HomeMy WebLinkAboutUS SURVEY 3200 LT 15
Municipality of Anchorage Page
DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744
On-Site Wastewater Disposal System and/or Well Inspection Report
Permit Number: %v'/~1 ~ c~ ~ -I ~ PID Number:
Name: ~)~.-~ ~ ~TR~ ~LV[ ~ Wastewater System: ~ New ~ Upgrade
Phone~D~ ~__~ lNo. of Bedr~ms: ~DeepTrench OShaliowTrench OBed OMound OOther
TotAl Depth from originsl grade:
LEGAL DESCRIPTION soil Rating: O,~ GPD/Sq. ~t.
Depth to pipe botfom f¢om original grade: Gravel depth beneath ipe
Range: ~ Section: 'ill added above original grade: Gravel length:
Township:l~ [ W ~ O,O Ft. ~'
WELL: ~New ~ Upgrade ~ve~idm: Numberoflines: ~Distancebe~eenlines:
Classification (Private, A,B,C): Total Depth: Cased To: Total absorption area: Pipe material:
Origer: Date Drilled: Static Water Level: Installer: Date installed:
Yield: Pump Set ah Casing Height Above G¢ound:
SEPARATION DISTANCES ~Septic ~ Holding ~ S.T.E.P.
w~,- ~t~' I1~' ~/k N/A N/A Materia,: kS~ O,zeL Number of Compa~ments: ~
su~o~ "/k "/A ~ LIFT STATION
Line ~
,Pump on" level at: J"Pump oil"level ~t: J High water alarm at:
Foundation ~ ~ ~ j ~ ~
Cu~ain ~ ~j~ =ump Make & Model J Electrical Inspections performed by:
Drain
Remarks: W6~ ~ioM ~6b ~o~ ~'~ BENCH MARK
,nspections performed by: ~ . D at es:ll;~
Department of Healt~and Human Se~ices approval .~",.~~ ~ ~.,
72-013 (Rev. 9/9t) MOA 25
· Permit No. ,_%v,~ ~ ~ o t -] S Page ~-- of ~-
Municipality of Anchorage
DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744
On-Site Wastewater Disposal System and/or Well Inspection Report
Legal Description: ~' ~,c,c, L.o-~ t-~ PID No.:
72-O13 A (Rev. 9/91 ) MOA 25
~, .~0 # 133HS 33S £'ON 370H 2S3~
PAGE $ OF 4
"% ~F/ ENGINEERS
~kV,~ SURVEYORS
~ PLANNERS
B '~ I PROJECT MANAGERS
723 West Sixlh Avenue
Anchorage, Alaska 99501
'~ SOILS LOG
[] PERCOLATION
TEST
OATEP~RPOR~EO ~In /R~
LEGAL OESCRIPTION: ~'A'S~ ~2-~Z'o0 ~'~ ~ "~-~ ~
16-
17
18
zg
2O
~*, * ~ WAS GROUND WATER
t ~;·· ...... .~
I¢ YES, AT WHAT
DEPTH?
SLOPE
S
L
O
P
E
SITE PLAN
PERCOLATION RATE' (mmuleshnch J
TEST RUN BETWEEN FT AND FT
PAGE
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND HUMAN SERVICES
P.O. BOX 196650, 825 "L" STREET, ROOM 502
ANCHORAGE, ALASKA 99519-6650
ON-SITE WELL AND WASTEWATER DISPOSAL SYSTEM PERMIT
PERMIT NUMBER:SW950175
DESIGN ENGINEER:LCMF LIMITED
OWNER NAME:CALVIN DEA B III & KATHLEEN F
OWNER ADDRESS:HC 52 BOX 8571
INDIAN, ALASKA 99540
DATE ISSUED: 7/21/95
EXPIRATION DATE:
PARCEL ID:09004117
LEGAL DESCRIPTION:
US SURVEY 3200 LT 15
LOT SIZE: 166650 (SQ. FT.)
NUMBER OF BEDROOMS: 2 THIS PERMIT: 2
THIS PERMIT IS FOR THE CONTRUCTIOM OF:
DISPOSAL FIELD /SEPTIC TANK / WELL SYSTEM
ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH:
1. THE ATTACHED APPROVED DESIGN.
2. ALL REQUIREMENTS SPECIFIED IN ANCHORAGE MUNICIPAL CODE CHAPTERS
15.55 AMD 15.65 AMD THE STATE OF ALASKA WASTEWATER DISPOSAL
REGULATIONS (18AAC72) AND DRINKING WATER REGULATIONS (iSAACS0) .
3. THE ENGINEER MUST NOTIFY DHHS AT LEAST 2 HOURS
PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY
CALLING 343-4744 ( 24 HOURS ) (NOT REQUIRED FOR WELL ONLY PERMIT)
4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL
ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING
WEATHER MUST BE EITHER:
A. OPENED AND CLOSED ON THE SAME DAY
B. COVERED, SEALED AND HEATED TO PREVENT FREEZING
5. THE FOLLOWING SPECIAL PROVISIONS.
1 OF 1
7121/96
SPECIAL PROVISIONS:
AT THE TIME O~ ~ .O/~UOTIO~NEER~ SH~LL PERFQRM:~A SOILS
OFFICE WITH T~-B~LT/I~TiON REPORT.
ISSUED BY:
July 19, 1995
Mr. Dan Roth
Municipality of Anchorage
Department of Health and Human Services
On-Site Services
P.O. Box 196650
Anchorage, AK 99519-6650
r- SURVEYING
PLANNING
PROJECT MANAGEMENT
Re~
Lot 15, U.S. Survey 3200
Dee Calvin Property
Dear Dun:
In accordance with AMC 15.65.030.D.4 a, b, c, d, we are providing the narrative description for
the proposed improvement.
The probable impacts to adjacent properties for this development is minimal. Lot 15 is on a
gradually sloping hillside (±6%) with birch, cottonwood and alder vegetation. Subgrade soils
appear good, with the receiving layer being a sandy gravel capable of handling the flows
anticipated. Adjacent properties surrounding the Dee Calvin site are undeveloped at this time.
Probable impacts to adjacent property wells is negligible.
Probable impacts to adjacent property wastewater systems is negligible.
This property is approximately 3.6 acres und there is sufficient reserve space for additional
leach fields, if required.
The site is located on a gradually sloping (±6%) hillside. Impacts to any surface drainage
will be nonexistent.
An additional two vertical feet of soils information will be obtained during construction of the
trench drains to verify suitability of the drain field. This information will be trunsmitted to your
office.
If there are any further questions, please feel free to contact me at 562-1830.
Sincerely,
Scott Hattenburg, P.E.
Principal
SLH:cbl:95-031
cc: Dee Calvin
139 East 51st Avenue o Anchorage, Alaska 99503-7205 · Phone: (907) 562-1830 , Facsimile: (907) 562-1831
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723 West Sixth Avenue
Anchorage, Alaska gg$01
SURVEYORS
PLANNERS
PROJECT MANAGERS
PERFORMED FOR
DATE PERFORMED
SOILS LOG
PERCOLATION
TEST
7
SLOPE
10
11
12
13-
14
15
16
17
18
19-
20-
WAS GROUND WATER
ENCOUNTERED?
IF YES, AT WHAT
DEPTH?
PERCOLATION RATE' /~'~' ~ ~' {mi,,ule$/,nchl
TEST RUN BETWEEN ~'~ . FT AND ~,O FT
~501
ENGINEERS
SURVEYORS
PLANNERS
-- PROJECT MANAGERS
LEGAL DESCRIPTION:
DATE PERFORMED'
SOILS LOG
PERCOLATION
TEST
1
2
3
4
5
6
7
8
9-
10
11
12
13
14
15
16
17
18
19
20
SLOPE
SiTE PLAN
WAS GROUND WATER S
L;
ENCOUNTERED? ~ O
IF YES, AT WHAT
DEPTH?
Reading Date Time Time Water Oro~
~ 5;o~ /o ~,~ I ~/~
~ .... ~:/~. ~o ~,~ ...... J~G .....
PERCOLATION RATE
TEST RUN BETWEEN ~ ,~/~_ FT AND ~" FT
~o~
~ m ~ 10D700', ~ 329.16'
5Q' ~LM ROAD & UTIL ROW
~g~ o~>~=z"~ S 01~24'00'' W 533.83' (PLAT)
.q.~o ~}~l~O N 01~6'48'' E 333.52'
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