HomeMy WebLinkAboutT11N R3W SEC 3 LT 3 OF 2
POU,.JH 6-650
ANCHORAGE, ALASKA 99502-0650
(907) 264-4111
TONY KNOWLES,
MA YOR
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
Permit #: 840887
January 31, 1985
TO: Permit Applicant
SUBJECT: TllN R3W Section 3 Lot 2
A permit issued by this Department for an individual well
and/or on-site sewer system has expired as of December 31,
1984.
Permits are issued on a calendar year basis by authority
of Municipal Ordinance° A new permit must be obtained from
this Department for any well and/or on-site sewer system not
installed by the expiration date.
If you have drilled the well, a well log needs to be sent
to this Departmen% for documentation of the installation
and to close the permit.
If a private engineer inspected the installation of the
on-site sewer system, the original as-built inspection report
and the yellow copy must be sent to this office for review
and approval, and for documentation.
If there are any further questions, please call this office
at 264-4720.
Sincere ly,
Keith E. Bandt, Supervisor
Environmental Engineering Program
KEB/ljw
enc: Copy of Permit
SWP/057.
PERMIT
DATE TO~:
CONTACT F'HONEE:
L..I:.Gr- .... DESCF~. ]:P:
LOT ,_~ I Z r=.
840887 ENGINEERED
10 / 18/8-4-
ROB[ERT S WADDIELL
P 0 BOX ii1477
?F74-892ANCHORAGE:, AK ~95:t
SUBDIVISION: :qA
..... [.F.,ON. 51 TOWNSHIP:
:39650 ( .... ~ T . OR A(_,~E:S)
1 :LN
/
/
LO'T': 2 BL.(]CI<: NA
RANGE:
certify that:
].. I am Cami].iap with the veclu:i, vemen'Ls for'
[or"Lh by 'Line Municipality e£ AnchoPage (MO
I will install the ?~ystem in accordance
arid J.n cempliance with the desig'~ c~ itep~a o{
Z will adhel'e t.o all MO~ ano State o£ A.~
distances Er'om any exist:Lng well, wastet~
sewerage syst. em on t. h is or any adjac:ent.
· Line S~ate o~' Alaska,
MOA,~:)des arid r'egulat:LoF~s:,
pe /mit.'
IF A LIFT STATION IS INSTALJ._ED IN APl
THEN (1,) AN EL. ECTRICAL F'ERM]:T. AND IN
WILL NO']' BE APF'F~OVED WITF'IOUT AN
E:I_ECTRICAL WOf:~.l< MUST BE DONE BY A
EA COVI
BUILDII'-.iG r' '~"~r::'c,
BEE (]B'Ii'A I NEE]); (2)-.,,:~ :.,.R[ I'r I~. - .,. -.'~' c:!,..
I ,, RE:POF~T; AN):) (3) THE
S I GI',IE D
APPL I CAN-F:
! SE~UED BY
F:(OBEI:;'.T S WADDELL
DA]'E::
D A T E:
ALASKA i dlROFIm nTAL COnTBOL SeRuiCeS, lilC. o
~nclineerincl 6 ~nuironmental Studie~
SPECIFT~CAT[ON5 FOR FIVE WIDE DRA[NFZ'ELD - T.ZJN R3W SECTION 3 LOT 2
1.0 GENERAL
Z..Z THE DRAWT-NGS, SHEETS i THRU 4, SHALL BE PART OF THIS
SPECIFIC A TION.
1.2 ALL hlATER;[ALS AND WORKMlqNSHIP SHALL MEET THE
RE~U£REMENTS OF ANCHORAGE DEPARTMENT OF HEALTH AND
ENVIRONMENTAL PROTECTZ. ON PERh~.ZT.
1.3 ALL EXCAVATIONS AND DEPTHS ARE ADVISORY ANO ARE TO BE
VERIFIED IN THE FIELD BY THE CONTRACTOR.
2.0 THE LIFT STAT[ON (NOT USED)
3.0 FIVE-FOOT WIDE DRAINF[ELD
3.1 THE GRAVEL FOR THE FIELD SHALL BE SCREENED TO THE S£ZE5
INDICATED; 0.5 TO 2.5 INCHES.
3.2THE BOTTOiVl OF THE EXCAVATION 5HALL BE RAKED WITH THE
BACKHOE BLADE TO T_NSURE THAT THE BOTTOivl HAS NOT BEEN
COi'4PACTED DURING EXCAVATT_ON.
.~.3 0BSERVAT£ON PIPES SHALL BE PLACED AS SHOWN IN THE
DRA WINGS. THEY SHALL BE RIGID PVC.~I~ 3033 D~
THE SECTZON SHOWN WITH HOLES fifAY~E
HOLES ~ ~ INCH CENTERS ON OPPOSITE SIDES OF THE PIPE
OR A SECTION OF REGULAR PERFORATED 5EWER PIPE I'4AY BE
CLAMPED TO THE SOLID SECTION WITH A NO HUB COUPLIZNG OR
SOLVENT 30INT. A RUBBER RAIN-CAP ¢,.7[~CAP OR E~UAL)
5~I. AgL.-BF-,_gLACED ON THE TOP OF THE PIPE.
.~NSULAT£?_~i~' ANY SHALL BE DOW EXTRUDED BLUE 5TYROFOAIvl
BT, T;~TC¢- OR E ~Ul'VALENT.
3.5THE TOP AND SIDES OF THE BED SHALL BE PLANTED WITH
WHITE CLOVER 4ND RED FESCUE ivlIX OR BLUE GRASS.
3.~ THE SEPTIC TANK AND DRA[NF£ELD ivlUST NOT BE CLOSER THAN
100 FT. TO ANY EX.'~ST[NG PRIVATE WELL OR BODY OF WATER
AND SHALL BE NOT CLOSER THAN 150 FEET FROM EXZST£NG
CLASS C WELLS OR 200 FT FROIvl ANY CLASS A OR B WELL.
-~.7 THE DISTRIBUTION PIPE SHALL BE 4 INCH RIGID PERFORATED
PVC OR POLYETHYLENE. THE PIPES SHALL BE LAID LEVEL.
3.8 THE BERM AROUND THE DRAINFIELD SHALL BE CONSTRUCTED OF
£1"IPERhlEABLE MATERIAL, AND ON lq SLOPE OF 1 FOOT VERTICAL
TO 3.0 FEET HOR£ZONAL.
4.0 INSPEC T£ON
4.1 THIS DESZ'GN WILL REQUIRE AT LEAST TWO ~2) INSPECTIONS
8Y AN AECS ENGINEER TO ENSURE OUR RECOIvlhlENDA£.[ONS OF
DES£GN HAVE BEEN FOLLOWED. It-- AECS DOE5 NOT INSPECT
THIS 1NSTALLAT£ON, lqECS W£LL NOT BE RESPONSIBLE I:OR ANY
PART OF THIS DESZGNo
1200 UJest 33r~J Auenue. Suite ~ ,, Anchoru§e. Alusku 99503 ,,(907] 561-5040
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
825 L. Street, Anchorage, Alaska 99501 264-4720
SOILS LOG - PERCOLATION TEST
PERCOLATION
TEST
PERFORMED FOR:
LEGAL DESCRIPTION:
1
3
4
5
6
7
8
9
SLOPE
SITE PLAN
10
11
13-
14-
15-
16-
17-
18-
19-
20-
WAS GROUND WATER S
ENCOUNTERED? ~JO L
O
P
E
IF YES, AT WHAT
DEPTH7
Gross Net Depth to Net
Reading Date Time Time Water Drop
PERCOLATION RATE C~ ~-~ (minutes/inch)
TEST RUN BETWEEN '~ FT AND
5'T~'-~ O % "~- CERTIFIED BY:
72-008 (6/79)
ALASKA ENVIRONMENTAL
CONTROL SERVICE~'-~NC.
1200 West 33rd Avenue Suite B
ANCHORAGE, ALASKA 99503
Phone 561-5040
SHEET NO. / /'~,- OF
CALCULATEO "¥ ,f)'~-'~'~
/
CHECKED ~Y DATE
SCALE
ALASKA ENVIRONMENTAL
CONTROL SERVlCF'~'~INC.
!200 West 33rd Avenue Suite B
ANCHORAGE, ALASKA 99503
Phone 561-5040
JOB
SHEET NO
CHECKEO BY DATE
SCALE
ALASKA ENVIRONMENTAL
CONTROL SERVlCF~ INC.
1200 West 33rd Aven~ Suite B
ANCHORAGE, ALASKA 99503
Phone 561-5040
ALASKA ENVIRONMENTAL
CONTROL SERVlC?'h INC.
12OO West 33rd Avenue Suite B
ANCHORAGE, ALASKA 99503
Phone 56:1.-5040
SCALE
December 29, 1978
#780826
Robert S. Waddell
Star Route A Box 1500A
Anchorager Alaska 99507
subject~ TllN R3W Section 3 Lot 3
A permit issued by this department for well and/or
sewer system has expired.
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 installation
date.
If there are any further questions, please contact
this office at 264-4720.
Sincerely,
Les N. Buchholz, R.S.
Senior Environmental Specialist
LNB/ljw
enc: copy of permit
I::' E I:;d"l 1i: T NO.
I.::,EF:'FIFi:THE:I'.,FF OF HEFIL.'TH Fli'.,l[:, I:L::NVIF?.Oi'-,!MENTFIL. F'I:tO'I'EC:'T'!Ed'-4
:B;:ii:5 '"1..'" S"f'REET., Fff',!CHO!:~:I:::ICJE., F$::. 99!il;Et!.
B,4 ~:~ ~_... I~ .... ~::!! [".-,~! IL-D, CZ~, ["...~ --.... :~.:_'".~: % ~"F" IJF~ E~/5; E:E: B.-~ EEC F;.t F:" E.i:Z E~;;;'_' [",,'lJ :I~" ' ~'"'
,:: '78E'~826 ::,
F::IF'P L ii: C FtI",FI-
L. OCFFF I
L.ECqaL.
S. I4RD[:,E L[
FIVE
T-lID
S F!-:i BO',:.:;
T"r'PE OF' '?!;CI!L I::[E~SEIREFTION S"r'STEM ZS: T[;~:IENE:H
I..OT SIZE
PIFI',,'::_(ML!M NUME:ER Of::' E:EI,)F;d3OMS =
SOIL,_ RI::ITING ,::S6! F'T,.,'BR:: .... &56
THE B'.EC!UIFi:EE:, SIZE: OF THE SOIl.. I:::iE:SORF'T!ON S'-r'STEP'I IS:
TIlE LENGTH DIMENSION ZS THE L. ENGTH ( ZN FEE'I-> OF 1'HE TRENCH (3[;~'. DF:F!I!',f!::'ZELD.
THE [:,EI;:'TH OF FI 'I"I:;;%IqC:H (][R PIT IS THE DiSTIqNC:E [~:E'I'PlEEN THE SI.JI:;~F:FICE; OF THE
Gi:['.OUNE) FIND THE BOTTOM OF THE EP;;CFI'%,'FITION (IN FEET).
TI-'IEI:~:E IS NQ SET 14!DTH F(]R TRENCH[ES.
THE GF~:FI',/EL [)EF'TH IS THE MINIMUM DEF'TH OF' G!:;'.FI',/EL_ E:ETPlEEN THE OI...I"I'F'I~LL F:'IF'E
Rf',ID THE BEFI"'I"OI"I (]F' THE E',:':',CFI',/FIT!O!',[ (IN FEE;T).
PERMIT FIF:'PLICFINT Hl::r/:'; THE RE::_:;F'ONSIE:ILIT'r' TO INI:::OR.M THIS I_)EI:::'I::IRTMENT [:,UF?.I!',IG THE
If",ISTFILI,.J::I-f-ICII',I ZNSP[EC-I"IONS OF t::1i',1'¥' 1.4ELL~S FID3FICE!",fT TO TI-lIE; PF;'.OF'EF~:T'.¢ F:liq[)THE
I',!UI"IE:Ed:;~: OF F~:ESZI)EBIC:ES 'I"I'"IFIT THE 1.,.IEI,..L.t.4ZLL.
li~:l::lC:!'(F' i LL. I f",t(_:i OF Fl[",!'t' S'¥'STL:]'I t.41 THOUT F I NFl[.. :[ i',!SPECT :I: Ol",l FINE:, F:tI'::'I::'F~:O"/FII.. B"r' TFt Z S
DEF'I::IF?.TMEI",IT I.,.lI[...L. BI:i: SUEL)'EC:T TO P!:'?.OSEE:UTIOF,L
M I N I !','IUM [:, I S'I"F:fI',ICE BETNEE!'4 I';:! k!EL.L FIND l::tt'.~'~.' [31'.,t-'.:~; I TE SEI.,.It::IEi[~ D ! SPOSI::IL. S'-r'STIEM :['_'.:.';
±Cub FEET I::'OF;~ FI F'I:~:I',,,'FFFE I.,.!EI...L.~
j.!~;ilZi TO ;.:_"'~!lL:) F'E[:_'T FF?.OM Ft I::'1.~11:/iil...;[(:: !4EL. L E)EI::'Ei'.,IE:,ItW(3 IJl::'O['q TFIE T"r'PE OF F:'IJI~31..IC NELL.
NELL LOGS I::!R[F. F?.I.C64LIZF.'.IE[:' FIND Mt. IST BE: !:;?.ETLIF,:NIEIS, '1"O THE [:'Et:::'FIF?.TI'qEi]q'I" P!II-I"[ZN ~:E~ !')F:I"r'S
OF "l"lqtE HELl._ C:OI'4PEE"I"ZOIq.
OTHEI:?. I:;;'.E~:!U I RE;MEN'TS MFI"r' FIF'PL"r'. :'~;PEC: ! F' I C:FFt" :i' EINS I::)N[) C:OI".ISTF;:LII~YI' I 0t",! 1'::, I t::l(]iRt::li"l'-:ii; FIF;?.[E
F'I',,,'F:IZ[.F:IBLE TO iNSI..IF~:E F'I:;i:OPEI:;;'. IfqSTFIL.L.F:I!"IOt",L
I C:IERTIF:"r' THI::I-I'
:!.: IRt"! I::fiI'"I!LJ:RR I.,.II-['H THE Fi.'EC. iUIRI:E!"1EBITS t::'OF~: OI"4"."S!-I"E SEP.!EF?.:~; FIN[:, [,.1[!!;[_.[...!~; FtS .':.i;E'T
t::ORTH [3'T' THE:: MLIf,tICII:;'FILIT'.r' OF FIt'.,IC:HOR. FI[~iE.
;2.: I .I.,.lILL. tNS'f'FILL TI'IE S'.r'STEM Ii',l FIE:C:OI:,;:E:,FII'.,!E:E: I4ITH THFi CODES.
:~:: t IJI'qDEI:;?.r~i~;Tt::IND TI-IRT TI'.IE: Of'q-SITE SEP.IE[;~: :E;"r'S'f'EJiM I'1F1"¢ RE¢i:!U!RE ENL.I:::II'4:Gf;~MIiCt'-.rI' Ii::' "I'HE
i :ESI[:,EF,!(]E: IS F~:EI"IO[:,ELEI);'r'o IF,IC~..~i:,E MOI'<:E 'THRI'.,I 3: r-3E[:,I:~:OCd',IS.
I::iF'PL I C;FJ~',I1" I:;.'.'C¢gEli:T S. I,.IFIE:,D[:iLL
July 27, 1978 R&~'I No. 851133
Real Estate Corner of Alaska
555 West Northern Lights Boulevard, Suite 202
Anchorage, Alaska 99508
Subject: Soil Investigation for Sanitary Sewer Sysiem,
Sec. 3, TllN, R3W, S.M., Alaska
Lot 3, Sec. Lot 2,
At your request of July 24, 1978, we conducted a subsurface soils investi-
gation at the proposed location of the sanitary sewer system on the subject
lot. The investigation complied with those procedures required by the
Municipality of Anchorage Department of Health and Environmental Protection.
This investigation~ which was accomplished on July 26, 1978, consisted of a
test hole drilled to a depth of 1~' feet below the existing ground surface.
The test hole was sited according to your instructions and its location is
shown in attached Drawing A-01. Drilling was accomplished with a rotary
drill rig using continuous flight sol~d-stem auger with an outside diameter
of 6 inches. A sample was taken at the depths shown on thd soils log in
Drawing A-01. The sample will be held in storage at our lab for approxi-
mately six months. In addition, all material brought to the surface by the
augers was continuously monitored by an experienced engineering geologist.
The topography at the drilling site is generally gently-sloping. At the time
of the investigation the site had original vegetation consisting of spruce
and alder. The top of the test hole was located at original ground surface.
T~e soils encountered in the bore hole are shown in the te~ hole log in
Drawing A-01. This log displays specific conditions encountered at the test
location. However, subsurface co~ditions may vary in other parts of the lot
without any apparent surficial evidence of the change. Groundwater and
bedrock were not encountered. At the time the hole was drilled seasonal
frost was not present and permafrost was not encountered.
A percolation test was performed within the bore hole at the depth shown in
the attached Table 1. Ail depths were measured from the top of the hole.
The data in Table 1 show average infiltration from the depths indicated to
the bottom of the hole. The measured percolation rate was ~.7 minutes per
inch.