HomeMy WebLinkAboutCOHOE LT 7
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: ~'~O.~.~ ,~ PIDNumber: O1~- OSi--
~eme:; ~_ OP-_T'o ~[ . ~ ~~ Wastewater System: ~ New ~Upgrade
Address: ~
q~51 ¢~,~.~ A~ ABSORPTION FIELD
Deep Trench ~ Shallow Trench ~ Bed ~ Mqund ~ Other
LEGAL DESCRIPTION SoilRating: I, ~ GPD/Sq. Ft. Total Depth from origi~al ~rade:
Lot: Block: Subdivision: Depth to pips bottom from original grade: Gravel depth beneath pipe
~ N ~ CO ~O ~ ~ Ft. ~ Ft.
Township:[~,~ ~ Range:~ ~ ~ Section: Fill added above original grade:~ Ft. Gravel length: ~ Ft.
Number of lines: ~Distance ~tween lines:
WELL: ~ New ~ Upgrade Grave~:~ ~ Ft. I I '~ Ft.
Classification(Private. A.B.C): To[al Depth: Cased To: Total absorption area: Pipe material:
Ft Ft. ~ ~ SQ. Ft. 5~ ~ ~)
Driller: Date Drilled: Static Water Level: Installer: Date installed: j
Yield: GPM I Pump Set at: Ft. ICasing Height Ab°ye Gr°und:Ft. TANK
SEPARATION DISTANCES ~Septic n Holding C S.T.E.P.
To Septic Absorption Lift Holding Public/Private Manufacturer: Capacity in gallons:
From Tank Field Station Tank ,Sewer Lines A ~ ~ ~ ~ '~ ~ / ~
Well ~ - S' /~ M,teriah ~ ~' Number of Com~entw,
su,,c, ~ ~ -- LIFT STATION
w=t~r ~- ~ A
LineL°t ~ ~ ~ ~ Size in gallons:I~ Manufacturer:
CurtainDrain ~/~ ~A Pump Make&Model I Electricallnspectionsperformedby:
Remarks: B[~H
Location and Description:
I~ ~ssumod filowtion:
EN~E~EAL ,
Inspections performed by: ~ Dates: l st ~/s l~, :~t.tt
Department of Healt. h'~qd Hu~ Services approval / V~.~;,.-:,. ,..:. ,,:,,,
approved by: / '. ~'""~ ~'~,~:":"
Reviewed
and
72-013 (1/91) MOA 25
I
FRONT YARD A VAILA.~LE ~ I I
FOR FUTURE ~ ~ I
UPGRADE ~~~1
I
15 0 /5 30 4~ 50 75 90
ZC~LE~ ]' = 30 FT,
TU9~EN SPURKLAN9 P,E, LOT 7 CgHOE S/D
803 W 15TH, AVENUE GARY flBRTON DATE, 0C~ ~ 1993
ANCH, AK, 99501 ' 5] ZT~UTZ A VENUE SHEET, ~/3 5~Z~, 2437
(9Q7) R79-391~
Nonltor Clean
"' Oeon Out I
S ~nd~rd Trench:
42' LONG TOTAL
ii'DEEP.... FD EXIST, TRENCH
6' OF SEWER RDCK ~IVERTER VALVE(~
4' m;n, Cover
Loca$e 10' dls~onf
?rom o~1 Fences
Cleonou~s
Won/got
~ I
6 Fee~ o< Septic Rock IJ
8~ ~, ~DTTDM S]~ING. ] 0~. O0 FT,
TBBBEN SPURKLAN~ P,E. L~ 7 C~H~E SEPTIC SYSTEM AS ~UILT
E03 UlSTH, AVENUE GARY HDRTBN ~ATE, DC~ ~ i993
ANCH, AK, 99501 935I S~RUTZ AVE SHEET, 3/3 6RI~, ~437
PAGE 1 OF 1
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND HUMAN SERVICES
P.O. BOX 196650, 825 "L" STREET, ROOM 502
ANCHORAGE, ALASKA 99519-6650
ON-SITE WASTEWATER DISPOSAL SYSTEM (UPGRADE) PERMIT
PERMIT NUMBER:SW930298
DESIGN ENGINEER:TOBBEN SPURKLAND, P.E.
OWNER NAME:HORTON GARRY C & ELSENA
OWNER ADDRESS:9351 STRUTZ AVE
ANCHORAGE, AK 99507
DATE ISSUED: 8/13/93
EXPIRATION DATE: 8/13/94
PARCEL ID:0t505119
LEGAL DESCRIPTION: COHOE LT 7
LOT SIZE: 8892 (SQ. FT.)
NUMBER OF BEDROOMS: 4 THIS PERMIT:
THIS PERMIT IS FOR THE CONTRUCTION 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 (iSAAC80).
3. THE ENGINEER MUST NOTIFY DHHS AT LEAST 2 HOURS
PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY
CALLING 343-4329 OR 343-4681 AFTER BUSINESS 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.
SPECIAL PROVISIONS:
DATE: . . _
/
SPUR~(LAND F'_ E_
~0o W 15th. Avenue, Suite 206
ANCHORAGE, ALASKA 99501
(907) 279-39i6
SEPTIC SYSTEM DESIGN
LOT 7COHOE S/D
GARY HORTON
No Ground Water or Impervious Layer to 15 ft.
Use Standard Trench
Soil Rating.
From test 7/27/95
5 min/in =1.2 gal/ft.sq.
Required Area per Bedroom:
150/1.2 = 125 sq.ft..
'Testhole Total Depth 15
Less 4 feet 11
Less 5.5 Cover 7.5
Rock Depth 6
Number of Bedrooms 4
Length of Trench 125 x 4 / 12 = 42
S¥'STEM CONF I GIL]I~I:~ A T I ON
STANDARD TRENCH
TOTAL LENGTH 42 FT.
TOTAL WIDTH 2 FT.
TOTAL DEPTH
ROCK DEPTH 6 FT.
COVER 4 FT.
SEPTIC TANK 1250 GAL.
ABANDON EXISTING SYSTEM
PUMP AND CRUSH EXISTING TANK
· ?-EXCAVATE TESTHOLE TO 17 FT.
'There are no developed or natural surface / sub surface drainage
courses on this or the adjacent lots.
The proposed septic system will not change the general slope of
the area. Ponding and/or concentration of surface runoff will not
result from thins installation.
The original system for- this lot was remitted for- three bedrooms.
The house has been upgraded to four bedrooms. The front yard is
available as a backup location for future upgrade.
'This subdivision is on a community well.
PERFORMED FOR:
Municipality of .Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
DATE PERFORMED:
(ENGINEER'S SEAL)
LEGAL DESCRIPTION: L,,+ -/
7
8
9
10
11
12
13
14
15
16
17
18
19
2O
Township, Range, Section:
SLOPE
s
L
IF YES, AT WHAT O
DEPTH? p
E
SITE PLAN
Depth to Water/~er
Monitoring? ? '~-'~ Date:
Gross Net Depth to Net
Reading Date Time Time Water Drop
PERCOLATION RATE ~ (minutes/inch) PERC HOLE DIAMETER
COMMENTS
PERFORMED BY: '~-'~", ~I~ I
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE.
72-008 (Rev. 4/85)
CERTIFY THAT THIS TEST WAS PERFORMED IN
DATE: ~ ]11. I ~ ~
(J
..._ ~1~ '9- ,-, z~ I ~ Nfl:E;
t,.~ I I I,q: !--4~--- - ~ ALL:A~ A ~ELLLoT~ . ~E~VE~
i~. 3 ~ I i~
~ I ; ~ I ~ I ~ I
~ II x ! I
~ Ill 4~ ~ ~ 7 iI ~
~ I'1 ¢ ~ / I
5 ~ 5 iI
SCALD 1' = ]OOFE
TDBBEN SPURKLAND P,E, LDT 7 CDHDE S/9 ~.,~c ~,~,~.
203 W 15TH. AVENUE GARY RTON narc, AUG. 11. i993
ANCH, ~K, 99S01 93~1 STRUfZ ~VENUE SHEET, 1/3 ~I~,~437
(9fl7) P79-3916
I
FI~DNT )/A~I~ AVAILABLE
FORUPGRA.~EFU TUI~E) II1~ ~
I
I REPLACE rANK ~ / / I
i ~IVE~TE~ VALVE ~// I
, E~I~ TING TRE~~
Tu~E. s~u~..~ ~,~, LOT 7 COHOE S/~ s[..~c SYSTES ~ES~aN
203 ~ 15TH, AVENUE GARY HD~TDN ~ATE,
ANCH, AK, 99501
~Q7~ ~7~-~ ~351 ST¢UTZ A VENUE SHEET~ ~/3 6~Z~, ~437
_1
I_ 42
Monitor Clean
'~ Clean
Standard Trench;
42' LDNd ~TAL
,,'DEEP.__ TD EXIST, T~ENCH
6'~F SE~E~ RDCK ~IVE~TER VALVE(~
4' m~n, Cover
LocaSe ]0' dls~an~
~rom all Fences
'~ ~r ...... ~850 9o~ Septic ~onk
'- ' .... . Cleanouts
~Monlgor ~ Exist Ground
M/ro~/ I40 --
6 Fee~ oP Septic RocR --/ 1~50 GAL SEPTIC TANK
TO,BEN SPURKLAND P,E, LDT 7 CDHDE SE.Tm SYSTEM DESIGN
803 ~15TH. AVENUE GARY HDRTDN DATE, AUG, I1, 1993
ANKH, AK, ~O1 935I 3T~UTZ AVE SHEET, 3/3 GRid, ~437
ANCHORAGE AREA BO;
Department of Environmental Quality
3330 C Street
Anchorage, Alaska 99503
'IGH
INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM
MAILING ADDRESS ~:>~
LEGAL DESCRIPTION
SEPTIC TANK:
DISTANCE Pm_.
FROM W E LL~-~n/Yw
MAN U FACTU R ER
MATER IAL
NUMBER OF
COMPARTMENTS
INSIDE LENGTH
INSIDE WIDTH
LIQUID DEPTH_
LIQUID CAPACITY /(~)0 GALLONS.
SEEPAGE ~l~.,-'~/La~
NUMBER OF PITS
DIAMETER __
OR WIDTH , LENGTH.__, DEPTH
LINING MATERIAL
BUILDING FOUNDATION
ADDITIONAL ABSORPTION
CRIB SIZE: DIAMETER__
NEAREST LOT LINE
_DEPTH DISTANCE FROM: WELL
TOTAL EFFECTIVE /~,,
ABSORPTION AREA (~)~'7~-C~) SQ. FT.
WELL:
TYPE
BUILDING
FOUNDATION __
CESSPOOL
APPROVED
CONSTRUCTION
NEAREST
, LOT LINE
, OTHER SOURCES.
DISAPPROVED
NEAREST
SEWER LINE
DEPTH DISTANCE FROM:
SEPTIC SEEPAGE
, TANK __., SYSTEM
REMARKS
DISTANCES:{'~ ~.
INSTALLED BY:
PIPE MATERIAL:
LOT SLOPE:
REMARKS:
Form No. EQ~031
DATE
G.A.A.B.
PERMIT NO. ( ?6265 )
APPLICANT
LOCATION
LEGAL
~ILJNICI. ~LIT'~ IDF: ~q~C:F. ,~:aCiE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL P~<OTECTION
25i0 E. TUDOR RD., ANCHORAGE, AK. 99507
SE[-IEE: PEE:~-I IT
~CONSTRIJC:TION
STRUTZ RVE
L? COHOE SUBD
SRA BOX 889
LOT SIZE
9000 SQUARE FEET
TYPE OF SOIl_ ABSORBTION SYSTEM IS: TRENCH
MAXIMUM NUMBER OF BEDROOMS
SOIL RATING (SQ FT/BR)= 85
THE REQUIRED SIZE OF THE SOIL ABSORPTION SYSTEM IS:
[)EPTH= _'~-. 5 L_E~IISTH= 22 13 I~' R"¢ E L E~'E P'¥ H~-= ~S;
THE LENGTH DIMENSION IS THE LENGTH (IN FEET) OF THE TRENCH OR DRRINF'IELD.
'THE DEPTH OF R TRENCH OR PIT IS THE DISTANCE BETWEEN THE SURFACE OF THE
GROUND AND THE BOTTOM OF THE EXCAVATION (IN FEET).
THERE IS NO SET WIDTH FOR TRENCHES.
THE GRAVEL DEPTH IS THE MINIMUM DEPTH OF GRAVEL BETWEEN THE OUTF~LI PIPE
AND THE BOTTOM OF THE E%CBVATION (IN FEET).
F.: E C-~.LI I F..:E[) SEF'T I L-~.- T Ft r-lI~;: S; I ZE = :IL 0 ~_:~ ~-Z'~ C~i~-~ L._ L. r~]i ~-~ S;
BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION AND APPROVAL BYTHIS
DEP8RTMENT WILL BE SUBJECT TO PROSECUTION.
MINIMUM DISTANCE BETWEEN A WELL AND ANY ON-SITE SEWAGE DISPOSAL. SYSTEM IS
iOO FEET FOR R PRIVATE WELL OR 200 FEET FOR R PUBLIC WELL
SPECIFIC8TIONS AND CONSTRUCTION DIAGRAMS ARE AVAILABLE TO INSURE PROPER
INSTALLATION.
F'EF-:t-1 I 'f '-..'AL I D. FCIF: O~E YEAF-: FROt-1 I SSLIE
I CERTIFY THAT
l: I AM FAMILIAR WITH THE REQUIREMENTS FOR ON-SITE SEWERS 8ND WELLS RS SET
FORTH BY THE MUNICIPALITY OF 8NCHORAGE.
2: I WILL INSTALL THE SYSTEM IN ACCORD8NCE WITH THE CODES.
~: I UNDERSTAND TH8T THE ON-SITE SEWER SYSTEM MRY REQUIRE ENLARGEMENT IF THE
iESiDENCE ~~I40[~.T,;, ;NCLU~,~E MORE THAN 3 BEDROOMS.
APPLICANT PHILLIPS CONSTRUCTION
MUNICIPALITY OF ANCHORAGE .....
of Health and Environmental _ zection
Departs.
SOILS LOG
PERCOLATION TEST
Performed for Phillips Construction
Date Performed
5/28/76
Legal Description
0
0.5
4
6
~ 9.5
10
1.0.5
13.5
{4
Lot 7 Cohoe Subdivision
(Test hole location on back.)
Organics
Gray, well-graded gravel (GW) with trace silt
Perc rate = 85 ft.2/bdrm.
Gray, well-graded, silty gravel (GM)
Perc rate = 225 ft.2Lbdrm.
Gray, well-graded gravel (Gw) with trace silt
Perc rate = 85 ft.2/bdrm.
Light gray, gravelly silt (ML)
~ Perc rate = 27~ ft.2/b
No water -table encountered.
AVEI~GE PERC P,_ATE FROM SOILS LOG = 125 ft.2/bdrm.
Date Net Time Depth .. Net Drop
Percolation Rate minute
Performed By ~, .t~ ~_ ALASKA GEOLOGICAL CONSULTANTS. INC.
N