HomeMy WebLinkAboutT12N R3W SEC 22 LT 44A
' 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'lnspection Report
N~: ~.~ ~ .~~. Wastewater System: ~New 'D Upgrade
Address: '
~l~ ~ ~ ~-~G~' ABSORPTION FIELD
Phone: ~_,t~ ~No.~drooms: ~DeepTrench ~ Shallow Trench DBed ~Mound .~Other
Total Depth fr~m original grade:
· LEGAL DESCRIPTION so,,~,i~: ~. ~/s~.~,. ~.~- ~'~'
Lot: ~ A Block: ~ Subdiv~ Depth to pipe~,~/- z' ~ ~b°lt°m from original grade: Ft. Gravel depth beneath~.opipe Ft.
Township: ) Range: m section: Fill added above original grade: Gravel length;
Number of lines: 0ist~e~tween lines:
~ Q New D Upgrade Gravel width: ~/~ Ft. t / Ft.
Classification (Pri~~ Total Oepth: Cased To: Total absorption area: Pipe matePal:
Driller: ~ StaticWaterLeve): Installer:
SEPARATION DISTANCES ~s~c ~ Holding ~ S.T.E.P.
To Septic' Absorption LiE Holding ~ublic/Private Manufacturer: Capacity in gagons:
Prom TaBk Field Station Tank ~ewer Lines ~ . ~
Lot Size in gallons: ~ Ma~
Foundation ~ ~ ~ I[
' BENCH MARK
Remarks:
Location and Description:
Department of Heal~ and ~man ~rvices approval 't ;~;;',.. .. ....." ~;~
Reviewed and approved by: ~2 ~~Date: /~ --/~-~
72~13 (Rev, g/91) MOA 25
AS-BUILT DRAWING /
AC = 115 ~ /
BG = ~CH. ~NGTH ~5'7
9H = H5,5
~O~ORE ::TREN~H~ AR
B ~ i PVC (D3034).
~ . 100 FT, RADIUS
PREPARED BY~ ALASKA WATER & ~ASTEWATER, ~4 ,.. ....'~,
AS-BUILT
DRAWING
NEW 1250 GALLON SEPTIC TAN[.
ANCHORAGE TANK, INLET INV,
= 95,03, OUTLET INVERT = g4.77
TANK SET LEVEL WITHIN .00 FEET,
. FRDH
HDUSE, INVERT AT FOUNDATION C/0 = 96,6
LENGHT DF PIPE FRDN FOUNDATION
TO TANK IS APPROXIMATELY
THE SLOPE = ~X TD 3~,
GROUNO ELEV, AT TANK VARIES (99,6 +)
MINIMUM COVER = 4 FEET,
GROUND ELEV, OVER
TRENCH IS 9&,D DR
= 3~. FEET.~..
FOR LOCATION OF M, Ts gEE PLAN DRAWING
/--FILTER FABRIC OVER DRAINROCK
B, BOTTOM DF TRENCH = 05,8
C, ND GROUNDWATER TD DEPTH DF lB FEET,
TRENCH LENGTH = 85 FEET
E, TOTAL ADSORPTION AREA : 1360 SD, FT,
SEPTIC UPGRABEI T18N~ R3~/, SEC 88~ LOT 44A,
PREPARE]) FDRI BRUCE GtFFEN
ALASKA .~/ATER & WASTEWATEE
DATD 10/8/9G ])WN, GARNESS
~BENCHMARK IS TOP OF WELL HEAD,
ASSUMEO ELEVATION = 103,58
:ALE~ NTS
g~
$ 00'0~'00" r
S 00'04'46" ~
33u,o2' (M)
N 00'04'0o" w ~3o.o5' (M)
~ ~ oo'o,~'oo" w_. ~o.oo'
OUR
ROAD
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND HUMAN SERVICES
P.O. BOX 196650, 825 "L" STREET, ROOM 502
ANCHORAGE, ALASKA 99519-6650
PAGE 1 OF 1
ON-SITE WASTEWATER DISPOSAL SYSTEM (UPGRADE) PERMIT
PERMIT NUMBER:SW960055
DESIGN ENGINEER:ALASKA WATER & WASTEWATER SERVICES
OWNER NAME:DICKEY CLOSEY F
OWNER ADDRESS:il525 OUR RD
ANCHORAGE, AK. 99516
DATE ISSUED: 4/22/96
EXPIRATION DATE: 4/22/97
PARCEL ID:01514235
LEGAL DESCRIPTION:
T12N R3W SEC 22 LT 44A
LOT SIZE: 206250 (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 (18AACS0) .
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:
Ao OPENED AND CLOSED ON THE SAME DAY
B. COVERED, SEALED AMD HEATED TO PREVENT FREEZING
5. THE FOLLOWING SPECIAL PROVISIONS.
SPECIAL PROVISIONS: . ,/ ~
DATE: ~/~'~
B,L,M, LBT 37, SEC 22., T12N, R3W., S,M,, ALASKA.
LOT IS UNDEVELOPED, HOWEVER THERE I2 AN
BLD WELL BN THE PROPERTY WHICH IS >100
FEET FROM THE PROPOSED SEPTIC SYSTEM
UPGRADE BN LOT 44A
NBRTH PRBPERTY LINE
B,L,M, LOT 45, SEC 22, T12N, RSW, S,M,, ALASKA,
LOT IS DEVELOPED, HOWEVER, ALL WELLS AND
STRUCTURES ARE >200 FEET FROM THE PROPOSED
SEPTIC SYSTEM UPGRADE ON LOT 44A,
SEPTIC UPGRADE : B,L,N LBT 44A, SEC 22, T12N, R3W, S,M,~ ALASKA
PREPARED FBR ~ BRUCE GIFFEN
PREPARED BY~ ALASKA WATER & WASTEWATER,
DATE, 4/1/96 I DRAWN' GARNESS ISCALE: 1' = 100'
'. ~E~,= 8~,8~ NORTH PROPERTY LINE
? ........ ~ ....... ~ ............ ~.~:, ~.~., ..
'IRESERVE TRENCH LENb/H = ua ', ', : D~ A'"'D ~itH'IN":~O ~-
~B ~E CBNSTRUCTE~ IN FUTURE,~ .......
~:EE:~< ~ :~89 7¢ ..... ' ,
~j :~' ~:7 C/D PRIMARY TRENCH LENGTH = 85
~ // y~s~ ~ :~'K
C/~ 1~50 GALLBN SEPTIC TANK
SEWER LINE, .4 INCH
CIO,
DIA, PVC, D3034, SLOPED
1/4 INCH PER:FOOT MIN,
'ION C/D
NEW HOUSE
EXISTING
BOUNDARY WELL 100 FT, RABIUS
DF PARKING AREA
· NEAR DRAINFIE/
SEPTIC UPGRA3E ~ B,L,N LOT ~4A, SEC NB, TI~N, R3W, S,N,, ALASKA
PREPARE3 KDR ~ 3RUCE GIKKEN
~REPARED
DATE, / 4/I~96
%/,,./,,,~,
ALASKA WATER & WASTEWATER,
InRAWN~ GARNESS I1" = 40'
~07~L TRENCH LENGTH
~ ~SFEE~
TOTAL ABSORP~ON AREA
= ~60 SQUARE FEE~
WITH NATIVE SOIL AND MOUND.
TOPSOIL & RESEEDING SHALL BE THE
REPSPONSIBILITY OF THE PROPERTY OWNER.
--ILTER FABRIC SILT BARRIER.
2 INCHES OF BOARD INSULATION IF SOIL
COVER IS LESS THAN 3 FEET. INSULATION SHALL
COVER THE ENTIRE WITH OF THE TRENCH.
4 INCH DIA., ASTM F810 PERFORATED P.,IPE.
INSTALLED WITH HOLES DOWN. PLACE 2"
OF DRAINROOK OVER TOP OF PIPE, AND
ACROSS THE ENTIRE WIDTH OF THE. TRENCH.
PiPE SHALL BE LEVEL (WITHIN ,01 FEET).
TUBE (TYP).
PERFORATED IN DRAINROCK.
NOTE:
FEET MIN.
1. TRENCHES SHALL RUN PARALLEL TO THE
SLOPE CONTOURS.
2. FOR LOOATION OF OLEAN-OUTS AND
MONITORING TUBES, SEE SITE PLAN.
3. CONSTRUCTION PRACTICES, AND MATERIAL
SPECIFICATIONS SHALL COMPLL Y WITH
ANCHORAGE MUNIOIPAL CODE 15,65, "WASTE-
WA TER DISPOSAL REGULATIONS".
4. INSTALLATION SHALL COMPLY WITH SPECIAL
PROVISIONS AS. NOTED ON THE SEWER PERMIT.
5, SMEARED BOTTOM AND SIDEWALLS SHALL
BE RAKED.
DRAINROCK SHALL BE SCREENED PER M.O.A.
SPECIFIOATIONS. DIRTY DRAINROCK WILL BE
REJECTED.
TRENCH DETAIL: B.L.M LOT 44A, SEC 22, T12N, R3W, S.M
PREPARED FOR: BRUCE GIFFEN
ALASKA WATER & WASTEWATER SERVICES
DA TE: 4/1/96 D WN: GARNESS SCALE: NTS
Municipality o! Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
925 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG ~ PERCOLATION TEST
PERFORMED FOR: ~> '~--" ~'~' ~"~'
LEGAL DESCRIPTION: [.. O ~"'
1
2
5
6
7
8
9
10
11
13
14
15
16
17:
18 -
19-
20-
DATE PERpO~ME~
Township, Range, SEction:
";' SLOPE SI~E PLAN ."
WAS GROUND WATER
ENCOUNTEREO?
DEPTH?
--Monitoring?
~o
,s
IF YES, AT WHAT I~ /~ . pO
Gross Net ' Depth to Net
Reading Date Time ·. Time . Wate¢ Drop
~. ,, ~ ~ ~ ~ '/+', '
PERCOLATION RATE /o-~' . (n~inutes/inch) PERC HOLE DIAMETER
TEST RUN BETWEE" ~'"~'.FTAND 9 F~
72-008 (Rev. 4/85)
Mun c parity of AnChorage
DEPA.R,T.MENT OF HEALTH &'HUMAN SERVICES
825 'L' Street, Anchorage, Alaska 99502-0650
SOILS LOG ~ PERCOLATION TEST .
DATE PERFOF{MIS~
LEGAL DESCRIPTION: ~T ~ A
. SLOPE
1
3 ~L
4
7
11
13-
14
15
16-
17
19-
20-
;OMMENTS
IF YES, AT WHAT
DEPTH?
8lTD PLAN
Gross N9t · Depth to Net
Reading Date Time Time Water Drop
, . ~ ~ /~z
PERCOLATION RATE ~''-7 , (minutes/inch) PERC HO~.E DIAMETER
~' '~FT AND ~ , FT
TEST RUN BETWEEN
{ FT
ACCORDANCE WITH ALL STATE AND MUNJCIPAL GUIDEL NES IN EFFECT ON TJ418 OAYE, DATE: I'~-,//~ {/?~- ·
72-008 (Rev, 4/85}
'Facsimile Transmittal
Alaska Water & Wastewater
Consulting Engineers
Phone: (907) 337-6179 Fa,Y: (907) 336-3246
8471 Brookridge Dri~re
Anchorage, Alaska 99504
Date:
Attention:
From: Jeffrey A. Garness, P.E., M.S.
Number of pages (including this cover):
Comment(s):
Reply requested: [] Yes [] No
8471 Brookridge Drive ~ Anchorage ~ Alaska
Phone (907) 337-6179 ~ Fax (907) 338-3246
Consulting Engineers
April 1, 1996
Municipality of Anchorage
Department of Health & Human Services
Division of Environmental Services
On-Site Services Section
P.O. Box 196650
Anchorage, Alaska 99519-6650
Ref~ Sewer Permit for B.L.M. Lot 44A, Sec 22, T12N, R3W, S.M.
To whom it may concern:
The subject property is served by an existing private well (letter from driller attached), and a
private septic system. The existing septic system is undocumented and going to be abandoned.
The property owners are planning to construct a new 4 bedroom house on the site this summer.,
consequently, a new septic system is required. Comments regarding the proposed upgrade are
summarized as follows:
1. Soils: The test hole revealed that the soils were primarily SM/ML overlaid with 2-3 feet of
till (silt, sand, gravel mix). The percolation rate of the SM/ML soil was determined to be 6.5
minutes/inch to 27 minutes/inch, however, the soils visually appeared to be tighter. The
overlying till was not tested, but visually appeared to be considerably more l~orous. To be
conservative, I am proposing to use an application rate of .45 gallons/day/ft~. The design is
summarized as follows:
2. Trench Design:
a. Percolation Rate: 6.5 to 27 minutes/inch
b. Application Rate: .45 gallons/day/f~2
c. Number of Bedrooms: 4
d. Design Flow: 600 gallons per day
e. Minimum Absorption Area: 1333 ft2
£ System Type: deep trench
g. Effective Depth: 8 feet
h. Width: 2 feet minimum.
i. Length: 83.5 feet minimum
3, Surface Waters: Them are no surface waters within 100 feet of the proposed septic
upgrade.
4. Slopes: The lot slopes downhill from south to north at approximately 3% grade, and downhill
from east to west at approximately 5% grade. In short, the lot is relatively flat.
I am unaware of any adverse impacts this installation would have on adjacent wells or septic
systems. If you have any questions, please contact me at 337-6179, or on my digital pager at
1-800-481-1162. Thank you.
Sincerely,
Jeffre, n P.E.M.S.
Own~
Giffen 1 .wps
SENT BY:rips-are-minerals ~t ; 3-21-96 ;
'FAX TRANSMITTAL l!' el ~o~*
8:86 ; nps-aro~
Water Well Data Sheet
9073383246;; L'
Purpose: The purpose of this data sheet is to provide the Municipality of
Anchorage, Department of Health & Human Services, with infon"nation
regarding drilling and casing specifications for a water well drilled on the below
identified lot. This well was drilled prior to 1975, before which time, submittal of
Well logs was not required.
Legal Land Description;
T. 12 N., R, 3 W.,
S action 2'2,
BLM Lot 44tA (a re subdivision of 8LM lot 44)
Seward M eridian, Alaska
Consisting of 207,900 sq ff (approximately 4.77 acres)
Physical Address:
11525 Our Fid.
Anchorage, Alaska 99518
Owner at the time the well was drilled: Mr. Johnston
W~terWell Data;
Drilled by: Paul Bergstedt, owner of Sunset Drilling
Company
Date Drilled: 1958.
Well Icg: not available.
Total well Depth'. 70 to 8o feet,
Depth of casing: 70 to 80 feet to the bottom of the hole.
Oasing perforation~ or screens', none, easing ,open at bottom
of h01e.
Well casing: 5 inch steel well casing, will accommodate
standard pump (3-5/8 inches in diameter)
Bedrock: not encountered
Pitless adapter: 7 fl to 8 fl below surface.
· The,above water well data is provided by Paul Bergstedt. Paul Bergstedt was
· the ·owner and operator of Sunset Drilling who drilled the water well on the
above referenced lot. Currently, Paul Bergstedt lives in Kilua Kens, Hawaii
00'0~'00" ~- 330.00' (P)
00'04%8" ~ 330.02' (~)
00,04'00" w 330.05' (~)
C3
~-~---0
oe
' "' /~ x,,~ ' 825 _ STREET
? .... ~,, ANCHORAGE, ALASKA 99b01
Karl Maerzluft
Star Route A Box 1627-C //~
~pproual ~or ~ho ~nd~v~dual sewor and va~er fac~k~es
cannot be granted until the following items hav~ been
completed: ~/ /
(1) The water analysis report needs to be su~i~d ~
~Sr~~ from the Chem Lab, 5633 B Shreet, for
(2) A cleanout needs to be installed to %he sephic tank
and leaching area. This is to insure proper distance
requirements are met between ~he well and sewer system.
(a) If the septic tank is 50 feet away and the leaching
area is 100 feet away from the well, an adequacy
test will need to be performed on %he existing
leaching area. This test will determine if the
system is adequate according to National Standards.
A lishing of private firms performing the test is
enclosed. This repor~ will need to be submitted
this office for our review.
(b)
The septic tank needs to be pumped and verified
for size. This will need to be verified by a
registered engineer and the report submitted to
this office.
(2)
In the event the tank, leaching area or both are less
than the required distance from the well, an upgrade
will be necessary.
~'~ ~ Kar 1' Maerzluft
November 10, 1981
Page Two
Prior to an upgrade, a soils test will need to be performed
so that a permit can be issued by this department.
If there are any further questions, please call this office
at 264-4720.
Sincerely,
Robert C. Pratt, R.S.
Associate Specialist
RCP/ljw
_ ~ D/~T~-R EC EiV ED
~; INSPECTION APPOINTMENTS
TIME TIME TIME
DATE DATE DATE
,NSPECTOR ,NSPECTOR ,NSPEOTOR :¼
~/~UNICiPALIT¥ OF ANCHOEAGE
MUNICIPALITY OF ANCHORAGE DEPT. OF
DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTEC~~ONM~NTAL
OCT 3 0
ENVl RONMENTAL SANITATION DIVISION
REQUEST FOR APPROVAL OF INDIVIDUAL WATER AND SEWER FACILITIES
DIRECTIONS: Complete all parts on page J. Incomplete reques~ will not be proce~ed. Please allow ten (~0) days for processing.
~AILING ADDRESS
PROPERTY RESIDENT (If different from a~ove) PHONE
2. BUYER / /" PHONE
MAILING A~DRESS
3. LENDING INSTITUTION ~ PHONE
MAILIN HESS
4. REALTOR/AGEN~ PHONE
MAI LING ADDRESS ' /
5, LEGAL DESCRIPTION
6. TYPEOF RESIDENCE NUMBER (~BEDROOMS
[] One [] Four [] Other
~ SINGLE FAMILY [] Two [] Five
[] MULTIPLE FAMILY [] Three [] Six
7, WATER SUPPLY
'~ INDIVIDUAL* * ATTACH WELL LOG. A well log is required for all wells drilled
[] COMMUNITY since June 1975, For wells drilled prior to that date, give well
[] PUBLIC UTI LITY depth (attach log if available,)
8. SEWAGE DISPOSAL SYSTEM
~ INDIVIDUAL/ON-SITE** ?', YEAR ON-SITE SYSTEM WAS
INSTALLED.
[] PUBLIC UTILITY
NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PR(~CESSING CAN BE INITIATED.
72-010 (Rev. 6/79) .z~.2~,,~
(HIS SIDE FOR OFFICIAL USE ONLY
1, TYPE OF RESIDENCE NUMBER OF BEDROOMS
[] SINGLE FAMILY [] ONE [] THREE [] FIVE [] OTHER
[] MULTIPLE FAMILY [] TWO [] FOUR [] SIX
PERMIT NUMBER
2. WATER SUPPLY
[] INDIVIDUAL DEPTH OF WELL
[] COMMUNITY
DATE DRILLED
[] PUBLIC UTILITY
Connection Verified LOG RECEIVED
3. SEWAGE DISPOSAL SYSTEM PERMIT NUMBER
[]INDIVIDUAL/ON -SITE DATE INSTALLED
[]PUBLIC UTILITY
Connection Verified
INSTALLER
~]Septic Tank or []Holding Tank
Size: [f Tank is homemade SOILS RATING
give dimensions:
TYPE OF T~ANK MANUFACTURER
TOTAL ABSQRPTION AREA MATERIAL
4, DISTANCESwELL TO: Septic/Holding Tank Absorption Area Sewer Line Nearest Lot Line
Absorption Area to nearest Lot Line
[] APPROVED FOFI BEDROOMS
[] CONDITIONAL APPROVAL (letter must accompany certificate)
[.~DISAPPROV ED
72-010 (Rev. 6/79)