HomeMy WebLinkAboutT15N R1W SEC 8 LT 128T15N R1W
Sec. 8
Lot 128
#051-154-03
PERMIT NUMBER: AS—BUILT DRAWING ING PARCEL INUMBER:
—
OSP121353 051-11 54-03
F JAYHAWK
not � e.n
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS & GENERAL CONTRACTORS
3701 E. NOOR ROM, SORE 101 • ONWH E. M 99501 * PHONE (907)331-8170 • FM (907)338-3218 • 8'E8011E: nmAmnwwn00ieuin0eem
PREPARED FOR: IPHONE NUMBER: PAGE NUMBER:
DENNIS LATTERY 688-2093 2 OF 3
LEGAL DESCRIPTION: DRAWN BY:
T15N, RiW, SECS. LOT 128 PNB
TYPE OF WORK: DATE:
AS—BUILT DRAWING 11/13/12
A B—T C
ST1
8.45
J5.26
3T2
1428
32.51
DBL1
15.93
71.96
DBL2
18.78
31.72
APPROXIMATE LOCATION OF
EXISTING DRAINFIELDS
GALLON SEPTIC TANK
IC TANK IS 5'+ FROM
TION AND EXISTING
DRAINFIELD.
PERMIT NUMBER: AS—BUILT DRAWING PARCEL ID NUMBER:
OSP121353 051-154-03
ST1
TOP OF TANK —
INLET = 98.00
4° INSULATION PER CONTRACTOR
r *FINAL GRADE = 99.59
ST2
- TOP OF TANK
AT OUTLET = 97.96
NEW 1000 GALLON
INVERT OF BUNG SEPTIC TANK INVERT OF BUNG
AT INLET = 97.37 AT OUTLET = 97.16
*ADDITIONAL COVER TO BE PROVIDED IN THE SPRING OF 2013.
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS & GENERAL CONTRACTORS
=1 E. NOOR R , SURE 101 • ANCRO F, M( 99501 • PRONE (90])33) -Sin • FM (907)339 918 • 91 M- •xxgomem j9dngxom
PREPARED FOR: PHONE NUMBER: PAGE NUMBER:
DENNIS LATTERY 688-2093 3 OF 3
LEGAL DESCRIPTION: DRAWN BY:
T15N, RiW, SECS. LOT 128 PNB
TYPE OF WORK: DATE:
PROFILE AS—BUILT DRAWING 11/13/12
`1
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............ .......
q A. Ga ess..
On -Site Wastewater Disposal System Permit
Permit Number: OSP121353
Tax Code Number: 05115403000
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
Work Type: Septic Upgrade
Permit Effective Dates: October 17, 2012 to October 17, 2013
Design Engineer: GARNESS ENGINEERING GROUP LTD
Subdivision: T1 5N R1W SEC 8
Site Legal Address: T15N R1 W SEC 8 LT 128 G:1257
Owner/Address: LATTERY DENNIS L & SHARON
PO BOX 770775 EAGLE RIVER AK 995770775
i0 12-
Site
Z
Site Mailing Address: 20123 OLD CRANBERRY DR, Chugiak Lot Size in Sq Ft: 108900
Total Bedrooms: 3
This permit is for the construction of:
N 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
Issued By:
MUNICIPALITY OF ANCHORAGE
Community Development Department Phone: 907-343-7904
Development Services Fax: 907- 343-7997
On -Site Water & Wastewater Program
Mayor Dan Sullivan
On -Site Sewer/Well Permit Application
For A Single Family Dwelling
Parcell.D. 051-15 -0�)
Property owner(s) DENNIS LATTERY Day phone 688-2093
Mailing address 20123 OLD CRANBERRY DRIVE *CHUGIAK. AK 99567
Site address 20123 OLD CRANBERRY DRIVE *CHUGIAK, AK 99567
Legal description (Sub'd, Block & Lot) T1 5N, R1 W, SEC 8. LOT 128
Legal description (Township, Section & Range)
Lot Size
Sq. Ft. Number of Bedrooms
3
APPLICATION IS FOR:
APPLICATION IS AN:
TYPE OF DEWELLING:
(Pall that apply)
Initial ❑
Single Family (SF)
Absorption Field
❑
Upgrade ®
(w/wo ADU)
Septic Tank
®
Renewal
Duplex (D)
El❑
Holding Tank
❑
Multiple Dwellings
❑
Privy
❑
(SF and/or D)
Private Well
❑
Water Storage
❑
THIS APPLICATION INCLUDES A VARIANCE/ WAIVER REQUEST FOR:
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:
PW Waiver Fees:
Date of Payment: Date of Payment:
Receipt Number: O I (e33G Receipt Number:
Permit No. �a�353 Waiver No.
(Rev. 01/11)
October 8, 2012
Municipality of Anchorage
Development Service Department
On -Site Water & Wastewater Program
4700 Elmore Rd.
P.O. Box 196650,
Anchorage, Ak 99519-6650
(907)343-7904
Ref: Proposed Septic Tank Upgrade for T15N, R1 W, See 8, Lot 128;
To whom it may concern:
The existing 3 bedroom house is served by a private well and septic system. The property owner would
like to upgrade his septic tank. We are proposing to remove the existing tank and replace it with a new
1000 gallon septic tank.
We are unaware of any adverse impacts this installation would have on adjacent wells or septic systems.
If you have any questions, please contact us at 337-6179. Thank you for your assistance.
M.S.
3701 E. Tudor Road, Suite 101 * Anchorage, AK 99507-1259
Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.gamessengineering.com
UNTNER LOT 1
100' WEI
/
/
f
I
I
LINTNER LOT 1 \
100' WELL RADIUS l
JAYHAWK Drive -
-- ----------------
-------------------
I n
T15N, AIW, SEC 8, LOT 129
1 \
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS & GENERAL CONTRACTORS
IMI c -VWK r . Wit i91 • BrvcWMn M 885W • R10NE (90'Ih13]-81]9 • F0.Y (90,)339—]218 • W M-. •xw.9anwpen9Mee�in9eom 1�
PREPARED FOR: PHONE NUMBER: PAGE NUMBER: 1
DENNIS LATTERY 688-2093 1 OF 2
LEGAL DESCRIPTION: DRAWN BY:
T15N, R1W, SEC 8, LOT 128 1 PNB
OF WORK:
SITE PLAN
12
T15N, R1W, SEC
/
i
/
/
100' WELL RADIU'.
t}, LOT 127
T15N, Rl W, SEC 8, LOT 145\ /
�
T15N, R1W, SEC 8, LOT 144
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I
NO CONCERNS
_100' WELL RADIUS_I
M1 �
I
II I 1
\ /
SCALE:
U
o �
1" = 100'
11
i
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS & GENERAL CONTRACTORS
IMI c -VWK r . Wit i91 • BrvcWMn M 885W • R10NE (90'Ih13]-81]9 • F0.Y (90,)339—]218 • W M-. •xw.9anwpen9Mee�in9eom 1�
PREPARED FOR: PHONE NUMBER: PAGE NUMBER: 1
DENNIS LATTERY 688-2093 1 OF 2
LEGAL DESCRIPTION: DRAWN BY:
T15N, R1W, SEC 8, LOT 128 1 PNB
OF WORK:
SITE PLAN
12
T15N, R1W, SEC
/
i
/
/
100' WELL RADIU'.
t}, LOT 127
100' WELL RADIUS_I
f
1
CSEPTIC ARF
T15N, R1W, SEC 8, LOT 146
4
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f e A. GO ess.:
y. E 3 BOO
pn,e 0/8 !2.. ,�eu
\
100' WELL RADIUS_I
f
1
CSEPTIC ARF
T15N, R1W, SEC 8, LOT 146
4
... .. ... .........
�. ...................
f e A. GO ess.:
y. E 3 BOO
pn,e 0/8 !2.. ,�eu
JAYHAWK
F-----------------------------
GARNESS ENGINEERING GROUP Ltd.
CONSULTANTS &GENERAL CONTRACTORS - - Q• • • • • .... ....... ....... .
1 E. WU ROAD. B n 101 • ANCHORAGE, N( 99807 • PHONE (907)3]]-8179 • FM (90])]]8-3218 ME899E wwx.9omawn9i,wenn9.9am OA
PREPARED FOR: PHONE NUMBER: PAGE NUMBER:
dennis lottery 688-2093 1 OF 2 Q '. f y NJess.
LEGAL DESCRIPTION: DRAWN BY: Q 9• C�j-7j 53 iG
T15N, R1W, SEC 8, LOT 128 PNB X44 fe 'l�l.Ilb' cAo40
TYPE OF WORK: DATE: 40ea'P ofessWle���
SEPTIC TANK UPGRADE 10/8/12 �O�O0000��
TO OBTAIN A COPY OF THE LETTER
/ INSTALL DOUBLE
CONTACT GEG. BY PROCEEDING FORWARD
CLEANOUTS
WITH THIS INSTALLATION, THE ENGINEER,
ry INSTALL FCO IF ONE IS NOT PRESET
I \
DRILLER, CONTRACTOR AND
� I \
PROPERTY OWNER AGREE THAT THEY
n/
n/I
HAVE READ THESE SPECIFICATIONS AND
CONSTRUCTION.
AGREE TO ACCEPT THE TERMS AND
n/
L� I
CONIIITIONS MIT INFn
W
EXISTING 31
EDROOM
EDROO
I
HOUSE
APPROXIMATE LOCATION OF
I
EXISTING DRAINFIELDS
z
I
Q
EXISTING SEPTIC TANK TO BE
REMOVED AND REPLACED WITH
NEW 1000 GALLON TANIK MUST
BE 5 FEET FROM FOUNDATION
AND 5 FEET FROM DRAINFIELDS.
INSTALL F.C.O. AND POST
TANK
DOUBLE CLEANOUTS.
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IrFn Ifd WAc A 7 PA.
CPFl9FlPAT(1N A,
GARNESS ENGINEERING GROUP Ltd.
CONSULTANTS &GENERAL CONTRACTORS - - Q• • • • • .... ....... ....... .
1 E. WU ROAD. B n 101 • ANCHORAGE, N( 99807 • PHONE (907)3]]-8179 • FM (90])]]8-3218 ME899E wwx.9omawn9i,wenn9.9am OA
PREPARED FOR: PHONE NUMBER: PAGE NUMBER:
dennis lottery 688-2093 1 OF 2 Q '. f y NJess.
LEGAL DESCRIPTION: DRAWN BY: Q 9• C�j-7j 53 iG
T15N, R1W, SEC 8, LOT 128 PNB X44 fe 'l�l.Ilb' cAo40
TYPE OF WORK: DATE: 40ea'P ofessWle���
SEPTIC TANK UPGRADE 10/8/12 �O�O0000��
TO OBTAIN A COPY OF THE LETTER
CONTACT GEG. BY PROCEEDING FORWARD
NOTE: THE CONTRACTOR
WITH THIS INSTALLATION, THE ENGINEER,
SHALL HAVE ALL WELL RADII
DRILLER, CONTRACTOR AND
FLAGGED BY A REGISTEREDWELL
PROPERTY OWNER AGREE THAT THEY
LAND SURVEYOR PRIOR TO
HAVE READ THESE SPECIFICATIONS AND
CONSTRUCTION.
AGREE TO ACCEPT THE TERMS AND
CONIIITIONS MIT INFn
GARNESS ENGINEERING GROUP Ltd.
CONSULTANTS &GENERAL CONTRACTORS - - Q• • • • • .... ....... ....... .
1 E. WU ROAD. B n 101 • ANCHORAGE, N( 99807 • PHONE (907)3]]-8179 • FM (90])]]8-3218 ME899E wwx.9omawn9i,wenn9.9am OA
PREPARED FOR: PHONE NUMBER: PAGE NUMBER:
dennis lottery 688-2093 1 OF 2 Q '. f y NJess.
LEGAL DESCRIPTION: DRAWN BY: Q 9• C�j-7j 53 iG
T15N, R1W, SEC 8, LOT 128 PNB X44 fe 'l�l.Ilb' cAo40
TYPE OF WORK: DATE: 40ea'P ofessWle���
SEPTIC TANK UPGRADE 10/8/12 �O�O0000��
GRE~,,ER ANCHORAGE AREA BOR.dGH
Department of Environmental Quality
3330 C Street
Anchorage, Alaska 99503
INSPECTION REPORT ON-SITE SEWAOE DISPOSAL SYSTEM
LOC^T,ON.''3'~b'"~'C LEGAL OESCR'PT'ON_ Ul'~ S B ":I--,~U' P'. ~ W'
SFPTIC TANK:
DISTANCE .
FROM WELL ~00 '~- MANUFACIURER ~'~ ~Z.I~._ MATERIAL
iNSIDE LENGTH INSIDE WIDTH ~ LIQUID DEPTH
COMPARTMENTS
LIQUID CAPACITY I 0rC('_~GALLONS.
~ DRAIN FIELD:
DISTANCE FROM WELL ~*(~ FOUNDATION__~.-.-~O
NUMBER OF LINES__ ~) -' DISTANCE BETWEEN LINES
ABSORPTION AREA
DEPTH: TOP OF TILE TO FINISH GRADE
~ TOTAL LENGI'H~ .
NEAREST LOT LINE . OF LINES - -~' ("~
/.
O
TRENCH WIDTH,~(,~_ IN. TOTAL EFFECTIVE
SQ. FT. LENGTH OF EACH LINE C~_ & ; ~q__' L, ~ DEPTH OF' FILTER
MATERIAL BENEATH TILE .... IN. ABOVE TILE ~IN.
WELL:
BUILDING
FOUNDATION
CESSPOOL __
APPROVED _
SEPTIC SEEPAGE
, TANK____, SYSTEM.
NEAREST NEAREST
LOT LINE . SEWER LINE
OTHER SOURCES
DISAPPROVE[) ..... REMARKS
DISTANCE FROM:
DISTANCES:
SEWER LINE DEPTH:
PIPE MATERIAL'
LOT SI_OPE:__
DIAGRAM OF SYSTEM
DATE"'/ --/~/-''] ~ APPROVED ~
G.A.A.B.
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March 2, 1977 R & M No. 751120
Mr. Dennis Lattery
P.O. Box 775
Eagle River, Alaska 99577
Re: Test Hole and Soil Log Report for Sanitary System, Lot 128, Section
8, T15N, R1W, S.M., Alaska
Dear Mr. Lattery:
We are submitting herewith the test boring results and our comments
regarding soil conditions encountered at the subject site. This investi-
gation was performed in accordance with your request of February 28,
1977 and those procedures outlined in a letter dated July 15, 1975, by
Mr. Rolf Strickland of the Municipality of Anchorage Department of
Environmental Quality.
A single test pit was excavated within the subject site area for the
purpose of defining general subsurface soil conditions for the proposed
sanitary system. Excavation was accomplished with a tractor-mounted
backhoe and the test; pit was extended to a total depth of 13.5 feet
below ground surface. The final log prepared for the test hole has been
included in Drawing A-01.
Groundwater was encountered in the test hole at a depth of 13 feet; while
excavating.
We appreciate being given this opportunity to be of service to you.
Should you have any questions with regard to the above, please do not
hesitate to contact us.
Very truly yours,
R & M CONSULTANTS, INC.
Edward Yarmak, Jr.
Geotechnical Engineer
xc: Municipality of Anchorage
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I'//SOtIE (;NAVEL, (SH)
Cobb]es
13,5 ' TD
The tesh ho].c ]_ocahion is