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HomeMy WebLinkAboutRABBIT CREEK VIEW & HEIGHTS BLK 1H LT 27ARabbit Creek ViewHeights Block 1 H Lot 27A #020-551-06 MUNICIPALITY OF ANCHORAGE , On-SitoVVater&VVostewmtorPrognam � POBox 188e5O 47DOElmore Road �All/ Anchorage, Alaska 995 9-6050 Phone Fax (907)343-7997 On-Site Wastewater Disposal System Permit ----Permit Number: -' 194Effective Date �-------------'----�--�---------��----------- Work Type: SepticTank Upgrade Expiration Date Tax Code Number: 02055106000 Site Legal Address: RABBIT CREEK VIEW & HEIGHTS BLK 1 H LT 27A G:3340 Site Mailing Address: 7817 MARINO DR, Anchorage Owner: R]CHAROSONPAUL KRESS Design Engineer: Pannone This permit iafor the construction of: 1771 Disposal Field Z Septic Tank Holding Tank El Privy 6/30/2020 O/3U/2O21 Lot Size in Sq Ft: 22044 Total Bedrooms: 3 ^ 1771 Private Well Water Storage All construction shall beinaccordance 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 (i8AAC72)and Drinking Water Regulations (18AAC8U) 3. The wastewater code requires inspections during the installation. The engineer shall notify the Development t Services Department per AMC 15.G5.Provide notification bycalling (SO7)343-78O4/24/' 4. From October 15toApril 15, asubsurface soil absorption system under construction during freezing weather shall baeither: a. Opened and Closed onthe same day, or b. Covered, sealed, and heated to prevent freezing Received Bk Issued By: Date: Data: MUNICIPALITY OF ANCHORAGE Community Development Department Phone: 907-343-7904 Development Services Division Fax: 907-343-7997 On -Site Water & Wastewater Program ON-SITE SEWERIWELL PERMIT APPLICATION Parcel I.D. 020-551-06 Property owner(s) Richardson Paul Kress Revocable Living Trust Day phone Mailing address 246 Walker Ave Ashland, OR 97520 Site address 7817 Marino Drive Legal description (Sub'd., Block & Lot) Rabbit Creek View & Heights B1 H L27A Legal description (Township, Range & Section) Lot Size 22,044 Sq. Ft. Number of Bedrooms 3 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field ❑ Initial ❑ Single Family (SF) 0 Septic Tank 0 Upgrade EXI Holding Tank ❑ Renewal D(w/wo ADU) uplex (D) ❑ ❑ 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. I. (Signature of property owner or authorized agent) Permit/Rush Fees: - 4�. q5 Date of Payment: 6 Jt ?0,2 b Receipt Number: 01351/6 Permit No. Permit App_:-:• ,—.,:c Waiver Fees: Date of Payment: Receipt Number: Waiver No. Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP201194, Deb Wockenfuss, 06/30/20 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP201194, Deb Wockenfuss, 06/30/20 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP201194, Deb Wockenfuss, 06/30/20 MUNICIPALITY OF ANCHORAGE \ OF HEALTH & ENVIRONMENTAL PROTECTION DEPARTMENT ENVIRONMENTAL ENGINEERING DIVISION  825 L Street- Anchorage, Alaska 99501 Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT NAME C' AL ~/g yJ ¥~,.) (~ ?_..~ L~ .-_.~ ?. $,- .. 27')3 ~ UPGRADE MAILING ADDRESS LEGAL DESCRIPTION LEGATION NO. OF BEDROOMS ~ ~- Well ~ Absorption area Dwelling ~p~s~P ff~RMI-F NO. DI STANCE TO: ~- ~ O0 j.~t [~ , ~ Material . No. of compartments ~ Z Manufacturer ~ ~<'e. ~ ~ - Inside length Width Liquid depth Liq. capacity in gallons Well Dwelling PERMIT N~. ~ ~ DISTANCE TO: ~- ,~ '~ ~ ~ ~ Manufacturer.~ Material ~ Liquid¢~capacitv in gallons ~ Well Foundation~o¢E~ Nearest lot lin~l PERMIT NO. ~ ~ -- Total lenqth of lines ~i4~- Distance between lines ~ ~ of lines Len9th of each line ~ ~ ~ Top of tile to finish grade Material beneath tile Total effective ~bsorpt~on area ---~ ..... L¢~ Width Depth PERMIT NO, ~ ~ Type of crib 'Cflb~ian~ Crib depth Total effective absorption area Bu~Fn~uadation Nearest lot line ~ DISTANCE TO: Well -~__ k l ~- ' ~ PERMI~ NO. Class Dept~ Driller Distance ~ Building foundation Sewer line Septic tank ~ DISTANCE TO: ~, ~'~" OTHER PIPE MATERIALS SOIL TEST RATING INSTALLER REMARKS ~APPRO~D D~TE LE'GAL 72-013 (Rev. 3/78) C, ON I AC, I:::'HONI~:: It~'ll It...J~ Ih,,.ll :]1:: C2- Z F: ....1 -~ IL_ % "'Y '"'~'" C]~ F' G:b ~'"~ C]: II-~ IE3~ IF~'. ¢'.::~u lED lEE: DEF:'ARTMt~NT OF HIEAL,TH ~ND ENVIROIqlqI~NT~L F'F(OTIECTION 825 L STF~'.EET, Al ICHOI'~A(uE~ AK 9950 1 CD [~,41 ........ ~Ei; ][: 'T lEE :ES IE:: IL~gl ~i F~ IF:" EE IR It','~ Z "IF ~- LEGAL DtESCFI]iF:': I...OT S t ZIE: !:]UBD]iV]iS]:ON~ RABBI]' [',REIEK F.IEIC~HTS L.OT: 27 ~:~EL, I .[ ON: i TOWNSH I F:': :L :Llxl RAI',IGE: :.'.;14 ?.'2'. 'i 5 '} (S6!, F='T, (DR ACRES ) :[ L.UL, I ..... :1. I c:eP'LJ, fy 'Lhat: :t.., t am Familiar' wi'Lb 'Lhe Pequ:i. Pemen'Ls fLqP c]n.-..sitca sewer's and wells as s(~t For'tl-i by the Mun:i.c:ipal:['Ly oF Anchcmage (MO&) and the State oF Alaska. 2. ]: will insT..a].l the system in ac:cor'clanc:e wit. h a:[]. HE)A cc)des and r'egulat, iol~s, al-id :i.n (:::C)ml:~].iance with t. he~ cles:i, gl'l (::P iter' ia c)f this pePsi, it. 3., Z w:i. 1]. adheP(;? t.c) all IdOA and St. at.e oF Alaska Pequ:LPements F(:)P 'Lhe s~:;vE back dis~t, al](::6~s Fr, om any 6)x:i. sting well, wastewat, er' clisPc~sal sys~;t, em cH" l::H..d]].:i.c IF:' A I_IFT' c ......... . .... c~rAI ].[)hl IS INST'AI_L.ED I1',1 AN AREA COVEI:~E:.D BY MOA BLJII..D'[I',I[:) CC]DIES, THEN (t) AN I=.L.E.L, IRtCAL F'IEF~MI"f' AND II',ISF'ECT]:CIN I%1,:~1 BE OBTA:[NED; (2) AS.....BU]:L.TS WILl_ NO]' BE Al F I~OVED W]:'T'HOUT AN I::[..E:.CII~iCAL. ]:IqSF'IEC]"IOIq RI=FOI~], AND (3) THtE ELECTF~ICAL. WORK MUS"t' BIE DONE BY A LICEIqSED I=LI=LII.,.I. CiAII,~ ....... ~' x S I GNIED ~' ~' ................ .......... ............................................ ......... ....... AF'PL..ICANT: CAI..,.V I N WIERRIi!: ISSUED BY ~ ' -~-" DA]"E ' ' / $OIt. S LOG MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 L. Street, Anchorage, Alaska 99501 264-4720 SOILS LOG - PERCOLATION TEST PEFlCO LATION TEST PERFORMED FOR:_ LEGAL DESCRIPTION: 1 2 3 4 5 6 7 8 9 10 12 DATE PERFORMED:._~,~ SLOPE SITE PLAk ; ' WAS GROUND WATER ; ENCOUNTERED? : ,?' : >' :" DEPTH? ~ : ¢':~, ' .... / Gross Net Depth Io Net PERFORMED BY: 12-008 (6/79) ALASKA ENVIRONMENTAl. CONTROL SER\ :iS, iNC. 1200 West 33rd Avenue Suite ANCHOI~A¢~ ALASKA 99503 MUNICIPALITY OF ANCI~t~ DEPt. OF HEALTH & ENVtEO~4MEN~AL PRO~ ECTION AUG ~ S t984 RECEIVED O 0,'0% IIUII UIIIIIL III/RL bUllllfiUL UILI3 , IIIb. ~n~inf:~rlnq G ~nutronm(mlo( ~lu,Ji~,s SPECIFICATIONS FOR CURTAIN DRAIN & SF.I~.'~AGE BED - I:U%BBiT CJ~]EK HEIGH'PS SUBD ]:VIS:ION TJDT 1.0 1.1 THE DRAWINGS, SHFA~I~S 1 2~RU 4, SHALL BE A PART OF THIS SPECIFICATION. 1.2 ALL MA'Z'BR:[JLI-~ At~D WORSHIP SFL~LL MEET REQUI~%S OF ANCHORAGE DEPARtLMENT OE HFALTH AND ENVIRONMENTAL PR(YPECTION PERMIT. 1.3 ALL EXCAVATIONS AND DEPT~ ARE ADVISORY AND ARE I~O BE VERFIED IN THE FIELD BY ~E ODN'IRACTOR. ].. 4 IT IS TI-[E ~PONSIBIL]:TY OF THE ONNFR TO OBTA/N AI,L NECESSARY PERMITS OR FJ~TS. 2.0 CURTAIN DRAIN 2.1 THE PIPE FOR THE CURTAIN DRAIN SHALL BE RIGID PVC PERFORATED PIPE AS~M D 3350 LO6K2B OR A~M D 2729. 2.2 'ilqE ROCK FILL SlLKIJ5 BE 1/2" - 3 1/2" SCREF/qED ~AVEL. 2.3 THE ~GINE]D~ING FABRIC S~\LL BE q~fPAR, MIRAFI OR FIBERT[~X. 2.4 'IILE SLOPE OF T[{E DRAIN S~%¥,[, [<K}T BE I,~S ~%IAN 0~ 45 FT/100 FT. 2.5 THE CURTAIN DRAIN SHALL N(I£ BE PLACFJD CLOSER THAN 20 TO ANY SOIL ABSORPq~ION SYSTSM. 3.0 SE~iPAGE BED 3.1 TIffE GRAVE7~ FOR THE BFZ) SHAI'.JL BE SIZED BE'IWEEN 0.5 2.5 ~ AND FRF~i FRQM SILT OR SAND. 3.2 ~{E ECTIOM OF THE EKCAVAT:[ON SHALL BE PAKiD WITH 'I~CE BACJ<HOE BLADE ~ 1NSURE rip,AT ~-{E B(Ii'I~(IZ HAS KOT B[ZN COMPACTED DURING EXC~VATIONo '~UE BOTPCAM tFZ~VATION SHALL NOT VARY MORE ~%IAN PLUS OR MINUS 2"· 3. :% THE DISTRIBL~PION PIPE S[~]iL BE 4 INCH RIGID PVC OR PO:LYE~_h~YLhlNE. THE PIP}~ SHALL BE LAi[D ]'3EVEL. 3.4 AN OBS~VATION PIPE S~ALL BE PLACED AS SH(~4N IN 9~lE DRAWI..~S. IT SHAtJ, BE RIGIJ) PVC, AS~iM 3033 OR 3034. ~i%IE SEOTION SH(~'~ WII~ HOLES MAY BE EITHER DRILL'I~) 0·5" [©LFS @ 6 INCH C]~INTF~S ON OPPOSITE SIDES OF PIPE OR A REGUI.~AR SECTION OF REGULAR PKR.FORATED DIS'IRIBUTION PIPE MAY BE ~ED TO THE SOLlqD SE(;TION WII~ A NO IfgB COUPLING OR SOLVENT JOINT. A RUBBER RAIN- CAP (JLMCAP OR P]QUAL) SHALL BE PLACF3) ON 'I~[E 'lOP THE PIPE. 3.5 THE GRAVEl_. SHALL BE COVf. RED WI%~H A LAYER OF UNTREAT~) BUILDING PAPFf( OR A NONWOVflN FABRIC SUCH 1%~ MI[U~AR FIBR~P~ 200 GRADE~, OR POLY-FILTER X OR 3 · 6 IF INSULATION IS REQg:~) THE INSULATION SHALL BE DOW EXTRUDED BLUE STYROFOAM k3OAPd) OR R_RCO GPD01,T3AM F34BANKM~qT ]:NSULATION BOARD OF !~{E THICJfNFSS SHOWN ON THE DRAWINGS. 3. '7 THE 'fOP OF THE BED SHOULD BE i?IANTED WITH A WHITE CLOVER AND R~D F~BC(~ HIX, OR BL[~ iRASS. MUNICIPAL.ITY OF ANctiO?~G[! DEP1. OF HEAL'fH & ~biVIP. ONMENTAL F, RoT£CI'ION ALASKP C UIRO IEBTAL COhlROL ? 'JUICES, IIBC. Cnq,neerm9 $ ~nuironme.tal $1udies SPDCIFIC3tTIONS FOR CU]{TAIN DRAIN - RABBIT CREEK HEIGHTS SUBDIVISION 27 1.0 GENEIUti, i .1 Tf~~9 DRAWINGS, S~ 'Ki~,TS 1%~U 4, S~ BE A P~T OF THIS SP~IFI~TI~. 1.2 A[JL MA'~I~ A~ ~NSHIP S~LL ~ ~E R~]UIRF~i~ OF ~O~GE D~T OF ~TH ~ 1.3 AIL E%~TIONS ~ Dt'~HS ~E ~VISORY ~ A~ ~ BE 1.4 IT IS ~ ~NSIBILI~IY OF ~ ~ ~ OBTA~ ALL N~S~Y P~I'i~ OR 2.0 2.1 2.2 2.3 2.4 CURTAIN DRAIN %lie PIPE FOR rl~ CURTAIN DRAIN SHAIJJ BE RIGID PVC PER~ORATED PIPE ASRM D 3350 IZ)6K2B OR AS'iI4 D 2729. 1%iE ROCK FILL SHAIJJ BE 1/2" - 3 1/2" SCREENED GRAVIV~?~. THE ~NGIN~ERING FABRIC SHALL BE TYPAR, MIRAFI OR FIBER'I~EX. TFIE SLOPE OF THE DRAIN SIDILL NOT BE I,F.qs ~{A.N 0.45 F£/1.00 %l{E CURTAI[~ DRAIN SHALl, NCfP BE PLACED CLOSER THAN 20 %1) ANY SOIL A/iSORPTION SYST'L~4. 3.0 SEEPAGE BE1) 3.1 ~I%IE GRLRVEL FOR %lie BEI) SHALL BE SIZED BETWEEN 0.5 2.5 INCH AND I.~REE FROM SILT OR SAND. 3.2 THE BOqYIC~ OF THE EXCAVATION SH3ILL BE RAKED WI[PH THE BACKHOE BLA]DE [113 INSU~IE 'I~{AT %~{E~ B(YI%"C~ HAS NOT C(IqPACTED DURING EXCAVATION. THE B(Ii'I~IM ELECTION NOT VARY MORE THAN PL~3S OR MINUS 2". 3.3 T~IE DISTRIBUTION PIPE SHKLL BE 4 INCH RIGID PVC OR POLYE-~i%IYLSlqE. THE PIPES SHALL BE LAID LEI/El,. 3.4 AN OBSF~RVATION PIPE SHALL BE PLACFD AS SHOWN IN DRAWINGS. IT SHALL BE RIGID PVC, ASCIM 3033 OR 3034. THE S~L~I'ION SHOWN WI%~ HOLES MAY BE EI~f%K~R DRILLI']O 0.5" E[OL~; @ 6 INCH C~%KPP]RS ON OPPOSITE SIDES OF THE~ PIPE OR A REGU£~tR SFf~PION OF Rt~GU~R P]iR~ORA~[~D DISTRIBUTION ]PIPE MAY BE CLAMPED TO %91E SOLID SE~.~TION WITH A NO HUB COUPLING OR SOLVenT JOINT. A RUBBER RAVIN- CAP (JIMCAP OR EQJAL) SHALL BE PI~tC~iD ON 1%IE TOP %liE PIPE. 3.5 TSiE GRAVEL SHALL BE COVER~ F/) WIi~ A LAYER OF BUILDING PAPEII OR A NON~OVII~ }fABRIC SUCH AS MI[~%FAR FI]BRETEX~ 200 G~RADE, OR POLY-FILTEI{ X OR E1QUAL. 3.6 IF INSULATION IS REQUIRED THE INSULATION S]~%LL BE DOW EXTRUDED ]BLUE S1-YROI, OAM BOARD OR ARCO G~OFOAM t~BANIQVf~WT INSULATION BOARD OF THE~ T~IiCKNESS SHOWN 3.7 THE RY)P OF 'KIE BED SHOULD BE PLANTED WITH A WHITE CLOVER AND RED F~SCI3E MIX, OR BLUF~R;~$S. 1200 U]cs~ 33rd Aocnu¢ .%.,1~ [~ · Ancho~]qc Alosk'o 99503 ,~[907) 561-50z10 1200 West 33rd Ave, Suite B ANCHORAGE, ALASK/~ 99503 Phone 276-1361 SHEET NO I C AL C ULATEDBY ,i/~~2 CHECKED BY SCALE --. -- or_ DATE L o"t 2_6' 1200 West 33rd Ave, Suite B ANCHORAGE, ALASKA 99503 Phone 276-136! SHEET CALCULATED BY CHECKED BY SCALE___ OF DATE DATE /Z. 3,2 ./,fz / CONTROL SERVI"-'~;, INC. 1200 West 33rd Aver,~, Suite B ANCHORAGE, ALASKA 99503 Phone 276-136! AL/a,~I~A ErYvII~UBliVII:Pt I AL OONTROL SERVIr %, INO. 200 West 33rd Aven.~ Suite ANCHORAGE, ALASKA 99503 Phone 276-~361 SCALE >:tX.-- '\ SURVEYOR'S CERTIFICATE I hereby certify that tile following described property has been surveyed by myself, or under my supervision, and the corners shown on this drawing are existing as of the date of Survey. . LEGEND · SURVEYOW8 I hereby certify that the followlno described property has been surveyed by myself, or under my ~;uporvlsion, and the corrlers shown on this drawing are existing as of the date of Survey. 7~7 , ¥