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HomeMy WebLinkAboutT12N R3W SEC 33 LT 42 Jul 19 22 12:40a Anchorage Well & Pump Ser 9072430742 p.1 MUNICIPALITY OF ANCHORAGE Development Services Department\fir_ Phone: 907-343-7904 On -Site Water & Wastewater Section \ Fax: 907-343-7997 Pump Installation Log Well Drilling Permit Number: Parcel Identification Number: 018 192 08 Date of Issue: - - Legal Description Block Lot Property Owner Name & Address: NOVAK STEPHEN & ANNA T12N R32 SEC 33 42 3230 E 142ND AVENUE ANCHORAGE, AK 99516 Pump Installation Date: 07 - 06 - 2022 Pump Intake Depth Below Top of Well Casing: 100 Pump Manufacturer's Name: BERKELEY Pump Model: B7P47P05221-02 Pump Size: '50 hp Pitless Adapter Burial Depth: 10 I Pitless Adapter Manufacturer's Name: I Pitless Adapter Installer: feet feet MARTINSON Well Disinfected upon Completion? )(Yes ❑ No Method of Disinfection: PE' -LETS ✓ ` Comments: Pump Installer Name: ANCHORAGE WELL & PUMP SERVICE Company: 7640 KING STREET ANCHORAGE, AK 99518 Mailing Address: _ 907-243-0740 City: State: Zip: Attention: The pump installer shall provide a pump installation log to On-site within 30 days of pump installation. /\:q ~, 0,~ V!IE~ I iN,~;PEC!ION REPORT Stephen ~, No, ak MAILING ADDRESS S~ Bo~240,.~chorage., A!ask~ ~¢'¢ . . . _ Lot 42 & North 50 Feet of Lot ~Section Anchorage, Alaska ~L 3 o~ L,~,~,~,~ [ ,~, ~ ~8~ ~,)~ _~, ~ ~oo~ ~¢ ~ G=ee~ S~ee~ 2 DIS/ANCE lO: [ 13Q' ] 130' 25' 800659 20" Min. [ 12 tach,cs 366 Ft. O-filER l" and 1½" PVC Highly Variable .3 to 42 Min./Inch. Percolation Rate Smart Excavating ~_~his is a mpund system_ with basa_l .. _ area of 1875 sq. ft. % ;i, c~: 4;'s~ APPROVED DATE LEGAl_ 825 "L" STREL:T ANCHORAGE, ALASKA 99501 (907) 264-4111 GEORGE M. SULLIVAN, MA YOR DEPAI-~TMENTOF HEALIH AND ENVIE~ONMENTAL PROFECFION December 31, 1980 Stephen Novak Star Route A Box 240 Anchorage, Alaska 99507 Permit ~ 800659 Subject: T12N R3W Section 33 Lot 42 and 55 NW¼ A permit issued by this department for well and/or sewer system has expired as of this date. Permits are issued on a calendar year basis, as stated on the permit, by authority of Municipal Ordinance. If you have drilled the well, a well log should be sent to this department to document the J. nstallation date. Zf an engineer inspected the installation of the on-site sewer system, please have them send us the as-builts for our files. If there are any further questions, please call this office at 264-4720. Les N. Buchholz, R.S.// //. Senior Environmental ~p~cialist LNB/Ljw enc: Copy of Permit SWP/057 DEF'FIF4:THENT '"":' HEFiLTH I:~i'.,IE:, E:N'4:[F'.CINHENTFIL. ............ · " L. .;'f'F:EE:T., - hi ....H .. ~*.~ ~E.. ~ 264--.472 D .......... ~ Ill..I.: I E,E~"" UL, IFI].NEL.- :' ' :' F'F4:OH TFIE ~ZL.~: '": ..... - DFfTFI [',lJ:~' FI~,¢FIZL. HE, LE: ' : ZN THE LOT 4Z L 0T 55 J DATE. L SCALE. PRO'~'NO'O 511~Z ~ OWG. NO. ~ OF ~ ~ 3 T~P~OIL ........ ,, , x, _.~~.,--Z pow ~ ' ' ~' ~4~~0~ ~5~ND FILL 2.4' A MOUND DESIGN PARAMETERS - STEPHEN NOVAK RES. ESTIMATED DAILY FLOW (GPD) = 3 BDRMS X 150 GPD/BDP~M = 450 GPD GRAVEL TRENCH BOTTOM ULTIMATE PERMEABILITY = 1.23 GPD/FT2 SILT suBGRADE PERMEABILITY = 0.24 GPD/FT2 TP~ENCH BOTTOM AREA REQ'D: AREA (PT2) 450 GPD 1.23 GPD/FT~' TRENCH WIDTH = 6 FT LINEAR FEET OF TRENCH REQ'D = 366 FT2 = 61 FT 6 FT TRENCH DEPTH = 12 INCHES HEIGHT OF MOUND AT SHOULDER = 3 FT HEIGHT OF MOUND AT CENTER = 4 FT THE 1 FT CROWN INSURES SURFACE DRAINAGE OF THE MOUND SIDE SLOPES OF 4:1 ARE TO BE USED BASAL WIDTH = 24' BASAL LENGTH = 78',-2" TOTAL INFILTRATIVE AREA = 24' X 78 -2" = 1876 450 GPD NECESSARY INFILTRATIVE AREA 0.24 GPD/FT2 1875 LENGTH OF 1% INCH MANIFOLD = 50' LENGTH OF 1 INCH LATERIALS = 30' (Trench shall extend 6" beyond end of lateral 366 FT2 NO. OF IJITERALS = 1 TRENCHES X 2 LATERALS = 2 DIAMETER OF HOLES ¼ INCH 30 FT NO. OF HOLES PER LATERAL (SPACED 30 INCHES) = --- = 12 2.5 FT FORCE MAIN SHALL BE 1~" PVC AND SHALL BE INSTALLED TO DRAIN BACK TO PUMPING CHAMBER AFTER EACH USE. Audible high water alarm to be installed within residence per owners direction, APPROXIMATE MATERIALS QUANTITIES - STEPHEN NOVAK RES. MOUND SEPTIC SYSTEM SAND - 90 CUBIC YARDS ½" TO 2%" GRAVEL - 13½ CUBIC YDS 1" PVC PIPE - 60 FEET 1½" PVC PIPE - 50 + FEET 1 EACH PVC 90© ELBOW 1%" 1 EACH PVC TEE 1" X 1" X 1%" 2 EACH PVC END CAPS 1" 15" SILT PLACED OVER SAND MOUND - 86 CUBIC YARDS (46 YDS 3" TOP SOIL - 17 CUBIC YDS GRASS SEED PUMP - MYERS SS411 LEVEL SWITCH AWS-1 BUZZER ALAR~i CA-SS4 FLOAT SWITCH FLC-20P 500 GAL CAPACITY TANK 496 PT2 OF DOW SM STYROFOAM 2" THICKNESS 3 AVAILABLE FROM SITE PRPPARATION 40 YDS 3 IMPORT REQUIRED (31 ea. 2 X 8 SHEETS) MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION Environmental Health Division CASE REVIEW WORKSHEi-'T CASE NUMBER: S-8430 DATE RECEIVED: March 4, 1986 SUBDIVISION OR PROJECT TITLE: Lots 42A and 42B Novak Subdivision COMMENTS DUE BY: March 28, ]986 ( ) PUBLIC WATER AVAILABLE ( ) PUBLIC SEWER AVAILABLE ( ) COMMUNITY WATER AVAILABLE -~/~ / ~¢ COMMENTS: /~/~:~ l'~ , t '!'-'~ ~-/,:, '~ ~'.-b~ /~' ~,'c' ~' ~ ,, ~/t:*~..~ /~ ~ {~- ~, 71-014 (Rev. 5/83) ~lunlclpaltty of Anchorage DEPARTML~IT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST PERFORMED FOR: LEGAL DESCRIPTION: 2 3 4 5 7 8 0 10 13- 14- 1~- 17- 20- Township, Range, Section: '~("/~j~ j'~"/3'k~. , /-.-.-.-.-.-.-.-.-.~ SLOPE SITE PLAN WAS GROUND WATER ENCOUNTERED? ,~'~ IF YES, AT WHAT DEPTH? Reading Date Gross Net Depth to Net Time Time Water Drop \ 2-'1~-~ 'z.'.,~ ¢ ~ "5~/&' ~ ~'.~ ~ ,, q~/~'~" ~'1~' g ~'.5~P ~ " &~14~ ~ ~ ~ ~ ~ q~/~' ~ ,. PERCOLATION RATE TEST RUN BETWEEN (~ FT AND ~ FT COMMENTS ~ O ~,-% '"f-'~)("/"% I~ ,"- PERFORMED BY: SRB 19&X ~ ~~ CERTtFY THAT THIS TEST WAS PERFORMED IN Ea~(~ Oiver, Alaska 99~ ACCORDANCE wiTH ALL STATE AND MUNICIPAL GUIDELI~EFFECT ON ~HtS DATE. DA~E: 72-008 (Rev. Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST PERFORMED FOR: LEGAL DESCRIPTION: Township, Range, Section: 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19- 20- WAS GROUND WATER ENCOUNTERED? tF YES, AT WHAT DEPTH? Depth lo Water Afler __ Monltorina? NO ~J,~l'~k-'Dmt8: Reading Date Gross Net Depth to Net Time Time Water Drop x ~.- F,.~ ~ '. ,~c~? ~ ~5/q," .------- 1 PERCOLATION RATE ~ (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN ~ FT AND ~ FT COMMENTS ~wA ¢;,~J ~-F ~.-~., ~ f.% '-~,J'~).S. ) ~~ _ PERFORMED BY: ~ver, alasEa ggS~ GUIDELIN~FFECI ON THIS DATE. {)A~E: ~ / ~ ~ ~ ACCORDANCE WITH ALL STATE AND MUNICIPAL 72-O08 (Rev. 4185)