HomeMy WebLinkAboutBLUE BEARY ESTATES TR 2Onsite File
Xlue Beary Estates
Mr. Ross Noffsinger, P.E.
Acting Building Official,
Engineering Services Manager
Municipality of Anchorage
Development Services Department
4700 Elmore Road
P. 0. Box 196650
Anchorage, Alaska 99519
Subject: Blue Beary Subdivision, Lo 6
Mr. Noffsinger:
N' .l -r✓ Z. $RnW
18 April 2018
I want to first off say thank you for meeting with use concerning this subdivision yesterday. As we discussed, I am
writing to acknowledge that Lot 16 has an un -approved wastewater system serving the structure. The structure on
this lot is not inhabited currently, and would take a significant remodel project to make it inhabitable. The Trust
does not have intentions at this time to sell lot 16 after the subdivision is approved. The Trust acknowledges that the
sale of this lot will require either razing the building and abandoning the existing cesspool, or upgrading the
wastewater system to meet the current code.
If you have any questions or concerns, please contact me at 907.272.8218.
Sincerely,
Ron Alban
Trustee
Marilyn Newell Living Trust �� �o /��"'C �0✓b�oS �/
3150 C Street, Ste. 250
Anchorage, AK 99503�O
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Permit Number:
Tax Code Number:
Work Type:
Permit Effective Dates:
Design Engineer:
Subdivision:
Site Legal Address:
Owner/Address:
On-Site Wastewater Disposal System Permit
OSPl11178
02002128000
Septic
August 10, 2011
MUNICIPALITY OF ANCHORAGE
Development Services Department
On-Site Water & Wastewater Program
4700 Elmore Road, PO Box 196650
Anchorage, AK 99519-6650
Telephone: (907) 343-7904
Upgrade
to August 09, 2012
PANNONE ENGINEERING SERVICE
T11NR2WSEC 6
T11N R2W SEC 6 E2NW4, SW4NE4 G:3243
NEWELL MARILYN LIVING TRUST
11001 OMALLEY CENTRE DR #202 ANCHORAGE AK 995150000
~o~cnt
Delmar tme~ t
Site Mailing Address:
15701 NEWELL DR, Anchorage
Lot Size in Sq Ft:
Total Bedrooms:
5227200
4
This permit is for the construction of:
Y Disposal Field Y Septic Tank
N Holding Tank N Privy N Private Well N 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 wastewater code requires inspections during the installation. The engineer must notify the Development Services
Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either:
A. Open and Close on the same day.
B. Covered, sealed, and heated to prevent freezing.
Received By: ~~ ¢~ ~ '~/-~ '"~////"'~"~/'~-~'(k Date:
Issued By: ,~ ~ ~ ~ ~( ~ ' /; ~'~
,.,~ ',: ,~ ~ . ,.,.,,!,' r~, ~,t,,'~ ~ Date:
Community Development Department
Development Services Division
On-Site Water & Wastewater Program
I UNICIPALITY OF ANCHORAGE
Phone: 907-343-7904
Fax: 907-343-7997
Mayor Dan Sullivan
ON-SITE SEWER/WELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Parcel I.D. O'Z-¢
Property owner(s)
Mailing address Iiool
Site address ~/~>'.; !;t~%¢~ ~.~
Legal description (Sub'd., Block & Lot)
Legal description (Township, Range & Section)
Lot Size
Day phone
Sq. Ft.
Number of Bedrooms
THIS APPLICATION IS FOR: THIS APPLICATION IS AN:
([~ all that apply)
Absorption Field [~[ Initial []
Septic Tank [~ Upgrade ~]
Holding Tank [] Renewal []
Privy []
Private Well []
Water Storage []
THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR:
I certify that the above information is correct. I further certify that this application is being made
for a Single Family Dwelling and is in accordance with applicable Municipal Codes.
,(Signat~/or authorized agent)
Rush Fees: ,~ D~ Waiver Fees:
Date of Payment: --I 1 ;~' i ! i Date of Payment:
Receipt Number: ~'~¢~-~' Receipt Number:
Permit No. ~>r ti.~!~/ Waiver No.
G:\Building\On Site\Forms\Client Forms\Permit App_010411 .doc (Rev. 1/11 )
Pannone Engineering Services LLC
Steven R. Pannone, Principal
Registered Professional Engineer
E-mail: steve(~panenRak.com
July 19, 2011
Municipality of Anchorage
Development Services Department
On-Site Water. & Wastewater Program
4700 S. Bragaw Street
P. O. Box 196650
Anchorage, Alaska 99519
Subject:
T11N R2W Sec 6, E2NW4, SW4NE4
Septic System Permit Upgrade Request
Ladies and Gentlemen:
I am writing to request a permit to construct an upgraded septic system be issued for this property. The
proposed systems will serve an existing four-bedroom house. Currently the lot is developed. The lot is
served by a private well. The existing cesspool will be abandoned per code. A new drain field will be
installed northwest of the house and will be sized to handle a four-bedroom waste stream. This system will
be installed on a 120 acre homestead with no other lots within 200 feet of the proposed system. There are
no wells or septic systems within 200 feet of the proposed system.
1. Soils. Two test holes were excavated by Pannone Engineering Service in July of2011. See the soil
log attached. Ground water was monitored for seven days. No ground water was monitored to a depth of
twelve point five feet (12.5') below ground level after the monitoring period. Bedrock was not encountered
in the test hole. It is my opinion, based on the results of the percolation tests and overall soils appearance; an
application rate of 0.45 gallons/day/square feet should be used, using a conventional wastewater treatment
system.
o
Soil Absorption System Design.
a. See Sheet 2 of the design package
3. Surface Water: There is no surface water within 100 feet of the proposed septic tank and the
existing drain field. The proposed drain field upgrade will maintain at least 100 feet from all surface water
and drainage ditches.
4. Topography: The average topography in the area of the proposed septic system is approximately 20
to 25 percent based on the survey information in the area of the septic system.
Page 2 of 2
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 the surrounding or existing lots. There
are no wells within 200 feet of the proposed septic location.
If you have any questions or concerns, please contact me at 272-8218.
Sincerely,
: e..: .....
Steven R. Pannone, P.E.
Owner/Civil Engineer
Attachments:
iV!aiiin5: P.O~ Box 200227, Anchol'age, AK 99520-,0227
l"e~ep~one: {907) 2'72.--8218 FAX: (907} 27;N82ii
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~"~.-'~-"~'~"~-~,·. D a t e
NOTES: PANNON- D TG SVC, L[,C OF ~L''~'r -'~ 8/9/11
FOR CONSTRUCTION p.o. BOX ~00217 ANCHORAGE, AK 99510 ,~.__~..
PHONE (~07) 272-S21S tAX (907) 272-S211
1111',1 R2W SEC ~, E2NW4, SW4NE4
.r~.....~.....~....>......~ 020-021-28
NEWELL MARILYN LIVING TRUST~11~ .Steven R. Panno~e ~,.I'~ ,~.~'~'-. CE 8149 .-~%~' )ERMIT NO.
11 001 OMALLEY CENTRE DRIVE //202 f~i~¢~... ..'~%'k~,~ 0SPl11178
PLAN ANCHORAGE, AK 99515 ,lit,4"£Z~-~:~-S,-n'~_'~,,...,,~o,._~.. Sh~t
'~_~Z~-~_'~; 1 OF 6
'. i '.: i '. ",: i t . \ "~.,~ "., ,,,, .,, ... '.... .... ',.., WE'LL R^~,US..,
,' i ". ". :~ ~ ! i : ~ ",~ '. ",, ", ',. '",, SS"'.
I~ ~ · ~ . ~ -, , , ,
~;", : : ", . '~ i '. ': !~ ~ ",.. ",, "".. "... No s'URROOND
~ ~ ", ', i ! :. /]~ ', ~ 'i~, ~ ~,, '~, ',, WELLS OR SE:~CS
~,. ,,~ ~_, .7' , ~,,X \ /~ .. .. ,, ... .. ,, ..
it~,., -:- ,~ ! ~',,,, ',,,~ ',,.,, '-,,,',,, ,, '~.,.. '-,,,,, "....,.
'.,, i:: ".,, ", /~~',. ~"~,~""""'"'~-'~t~ ~ RESERVE FIELD (P) "',, '"",,
!. ",. "' ~ I~i i~. ~ ' 20Urx4'EDx2 5'W, 6 5'TD ' .....
"., ': ', i '", ~ ", ~ BASED ON CAT III) . ' ....
"',, PRIMARY ~-IELD (P)~':-~---.~.; ~/ ~ ~ ' ',,. "... ", ",
'"' A , , , i · i ,. ',, ' ', ', ,
',, (2E) 85LFx4 EDx2.5 W, 6.5 TD i .~ ~/~ ~ ~. '"'% ',, ",,,
,,, ', ., ,. '. ' ~"'"'~ -~.,, ._...__..__ __~/':"" i!SPOOL'C (E)~__ / ... ,.
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.... ~ , '. ".. I~,, ', ".:, '". "~' ~ i ". ". : ', ' '.~.
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CONTRACTOR SHALL HAVE ~ ' .... ". " " -, '
WELL RADIUS STAKED PRIOR ....................... ~ ., '"'.. ', : / :'.,
,:--" :.--"'" .... ..... '.::.- ....... .'",,, ,':,: :'"
NOTES: PANNONE ENG SVC, LLC -~.~ OF,~, ':~ Oote
FOR CONSTRUCTION P.O. BOX 100217 ANCHORAGE, AK 9951O ~ ...... .C.4,~
PHONE (907)272-8218 FAX (907)272-8211 ~oa~.'''''
· Scale
~*."49 TH )¢~ -..,~,
T11N R2W SEC 6, E2NW4, SW4NE4 _ . o2o-o2q-2~
~ 00~ OMALLEY CENTRE DRIVE #202 ~ Sheet
PLAN ANCHORAGE, AK 99515
20F6
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 OF
ON-SITE WASTEWATER DISPOSAL SYSTEMS,
2. ALL WORK SHALL BE IN ACCORDANCE WITH THE A-II-ACHED SPECIFICATIONS.
5. SCOPE OF WORK: INSTALL NEW 1250g SEPTIC TANK AND SOIL ABSORPTION SYSTEM. WELL RADIUS STAKING.
4. NO GROUNDWATER WAS OBSERVED AS EVIDENCED BY THE SOIL TEST HOLE. IF AN APPARENT WATER TABLE IS
OBSERVED IN ANY OF THE EXCAVATIONS LESS THAN 12.5 FEET BELOW EXISTING GRADE NOTIFY THE ENGINEER
IMMEDIATELY.
/,,,--0.5' TOPSOIL & VEGETATE
/ ./z-FILTER FABRIC
-0.5 --
t '~ --F u.o ~---------4" ¢ DRAIN PIPE
ML 4.0
sM/ 6.o
-12.5 --
No grouadwoter
z monitored SECTION
=~ ,,<, ,,<,
-- o ~)-r 0
/--4" Dia Pen: Pipe
~ d ~0~ /F810 HDPE
/
/
1250 g SEPTIC '--'--"--' -- ----------- ~
TANK (P)
PROFILE(2 LA)DEEP TRENCH SEE DESIGN
DESIGN PARAMETERS DESIGN PARAMETERS
PRIMARY SEPTIC SYSTEM RESERVE SEmT~C SYSTEM AB
NO. BEDROOM: 4 (600 gpd) NO. BEDROOM: 4 (600 gpd)
TANK SIZE: 1250g TANK SIZE: 1500g S.T.E.P. CU COPPER
PERC RATE = ,31-60 MPI W/AX20 POD DIP DUCTILE IRON PIPE
SOIL RATING: 0.45 GPD/SF PERC RATE: ,31-60 MPI TH TEST HOLE
AREA RQD: 1,,3,33 SF SOIL RATING: 4 GPD/SF FC FOUNDATION CLEAN OUT
SYS. TYPE: DEEP TRENCH 4.0' E.D. AREA RQD: 150 SF T# TANK CLEAN OUT NO.
MIN LENGTH: 166.6 LF SYS. TYPE: DEEP TRENCH 4.0' E.D. C# CLEAN OUT NO.
MIN LENGTH: 18.75 LF M# MONITOR TUBE NO.
USE: R.I. RIGID INSULATION
(2LA) 85 LF X 2.5' WIDE, 4' E.D., USE: DCO DOUBLE CLEAN OUT
6.5' TD 20 LF X 2.5' WIDE, 4' E.D., DV D[VERTER VALVE
TOTAL AREA: 1 ,`360 SF 6.5' TD FS FLOW SPLITTER
TOTAL AREA: 160 SF
~'~"~-'~-~-~-'~'~· ,. D a t e
NOTES: pANNONE B'NG VC,
KOR ¢ONSmUCTION P.O. BOX 100217 ANCHORAGE, AK 995~0 ~,.~.~'-
PHONE (907) 272-8218 FAX (907) 272-8211~'~'~'~c'~? ".~9 TH~_,,,_~]~..-~,~':I ~ ScaleNTS
T~N R2W SEC ~, F2NW4, SW4N[4 .~ '~20-021-26
NEWELL MARILYN LIVING TRUST 'l,~P, nn~ °5~e~'PERMIT NO.
::oo: O ALLEY CLimE :R VE #:0:
DETAILS ANCHORAGE, AK gg,515 ~t,~,r~)~:~.~i~-~._,.~Sheet
__ // _
TOPSOIL
AND VEGETATE '-~ '~3.2%
4:1 INFILTRATION
FILL TO CREATE 4:1 LINE
SLOPE FOR 50' BELOW
D~INFIELD' TOPWlTH 7
50.0-
~~ : Date
NOT~S: P~O~ ~O ~C, L~
Fo~ co~smucIlo~ P.0. BOX 100217
PHONE (907)272-8218 FAX (907)272-8211 ~.'.~ ~~'.~2 SceIeNTS
~ PJ.D. NO
NEWELL MARILYN LIVING TRUST ~a~'. CE 8149 .-;~ PERMIT NO.
11001 OMALLEY CENTRE DRIVE ff202 ,lj~.. ..~ 0SPl11178
SLOPE SECTION ANCHORAOE, AK 99515 ~i~?~ ....... ,~ sh~t
~ ~0~SS~O~ ~ 4 OF 6
SOILS LOG - PERCOLATION TEST
TEST HOLE 1
OR ORGANICS SLOPE ! i i ~ S E-~
2 -- ~
4 -- ML BROWN SILT
6 -- TH "!'~ ~':~'~ '~, i " ' ~ """,
8--
10 -- SM/GM WITH SOME
GRAVEL
11
:7":,
12 --
13 -- BOH
WAS GROUND WATER SLOPE
14 -- ENCOUNTERED? N
15 -- IF YES, ATWHAT TH
16 -- DEPTH? -0-' X
17 -- DEPTH TO WATER AFTER
MONITORING? -DRY-
18 DATE: 7/19/11
WATER
DATE PERFORMED: 7/8/11 READING DATE CLOCK NET TIME LEVEL NET DROP
TIME
READING
1 7/8/11 6:02 -- 3.95 ---
2 6:12 10 MIN 8.39 4.44 i
3 6:12 I --- 3.95 ---
4 6:22 10 MIN 8.24 4.29
5 6:22 -- 3.95 ---
6 6:32 10 MIN 8.20 4.25
PEROLATION RATE 2.4 (min/inch) PERC HOLE DIAMETER 6 inches
TEST RUN BETWEEN 5 FTAND 6 FT
COMMENTS: Test hole excavated by A+ HOME SERVICES. Prec hole was presoaked.
Test run for one hour. Last 3 readings reported
PERFORMED BY: Steven R. Pannone~ P.E. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST.
~'~-~'~-~-~,~. D a t e
NOTES: PANNONB gNG LLC
...... I 8/9/11
FOR CONSTRUCTION P.O. BOX 100217 ANCHORAGE, AK 99510 ,~.~,~,~...
PHONE (907) 272-8218 FAX (907) 272-8211 ~j:' ~':.q..~f, Scale
P.I.D. NO
T11N R2W SEC 6, E2NW4, SW4NE4 -~'n~ 020-021-28
NEWELL MARILYN LIVING TRUST PERMIT NO.
11001 OMALLEY CENTRE DRIVE //202 fii~'. .;:.~'? OSPl11178
SOILS LOG ANCHORAGE, AK 99515 ll'~b~t v/~n~-o¢,r~"L~ Sheet
""UrL~3"~A~ ~ 5 OF 6
READING DATE CLOCK WATER
TIME NET TIME LEVEL NET DROP
READING
1 7/8/11 6:02 -- 3.95 ---
2 6:12 10 MIN 8.39 4.44
3 6:12 -.- 3.95 ---
4 6:22 10 MIN 8.24 4.29
5 6:22 _ 3.95 ___
6 6:32 10 MIN 8.20 4.25
SOILS LOG - PERCOLATION TEST
TEST HOLE 2
OR
ORGANICS
4--
5--
SILTY SAND
6 -- SM/GM VVlTH SOME TH
7 ~ SILTY GRAVEL
8--
BOH WAS GROUND WATER SLOPE
14 -- ENCOUNTERED? N
15 -- IF YES, AT WHAT TH
16 -- DEPTH? -0-' X
17 -- DEPTH TO WATER AFTER
MONITORING? -DRY-
18 DATE: 7/19/11
WATER
DATE PERFORMED: 7/8/11 READING DATE CLOCK NET TIME LEVEL NET DROP
TIME
READING
2 6:18 30 MIN 4.55 0.85
4 6:48 30 MIN 4.62 0.92
5 6:48 --- 3.70 ---
6 7:18 30 MIN 4.59 0.89
PEROLATION RATE 33.7 (min/inch) PERC HOLE DIAMETER 6 inches
TEST RUN BETWEEN 5 FTAND 6 FT
COMMENTS: Test hole excavated by A+ HOME SERVICES. Prec hole was presoaked.
Test run for one hour. Last 3 readings reported
PERFORMED BY: Steven R. Pannone~ P.E. 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 ~,.o?.~c-~ ?~,I~ 8/9/11
FOR CONSTRUCTION P.O. BOX 100217 ANCHORAGE, AK 99510 ~.~.~-.'
PHONE (907) 272-8218 FAX (907) 272-8211 ~'~.'..' X.,~..q..~
TllN
R2W
SEC
NEWELL MARILYN LIVING TRUST~il, i ~ER'81P409nn°.~;~ PERMIT NO.
CLOCK WATER
READING DATE TIME NET TIME LEVEL NET DROP
READING
~ 7/8/11 5:48 --- 3.70 ---
2 6:18 30 MIN 4.55 0.85
3 6:18 --- 3.70 --
4 6:48 30 MIN 4.62 0.92
5 6:48 ___ 3.70 ___
6 7:18 30 MIN 4.59 0.89