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HomeMy WebLinkAboutCHICKABIRD ESTATES LT 2Onsite File ESTATES Lot 2 iffTl Asa Formerly Sun Valley North Tract 62 MUNICIPALITY OF ANCHORAGE On -Site Water $ Wastewater Program PO Box 196650 4700 Elmore Road Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997 http://www.muni.org/onsite On -Site Water & Wastewater System Permit Permit Number: OSP251262 Work Type: WellSeptic Initial Tax Code Number: 05066211000 Site Legal Address: CHICKABIRD ESTATES LT 2 G:0758 Site Mailing Address: Owner: APPLEGATE ELYSE GINGER COOLEY Design Engineer: GARNESS ENGINEERING GROUP LTD This permit is for the construction of: Effective Date: Expiration Date: Lot Size in Sq Ft: Total Bedrooms: ��Zlenr t. Departill ant 8/26/2025 8/26/2026 63814 Q Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy 2 Private Well ❑ Water Storage All construction shall 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 shall notify the Development Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall be either: a. Opened and Closed on the same day, or b. Covered, sealed, and heated to prevent freezing Received By: "f ° Date: Issued By: ) Date: al ON -SITE SEPTIC/WELL PERMIT APPLICATION Parcel I.D. 050-662-11 Property owner(s) BENJAMIN AND ELYSE APPLEGATE Day phone 907-830-2063 LBO—) Mailing address 9245 BIORKA CIRCLE, EAGLE RIVER, AK Site address NHN HILAND ROAD, EAGLE RIVER, AK Legal description CHICKABIRD ESTATES; LOT 2 Number of Bedrooms 4 Engineering Firm GARNESS ENGINEERING GROUP, LTD. Building Permit Number Not Applicable R APPLICATION IS FOR: APPLICATION IS AN: (—N all that apply) Absorption Field Rr Initial Septic Tank Pq Upgrade M Holding Tank ❑ Renewal D Privy ❑ Well THIS APPLICATION INCLUDES A WAIVER REQUEST FOR: Permit/.Rush Fees: - �§ M Waiver Fees: Date of Payment: 712-kAf Date of Payment: Permit No. OT 2 S12- (2, 2- Waiver No. Distance: C)4 _711jr/2j- Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP251262, Curtis Townsend, 08/26/25 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP251262, Curtis Townsend, 08/26/25 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP251262, Curtis Townsend, 08/26/25 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP251262, Curtis Townsend, 08/26/25 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP251262, Curtis Townsend, 08/26/25 GARNESS ENGINEERING GROUP, Ltd ENGINEERING SALES CONSULTING 3701 E. TUDOR ROAD, SUITE 101 'ANCHORAGF- ALASKA - PRONE (907)337-6179-WEMITE:www.gameueng0eeang.com ISOIL LOG - PERCOLATION TES LEGAL DESCRIPTION: SUN VALLEY NORTH; TRACT G-2 PERFORMED FOR: BEN AND ELYSE APPLEGATE DATE: 9/8/2023 DEPTH (fool) TEST HOLE #1 2- 3- 4- 5- 6- 7- 8- 9—i 10 11 1 SOIL CLASSIFICATIONS GW ORG GP ML GM G CNNII OL N!/1CL SWflllll111MH SP CH SM OH sc 12 - B. 0 13 — 14 — 15 — 16 — 17 — 18 --1 SM W/ ML TO GM W/ ML W/ COBBLES & BOULDERS DEPTH TO GROUNDWATER DATE DRY 9/812023 DRY 9/1212023 DRY 9/15/2023 DRY 1002023 SITE DATE READING NET TIME WATER LEVEL READING (INCHES) NET DROP (INCHES) 911212023 6- 1 2 —5 0 - 0/16' 6 - 0/16" 3 6- 4 6 0 - 0/16" 6 - 0116" 5 6- 6 6:10 0-0/16" 6 - 0116' 7 6" 8 6:20 0 - 0/16" 6 - 0/16' 9 6- 10 6:20 0 - 0/16" 6 - 0116" 11 6- 12 6:20 0-0116" 6 - 0116' 19 PERCOLATION RATE 1.06 (MIN./INCH) PERC. HOLE DIA, 6 (INCHES) TEST RUN BETWEEN 4.0 FT. AND 5.0 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: E-1 YES 10 NO SOILS LOGGED BY: JODYMAUS PERCOLATION TEST PERFORMED BY. JODY MAUS COMMENTS: PERFORMED BY GEG, Ltd, 1, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE I / WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE- fl I II,, '11sr-9 "qt3j2'j- .v 141a, A$ _vA==am41 GARNESS ENGINEERING GROUP9 Ltd ENGINEERING SALES CONSULTING 3701 E. TUDOR ROAD, SUITE 101 'ANCHOMGE, ALASKA -PHONE (907) ISOIL L55 - PERCOLATION TEST LEGAL DESCRIPTION: SUN VALLEY NORTH: TRACT G-2 PERFORMED FOR: BEN AND ELYSE APPLEGATE DATE: 9/8/2023 DEPTH (feet) ITEST HOLE #2j PEAT SOIL CLASSIFICATIONS GW O. GP ML imilwl GM CL G C OL sw MH sp CH sm OH SC 7— GM W/ CLAY AND/OR SILT LENSES 9— .10- 12 — 13 — B.O.H. 14 — 15- 16 — 17- 18 —4 DEPTH TO GROUNDWATER DATE WET @ 11' 91812023 7' 9/12(2023 1 9.7' 9115/'2023 1 1 7.5' 10/212023 1 0 cj DATE READING NET TIME WATER LEVEL NET DROP READING (INCHES) (INCHES) 9112/2023, 9/15/2023, & 101212023 - BENCH EXCAVATED TO 3.5-4.0 FEET DEEP. WATER " 0 17N BENCH LIKELY DUE TO RAINFALL UNABLE TO PERFORM PERCOLATION TEST. 19 PERCOLATION RATE (MIN./INCH) PERC. HOLE DIA. TEST RUN BETWEEN FT. AND FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: F-1 YES IN NO SOILS LOGGED BY. JODYMAUS PERCOLATION TEST PERFORMED BY: N/A COMMENTS: PERFORMED BY GEG, Ltd. 1, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS P�RFOtRMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: it I'Li 12..3 6 (INCHES) 0 1I VANC;°1,411 N4 ASTI"W 1 l NJ IN"! FAANC V,, AND Itl.l"AM AC�ltl lt. tl`° `l THIS' AlN Il NAN('1'; AND RUPAlR At llt(`l';Nll: N'l, herein the eaat a.e<1 iaato :as rat`thi. .2.0 f)aat' cal` t ��"....1.Iry'� lacaa"ei►a tire ­t)WM,R,}" and the Moniclip, A.aclacacaa ca heaeiaa tlae'` IL' Il"""[1'f i.i,l.�.,wj i s accorclKaaac,e cvrth A[r `,l gar. g'. � i tr�� .ilraal t r {1:; a A MC 1 `.tt^a, t 1, li7 consideration C3t11?t1 t? th( 111tlturii i ()vEn ints contxtln d b{,rein. Ag cement ;agree as follows: i. .advanced NVasteivater Treatment Svstems. The Municipality grants pernaa;.s-vm to thfc. ��r' C:)rr>aaer tee utilize and operate an Advanced Wastewater Treatment System f A �' _[ S ): described as 5 :c or_ �._ Ckv �(uC .!1 ..Sty v 12« located at (legal description) st,jt , L4 �t� Zo1,vl-�� -pieI iG r; ?. Maintenance, Repairs and Alterations. (Owner is required to read, understand and initial each section) Throughout the terns of this Agreement, the Owner shall enter into a service agreetret-it with an AWWTS service and maintenance provider approved by the Municipality, o,7 th manufacturer's representative. The AWVTS shall be maintained in a satisfactor condition capable of performing as designed and producing treated septic effluen, in, accordance with the equipment's approval for operation in the Municipality, It shall be the responsibility of the Owner during the term of this .rAgreement to px, f r all repair(s), maintenance, adjustment(s), replacement costs, and inspc ctic}aa costs T i.< includes an annual maintenance fee (typically 400 to $600). Owner agrees that only maintenance and repair personnel approved by the -Mamie [N'l t-a.,. or the manufacturer's representative will inspect and make any necessary asiatia tic; aan��> repairs or permitted alterations to the system. Owner acknowledges that regular maintenance of an AWW TS reduces, the f}owntiax failure oft e syst ara, whirl"a could include sewage backup :and costly repairs ot dfui - h ld, replacement, t. f}Ig) l'aa1. ot`3 f?s�tt.r acknowl ,&-)rs tllal this iftitiit°ip�lhty rn.ry t.i.cln�" t Ir�t�okk cal iri,titlt ti,zr.. „''In rcp,urs from the; Ina i i u tactI11, `S repteselitati� c oiinaitafcnalnt•e lire. z td i O\4nl'I i okilowledoes that flit` lim, tOr lalhtlt; Io nmint,tln id rcp m an >?,WW I �+ rwi i,, assessed na .accordalnc e tt ith 1l\rit . 1460,0 30 ' ONviler a ices to 4 rant 111 ` \11t(rtcillalltr rt;asotlable acccs,' To lest "Irld oiv'p„ r„ the 11 VNVTS. The NIunic.ipality will �ivc ;11 least _'. t_hoUr notic j ? Ownetagrees that anv sale or transtcr of title o tlic property will 1101 ` CCU A"Ir3tow rg Cellificate of oll-Site. Systems Approval, { :)ewer agrees that the AWVVTS installation and maintenance rccfuirer-ric is ""IS pro ldcd by the AyyWTS vendor installer and approved by the MUrliCipality are The go e mI guidelines for the construction, maintenance and repair of the Owner's AWVYT , Owner agrees to maintain remote nlcmitoring of the AWW I'S as required by the. A'ttv'WTS approval, 3. Term. The term of this Agreement shall begin on the date of approval by the Municipality to operate the installed system, or upon transfer of' title, and shall, cotamue while the AWWTS is operational or until title is transferred. 4. Nonwaiver. The failure of the N4unicipality at any time to enforce a provision of this Agreement shall in no way constitute a waiver of the provisions. nor in anL :va% rlf-ect the validity of the Agreement or any part hereof, or the right of the Municipality thereafter to enforce every provision hereof. 5, Amendment. This Agreement shall only be amended by authorized representative-, O.t the Owner and Municipality. Any attempt to amend this agreement by either an unauthorized representative or unauthorized means shall be void. h, Jurisdiction: Choice of Law. Any civil action arising from this Agreement shad, bc: brought: in the Superior Court for the Third Judicial District of the State of Alaska at Anchorage. The laws ofthe State of Alaska shall govern the riohts and obligations of t,:t. parties tinder this Agreement, 7. Severabilitv.:}any, provisions of this Agreement decreed invalid by a court ell• conlpt"w jurisdiction shall not invalidate the remaining provisions of"the =1 rec rxrertt, OWNER: By:tsignature) Late: f' ` {fsrI name} STATE OF ALASKA ss. THIRD JUDICIAL DISTRICT ) The foregoing instrument was aeknowledaed before me tltisc ( clay of yk _. NOTARY IOR AI AS%A _ CINDY L. GILL Notary Public My Co i ion expires: state of Alaska My Commission Expires Jul 25, 2027 MUNICIPALITY: '; — ___(signaturei)at Z CO (print name) Title.: C 1 vt L- re p. /1 ° 1) Pa(,, 15$o DESIGN CRITERIA: DRAINFIELD DESIGN: '2 it it a NUMBER OF BEDROOMS: 4 (MAXIMUM) MAXIMUM DEPTH: 6-FEET �o s GALLONS PER DAY (GPD): 600 WIDTH:. 5-FEET PERCOLATION RATES: 1.06 LENGTH: 30-FEET rn PROPOSED APP. RATE: °4.0 GPDISQ.FT. M.O.A. APPROVED SAND FILTER: 2-FEET MINIMUM DRAINFIELD SO.FT.: 150 EFFECTIVE: 0.50 `UTILIZING A CAT II AWWTS ACTUAL SQ.FT.: 150 SEE CROSS - SECTIONAL DRAWING, SEE PAGE 4OF4 GEG TH1i1 co (2023) .-1610 RESERVE - —PROPOSED LD DRAINFIELD, DRAINFIE SITE SEE DESIGN CRITERIA AND PAGE 4 OF 4 C© PROPOSED AtMNTS �hN� SYSTEM, SEE PAGE 3 , y ,- 13-, —GEG TH-92 OF 4 FOR DETAILS. 2023 ( ) .� IN �hti SCALE: PROPOSED POSSIBLE —� LOT 2 4 EDROOM ®.o 1 = 40' `, `. (SEE NOTE) HOUSE oG LOCATION J /o OSSll9( FQ �LOTLOINED h - 1 � L IVA —POSSIBLE PROPOSED AREA FOR 0 "SOT L HOUSE WELL RADIUS g LOCATION '100' SEPTIC & BUILDING PROPOSED PLATTED SETBACK 50-FEET (SEE NOTE) AVVINTS WELL - RADIUS i nT WASTEWATER r 7HE AD` SST Elm 'ra R TREATMENT TMENT SYSTEM (,,AWWT ) TO BE PERMITTED AND INSTALLED. r HE 100-FOOT PLATTED SEPTIC & BUILIDNG `• SETBACK IS REQUIRED TO BE REMOVED FROM PLAT OR REDUCED TO 50-FEET J� "THROUGH THE SUBDIVISION PROCESS. Tt'i ' ) MAXIMUM NUMBER OF BEDROOMS FOR Tr E J --,- - •- ) PROPERTIES IN THE NEW SUBDIVISION. LIMITED TO d-BEDROOMS. J , PROPOSED .. �''`PROPOSED LOT LINE J LOT I Aw td T'F S •.......... v ... I ClFi " G SALES NG PREPARED FOR PHONE NUMBER PAGE NUMBER: 0 `Jaffrey A. Garness r �tl EGE-79 3 Z Al PROJECT/LEGAL DESCRIPTION _ DRAWN BY: TYPE OF WORK w DATE: ESS� g. LICENSE ���ikak #AECC884