HomeMy WebLinkAboutTIMBER TRAIL TR 1BTimber Troil
Tract ! B
#017-101-56
MUNICIPALITY OF ANCHORAGE
On-Site Water & Wastewater Program
Phone: 907-343-7904
Fax: 907-343-7997
ON-SITE SEWER/VVELL PERMIT APPLICATION
Parcel I.D. 017-101-56
Property owner(s) A. Roger Phillips
Mailing address 37343 Jaeger Drive, Soldotna, AK 99669
Day phone
Site address E 142nd Avenue
Legal description (Sub'd., Block & Lot) Timber Trail, Tract lB
Legal description (Township, Range & Section)
Lot Size 82,328 Sq. Ft. Number of Bedrooms 4
APPLICATION IS FOR:
([~ all that apply)
Absorption Field []
Septic Tank []
Holding Tank []
Privy []
Private Well []
Water Storage []
APPLICATION IS AN:
TYPE OF DWELLING:
Initial [] Single Family (SF)
(w/wo ADU)
Upgrade []
Duplex (D)
Renewal []
Multiple Dwellings
(SF and/or D)
THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR:
Distance:
I cedify that the above information is correct. I further certify that this is in accordance with
applicable Municipal Codes.
(Signature of property owner or authorized agent)
Permit/Rush Fees:
Date of Payment:
Receipt Number:
Permit No.
Waiver Fees;
Date of Payment:
Receipt Number:
Waiver No.
Permit App_~- :- :2..Z ~'
Pannone Engineering Services LLC
Steven R. Pannone, Principal
Registered Professional En§ineer
E-mail: steve@panenRak.com
July 18, 2013
Municipality of Anchorage
Development Services Department
On-Site Water & Wastewater Program
4700 S. Bragaw Street
P. O. Box 196650
Anchorage, Alaska 99519
Subject:
Timber Trail, Tract lB
Septic System Permit Request
Ladies and Gentlemen:
I am writing to request a permit to install a well and septic system be issued for this property. The
proposed systems will serve a proposed four {4) bedroom house. Currently the lot is undeveloped. The
well will be over 100 feet from this septic system and from the surrounding septic systems. The
surrounding developed lots are also served by private wells that are over 100 feet from this septic system.
:[. Soils. One test hole was excavated by James Armstrong in August of 2007, and the ground water
monitored for seven days. Groundwater was not observed in the hole monitor tubes after the seven day
monitoring period to a depth of 10.0 feet on July 17, 2013. 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 0.8 gallon/day/square feet should be used for the conventional 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 drain
field. The proposed drain field upgrade will maintain at least :~00 feet from all surface water and drainage
ditches.
4. Topography: The topography slopes from east to west at approximately 15% in the area of the
proposed drain field. There are no steep slopes in the area.
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.
Mailing: P.O. Box 100217, Anchorage, AK 99510-~0217
Physical: 332 East Manor, Anchorage, AK 9950:1
Telephone: (907) 272-82:I8 FAX: (907) 272-g2~.1
Page 2 of 2
The proposed installation will not affect the future development of the surrounding or existing lots. There
are no wells or septic systems within :~00 feet of the proposed septic location.
If you have any questions or concerns, please contact me at 272-8218.
Sincerely,
Steven R. Pannone, P.E.
Owner/Civil Engineer
Attachments
-Soils Log
-Septic System Design
Mailing; P,O, Box 100217, Anchorage, AK 99510-0217
Physical: 332 East Manor Ave, A~}chorage, AK 9950~
Telephone: (907) 272-8218 FAX: (907} 2728211
Pannone Engineering Services LLC
Steven R. Pannone, Principal
Registered Professional En§ineer
E-maih steve~panenRak.com
August 14, 2013
Municipality of Anchorage
Development Services Department
On-Site Water & Wastewater Program
4700 S. Bragaw Street
P. O. Box 196650
Anchorage, Alaska 99519
Subject:
Timber Trail, Tract lB
Slope Waiver Request
Ladies and Gentlemen:
I am requesting a waiver for the minimum distance to a grade over 25% to 35 feet from the drain field.
The drain field on this lot is over 50' directly uphill from any slope over 25%, it is however located
approximately 38' cross-slope from a road cut slope that is approximately 6' tall and over 25%. Granting
this waiver is not likely to affect the health and safety of this lot or the surrounding lots now or in the
future.
If you have any questions or concerns, please contact me at 272-8218.
Sincerely,
;%.'
-.....~ ...........
~,~ StevenR. Pannone
Steven R. Pannone, P.E.
Owner/Civil Engineer
Malting: ?,O, [3ox 100217, Anchorage, AK 99510-02&7
Physicch 332 East Mahou Anchorage, AK 9950:1
TeJepho~,e: (907) 272-82~8 FAX: {907) 272-S21:t
ADVANTEX DESIGN (RESERVE SYSTEM}
2EA
ADVANTEX
24-"
4" JIM CAP,,,,~X20 PODS~ INSULATED AUXILIARY PASSIVEAiR
. \ . RISER PUMP-- VENT-~,.~
4" PUMR-OUT
gALLON
SLIDE SECTION
OF 6" PIPE ~ I
OVER THIS CONNECTION
TO PROVIDE
SHEER PROTECTION ~14'
EXTEND TO
BRIDGE EXCAVATION
DESIGN PARAMETERS~:~
PRIMARY SEPTIC SYSTEM
NO. BEDROOM: ~ (600 gpd)
TANK SIZE: 15009 S.T.E.P.
W/AX20 POD
PERC RATE = 6.5 MPI
SOIL RATING; 5 GPD/SF
AREA RQD: 120 SF
SYS. ~PE; 5' WIDE TRENCH 2.5' E.D.
R.F.: 0.6~
MIN LENGTH: 15.~ LF
USE:
16 LF X 5' WIDE, 2.5' E.D., ~.0' TD
TOTAL AREA: 125 SF
NO~S: P~O~ ~G ~C, L~
,ox
FOR FUTURE CONSTRUCTION PHONE (907) 272-8218 FAX (907) 272-8211 ~.~"~ ~'~i~ ~ .~ ~ Scae
~s~w s~s~
TIMBER TRAIL, TRACT lB
NO
'~~ 017-101-56
A. ROGER PHILLIPS~~~.~... CE 81~9 ,'~ PERMIT NO.
E 142ND AVENUE ~%~.. .~¢~ os~3~7o
SITE SECTION ANCHORAGE, AK 99516 ~ ...... ,~ Sheet
So)is Log - Percolation Test
u/ 4,g4~
COMMENTS
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