HomeMy WebLinkAboutSKY MANOR LT 7A SKY MANORSky Manor
Lot 7
#051-193-47
Permit Number: OSP141209
Tax Code Number: 05119346000
Work Type: Septic
Permit Effective Dates: July 01, 2014
On-Site Wastewater Disposal System Permit
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
Initial
to July 01, 2015
Design Engineer: GARNESS ENGINEERING GROUP LTD
Subdivision: SKY MANOR
Site Legal Address: SKY MANOR LT 7 G:1159
Owner/Address: THOMSON JOHN E
11404 JESSIE MAE CIR EAGLE RIVER AK 995770000
)artment
Site Mailing Address:
Lot Size in Sq Ft: 38706
Total Bedrooms: 6
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.
Issued By: ,~_~__~ ~ ~ _ -- Date:
MUNICIPALITY OF ANCHORAGE
Community Development Department
Development Services
On-Site Water & Wastewater Program
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. (~---~ t - ~0~ ~3 - ~,
Property owner(s)JOHN THOMSON W/ CT CONSTRUCTION Day phone 240-2020
Mailing address 11404 JESSIE MAE CIRCLE * EAGLE RIVER, AK 99577
Site address NEEDELS LOOP * CHUCIAK, AK 99567
Legal description (Sub'd, Block & Lot) SKY MANOR; LOT 7
Legal description (Township, Section & Range)
Lot Size Sq. Ft. Number of Bedrooms
APPLICATION IS FOR:
([] all that apply)
Absorption Field []
Septic Tank []
Holding Tank []
Privy []
Private Well
Water Storage
APPLICATION IS AN: TYPE OF DEWELLING:
Initial [] Single Family (SF) []
Upgrade [] (w/wo ADU)
Renewal [] Duplex (D) []
Multiple Dwellings []
(SF and/or D)
THIS APPLICATION INCLUDES A VARIANCE/WAIVER REQUEST FoI~UN ] ? ZOl4
N/A Distance:
I certify that the above information is correct. I further certify that this is in accordance with
applicable Municipal codes.
GARNESS ENGINEERING GROUP, Ltd.
(Signature of property owner or authorized agent)
Permit/Rush Fees: ._~(,~°t ~ Waiver Fees:
Date of Payment: (,~ I t~[~( /'_.~'~ Date of Payment:
Receipt Number: t~t~-~'~, ~, Receipt Number:
Permit No. (~IL~ 'l '~0~ Waiver No.
(Rev. 09/12)
GARNESS ENGINEERING GROUP, Ltd
CIVIL & ENVIRONMENTAL ENGINEERS
June 12, 2014
Municipality of Anchorage
Development Service Department
On-Site Water & Wastewater Program
4700 Elmore Road
P.O. Box 196650,
Anchorage, Ak 99519-6650
(907) 343-7904
Ref: Proposed Septic System for Sky Manor Subdivision; Lot 7
To whom it may concern:
The proposed 6 bedroom duplex is to be served by a community water system (under construction) and a
private septic system. Lot 7 has a platted septic drainfield easement on the property. The new drainfield
and reserve sites are within the recorded easement. We are proposing that a new 2000 gallon septic tank
and a bed type drainfield be installed. Two test holes were excavated on the property. The primary
drainfield and alternate sites will be designed around the 30 foot radii of TH#9 & TH#10. Comments
regarding the design are summarized as follows:
1. SOILS: See the attached logs which shows the soil classifications, groundwater monitoring, and the
percolation test results.
2. DRAINFIELD DESIGN: See attached design drawing for drainfield specifications.
3. SURFACE WATERS: There are no surface waters within 100 feet of the proposed septic system.
4. TOPOGRAPHY: As can be seen on the attached site plan and design drawing, the topography is
shown. In short, there are no slope concerns with this installation and there are no cutbanks such as road
ditch with 50 feet that will impact the installation of the septic system.
We are unaware of,,~ny adverse impacts this installation would have on adjacent wells or septic systems.
If you hav~ any/~lU s~ns, please contact us at 337-6179. Thank you for your assistance.
ri,
IVO TET. Attached is a site plan drawing, a design drawing, two sail logs, which are all part of the design
package for this septic system. (Contact G.E.G. Ltd. for 8 page construction specification letter.)
3701 E. Tudor Road, Suite 101 * Anchorage, AK 99507-1259
Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.garaessengineering.com
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RNESS ENGINEERING GROUP, Ltd r~ ,~.//~
JOHN THOMSON (90~ 240-2020 1 OF 3 V ~'~
SKY MANOR SUBDIVSION; LOT 7 J.L.M. ~ "',.,.- ........
% SITE PLAN FOR PROPOSED SEPTIC SYSTEM 6/12/2014
. ~,l"~',' , ,-.~ ,',~' ~ i~.' ~,.~ '1
/ ~ ~ NUMBER OF BEDROOMS: 6
PROPOSED f ~'-. m [ [ / PROPOSED APPLICATION ~TE: 0.7
.................... '~' ~ ANDWESTPROPER~LINES, THEP~ED ~x~ [ ~/ D~ NF ELD DESIGN
~~ D~INFIELD ~SEMENT ~D THE 200 FOOT WELL ~
PROPOSED WfZ,~~ ALTERNATE S~E NOTE: ALT. SITE ~ HAS THE SAME m J M.O.~ APPROVED SAND FILTER: 2
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, ~ '~j SYSTEMPE~P~T.mE~0. ALT. mE~SSW~DE , i~j ~/ ~CTU~LSQ.FT.:~
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GARNESS ENGINEERING GROUP, Ltd,
CIVIL S ENVIRONMENTAL ENGINEERS ~ ....... ; .........
JOHN THOMSON (g0D 240-2020 2 OF 3
SKY MANOR SUBDIVISION; LOI 7 &L.M.
~ DESIGN OF PROPOSED SEPTIC SYSTEM 6/1N2014
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GARNESS ENGINEERING GROUP, Ltd ~'~
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PREPA.ED FOR: JPHONE NU.BER: PAGE NUMBER:
JOHN THOMSON ( 90~ 240-2020 3 OF 3
LEGAL DESCRIPTION: .~WN"*:
S~ MANOR SUBDIVISION; LOT 7 J.L,M.
~ DETAIL D~WING OF PROPOSED D~INFIELD 6/12/2014
CON$ U LTANTS & G E N ERAL CONTI~J~.CTOI~S ~ ~ '"**
(feet) ~ OROANIOS ITEST HOLE ¢~1
sc SEE ATTACHED DRAWINGS
7--~:d,~fY GP W/ SOME DATE
GROUNDWATER
8- ;:i; .::~f~ COBBLES/BOULDERS DRY 1/30/15
::~:':;)f::: CLOCK NET TIHE WATER LEVEL NET DROP
· '~ '~' .~ DATE READING
11 --::4~,F::~ft ' TIHE (HINUTES) READING (INCHES)
: ' 4 - <40 SEC. O" 6"
17--~
P~COL~TION RATE <1 (HIN./INCH) PERC. HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN 4.O FT. AND 5.0 ft.
20-- I A FOUR HOUR PRESOAK WAS PERFORMED: ~ YESINO
SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: dODY MAUS
COMHENTS:
PERFORMED BY GEG, Ltd. I, dEFFREY A. GARNESS, CERTIFY THAT THIS WAS~ PERFORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE:
(faa,) ~ ORGANICS ITEST HOLE ~10I
CLASSIFICATIONS
:-:.-,'~'~'~:'~: sc SEE ATTACHED DRAWINGS
6--
7--: ~'?~?':~ GP W/ SOME DEPTH TO DATE
:~, ,: :...' .t GROUNDWATER
8 -- :~.~:~:~:?~ COBBLES/BOULDERS DRY 1/30/13
:~?:;:~:'~: CLOCK NET TIME WATER LEVEL NET DROP
'::'~': :, DATE READING
11 --::~'~t~':~'~ TIME (MINUTES) READING (INCHES)
1
2
PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN 4.0 FT, AND 5.0 FT.
20--- A FOUR HOUR PRESOAK WAS PERFORMED: ~ YES ~ NO
SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: JODY MAUS
COMMENTS:
PERFORMED BY OEO, Ltd, I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS.PERfORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE:
DEPTH TO DATE
GROUNDWATER
DRY I/3O/13
DRY 1/31/15
DRY 2/6/13
DRY 5/29/2015