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HomeMy WebLinkAboutT15N R1W SEC 8 LT 51APC \ LA.) SEAkGy\ 2 r•� )kf Al's- 051- col 3 -ace EnvlronmBntal Health Division 825 "L" Street, Anchorage, ,Alaska 99502, Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM ANI')/OR WELL INSPECTION REPORT .a,.e DISTANCES ,~-'/~ AJ~$ ~,,~' ~--~ TO SEPTIC ABSORPTION Address FROM~ TANK FIELD WELL Phenols) [I ermit NO. No el eedrooms WELL LEGAL DESCRIPTION LOT LINE TANKS __ ~ SEPTIC ~ HOLDING TYPE OF SYSTEM ~TRENCH ~ BED ~ W. DRAIN ~ OTHER __ ~~- origina~ grade ~. ~ ET ~ FT WELLS Installed: REMARKS: ' EaCe Rivor Englneerlgg Services Iff ~ N J: C ]: I=' A I. 1 T Y C] F: A N C Iq O R ~ G I!!: Depar'.'L:m~.~nt o{' Health & Human Sf:~r'v:ic:es P E l::/ M :1: I JAMES IxlUI':)E I~1 B 0 X 77'0:1 ()6 I:i:~'~(:Jl..Iii: R )i Vtii:R, 99577 !iib)ct:i. cu"l: 8 "f'o~,]nship: :l.~=Jlq F~arlge:l :l.W I..crl.'. G :i. z e 99000 (s q ,, I L ,, ~::)~ ac: r' ~'-~s ) Max Bedr'oom~ This Per'mi'L~ 5 To)fa1 C~apac::i.'Ly~ 5 Sli!]:::']':t:C "l'Alxll<: M:i.i~:i. mum 'L. crLa]. !i~t~)!p'l'J.c: tar]l< capaci'Ly: 1,D00 ga].:l(:)ns,, Each must have at :Le~s'L ?. coml::)a]"Lmen't.~:~, Depth 'Lo top oF ~;~c.~p't..:i.c tank(s) < 4,,() 'I'E~!!~'t~ HOI...E :(hi MIDDI....E OF' BED MUE~'I" I::]:L.t..ED Blii:L,OW BED BOTTOM WITI-] :I:M F:'Iii]::~V:I:I::)LIS MATIii:RIAL..MII!~]T HAVE ~;:'.' S[)]:L !!ii'r'RATA,, SYSTEI~I MUST BE E:EF~: ' S DES I (.~lxl ,, DHHS I"IUS'f )BE NOT I I:::' I I!!;D I-::'R I OR ]"0 AI...I . I IxI81='l~:[', I' I OIxR!!i ,, I'I.I:I:S PIi!:F:/M.I:T :I:S F'OR A 5 BI~i:DROOIvl F/iJ'.IxI(.:]LE FAM:[LY I:;tli~:SIDEN[;E ONLY, AND ti:XI::~:I:RES ON :1.2/:.~.!;:1./89,. Cli}:R'I I f:::'Y "l HA'r': F(:~r-Lh by tl"l~:, Mur~:i.c::il:~a].it.y c)~ Anchc:)r'a~]e (MO~) and 'Lh~:) ~]'La'[:.(:~ ~:~ (~].~.~sl.::~:~,, 2,, :I/ w:i. ll ti]'lst, aJ] 'Lhe ~iy~i'lt.~::~l'l~ :i. ll ac;c[)r~d~:tnc:(~;~ ~l:i.'Lh a].]. MI:IA c:c~(::h~?s and 3,, I ~:i.:l.]. aclh~'~c~ .l'o ail MOA and Stat(~ (::~' A:l.a~d::a i~'~c]L.~:i.l~.)f~.~lrL.~i~ ~(]1" L. ll(.', s,:.?'l' bacl.:: ~::1 :L~'Latlc~:)s ~ ~(::)m ar'ly c.)).~ ist irl(] ~c~,:l. ). :, ~t~Lc.;:,~,~a]:.~.:~r' (::lispcH~h'..~l sys'Lem OP a.[sc~ und~.:mstand that 'Lh~..~ capac:i, ty ~ 'Lhc:~ ~'.(::r~.Ez]. f~iyf~'[t.(.t~lll :i~ii ~.::~ bc:,~d~'c)oms any (..)n].a~'t~tem(:.~nL ~,~:i.:l:l. ~'ec:fl.~.]re an a~dd:Et:Lonal MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 L, Street, Anchorage, Alaska 99501 264-4720 SOILS LOG - PERCOLATION TEST SOILS LOG PERCOLATION TEST PERFORMED FOR: LEGAL DESCRIPTION: DATE PERFORMED; 1 2 3- 4 5- 6- 7 8 9 10 11 13 14 15 16 17 18 19- 20- COMMENTS SLOPE SITE PLAN WAS GROUND WATER ENCOUNTERED? Gross Net Depth to Net Reading Date Time Time Water Drop PE,qCOLATION RATE (minutes/inch) TEST RUN BETWEEN FT AN[) FT PERFORMED BY:. 72-00e (6/79) Eagl~ River En~ineerin9 Se~ices Ea91~ River, AI~ 99577 694'-5195 SPECIFICATIONS FOR ON-SITE SEPTIC SYSTEM LEGAl-; LOT 51A, T15N, R1N, Sec:.8 AD GENF-RAL 1. The well and septic plan are for a single family residence only. 2. The drawing and or site plan shall be a part of this specification. 3. All materials and workmanship shall meet the Anchorage Department of Health and State Department of Environmental Conservation requi r ement s. 4. All soil tests are advisory to the design and are to be verified or modified in the field by the engineer. 5. All excavations and depths are advisory and are to be verified or modified in the field by the contractor to meet Municipality of Anchorage, Department of Environmental Conservation requirements. 6, It is the responsibility of the owner to obtain all necessary permits or-easements and to locate any adjacent mu]ti-family wells. ?, The excavation is to be exactly in the area shown on the site plan, any deviation requires engineer approval. 8. It is always recommended that a surveyor ]ocate the nearest lot line position and the location of any easements. ,B. BED 1. 2 3 4 5. 6. The bed Cs to follow the natural land contour to maintain ueiform tote] depth of the bed bottom. The bottom of the bed shall be level, plus or minus 1.5". The tetal depth of the bed excavation is not to exceed 4' at: any pofi nt. The bed grave] is to be covered wqth typar fabrfic materfia]. Soff~ on combinatqon of so~] and ext:nuded brand insulation to a depth of 4' on equfiva]ent ~s to be placed over the ~eachfie~d. The area over' the bed tis to be ¢in~sh graded to prevent ponding of surface water runoff. The septic tank and ]eaclaffie]d must not be cqoser than 100' to any exqsting private well, 150' to any Class "C" well, or 200 feet to any commumity RECOMMENDED LEACHFIELD DIMENSIONS TOTAL DEPTH = 4' GRAVEL DEPTH = 6" BED LENGTlt = 31.25' BED WID'FIt= 30' Soil Rating = 125 Bedroom Capacity = 5 Septic 'rank Size = 1500 gal Absorption Area= 937.5 s,f. ***NOTE: 2' SAND FIL'[ER MAY BE REQUIRED BASED ON M.O.A. ACCEPTANCE OF SIEVE ANAI_YSIS FILTER LAYER. MUNICIPALITY OF ANCHOFIAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAl.. PROTECTION 825 L. Street, Anchorage, Alaska 99501 264-4720 SOILS LOG -- PERCOLATION TEST SOILS LOG PERCOLATION '[EST PERFORMED FOR: LEGAL DESCRIPTION: DATE PERFORMED: 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 2O SLOPE SITE PLAN WAS GROUND WATER S ENCOUNTERED? Y~ ~ ~ Gross Net Depth to Net Reading Date Time Time Water Drop PERCOLATION RATE /~'~'~' _(minutes/inch) TEST RUN BETWEEN FT AND FT Eagle River iingineering Services -~?"~'~ DATE: PERFORMED BY:_ ,~-{~9~ CERTIFIED BY: Eagle River, AK 99577 694~5195 72-008 (6i79) GRAIN SIZE DISTRIBUTION TEST DATA Test No. : 15 Date: 7-18-89 Project No.: 89-083 Sample Data Location of Sample: TEST HOLE #1 SAMPLE B Sample Description: POORLY GRADED GRAVEL W/SAND USCS Class: GP Liquid llmit: N/A AASHTO Class: A-l-a Plasticity index: NP Notes Remarks: SAMPLE DEPTH = 6-10' Fig. No,: 1 Mechanical Analysis Data Initial Dry sample and tars= 1322,90 Tare = 271.60 Dry sample weight = 1051.30 Tare for cumulative weight retained= 271.6 Sieve Cumul. Wt. Percent retained finer 0.75 inches 502.30 78.1 0,375 inches 715.40 57.8 # 4 868.40 43,2 # 10 1032,40 27.6 # 20 1176.30 13.9 # 60 !288.20 3,3 # 100 1303.40 1.9 # 200 1312.30 !.0 Fractional Components + 3 ~n. = 0.0 % GRAVEL = 56.8 % SAND = 42.2 FINES !.0 D85= 19.05 D60= 10,349 D50= 6.751 D30= 2.2877 D15:= 0.90031 DiO= 0,60171 Cc = 0.8404 Cu = 17.1989 2 S0 2..'8' ~F-.:~*][.] 'Z-;.~ZE ZI]S;TF:ZD:LIT:ZOF~ ]-ES;3" F:EF'ORT /'r3 L,:,,:~,t&,:,F~". TEIE;T I-hDLE ,ii] '.E:f::if'tF'LE ]3 }II ~ ~- '~ ." -' a,_ a,,-, GRAIN SIZE DISTRIBUTION TROT DATA Test No.: 16 ------------------------------------------------------------------------------- Date: 7-18-89 Project No.: 89-083 Project: Lot 51A, T15N, RIW SEC. 8 Sample Data Location of Sample: TEST HOLE #1, SAMPLE A Sample Description: POORLY GRADED GRAVEL W/SAND USCS Class: GP Liquid limit: N/A AASHTO Class: A -1-a Plasticity index: NP -----------------------------------------------------=------------------------- Notes ------------------------------------------------------------------------------- Remarks: SAMPLE DEPTH 4-6.5' Fig. No.: 2 ------------------------------------------------------------------------------- Mechanical Analysis Data ------------------------------------------------------------------------------- Initial Dry sample and tare= 1209.90 Tare = 271.60 Dry sample weight = 938.30 Tare for cumulative weight retained= 271.6 Sieve Cumul. Wt. Percent retained finer 0.75 inches 448.00 61.2 0.375 inches 633.90 61.4 # 4 743.90 49.7 # 10 851.20 38.2 # 20 968.70 25.7 # 60 1108.00 10.9 # 100 1142.90 7.1 # 200 1171.20 4.1 ------------------------------------------------------------------------------- Fractional Components ------------------------------------------------------------------------------- + 3 in. - 0.0 9G GRAVEL = 50.3 SAND = 45.5 FINES = 4.2 D85= 19.05 D60= 8.910 D50= 4.840 D30= 1.1217 D15= 0.37144 D10= 0.22125 Cc = 0.6383 Cu.= 40.2717 ['R 114 SIZE I'JS;TRJJ3UTJO14 TEST REPORT • c . /'J ...C. ,c 90 SO III H i L+ cc 4•J +. 60 sopill i� w 4© 11 3O 1 C+ G 200 100 10.0 1.9 r+.1 0.01 0.001 BRAIN SIZE - mm :-s T ';+': 5 r. r AfJI, •: SI LT CLAY O 1 15 1 C+. 0 1 5.-..s 42 1. C+ LL PI ISS I,�O 1150 Ir;C� I,15 D10 Ct Cu Cs N%A hip 15'. C+5 1 Cl. c.5 75 2. <<,C Cl. 9ciC+3 [t. c.+317 i+. E4 17.2 MATERIAL DESCRIPTION USCS AASHTO 10 POORLY GF:ADED GRAVEL W/SAND ---_ GP !Project No.: S'—ric:= -- — ---- Ik<•ma.rk5: !Project: Lot 51A. TI514. RIW SEC. C: )SF9t9F'LE DEPTH = 6-10' F:a Loi_?.t ion: TEST HALE U1 SAMPLE E ! I GRAIN SIZE DISTRIBUTION TEST F:EPORT i Fi9!�.r•� IJo.l MUNICIPALITY OF ANCIIORAGE Hee h and Environmental Prote Fourth Floor West 825 L Street Anchorage, A_],aska 99501 2'79-2511, x 224, ~NSPECTION REPORT ON-SITE SEWAGr: DISPOSAL SYSTEM PHONE SE'~PTIC gl~Tt~ ~CEi_ ~,,~,~' . , ~ NUMBt:R OF PROM WEI..L 2~%_: .... MANUFAC'IUHI[R ...... ' .... k, A'lt RIAl ................ COMPA~'I'MEN]'S ~_-- ~ .......... iNSIDE LENGTH ......... INSII1E WIDTH ........ LIQUID DEPI'Ii _ _ LIQUID CAPACITY ....../~d GALLONS.' "' TILE DRAIN FIEL, I.): TOTAL LENGTI DISTANCE "-ROM WELJ ..... FOUNgATION ~_ N AHFSI' LOf LINF ...... OF LINE {F O~ ~S ........... DISTANCE BETWhEN LINES ............ TRCNCI4 W,[)I~t~_ IN. TOI't~I EFCEC'~IVE AIJSORP'i'ION AREA . ~,~ ..... SQ. ~'1'. LENC;[tl O[L. ACI( I 1NE DEPTII ()[ J ILILR I)EP'IIt TOP OF FILE 'O FINISH GRAJ)E ....... MAI~ RI/tL ~[.NEATI~ 'I'ILJ~ ~-~l A~JOVE 'III.E ......... IN. SEEPAGE Pl'f~ DIAMETER ....... OR WlL)rH_ ~, IENG[II ..... DEPTH Log Crib ___Rings ..... Crib Size: L}IAME'I ER ..... UEP~'H ....... DISTANCE FROM: WELL - '10TAI. EF'F['_'C'FIVE BUll. DING' FOL3NI')AYION._~ NE'AREST I_OT t INE ....... ABSORPTI.ON AId:A (WALL AREA) ........... Sq. FT. Cla SS L¢~_~ Depth: ........ J Well DistAnce ~'o: Lot Lin~-'~' ~ Bldg* ~ Sewer Line: ---J Pipe $~a~ia':L s: ~ .of Bedrooms: Installer: Remarks: ~ MU" I G I P FiL I TY OF jAtyIGHORFIGE q, al DEPARTMENT r'+HEALTH AND ENVIRONMENTAL !'.OTECTION y i -1825 'L STREET, ANCHORAGE, AK. 9S .J1 �!('.�, ' 279-2511 Ottil—SITE SEWEFZ PERM PERMIT NO. < 77627 ) APPLICANT JIM FJUGEFJ BX. 106 E. R. �J 344 5991 LOCATION B C 00 LP. LEGAL LT.51S8T15NR1W LOT SIZE 100000 SQUARE FEET TYPE OF SOIL ABSORBTION SYSTEM IS: TRENCH MAXIMUM NUMBER OF BEDROOMS = 3 SOIL RATING CSO FT/ER)= 85 THE REQUIRED SIZE OF THE SOIL ABSORPTION SYSTEM IS: dEF�'TH= 7. S L-Et+IGTH= Z51 GRnVl-=L- L?EP'TH= 4. THE LENGTH DIMENSION IS THE LENGTH CIN FEET) OF THE TRENCH OR DRAINFIELD. THE DEPTH OF A TRENCH OR PIT IS THE DISTAFJCE BETWEEN THE SURFACE OF THE GROUND AND THE BOTTOM OF THE EXCAVATION (IN FEET). THERE IS NO SET WIDTH FOR TRENCHES. THE GRAVEL DEPTH IS THE MINIMUM DEPTH OF GRAVEL BETWEEN THE OUTFALL PIPE AND THE BOTTOM OF THE EXCAVATION <IN FEET). FZEGeU I RE[? SEF='TIC TFFtJK SIZE= 1 c3(DQ GALLOtJS F:='FiCF<F=l GE F='LF=l tVT OF}T 101 " A PACKAGE PLANT MAY BE IFJSTALLED AT THE PERMITTEE'S OPTION SUBJECT TO THE FOLL014ING CONDITIONS: 1. EITHER A CLASS I OR II NSF APPROVED PLANT MAY BE IFJSTALLED. 2. A CONTINUOUS MAINTENANCE AGREEMENT IS REQUIRED. IF A MAINTENANCE AGREEMENT IS NOT KEPT CURRENT YOU MAY BE REQUIRED TO ENLARGE THE SOIL ABSORPTION SYSTEM AND/OR YOU MAY BE SUBJECT TO PROSECUTION. ---------------------------------------- --- --------------------------------------- --- TWQ < 2� ] I tJSP ECT I 4tJ5 F=l FZE REGaU I REO --- BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION AND APPROVAL BY THIS DEPARTMENT WILL BE SUBJECT TO PROSECUTION. MINIMUM DISTAFJCE BETWEEN A WELL AND ANY ON-SITE SEWAGE DISPOSAL SYSTEM IS 100 FEET FOR A PRIVATE WELL OR 200 FEET FOR A PUBLIC WELL. OTHER, REQUIREMENTS MAY APPLY. SPECIFICATIONS AND CONSTRUCTION DIAGRAMS ARE AVAILABLE TO INSURE PROPER INSTALLATION. PERM I T EXP' I RES F>ECEMBER 31r 1.537'7 I CERTIFY THAT 1: I AM FAMILIAR WITH THE REQUIREMENTS FOR ON-SITE SEWERS FORTH BY THE MUNICIPALITY OF ANCHORAGE. 2: I WILL INSTALL THE SYSTEM IN ACCORDANCE WITH THE CODES. 3: I UNDERSTAND THAT THE ON-SITE SEWER SYSTEM MAY REQUIRE RESIDENCE IS REMODELED TO INCLUDE MORE THAN 3 BEDROOMS. SIGNED: ISSUED APPLICANT JIM NUGEN' U AND WELLS AS SET ENLARGEMENT IF THE V3. 0 • 11 U "I I F FHL- I Tom' Cl F= Ht'-.ICHIDf?r=el7iFF_ DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION / 2516 E. TUDOR RD., ANCHORAGE, AK. 99507 276-2221 IJEL.L FIEF=:Y•1 I T PERMIT NO. i 77047 ) APPLICANT DAWN SRLZWEDEL 1200 DIMOND BLVD SPACE 1201 344-599:1 LOCATION 077 E:Ik-1-HW 1 0 LOOP iP LEGAL L51 W T15N R:lt•1 Ac a LOT SIZE 16=8900 SQUARE FEET MINIMUH DISTANCE BETWEEN H WELL AND ANY ON-SITE SEWAGE DISPOSAL SYSTEM IS 100 FEET FOR H PRIVATE WELL OR 200 FEET FOR H PUBLIC WELL. HELL LOGS ARE REQUIRED AND MUST BE RETURNED TO THE DEPARTMENT WITHIN 10 DAYS OF THE WELL COMPLETION. SPECIFICATIONS AND CONSTRUCTION DIAGRAMS ARE AVAILABLE TO INSURE PROPER , INSTALLATION. F'Er_t1 I 7" 'v'HL I C� F=CiF=: flt-JE 'r FFCF' F= F'i=Nt•1 I .i_1F I CERTIFY THAT 1: I AN FAMILIAR WITH THE REQUIREt•ENTS FOR ON-SITE SEWERS AND WELLS AS SET FORTH BY THE MUNICIPALITY OF ANCHORAGE. 1 WILL INSTALL THE SYSTEM IN ACCORDANCE WITH THE CODES. SIGNED :-1.t-12CL?2C-.%--joitt�{it1.Q..C1e-------------- APPLICANT C:AWtG�SALZWEDEL ? ISSUED lED BY _-- --- __-d-1 _--------DATE_a = I M -W DRILLING, INC. DRILLING LOG Well Owner lien Salzwedel Use of Well Dor• Location (address of: Township, Range, Section, if known; or distance main road L 51 Sec. 8 T15N 8117 Chugiak Size of casing 61, pp��nepth of Hole 120 feet Cased to -1-2-0--7 feet Static water levelt. �;b(ive) (below) land surface. Finish of well (check one) open end (XX ); Screen ( ); Perforated ( ). Describe screen or perforation N/A Well pumping test at 20 gallons per (hour) (minute) for 1 ~ours with 1001. ft of drawdown from static level. Date of completion 6/9/77 WELL LOG Depth in feet from ground surface Give details of formations penetrated, size of material, color and hardness --L—To 2 Cnsin� stickun 2 TO !, Orrnnics C, TO i0 Silty rrnvel —"To ?0 Clw TO £, Clw t, �rpvnl 11G TO120 ldater sand and gravel TO TO TO TO TO TO NIVN •A Certified Cortraetur M-1 YC /J 2 — STATE 0 Russell Oyster 694-2774 Soils 8- Foundations Performed for.' Name: Mai 1 tng Address: Legal Descriptton:_.~Z~7' c,~ ~epth (feet) PIVIENT CO. 2 6' ,E GEO, £CFINICAL E~ DE!VEL Box 90, Davis St., Eagle River, Alaska 99577 694-2774 or 688-2280 , Earl Ellis · 688-2280 SOIL LOG : Land 'Development .Soil Characteristic,. 10____ 11____ 12. V 15 16 Ground Water Encountered: Yes Proposed Installatton: Seepage Pit_ Comments. /~7~y/ f2~'66E /d,,~,60. OON g~'667u A4,,I.O,~LOON ,< `lg\`�3'a 1� �>♦ Smolt .►oma, : ''� •� �,•.,9�1 ,%-'G '11:� :c^ � N: w m• L "` PI �•% ' ra i N00'12'010W 299.43 CO 00 (7 L co z . a. D —� 2y (n + In i ZJ v \' $" on A �m to m I fav �m R m iD 2 N S n / O U00 .ZJ U o "I l / I �. rZ u�i N (7 D D IT1 30' `✓� iDENI1q �� Z HOPS o D I II I N I 1f U' I k O I Ln I �0, I I N00'09'15'W 299.83 Ln I s to 1 h \ i coo o rn k ` 'CO r I co co � I Z � I