HomeMy WebLinkAboutPARADISE VALLEY BLK 4 LT 14 MUNICIPALITY OF ANCHORAGE On-Site Water& Wastewater Program Sf; PO Box 196650 4700 Elmore Road f. . Anchorage,Alaska 99519-6650 Phone:(907)343-7904 Fax:(907)343-7997 f�•, http://www.muni.org/onsite )e partInc ttt 4HORPGE On-Site Wastewater Disposal System Permit Permit Number: OSP171241 Effective Date: 9/6/2017 Work Type: Septic Upgrade Expiration Date: 9/6/2018 Tax Code Number: 02041122000 Site Legal Address: PARADISE VALLEY BLK 4 LT 14 G:3538 Site Mailing Address: 18240 NORWAY DR, Anchorage Owner: KEETER MICHAEL W & KELLY J Lot Size in Sq Ft: 18397 Design Engineer: PANNONE ENGINEERING SERVICES Total Bedrooms: 3 This permit is for the construction of: El Disposal Field ❑ Septic Tank ❑ Holding Tank ❑ Privy ❑ 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 Special Provisions: 11. A test hole is to be provided at time of construction to confirm separations to groundwater and impermeable barriers. Locate test hole a minimum of 5 feet away from the bed. Construction may proceed at your own risk before the 7-day water monitoring is complete. If the results require a design change, construction of the system shall stop pending on-site review and approval. Please submit stamped and signed test hole results with the inspection report. +„c sheII-rtot-we♦ d— `1/12 17 CV It Desi elk)? due Iv 771 it C i frto btd -l-0 S - opici 11,1_,4/1 /Received By �,� � �� Date: (://6t J � effifi.VAA Issued By: i Date: 6 O17 MUNICIPALITY OF ANCHORAGE ( Community Development Department vilPh• . - •S Development Services Division ' - : ' 997 On-Site Water& Wastewater Program AUG z i ON-SITE SEWERNVELL PERMIT APPLICATION AP CO Nor Parcel I.D. 020-411-22 a 6 8 G 9 Property owner(s) Michael & Kelly Keeter Day phone Mailing address 18240 Norway Drive, Anchorage AK 99516 Site address 18240 Norway Drive, Anchorage AK 99516 Legal description (Sub'd., Block & Lot) PARADISE VALLEY B4 L14 Legal description (Township, Range & Section) Lot Size 18,397 Sq. Ft. Number of Bedrooms 3 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (®all that apply) Absorption Field ❑X Initial ❑ Single Family (SF) ❑X (w/wo ADU) Septic Tank ❑ Upgrade Duplex (D) ❑ Holding Tank ❑ Renewal ❑ Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE I WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. t41, ink (Signature of property owner or authorized agent) Permit/Rush Fees: 50 Waiver Fees: Date of Payment: S f o-2v0 Date of Payment: Receipt Number: /� nG/�7[oo2,14 Receipt Number: Permit No. 051"/ / L / Waiver No. Permit App_ c Pannone Engineering Services ac Steven R. Pannone, Principal Registered Professional Engineer E-mail: steve@panengak.com August 18, 2017 Subject: PARADISE VALLEY B4 L14 Septic System Permit Request Design Narrative This is a design narrative for a permit to install an upgrade septic system be issued for this property.The proposed system will serve an existing three (3) bedroom house. Currently the lot is developed. The system will utilize an upgrade absorption field removing and replacing the original field. This lot and the surrounding lots are served by private wells. There are no wells or surface water within 100' of the proposed septic system. 1. Soils.One test hole was performed in the vicinity of this system in June 1983, and groundwater was not encountered. Bedrock was not encountered in the test hole.There are established test holes throughout the subdivision that exhibit a similar soil profile and perc rate for those soils. Based on the results of the percolation tests and overall soils appearance; an application rate of 1.2 gallons/day/square was used for a conventional wastewater system in the area of the system. 2. Soil Absorption System Design. a. See Sheet 1 of the design package. 3. Surface Water: There is no surface water within 100 feet of the proposed septic tank and drain field.The proposed drain field upgrade will maintain at least 100 feet from all surface water and drainage ditches. 4. Topography: The existing topography on the lot generally slopes from the northwest to the southeast at 15%- 20%. There are no steep slopes near the proposed absorption field. 5. Drawing Markings: The Drawings are marked "For MoA Review Only". When written notification that the review is complete and that there are no further comments is received from MoA On-Site Department, the note will be removed and "Issued for Construction" drawings will be issued. The proposed installation will not affect the future development of this or the surrounding lots. If you have any questions or concerns, please contact me at 272-8218. Mailing: P.O. Box 100217, Anchorage, AK 99510-0217 Physical: 332 East Manor, Anchorage, AK 99501 Telephone: (907) 272-8218 FAX: (907) 272-8211 Co * 1 1 / / / i REMOVE EXISTING ABSORPTION FIELD & BIOMATTED / / / ..-- -- A MATERIAL IN AREA OF NEW FIELD. _ 01 / \ *1' / f le * % / / INSTALL ABSORPTION FIELD (P) f ***** - / v / (2EA)19LFx5.0'Wx4.0'E.D.,6.5'T.D. - ** 1 7�l - 1.25" PIPE W/ 0.125"o HOLES DRILLED 18'O.C. W/ 2" % '01/, i / / / 41 / R.I., INSTALL MIs IN EACH END. REMOVE ANY i J. / / / BIOMATTED MATERIAL IN OVERLAPPING TRENCH AREAS 4 s. / /` / / w ENSURE 2" R.I. OVER LINE UNDER DRIVEWAY /NOR,N r,+y. 5,9 ALE : ,•yso' l' / / %1 Q S� / �j - �� P / / �/ / / / i \'0 10-1-\/ / lip. %,, IL rr+,e gRpTiC / �/ _ -4 til/ / / 70321 .ro �, / / .Ock7 tI: v / 100.3 �:�� M -� - - ... / / 100.6 1 4 v / ` • 1 -� / s / / / / ‘1,- 1 �4% i 15 / W / / /I,ozel �� / / i ``, ` 1 / �� if / / 1 / / / / / : r' �4! / / / / ozo� / / 102.7 -- %,/ // /� .., / \// / 13 / • / / � � � . . \ / 1 / / 7 / WELL (E)ii, l� / / ,0,61 / 1oa.s� ; 3 g / / '\ i i/ / AA 1 WELL E // / W / / �/ / / / _ ' `1 0--�WELL CO / / / -7. W / on / ..---- i - // 1 // SART1 // /� WELL E / / / / / / // // 1/ ! / r / / \ \ \ 16 I / —/ / / / !1 / / / `/ II �Cy /17 ' "---- / / 1 / I /I 1 W I j DESIGN PARAMETERS �� PRIMARY SEPTIC SYSTEM 1 - — W l� NO. BEDROOM: 3(450 gpd) 18 1 \ / \ j TANK SIZE: 1250g STEP (E) 1 PERC RATE: 1.7 MPI /SOIL RATING: 1.2 GPD/SF \ A____ --- AREA AREA ROD: 375 SF REDUCTION FACTOR: 0.5 — ABBREVIATIONS ADJUSTED AREA REQD: 187,5 f SYS. TYPE: WIDE TRENCH 4.0'ED TH TEST HOLE MIN LENGTH: 38.OLF (P) PROPOSED -(E) EXISTING USE: . CO CLEAN OUT NO. (2EA)19.0LFx5.0'Wx4.0. E.D., 6.5' TD MT MONITOR TUBE NO. TOTAL AREA: 190SF f� TYP TYPICAL s- _ NOTES: PANNONE ENG SVC, LLC D08 18/2017 FOR CONSTRUCTION P.O. BOX 102954 ANCHORAGE, A 99510 p ••' PHONE (907) 272-8218 FAX (907) 272-8211 scale *•'� * 1" = 50' • ,, ,•• y .•l.•• • P.I.D. NO PARADISE VALLEY B4 L14 ' �� c-'` 020-411-22 MICHAEL & KELLY KEETER f �,••�}°yen �••��n�e PERMIT NO. DRAWN JRL 18240 NORWAY DRIVE •'••RFv�be�i1ro1,, OSP171241 SITE PLAN ANCHORAGE, AK 99516 ••••••••• Sheet ti 1 OF 3 C`/,II C` I nn nr-n!I/ll A TI nnI Tr-C`T SLOPE #t BOH DATE PERFORMED: 11SEP17 WAS GROUND WATER ENCOUNTERED. N IF YES, AT WHAT DEPTH? —NA—' DEPTH TO WATER AFTER MONITORING?— DATE: TBD MY 1011-1/1-7 READING DATE TEST HOLE 1 NET TIME WATER LEVEL READING OR TOPSOIL 1 1105 Orange Silty 2 SP SAND 9.65 MIN 11.700" 3 1.66" 3 1126 4 4 1136 10 MIN SM/GM Brown SANDY 5 5 1137 GRAVEL 6 6 1147 7 11.900" 6.0 1.67" 8 9 SM/GM Brown SANDY 10 GRAVEL C`/,II C` I nn nr-n!I/ll A TI nnI Tr-C`T SLOPE #t BOH DATE PERFORMED: 11SEP17 WAS GROUND WATER ENCOUNTERED. N IF YES, AT WHAT DEPTH? —NA—' DEPTH TO WATER AFTER MONITORING?— DATE: TBD MY 1011-1/1-7 READING DATE CTIMEK NET TIME WATER LEVEL READING NET DROP (MPI) 1 11SEP17 1105 5.900" P.I.D. NO 020-411-22 2 1115 9.65 MIN 11.700" 5.8 1.66" 3 1126 5.900" 4 1136 10 MIN 11.900" 6.0 1.67" 5 1137 5.900" 6 1147 10 MIN 11.900" 6.0 1.67" SLOPE TH 1 SOIL TEST RESULTS/ANALYSIS • PERCOLATION RATE 1.7 (minlinch) (Hydrologic Soils Group: HSG A) • PERC HOLE DIAMETER 6" • TEST RUN BETWEEN 4.5 FT AND 5.5 FT. • TEST RUN FOR OVER AN HOUR, LAST THREE READINGS PROVIDED. COMMENTS: Test hole excavated by A+ HOME SERVICES. PERFORMED BY: Joseph Lawendowski. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST. NOTES: PANNONE ENG SVC LLC P.O. BOX 102954 ANCHORAGE, AK 99510�i PHONE (907) 272-8218 FAX (907) 272-8211p'••• •• •••• •• ••• •• }ems^ •�• �d���a CE 8149 '•• Date 09/11/2017 FOR CONSTRUCTION Scale NTS PARADISE VALLEY 134 L14 �- MICHAEL & KELLY KEETER 18240 NORWAY DRIVE ANCHORAGE, AK 99516 P.I.D. NO 020-411-22 DRAWN JRL PERMIT NO. osP171241 SOILS LOGS Sheet 2OF3 SPECIAL PROVISIONS TO SPECIFICATIONS 1. ALL CONSTRUCTION SHALL BE INSTALLED AS SPECIFIED IN THE MOST CURRENT EDITION OF THE MUNICIPALITY OF ANCHORAGE STANDARD SPECIFICATIONS (MASS) FOR COMPONENT PARTS AND MATERIALS USED IN CONSTRUCTION 01 ON—SITE WASTEWATER DISPOSAL SYSTEMS AND AND IN ACCORDANCE WITH AMC 15.65 AND 15.55. 2. SCOPE OF WORK: INSTALL NEW SOIL ABSORPTION SYSTEM, 3. GROUNDWATER WAS NOT ENCOUNTERED TO A DEPTH OF 10 FEET BELOW EXISTING GRADE AS EVIDENCED BY THE SOIL TEST HOLE. IF AN APPARENT WATER TABLE IS OBSERVED IN ANY OF THE EXCAVATIONS LESS THAN 10 FEET BELOW EXISTING GRADE NOTIFY THE ENGINEER IMMEDIATELY. 4. THE CONTRACTOR (BOTH WELL AND SEPTIC SYSTEM CONTRACTORS) SHALL HAVE ANY WELL LOCATION AND SEPTIC LOCATION STAKED AND ANY LOT LINE AND WELL RADIUS SHOWN ON THE PLAN WITHIN 30 FEET OF THE PROPOSED SYSTEM STAKED BY A REGISTERED LAND SURVEYOR BEFORE STARTING THE WORK. 5. THE CONTRACTOR IS RESPONSIBLE FOR ALL R.O.W. AND OTHER REQUIRED PERMITS, OTHER THAN THE ATTACHED. 6. THE CONTRACTOR SHALL CALL FOR LOCATING OF ALL BURIED UTILITIES. 7. THE CONTRACTOR SHALL PROVIDE 24 HOUR NOTICE TO THE ENGINEER PRIOR TO START OF WORK. ALL SURVEYING AND LOCATES SHALL BE IN PLACE PRIOR TO NOTIFYING THE ENGINEER. 8. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCY BETWEEN THE APPROVED DRAWINGS AND SITE CONDITIONS/LIMITATIONS POTENTIALLY CAUSING THE NEED TO MODIFY THE DESIGN. 9. AT THE COMPLETION OF THE WORK, THE CONTRACTOR SHALL SUBMIT RED—LINE AS—BUILT DRAWINGS TO THE ENGINEER. THE RED—LINES SHALL INCLUDE PIPE LENGTHS, ORIGINAL GROUND ELEVATIONS, PIPE ELEVATIONS, AND TANK ELEVATIONS. 10. THE CONTRACTOR SHALL PROVIDE PHOTOGRAPHS OF THE SYSTEM INSTALLATION TO INCLUDE BOTTOM OF EXCAVATION, TOP OF PIPE WITH CLEAN—OUTS AND MONITOR TUBES INSTALLED, INSTALLED TANK AND FINAL GRADING. 11. THE CONTRACTOR PROVIDED DATA (UPON WHICH THIS RECORD DRAWING IS BASED) APPEARS TO REPRESENT THE PROJECT AS CONSTRUCTED. THIS DATA IN CONJUNCTION WITH THE PERIODIC FIELD OBSERVATIONS BY THE ENGINEER (OR HIS DESIGNEE) AS REQUIRED BY AMC 15.65 DOES NOT GUARANTEE THAT THERE ARE NO HIDDEN DEFECTS BY THE CONTRACTOR. 12. THE CONTRACTOR SHALL SIGN THE FOLLOWING: I CERTIFY THAT ALL WORK WAS PERFORMED IN ACCORDANCE WITH THE APPEND PERMIT, AND ANY AND ALL CHANGE ORDERS, AND THAT THE AS—BUILT REDLINES ARE TRUE AND ACCURATE REPRESENTATION OF THE PROJECT AS CONSTRUCTED. CONTRACTOR: BY: . TITLE: DATE: NOTES: PANNONE ENG SVC, LLC ADote OR CONSTRUCTION P.O. BOX 102954 ANCHORAGE, AK 99510 '(F'9 08/18/2017 �' PHONE (907) 272-8218 FAX (907) 272-8211 •.. �1 Scale *I • • I. /" .•* NTS .•• •• P.I.D. NO PARADISE VALLEY B4 L14 c —�+ 020-411-22 MICHAEL & KELLY KEETER rtr�•a1a4G^^°!° PERMIT NO. iRAWN JRL 18240 NORWAY DRIVE 4'•gE �$`�lr OSP171241 ANCHORAGE, AK 99516 '-oi' Sheet DESIGN NOTESz OF 2 ~ ~ MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ~ ENVIRONMENTAL ENGINEERING DIVISION 825 L Street- Anchorage, Alaska 99501 Telephone 264-4720 N-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT NAME PHONE I ~NEW C OE>iN Ki ~ t//- q~.. ~ UPGRADE MAIL~NGADDRESS LEGAL DESCRIPTION ' · ~ NO.S~BED~0OMS LOCATION Well Absorption area Dwelling PERMIT NO. ~ ~ Man ufacture~ ~ ~ ~ Material~r~ ~ No. of Liq. capacity in gallons Inside Jength Width Liquid depth / ~ ~ ~ IF HOMEMADE: ~ ~ DISTANCE TO: Well Dwelling PERMIT NO. O ~ ~ Manufacturer ', Material Liquid capacity in gallons ~ Well Foundat]o~ Nearest lot line PERM~.~ ~ ~ ~ DISTANCE TO: t&~ ~' ~ No. of lines Length of each line Trench ~ between lines Total lenqth of lines Distance ~ ~ Top o~ile to finish grade Material beneath tile Total effec~rption area Length Width Depth PERMIT NO. ~ ~ Type of crib Crib diameter Crib depth Total effective absorption area ~ Well Building foundation Nearest lot line ~ DISTANCE TO: ~ Class ~S Depth ~ Dril~¢______ ~ Distance~to ,l°t line PERM~. ~ DISTANCE TO: Building foundation~o Sewer line~ Septic tank/¢~ Absorptlo~ OTHER PIPE MATERIALS SOIL TEST RATING INSTALLER REMARKS " ~ - J APPROVED DATE LEGAL :DEF:'ARTMENT OF FIE]ALTH AND ENVIRONMIENTAL. F?ROTECTION 825 L STREET~ ANCHORAGE. AK 9950 26 ,q. '"" 4 '720 05/3'~ ,c · CHRIS KOS]:NSK I 6236 E 12TH ¢I:A-P SUBD ]: V ! S ] ON :', F'ARAD I SE VALL, EY SEC]"ION: !:L TOWNSHIF': :LiN :!.8900 (SQ,,I:::'T,, OR ACRES) NOR. NAY ):}RIVE 3 ::, L :.~ .. h {e 'I ('; N al" E-} ', !"~ ;''~ ';i,p ,.1_'. ii. CiI"i ~il ~avai ii ]. aii:] ] TM {' "~ } OLi J. 1] iilJ(:,:~!il ii. g! !"i ]. f'H::! VOMP '!~i{{{~i::) {' ii. C: 4 ,, () 2 ,, () 2 5 64 ,, () 14..- 9 1,000,,() e.~. DEiii:::'TH "I"Ci !:::' ]: F'E B{XNI"TCIP! (F:'T.) GRAVI!i:].... )::)liil]:::'TH (F:"T',, TOTAL DEF'TH (I:::T. GRAViEL. WIDTH (FI",, GRAVEl.. L. ENGTH (F"T' GI::i'.AVEI.. VOI....UMIE (CU 'I"ANI< S!ZiE (GAI....S) SO I L RAT t I'.IG ].' ,;::: e i" '.',.'.. :i. {' y t h a t: :!.,, 1[ am f'aifi:i.].:i.a!" wi'Lb the ?equi~-s:~mer'rl:...ss..: fop cm~......~ei:i.t.c;.~ s(;-:.:we?~;~; and (.,~et].s as set fcn"Lh by 'l'..l]e Hun:i.c:i.j]a] :J. ty of Ai"ic:hc)i"a(~:le iMOA) a~.f]ct 'Lhe St.a'Le of AZl. as!<a, 2. 1[ ?,i:i. ]. ] :i.l"l~mLa] ]. the s'/sdl.,:~.)m :i.n ac:,::::oi-dar!ce ~,~i'Lh ali. 1i. MOA a!ld :i.n c:(:;)~l!i;:l] ;i.&nc:e w~.th tl"t~?) cles;L~N~ (:;:P ].'Ls'.!,l~ :i.a of tl"i~.s t ~.....,~,... ' "' ........ 4 ]1 un~el"s'Land 'L ~a'L 'Lh:~.s pe~-m:i.t :~.s wY:ti, id {oi" s ma::<imLiiYi ot' 3 !::n:-H:li"{:x:mis end any E.}I']].ail"q(.i:.}i¥i(,~}i']'iL ~i. ]. ]. I"E.H;.iLI:i. i'~{~}} ali'] ?:~t{::ld :~.'L !i.(::i!"N~s]. i:]~X~I'~Yi :i,t ,, I F A .... I I:::'"F STAml" I ON I S ]: I\IS]"~.k..L.E)2~ ]1N AN AREiA iiiXi]VEFi:IED BY. MOA BU 1i1 !....D I NG CO!)i{H!i, THiEN ¢ '.I.') AN ,r:it. ECTF;'. ]: CAI.... Pliii]::IN .'I: ]" AND I I',tSI::'ECT ]: ON MUST BE OB'T'A :!: NED !~ (2) . AS-BU .'I: !..TS N :i: L.I,.., gO]" BE AI:::'F:'ROVE)::) N I TI'"IOUT AN IEL.ECTFi'. I CAL I I'.ISF:'!ECT :I: OH i":;~EI:::'ORT ~l AN:I:) (3) THE E L.E,% T R I CAi ....v,ti..."d'., h'iU~::~ I ~ DONJi~ ~:., ~' i,..~ ~.....,, d::.~x~::~::~.. I:::,.,i.L. !!"..~. ,~.~ .[ Ar,!. c:) J. L,'Ilx!t.:.L, ' ' ' ~../.','1 I I:::, ,i AF'PI.... I {:]AI',I]" :: CHR 1i1S K0S I 1',1.~31< ]1 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 g Street, Anchorage, Alaska 99501 264-4720 SOILS LOG - PERCOLATION TEST //~ SOILS LOG [] PERCOLATION TEST PERFORMED FOR: LEGAL DESCRIPTION: 'p~r-cx.~,,'.~.~ '~/¢~t1~ 2 3 4 5 6 7 8 9 10 11 12 13 14 15- 16 17 18 19 20 Lot 1 SLOPE DATE PERFORMED: 6- ,~-"~ - 8.'~ WAS GROUND WATER S ENCOUNTERED? ~"~0 (~ P E SITE PLAN r.sI I IF YES, AT WHAT COMMENTS · Ir,~_ Gross Net Depth to Net ~'l~ading Date Time Time Water Drop PERCOLATION RATE (minutes/inch) TEST RUN BETWEEN . FT AND FT PERFORMED CERTIFIED BY: DATE: ! L .. tIP, g~, ' /$ ~=~, 7~,~ 1'7 6-11-~5 Static Water Level Dr~ Do~n 10 feet feet Material Drilled~ 0 feet to to 50 %!~t 'y~v cl~v Lot 14 Blk. 4 Psrsdise Valley Gallons Per Minute Total Feet of~asir~ 60 50 feet to 60 Or~¥e~/~,~ter to , to to Hefty Drilling 8.R.A. Box 1553 H A nchorage,Alash~ 115"' Lo4' iq, i51~. !--t, N DT~'~ I. L]&r.,.. H/E¢...cu'¢_-/ FLu~,,T ; ...5 O0 The SurvivorsT" 300E: duplex automatic operation. Should any switch fail, the pump will not be damaged and can be temporarily operated manually. A full selection of compatible accessories for indoor and outdoor service is also available including alarms, check valve; basins and covers. THE SURVIVORS. Designed tO insure a lifetime of rugged service. A vortex impeller fOr v, rtually Clog-free pumping of fibrous materials & solids. ~~, ; APPLICATIONS Effluent and small waste removal, : dewatering; sump draining, liquid transfer; flood control, circulation for: · Homes ~ :Fa[ms · Apartment Buildings · Mobile Home Courts · Hotels/Motels i · Hospitals The Survivors 300E submersible · Package Lift Stations pumps are ruggedly built to handle · Commercial/Industrial effluent, drainage, seepage waters Installations and other fluids where ,c, log-free ~ _~ wear Ejector vanes provide seal solids handling up to 3,~ in diameter uiJ . ~. protection. ®General Electr c is required. ('(" ' ~L SOLI ,D, S HANDLING--Handles u,p Easy to service and totally field '~ ~ to 3/4 spherical solids with a 11~ repairable The design permits easy - · · · ' .......... ' replacement of all Inalvlaual components without special tools ..... ' i/~., , , -H coz[om sucuon, ueslgnea for ~:~e~encPt~i~vPo~aUoS~,P~nS~ n..reoau~din- ~~~ maximul~ vortex pumping efficiency u , ~ ~ ~1-=--1~ ~H - and easy motor housing/impeller continuity tests priortoleaving : i ~l~=~-~l J~l~ I~ assembly removal factory. I~-I I ~ J~] SHAFT SEAL--1/~" with Buna-N Lightweight in design to facilitate ~ [~tl I~"iq:~,~[q~ ~III ~ bellows, carbon and ceramic qu. ick.a,nd,easy i.nstallation, ~__..}J;~[~" ~ ~ ~ sealing faces, stainless steel metal scneoule(~maintenanceisnot... ~. :.~-z~;~. ~~ parts required~A! castings are :-~ ~,~':."~]~ , f'~J¢"~:__l~. .,,-~'~ ~ ~-=..~=o^.~-,,~= Cont n !nterchangeable to reduce '%~ ~ ""~"'"" "-.':' .... .' '~.'?.^%-~ - inventory requirements. .... uous operauon up t.o, ]4u ~-., Choose frOm a variety of Separate : ~P~O ~W-rE,.~R, ,C;~ ;R~-~l.~5,,,h,e..a.v~ d.u~t..y~l 6- cmoenr~rUo~lYefrls°~ot?eVTi~Cehres~man~ ALL COMPONENTS ARE EAsY TO ~1'~.~: ~'L"l~i~'t;'~l',~l~'~:i~'a~l'¢s~e';i;~ to p ex or SERVICE. ELIMINATES NEED TO prevent oil wicking and provide REPEACE ENTIRE MOTOR;~ BEARINGS AND MECHANICAL SEAL PERMANENTLY LUBRI- CATED WITH FDA APPROVED WHITE MINERAL OIL, WHICH PROTECTS PUMP EVEN IF BASIN OR SUMP ACCIDENTALLY RUNS DRY. FEATURES & SPECIFICATIONS MOTOR--I/3 HP, 1550 RPM, 115V or 230V, lj3, 60 HZ. Built-in thermal overload protection with automatic reset. Motors are oil-filled for permanent bearing and seal lubrication and efficient heat dissipation. MOTOR HOUSINGS--Constructed of rugged cast iron. Buna-N O-ring for positive water and oil tight sealing. IMPELLER--Fiberglass reinforced Noryl®, with brass insert, multi- vane, vortex impeller with integral rim protects pump casing from moisture protection in case cord damaged. Stainless steel cord connection. HANDLE--Permanently attached steel handle makes it easier to carry, position and install pump. EXTERIOR TRIM & NAMEPLATE-- Stainless steel screws and bolts for maximum corrosion resistance to allow easy removal after extended service. Stainless nameplate' provides permanent identification. WEIGHT--30 lbs. PERFORMANCE CAPACITY -- M)/HR 0 4 S 12 16 4O ~ 3o o 0 10 20 30 40 50 60 70 CAPACITY -- U.S. GPM Flow Total Head (GPM) (Feet) 0 24.0 10 21.5 20 19.5 30 17.5 40 15.0 50 13.0 60 10.5 Max. Load Amps 115V-12A 230V-7A DIMENSIONS ORDERING INFORMATION Model Motor Phase/ Approx. Number HP Voltage Cyclea Ship Wt. PWE3B01 1/3 115 1/60 30lbs. PWE3B02 1/3 230 1/60 30lbs. VORTEX IMPELLER RESISTS CLOGGING. HANDLES SOLID MATERIALR UP TO 3/4". Specifications subject to change without notice. STA-~ RITE Individual pre-engineered accessories and systems available... designed for trouble-free set-up BASINS/COVERS SIMPLEX DUPLEX Distributed by: SWITCHES From Bulletin PW80-4 SINGLE BULB SWITCH .Fyom Bulletin PWS0-5 DOUBLE BULB SWITCH From Bulletin PW80-11 DUPLEX CONTROLLER For complete information on accessories, request bulletins: Single Bulb Mercury Float Switch Double Bulb Mercury Float Switch, NEMA1 Double Bulb Mercury Float Switch, NEMA 4 Duplex Controller High Water Alarm, NEMA 1 High Water Alarm, NEMA 3 Check Valve Basins/Covers PW80-4 PW80-5 PW80-10 PW80-11 PW80-12 PW80-13 PW80-7 S3213 STA~r~ITE a WICOR company 293 Wright Street Delavan, Wisconsin 53115 414/728-5551 · Oklahoma City, OK · Ledgewood, NJ · Orlando, FL · Los Angeles, CA · Atlanta, GA · Delavan, WI · Twin Falls, ID Bulletin No, S3263 (4/84) © Copyright Sta-Rite Industries, Inc., 1983, 1984 Printed in U.S.A. MUNICIPALITY:OFANCHORAGE DEPARTMENT OF HEALTH &i HEIMAN SERVICES Division' of. Environmental Serv.fces On-S~te Serwces Sect on P'.O. Bo~(' 196650 Anchorage,,Alasl~a~ 99519~6650 343~-4~7~,4. CERTIFICATE OF H EAETH AUTHORITY Parcel I,D. # _~C)- L~\ -~;c~,=~ GENERAL INFORMATION Complete' ega,descrpton _ 'P~:,~A'~I~I= %/AtLL~ ~ Location (site address or directions) 1 ~,~..:MI:) ~O'¢2¢,//~"7/ Day phone: Day phone Agent Address Property owne~: M~iiling address Lending agency Mailing address Day phone: Unless otherwise requested; HAA will' be held for pick. up. NUMBER' OF BEDROOMS:: ~ TYPE OF WATER: SUPPLY: In dividual well: ~' Community well Publicwater NOTE If community well, system; provide Written. confirmation, from State. ADEC attest~ lng. to the'legality and status: of system:. TYPE OF WAS.TEWA~ER~ BlS1 - , I NOTE: Cc Publ attesting: 72-025 (Rev. 1/91) Front MOA #21 As cert!fied by my. seal affixed hereto an d asofthevalidat/io n, date shown below, I verify that my investigation' of, th~s Health Authority Approval~ applic~trion.shows that the-on-site water supply and/or wastewater disposaF§ystem is:safe, functional ar~d~adequate for the~number o~ bedrooms and-typeofstructu re indicated:herein. I fu the Municipality of~Anchorage;-filesand supply. ordinances~ and~regulationsdn~effect on th~ Name of Firm Address ~-0,"~ d~J/ / ~/-~/. Engineer's signature: on obtained-from the on:site, water pal: and' State codes; 'Phone-. ~H, ~S~, SIGNATURE '~._ Approved' for ~ Disapproved., Conditional', approval~ for bedrooms. bedrooms, with', the, following stipulations: A, pproval~ Cei:tifiCA~,es~-.?:l~a~ed.0nly~ dpon, the: representations- g yen' in paragraph' 5 above by an ndependent P r0fSSSior~al.'6ngi'b~'r'~ii~t~;ed4 q;the State o~Alaska: The DH~tS does'this as a courtesy to purchasers of homes and;~ei(!endiilgi[n¢fitUti~'p§'i~'0irde['t0~satii~fY certainfederal, a~nd State reqUirements, Employees of DHHS do not condu;c~ i~S'l~ti~n'~':'0~"arial~ei/d~a:~befC)[~'a';i.certif Cate,- s iSsUed~ The, Mun c pa ity of' Anchorage s not reSponsi§l~ifs~' ei:r0rS' or o'rniSSi0~i in',. the'profeSSional: engineeCs Work. 72-025 [Rev,,1/9:l) Back, MOA#21 825"L, ~ A. WELL DATA Well type Log present (Y/N) Total depth Sanitaw seal (Y Date of test Static water level Well production WATER SAMPLE RESULTS: Coliform FROM~WELL LOG I0!. ~ ~ -, Date B. SEPTIC/HOLDING TANK DATA Date installed Foundation cleanoUt (Y/N) C. ABSORPTION FIELD DATA Length ~ ¢' Width Soil rating (g.P:d./ft3;or ft/bdrm) ' 8'~'~ Date of adequacy test Fluid depth in absorption Fluid depth ~._~ : ' (ins.) Peroxide treatment (pas ts(Pass~fiil) . ~'. For D. LIFt STATION Date installed Manhole/Access (Y/N) High water alarm level at* Cycles tested E. SEPARATION DISTANCES Size in gallons "Pump off' level at* ~ g tn *Datum I ,~.,, ~ "Pump off" level at* SEPARATION DISTANCES FROM WELL ON LOT TO: Septic/holding tank on lot Absorption field on lot Public sewer main Sewer/septic service line ; On adjacent lots ~ I ohm ; On adjacent lots ~ to'~:~ Public sewer manhole/cleanout b4~ Lift station I I 1~ SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation ~6,t Property line a~eff_r~ Absorption field Water main/service line '~ I~ Surface water/drainage f'q I O Wells on adjacent lots SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Building foundation ~..O I Water main/service line Surface water f~//O Curtain drain ~t I o Driveway, parking/vehicle storage area Wells on adjacent lots lit 4- Property line ENGINEER'S CERTIFICATION I certify that l have determined thrufield inspections and revie~ of Municipal in conformance with MOA HAA guidelines in effect on this date. ~'~ Signature Engineer's Name Fee $ , Date of Payment ~?'/~D, Receiptmumber_ ~)7/ ('72"~]7 ~ Rev. 8/95 OSS: haa.wk.doc Waiver Fee $ Date of Payment Receipt Number MUNICIPALITY OF ANCHO~GE MEMORANDUM SEPTIC SYSTEM ADVISORY HEALTH AUTHORITY APPROVAL NO./6/~7~F~-- Prior to a recent adequacy test on the septic system for this lot, 2~ inches of standing water was observed in the absorption field. This indicates that approximately q~ % of the absorption area is inundated. Although this system passed the adequacy test, the remaining life expectancy may be limited. This advisory must be attached to all copies of the subject Health Authority Approval. T.SPURKLAND P.E. 203 W. 15th. AVE. SUITE 203 ANCHORAGE, ALASKA 99501 (907) 279-3916 Fax (907)-276-6013 SEP 11 t$ 7 unici ality ol Anchorage DeMpt. HeaPlth & Human Services Dan Roth Municipality of Anchorage Department of Health and Social Services 820 1 Street Anchorage, Alaska 99501 Subject: HAA Lot 14, Block 4, Paradise Valley Pink Sheet September 11, 1997 Gentlemen; You questioned the test procedure used in evaluating this septic system, and if the trench was surcharged during the test. This septic system consists of a 1000 gal septic tank, a 500 gallon lift station and a drainfield 56 feet long, 4 feet wide and with 24 inches of rock. The theoretical void volume of this drainfield is 64.8 cubic feet or 486 gallons per foot of rock (54x4x.3x7.5) Since effluent is pumped up to the drainfield any water surcharging the field will drain back to the lift station, assuming that a check valve has not been installed to prevent drain back. The test procedure was as follows: A float was placed in the monitor with a marker at the top of the pipe. Metered water was discharged to the lift station in an amount sufficient to raise the flag a sufficient distance to indicate that the trench was being surcharged. The water was then shut off and the excess water drain back into the tank. After drain back the flag was 2 inches higher than at the start of the test. 4 hours later the flag was at the top of the monitor, indicating that the water discharged had been absorbed. Again a metered volume of water was added to the lift station, this water was in addition to the previous drain back. The flow was cut off when the flag rose rapidly, indicating that the distribution pipe was filling. After drain back the flag was again 2 inches higher than at the start. After 4 hours the sequence was repeated. A total of 670 gallons were added to the drainfield over an 8 hour period without surcharging the field. This indicates that the drainfield has a charge capacity of 200 gallons and that these 200 gallons will be absorbed in less than 4 hours. TY. s~~kl~ MUNICIPALITY OF ANCHORAGE ' DEPART~;'I~IT OE Hi~ALTH AND ENVIRONMENTAL PROTECTION DIVISION OF ENVIRONMENTAL HEALTH CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL OF ON-SITE~SEWER AND WATER FACILITY 264-4720 GENERAL INFORMATION (a) Application Date Legal Description (include lot, block, subdivision, section, townshi 3, range) Lot 14 Block 4 Paradise Val~ey Subdivision Location (address or directions) 18240 Norway Drive Applicant Name Chris Kosiniski Telephone: Home 337.4348 Business Applicant Address P.O. Box 11-2307 Anchorage, Alaska 99511 (b) (c) Applicant is (check one): Lending Institution []; Owner/builder [[~;~uyer []; Other [] (explain); (d) Lending Institution Rainier Mortgage Address . Telephone (e) Real Estate Company and Agent Addrsss Telephone (f) Mail the HAA to the following address: TYPE OF RESIDENCE Single-Family J~xMulti-Family [] Number of Bedrooms three(3) Other WATER SUPPLY Individual Well F~xx Community [] Public [] Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. 4. SEWAGE DISPOSAL Onsite ~xx Public [] Community [] Holding Tank [] Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. Page 1 of 2 72-025 (11/84) ENGINEERING FIRM PROVIDING INSPECTIONS, TESTS, FILE SEARCH, DATA AND INFORMATION As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation of this Health Authority Approval shows that the on-site water supply and/or wastewater disposal system is 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 in compliance with all Municipal and State codes, ordinances, and regulations in effect on the date of this inspection. Name of Firm Tobben Spurkland Telephone Address Date Engineer's Seal This department has received written confirmation from the engineer regarding the Conditional Approval of November 27, 1985. The corrections have been accomplished and an inspection has been completed by the engineer. The subject property meets with Municipal standards and is now approved. DHEP APPROVAL Approved for l;hTqee(3'~ bedrooms by Approved ~X~X~X_XXXXX Disapproved Terms of Conditional Approval ~;~cv~iZ~'~/ Date June 23_. 1986 Conditional CAUTION The Muncipality of Anchorage Department of Health and Environmental Protection (DHEP) issues Health Authority Approval certificates based solely upon the representations given i,..paragraph 5 above by an independent professional engineer registered in the State of Alaska. The DHEP does this as a courtesy to purchasers of homes and their lending institutions in order to satisfy certain federal and state requirements. Employees of DHEP do not conduct inspections or analyze data before a certificate is issued. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. ~,.~ "" Page 2 of 2 72-025 (11/84) DIVISION OF ENV~ DEPARTMENT OF HEALTH AND ENVI Re.- Conditional Health Authority Paradize Va] y ~ApprOvall, Lot 14 Block4 Gentlemen; On November 27, 1985, a.con~ lot. The conditions for the apPr~va~ have been met. A cleianout next to the ta~k has been insta~i~d and thelpowercab~e ~o liftstation buried Please furnish the Yours c/c Kris Kisinski ' MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION DIVISION OF ENVIRONMENTAL HEALTH CERTiFiCATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL OF ON-SITE SEWER AND WATER FACILITY 264-4720 Application Dato GENERAL INFORMATION (a) Legal Description (include lot, block, subdivision, section, township, range) Location (address or directions) (b) Applicant Name~'~__ Applicant Address (c) Applicant is (check one): Lending Institution []; Owner/.b.t:,td~ [~; Buyer []; Other [] (explain); (d) Lending Institution Address Telephone (e) Real Estate Company and Agent Address Telephone (f) Mail the HAA to the following address: TYPE OF RESIDENCE Single-Family.~ Multi-Family [] Number of Bedrooms ~ Other WATER SUPPLY Well.,,J~ Community [] Public [] Individual Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. 4. SEWAGE DISPOSAL Onsite~ Public[] Community[] Holding Tank[] Note:/' 'If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. F2-U25 (11,84) Page 1 of 2 ENGINEERING FIRM PROVIDING INSPECTIONS, TESTS, FILE SEARCH, DATA AND INFORMATION ,As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation of this Health Authority Approval shows that the on-site water supply and/or wastewater disposal system is 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 in compliance with all Municipal and State codes, ordinances, and regulations in effect on theNamedate of this inspection. ~ j~ of Firm ~~.~. Telephone ~'"~ ~ ' ~ q/~ Address / ~ ~ j~_~ Date ~ l/ ~ ~, / ~'~ ~ DMEP APPROVAL .~ ,g,~_~-~ ~pproved for ~(-%) bedrooms by Date Approved Disapproved __ Conditional ~% Terms of Conditional Approval ¢:~.~u¢¢~,~¢~ - ~-.,~ ~' ,~%- /] ~ CAUTION ~ ~~ The Muncip~lity of Anchorage Department of Health and Environmental Protection (DHEP) issues Health Authority Approval certificates based solely upon the representations given in paragraph 5 above by an independent professional engineer registered in the State of Alaska. The DHEP does tiffs as a courtesy to purchasers of homes and their lending institutions in order to satisfy certain federal and state requirements. Employees of DHEP de not conduct inspections or analyze data before a certificate is issued. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. · Page 2 of 2 '/'~' MUNICIPALITY OF ANCHO~GE DEPT. O~ HEALTH & * MUNICIPALITY OF ANCHORAGE [MOA) ENVI~N/V~NTAL PROTECTION HEALTH AUTHORITY APPROVAL (HAA) CHECKLIST- FEBRUARY 1984 NOV 2 5 ~' 264-4720 Legal Description,~...~ ~IN -~,~' _ WELL DATA Well Classification Well Log Present [Y/N) Total Depth ~ O Cased to Static Water Level Casing Height Above Ground Electrical Wiring:in Conduit (Y/N) Separation Distances from Well: To Septic/Holding Tank on Lot f A. B, C, D.E.C. Approved (Y/N) Date Completed ~,'//~ ~'~ Yield ~,C~ Depth of Grouting N O Pump Set At ~1~// Sanitary Seal on Casing (Y/N) ~ Depression Around Wellhead (Y/N) ; On Adjoining Lots To Nearest Edge of, Absorption Field on Lot ~; On Adjoining Lots To Nearest Public Sewer Line /~N~' To Nearest Public Sewer Cteanout/Manhole /'~ Otl/~----,-- To Nearest Sewer Service Line on'Lot Water Sam pie Collected by '~" --'~ ; Date Water Sample Test Results ~ ~¢.~/~,,/,,~.44 Comments SEPTIC/HOLDING TANK DATA Date Installed ~ 7/~-~ -- Size Standpipes (Y/N) 7'~O Air-tight Caps (Y/N) Depression over Tank (Y/N) /'~ Pumping/Maintenance Contract on File (Y/N) Holding Tank High-Water Alarm (Y/N) ~f/'/~ Separation Distances from Septic/Holding Tank: To Water-Su pply Well / ¢ ~ To Property Line ~' To Water Main/Service Line Course No. of Compartments N ot, Foundation Cleanout (Y/N) Date Last Pumped :for Temporary Holding Tank Permit (Y/N) ~'~'~, To Building Foundation '~ 7 To Disposal Field To Stream. Pond~ Lake, or Major Drainage Comments Page 1 of 2 72-026111/84~ C. ABSORPTION FIELD DATA Soils Rating in Absorption .Strata. Date Installed Width of Field Square Feet of Absorption Area Depression over Field (Y/N) Results of Last Adequacy Test Separation Distance from A 9sorption Field: To Water-Supply Well To Building Foundation Lot To Water Main/Service Line ~ /L~ To Stream/Pond/Lake/or Major Drainage Course To Driveway, Parking Area, or Vehicle Storage Area Comments Type of System Design Length of Field Depth of Field Gravel Bed Thickness ~ Standpipes Present (Y/N) Date of Last Adequacy Test To Property Line To Existing or Abandoned System on ; On Adjoining Lots To Cutbank (if present) D. LIFT STATION Date Installed Size ~n Gallons "Pump On" Level at High Water Alarm Level at Tested for Electrical Codes (Y/Nj Comments · //../// Dimensions ~'~ ~ Manhole/Access (Y/N) ~ "Pump Off" Level at ~ '~ Vent (Y/N) ~w Pumping Cycles during Adequacy Test. Meets MOA I~0 / I ** Check Permitted Bedroom Bating Against HAA Request ** I certify that I have checked, verif, md, or conformed to all MOA and EAA guidelines in effect on the date of this inspection. Signed '"'~J~- ~ Date Company- ~--~,--~,~. MOA No. / Receipt No. "~ t.~ L~ I ;~ '-~ Date of Payment I 1 - or~-~ ~ Amount: $ ~__~ ~ Engineer's Seal Page 2 of 2 72-026 (11/84) tB$ORi~FICN FIELD DATA Soils ~ting in Absorption Strata Date Installed Width of Field Squa~o ~t~et of Absorp.tion Area Dep~Ossion over ~ield (Y/N) Resu]:t,~ of Last Adequacy Test Type of System Design Length of Field Depth of Field Gravel Bed Thickness Standpipes Present (Y/N) Date of Last Adequacy Test Sepa~fation Distance frcm Absorption Field: To Wat~-Supply Well To Building Foundatio~ Lot To Water Main/Service Line To Property Line To Existing or Abandoned System cn ; On Adjoining Lots To Cutbank(if present) To Stream/Pond/take/or Major D~ainage Course To D~iveway~ Parking Area, or Vehicle Storage Area Co~f~nts Do LIFT STATION Date Installed Size in Gallons "Pump On" Level at /~ ;' High Water Alarm Level at Tested for Dimensions Manhole/Access ~(Y/N) "Pump Off" Level at Vent (Y/N) Pumping Cycles during Adequacy Test. Meets MOA Electrical Codes(Y/N) ~.~-3 .... Check Permitted Bedr°cra Rating Against HAA Request I."certify that I have checked, verified, or conformed to all MOA HAA Guidelines in effect on tlm~date of this inspection. KB1/d5/s [Page 2 of 2] Date_ MOA ENGINEERS SEAL 2-15-84