HomeMy WebLinkAboutSCIMITAR #1 BLK 2 LT 21
0 8- E GEO' .CHNICAL 8- DEVEI_ MENT CO.
Box 90, Davis St., Eagle River, Alaska 99577
694-2774 or 688-2280
Russell Oyster Earl EII/s
694-2'774 SOIL L 0.....,.___~ 688-2280
Soils ~ Foundations Land Development
Performed for:
Legal Description:
D_g2th~ fe~
0
~haracteristic%
4
5
8
10.~
11
15
15
Ground Water Encountered:
Proposed Installation:
Comments: ~ ~x'
Yes ........... No .......... If yes, what depth .....
Seepage Pit Drain Field /
~_~ _~_, ..........
/ Dnq
(;RE, ,-gR ANCHORAGE AREA BO. ,JGH ~ -~:7~/.
DEPARTMENT OF ENVIRONMENTAL QUALITY
3330 "C" STREET ANCHORAGE, ALASKA 99503
.... ~:::_. :-/ '.-- APPLICATION AND PERMIT
INSTAI.LATION OF: SEPTIC TANK
TYPE AND SIZE OF FACILITY TO E~E SERVE[)
SEEPAGE PIT , DRAIN FIELD
. OTHSR.
TO BE INSTALLED BY
NOTE~ THIS PERMIT IS NOT VALID WITHOUT SOle TES~'
FINAL INSPECTION: ;~4 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION bY THE
DEPARTMENT OF ENVIRONMENTAL. QUALITY AUTHORITY WILL BE SUE~JECT TO PROSECUTION.
SEPTIC TANK size ____ 'TYPE SEEPAGE AREA SIZE TYPE
MINIMUM DISTANCES, REQUIREMENTS
FOUNDATION TO SEPTIC TANK
FOUNDATION TO SEEPAGe PIt
SEPTIC TANK TO SEEPAGE PIT WALL
SEPTIC TANK , SEEPAGE PIT
TO NEAREST LOT LINE.
WELL TO SEPTIC TANK /~?~"~ /
DRAIN FIELD .....
WAter MAIN TO SEPTIC ]~ DRAIN FI ELD
SEPTIC TANK, , SEEPAGE PIT
TO RIVER. LAKE, STREAM.
, DRAIN FIELD
, SEEPABE PIT
, ALSO CONSIDER AREA WELLS·
SEEPAGE PIT t0
, DRAIN FIELD __
CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF
EXCAVATION S FEET INTO UNDISTURBED SOIL,
4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT
FITTED WITH AIRTIGHT REMOVABLE CAPS
~;~AVIE L 13ACKFILL
CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION,
LICENSED DESIGNER ~
DIAGRAM Of SYSTEM
I CERTIFY Tl4AT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28.68 AND 'THAT THE ABOVE
DATE ~ ~' ~ APPLICANT'S SIGNATURE -
EQ-016(3-75)
:SIX INCH WATER WELL DRILLED AND CASED OUT TO THE DEPTH OF
ORILLED AT THE RATIE OF ,$2~e00 PIER FOOT.
i:~ROIPERTY OVVNER ~,,LV,~ ~t Parks~ 688~4~0
£65
ORILLER Bernia Claus of Rampart Drilling Works
VVELL LOG:
0 .... g8~ Gravel and small boulderso
28~.72~ Loose s¢~dy' gravel
and cobbles°
72,.135¢ dravel and boulders with a 20~ clay binde~ ~- :
135~,187~ Silty grave], with a 10% clay bindero
~87~195~ Sedimentary broken rocko
~95~265~ Bedrock° A. sedimentary rocko A dense formation~
268~285" A porous granular rock showing good signs of wator~ Production showing
to 4 1/2 gals per mine 150 feet of water ~tand in easiugo ~,~mp should be i~1sta.lled 10
feet off bottom°
COST INCLUDES ALL LABOR AND MATERIAL I=OR COMPLETION (DF SAID DRILLING.
~VRITE CHECK PAYABLE TO RAMPART DRILLING WORKS FOR THE SUM OF
THANK YOU VERY MUCH.
[)ATE.
BER~N._LIF~/C;LAUS OF RAMPART Op~LL1NG WORKS
%FRVIGF GHAPGP' OF I /°2 PF~ MGNTbl Will BE ASSESSED ON PAST DUE ACCOUNTS.