HomeMy WebLinkAboutSOUTHPARK #2 BLK 3 LT 38Southpczrk #2
Block 3
Lot 38
#020-502-36
MUNICIPALITY OF ANCHORAGE
Community Development Department
Development Services Division
On-Site Water & Wastewater Program
ON-SITE SEWER/WELL PERMIT APPLICATION
Parcel I.D. 020-502-36
Phone: 907-343-7904
Fax: 907-343-7997
uoue //7.7.41
O
Propertyowner(s) GMB FAMILY PARTNERS LDT Dayphone
Mailing address 2431 w 100TH AVENUE, ANCHORAGE, AK, 99515
Site address 15611 STANWOOD CIR, ANCHORAGE, AK, 99516
Legal description (Sub'd., Block & Lot) SOUTHPARK PHASE 2 LT 38 BLK 3
Legal description (Township, Range & Section)
Lot Size 23,180 .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/we ADU)
Upgrade []
Duplex (D)
Renewal []
Multiple Dwellings
(SF and/or D)
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.
r t
( g p p y e or au honzed agent)
Permit/Rush Fees:
Date of Payment:
Receipt Number:
Permit No.
O,.s,O[ql/b-V ·
Waiver Fees:
Date of Payment:
Receipt Number:
Waiver No.
Permit App_2- :.
Pannone Engineering Services LLC
Steven R. Pannone, Principal
Registered Professional Engineer
E-mail: steve(~Danen~ak.com
Municipality of Anchorage
Development Services Department
On-Site Water & Wastewater Program
4700 Elmore Road
P. O. Box 196650
Anchorage, Alaska 99519
Subject:
SouthPark Phase 2 BIk :3 Lt 38
Septic System Permit Request
Ladies and Gentlemen:
May 30, 2014
I am writing to request a permit to install a new septic system be issued for this property. The proposed
systems will serve a proposed four (4) bedroom house. Currently the lot is undeveloped. The proposed
system will utilize a 1250g tank and a gravity drain field. The surrounding developed lots are served by
public water. There are no service connections on surrounding lots within 100 feet of this system.
Soils. We performed one test hole on this lot, and groundwater was monitored on 5/22/2014 and ground
water was not observed in the test hole monitor tube. Bedrock was not encountered in the test hole. It is
my opinion, based on the results of the soils tests and overall soils appearance; an application rate of 0.45
gallons/day/square feet should be used for a conventional wastewater system.
Soil Absorption System Design.
a. See Sheet 2 of the design package.
2. 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 100 feet from all surface water and drainage
ditches.
3. Topography: The existing topography slopes from the north to south at varying slopes from east
to west but at approximately 5-6% in the area of the proposed drain field. There are no steep slopes
within 50' of the proposed drain field.
4. 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.
Mai~ing: P.O. Box 100217, Anchorage, AK 99510-0217
Physical: 332 East Manor, Anchorage, AK 99501
Telephone: (907) 272~8218 FAX: (907) 272-8211
Page 2 of 2
The proposed installation will not affect the future development of the surrounding or existing lots.
If you have any questions or concerns, please contact me at 272-8218.
Sincerely,
~~~.....~ ............... L....~
Steven R. Pannone, P.E.
Owner/Civil Engineer
Mailing: P.O~ Box 100217, Anchorage, AK 99510~0217
Physical: 332 East Manor Ave, Anchorage, AK 9950:1
Telephone: (907) 272-82:18 FAX: {907) 272-8211
SOILS LOG - PERCOLATION TEST
TEST HOLE 1
WAS GROUND WATER SLOPE
14 ~ ENCOUNTERED?
15 ~ iF YES, ATWHAT
DEP~? NONE' X
G~L DEPTH TO WATER A~ER
MONITORING? NONE'
18 ~ DATE: 5/2212014
2 3:09 30 MIN 6.17 0.67
3 3:11 -- 5.24 --
4 3:41 30 MIN 5.85 0.61
s 3:43 -- 5.33 --
6 4:13 30 MIN 5.94 0.6t
PERO~TION ~TE 49 (rain/inch) PERC HOLE DIAMETER 6 inches
TEST RUN BE~EEN 6
COMMENTS: Test hole excavated by HAGMEIER CONSTRUCTION. ~ec hole was p~so~ed. Perc test ~ for
at least 1 ho~. Last three rea~ngs reposed. Test peffomed ~ representative soft.
PERFO~ED BY: Steven R. P~one~ P.E. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCO~ANCE
WITH ALL STATE AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST.
NOTES: Ii s/3o/2o 4
PHONE (907) 272-8218 FAX (907) 272-8211 ~l scame
P.hD. NO
SOUTHPARK PHASE 2 BLK 3 LT 58 o2o-5o2-3s
JOHN HAGMEIER ' ~pi~Nd¢~&',~__ ¢=~ ~¢ PER,iT NO.
15611 STANWOOD
SOILS LOG ANCHORAGE, AK 99516~%~%~-- ~~[ff~O~ Sheet
WATER
READING DATE CLOCK NET TIME LEVEL NET DROP
TIME READING
~ 4/16/14 2:39 --- 5.50 .--
2 3:09 30 MIN 6.17 0.67
3 3:11 .- 5.24 .-
4 3:41 30 MIN 5.85 0.61
5 3:43 -. 5.33 -.
e 4:13 30 MIN 5.94 0.6t