Press Alt + R to read the document text or Alt + P to download or print.
This document contains no pages.
HomeMy WebLinkAboutCAMPBELL POINT BLK 3 LT 1Municipality of Anchorage
Development Services Department
Building Safety Division
On -Site Water & Wastewater Program, 4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.anchorage.ak.us (907) 343-7904 Page 1 of 3
On -Site Wastewater Disposal System and/or Well Inspection Report
Permit Number: SWO10044 PID Number: 011-262-05
Name`
MAGGIE BAILY
Wastewater System: ■ New ❑ Upgrade
Y P9
Address:
8419 WALKER CIRCLE * ANCHORAGE, AK 99502
ABSORPTION FIELD
Phone: No. of Bedrooms:
(907) 332-0422 4
■ Deep Trench O Shallow Trench O Bed OMound OOther
LEGAL DESCRIPTION
Sol Rating:
1.2
Total Depth from original grade:
*10.6
GPD/Sq.
Ft (MAXIMUM) Ft
Lot: Block: Subdivision:
Depth to pipe bottom ham original grade:
Gravei depth beneath pips:
1 3 CAMPBELL POINT
4,52 (MAXIMUM)
6.08
FL FL
Township: Range: Section:
FIJI added above original grads:
Gravel length:
SEE DWG.
Ft 45+ Ft
WELL: ■ New ❑ Upgrade
Gmvel width:
2.5
Number of lime:
1
Distance betwmn grass:
—
Ft.
Ft
Cloeeiflcatlon (Private, qe,a):
Total Depth:
Cased To:
Total absorption arse:
Pipe material:
PRIVATE
300 Ft
300 Ft
550 so.
Ft I D 3034/ F-810
Driller.
IDote Drilled:
Static Wow Level:
Mailer.
Date installed:
CLEARWATER DRILLING
111/2/01
190 Ft
OWNER INSTALL
4/27-30/01
Yield:
Pump Set At -Casing
Height Above pound:
20 GPM
UNKNOWN Ft
1.5+ rt
TANK
SEPARATION
DISTANCES
■septic OHoldtng OS.T.E.P. 13 Other
To
Septic
Absorption
Lift
Holding
Pu61ic/Private
Manufoctuner.
Capaelb• in gollonx
From
Tank
Field
Station
Tank
sewer Lines
GREER
1250
Well
100'+
100'+
—
—
25'+
Material: STEEL
STEEL
aeempartrmnten
2
Surface Water
100'+
100'+
—
—
—
LIFT STATION
Lot Line
5'+
10'+
—
—
—
Sim in gollom:
Manufnalurer.
Foundation
5'+
10'+
—
—
—
Tump on local at:
mp ab
High water alarm ole
Curtain Drain
NO
KNOWN
Pump Moke oriel:
Electrical Impactions perfam,ed by:
Remarks: *TEST HOLE WAS ONLY 15' DEEP. PER
BENCH MARK
Location and D"cripaon:
WELL LOG SAND TO 30'.
BOTTOM OF SIDING ® POINT "A"
Amumed Ebwtbm
97.91
pt
ENGINEER'S SEAL
000060
AWWC INC.Inspections performed by: Dates: 1st 4/27/2001
1) G7l( Tab•cvq.,vpat ir'atG
Coed,tots: e nC05y for 2nd 4/30/2001
A-dier
� IYae:)1
C&Ae con+�pl „tLG ciuc 4o Am-Ce+f.P,oj 1L)4/30/2001
3rd
dvillcd
0..
'. ere n
sh-16 be. oleaorwalhsr�eol, ta'+F,'rin at i;rAe e� (,pSA
s,• m0�o
QQ m 7953
Department of Health and Human Services approval
l roved ; Date:C 1l oa
s
�
o�ooca•�oo
p'rafBssla(Rm
DOO��od"
PERMIT NUMBER:
SWO10044
ST1
ST2
DBL1
DBL2
C01
wri
A
19.5
27.7
31.7
33.1
34.7
34.9
8
42.1
47.2
49.9
50.8
42.2
41.9
AS -BUILT DRAWING
WELL
20' VnIJTY EASEMENT
A
• NEW FOUR
BEDROOM HOUSE
CO2 51.7 16.2
MT2 51.0 15.5
0
PARCEL ID NUMBER:
011-262-05
V 1250 CALLON
SEPTIC TANK
Col NEW DRAJNFIELD
WTI
A 4s // W
�ALTERNATE SrM
WILL REQUIRE A LOT
LINE WAIVER
DATE*
00 2/20/2002
24 DRAWN BY:"A�SKAWWATER & WASTEWATER SCALE: J.LM.
NSULTA. IN
6901 DFRARR ROAD. SUITE M - ANCOCHMAGF. AK 995MNTS- �ONC.F (907)337 179 - PAX (907)33A.3?46 I" = 30,
PREPARED FOR: PHONE NUMBER: PAGE NUMBER:
MARCURITE BAILY 337-7333 2 OF 3
LEGAL DESCRIPTION:
CAMPBELL POINT SUBDIVISION; LOT 1, BLOCK 3,
TYPE OF WORK:
AS—BUILT DRAWING OF NEW WELL AND SEPTIC SYSTEM
.Jefr fr y A. a
es ess:
P,
PERMIT NUMBER:
SW010044
AS -BUILT DRAWING
TOP OF TANK AT -
INLET
- 92.50
FINAL GRADE
97.15-97.37 _
NEW 1250 GALLON
INVERT OF BUNG SEPTIC TANK
AT INLET - 92.08
U
FABRIC
1:
OF TANK AT
LFT - 92.50
`INVERT OF BUNG AT
OUTLET - 91.72
,0011 DATE
i' ��r►'.., �A 2/20/2002
l
._ _��. __. _ ....._.... _...,_. .. DRAWN BY:
ALASKA WATER R WASTE NVATER SCALE: J'LM.
CONSULTANTS, INC. 6001 OFRARR ROAD, SURF ?R • ANCNORAGF, AK 00SOL • PNONF (007)3374170 • FAX (007)336.5766 N.T.S.S
PREPARED FOR: PHONE NUMBER: PAGE NUMBER:
MARGURITE BAILY 337-7333 3 OF 3
LEGAL DESCRIPTION:
CAMPBELL POINT SUBDIVISION; LOT 1. BLOCK 3.
TYPE OF WORK:
PROFILE AS -BUILT DRAWING OF NEW SEPTIC SYSTEM
PARCEL ro NUMBER:
011-262-05
i
02/19/2002 16:54
5
907-7460225
LARRY SWIHART
4
PAGE 01
S
��q
I"
7T0
S
yo
oSS
m
LARRY SWIHART
4
PAGE 01
L"
LARRY SWIHART
4
PAGE 01
r 7
MUNICIPALITY OFANCHORAGE=%
Development Services Department 7 • �O �, h,
On-Site Water& Wastewater Program
4700 South Bragaw Street 3 : O O ion,
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343-7904
ONSITE WASTEWATER DISPOSAL SYSTEM / WATER SUPPLY PERMIT
Initial
Date Issued: Mar 27, 2001
Expiration Date: Mar 27, 2002
Permit Number: SWO10044 Parcel ID: 011-262-05
Legal Description: P&PNELL POINT SUBDIVISION BLOCK 3 LOT 1
Design Engineer: 0041 AK Water & Wastewater Consultant Site Address: 0419 WALKER CIRCLE
Owner Name: MARGURITE BAILY Lot Size: 14900 SO. FT.
Owner Address: 8419 WALKER CIRCLE Total Bedrooms: 4 Permit Bedrooms: 4
ANCHORAGE, AK 99502 -
This permit is for the construction of:
Q✓ Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy 0 Private Well El Water Storage
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 DSD at least 2 hours prior to each inspection. Provide notification by calling
(907) 343-7904 (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: Q ���1(�J (/�AOD
Issued By:
Date: J"—d7 '0/
Date: 3-27-01
2
Municipality of Anchorage°
' Development Services Department' ` .l c-
Building Safety Division
On -Site Water & Wastewater Program
4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.anchorage.ak.us
(907)343-7904
ON-SITE SEWER/WELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Parcel I.D. 011-292— 05- Permit Number SWO 0074
Propertyowner(s) MARGURITE BAILY w/ TONY'S INTERIORS Day phone 332-0422/727-060
S ITE
Artaili.evaddress (1) 8419 WhKER CIRCtJS i9VCN0N)46•Ei ALgSKA 99502
Mailing address (2) 6741 E. 10th AVE. ANCHORAGE. AK 99504 Zip Code
Legal description (Lot, Block & Sub'd.) LOT 1. BLOCK 3: CAMPBELL POINT SUBDIVISION
Legal description (Section, Township & Range) N/A
Lot Size Acres/49EAcres/49EP Number of Bedrooms
14,100
THIS APPLICATION IS FOR:
Sewer Only ❑ Well Only
Sewer and Well Water Storage
Sewer Upgrade ❑
THIS PROPERTY CONTAINS:
Hot Tub ❑ Jacuzzi
Swimming Pool ❑ Water Softening Unit
Therapy Pool ❑
4
certify that the above information is correct. I further certify that this application Is being made for a
Single Family Dwelling and Is in accordance with applicable Municipal codes.
ALASKA WATER & WASTEWATER CONSULTANTS, INC.
-(Signature—of—property—owner or-euthodzed agent}
Permit Fees:
Nle.o
Date of Payment:
Receipt Number: iqa�
Waiver Fees:
Date of Payment:
Receipt Number.
_:._
ALASKA WATER & WASTEWATER
CONSULTANTS, INC. -
March 19, 2001
Municipality of Anchorage
Development Service Department
Building Safety Division
On -Site Water & Wastewater Program
P.O. Box 196650
Anchorage, Alaska 99519-6650
Ref: Proposed Well and Septic System for Lot 1, Block 3, Campbell Point Subdivision
To whom it may concern:
The proposed 4 bedroom house will be served by a private well and septic system. A test hole
was excavated on the east side of the property. The proposed septic system will be designed
around the 30 foot radius of this test hole. We are proposing a 1250 gallon septic tank and a deep
trench type drainfield be installed. Comments regarding the proposed design are summarized as
follows:
1. SOILS: See the attached log which shows the soil classifications, groundwater monitoring,
and the percolation test results. It is our opinion that the insitu sandy soils should act as a sand
filter and an application rate of 1.2 gallons/day/0 should apply.
2. TRENCH DESIGN:
a. Percolation Rate: <1 minutes/inch
b. Allowable Application Rate: 1.2 gallons/day/ft2
c. Number of Bedrooms: 4
d. Design Flow: 600 gallons per day
e. Minimum Absorption Area: 500 ft2
f. Total Depth: 9 feet (max.)
g. Effective Depth: 6 feet
h. Width: 2.5 feet
i. Reduction Factor: N/A
j. Minimum Length: 45 feet long
k. Effective absorption area = 540 ft2
6901 Debarr Road, Suite 2B * Anchorage, AK 99504
Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: akwwc.com
3. SURFACE WATERS: There are no surface waters within 100 feet of the proposed
upgrade.
4. TOPOGRAPIIY: The average topography in the area of the proposed septic system is 15 -
25% running from approximately northwest to southeast; in short, there are no slope concerns.
The trenches are to be installed parallel to slope contours.
I am unaware of any adverse impacts this installation would have on adjacent wells or septic
systems. If you have any questions, please contact us at 337-6179. Thank you for your
assistance.
Sine ely �
�r
Jeffrey f . G',*-,ess, P.E., M.S.
Preside my
NOTE: Attached is a site plan drmving, a design drmving, a soils log, and a 7 page construction
specification letter which are all part of the design package for this septic system.
6901 Debarr Road, Suite 2B * Anchorage, AK 99504
Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: akwwc.com
LOT 4, BLOCK 1:
SKYHILLS S/D #1
JOHNSTON SUBDIVISION
T12N R4W SEC 9 SW4 SW4 NW4 PARCEL 12A
CrEPTIC
AREA LOT 3.
SKYHILLLS IS/D %1
GCANT7
1
I
I
I
I
1
1
I
I
1
r -
NO CONCERN
r ---------
1
I
I LOT 9, BLOCK 2
CAMPBELL POINT S/
I ':;ACAWD
I
LOT S. BLOCK 2
CAMPBELL POINT SA
LOT 7, BLOCK 2
CAMPBELL POINT S/D
I
I
IT---------
i
�CAAIA3 BLOCK 3
BELL POINT S/D
1
I
3i I
I
TRACT 1
ALL OF SKYHILL
SUBDIVISION IS
SERVED BY
COMMUNITY WELL
SYSTEM
JTE
HILLS S%D #1
-VACAWD
IN C iAR 3
LOT 1. SKYHILLS LS%D /1
�0
y5N
DATE:
3/16/2001
DRAWN BY:
ALASKA A'tAS
TKR & WA _..� ...._. _ R
..--�---_� - TKWATKRJ.L.M.
T - loo,
6901 OEROAD. WTE N1 • ANCHORAGE, AX "504 - MCNE (9071737-0179 - FAX (907)3354246 •
BAR2
PREPARED FOR PHONE NUMBER: PAGE NUMBER:
MAGGIE 332-0422/727-0606 1 OF 2
LEGAL DESCRIPTION:
CAMPBELL POINT SUBDIVISION: LOT 1, BLOCK 3
TYPE OF WORK:
SITE PLAN FOR PROPOSED WELL LOCATION AND SEPTIC SYSTEM
(NOTE: THE CONTRACTOR SHALL HAVE THE
NORTH AND EAST PROPERTY LINES HAVE
BY A REGISTERED LAND SURVEYOR PRIOR
V20'
TO CONSTRUCTION.
1250 GALLONC TANKFGD PROPOSED
4 BEDROOM
HOUSE ] / 1 /if
F
Iw TM�I /%
Q' PROPOSED DRNNFIELD. EXCAVATE wr
A TRENCH THAT IS 9 FEET DEEP / c
(MAXIMUM - AT ANY POINT) BY CO S I
2.3 FEET WIDE BY 45 FEET LONG, v D
I I ADD 8 FEET OF CLEAN. WASHED A
LLJ SEWER DRNNROCK.
I �
1
\ � � � � _I _ � .� -' / •---�- 11 `%. �cnr.J.A�J+-ro ccrLMSe
I i I
0 I
I /
I I /
7
1
DATE:
l,r'" 3/16/2001
.,,,...,..,.....,... ,...._._.., __.. .._ ... DRAWN BY:
ALASKA, WATER & WASTEWATER SCALE.I.L.M.
CONSULTANTS, INC.
6901 OEBAPR ROAD, SLATE 28 • ANCHORAGE, AK 9950L • PHONE (907MI-6179 • FAX (907X556-121.6 11" C 30B
PREPARED FOR: PHONE NUMBER: PAGE NUMBER:
MAGGIE 332-0422/727-0606 2 OF 2
LEGAL DESCRIPTION:
CAMPBELL POINT SUBDIVISION: LOT 1, BLOCK 3
TYPE OF WORK:
DESIGN OF PROPOSED WELL LOCATION AND SEPTIC SYSTEM
r
SITE
yl A. cormessj
C -7953 ` A
�P�ofsedo�a�
ALASKA WATER & WASTEWATER CONSULTANTS, INC.
6901PHONE (907)337-6179 SUITE -B * ANCHORAGE AK FAX (907) -TA-32489
SOIL LOG — PERCOLATION TESTI
LEGAL DESCRIPTION: CAMPBELL POINT; LOT 1, BLOCK 3
PERFORMED FOR: MAGGIE
DATE PERFORMED: 12/4/2000
DEM(feet) ORGANICS I TEST HOLE #11
1-
2—
SOIL CLASSIFICATIONS
ML
GW
~- ORG
GpML
CL
4—r
MGM
GC
OL
SW
MH
5—.�......
SP
CH
SM
x!9" OH
• •'
Sc
7— - ..•,
DEPTH TO
DATE
'��•'�'
GROUNDWATER
8 :�^
DRY
12—'R 4 00
/ /
;.•:,
'••"
DRY
12/18/00
GP/SP
`-VACANT
---— — — — — —— —
r-
` THJ74. I
� I
I
I
a I� I
p5 I LOT 2 BLOCK 3 �-
YSc I i CAMPBEl1 POINT S/D I
\ IS ATE POLO
_ CLOCK
• •' 11 DATE READING TIME
s `Pi•': 10/4/00
_ •_•
14 "''•'
15 '•••'•
B.O.H.
16-
17-
18-
19-
20
6-
17-
18-
19-20
COMMENTS:
NET TIME WATER LEVEL NET DROP
(MINUTES) READING (INCHES)
•; 5 M�
sP CESS
0S �N
� G�LO
�SoR0�0
PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN 5.5 FT. AND 6.5 FT.
PERFORMED BY ALASKA WATER k WASTEWATER. I, JEFFREY A. GARNESS, CERTIFY THAT THIS
WAS PERFOWED/IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDEUNES IN EFFECT ON
DATE: -sp6/ot
4.27/01
To: Municipauiy of AnCLOi•pC
Vn-bite W bier K waste
From: Margurite Hailey
217 Fawn Court
Pl. sc =cept this r—equest to cM an cnvner installation for the septic system on tot 1 block
111v Fort W4-MIQ bar frA`r 10 V"rs
a. ,....__al__�......a...:�..a,.^aF.j,.ii:vcn�h•cttivParc
QpC[1rIR:C Wllll f,VYuc,i u„u :. �rw> �.wy�iiw.w w:..�. �-_liw�....1"' �j1� w•• •• 1,--n.�n..1
Mental. btlould you have any questions or nceti Iulthm u11Vl luai;Vu I;-
0422.
; 0422. Please My to 333-3903 your approval.
Sincerely_,
n A
.•w.p.:..N. rrra,w�
MUNICIPALITY OF ANCHORAGE
r Department !'4 Health and Environmental ,rotection V
825 ,. Street, Anchorage, AK. y501
264-4720
* * * HANDWRITTEN PERMIT
Permit # nl�r� n� WELL ANDi$R-ON-SITE SEWER PERMIT �J
Applicant:�44CS 'C SaleAFAc /'V C_ Mailing Address: / .•ter �/�L �%/�502
Location: �n�l���,rS�D Phone Number: 34s--71vr ,,1, -
Legal Description: Lot Size: /�/O/ w
Type of SoilAbPrption System Is:
Trench: ►/ Drainfield: Seepage Bed: Holding Tank:
Maximum Number of Bedrooms: _ Soil Rating(sq.ft/br) Q
The Required Size of the Soil Absorption System Is:'
DEPTH _-lXZ— LENGTH _.GRAVEL DEPTH G - WIDTH 3
The length dimension is the length(in feet) of the trench or drainfield. The
depth of a 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 outfall pipe and
the bottom of the excavation(in feet).
* * REQUIRED SEPTIC(HOLDING) TANK SIZE _ /000 GALLONS
Permit applicant has the responsibility to inform this department during the
installation inspections of any wells adjacent to this property and the number
of residences that the well will serve.
* * * TWO(2) INSPECTIONS ARE REQUIRED
Backfilling of any system without final inspection.and approval by this departmen
will be subject to prosecution.
Minimum distance between a well and any on-site sewage disposal system is 100 fee
for a private well or 150 to 200 feet from a public well depending upon the type
of public well. Minimum distance from a private well to a private sewer line
is 25 feet and to a community sewer line is 75 feet. Well logs are required
and must be returned to this department within 30 days of the well completion.
Other requirements may apply. Specifications and construction diagrams are
available to insure proper installation.
* * * PERMIT EXPIRES DECEMBER 31, 1 9 3 3
I certify that:
(1) I am familiar with the requirements for on-site sewers and wells as
set forth by the Municipality of Anchorage.
(2) I.will install the system in accordance with codes.
(3) I understand that the on-site sewer system may require enlar pent if
the residence is remodeled to include more that _bedr om
Signe3: Issued by:
Applicant 161
©� Date: c--
SWP/024(1/81)
;(1
PERFORMED
LEGAL DESCRIPTION: (-.i
O P7 OL//AL,
1
2-
3-
4-
5-
6-
7-
8. 345678 �.
s '
10-
11
12-
13-
14-
15-
2 13 1415
16-
17-
18-
19-
11— -
6171819
r� n
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
825 L Stmt, Anchorage, Alaska 99501 264-4720
SOILS LOG — PERCO (LATTIIO�.JN TEST
I-
KCe{Z�rber ' aI DATE PERFORMED: / — -n ^�3
AkL
SAUDY
►-- _ .
�J SOILS LOG
❑ PERCOLATION
TEST
A&L. SANDY
OCC_AStouAl. Gc.AVEL
Celt'
SP
WASGROUNDWATER S
ENCOUNTERED? "`O L
0
P
E
IF YES, AT WHAT
DEPTH?
4
Reading
Date
Gross
Time
Net
Time
Depth to
Water
Net
Drop
20
PERCOLATION RATE (minutes/inch)
TEST RUN BETWEEN FT AND FT
COMMENTS VISpAI RA'"MC Or* I MJ h A6DKe tt�TUJEEIJ 'jz A k o
PERFORMED BY:,A&A-C- VAT t_A11fw 11z'-rM CERTIFIED BY:
72-008 (6/79)
DATE: