HomeMy WebLinkAboutTUSTAMENA TERRACE #1 LT 16Tustamencx
T rrac
Lot 16
#017-381-51
Municipality of Anch6rage
Department of Health and Human Services
On-Site Services Section 825 %' Street Room 502
P.O. Box 196650 Anctxxage. AK 995196650
www. d.andxnage.ak.us (907) 3434744
Page of
ON-SITE WAST~WATER DISPOSAL SYSTEM ANBIOR WELL INSPECTION REPORT
~LEGAL DESCRIPTION
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SEPA~TION D~TANCES
Tank
Permit Number:.
~ Z/_ . /~ PIDNumber:. ~31-1-~1-.~'/
~t rSystem.' ~New [] Upgrade
'~'~/-; ~/&~ Z,~,~ '~ ~ ~ ABSORPTION FIELD
TANK
~.~ I-I $.T.F-P. I'1
-- LIFT STATION
BENCH~RK
Inspectionsperformedby:_/~"/{/~ ~"tlJ/#~O,9,~ Dates: 1",~7/Io/0o ~9-- ~ *
2~ t
Depa~ment of Health and Human Se~Ices ~,.. c~-~
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AS-BUILT SYSTEM DETAILS/SITE PLAN Pe,-~r~# svoooo73
TUSTAMENA TERRACE S/D, ADDN fllo LOT 16 PID# 017-381-51
'"'"~"'-' Lot 16
I ~ ~'.'_/..;. ~~,,. ' I
~ co co
~'~ ~~'~-" .... ..... ~i~i '~:~:~:':;'~ ,., ...., ..~]. .......................
( ;EPTIC ~ ~ S/AL~,
B-E:39.8' ~ ~ SEPTIC l= -:.%;~.".T<x,...'..:""', ',' :';;...-2'.,'::" ':>~:'.' ~
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~ ~ TA~K j~ :" ?~?:"'""~"::~ ~, ......... ~'"~" ~ r .-
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.~ j-'1250 GAL _]]=~ ....
............ ~ .-. SEVER ROCK: .':.. '",' .%,'.::,':.,'¥.' '~
K£RWIN KRAUSE
34~9 NEWCOHII DRIVE
ANCHORAGE. AK 99503
FIELD BOOKS ce.~r~'.~o: ~)
ENGINEERING
~,~ea~, SHERBAHN ~ ~C
st~ SHERBAHN ~ KMD 20441 PTARMIGAN BLVD.
~" s~Er~a~n ~m ~2/8/~o EAGLE RIVER. AK 99577-8736
~ ~ ~ 2837
MUNICIPALITY OF ANCHORAGE
Department of Health and Human Sen4ces
On-Site Sen/ices Program
825 L Street, Room 502
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343-4744
ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT
Initial
Date Issued: Apr25, 2000
Expiration Date: Apr 25, 2001
Permit Number: SW000073
Legal Description: TUSTAMENA TERRACE #1 LT 16
Design Engineer:. 0070 KND Engineering
Owner Name: Kenvin Krause
Owner Address: 3429 Newcomb Dr,
Anchorage, AK 99503-
Parcel ID: 017-381-51
Site Address: 013135 BADGER LN
lot Size: 55040 $O. FT.
Total Bedrooms: 4 Permit Bedrooms: 4
This permit is for lhe construction of;
[] Disposal Field [] Septic Tank [] Holding Tank [] Privy
[] Private Well [] Water Storage
All construction must 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 engineer must notify DHHS at least 2 hours prior to each inspection. Provide notification by calling
(907) 343-4744 ( 24 hours ). ( Not required for a Water Supply Permit only ).
4. From October 15 to April 15, a subsurface soil absorption system under construction dudng freezing weather
must be either. A. Open and closed on the same day.
B. Covered, sealed, and heated to prevent freezing.
Received By:
Issued By:
Date: 4/I .~..,~.-~ O e
]~X,,,,~ D ENGINEERING
20441 PTARMIGAN BLVD.
EAGLE RIVER, AK 99577-8736
(907)696-6111/FAX (907)696-8111
April 24, 2000
Municipality of Anchorage
Dept. of Health & Human Services
On-Site Services Section
P. O. Box 196650
Anchorage, Alaska 99519-6650
Subject: New sewer - Tustamena Terrace #1, Lot 16
Gentlemen:
The owner has requested we proceed forward to obtain a well and septic permit on
the subject lot. On August 11, 1998 we dug two testholes for the proposed system.
The results of these tests are attached. The general slope of this lot is toward the
interior of the lot from east and west at a grade of approximately 5-7% and then
northward at a grade of approximately 3-5%.
We have designed our system utilizing the western testhole we excavated for the 4-
bedroom house, which is proposed for this lot. The lot will be served by an
individual well. We propose to install a 2' wide deep trench. No water was
encountered during the excavation or monitoring.
There are no public or private wells within 200' of our proposed system location
except as noted. There is no surface water within 100' of the proposed system and
there are no known curtain drains within 50'. We do not expect there to be any
adverse effect on adjacent lots by the development of this system.
If you have any questions, please contact me at 696-6111/FAX 696-8111.
Respectfully submitted,
lI(I'~ ~ Engineering
~s, P.E.
attachments:
On-Site Sewer Application
Wastewater Absorption System Details/Site Plan
Soils Log/Percolation Test
WELL
& WASTEWATER DISPOSAL SYSTEM DETAILS/SITE PLAN
TUSTAMENA TERRACE S/D, ADDN HI, LnT 16
,,.,
D
% ..."
DESIGN DETAILS
4 BDRM X 150 GPD= 600 GPD
600 GPD/I.P GPB PER SO. IrT. = 500 SO. FT
500 SF/(;:" ¢~/) X 6' (O) = 41.67 FT. TRENCH
Use 1 trench 42' CL) x 2'(~/) x 6'(D)
TotQ[ depth o? system Is 9.0' From orlginQt grode.
Toro[ depth oF gravel betow pipes Is G.O'.
NOTES'
1. USE la50 GALLON SEPTIC TANK. INSULATE TANK IF 44' COVER.
2. INSULATE TRENCHES V/2' HO BURIAL FOAM IF LESS THAN 4' DF COVER.
3. CONTRACTOR VILL ENSURE MAXIMUM ~% SLOPE INTO SEPTIC TANK.
4. ADDITIONAL FILL ~,/ILL BE Al]DEB OVER SYSTEM TO ACHIEVE
MIN. 3' COVER.
PREPARED FOR:
KER~/IN KRAUSE
34~9 NE~,/COMB BRIVE
ANCHORAGE, AK 99503
Scale, 1'= 100'
PAGE 1 DF 2
~ ENGINEERING
20441 PTARMIGAN BLVD.
gAGLE RIVER, AK 99577-8736
98091 I(goT)sgS-Blll/FAX (907)696-8111
WASTEWATER DISPBSAL SYSTEM DETAILS
TUgTAMENA TERRACE g/I], ADDN II1, LBT 16
K
5-7%
D
erve Fie[
1250 S,T, 7
CO
,sed Prim~
4
FCO
PREPARED FOR~
K~RWIN KRAUS[
34~9 NE~C~MB I]RIVr
ANCHORAge, AK 99503
FIELD BO~S ~
~= ~H~R~AHN o*~: 4/17/00
o~ ~ ~ 2837
*c~ err.: 98091
,m .~.: 98091
Sco. le, 1'= [~0'
PAGE 2 DF 2
]~_) ENGINEERING
20441 PTARMIGAN BLVD.
EAGLE RIVER, AK 99577-8736
20441 PTARMIGAN BLVD.
EAGLE RIVER, AK 99577-8736
Performed for:
SOILS PERCOLATION TEST
Kerwin Krause
Date Performed: 08/11/98
Project:.
Tustamena #1, Lot 16
TEST HOLE # 98-1
11.
16-
17-
18-
Depth
(Feet)
ORG - brown, rootmat
SI'/SW- fine, slight silt
SW- w/graveL no silt
trace ofsflt
B.O.H. hard pan
SEE ATTACHED SITE PLAN
FOR HOLE LOCATION
Was Ground water encountered? NO
Depth to water after monitoring? NO
What depth? NA
Date? 08/18/98
Reading Date Gross Net Depth to Net
Time Time Water Drop
1 8/11/98 1:00 8"
2 1:10 10rain 310/16" 46/16"
3 * 1:11 8"
4 1'.21 10rain 311/16" 45/16"
5 * I.'~ - 8'
6 1'.32 10rain 314/16" 42/16"
7 * 1'.33 - 8"
8 1:43 10rain 3 15/16" 41/16'
9 * 1:44 8"
10 1.'~ 10rain 4" 4"
11 * 1:55 8"
12 2:05 10 rain 4" 4"
· Water Added
Percolation Rate 2.5 (rain/in) Perc Hole Diameter 6"
Test Run Between 4.~; feet and 5.5 feet
19-
20-
HOLE PRESOAKED
PRIOR TO TEST
I, Kenneth M. Duffus, certify that this test was performed in accordance with all State and Municipal guidelines in
effect on this date.
20441 PTARMIGAN BLVD. ~...~.~,-~.~.~., '~ * ~
EAGLE RIVER, AK 99577-8736
Performed for: Ke~in Krause Date Perfo~ed: 08/1~~
Project:. Tustamena #1, Lot 16 TEST HOLE # 98-2
Depth
(Feet) I
ORG - brown, rootmat
SP/SW- fine,grain slight silt
SEE ATTACHED SITE PLAN
FOR HOLE LOCATION
WasGround waterencountered? NO What depth? NA
Depth to water after monitoring? NO Date? 08/18/98
SW- w/gravel, trace of silt
Coarser send with depth
trace of silt
-- B.O.H.
Reading Date Gross Net Depth to Net
Time Time Water Drop
1 8/11/98 2:00 8" -
2 2:10 10rain 21/16" 515/16"
3 * 2:11 8" -
4 2:21 10 rain 2 4/16" 5 12/16"
S * 2:22 8"
6 2'.32 10min 26/16' 510/16"
7 * 2'.33 8"
8 2:43 10 rain 2 8/16" 5 8/16"
9 * 2:44 - 8"
10 2:54 10 min 2 8/16" S 8/16"
11 * 2'.55 8.
12 3:05 10 rain 2 8/16" 5 8/16"
· Water Added
Percolation Rate 1.82 (min/in) Perc Hole Diameter 6"
Test Run Between ~ feet and ~] feet
19-
20-
tlOLE PRESOAKED
PRIOR TO TEST
I, Kenneth M. Duffus, certify that this test was performed in accordance with all State and Municipal guidelines in
effect on this date.
Sent By: KND ENGINEERING;
9076968111; Apr-25-O0 10:51AU; Page 2
~/11/1~8 28:84 ~873379~4 ~!41N 3
~ WA~R~LL- ST PUMP ~PORT
Sent By: KND ENGINEERING;
~/111~98 26:64 ' 9673~244
9076968111;
ApP-25oO0 10:52AU;
~-~d~N J~J~
Page 3/5
PAGE e2
WATERWELL - TEST PUMP REPORT
Sent By: KND ENGINEERING;
9076968111;
ApP-25-O0 10:52AM; Page 4/5
~07-243-074~ I~.7
NORTHERN TESTING LABORATORIES, INC.
807-~43-D74~
NORTHERN TESTING LABORATORIES, INC.
Sent By: KND ENGINEERING;
9076968111; Apr-25-O0 10:52Akl;
.:.;-=...,. : I~WIN J ~
:
NORTHERN TESTING LABORATORIES, INC.
Page 5/5
PAGE 84
· -, . _ ~ _ . _ . OF F~N~Z:H?'~,~:E~L~E
DEFF~RTHEN-F L HEHLTH HND ENVIRONMENTFtL , OTECTION
,_,~._ '"L" STREET., HNL. HU~.H~E, RE.
264-4720
~.*~ELL F'ER:E'1% T
TOM PRIE:E SF.'.FI BA~':: -'..,'SL ...........
LOT 16 TUSTFIt"IENR TERRACE LOT SIZE
FIF'PL i CFIN'~
L ]tCFIT i ON
LEGFIL
999999 SC¢_IRRE FEET
MINII,1UM B, ISTFiNCE BETHEEN FI HELL FIND ANY ON-SITE SEI4FIGE DISPOSFIL SYSTEM IS
±00 FEET FOR ¢1 F'RIk,'RTE HELL OR ±50 TO 200 FEET FROM Ft PUBLIC HELL DEPENDING
UPON THE T'.r'F'E OF PUBLIC HELL.
MINIMUM DISTF.~NCE FROM FI PRI'¢RTE HELL TO FI PRIVATE SEHER LINE IS 25 FEET AND
TO R COMMUNITY SEHER LINE IS 7'5 FEET.
HELL LOGS ARE REQUIRED FIND FIUST BE RETURNED TO THE DEPflRTMENT HtTHIN ]:0
OF 'THE HELL COMPLETION.
OTHER REQUIREMENTS MAY FIF'PL'¢. SPECIFtCFITION'_=; FIN[:, Ci~NSTRUCTION DIAGRAMS ARE
FI',,,'RILRBLE TO INSURE PROPER INSTALLATION.
i CERTIFY THR'F
$: I RH FFtI',IILtFIR HITH THE REQUIREMENTS FOR ON-SITE SEWEF::S FIND 1.4ELLS -'- _,ET
FORTH B'¢ TNE MIJi'.~ I C
--.. T HILL INS'I"FILL THE x,=,:,TEII IN FI-:F:FIRDFINF:E klITH THE CI-E:,ES.
L--,; I GNED :~-~ ...... - ................
'¢4. 0
P'Q U Cl-I 6-650
ANCHORAGE, ALASKA 99502-0650
(907) 264-4111
T,)NY ~(NOWI ES
<Permit ~: 820051
· January 31, 1983
TO: Permit Applicant
Subject: Lot 16 Tustamina Terrace Subdivision
A permit issued by this department for an individual well
and/or on-site sewer system has expired as of December 31,
1982.
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 needs to be sent
to this department for documentation of the installation
date and to close the permit.
If a private engineer inspected the installation of the
on-site sewer system, please have them send us the as-builts
for our files and documentation.
If there are any further questions, please call this office
at 264-4720.
Sincerel~
Robert C. Pratt, R.S.
Acting Program Manager
Sewer and Water Program
RCP/ljw
enc: Copy of Permit
SWP/057
PERMIT .NO.
DE:PF!FfTh!ENT ,.. HERLTN FIND EN',/iF'.ONMENTP, L r ~tOTEC"i'ZON
825 "!...'" STREET., FfNCN, ORRGE, F~K. 995E~
RPPL, ~ C FI,, N T
LOCFIT ! ON
LEGRL..
TOi'd PR ~_ C:E
L.±6 'TUSTRNINFI TERRF!CE
LOT SI:ZE
3:~5'-±±79
55E;49 'gQUFIRE FEE]"
M):N!MUi',I DtSTRNCE BE:'f'HEEN R HELL RND RNa-' ON--.S!TE SEWRGE DtSPOSRL '.5'¢STEM iS
19(:~ FEET FOR R PRZVRTE HEL.L OR ZSE~ TO 2E~8 FEET FROM R PUBLIC glELL DEPENDING
UPON THE T'¢PE OF PUBLIC HELL.
MZN!MUM [:,ISTFINCE FROM B PRIVRTE HELL TO R PRZVRTE SEHER L. tNE IS 25 FEET RND
TO R COMMUNITY E;EHER LINE I~ 75 FEET.
NELL LOGS RRE REI]]UIRED Ri',!D MUST BE RETURNED TO THE DEPRRTMENT NiTHIN gE~ DRYS
OF THE NELL COMPL. ETION.
OTHER RE~/~UiREt'IENTS MR"r' RF'F'L?. SPECIFiCRTZONS FIND CONSTRUCTION DIFIGRF41"IS FIRE
R'¢RILRBL.E TO ZNSURE PROPER INSTRLLRTION.
I CERTIF'¢ THRT
±: I RH F'RN!LIF!R HITH THE REQUIREMENTS FOR ON-SITE SEHERS FIN[:, WELLS RS; SET
FORTH B? THE MUNICIPRLIT? OF IqNCHORRGE.
2: ]' P.!ILL INSTF!LL-THE :S'¢STEM IN i~CE:~'.E:,F!NCE P.ttTN TNE CODES.
~ ~~]:E , ,
December 6, 1976
Rolf Strickland
Municipality of ~nchorage
3500 Tudor Road
Anchorage, Alaska 99504
Dear Mr. Strickland:
Attached is a print showing two proposed well locations. These
wells would serve lots .8 through 16, Tustemena Terrace. I would
appreciate your views on the proposed location.
Very truly yours,
Thomas E. Price
Box 81
Anchorage, Alaska 99510
TP:TWG:Sgm
R £EIV D
December 5, 1976
~r, Thomas E. Price
Box 81
Anchorage, Alaska 99510
SUBo[CT, Public Wells (2) to Serge Lots $ Though t6, Tustemena Terrace
Subdivision
Dear
The ~unieip~ity of Anchorage Department of Health and Environmentel
Protection has reviewed the two pro~sed public well sites. We have no
ob]ections to th~ two ~ites and by this letter authorize the two well~ to be
!Ye will e~peet complete engineering on the water systems prior to their
beil}g Installed, This is to insure compliance with the Alaska Ad{~Mnistrative
Code governing public water supplies.
Should you have any questlofis regarding this matter, please contact
this office,
Sincerely
Roll Striekland, R
Envtroranental Engineering Manager
RS/tw