HomeMy WebLinkAboutHUFFMAN #1 Block 1 Lot 7liALAT-Prna.n 9/O
L7
B1
REAiER ANCHORASE AREA BORuUGH
Department of Environmental Quality
3330 C Street
Anchorage, Alaska 99503
INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM
SEPTIC TANK:
DISTANCE
FROM WELL ~-~3
INSIDE LENGTH
MANUFACTURER,/~'~'~-~
INSIDE WIDTH
MATERIAL~
NUMBER OF
COMPARTMENTS
LIQUID DEPTH
LIQUID CAPACITY /°(..5 C~ GALLONS.
SEEPAGE PiT:
NUMBER OF PITS I DIAMETER --
LINING MATERIAL~ CRIB SIZE:
OR WIDTH
DIAMETER
BUILDING FOUNDATION__
NEAREST LOT LINE__
LENGTH DEPTH
t
DEPTH DISTANCE FROM: WELL /(~O .
TOTAL EFFECTIVE
ABSORPTION AREA (WALL AREA) ~$~ SQ. FT,
ADDITIONAL ABSORPTION
WELL:
TYPE ~0~
BUILDING
FOUNDATION __
CONSTRUCTION/q~ ~ ~ DEPTH
NEAREST NEAREST SEPTIC
LOT LINE SEWER LINE TANK
CESSPOOL
OTHER SOURCES
APPROVED DISAPPROVED REMARKS
DISTANCE FROM:
SEEPAGE
SYSTEM
DISTANCES:
INSTALLED BY:~
PIPE MATERIAL: (~ ~'!
LOT SLOPE:
REMARKS:
DIAGRAM OF SYSTEM
DATE ?/7~/'"~ ~ APPROVED
., ~ GR[
DEPARTMENT OF ENVIRONMENTAL DUALITY
3330 "C" STREET ANCHORAGE, ALASKA 99503 . TELEPHONE 274-456 ~
SEWAGE DISPOSAL SYSTEM ~ APPLICATION AND PERMIT
TYPE AND ~lZE OF FACILITY TO BE SERVED
COMPLETION DATE ANTICIPATED.
FINAL INSPECT ON: 24 HOUR NOTICE REQUIRED. BACKfilling' ~F~ ANY ~YSTEM ~I.~HOUT FINAL iNSPECTiON BY THE
DEPARTMENT OF ENVIRONMENTAL Qu~Li~Y ~UTHoRITY Wi'EL BE suBJECT
TM PROSECUTION.
MINIMUM DISTANCES, REQUIREMENTS
FOUNDATION TO SEPTIC TANK
FOUNDATION TO SEEPAGE PIT ., DRAIN FIELD
SEPTIC TANK TO SEEPAGE PIT WALL --/'~/O/
WATER MAIN TO SEPTIC TANK
FIELD
SEEPAGE PIT
ALSO CONSIDER AREA WELLS.
DRAIN FIELD
SEPTIC TANK SEEPAGE PIT
TO RIVER, LAKE, STREAM.
SEEPAGe PIT
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 BIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT
FITTED WITH AIRTIGHT REMOVABLE CAPS.
GRAVEL BACKFILL
CONFORM TO BOROUGH REGULATIONS REGAI~DING INSTALLATION.
DIAGRAM OF SYSTEM
I CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28-68 AND THAT THE ABOVE
C
DESCRIBED SYSTEM IS IN ACCORDANCE WITH SAID CODE.
DATE
'" "' GREATER ANChorage AREA BorOugh
DEPARTMENT Of ENVIRONMENTAL QUALITY / .- .
--- , ' / ~J/il
INSTALLATION OF: SEPTIC TANK / SEEPAGE PIT / DRAIN FIELD _, OTHER
FINANCED THROUGH TO BK INSTALL~ BY
~---~-- NOTE: THIS P~RMI? IS NOT VALID WITHOUT
FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE
DEPARTMENT OF ENVIRONMENTAL QUALITY AUTHORITY WILL BE SUBJECT TO PROSECUTION.
SEPTIC TANK slzr~//--~2/2~ ¢/4/::_ TYPE
MINIMUM DISTANCES, REQUIREMENTS
FOUNDATION TO SEPTIC TANK ~ /
FOUNDATION TO SEEPAGE Pit ~ / , DRAIN FIELD
SEPTIC TANK TO SEEPAGE PIT WALL /~'~
. DRAIN FIELD
DRAIN FIELD ALSO CONSIDER AREA WELLS.
WATER MAIN TO SEPTIC TANK //) / SEEPAGE PIT
SEPTIC TANK, /~ SEEPAGE Pit ~ DRAIN FIELD
TO RIVER, LAKE, STREAM.
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
PITTED WITH AIRTIGHT REMOVABLE CAPS.
CONFORM TO BOROUGH REGULATIONS REGARDING iNSTALLATION.
--SEEPAGE ABEA SIZE,~'¢~'~ ~'~'~'~/~'~ TYPE
DIAGRAM OF SYSTEM
I CERTIFY THAT IAM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ¢
ACCORDANCE WITH SAID CODEC ~
DATE APPLICANT'S SIGNA
AND THAT THE ABOVE
J~n Smith Bmalt-y
~for~ any cc~m~ k~gins (m ~h~ lo%, a ~m~t ~m~ De ~
-If you have any furt:hmr quest, please fe~L fz~e ~o oc~ta~t mm
at 274-4561, e~m~ioa 137.
$~ncerely,
CONSULTANTS, INC.
ANCHORAGE
FAIRBANKS
JUNEAU
249 EAST 51ST AVENUE · P, O. BOX 6087 · ANCHORAGE, ALASKA 99503 · TELEPHONE 907-279'0483 · TELEX 090'35419
January 30, 1975
R & M No. 562002
Jean Smith Realty
746 F Street
Anchorage, Alaska
99501
Re:. Test Hole and Soil Log Report for Sanitary System
Lot 7 Block 1, Huffman Subdivision Addition No. 1
Dear Miss Smith:
We are submitting herewith the test boring results and our comments
regarding soil conditions encountered at the subject site. This
investigation was performed in accordance with your request of
January 29, 1975, and those precedures outlined in a letter dated
December 19, 1974 by M~. Rolf Strickland of the Greater Anchorage
Area Borough Department of Environmental Quality.
A single test hole was'put down within the Lot 7 area for the purpose
of defining general subsurface so±l conditions for the proposed sanitary
system. Excavat±on was accomplished with an auger type drilling rig
and the test hole was extended to a total depth of 20.0 feet below ground
surface. One sample was recovered from a depth of 17-19 feet in the
test hole and retained for grain size analysis. The results of this
sample are enclosed. The final log prepared for the test hole has been
included in Drawing A-010
Ground water was not encountered in the test hole.
We appreciate being given this opportunity to be of service to you.
Should you have any questions with regard to the above, please do not
hesitate to contact us.
Very truly yours,
R & M CONSULTANTS, INC.
Rooney '
Vice President
JWR/bm
Enclosure
xc: GAAB
T. H. 1
1-30-75
0.07
Silty Sand
w/some Gravel
Brown (SM)
Sand, w/some
Gravel, Trace Silt
(SW)
' 4.0'
14.0'
Silty Sand
w/some Gravel
No Water Table
20.0'
NOTE: .Test Hole extended with auger type drilling unit.
DATE
Engineering ~5 Geological Consultants Inc.
ANCHORAGE FAIRBANKS ALASKA JUNEAU
1-30-75 SCAUE 1"=3 '
Jean Smith Realty
Log of Test Hole
Anchorage, Alaska
WED Ip,oJ.~,o. 562092 ow~ No.. 6r9.~ ..
~"~kBORATORY TEST REPO"~"~"~
Insitu Material R~M PROJECT NO. 562002
TEST ON
PROJECT N~ PROJECT NAME Jean Smith Realty LAB NO. 75A-292
SAMPLED FROM Test Hole 1 SUBMITTED BY Jones FIELD NO, 1
SOURCE Lot 7, Block 1, Huffman subdivision No. 1 .DATE REPORTED 1-30-75
LOCATioNAnchorage, Alaska DEPTH 17-19' DATE SAMPLED, 1-30-75 DATE RECEIVED 1-30-75
+ ~O
%+5
GRAVEL
SAND
°/o SILT
% CLAY
FSV
CLASSIFICATION
'Il
FAA
UNIFIED AASHO
(SM) :
LL
CLASS
COMPACTION
OPTIMUM MOISTURE
MAX. WET DENSITY
MAX. DRY DENSITY
CORR. MAX, DRY DENSITY
% FRACTURE
METHOD
NATURAL DENSITY
NATURAL MOISTURE
WEIGHT LOOSE
WEIGHT RODDED
REMARKS
#16
-,~ 2O
L068372
#40
#'~0
.OOSMM
DELETERIOUS MATERIAL
· MINUS ~'~ 200 MESH
SOFT FRAGMENTS·
COAL B LIG. OR LT. WT, PART.
CLAY LUMPS
STICKS ~ ROOTS
FRIABLE PARTICLES
SPECIFIC GRAVITY
ABSORPTION
'FINENESS MODULUS
'SULFATE SOU N D N E"S S
FREEZE-THAW RATIO
L:A. ABRASION LOSS
DEGRAOATION VALJJ E
THIN-ELONGATED ' ,
ORGANIC COLOR.
STATIC IMMERSION
BRAND ' Oe/o
~% ~ VZ% 2%__
CO~ RSE SPEC, ' FINE SPEC '
GRADE
.%
Engineering E~ G~oiogical Consultant=
MOISTURE - PERCENT
SIX INCH WATER WELL DRILLED AND CASED OUT TO T THQF · feet~
DRILLED At THE RaTE Of ,:l.?.O0 PER FOOT. '~,~,J~,,~ ~
LOCATION OF WELL SITE ~* ~ - I ~ ~ .... ~ _~. ,,~, ~
DRILLER~e ~l=n~ o~ ~m~ ~11~.~ ~0~ 4;
WELL LOG:
Hardpan ~ several ~mal~ boulders.
S~y blue o!~y wit~ 30% gravel an~ cobb3.es,
X~X-X60' S~y water bearing gravel. Very silty,
X60-~63' Water bea~in2 olean gravel produoing 3 1/2 to S Gp~with a ~0~ foot head~
l~,mp ~bO,Ald. be~ inst_~]le~ tw~ feet off oased hottom,~ Total casing: 168 feet -
:L62 feet at SX?bOO per foot: $27~.00
/Pltless adapter installed:
6 feet of oasing wel~ed above
COST INCLUDES ALL LABOR AND MATERIAL FOR COMPLETION OF SAID DRILLING.
WRITE CHECK PAYABLE TO RAMPART DRILLING WORKS FOR THE SUM OF
THANK YOU VERY MUCH.
BERNIE CLAUS OF RAMPART DRILLING WORKS
DATE
WELL BE ;ED
SERVICE CHARGEOF lY~% PEr MONTH
Date Received April 27, 1976
Time of Inspection 9:30 a_.m.
Date of Inspection 4-30-76 Friday
REQUEST FOR APPROVAL OF 5e~
4.
5.
6.
e
A. Installed
C. Septic Tank:
D. Seepage Pit:
E. Disposal Field:
Distances:
Be
FOR
Cony.
Approval requested by: First National BAnk of Anchorage
Mailing Address: Post Office Box 720, 99510 Phone:
Property Owner: William R. Breedlove Phone:
Mailing Address: Star Route A Box 390B
Legal Description:
Location:
Type of facility to be inspected Single Family
Well Data: Indi~id~al
A. Type ~,~ B. Depth
C. Construction~; ~'~~ D. Bacterial Analysis
Sewage Disposal System: On-site system
B. Installer
1. Size 2. Manufacturer
1. Absorption Area 2. Material
Total length of lines
A. Well to: Septic tank
Nearest lot line
B. Foundation to septic tank
Lot 7 Block 1 Huffman Subdivision Addition ~1
No, of bedrooms 2
, Absorption area
, Other contamination
, Absorption area
C. Absorption area to nearest lot line__
169'
, Sewer Lines ,
F~-~3A (1/74/ Paam 1 nf twn Daa~
J,4UNICi?ALIT¥ OF ANCHC)RAGE
GREAI'ER ANCHORAGE AREA BOROUGH .... [Nvmo,~,'~[l'~,,,XL 'i:o'n:cnoN
Department of Environmental quality ......
3330 "C" St,, Anchorage, Alaska 99503 -
RECEIVi!D.
REQUEST FOR APPROVAL OF
INDIVIDUAL SEWER & WATER FACILITIES
1. Type of Inspection:
2. Property Owner:
Mai.ling Address:
3. Name of Buyer:
Mailing Address:
4. Name of Lending Institution:
Mailing Address:
5. Name of Realtor or Agent:
CMRD VA FHA
~ ~a ~ - ~7~]~Day Phone
Day Phone
Phone
Mailing Address:
CONV ~
Phone
Legal Description: /-ar 7, Z /o E /,
Type of Facility to be inspected: ~ No. Bdrms. 2_
Water Supply
Type of Supply:
Public Utility
Individual
If Individual, number of dwellings presently served
If Individual, depth of well (gq
Sewage Disposal System
Type of System: Public Utility
If Individual, date of installation
Individual (on-site)
Fll-fl~7 ~1 /7zll
Page 2 of two pages - Re~- st for Approval of Individual er & Water Facilities
begal ~Descripti0n Lot 7 Block 1 Huffman Subdivision Addition
Comments
Approved~/~' ~,.~J~4~ sapproved Date ~-~{ ' 7~
App~ Valid for one year from date signed
Greater Anchorage Area Borough, Department of Environmental Quality
DIAGRAM OF SYSTEM
certify that the information contained in this request for approval to be a true and
accurate representation of the subject sewer and water facilities and these facilities
are operating satisfactorily.
SIGNED
Date
OcLober 4, 1~73
Mr. Vernon E. Huffmaa
SCar (Lout~ A, Box 4L)53-.C
A~)chora,.je, Alaska ~95:]7
SubjecC: Lo~ 7, 51ock l~ iiuffman Subdivisiu~, ~ I
D~ar iir. ?.uffman:
T',~] ~d~ar~nl; of £~viron~a~ntal Quality has r~view~d the sui~abiiiCy of t~e
subjccC )et for on~-sit~~ se~er an~ ~at~r dis~)osat. A~ the pr~sonc ~i~J~ ~.~
finJ ~aat i c is riel..~nysically ,~ossi~)e Co ~nstal/ an on-~i~-~ se>~er syste~'a
dil~goatl si,:e of ~h<~ lot, where ta~ s~epagc F, it would 9o, this v;:ou'ld place
prior t~) ?uulic st~w:~r ~<:inS~ availabl<~. Ue r~.~gr~L:t 'Lids situaLion; no~.~vcr, wu
diaanccs and Codes,,
lihould you Fiavc: qu~sti~ms in regards ~o this or need clarification of
i'~as be....~ discuss(Jcl or t~'ie ~h¢'lose~ diagraF~), );-'ic~se cen'Cacc
di rectly.
Si ncerely,
kolf Strickland,
Chief Sm~itarian
told
Enclosure
!
I
0 0
'P
0
o
I ~0.00
ALAS~<A
HIGHVVA Y
S TAT E
\
S 8D°SD'OO"Vv~
$ ~3°59'00"V~
lO' UTILITY
EA5EM£NT
", -BU{LT
i?
It, is ~J~e responsibility o! the o~,,er oe
builder, prior ~'~ con_s:ruc~ten, to verify
~toposed building arade relative to
heal grade and uti!i~y eonnectAc~'m and
+,o de,ermine the exr~ence-of ~uy ea~e-
I~e~t~, covenanL/, or re~t~ctJor~ whO. ch
do not ~e ~rded subdl~-
~ vl~p~ on
LEGEND:
~) Brass Cap Monument
0 Iron Pipe
· Steel Pin
· .Ig Survey Hub a Tack
LOT SURVEY CERTIFICATION
Lot ~ , Block =:~
z't~I F ~- lVl,~u
Anchorage Recording Precinct, Alaska
REVISIONS D&TE
~r~,,~ ey: DICKINSON-OSWALD
~ Cordovo Street
J~t,: Anc~foqe, Alvs~v Ph, ~77-16~5
BY