HomeMy WebLinkAboutT12N R4W SEC 10 LTS 19 S2 & 20 SW4
Municipality of Anchorage
DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION POUCH 6-650
ANCHORAGE, ALASKA 99501
INSPECTION REPORT ON ONSITE SEWAGE DISPOSAL SYSTEM AND/OR WELL
NAME ~)'~)L.-~--'~ ~-~',~.C_-~._'~_~ LOCATION ~W'~-.RLD ~ '~ ~ ~ ~
ADDRESS ~ ~O'~R~'T[ LEGAL DESCRIPTION .~t~.~l~ PERMIT NUMBER
~0F BEDROOMS
SEPTIC TANK
MANUFACTURER
MATERIAL ~"~"~"~"~"~'~- ~5 L.,.-
INSIDE DIMENSIONl
LENGT, J/A /W,0TH
~ '~. ~O
CAPACITY IN DALS.
#OF COMPARTMENTS
DEPTH
SEEPAGE SYSTEM
[] TILE DRAINFIELO
NUMBER OF LINES LENGTH EACH TOTAL LENGTH
DISTANCE BE~EEN LINES TRENCH WIDTH
DEPTHS: ,~; ~'T-
TILE TO GRADE FILL BELOW TILE FILL ABOVE TILE
~['SEEPAGE TRENCH OR [] PIT
\5 ~ ] [] LOGCRIB
[] RINGS- DIA.
FILL MATERIAL DEPTH
TOTAL EFFECTIVE ABSORPTION AREA; ~,~'~0 SO,, FT.
WELL
CLASSIFICATION I DEPTH
INSTALLER
PIPE MATERIAL
REMARKS ~:3 LL.. ~ \~
DATE~ ~O~,..)~,'l APPROVED B~~__
72-012 (9/77) =
DISTANCES
~ SEPTIC SEEPAGE SEWER
TANK SYSTEM LINE CESSPOOL WELL
WELL
TION ~5
SYSTEM DIAGRAM
LOT; ~ J~O BLOCK: SUBDIVISION:
F EF..M I T NO.
APPLICRNT DUDLEY RUGLEY 26t± N TRITI
LOCATION EMERRLD ST
I..EGRL Si/2 LOT iD SWl?4 L20 SiOTi2:NR
TYPE OF SOIL. RBSORBTION SYSTEM IS: TRENCH
BEDF..uoM=, = 4
MRXIMIJM NLflBEF.. OF
LOT SIZE 6'~¢4m =,~,URRE FEET
~.~.,. FT, E,R. - 150
SOIL RRTING "-'~ ..... ')-
THE REQUIRED SIZE OF THE SOIL RBSORPTION SYSTEM IS:
THE LENGTH DIMENSION IS THE LENGTH (IN FEET) OF THE TRENCH OR DRRINFIELD~
THE DEPTH OF R TRENCH OR PIT IS THE DISTRNCE BETWEEN THE SLIRFRC:E OF THE
GROUND RND THE BOTTOM OF THE E>¢CRVRTION (IN FEET).
THERE IS NO SET WI[:,TH FOR TRENCHES.
THE JF.H,EL DEPTH I=. THE MINIMLIM DEPTH OF GRRVEL BETWEEN THE OI.ITFRLL PIPE
RND THE BOTTOM OF THE EXCRVRTION (IN FEET).
RE,_-4Li I RE[:, SEPT I E: TRF~k4 S I ZE= f~.250 ,3RLLC"~'~S
F'Ri]:~(RGE PLR[.~T C, PTI ,],i'-,~
, ,',- TO THE
R PRCKRGE FI_HNT MR9 BE INSTRLLED RT THE PEEMITTEE ~ OPTION SUBJECT
FOLLOWING CONDITIONS:
p ~ .,-
$. EITHER R _.LR.~- I OR II N=,F RPPROVED PI_RNT MR9 BE INSTRLLED.
2. R CONTINUOUS MRINTENRNCE RGREEMENT IS REQ_IRE[:'. IF R blRINTENRNC:E
THE SOIL
HGREEfIENT IS NOT KEPT CURRENT YOLI MRY BE REQUIRED TO ENLRRGE
RB=,ORFTI-N SYSTEM RND/OR YOIJ MRY BE ~LIBJECT TO PROSECUTION.
-, .-- F.: E,2~ Li I
IN .... THIS
E. dJ~:,.FILiLI~'~a OF RNY SYSTEM WITHOUT FINRL ~PEPTIRN RND RPPROVRL BY
DEPRRTMENT WILL BE SUBJECT TO PROSECUTION.
MINIMUM DI_,[HNL. E BETWEEN R WELL RND RNb' ON-SITE' =,EWRSE DISPOSRL ~Y'~TEM IS
tE~E~ FEET FOR R PRI',/RTE WELL OR 28E~ FEET FOR R PUBLIC NELL
DH~ -
WELL LUna- RRE REQUIRED RNC~ MUST BE RETURNED TO THE DEPRRTMENT WITHIN 30
GF THE WELL COMPLETION,
OTHER REQUIREMENTS MR'¢ RPPLY. SPEE:IFICRTIONS AND CONSTRIJCTION DIRORRMS RRE
RVRILRBLE TO INSURE PROPER INSTRLLRTION.
I CERTiF'¢ THRT
i: I RM FRMILIRR WITH THE REQUIREMENTS FAR uN-_ITE _,EWEF._, RN[:' WELLS RS .=-,ET
FORTH E:Y THE MUNICIPRLITY OF HNCHURH.~E.
2: I WILL IN_TMLL THE SYSTEM IN RL.C~3RDHN..E WITH THE CODES.
]:: I UNDERSTRND THRT THE ON-z, ITE :EWER SVSTEM MRY REQUIRE ENLRRGEMENT IF THE
RESI[:,EMCE IS REMODELED TO INCL~.IDE MORE THRN 4 BEDROOMS.
~'L I CRNT DUDLEY RI3~EY
8
Performed For Dudley Rugeley
teoal ~escrintion: Lot Block
is Form Renorts Soi]s'Lo~
S 1/2 of Lot 19 and SW 1/4 of
2204 CleVeland Anchorage, Alaska 99503
· Date PeKformed
Subdivision
yes Percolation Test
Lot 20, Sec 10 T12N.R4W
Penth
Feet Soil Characteristics
Brown Silt
4
Sandy Silt, with occasional 3/8"
'pebbles
6
Brown Slightly Silty Sand, ·with
occasional Grauel
(150 Sq Ft~Bedroom)
18 -
Bottom o£ ~'est Hole
6/7/77
Was Ground Water Encountered? No ~/o^
I~ Yes, At what Depth?
) Readinq Date Gross Time .Net Time Denth. to H20 Net Dron
i ·
~ :
Percolation Rat6 Uinute
PrnPosed Installation: Seenaoe Pit Drain Field
Den. th of Inlet Depth To Bottom Of Pit Or
Cmq?ENTS: 150 Sq Ft drainaqe area required per bedroom from -7
Trench
to 16 feet.
Data Certified B~ CONSTRUCTION TEST
Date: 6/8/77
KEW$ COMPANY
WATER WELL DRILLINO
PU~/LP SALES & SE~'~VICE
(907) 243-789~ ~, 3163 LINDE~ D~vE
~EN JOHNSON . ANCHO~GE, A~S~ 9V502
January 25, 1978
Jim Frye
Emerald Sto
WELL
LOG
0 fro to 35 ft,
35 ft, to 58 ft.
58 ft. to 59 ft.
59 fto to 100 ft.
100 ft.to 100.5
100.6 to 104 ft.
104,ft. 203 fro
Silty sand
clay
water bearing sand.., bails dry
finee sand.o, weeps water
clean water bearing sand and gravel
40 ft. water., bailed at 15 gpm
Unable to clear up fine materials
bottom heaved in 20
dirty wet sand heaves 30 fro
6" of medium gravel and sand., very
tight, bottom stable, bails dry at
4 oom can perforate
204 ft. to 220 ft. clay
228 fto to 228 ft.
228 ft. to 230 ft. clay
230 ft. to 234 ft.
234 fto to 244 ft. clay
2~,$ ft. to 265 ft.
265 ft.
dirty silt with 'trace of gravel
ddirty fine sand with some gravel
clay and gravel
clean water bearing sand and fine
Static 55 ft.
drawdown ,to 150 ft. at 10 GPM
TEST PUMPED 42 HOURS continuous
clear and clean
~gravel
~oumping
ENVIRONMENTAL ENGINEERING DIVISION
Telephone 264-4720
JAN 3 I979
RECFIVFD
MUNICIPALITY OF Ai~.C~OR~,GE
MUNICIPALITY OF ANCHORAGE DEPT, OF HEALTH &
DEPAflTMENT OF HEALTH & ENVIflON~ENTAL P~OT~C~IRONMENTAL PROTECTION 825 L Street - Anchorage, Alaska 99501
REQUEST FOR APPROVAL OF INDIVIDUAL WATER AND SEWER FACILITIES
DIRECTIONS: Complete all parts on page 1. Incomplete requests will not be processed. PJease allow ten (10) days for processing,
PHONE
276-2929
PHONE
:1. PROPERTY OWNER
James A. Frye
MAILING ADDRESS
NHN E~erald Street, Anchoragg~ Alaska 99502
PROPERTY RESIDENT (If different from above)
2. BUYER PHONE
MAILING ADDRESS
PHONE
276-1933
PHONE
3. LENDING INSTITUTION
SEC~KLITY PACIFIC ~OKTGAGiE COP~ORATION
MAILING ADDRESS
1011 East Tudor Road, Anchorage, Alaska 99504
4. REALTOR/AGEN'r
n/a
MAILING ADDRESS
5. LEGAL DESCRIPTION
S 1/2 of Lot 19, ~ 1/4 of Lot 20, Sctn 10 Township 12 N R4W, Seward Meridian.
TREET LOCATION
NHN Emerald Street, Anchorage, Alaska -9502
6. TYPE OF RESIDENCE
~ SINGLE FAMILY
[~MULTIPLE FAMILY ~
7. WATER SUPPLY
INDIVIDUAL*
COMMUNITY
PUBLIC UTI LITY
NUMBER OF BEDROOMS
[] One :~ Four
[] Two [] Five
[] Three [] Six
[] Other
* ATTACH WELL LOG. A well log is required for all wells drilled
since June 1975. For wells drilled prior to that date, give well
depth (attach log if available.) /~/~--
8. SEWAGE DISPOSAL SYSTEM ~ INDIVIDUAL/ON-SITE**
[~] PUBLIC UTI L[TY
**if individual/on-site, give installation date ~/'//.
If system is over two (2) years old an adequacy test is required
by this Department,
NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED.
3000 ARCTIC BOULEVARD
ANCHORAGE, ALASKA 99503
(907) 277-7622
GEORGE M. SULLIVAN,
MA
DEPARTMENTOE ENTERPRISE ACTIVITIES
Sewer & Wator Utility
August 4, 1977
Re: South ½ of Lot 19 and the Southwest ¼ of Lot 20,
Section 10, T12N, R4W, S.M.
Dear Mr. Fry:
At this time the subject property does not have sanitary
sewer service. The subject property lies within the
C-3 Trunk drainage boundry, and since the C-5 Trunk has
not yet been built, sanitary sewer service to the subject
lot would not be economically feasible at this time.
The Proposed Capital Improvement Program has C-3 Trunk
Construction scheduled for 1979. If the proposed Capital
Improvement Program is approved and if bond funding is
available, the Sewer Utility will plan to build the
Trunk in 1979.
Depending upon the regulations of the ltealth and Environ-
menta.1 Protection Department, you may be required to
build a sewer line and connect to the C-5 Trunk ~hen it
is constructed.
If you have any questions, please contact me at 277-7622,
extension 242.
Sincerely,
'i'
JM:ks
ANCHORAGE, ALASKA 99507
August 4, 1977
Mr. James Frye
6041 MacKay Street
Anchorage, AK 99502
Re:
South 1/2 o~ Lot 19 and
Southwest 1/4 of Lot 20
Section 10, T12N, R4W, SM
Dear Mr. Frye:
Central Alaska Utilities, Inc., does not own, operate, or
maintain any water mains in the above referenced area
although it is in our certificated area. We do not have
any plans of installing water mains at this time or at
any time in the future.
If you have any further questions regarding this property,
please do not hesitate to contact this office.
Very truly yoh~s,
CENTRAL .~AL~AS~A U~TIr/~TIES, INC.
~/Customer Service Supervisor
SERVING SUBURBAN ALASKA