HomeMy WebLinkAboutWYNTER PARK #1 BLK 1 LT 30Wynter Park
Block I
Lot 30
#051-491-23
Municipality of Anchomge P,,.e I ~f--~--
DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P. iO. Box 196650 · Anchorage, Alaska 99519-6650 · Teleph?._.n~L~/3-4744
On Site WastewaterDlsp~l System and/or Well I~rl
"'~': ~.V'~-~OV'~''. .~), ~"-'~--V'~,~I~ WastewaterSystem: ~l"ew r'lUpgrade
~"~'/r,3~'"~'~.~g[t'~, [,1~, C-.~l~f. ABSORPTION FIELD
LEGAL DESCRIPTION
w~ ~.~w ~u.,.. ~ 3 ~ ~ I~"x--";
~'"~ ,~"'~: ,,. ,~' TANK ~ ' ,"
~EPARATION DISTANCES ~ ~ ~ a.o~d,,e ns.m.r_P.
s~ I0~ I OD ~ r~ LI~ STATION.,,,,'
n~ ~ ~;U.~C' ~ti ~ ~..% BENCH MARK
~,.
~tio.s ~,o~ b~ ~ ~:
De.~ent of H.lth~// ../~and Hu~n Sewi= approval
Re~e~ and ~pmv~ b~~Date:
~//~
CLASS 'C' WELL
Solid SegmeRf.~' -"'"~
su~ ~D · S
C02 2e~
~ 2~ ~4
~-2 70~
NO~: '
1) ~i~ng S~em~ank to ~ ~andoned when New House Is
(tank ~moved or emptied, o~ned. · fil~ed w/
2) Sewer Une to New Tank and S~tem to ~ bu;It when New
~) Su~iv~=~on Se~d ~ ~mmuni~ ~e~l 1800 fl to
4) No Su~ace W~er
5) No Known CuHa;n Drains
SITE P~N -- AS-BUILT
LEGAL: L 30, B 1, ~NTER PARK SD,
OWNER: Grego~ D. Pederson
CONTRACTOR[~UILDER: Roy Hoken
oo-oo
~GLE RIVER, AK 99577
907-696-0~02 (phone ond
St3ckup ID A B
CO0 (eec hate 2 below)
C01
C02 26.3 32.1
CO.] 2.5.1 33.4
C04 15.2 30.7
CO'q 109.0 115.7
TC01 35.7 24.0
TC02 28.0 30.0
'1P--1 34.0 5.5.9
TP-2 70,.B BO.7
Oi~t LiT 69.6 ~5.1
CO MT
SECTION co cos
1500 gal
Tank
CO Top Deep Pit ~ ~-2 .FG-97.9
~-1 Orig. GS el. 90.8 91~ ~
FG-90.1 89.0
Bottom of Trench el. 77.3
Boffom ~ 72.8
Bottom Deep Pit 71.3
PROFILE
1) 2 in. Blueboard Insulation ~er Tank 0 20 40 ft
2) FG Cover 3.6 ft ~er Tank I I I
5CA~
3) FG Cover ~ft to Right (NW lO SE)
3.9 to 11.7 ff ~er Gruel
4) GeotexUle ~nes Ba~er ~er G~el.
SECTION AND PROFILE
LEGAL: L 30, B 1, ~NTER PARK SD, ~1 ~¢~'9~11
OWNER: Gre9o~ D. Pederson E~[49~
CONTRACTOR/BUILDER: Ray Haken ~ ..... ~ .... ,~ .....
JOB NO.: 00-002 I D~E: 8/5/0~
EBERLE ENGINEERING SERVICES ~,~X~ ~6~ER~
5875 MARIAH DRIVE ·
~GLE RIVER, AK 99577
907-696-0402 (phone and FAX)
August 5, 2001
James Cross, PE
Program Manager
On-site Services
Subject:
Wynter Park #1, Block 1, Lot 30
Sw000335 Parcel ID: 051-491-23
The septic system as-built profile and section drawing for the lot
identified above hag been modified as follows:
1) The locations of the Deep Pit with Monitoring Tube and Percolation Pits
(TP-I and TP-2) relative to the septic system trench profile have been
added to the drawing.
2) The original ground surface elevations ofthe three pits, as well as the
elevations of the bottom of the Deep Pit and its Standpipe/Monitoring
Tube, are indicated on the drawing.
3) Ground surface finish grade (FG) elevations are included where recorded
after construction, i.e. over tank and at either end of the septic trench.
4) The original ground surface has been approximated based upon original
ground surface elevations taken at the three pits at the time the
percolation tests were performed.
5) The finish grade ground surface over the tank and pipe system has been
approximated--based upon recorded elevations over the tank and at either
end ofthe finished trench, coupled with on-site observation at
construction completion that one-half to one foot of soil above original
grade was mounded over the trench.
Notes:
1) The percolation test in TP-2 was performed at an elevation above the
bottom of thc perforated pipe in the septic trench, as shown on the revised
profile drawing. The existing approved revised design and construction does
not encompass the TP-2 percolation.
The strata is the same soil composition as that identified to 71.3 feet BGS,
however, and the pemolation rate (32 mpi) is in the low end of the
percolation range of 30 to 60 mpi. The originally submitted design, a length
of 86 feet, was a deeper trench of sewer rock, and as such had a higher top-
of-sewer-rock elevation that encompassed the TP-2 percolation test.
2) Attached to this revised WW Disposal System report (consisting of 3
pages: a) the completed form, b) plan view, c) modified section and profile)
is a copy of the well log of the well that services Wynter Park Subdivision
(Well Log #3). The subdivision well is located some 1800 feet to the east,
however, and as such it is likely of questionable use for representing soils on
Lot 30. Two other well logs (#1 and #2) and a map showing the
approximate locations of the wells they represent are also attached.
3) The Driller's Log for the Class 'C' well located 150 feet west of Lot 30
could not be located in the records at State DEC.
Please advise as soon as possible if you require more information.
Sincerely,
Greg Eberle, PE
Eberle Engineering Services
3875 Mariah Drive
Eagle River, AK 99577
696-0402
230-1226
geberle~mtaonline.net
eric.: Revised As-built,
Copy of Taxi Map for Location of Site and 4 Water Wells
Three Water Well Logs in Vicinity
NW
t
KIND OF FORMATION:
From ~)
From C~
From ~
Ft.
FI. to
Ft. to
Ft. to Ft.
A41.~IOPAUTy OF ANCHORAGE
FI. to Ft,'''''''r ~'~ ' ..... I '
~1~ ,=d .I../,.. ~ .O F ; I
From Ft. to
From FL~o Ft. ~1 ~ ~
From FI. lo F~ I ~ ~ ~ ,
From.~Ft. to~FL ~
From
From .FI. to
From Ft.to FL
From / o
From FC~ .Ft. ~/e'~e)a ~,~ From FI. to Ft.
From /30 Ft.to
Fmm/~ Ft.~i?~FL ~;~d ~ ~ From FI. to Ft.
From' Ft. t~ Ft ~ ~ ~ From Ft. to . Fl.
FMm FL
FMm FL lo Fl FMm Ft. to Ft.
From Ft. to Ft. From Ft. to Ft.
Fr~ . FI. to Ft. F~m .FL to
FMm~FL I~FL. ~ From~Ft. I~FI--
MISCL. INFORMATION: ,
DRILLER'S NAME
f
~/~-W DRILLING, Inc.
~ell Owner Mt.~lu~a Development Company
'1~ feet Cased to 1~ feet
Size of casing 8"' T~epth of Hole
~epth In feet from
ground surface
Use of Well Dom
? ·
Olv~ detail o[¥ormatlonsl~netrnted, siz~ of mnterlal,~olorandhnrdness
.:'SL~%~ Gravel ..
· ~andy Gravel "
· Boulder Gravol
_ S~lty Gravel
_ Sahdy Clay
: S~ll2Grnvcl with c~ay lenses
..~all'Gravcl~ large'pebbles ~'lth ~ing~ cTsc sand ~tcr~
~0
]~ TO l~
- ~ 'tO ~?
· ~ TO,,' lO~
· lo~ TO
· ~ TO 19
Static water level 102 ft. (~',7o3 (below) land surface. Finish of we]l (check one) open end. (
Screen ( X ); Perforated ( ). -'
Describe screen or perforationJ0hnson Stainless ~.g. OO slot screen~ '1',8 to 1~8 fi, dept
Well pumping' t'es~ ~t j~.~/O gallons p;r 0~)' (minute) for oI~ hours wit]~ ' ~ '
of drawdown fror~' ~tafic. leveL-. Sca ~+ Test Ptunp Report · '.' ·-,
1. Drtll~n~ - 7 July 1 7~
Date of completion · z ' ' 2. Development -/g'J'#z]' .
'- WEtt tOG '
MUNICIPALITY OF ANCHORAGE
Department of Health end Human Services
On-Site Services Program
825 L Street, Room 502
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343-4744
ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT
Upgrade
Date Issued: Aug 28, 2000
Expiration Date: Aug 28, 2001
Permit Number: SW000335
Legal Description: WYNTER PARK #1 BLK I LT 30
Design Engineer: 0821 Eberle Engineering Services
Owner Name: Gregory Pederson
Owner Address: 26535 Paradise Lane
Chugiak, AK 99567-
Parcel ID: 051-491-23
Site Address: 024005 HEARTHSTONE DR
Lot Size: 21916 SQ. FT.
Total Bedrooms: 5 Permit Bedrooms: 5
This permit is for the construction of:
[] Disposal Field [] Septic Tank [] Holding Tank [] Privy
[] Private Well [] Water Storage
All construction must be in accordance with:
1. The attached approved design.
2. Ail requirements specified in Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Aiask~
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
(907) 343-4744 ( 24 hours ). ( Not required for a Water Supply Permit only ).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
must be either:
A. Open and closed on the same day.
B. Covered, sealed, and heated to prevent freezing.
Received By:
Issued By:
Date:
LOT .30, BLOCK 1, WYNTER PARK SD, NO. 1
EBERLE ENGINEERING SERVICES
COMPONENTS PLAN VIEW--Revised 11/8/00
CLASS 'C' WELL
RADIUS 150.0 FT
SHOP
co
,0'
I NORTH
NOTES:
Solid Segme
EXISTING
SEPTIC
,toted
HOUSE
PRIMARY
TRENCH
- Oeofabric fines barrier over top of sewer rock.
~.. · .'. ~'..~ ~'~.,.
- Bluebocrd Insulotlon to cover sewer lines, perforated
plpe, end tank where sol[ cover is less then
3 ft thick - 1 in. blueboard equNolent to 1 ft soil. ~,~,~..% {~.~-(~O;~AL/~-~ o~:~'.
. . [ '.'b",. ~-~'~
tank removed or emptied, opened. · filled
Invert el. 87.4 ft at House
Invert els. -- 86.1
0 20
I
SCALE
LOT .30, BLOCK 1, WYNTER PARK SD, NO. 1
EBERLE ENGINEERING SERVICES
WW DISPOSAL SYSTEM PROFILE--REVISED
CO COs
el. 81.8 ft
Tonk Bottom
1500 gol
Tonk
1 O0 ~t
11/8/00 "~ "~' '~' '~'
Z ................. ·
f ~,, CE92~ ...~
~'. ..... .~
MT :0
Top of GVL el. 86.2 ft Invert el. 85.7 ft
Bottom of Trench el, 77,~ ft
40 ft
I
NOTES: - Geofabric fines borrier over top of sewer rock.
- Blueboard insulation to cover sewer lines, perforoted
pipe, ond tank where soil cover is less then
,3 ft thick - 1 in. blueboerd equivolent to 1 ft soil.
- Maximum digging depth (SE end of trench) 18 ft BGS
- Existing system to be abandoned-
tank removed or emptied, opened, & filled w/ soTI.
LOT 30, BLOCK 1, WYNTER PARK SUBDIVISION, NUMBER 1
The attached site plans shows:
Locations of the on-site waste~vater (WW) disposal system with all
its components as well as adequate area for a replacement WW
disposal site.
b) Measured dimensions of the on-site WW disposal field, tank, and
distribution piping.
¢)
Measured distances to ali WW disposal systems, wells, surface
water or drainage courses, roads, property lines, and structures
within 200 feet of the location of the proposed and existing WW
disposal systems on this lot.
d) Locations ofboth percolation tests and the deep test pit where the
water-table monitoring tube was placed.
e) Topography in the form of arrows indicating direction and pitch of
slopes within 100 feet of the WW disposal site.
No impacts of the WW disposal system on adjoining properties are
anticipated. All requisite separation distances relative to adjoining xvells,
WW disposal systems, and this lot's backup site are met herein. There are
no known curtain drains.
A community well serves Wynter Park Subdivision No.1; it is located on Lot
22, Block 2, about 1800 feet east of this lot center. A class 'C' well is
situated 150 feet to the south of the existing and proposed WW disposal
systems on this lot.
6,qG -o t~o2_
I NORTH
HOMESTEAD RD
CENT[RUNE
LOT 50, BLOCK 1, WYNTER PARK SD, NO. 1
EBERLE ENGINEERING SERVICES
SITE PLAN
s~P~C SYST~,.
CO,
KUP SIT~
cos ,32
kLASS C WELL
UNDEVELOPED
GRAVEL PIT
SEPT1C
51
FROM
COMMUNrlY WELL
ON LOT 22. BLK
~t~ o~ ~e~,~I BIk
Approved Sept;c System/,,'I ~,
(house placement end
ut;llties under
ON BLOCKS
0 60 120 ft
I I I
SCALE
/
HEARTHSTONE
Wynter Park SD
28
SEF13C
I
LOT 50, BLOCK 1, WYNTER PARK SD, NO. 1
EBERLE ENGINEERING SERVICES
COMPONENTS PLAN VIEW
I NORTH
BACKUP SITE
DESIGN 31.5
S~'PT~C S¥SiLM
Sol~d Segment 54.5
Deep Pit
EXISTING
SEPTIC SYSTEM
500 gal
,Tank
HOUSE
I
SCALE
House
;0 CO COs
Invert efevoUons-S9.1 8817 I 188.5
Bottom of Tani< el.
1500 gal. Toni<
LOT 30, BLOCK 1, WYNTER PARK SD, NO. 1
EBERLE ENGINEERING SERVICES
WASTEWATER DISPOSAL SYSTEM PROFILE
84.4 ft
CO
Top of
MT ~,u02~ MT
,~VL el. 88.~ ft ~' ' I 7.6 ft
Bottom of Trench el. 77.3 ft
0
I
2O
NOTES:
- Geofobric fines barrier over top of sewer rock.
- Blueboord insulotlon to cover sewer lines, perforated
pipe, and tank where soil cover is less than
4 ft thick - 1 in. blueboord equivalent to 1 ft soil.
- Maximum digging depth (SE end of trench) i_~_ ft BGS
- Existing system to be abandoned-
tank removed or emptied, opened, & filled w/ soil.
ISOO
/' I.T=~\ MuRl¢lpallly OI Anchoraee ~ ....... l~ .... ~ ~; ~ I
L~V] DEPARTMENT O~ ,~L~, ~ 'UU~, S~V,C~S ;J'. ~..~~'~ t'~ I
~ 8 5 L Slreet, Anchorage, Alaska 99502~0 ~'. ~ES0~ ....... .~ ~ j
~. I J SOILS LOG -- PERCO~TION TEST l/;~'. Ce~S4.C~I
~1~ ,J . l~l?~'. ' .-:~m~ I
LEGAL DESCRIPTION: ~t ~ ) ~t I~ J ~lownship, Hange,~echon:~ ~ ~ ~I ~ 10
I
2,
3-
4-
5-
6-
7
8
9
10
11,
12-
13-
14-
15.
16-
17
lg
~0-
SLOPE
WAS GROUND WATER
ENCOUNTERED;'
I
I,
COMMENTS
SITE
S
IF YES AT WHAT L
· /~- o
DEPTH? p
Oeplhlo WMm'~fr , ,...~. .- .t
Reading Date Gross Net Dc~th lo Net
Time Tim~ Water
· ,,,
~ I~; ~ ~ '/,~ ,~_
PERCOLATION RATE .l~ ~) tmmules, Jnch) PERC HOLE DIAMETER
TEST RUN E~ETWEEN ~' FTAND ~ FT ~--'~
PERFORUEDBY: J~¢v'le ~e~,v~. <~k./~,. , ("l¥,~l~,,Jr.,,¥-~_~ CERTIFYtHATTHISTESTWASPEREORMEDIN
ACCORDANCEWITHALL.~TATFANRMIINi~iPAi ('dIInFIINFF*II~II:FFF~TI'~N?Hi.~riATF .AT, "~ I::~J [00 ,
· ....
~/~ Munlci~flty of Anchorage
~[~4) DEPARTMENT OF HEALTH & HUMAN SERVICES
~ 825 'L" Street. Anchorage. Alaska 99502-0650
~ - --~ SOILS LOG -- PERCO~TION TEST
(T~- xI
LEGAL DE~RIPTION: ~ D ) ~ [ I< ( ~ownship. Range. Section:
4.-
5'
6'
7
8
9
10
11
12
13-
14-
15-
16-
17-
18'
19-
20-
COMMENIS
SLOPE StTE
WAS GROUND WATER
ENCOUNTERED?
DEPTH;~
Reedlng Date Deplh to
PERCOLATION RATE .,'~ ~''
TES' RU~ UtTWEEN .
CERTIFY THAT THIS TEST WAS PERFORMED IN
..... · 7 Is,
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEAl_TH & ENVIRONMENTAL PROTECTION
ENVIRONMENTAl_ ENGINEEHING DIVISION
825 L Street - Anchorage, Alaska 99501 Telephone 264.-4720
ON-SITE SEWAGE DISPOSAl. SYSTEM AND/OR WELL INSPECTION REPORT
I~ ........
MAILINGADE)RESS
NO, OF SEDROOMS
LOCATION
II Absorption a~ea Dw011ing
/ D,STANCETO' 1
Liq na ac y n gal OhS nsid engt Wid~
DISTANCE TO: [weu I Dwelling
DISTANCE TO: c~ ,.2. /
Nearest lot line
Trench wid U~,~.~ (,,, i n c h es
PERMIT NO.
No. of compartments
Liquid depth
PERMIT NO.
Liquid capacity in gallons
PERMIT NO.
Distance between lines
Total effective absorption area
PERMIT NO.
Type of crib Crib diameter
Well
DISTANCE TO:
DISTANCE TO;
Crib depth
Total effective absorption area
OTHER
PIPE MATERIALS
~ 3034
SOIL TEST RATING
INSTALLER
REMARKS
APPROVED
72-013 (Rev. 3/78)/.~
DATE LEGAL
I'.lbli'-.! I C: 1- RL 1. T'-r' C~F fl~4C~-, ...,RFIt3E
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTFCTION
825 "L" STREET, ANCHORAGE, AK. _-'S.;~50J.
264-4720
,.-J ~-.I -- '.'_--] 1- T EX L~ E I-4 E R F" E ~." ~-.1 1.
PERMI'T' NO. ( 020975 )
THOMAS J OLSON
B:t L.~O WYI'.,ITER PAR. K S/D
RPPL. ICFINT
LOCATION
LEGFIL
BOX 767 CHUGIRK DL~567
rz] ,~ ,.':z.,- ..q. 2Z EIO ~-
LOT SIZE 99~999 SQUARE FEET
TYPE OF SOIL FIE:_C;ORPTION SYSTEM IS: TRENCH
MAXIMUM NUMBER OF BEDROOMS
SOIL RATING (SQ FT?BR)= 145
THE REQI.JIRED SIZE OF THE SOIL ABSORPTION SYSTEM IS:
[J" E F" ]- I-~ == ~'L(EI L E: i'-,I G'T' H == ...~7 Lq R R "',-' k'--: I__ [."' E P T l-l=
THE LENGTH DIMENSION IS THE LENGTH (IN FEET) OF THE TRENCH OR DRFIINFtEL. D.
THE DEPTH OF R TRENCH OR PIT IS THE DISTANCE BETWEEN THE SURFACE OF THE
C4ROUND AND THE BOTTOM OF TME ENCRYRTION (IN FEET).
THERE IS NO SET 14IDTH FOR TRENCHES.
THE GRAVEL DEPTH IS THE MINIMUM DEPTH OF GRAVEL BETWEEN THE OUTFFIL. L PIPE
FIND THE BOTTOM OF THE E~','CRVRTION (IN FEFT).
f~..E,l:.-! L! ][ IRE:E) 5.-;EF"T I C: -r RI'-.II-=::
PERMIT APPLICANT HAS THE RESPONSIBILITY TO INFORM '[HIS DEPARTMENT DURING THE
INSTP]LLFFI~ION INSPECTIONS OF ANY WELLS ADJACENT TO THIS PROPERTY' AN[:, THE
NUMBER OF RESIDENCES THAT THE WELL WILL SERVE.
BACKFILLING OF"' ANY SYSTEM WITHOUT FINFIL INSPECTION AND APPROVAL B9 THIS
DEF'FIRTMENT WILL DE SUBJECT TO PROSECUTION.
MINIMUM DISTANCE BETWEEN 19 WELL FIND FINY ON-SITE SEWAGE DISPOSAL SYSTEM IS
±00 FEET FOR Ft PRIVFITE WELL OR ±50 TO 200 FEET FROM R PUBLIC WELL DEPENDIN(.~
UPON :'FILE TYPE OF PUBLIC WELL
MINIMUM DISTANCE FROM FI PRIYRTE WELL TO A PRIYATE SEWER LINE IS 25 FEET AND
TO R COMMUNITY SEWER LINE IS 75 FEET.
OTHER REQUIREMENTS MAY APPLY. SPECIFICt~TIONS FIND CONSTRUCTION DIRRRFIMS FIRE
R'v'RILABLE TO INSURE PROPER INSTALLATION
PERI'ii I 'T' E~-~P I RIES [)EC:EMIE~E;R
I CERTIFY THRT
l: I RM FAMILIAR WITH THE REQUIREMENTS FOR ON-SITE SEWERS AND WELLS RS SET
FORTH E:"r' THE MUNICIPALITY OF ANCHORAGE.
2: I WILL INSTFILL THE SYSTEM IN RC:CORDRNCE WITH THE CODES.
2:: I UNDERSTAND THaT THE ON-SITE SEWER SYSTEM MAY REQUIRE ENLRRGEMENT IF THE
RESIDENCE IS REMODELED TO INCLUDE MORE THAN ~ BEDROOMS.
.........
FIPF LI Z. RNT ~KOMR5 ..l _LSON
ZSSLIED B~ ...... DRTE ....... ',,,'4. 0
O & E ENG,NEERING & DEVELO, MEN'F CO.
Box 90, Davis St., Eagle River, Alaska 99577
694-27?4 or 688-2280
Russell Oyster
694-2774
Performed for:
SOIL LOG
Name: ~'~'////
I..egal Description:
EaH Ellis
688-2280
Tel. No._
Depth (feet)
Soil Characteristics
--10 ___
11___
PLOT PLAN
Ground Water Encountered: Yes. _ No___
Proposed Installation: Seepage Pit____
Comments:
r"" If yes, what depth
Drain Field__
PERC. TEST