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HomeMy WebLinkAboutGATEWAY TO THE PARK BLK 1 LT 15Gateway to The Pa k Block I Lot 15 #067-601-07  Municipality of Anchorage Development Services Department ,~:~:-~ ::~::~ Building Safety Division On-Site Water & Wastewater Program, 4700 Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci,anchorage.ak.us (907) 343-7904 Page 1 of On-Site Wastewater Disposal System and/or Well Inspection Report Permit Number: SW080100 PID Number: 067--601--07 Nome: ANDY VACENDAK Wastewater System: · New [] Upgrade Address: NHN MT KILIAK CIRCLE * EAGLE RIVER, AK ABSORPTION FIELD Phone: No. of Bedrooms: (512)-402-6229 6 · Deep Trench [] Shallow Trench E]Bed E]Mound DOther LEGAL DESCRIPTION sol, Rating: *`3.0 GPD/Sq. Ft. Total Depth f .....**8--1gin°il 0grade: Ft. Block: Lot: Subdivision: Depth to pipe bottom from original grade: Gravel depth beneath pipe: 1 15 GATEWAY TO THE PARK 1.91-.3.91 rt. 6.09 Ft. Township: Range: Section: Fill added above original grade: Grovel length: SEE DWG. Ft. 25 Ft. Grovel width: Number of lines: Distance between lines: WELL:· New [] Upgrade 2.5+ Ft. 1 -- Ft. Closslflcotlon (Private, A,B,C): Total Depth: Cased To: Total absorption oreo: Pipe moterioh PRIVATE 124 Ft. 122 Ft. `305 SQ. FtD 5054/ F-810/SCH 40 Driller:. Dote Drilled: Static Water Level:Installer: Dote installed: SULLIVAN WATER WELLS 7/2/2008 60 Ft. WHITHERS CONSTRUCTION 7/18-22/08 Yield: Pump Set At~ Casing Height Above Ground: 10 GPM 4 Ft. 2+ Pt. TANK SEPARATION DISTANCES [] Septic [] Holding · S.T.E.P. [] Other* T~.~-'~-.......~To Septic Absorption Lift Holding Public/Private Manufacturer: Capacity in gallons: Tank Field Station Tank Sewer Lines GREER 2000 Well 100'+ 100'+ 100'+ -- 25'+ STEEL 2 Surface Water 100'+ 100'+ 100'+ -- - LIFT STATION Lot Line 5'+ 10'-~- 10'--{- -- Size in gallons: Manufacturer: - 2000 GREER/QUANICS 'Pump on" level at: "Pump off" level at: High water alarm at: Foundation 5'+ 10'+ 10'+ - -- TIMER TIMER 46" Curtain Drain ' NONEi KNOWNi . PUmpp_TE_30_PLusMOke & Model: Etectrlcol Inspections performedM.O.A.bY: Remarks: *THIS IS A OUANICS AEROCELL SYSTEM. BENCH MARK Location and Description: · *SOILS WERE CONSISTENT THROUGHOUT TRENCH. GARAGE SLAB CONFIRMATION TEST HOLE PERFORMED (SEE ATTACHED)° ¢A~e ~, ~,o~ ~ 'z$ ~ ,~¢. L~s~ ~ ,,, .... d ~,evot~o,: 106.51 rt. ENGINEER'S SEAL Inspections performed by: GE(:;, Ltd. Dates: 1st 7/18/08 2ndard 77/22/08 / 21 / 08 ~.~.. ....... Development Services Department Approval Conditional approval: Dote: Reviewed and approved by: ~'~ .~'~~/¢~.,~.. ~ ~ Dote: oo AS- BUILT DRAWING ~ND _DRAINFI___ELD _DETAIL / .-"/ I / / / / / /- RECIRCULATING LINE / / / / / EAGLE RIVER ENGINEERING TH RESERVE NEW DRAINFI SCALE: 1"= 40' / C03 / / / / EAGLE RIVER .,-' / TH#1 ~..~ ~' '~ WELL MODEL I AEROCELL UNIT ,, ',~: / / ~.C'".'.::}'. ,;:"' :':".:~i.. ::'.::':: .':".. · ";\'" "-'.';' '.' "~ "..'; :-' ":".' :~; ~'/ -N > ooo GALLON S.T.E,~P. TANK CONFIRMATION TESTHOLE ",,,/ FCO GARAGE GARNESS ENGINEER. lNG GROUP, Ltd. CONSULTANTS & GENEFLAL CONTRACTORS 5701 E~ TUDOR ROAD, SUITE 101 * ANCHORAGE, AK 99507 * PHONE (907)337-6179 * FAX (907)558-3246 * WEBSITE; vr~.gornesseng;neeHng.com PREPARED FOR: ANDY VACENDAK IPHONE NUMBER: (312)-402-6229 LEGAL DESCRIPTION: GATEWAY TO THE PARK S/D; BLOCK 1, LOT 15 PARCEL ID NUMBER: TYPE OF WORK: AS BUILT DRAWING OF NEW SEPTIC SYSTEM PAGE NUMBER: 2 OF5 IDRAWN BY: A.J.G. DATE: 6/16/2010 06760107 1 "=20' \ X \ \ A B FC01 8.99 22.85 FC02 8.85 32.62 C01 38.40 45.50 ST1 41.35 44.92 POD 1 44.04 44.94 POD 2 46.22 44.98 MH 50.62 45.82 dV 55.55 49.94 C02 56.22 55.22 MT1 58.45 56.65 C05 51.74 55.99 C04 65.92 57.02 irness.' \ \ \ PERMIT NUMBER: AS BUILT DRAWING PARCEL ID NUMBER: SW080100 - 06760107 TOP OF MAN '--q JANDY VALVE--,, .............. 99.72 HOLE = 100.5 ~r_r~u~r_u_ INLET = 94.13--~ INVERT OF BUN - INLET = 9,3.68 - '"--TOP OF TANK OUTLET = 94~ 15 2000 GALLON DEEP '~>--- BURIAL S.T,E.P TANK I TESTHOLES : 80.75 (DRY) GARN:ES~NGIN':EERING GROUR :Ltd. /?.~:"': LEGAL DESCRiPTiON: ORAWN BY: \Vo?,,;I'.. PROFILE AS BUILT DRAWING OF NEW SEPTIC SYSTEM 6/16/2010 (Rev. 01/05) GARNESS .ENGIN.EER.ING GROUP, iLtd. CONSULTANTS & GENERAL CONTRACTORS 5701 E. TUDOR ROAD, SUITE 101 * ANCHORAGE, AK. 99507 * PHONE: (907)557-6179 * FAX: (907)5~8-5246 * WEBSITE: garnessengineerlng.com [SOIL LOG - PERCOLATION TEST] LEGAL DESCRIPTION: GATEWAY TO THE PARK; BLOCK 1, LOT 15 PERFORMED FOR: ANDY VACENDAK ORGANICS GM (SOIL CONSISTANT THROUGHOUT) I CONFIRMATION TEST DATE: 7/18/08 HOLE[ SOILS LOGGED BY: COMMENTS: rness: SOIL CLASSIFICATIONS OW GP GC SW SP SM SC ORG ML CL GL MH CH OH DEPTH TO GROUNDWATER DATE DRY 7/18/08 SEE ATTCHED ASBUILT SCALE: I I 1" = 100' DATE READING CLOCK NET TIME WATER LEVEL NET DROP TINE (MINUTES) READING (INCHES) PERCOLATION RATE - MIN./INCH) PERC. HOLE DIA. TEST RUN BETWEEN - FT. AND - FT. A POUR HOUR PRESOAK WAS PERFORMED: r-]YES [~NO JODY MAUS PERCOLATION TEST PERFORMED BY: (iNCHES PERFORMED BY GEG, Ltd, I, JEFFREY AG GARNESS, CERTIFY THAT THIS WAS/PERfORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: ,/~/~//~ /II '"V~, $-wr[ DUKES ELECTRIC Licensed * Bonded * Insured P.O. Box 870106 Office: 373-4955 Fax: 373-5056 Wasilla, AK 99687 ,Jim Dukes Cell: 355-4959 Alaska Business License #306990 Peppers Construction/Scott Peppers 10224 W. Frontage Rd. Eagle River, Alaska Ph. 907)694-9681 Cell: 907)250-8348 Fax: 907)694-9680 RE: Lot 15 Block 1 Gateway to the Park Eagle River, AK To whom it may concern, The electrical installation by Dukes Electric, of the septic lift station has been in accordance with State of Alaska and NEC codes. Owner Dukes Electric ASBUILT HEREBY CERTIFY THAT I .¢ SEWARD & ASSOCIATES LAND SURVEYING 6 9 4- 0 8 2 O HAVE SURVEYED THE FOLLOWING DESCRIBED PROPERTY: AND THAT NO ENCROACHMENTS EXIST EXCEPT AS INDICATED. IT IS THE RESPONSIBILITY OF THE OWNER TO DETERMINE THE EXISTENCE OF ANY EASEMENTS, COVENANTS., OR RE,~;TRICTIONS WHICH DO NOT APPEAR ON THE RECORDED SUBDI- VISION PLAT. UNDER NO CIRCUMSTANCES SHOULD ANY DATA HEREON BE USED FOR CONSTRUCTION OF FENCE LINES, OR FOR ESTABLISHING BOUND- ARY LINES. SCALE: / ~___/~,~ , DATE, GRID: FB: //~- SGS Ref.# 1102846001 Client Name Garness Engineering Group, Ltd Printed Date/Time 06/30/2010 8:23 Project Name/# Gateway to the Park LI5,B1 Collected Date/Time 06/21/2010 10:45 Client Sample ID Gateway to the Park L15,BI Received Date/Time 06/21/2010 15:15 Matrix Drinking Water Technical Director Stephen C. Erie Sample Remarks: 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) 06/22/10 06/28/10 KDC Waters Department Total Nitrate/Nitrite-N 1.76 0.100 mg/L SM20 4500NO3-F B (<10) 06/24/10 AYC Microbiology Laboratory E. Coli Negative 1 100mL SM20 9223B A 06/21/10 DLC Total Coliform Negative 1 100mL SM20 9223B A 06/21/10 DLC erti[iel rii[ing by DOC CO. dba SULLIVAN WATER WELLS P.O. BOX 670272, CHUGIAK, ALASKA 99567 -TELEPHONE 688-2759 ADDRESS: LEGAL DESCRIPTION: ~(-~'7"~_ DATF' ~A / ~ '/ / PERMIT NUMBER: o~tD~ Dateoflssue T~ IDENTIFICATION NUMBER: Is well I~ated at app~v~ pe~it location? ~~ No Method of Drilling: ~a~ ~ cable tool of we,,: / Casing Type ~ ~ Wall ~icknes~ ~ ~ inches Diameter ~ l'l inches, depth /~ ~. feel L~er Type: ~"~ Casing Stickup Above Ground: Static Water Level: ~_~O Recover Rate: ] O gpm Method of Testing: /~ t/~ feet feet Well Intake Opening Type: Q open end Q Screened; start e~rforations Start Grout Type: /~'~ ~"~"~ Depth: from ;J open hole feet Stopped feet feet¢)opped /O,..~ feet Volume feet, to ~ '~ feet Well Disinfected Upon Completion? ~ Q No Method of Disinfection: <~/z, Com merits: BORE HOLE DATA DEPTH ,i Driller'§ Name A'I-I-ENTION: It is the responsibility of the property owner to submit a copy of the well log to the proper authority. Municipality Of Anohorage: Department of Health & Human Services and./or Department of Environmental Conservation. MatSu Department of Environmental Conservation. !,'d 6SZg 999 L06 SlleM JeleM ue^!llnS d§g:g0 0!, 60 ~-" CBilII[T[ WAI(R SYSI[MS ARCTIC PumP & WELL INC. Jim Sulliv~, CPI PO Box 770197 Eagle River, AK 99577 (907) 688-2510 (907) 258-2510 (907) 745-2510 Pump Installation Log Well Drilling Permit Number: SW080100 Parcel Identification Number: 067-601-07 Date of Issue: 6-30-08 Legal Description:Gateway to the Park Lot: 15 Property Owner Name & Address: Scott Peppers 10224 Frontage Rd ~crl~ I~;x~,~r Ak' OQq'7'7 Pump Installation Date: 6/9/2010 Pump Intake Depth Below Top of Well Casing:94 Feet Pump Manufacturer's Name: Pump Model: MBF3-75-S2 Pump Size:3/4 Dempster hp Pitless Adapter Burial Depth: 10 feet Pitless Adapter Manufacturer's Name: Baker Pitless Adapter Installer: U/K Well Disinfected Upon Completion? Yes Method of Disinfection: Chlorine Comments: Pump Installer Name: Arctic Pump & Well, Inc. Arctic Pump & Well, Inc. Page 1 of/ MUNICIPALITY OF ANCHORAGE Development Services Department On-Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM I WATER SUPPLY PERMIT Initial Date Issued: Jun 30. 2008 Expiration Date: Jun 30, 2009 Permit Number: SW080100 Legal Description: GATEWAY TO THE PARK BLOCK 1 LOT 15 Design Engineer: 0855 GARNESS ENGINEERING GROUF Owner Name: SCOTT PEPPERS Owner Address: 10224 FRONTAGE ROAD EAGLE RIVER, AK 99577- Parcel ID: 067-601-07 Site Address: NHN MT. KILIAK CIRCLE Lot Size: 174355 SQ. FT. Total Bedrooms: 6 Permit Bedrooms: 6 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. Ail 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. 5. The following special provisions. CONFIRMATION PERCOLATION TEST TO BE DONE ON UNPERCED STRATUM. Received B~. Date: Municipality of Anchorage Development Services Department Building Safety Division On-Site Water & Wastewater Program 4700 Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.cLanchorage.ak.us (907) 343-7904 ON-SITE SEWER/WELL PERHIT ,APPLICATION FOR ,A SINGLE FAr'lILY DWELLING Parcel I.D. Property owner(s) Mailing address Site address N ~l'N[ J~/~"['. Y~. L'~ ~ Legal description (Sub'd, Block & Lot ) SCOTT PEPPERS 10224 FRONTAGE ROAD · EAGLE R~V[I~, AK Day phone 694-9681 Zip Code GATEWAY TO THE PARK. LOT 15. BLOCK 1 99577 Legal description (Township, Section & Range) Lot Size } '~q, ~5~ Sq. Ft. Number of Bedrooms THIS APPLICATION IS FOR ( [] all that apply): THIS APPLICATION IS AN: Absorption Field [] Initial [] Septic Tank [] Upgrade [] Holding Tank [] Renewal [] Privy [] Private Well [] Water Storage [] I certify that the above information is correct. I further certify that this application is being made for a Single Family Dwelling and is in accordance with applicable Municipal codes. GARNESS ENGINEERING GROUP, Ltd. Permit/Rush Fees'~ (~ Date of Payment: Receipt Number: (Rev. 11105) Waiver Fees: ~ Oale of Payment: Receipt Number: GARNESS ENGINEERING GROUP, iLtd. :: ? ~' ~"' ~* ~ "'::CONSULTANTS&GENERALCONTRACTORS~!'-~,.~',:,~:::--.'.-,~.~ May 6,2008 Municipality of Anchorage Development Service Department On-Site Water & Wastewater Program 4700 Bragaw Street P.O. Box 196650, Anchorage, Ak 99519-6650 (907) 343-7904 Rcf: Proposed Well and Septic System for Gateway To The Park; Lot 15, Block I, To whom it may concern: The proposed 6 bedroom house is to be served by a private well and septic system. We are proposing to install a 2000 gallon S.T.E.P. tank with Quanics controls, a 1050 Aerocell pod, and deep trench type drainfields. Two test holes were excavated on the property by Chris Woood, P.E. The drainfield will be designed around the 30 foot radius of these test holes. Comments regarding the design are summarized as follows: I. SOILS: See the attached logs which shows the soil classifications, and the percolation test results. Ground water monitering was done on 5/2/2008. Test hole #1 and #2 were dry. 2. DRAINFIELD DESIGN: See attached design drawing for drainfield specifications. 3. SURFACE WATERS: There is a creek north of the proposed drainfield that runs northeast to southwest. 4. TOPOGRAPIIY: As can be seen on the attached design drawing the average topography below the drainfield is a 30-35 percent slope running approximately east to west. We are proposing to fill grade to less than a 25 percent slope to a distance 50 feet downhill from the drainfield. We are unaware of any adverse impacts this installation would have on adjacent wells or septic systems· Ifyou have a~estions, please contact us at 337-6179. Thank you for your assistance. · . M.S. . NOTk*.' .4ttached is a site plan drawing, a design dra~ing, one soil log, which are all part of the design package for this septic system. (Contact G.E.G. Ltd. for 7page constrttction speci)~catio, letter.) 3701 E. Tudor Road, Suite 101 * Anchorage, AK 99507-1259 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.gamessengineering.com CATE'WAY TO THE PARK S/D.  , LOT ~,. BLOCK ~ / 1 I ~L~o ~ P~ s/o. / I I LOT ~, e~ ~ / I J ~AY TO ~E P~K S/D, I LOT 16, BL~K 1 ~w,;, 'H, ~ / , / ~ / ..~,~ ~o,: ~,.o,~.u.~,: ~ ~ ,z~.~,:'--' ~ ,. ~ .... I.... ........ .~ SCOTT PEPPERS 694-9681 I 1 OF 4 [[~ D[SCm~ON: ' ' O~WN OATEWAY TO THE PARK. LOT ~S. eLOCK 1 K.O ~[ OF WORK: DATE- GATEWAY TO THE PARK. LOT 15. BLOCK rfPE OF W~K: DESIGN OF SCAT AEROCELL SYSTEM PREP~ FOR: Ip~NE NUMBER: SCOTT PEPPERS 694-9681 mmm Jun 1'7 mmm OB Ol:OOp P. Scott Peppers 90?-694-9680 p.1 [*] PROPOSED CONSTRUCTION - ~ II HEREBY CERTIFY .THAT I HAVE SURVEYED THE FOLLOWING DESCRIBED PROPERTY: AND THAT NO ENCROACHMENTS'EXIST EXCEPT AS INDICATED. IT IS THE RESPONSIBILITY OF THE OWNER TO DETERMINE THE EXISTENCE OF ANY EASEMENTS, COVENANTS, OR RESTRICTIONS WHICH DO NOT APPEAR ON THE RECORDED SUBDI- VISION PLAT. UNDER NO CIRCUMSTANCES SHOULD ANY DATA HEREON BE USED FOR CONSTRUCTION OF FENCE LINES, OR FOR ESTABLISHING EOUND- ARY LINES. S ~"gA~ D & SCALE: DATE~ GRID: F~: DRAWN: .,~..~...r' GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS June24,2008 Municipality of Anchorage Development Services Department Building Safety Division On-Site Water and Wastexvater Program P.O. Box 196650 Anchorage, Alaska 99519 Ref: Gateway to the Park Subdivision, Block 1, Lot 15, Driveway To whom it may concern: The proposed driveway on the subject property, nor the driveway cutbanks will encroach upon the septic system so as to create a slope that is greater than 25% within 50 feet of the downhill side of the septic system. The builder, Pepper's Construction, and the property owner, are aware that no future modifications can be made to the driveway that ~vill cause the slope downhill of the drainfield to exceed 25%, within 50 feet of the drainfleld. If you have an) luestions, please contact me at 337-6179. considerations/ arding this matter. / Property Owner Thank you for your time and 3701 E. Tudor Road, Suite 101 * Anchorage, Alaska 99507-1259 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: gamessengineerlng.com Municipality of Anchorage Development Services Department BuiIding Safety Division On-Site Water and Wastewater Program 4700 South Elmore St. P.O. Box 196650 Anchorage. AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 ON-SITE SEWER/VVELL SUBMITTAL COMMENT SHEET To: GEG Legal description: Gateway to the Park~ B1 L15 []Permit DC.O.S.A. I-]lnspection Report The attached paperwork has been reviewed and is being returned for the following reasons: 1. Label the slope of the driveway. 0v- 2. Slope waiver not required. Fee can be refunded. i)~ 3. The 100' stream setback line is not at 100'1 ~v-4. Must maintain 6' to BOH. 5. The system is in a stratum that has not been perc'd 6. AWWTS maintenance agreement required. Name of reviewer: Deb Date: 519108 Please supply the necessary information and re-submit your request. LEAVE THIS FORM ATTACHED TO THE PAPERWORK MUNICIPALITY OF ANCHORAGE Page 1 of I Sonja Garness From: Sent: To: Subject: Wockenfuss, Deborah M. [WockenfussDM@ci.anchorage.ak.us] Friday, May 09, 2008 11:05 AM Sonja Garness Gateway to the Park, B1 L15.doc Attachments: image002.png; oledata.mso Municipality of Anchorage "~"" ~:"' Development Services Department ~'~'~ Building Safety Division On-Site Water and Wastewater Program 4700 South Elmore St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 ON-SITE SEWER/WELL SUBMITTAL COMMENT SHEET To.' Legal description: _Gat~_.w. ay~o the Par_k,_Bl__L!~ Permit C.O.S.A. Inspection Report The attached paperwork has been reviewed and Is being returned for the following reasons: 1.Label the slope of the driveway..J'<*( ~,J,k,~l~ 2.Slope waiver not required. Fee can be refunded. 3.The 100' stream setback line is not at 100'! s 4.Must maintain 6' to BOH. <:;/,,~.~t. ~ lO' ,.,~u~ 5.The system is in a stratum that has not been perc'd Do c~,.r-~-~,,~t;,~ ~,.o.c ,.~- w'...r · 6.AWWTS maintenance agreement required. Name of reviewer: Deb Date: 5/9~08 5/9/2008 ~ GEG, Ltd, HAS A 7 PAGE SPECiFiCATiON NUMBER OF' BEDROOMS: 6 I.~R ~HAT PERTNNS TO 1HIS DESIGN. NOTE: THE CONTRACTOR SHALL TO o~rNN A COPY OF THE LF'FTER ~AJ. LONS PER 0AY (GPD): 900 CONTACT GEG. I~Y PROCEEDING FORWARD~' HAVE THE 100 CREEK SET BACK PERCOLATION RATE/S: 20 & 22 MIN./INCH W~TH THIS INSTAJ. LATION, THE ENGINEER, AND ALL WELL RADII FLAGGED BY PROPOSED APPLICATION RATE: 2,0 WELL DR[U.[R, CONTRACTOR AND~ A REGISTERED LAND SURVEYOR MINIMUM DRNNFIELD SO.FT.: 450 PROPERTf OWNER A~REE THAT THEY PRIOR TO CONSTRUCTION. HAVE: READ THESE SPECIFICATIONS AND RA/NF' I N' AGREE TO ACCEPT THE TERMS AND CONDIGNS OUTLINED. NULL: IHEh:L ~>HALL ~xlMul.~ OEPTH: 12 FED. ~ / BANKS WITHIN 50 FEET DOWN WIDTH: 2.5 rED'J/ / / HILL OF THE ALTERNATE SITE ENGTH: 58 FED. /~ / M.O.A. APPROVED SAND RLTER: N/A / .EDUC~O. fACTOR: ./A ./ / ~ // i ~'~: ' '::-'.' :: ".:'"~ '-'--------1 · .., .~.. ~ ¥. ~ ,'..'.:....'....'..;'. '.., , - ~.:,::. ':.;: 4 '.~'~. '.. , .'..,,' ~ ' N.TERNATE SITE . ;.". ..,:.:...'... ... · ~...:, .'....:.:.. ~., :,.. ' ";: ;'.'F.:~: ",  E THAN 25 PERCENT ..... ,., CONSULTANTS & GEN£RAL CONTRACTORS -',. , PREPARED FOR: PHONE NUMBER: PAGE NUMBER: / SCOTT PEPPERS I 694-g681 I 2 OF' 4,.,n',,, ..~c_.a~ GATEWAY TO THE PARK, LOT 15, BLOCK 1K.D.M. ' -~--'--'- '"~--- Eo wo..: PROPOSED WELL AND SEPTIC SYSTEM DESIGN / / 3un 21 08 07:48a P. Scott, Peppers 90'7-G94-9S80 p.;~ J~r~.t8. 2008 4:35P',' (;afness Eflsifleeries Grou~, Lie. No.3192 P. 2 ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AG REEMEN~f MF. MORANDUM OF UNDF.~RSTANDING BL:'fWEEN MUNICIPALITY OF ANCHORAGE THIS MEMORANDUM OF UND~ANDI~O made ~ eracrcd in',o ts offs hemln the '0~" ~d ~ Mm~ of ~cho~e, h~ ~ ,~AL~." In ~mi~fi~ of ~ m~ ~ve~an~ CO~ed ~i~, ~e ~ ~ d:is Mem~nM~ of UMcrs~dlflg ague ~ fo]lo~: 1. ADVAN~D W~WA~ER ~~ ~MS. M~c~ity g~ ~issl0n t0 ~r to ul~ ~d o~n~ ~ Adv~ced Was{~ter - ~ ~te~t~on. ~y ch~ ~ ~ &sign or ~on ef~ A~ Includes ~e ~latio~ or r~o~l of any pn~, c~ or ~ccc~ not i~l~ ~ ~ ~ ~nst~i~ ~it ~ dcsi~ P~or ~ pcffo~ any g~mtiom ~ an A~T5 ~c o~r m~ ob~ a W~a~r D~sal Sys~ Cons~ucgon Pc~it ~om ~ M~ci~ B. Ce~Ka¢~ of ~-Sltc S~¢cm~ Approval An a~oval by ~e M~cipali~ of~g ~ a~ w~lewat~ d~sl sys~ ~cn at ~ t~c ot~o~ ~c md fl0c ~rer in a~ ~ ~C I ~.65. .lurt 2]. 08 O?:4Sa Po Scott Peppers SO?-G94-SGSD C. Damage. ~y m~-madc ot ~ c~ge ~ · ~ ~t ~uld i~Nt D. ~ten~ce nod Repair. ~ ~utcd ~ ~ nee~d ~la~m~ of e~ing ~, ~m~e~ ~d pieces of~ A~ ~ o~ d~ w~ wo~d all~ ~ A~ w ~n~n~ to ~ffom ~ d~i~ed. E. Pem~ (Co~o) An ~Site W~ewa~r Dis~ ~n P~t ~ ~ by AMC 15.65. F. Pemh (Ope~t~ ~ Advanced W~I~ ~q~mc~s of~e ~he W~ Sy~ C~n Pe~t and ~ ~t ~ovbi~ of AMC 15.65 ~. ~ ~crs~lpny~M~n~c¥~i~ualfc~of ~r~. ~e a~ fee is d~e on or bef~ ~ ~ve~ d~e of~e appr~al b~ AWWTS. .~un 2! 08 07;4ga P. Sco~. Peppe,s 90'7-694-9;;80 p.4 The term beans on tb.= d.~c of approvn! by ~e M~m~cip~ty oft~e i~l)cd so]d et ~Oc is ~fc~ by o~r ~d a ncw c~fi~lg ef On-Si~ n~mv~ ~ ~o~r ~c~ offS. 5. ~te~l~ns. Insta~a~o and Removal of Add~t;onal Kqp~p~t, not to m~e ~y ~fio~, ~o~1 of~ ~ a~fio~ to ~ A~ w~ 6. ~lntenane a d R A. ~ 1he ~tm of~is M~ot~d~ cf UndergO;hZ, ~ ~ s~ll main~n AW~ ~ g~ ~r. In ~difio~ it ~11 ~ ~e ~s~i]ixy of ~er d~ng ~e te~ oftMs Memo~ndum'of Und~ng, and ~y ~l~ t~r~f, at ~c o~'~ sole ~, ~ ~ f~ mY ~ al1: (1) ~s~ (2) m~mce, ~) n~u~e~(s), (4) tcp]a~ c~, ~d (5) ~fion Fu~her, ~r ag~ ~ comply ~1 nil ~i~Me o~in~e, laws, ~ ~d o~ for ~ A~S. B. ~r a~ ~ p~ide ~ ~unlci~ n ~l~n schedule of~i~ m~nz~a~e ~ gpai~ ~ch ~ve bccn ~o~ed on ~e ~ ~t to ~t. 'l~c sched~e of main~ancc n~d f~ir eo~ta~ ~ ~c ~cr'~ AW WTS C. ~ ~wlc~gcs ~t ~ fmc ~c for ~g ~ m~n ~ tc~ir an AWW~ ~ codified ~n AIvlC 3un 2! 08 07=49a P. Sco~,t Peppers Jun.iS. 2008 4:36PIZ Garness E,sineefl~s GrouP, Ltd. Ho.3193 D. Owner a~'eea that only maintenance, repak personnel certified by ~ ~ a~ ~ g~t ~ M~clpali~ r~aaMe acc~s to ~st ~d ~pe~ ~c F. ~cr a~s ~t any ~le or ~ office of~c ~ ~l not ~c~ for A~ is ~ ~oveming ~of~sio~al ~dcl~s for ~c 7. ~9~wa~er. ~e failmc of eith~ ~ at any ~e w ~f~e a ~ovBion offs ~~ or--ag s~l h no w~ ~t~ a n~ h ~y ~ effect ~ ~lldi~ of~c Ym~ of U~ng ~f, or ~ fi~t of~h p~ ~ ~ ~or~e each ~d eve~ A. %1s M~nd~ ofU~c~Mg s~l oMy ~ mc~, mo~fic~ ~ c~gcd by a ~tlng, exe~d ~ au~ofi~ ~p~vc$ of~ ~c~ fo~ali~ of~ M~o~d~ of~ni ~ ex~d ~d ~ch ~ ~ta~ed W ~s Mc~m ofUnde~iog ~ ~ am~cnt. Jun 2! 08 07=49a P. Scott Peppers C. Any a=mp! to amend, modi~, er ¢~,=ng¢ this con,'act by ci~r au ~ r~t~e or ~n~ofi~ mc~ shall ~ v~d. 9. 3a~k{l~: ~gT~ of Law. ~y civil nc~on ~si~ from ~i~ M~o~dum of U~c~g s~tl ~ bm~t ~ ~ S~6~ C~ for ~ ~d J~icial Di~ ofth~ S~ of AIas~ at Ancho~ge. ~c hw5 of~ S~tc of~ka s~H govern ~e ~ts ~ o~g~tions of ~ ~ ~r ~ ~em~ of UnclOg. 10. ~ve~biti~ ~y pwv~io~ of~is Memo~ of Undcm~ing invul~ ~ a c~ ofcom~t~t j~icdon s~l ~t i~i~c ~e re~ng ~sions oft~c Memorandum of Unde~tandlng. 9w zs.- By: 1"~1¢: ~ Date: STATE OF ALASKA ) ) THIRD JUl)lC]AL DISTRICT ) . Thc forc~oing ijlslmm~nt was aclmowlcdl~cd t, cfor~ me th,s,,~/, day of