HomeMy WebLinkAboutCLAUDE H SMITH Lots 1 & 2 Plat# 78-58 S-4728
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
PLATTING OR PLANNING AND ZONING CASE REVIEW
CASE NUMBER $-4728
PETITION FOR
DATE RECEIVED
COMMENT TO PLANNING BY
ler Su',-veying ' es for Plat of Lots 1 & 2
REZONING ' ' ' ..... ~ ......
SPECIAL EXCEP~ION em. ?mltn bUDOlVlSlOn)- a SUDOlVlSlOn OT BLi~ Lot 19(
VACATION ~'x ~J~C~- ;;~thin thc ~f Sec 18, T15N, R1W S.M. Ak
REGUBDIVISION l'''r ~
. containing 2.490 acres
March 2~k~1978 FOR MEETING OF April 5, 1978
~ of Cases
COMMENTS:
ENVI RONMENTAL SANITATION: PUBLIC WATElt~,~OT AVAILABLE
PUBLIC SEWER N~ AVAILABLE TO SERVICE PETITION AREA.
ENVIRONMENTAL ENGINEERING:
71-014 (9/76)
April 24, 1978
Bill Jones - Planning Department
John W. Lynn - Environmental Engineering
Claude H. Smith Subdivision - Lot #2
Flle No.:
PB3
Soils a~e adequate and septic system can be destgned as submitted on
soils on this Plat #S-4728 Lot #2.
John W. Lynn
Environmental Engineering
JWL:lmp
'~' MUNICIPALITY OF ANCHORAGE ~
Departma.,~ of Health and Environmental P section
qTZ'( so .s
PERCOLATION TEST
Performed for ( / ~,~,' ~' ~-¥'~'~, '~-~'%
Le~a~ Description /3 L r~ _S~.6. ~ ~- ~, o~
Date Performed
2
4
6
8
10
12
14
16
18
iCIPALI'I"Y OF ANCHOI~.GE
J'~%t~pA~J-i~EN% OF HEALTH &'
Tr.j.~ .jRONi,,AEN1. AL pRoTECTtOt'4
Date Net Time Depth Net .Drop
Percolation Rate /0 minute5 /l"h.¢~ ~ 16'.5,
0 Et E GEOIECHNICAL Et DEVELOPMENT CO.
Russell Oyster
694-2774
Soils ~t Foundations
Box 90, Davis St., Eagle River, Alaska 99577
SOIL LOG
Earl Ellis
Land Development
Performed for:
Name: Mr. Claude H. Smith
Ma111ng Address: Box 173 Eagle River,
Tel. No. 688-2776
Alaska 99577
Legal Description: Lot 2, Claude H. Smith Subdivision of B1M Lot 196
Depth (feet) Sol1Ch~Kacterlstlc$
1
3
ML - Silt topsoil with roots and organics.
GP-GM - Silty Sandy Gravel. Overall quite coarse
materials.
GP-GM - Silty Sandy Gravel. More cemented with silts
than the above materials.
GP - Sandy Gravel with slight trace of silts.
275 sq. ft./Br.
140 sq. ft./Br.
170 sq. ft./Br.
125 sq. ft./Br.
7
8
9
10
11
-Gl~-~--Silty Sandy Gravel.
GW - Sandy Gravel.
bottom of pit.
~m of pit.
Water running in readily at
12m
13
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH &
ENVIRONMENTAL pRO, eCTtON
15' AU6 2
16
RECEIVED
Ground Water Encountered: Yes ~JC No~ If yes, what depth
·-':~ Proposed Installation: Seepage Pit Drain Field ~
Comments: Pit measured approximately 3 x 12 feet in plan area.
pit log~od the same.
250 sq. ft./Br.
100 sq. ft./Br.
All sides of the
Perfomed by: ~""~~ (f~. Date: April 22, 1978