAUGE) , LOT 51, SECTION 11, / TT11144,N, R2W ' 75 F 1 p' WELL RADIUS — — — } — — LOT 50C, REBISCHKE S/D �PCe SHED WILL NEED TO BE RELOCATED IF RESERVE SITE IS EVER INSTALLED RESERVE DRAINFIELD ` PROPOSED CAT If AEROCELL UNIT -PROPOSED RAINFIELD � A E T F -- ro �O ` 00� 0 X THJ1 M =0 � LOCATION OF UNDOCUMENTED SEPTIC SYSTEM TO BE ABANDONDED o ` PER UPC. � EXISTING 3 BEDROOM HOUSE LOT 50D POPPY LANE GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS 3M1 E IUWR RON). 9111E 101 MICNMKfE. M 9950) r PHONE (907)W3 179 - FIX (90))338—]216 11EH91E: mr.9 99� ��9.can PREPARED FOR: PHONE NUMBER: PAGE NUMBER: DAN MORELLI 1 694-9868 1 2 OF 4 LEGAL DESCRIPTION: REBISCHKE S/D; LOT 50D TYPE OF WORK: PROPOSED SEPTIC DESIGN UPGRADE =XISTING WELL FORI POSSIBLE TRIPLEX LOT 508, REBISCHKE S/0 `'- LOT 50E . .. ......... Y . G ness, A. '' CE ,79,53 J.L.M. 4 sgzm .mM 82=qs s g m z a r m .L ti A m I� 3r � 6Qu � �1 OAO Z�ZNWW ow JNA SIO WAA O OC �m'I JZC Z n 0 mcNz r Z r ommo Om (A mp o�9s C 1 Z ZmN�19 00 CZN ago Am p i' my (n C ' N iv.�9 i mvp m !N O m D S Ln C of Q Ki DP r pZmm I-' Amz Z ou m I Z D mpm 3im ?�O (jr :E rn m0 A I R.2 =2-0 o �r N ccn�cc Lo Z 1N X ouVI 0 ' O�ZEm m c<) o m A z m o mW w O Enox c m 0 m eee rn -� r m �n ou afD =Z I O0 M (N Z OZA >0 <N OZ DO v0A 20 AOC m0 m O i,, fmz 0*1m mfZ'1 D = Z m O Z C ;U , - A O - Zp(�� m �7 C O O y "\ Tl 0 m f Z m -I i\+mo X N A mt m p mom \, T r 0 O o m �� OZ - _0A a D C �\� j a m (n om C DC v N W m Z ^ c� m u ,I n _ 0N= m00 co)m vXcn mW K< a a o o_ N Z r l Z `L mC) m O r r� \0n (n m N -ZI A o n m n O O D >K Nim 0 A A z D o �mm m m ozo _ r < m M CA m Z z Cr m Ozr D r ) ca r —m z3 D.. u 11 m I o * CA C > .p m T7 O C Z 0 I O Z o0060000�� #" m o P� �F �gS�00 p *: DATE: DRAWN BY: ii. ...... .... . ............ ..... REVISED 5/6/2014 J.L.M. PROJECT DESCRIPTION: ,,.,,,, f ,,;„,:,,, e. A. Orness: . . . . ................. REBISCHKE S/D; LOT SOD °' '` �' � � � GARhESS ENGINEERING GROUP Ltd Op CE- 53 4 0 TYPE OF WORK: a DESIGN OF QUANICS AEROCELL SYSTEM °" "'°" CONSULTANTS&GENERAL CONTRACTORS ,.uncnx ter. an' E N 0.b➢. S 101. AVWOp/f.E N 99b1 -I ' (901) S-51N/Wt (90n ]Y .T110 . 9E1m1E: ywrv.9em•ayln..Aq•mm 44 -7�'O ��•'' f�<`O PREPARED FOR: PHONE NUMBER: PAGE:�4ea pro fesslo�oo DAN MORELLI 907-694-9868 3 OF 4 ���O000la 0 f 0 m O - m m m LI Alo I x I A= O p � L7 O I U.. oD m':' ' n I A I O;L 0 O Z Z O O : I 0 -CI T I Gz) N M ..: m m z > LO -m -o0 m (f) z C O rOr O ^ m. ti m �O➢ Z m TI m O C1 ➢ .Zl n A y ti Z Z7 co 0 OO _D\�OZJ z o yNON�� m zrJZA o n D D O 0 < m 0 *Z m r'Tw�\_ 0 m G7 O � � 2 oz mo 0 \ ,wrrRAM Z V) mN�ry m x 0 - II�Tj(II �mzm N ZmT.2�0 WmD ,po N ci TI m g o>zif A ` -I TI O Z 5 X yomin m Dn➢-Oi= D Z m �'p C CJ N f— ? C z ooAoS C O! VI m - 0 �l O my�Nz S m � � O M -o f- Cmm�m Z o w m m m 2 zx �m r T Vmi mS0 r Z -` m -1 DAmz Rzt m O M D O 0 Z m (/) n n m� ➢ z oEq m ➢ Ago A O mo z OmZ v cote rn SAS m m pmZ m z r00 ZC I mzA N m A I z 2 = A v I O Z pyO m oz,0 omw ON -0m I O o I C AOX0 OmZU I roo vz*0 mz=P r Z op6�Do4� 4 H�oo�� DATE: DRAWN BY: {`.: ... .... ..... it 4/ 18/2014 J.L.M. LEGAL DESCRIPTION: REBISCHKE SUBDIVISION; LOT 50D frey Grness:' TYPE OF WORK: GARNESS ENGINEERING GROUP, Ltd CE -1795,r3 0 OQ CE 795 DESIGN OF PROPOSED DRAINFIELD coNsuLrANTsaoeNERALcoNTFacroRs� 0 sere, .,7 jj�(�� cm0 �m� c rvow xao suit im. irrcwwcC uc vwo� wuxe Um m/rnx: (wr) ve vw xmsne ....w^ .o.� PREPARED FOR: PHONE NUMBER: a'�rofessia�0\ DAN MORELLI 907-694-98968 PA4 OF 4 4��40����00 DATE READING CLOCK NET TIME WATER LEVEL NET DROP _ooboo � 3/27/14 DRY d F.. QF... CgS�O DRY 4/4/14 GARNESS ENGINEERING GROUP, Ltd. 9-H v�d� 9 H PBSORO�OP / l CONSULTANTS & GENERAL CONTRACTORS d - - '. R 3701 E. TUDOR ROAD. SUITE ........ ...... ........... 101 • ANCHORAGE. AK. 99507 • PHONE: (97)337-6179 • MK: (907)336-346 • WEBSITE: gar v n9inmrirg.c°m SOIL LOG - PERCOLATION TEST „•,0 LEGAL DESCRIPTION: REBISCHKE; LOT 50D.J ff G ness: PERFORMED FOR: DAN MORELLI DATE: 3/27/14 f. 1�� DEPTH4Po'P•o (feet) P essio�°oma ORGANICS TEST HOLE # 1 ��40000�� - '••' SOIL CLASSIFICATIONS 2 • :.•:. ORG 3 so • .::�.•� : GP ML as GM CL -••• GC OL Do° o o SW MH 5 :..:..•H •':'::••: •H • •• 0-00- SP CH a Sm OH 6 �•; Sc SEE ATTACHED SITE PLAN 7 '�•' `: "o's ••. DEPTH TO DATE GROUNDWATER 8— GP TO SP 9 • ••. ' •• • i SCALE: 10—�•''to s o. t" = 100' ••• ••. TIME (MINUTES) READING (INCHES) 12 •' '••: ``�:..::••: POO 13 ..:'=.::. 14 5 B.O.H. 15 16 17 18 PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) 19 TEST RUN BETWEEN 5 FT. AND 6 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: El YES ® NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: JODY MAUS COMMENTS: PERCOLATION RESULTS ARE WITHIN 1/16TH OF AN INCH PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PE FORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: )7 / DATE READING CLOCK NET TIME WATER LEVEL NET DROP DRY 3/27/14 DRY 3/28/14 DRY 4/4/14 E PSM\Nv-�E1 DATE READING CLOCK NET TIME WATER LEVEL NET DROP EO 0 gE Ove' E PSM\Nv-�E1 Pc, PBSORO�OP / l OSA 3�29�2 ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT BETWEEN MUNICIPALITY OF ANCHORAGE AND QeAo M w c ( i,' THIS MAINTENANCE AND REPAIR AGREEMENT made and entered into as of this 3 Day of /ytt� �J _ of 20+, by and between iznn M OK C herein the "OWNER," and the Municipality of Anchorage, herein the "MUNICIPALITY." In consideration of the mutual covenants contained herein, the parties to this Maintenance and Repair Agreement 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 located at (legal description). �-ebi �hl�e L Sot'J 2. Definitions. Alteration. Any change to the design or function of an AW WTS that includes the installation or removal of any parts, components or pieces not included in the original construction permit and design. Certificate of On -Site Systems Approval (COSA). 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 Anchorage Municipal Code (hereinafter, "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. Damage. Any man-made or natural change in a system that would inhibit the system from performing as designed. 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 which would allow the AWWTS to continue to perform as designed. Permit. An On -Site Wastewater Disposal Permit as required by AMC 15.65 to construct and operate an AWWTS. 3. Term. The term of this Maintenance and Repair Agreement shall begin on the date of approval by the Municipality to operate the installed system or issuance of a COSA, and shall continue while the AWWTS is in use or is operational or until the property is sold or title is transferred by the owner and a new COSA is issued to the new owner or transferee of the property. 4. Alterations. Installation and Removal of Additional Equipment. Prior to performing any alterations to an AWWTS, the owner agrees to obtain an On-site Wastewater Disposal Permit from the Municipality in accordance with AMC 15.65. 5. Maintenance and Repairs. A. Throughout the term of this Maintenance and Repair Agreement, the Owner shall maintain their AWWTS in a satisfactory condition capable of producing treated septic effluent in accordance with the equipment's approval for operation in the Municipality. The owner shall enter into a service agreement with an AWWTS service and maintenance provider approved by the municipality and the manufacturer of the AWWTS for the entire term of the AWWTS. In addition, it shall be the responsibility of the Owner during the term of this Maintenance and Repair Agreement, and any 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. B. Owner agrees to comply with all applicable ordinance, laws, regulations, rules and orders for the AWWTS. C. Upon request by the Municipality, the owner agrees to provide the Municipality a written schedule of routine maintenance and repairs which have been performed on the system. When a record of maintenance is documented and maintained by the system vendor, the owner agrees to allow the Municipality access to this information. D. Owner acknowledges that the fine for failing to maintain and repair an AWWTS may be assessed in accordance with AMC 14.60 for improper discharge. E. Owner agrees that only maintenance and repair personnel approved by the Municipality will inspect and make any necessary maintenance, repairs or permitted alterations to the system. F. Owner agrees to grant the Municipality reasonable access to test and inspect the AWWTS upon 24 hours written notice. G. Owner agrees that any sale or transfer of title of the property will not occur without a new Certificate of On -Site Systems Approval. H. Owner agrees that the A W WTS installation and maintenance requirements as provided by the AWWTS vendor/installer and approved by the Municipality are the governing guidelines for the construction, maintenance and repair of the Owner's AW WTS. 6. Nonwaiver. The failure of either party at any time to enforce a provision of this Maintenance and Repair Agreement shall in no way constitute a waiver of the provisions, nor in any way affect the validity of the Maintenance and Repair Agreement or any part hereof, or the right of such parry thereafter to enforce each and every provision hereof. 7. Amendment. A. This Maintenance and Repair Agreement shall only be amended, modified or changed by a writing, executed by authorized representatives of the parties, with the same formality that this Maintenance and Repair Agreement was executed with, and such writing shall be attached to this Maintenance and Repair Agreement as an amendment. B. For the purposes of any amendment modification or change to the terms and conditions of this agreement, the only authorized representatives of the parties are: a. Owner: �Gr,✓! / i o f e i b. Municipality: Director, Community Development or designated authority C. Any attempt to amend, modify, or change this contract by either an unauthorized representative or unauthorized means shall be void. 8. Jurisdiction: Choice of Law. Any civil action arising from this Maintenance and Repair Agreement shall be brought in the Superior Court for the Third Judicial District of the State of Alaska at Anchorage. The laws of the State of Alaska shall govern the rights and obligations of the parties under this Maintenance and Repair Agreement. 9. Severabilitv. Any provisions of this Maintenance and Repair Agreement decreed invalid by a court of competent jurisdiction shall not invalidate the remaining provisions of the Maintenance and Repair Agreement. OWNER: signature) Date: r a G print name) STATE OF ALASKA ) ) ss. THIRD JUDICIAL DISTRICT ) The foregoing instrument was acknowledged before me this 13 day of A&&, -j\.7 20_1q, by tQH M, 11 ' NOTARY KBEIC FOR ALASKA My Commission expires:- ( -4- MUNICIPALITY: LIN Date: name) Title: THE STATE Department of Environmental Conservation Division of Water ALASKA Wastewater Discharge Authorization Program 555 Cordova Street Anchorage, Alaska 99501 GO4tiRVOR SFri\ PARNHLL Main: (907)269-7519 fax: (907)269-3487 Jeffrey Gayness, P.E. Garness Engineering Group 3701 E. Tudor Road, Suite 101 Anchorage, Alaska 99507 April 30, 2014 Re: Eagle River — Rebischke Subdivision, Lot 50B - Class "C" Well Separation Distance Waiver Application from 150 Feet to 120 Feet from the Source Well to the Soil Absorption System - ADEC Plan Tracking Number 10833 Dear Mr. Gamess, On April 21, 2014 the Department received an engineering plan submittal requesting a waiver of the separation distance to the existing Class "C" Source Well on Lot 50B to the planned new advanced wastewater treatment system (Cat II, Aerocell Unit) and proposed drainfield for an existing 3 -bedroom house on Lot 50D of Rebischke Subdivision. Based upon the Engineer's recommendation and the submitted information, a waiver for this application has been determined to be protective of public health. Please note that the waiver is conditional and should the wastewater treatment system or any part of this system is found to be failing or determined as endangering public health, the waiver is rescinded and corrective engineering action will be required. This approval does not imply the granting of additional authorizations nor obligate any state federal or local regulatory body to grant required authorizations. Any person who disagrees with this decision may request an adjudicatory hearing in accordance with 18 AAC 15.195-18 AAC 15.340 or an informal review by the Division Director in accordance with 18 AAC 15.185. Informal review requests must be delivered to the Division Director, 555 Cordova Street, Anchorage, Alaska 99501, within 15 days of receiving the decision. Guidance information on the informal review process may be found at http://www.dee.state.ak.us/commish/ReviewGuidance.htm: Adjudicatory hearings requests must be delivered to the Commissioner of the Department of Environmental Conservation, 410 Willoughby Avenue, Suite 303, P.O. Box 111800, Juneau, Alaska 99801, within 30 days of the decision. If a hearing is not requested within 30 days, the right to appeal is waived. Thank you for your cooperation. If you have any questions please do not hesitate to contact me at 269-7519. Respectfully, William R. Rieth, P.E. Environmental Engineer P �I►ULLIVAN WATER WELLS Drilling • Piling • Pumps P.O. Box 670269 Chugiak, AK 99567 P: (907) 688-2759 F: (907) 688-2259 Detailed Well Report Daniel Morelli 16307 Poppy Lane Eagle River, AK 99577 April 22, 2014 Sullivan Water Wells put a camera down the well and it appeared that there were no perforations and the bottom of the casing was at 52'. Thank you, Bill Sullivan Municipality of Anchorage Community Development Department On -Site Water & Wastewater Program 4700 Elmore St. P.O. Box 196650 Anchorage, AK 99507-6650 www.muni.org/onsite (907) 343-7904 Pump Installation Log Well Drilling Permit Number: SW Parcel Identification Number: Legal Description Rebischke Lot 50 Pump Installation Date: 4-22-14 Pump Intake Depth Below Top of Well Casing: 50 Pump manufacturer's Name: Goulds Pump Model: 7GSOSR Pump Size: 1/2 Pitless Adapter Burial Depth: 9 Pitless Adapter Installer: Unknown Disinfected Upon Completion? ® yes ❑ no Method of Disinfection: Chlorine 50 PPM Comments: Date of Issue Pump Installers Name: Chad Cross -Sullivan Water Wells Property Owner Name & Address Daniel Morelli 16307 Poppy Lane Eagle River, AK 99577 feet hp feet Attention: The pump installer shall provide a pump installation log to the DSD within 30 days of pump installation. Well Disinfected Upon Completion? SGS SGS Ref.# Client Name Project Name/# Client Sample lD Matrix Sample Remarks: 1141385001 Garness Engineering Group, Ltd Rebishke Lot 50D Rebishke Lot 50D Drinking Water Printed Date/Time Collected Date/Time Received Date/Time Technical Director 04/18/2014 12:06 04/14/2014 16:40 04/15/2014 10:11 Stephen C. Ede Allowable Prep Analysis Parameter Results LOQ Units Method Container ID Limits Date Date Init Metals by ICP/MS Arsenic ND - 5.00 ug/L EP200.8 C (<10) 04/17/14 04/17/14 ACF Waters Department Total Nitrate/Nitrite-N 1.96 0.100 mg/L SM21 4500NO3-F B (<10) 04/16/14 CDE Microbiology Laboratory E. Coli Negative 1 100mL SM21 9223B A 04/15/14 MEV Total Coliform Negative 1 100mL SM21 92238 A 04/15/14 MEV