HomeMy WebLinkAboutCINERAMA TERRACE BLK 3 LT 3Cineromo
Terro
Block 3
Lot 3
#
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: ~,t {. o~,fo PID Number: O~ o - o~ -
Name:
Oo~ ~--r,~ Wastewater System: ~ New D Upgrade
Address:
Phone:
Total Depth from original grade:
LEGAL DESCRIPTION Soil Rating: 0.~ GPD/Sq. Ft.
Subd[v~ion: ~pth to pipe boEom from origina g ade Gravel depth beneath pipe
Ft. Ft.
Township: ~,~ Range: ~ii Section: ~ Fill add~ above~,~original_gmde:l.~ Ft, Gravel~[ ~ ~lengt · ~ ~ Ft.
Number of lines: JDistance b~ween lines:
WELL: ~ New ~ Upgrade Gravel width: ~' ~ Ft. ~I ]~' Ft.
Yield:] Pump ~t at: Casing Height Above Ground:
SEPARATION DISTANCES = Septi= ~ Ho~Uin~ ~ S.T.~.P.
TO Se~ic Abso~tion Lift Holding )ublic/Private Manufa~urer: Capeci~ in gallons:
t 'Material: Number of ~mpa~ments:
Water I°~~+
~ -- LIFT STATION
LineL°t ~ I i ~ J ~ ~ ~ Size in gegons: ~ Manufacture~
Remarks: BENCH MARK
A~umed ]00. 0 ~t,
Elevation:
Inspections pedormed by: 170~Eagle River Lo~ Road,~.~ ~nd. w-7'~-~ ~ t *OBEET CCOW~
Depa~ment of Heal~,Hfi~n S~i~s approva~ q¢
Reviewed and approved by: /~/ ~. ~ Date:/0 -//-~ '~t~[~,~.
7~-013 (Rev, 9/91 ) MOA 25
Permit No.
SW960190 2 2
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
LOT ,5, BLOCK .5, CINERAMA TERRACE 020-05`5-29
Legal Description: PID No.:
NEW 1RENCHES ALT. j m
~s~ ~NEW ~25~ GAL
BCO 13'
40.5' FINAL G~D[ C02 C04
MT1 t46.5' 139'
~C05 t75.5'
~AT~R
NO GROUND
61.4 B.O.~
~ I
F :N~ GRADE~
72~O13 A (Rev. 9/91 ) MOA 25
~201 Ramona St. 99515 ~ANC~OI~
SIX INCH WATER WELL DRILLED .......... OUT TO THE DEpTH OF 5 i S feet,
DRILLED AT THE RATE OF ~2~, ~)~ PER FOOT,
PROPERTY OWNER Mr. Doug Fulton
LOCATION OF WELL SITE Lt. 3 Blk. 3
DRILLER Bernie C1 aw s o f Ram cart
WELL LOG:
~'0 - 19'
15 - 21 '
~-9 183
Sub.
Drilling Works. SE? 2~ 199~
Municspali~y o1 Al~cno~ a~e
Dept. Health & Human Services
'Silty sandy gravel with small boulders. 10% clay material.
Cpp~omerate of broken bedrock~ ,bu~ ~ab~e, to d~i~e ~$ee% casing.
2~ - 315~"';Bedrock. A sedimentary rock material. '
From 80 to 8~ ft. ~ there was a beginning of ~ ~z*'~]~'" '
...... ~. ~ signs of water in a granular
'type rock. A little under 1/2 gpm, No new signs of water until 2~-247'.
Production was~p,-to a full,one gpm..-gD,~ilons~p~P~h'~Ur..By~.295 ft. , comi'.g
out of more granular tyoe rock, ~ield was up to ver~ close to 2 I/2 gpm.
it was decided that. a little more footage drilled~would up,the production~
Charge for 3!5. ft. x $23.00
& in this particular.case, that was a good decision. Production improved to
a full fou~_gpm. For short duration pumping afte.r~R~l drawdown, t~is Well
pumps 5 gpm. Then slows down to just over 4 gpm after 30 minutes time.
Water recovery is back up to within 60 ft. , of surface.'$ubmersible Rump,
(A one horsepower pump) should be installed down ~o 25~ ft. or even some-
deepe~. A..3/~:horse Rdmp may be sufficie~ ~t:,.25~,~-' ~:~.,~.~ ........
No charge for mob or demob, or set-up,
per ft: $7,2~5.0~
COST INCLUDES ALL LABOR AND MATERIAL FOR COMPLETION OF SAID DRILLING,
WRITE CHECK PAYABLE TO RAMPART DRILLING WORKS FOR THE SUM OF $7',2~45,00
THANK YOU VERY MUCH.
DAT~
Seetember 2. 1994
SERVICE CHARGE O F 1'~% PER MONTH WILL SE A$fE$sED ~)N'- PAST DUE ACCOUNTS.
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND HUMAN SERVICES
P.O. BOX 196650, 825 "L" STREET, ROOM 502
ANCHORAGE, ALASKA 99519-6650
PERMIT NUMBER:SW960190
DESIGN ENGINEER:S & S ENGINEERING
OWNER NAME:FULTON DOUG
OWNER ADDRESS:16440 BLACK BEAR CIR
ANCHORAGE, ALASKA 99516
PAGE 1 OF 1
ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT~-~"~
DATE ISSUED: 7/11/96
EXPIRATION DATE: 7/11/97
PARCEL ID:02003329
LEGAL DESCRIPTION:
CINERAMA TERRACE BLK
3 LT 3
LOT SIZE: 99516 (SQ. FT.)
NUMBER OF BEDROOMS: 4 THIS PERMIT: 4
THIS PERMIT IS FOR THE CONSTRUCTION OF:
DISPOSAL FIELD /SEPTIC TANK SYSTEM
ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH:
1. THE ATTACHED APPROVED DESIGN.
2. ALL REQUIREMENTS SPECIFIED IN ANCHORAGE MUNICIPAL CODE CHAPTERS
15.55 AND 15.65 AND THE STATE OF ALASKA WASTEWATER DISPOSAL
REGULATIONS (18AAC72) AND DRINKING WATER REGULATIONS (18AAC80).
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.
SPECIAL PROVISIONS
RECEIVED BY:
ISSUED BY: ~- ~
Rick Mystrom,
Mayor
Municipality of Anchorage
Department of Health and Human Services
825 "L" Street
P.O. Box 196650 Anchorage, Alaska 99519-6650
343-4744
July 31, 1995
Doug Fulton
PO Box 971
Delta Junction, Alaska
99737 0971
Subject: Lot 3 Block 3 Cinerama Terrace Subdivision
Permit ~SW940266, PID $020-033-29
The subject permit, issued July 29, 1994 by this office for a
single family well and/or on-site wastewater system, has
expired as of July 29, 1995.
A new permit must be obtained from this office for a well
and/or on-site wastewater system NOT installed by the
expiration date.
If you have drilled the well, a well log must be sent to
this office for documentation of the installation and to
close the permit.
If a licensed Professional Engineer has inspected the
installation of the on-site wastewater system, the original
as-built inspection report must be sent to this office for
review, approval and documentation. All inspection reports
must be submitted within 30 days of construction completion.
When applying for a new permit., the fees are: $320.00 for an
on-site wastewater permit; $12'0.00 for a well permit and
$440.00 for a combined on-site wastewater and well permit.
If you have any questions, please call this office at 343-4744.
S17cerely' /~
~raom;~am~ ManS~geP~E'
On-site Services
enc:
Copy of Permit
cc: S & S Engineering
PAGE
MUNICIPALITY OF ANCHOR. AGE
DEPARTMENT OF HEALTH AND HUMAN SERVICES
P.0. BOX 196650, 825 "L" STREET, ROOM 502
ANCHORAGE, ALASKA 99519-6650
ON-SITE WELL AND WASTEWATER DISPOSAL SYSTEM PERMIT
PERMIT NUMBER:SW940266
DESIGN ENGINEER:S & S ENGINEERING
OWNER NAME:GIBSON ROGER
OWNER ADDRESS:3407 LORE ROAD
ANCHORAGE, ALASKA 99507-3017
DATE ISSUED: 7/29/94
EXPIRATION DATE:
PARCEL ID:02003329
LEGAL DESCRIPTION: CINERAMA TERRACE BLK~ 3 LT
3 ~
LOT SIZE: 88920 (SQ. FT.)
NUMBER OF BEDROOMS: 4 THIS PERMIT: 4
THIS PERMIT IS FOR THE CONTRUCTION 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 AND 15.65 AND THE STATE OF ALASKA WASTEWATER DISPOSAL
REGULATIONS (18AAC72) AND DRINKING WATER REGULATIONS (18AAC80).
3. THE ENGINEER MUST NOTIFY DHHS AT LEAST 2 KOURS
PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY
CALLING 343-4744 (24 HOURS)
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
7/29/95
SPECIAL ~~~
PROVISIONS:
RECEIVED BY:
ISSUED BY:
DATE:
DATE:
ROBERT SHAFER, P.E.
ROGER SHAFER, P.E.
July 4, 1994
CIVIL ENGINEERS
(907) 694-2979
FAX 694-1211
HEALTH AUTHORITY
APPROVALS
SEWER & WATER
MAIN EXTENSIONS
SEWER & WATER
INSPECTION
ENGINEERING STUDIES
AND REPORTS
WELL INSPECTION
& FLOW TEST
ROAD DESIGN
SOILTEST
PERCOLATION
TEST
Municipality of Anchorage
DEPARTMENT OF HEALTH AND HUMAN SERVICES
825 'L' Street
P.O. Box 196650
Anchorage, Alaska 99519-6650
REFERENCE: Cinerama Terrace Subdivision; Block 3; Lot 3
Request you issue a permit to drill a well and install a septic system
to ser~e the pro~ four bedroom house o~ the referenced property.
Test holes were excavated and percolation tests
approximate locations of the test holes are located
site plan. The monitoring tubes within the test
checked and found to be dry.
performed. The
on the attached
holes have been
This property has enough area for a future septic upgrade which can be
seen on the attached site plan. We do not anticipate any adverse
effects on neighboring properties by the installation of the proposed
septic system.
If you have any questions, or require additional information for your
review, please contact us.
/~/LSU/jk
ON SiTE
WASTE WATER
DISPOSAL SYSTEM
DESIGN
17034 NORTH EAGLE RIVER LOOP · SUITE204 ° EAGLE RIVER, ALASKA99577
NV]d 3ils ,OS = ..L
Municipality o! Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
PERFOR~A ED FOR: ~'~ ~'- ,I ~,~'~/'~.TM
LEGAL DESCRIPTION:~/~7~PrfCL~ ~ ~/~rownship, Range, Section:
1
2
3
4
6
7
8
9-
10-
11
13-
14-
15-
16-
17-
18-
19-
20-
ELOPE
WAS GROUND WATER ~v~ ~O
ENCOUNTERED?
S
IF YES, AT WHAT ~- ~
DEPTH? p
E
Depth to Water AlterM.iterin,? ~-~y D a :~¢~.~/~.4/~te
SITE PLAN
' I
(,7.
Reading Date Gross Net Depth to Net
Time Time Water Drop
., Y,z"
PERCOLATION RATE (~ ~* (minutes/inch) PERC HOLE DIAMETER
TEST RUN BETWEEN ~/ FT AND 5 FT
COMMENTS
$ & S ENGINEERING
PERFORMED BY: '
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELIN~T ON THIS DATE.
72-008 (Rev. 4/~)
CERTIFY THAT THIS TEST WAS PERFORMED IN
DATE:
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L' Street, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
PER FORMED FOR: '~['~ ~---~-I ~--
· EGALDESOR,PT,ON: '
[~/~ Township, Range, Section:
1
2
3
4-
5
6
7
8
9
10
11
12
13-
14-
15-
16-
17
18
19-
20-
SLOPE
WAS GROUND WATER
ENCOUNTERED?
IF YES, AT WHAT
DEPTH? pC
E
Mo~iteri~D? ..,i/"-"~ Date:
PERFORMED
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELII
72-008 (Rev. 4/85)
SITE PLAN
Reading Date Gross Net Depth to Net
Time Time Water Drop
: ~2- I h,~ ~ 'I~ '~ ~/~, ~
:~ I0" ~/~ Y~"
PERCOLATION RATE ~. 0 (minutes/inch} PERC HOLE DIAMETER
TEST RUN BETWEEN ~T AND ~ FT
COMMENTS
S & S ENGINEERING J /
17034 Eagle Rive~ Loop Road No. 204
ATE:
CERTIFY THAT THiS TEST WAS PERFORMED IN