HomeMy WebLinkAboutT12N R3W SEC 21 N2NW4NE4SE4 PARCEL 5B__, Municipality of Anchorage Page I of
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: 5~JqHoHH ~- PID Number:
Name:. ~?~-~/~/5 (~J~p~.. Wastewater System: ~New ~ Upgrade
~'~: ABSORPTION FIELD
Phone: ~_~ No. of Bedrooms: ~ ~ Deep Trench ~ShallowTrench ~Bed ~Mound ~Other
Soil Rating: Total Depth from original grade:
LEGAL DESCRIPTION ¢.~¢ ~,~/s,.,t.
Lot: Block: Subdiv~[on: Depth to pipe bottom from original grade: Gravel depth beneath pipe
Township~ Rang~: ~ 8ecti°m ~1 Filt added above original grade: Gravellength: I~G'/ I~J
WELL: ~ New D Upgrade Gravel width: ~ I Number of lines: 0istance between lines:
Ft. ~ t ~ Ft.
Classification (Private, A,B,C): Total Depth: Cased To: Total absorption area: Pipe material:
Date Drilled: Static Water Level: Installer: Date installed:
Yield: Pump Set at: Casing Height Above Ground:
{~+ GPM ;~O Ft. lt. ,,. TANK
SEPARATION DISTANCES ASeptic U Holding U S.T.E.P.
To Septic Absorption Lift Holding Public/Private Manufacturer: Capacity in gallons:
From Tank Field Station Tan~ Sewer Lines A~ ~O~ ~
Well' [~ ~ i~~ i~I ~ ~14 Material: ~ Number°fC°mpartments: ~
Sudace
W~te~ too'* ~'+ ~'~ ~ ~ LIFT STATION
Lot . I~1~ ~ ~ ~OO A~c~o~ ~ ~
Line I~ ~ t ~ i Size in gallons: Manufacturer:
"Pump on" level at: "Pump off" level at: High water alarm at:
Foundation ~ I ~ I~ I I I ~ ~ ~ ~ /' ] ~ /I ~ ,,
CuHainDrain ~ ~Ob~~ ~~. ~ PumpMake&M0deloSl O~H J Electrical Inspections pedormed by:
Remarks: ~L~T[o~ ~gl~ BENCH MARK
LL~ ~ ~0~ b~ T~ C~*OF~ Location Description:
Assumed Elevation: I~O,O ~,
"
30 Ho~5 70 TAL .~
Inspections performedW~4~l~mwr L~ R~8, N~'=~Dates' 1st ~-~5-q5
- E~g~e Rlve~, Alaska ~5~ ' ~ - I H -~ ~ ~~ .......
Department of Heal~ and Human Services approval ~.~ c~.~a0i .,.~
Reviewed and approved by: Date: ~--/2-- ¢~ 'k-'''~;,
72-013 (Rev. 9/91) MOA 25
· Permit No. sW940445 Page 2 of 2
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
T12N R3W SEC 21 N2NW4NE4SE4 01528102
Legal Description: PID No.:
CO1
NEW
'"iU6~i"~
SEP'r!C
TANI~
NORTH ~/L
APPR0~.
WELL il
LOCATION
COZ
GRADE
GRADE --
C01
NE~
k
S06 MT
A.i91..5' WATER FOUND 6-13-95
F'Cq ~2' -- 6'
ST1i 25' -- 18'
STZ:~18' -- 2.~'
CO'~i17' -- 26'
CO~ 16' -- 2'7'
..C....O..~.., ..:LS..~., ..~:.~_~ .g.~:
MHi 14' -- 29'
MTli 22' 42' -~-
MT2 50' 37' -~
MT~ 36' 52' -+
MT4 58' 50' -i
$CAL~
NEW 5DO GAL
S.T.~o..T~K ...............................................................
72-013 A (1/93) *
ROBERT C. COWAN
CE ' 8801
rie 1" = 50'
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SIEFKER SUBDIVISION 2, BLOCK 4
LOT2
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E KL4TT ROAD
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EDGE OF PAVEMENT
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SEE DETAIL 'A•
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Section 21 T12N R3W
_
139.3
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Seward Meridian
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217,800 Sq. Ft.
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3900 E 10a0 Road
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2 Stay Wood Frame House
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7 T N89.tip S0•W 680.98 10'UTILlII'EASEMENT
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I I I WOODHAVEN SUBDIVISION ISION ADDN. NO. 2 I LOT 5 LOT 4
WOODHAVEN SUBDIVISION ADDN. N0.3 I
Legend General Notes Disclaimer
X Electric Meter -x-Fence Sign 1. Excepting for gross negligence, the liability for this survey shall not I•Ttbw "wmWeawnh SPLS Mwgne Ln n Stanmrda. TM wmy •ANaseuursUa OF
exceedthe cost of preparing this survey.Dimenslonsto roe lines fep`e=wz"tb"Lmp1OVe rft "a"Atl1tl mst ameormeaF.�,ey'Tnud« M g •' :9 N� ryHI} NE} SE}
Gas Meter -au-Over Head Utilities Septic p p gp p m' aoaar mtuW amr. wyu y,W1, n mam ireewrdne to
are plus/minusO.lft..ob.eeamtwvW.q•aweymaymmtft"me..Por.NWdU.OAnermdd.mm,a •,* T12NR3WSec21
/� •%' a exbaenmofartyeawm rft.ao"nuiaa,or W ki$mwNchdowappearonam
LTA Tel. Pedestal c-(LTelephone Pole r 1ISeptic Clean Out 2. This document is created by Frontier Surveys for the purposeofanas •• CWNN1NG:217,N)0Sµ Fb.
z rewrd plat unaer no tlrcurrmtanxa r,ow w. aowmad be oaea roroonmoewn or ar / IaFconDl
Satellite Found Rabat ^ Se tic Man Hole built sucrvey forument Richards on
e.uaw.hW.bouday or feMe ane. fQWap PFAT:TDAUG. ,1917ueVEy
P 3. Thfs document Is based do Plat No. 78-22, Anchorage Recording District .. APPaovFoauG.7rN, 1917
Concrete ®Found Monument (w; Water Well &B.LM. TWPSurvey approved August7th, 1917. •• Pierre •SU,aRaD�; ier•
03 Culvert Elec.&WaterStubout Lf]fMall Box 0 25 50 100 NO L.$-9D72 ,:r %IFPANED aT:
l moNnmsunveys, uc �B-
,••S� ��.SiN�6YE5Um F.ANCIOPAGF. AK 99518
Scale in Feet °ROfESSpNN` �+ °p^wN�°n b^TE°r r— 1auwiNG io nA
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MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND HUMAN SERVICES
P.O. BOX 196650, 825 "L" STREET, ROOM 502
ANCHORAGE, ALASKA 99519-6650
ON-SITE WELL AND WASTEWATER DISPOSAL SYSTEM PERMIT
PAGE 1 OF 1
PERMIT NUMBER:SW940445
DESIGN ENGINEER:S & S ENGINEERING
OWNER NAME:CLAPPER CHRIS D & BECKY L
OWNER ADDRESS:211 B EAST DIMOND BLVD.
ANCHORAGE, ALASKA 99515
PARCEL ID:01528102
LEGAL DESCRIPTION: T12N R3W SEC 21 N2NW4NE4SE4
DATE ISSUED:12/05/94
EXPIRATION DATE:12/05/95
LOT SIZE: 217800 (SQ. FT.)
NIIMBER OF BEDROOMS: 2 THIS PERMIT: 2
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 ANCHOPJIGE 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)
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.
HEALTH AUTHORITY
APPROVALS
SEWER&WATER
MAIN EXTENSIONS
SEWER&WATER
INSPECTION
ENGINEERING STUDIES
AND REPORTS
WELL INSPECTION
& F LOW T ES T
ROAD DESIGN
SOILTEST
PERCOLATION
TEST
STRUCTURAL &
MECHANICAL
INSPECTIONS
ON SITE
WAS'[EWAT ER
DISPOSAL SYSTEM
DESIGN
ROBERT C. COWAN, RE.
ROBERT A. SHAFER, P.E.
November 16, 1994
CIVIL ENGINEERS
(907) 694-2979
FAX (907) 694-1211
Municipality of Anchorage
DEPARTMENT OF HEALTH AND HUMAN SERVICES
825 'L' Street
P.O. Box 196650
Anchorage, Alaska 99519-6650
REFERENCE: North ½, NW¼, NE¼, SE¼, Sec. 21, T12N, R3W, S.M.
Request you issue a permit to drill a well and install a septic system
to serve the proposed twobedroomhou~eomthe referenced property.
Test holes were excavated and percolation tests performed. The
approximate location of the test holes are located on the attached site
plan.
The monitoring tubes within the test holes have been checked and found
to be dry.
Attached is the proposed upgrade design. This property has enough area
for a future septic upgrade which can be seen on the attached site
plan.
The secondary septic system will serve the proposed barn. The barn
will not be used as a living area.
We do not anticipate any adverse effects on neighboring properties by
the installation of the proposed septic system. There are no points of
contamination within the proposed well radius which can be seen on the
attached site plan.
If you have any questions, or require additional information for your
review, please contact us.
Sincerely,
Robert C. Cowan, P.E.
RCC/SU/jk
Enclosures
17034 NORTH EAGLE RIVER LOOP "SUITE 204 · EAGLE RIVER, ALASKA 99577
m
LEGAL NORTH 1/2, NW1
DRAWN J. ANDERSON I CKD. J W DATE11 -16-94 SHT.OF
SECONDARY
DESIGN CRITERIA:
BARN = 150 GPD
SOILS = 0.45(ESTIMATE- BASED ON OTHER TH'S)
R FACTOR = 0.58
150/0.45 = 333 SQ.FT. REQ'D
SECONDARY
DRAINr IELD:
5' WIDE
5' DEEP
3' EFFECTIVE
39' LONG
(SEE NOTE)
DRAINFIELD
REVISED 12-2-94
STRUCTURES, EASEMENTS, OR ENCROACHMENTS
SHOWN ON THIS SITE PLAN ARE AS SHOWN ON
AN AS -BUILT SURVEY DRAWN BY:
ROBERT E. JOHNS JR. & ASSOC.
IT IS THE RESPONSIBILTIY OF THE CONTRACTOR
TO VERIFY EASEMENTS, REQUIRED SEPARATION
NORTH P/L DISTANCES, AND PROPERTY LINES PRIOR TO
CONSTRUCTION.
PROPOSED WATER LINE
FROM WELL TO HOUSE.
-PROPOSED WATER LINE
FROM HOUSE,
PROP. W
X 395' 0 WEST P/L WELD 262' TO
/
/w/ o /�
/
dMT W /
TH TO BE EXCAVATED AT TIME
SOF CONSTRUCTION TO VERIFY
SOILS. /
-PROP. 1000 'GAL. SEPTIC. TANK
NOTE: PROP. SEFTIC SYSTEM TO SERVE BARN
W/ 2 SINES, FLOOR DRAINS, AND HOSE BIB.
APPROX. DISPOSAL IS 150 GPD.
ALL PORTIONS OF SYSTEM
WITH LESS THAN 3.5' OF
COVER REQUIRE INSULATION.
SOUTH P
iQrcEC10'��'`\`� �
DESIGN CRITERIA:
3 BDRM = 450 GPD
SOILS = 0.45 GPD/5Q.FT.
R FACTOR = 0.54
450/0.45 = 1000 SQ.FT. REQ'D
DRAINFIELDS:
� 5' WIDE
6' DEEP
.d 3.5' EFFECTIVE
� 108' TOTAL LENGTH
(254' LONG EACH)
MINS
M u+M c<+''vs
PROP. DRAIPdFIELDS
1!il
IICL��I �LI�JIo
N
ALT.
CONTRACTOR IS REQUIRED TO
OBTAIN UTILITY LOCATES
PRIOR TO ANY EXCAVATION
WORK.
PROP. 1000 GAL.
SEPTIC TANK
SITE
CLIENT
; ROBERT C. COWAN ?@
f% CE -8801 •,,.C`
OF.
W
""'NORTH 1/2, NW1 4, NE1 4, SE1 .4, T12N, R3W, SEC.21
cRAwNJ. ANDERSON cKo. J.W. cATE11 —10-94 SHT2 OF 2
2" BURIAL INSUL
C F810 PERF. DIE
4" D3034 P.V.0
PROP. DRAINFIELDS
* 2 BDRM HOUSE -3 BDRM SYSTEM
CLEAN OUT
47 D3034 P.V.C.
MONITOR TUBES n SOLID
4' D3034 P.V.C.
SOLID UPPER
za
OBERT C. COWAN
CE - 8801
a
2" BURIAL INSULATIONS a S
4" F810 PERF. DISTRIB13TOIN PIPE
4' D3034 P.V.C. PERF. LOWER— a ;
SECONDARY DRAINFIELD
*BARN ONLY
QF
f"
fi .aon. ca.� .••': ary ��.
GRADE
OBERT C. COWAN
CE - 8801
GRADE
PERFORMED FOR:~c~t~ ~C~P~ DATE PERFOR~.uPe~,~kfI-~
~.~ ~s~.,.~,o.: ~ Yz, ~'f~f HeYs. ~Township, Range, Section: T/A~, l~g~,
SLOPE SiTE PLAN
Municipality o! Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
WAS GROUND WATER ~ '""~ ~ "~:,
ENCOUNTERED?
L
IF YES, AT WHAT O
DEPTH? p
E
Oepth to Water After ./_/_
Monitoring? ~1-~,~ Date: [O('i,~ ¥~
Gross Net Depth to Net
Reading Date
Time Time Water Drop
PERCOLATION RATE ''--~(~) (minutes/inch) PERC HOLE DIAMETER
TEST RUN BETWEEN ~ FT AND L.~ FT
COMMENTS 1,1-t. ~Z~-?~ ~)y ~JC~--'~ ~'e,r~-
ACOORD^NOEW,THAL'STATEAND, NiO,PA' i EL'N E EOTONTHi OA E. OATE: rfli '
72-008 (Rev. 4185)
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
LEGALDESCR.PT.O.: ~ ~.9-, /~l, Jy~! ~J~/(z/./._~/ownship, Range,$ection: T/'..~/
· SLOPE SITE PLAN
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
2O
¢~I~.-'~,V (~ WAS GROUND WATER ~,..~(~
'~"/..(l~T L~ ENCOUNTERED?
S
IF YES, AT WHAT ~ ~
DEPTH? p
E
Depth to Water Alter
Monitoring? Date:
Gross Net Depth to Net
Reading Date Time Time Water Drop
z-l; 6p. pf,,.~ q '/,,," ~
; ~2- ~.o,,,t,~ Y~,f" V~,"
~q~ ~o ~ ~'1~ ~I~"
PERCOLATION RATE ~ (minutes/inch) PERC HOLE DIAMETER
TEST RUN BETWEEN ~ FT AND q FT
PERFORMED BY: .... 't~~ 2 ~CERTIFY THAT [.'SjTEST WAS PERFORMED IN
I L' IN EFFECT ON THIS DATE DATE '
ACCORDANCE WITH ALL STATE AND MUNICIPAL GU DE ~INI · :
72-008 (Rev.
HEALTH AUTHORITY
APPROVALS
SEWER&WATER
MAIN EXTENSIONS
SEWER&WATER
INSPECTION
ENGINEERING STUDIES
AND REPORTS
WELL INSPECTION
& FLOW TEST
SITE PLANS
ROAD DESIGN
SOIL TEST
PERCOLATION
TEST
STRUCTURAL &
MECHANICAL
INSPECTIONS
ON SITE
WASTEWA'[ E R
DISPOSAL SYSTEM
DESIGN
ROBERT C. COWAN, P.E.
ROBERTA. SHAFER, P.E.
March 30, 1995
CIVIL ENGINEERS
(907) 694-2979
FAX (907) 694-1211
MUNICIPALITY OF ANCHORAGE
D6part~nt of H~alth and Human S~rvices
P.O. Box 196650
Anchorag6, AK 99519
REFERENCE:
Pl~as~ be advised that the proposed well location on the referenced
p~op~rty site plan has bean chan9ed.
Thee are no points of contamination within the proposed w~ll radius
which can be seen on th~attached site plan. We do not anti.pate any
adverse effects on n~ighborin9 properties by the driling of this w~ll.
If you have any questions, or requir~ additional information pleas6
Sincerely,
RCC/gk
17034 NORTH EAGLE RIVER LOOP ° SUITE 204 · EAGLE RIVER, ALASKA 99577
Z
Q
w
0
L0
11
M,
16;
LEGAL NORTH 1/2, NW1 /4, NE1 /4, SE1 /4, T12N, R3W, SEC.21
DRAWN J. ANDERSON I CKD. J.W. JDATq 1-10-94 SHT- 1 OF 2
REVIS 2-2.-94
STRUCT S, EASEMENTS, OR ENCRUA ENTS
SHO ON THIS SITE PLAN ARE AS SHO ON
A
AS
SURVEY DRAWN BY: .i
ROBERT E. JOHNS JR. Sc ASSOC. \04�
_ \ R0D61T C. CCWIIIT IS THE RESPONSIBILTIY OF THE CONTRACTOR 'y CE -8801
TO VERIFY EASEMENTS, REQUIRED SEPARATION 'rle ..0
NORTH P/L CONSTRUCTION.D PROPERTY LINES PRIOR T�I';'p�QfCJ„Jh
1ooj DESIGN CRITERIA:
3 BDRM = 450 GPD
PROP. SOILS = 0.45 GPD/SQ.FT.
R FACTOR = 0.54
SECONDARY REVISED 3-30-9s 450/0.45 = 1000 SQ.FT. REQ'D
DESIGN CRITERIA: DRAINFIELDS:
BARN = 150 GPD 5' WIDE
EEP
SOILS = 0.45(ESTIMATE- BASED ON OTHER TH'S) PROPOSED WATER
3.SD EFFECTIVE
R FACTOR = 0.58
150/0.45 = 333 SQ.FT. REQ'D PROPOSED
WATER LINE 108' TOTAL LENGTH
SECONDARY A 4' LONG EACH)
MIN.N.0E. 0
DRAINFIELD: PREVIOUS W �o
X395 TD WEST P/L PROP. 262' TO �`'� �.p M
5' WIDE WELL EAST P L Zs��y� M I T� # f PROP. DRAINFIELDS
5' DEEP (NOT TO BE DUG) 10' ♦ I
3' EFFECTIVE / MIN.
39' LONG /
(SEE NOTE) / . /W
PROP. DRAINFIELD SL I°
/ � V
C1 T W/ r TA
/
h TH TO BE EXCAVATED AT TIME y / / PROP. 1000 GAL.
OF CONSTRUCTION TO VERIFY d / / SEp'j'jC TANK
TH ,� SOILS. / . / / / / j
PROP. 1000 GAL. SEPTIC TANK �j j / IV
D c /
O G
cc°o ° ALT. SITE
_ Fc BARN
c�„a
cs�
cn
rrl
COTE: PROP. SEPTIC SYSTEM TO SERVE BARN
W/ 2 SINKS, FLOOR DRAINS, AND HOSE BIB.
APPROX. DISPOSAL IS 100 GPD. CONTRACTOR IS REQUIRED TO
OBTAIN UTILITY LOCATES CLIENT
ALL PORTIONS OF SYSTEM PRIOR TO ANY EXCAVATION
WORK. THE ENCI
WITH LESS THAN 3.5' OF MENNS NS D THE
NDESIGN
SOUTH P/L PARAM TE SIN THE MELD. IF
COVER REQUIRE INSULATION. -- NECESSARY. TO MEET SITE
CONDITIONS.
I
--------------
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mum�cR/t ro kAm+wfo� �ewmwwM
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Robert E. JpMns Jr. & Assoc.
Prefe= of LmM Sw
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