HomeMy WebLinkAboutT15N R1W SEC 5 LT 35T15N RIW
Sec 5
Lot 35
#051-032-19
Municipality of Anchorage
Development Services Department
(\ Building Safety Division E E
On -Site Water & Wastewater Program, 4700 Bragaw St..
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.anchorage.sk.us (907) 343-7904 Page 1 of 3
On -Site Wastewater Disposal System and/or Well Inspection Report
Permit Number. SW070182 PID Number. 051-032-19
Nome MICHELLE GIFFORD
Wastewater System: ■ New ❑ Upgrade
Address:
22335 MARGARET MIELKE STREET eCHUGIAK, AK
ABSORPTION
Phone: No. of Bedrooms:
(907) 343-8462 4
O Deep Trench ■Shallow Trench Dead OMound OOlhar
LEGAL DESCRIPTION
Solt Rae,p:
1.0
Taa a.pth horn "I" 9P :
4.5 MAX rx
GPD/sc. M
Block: Lot: Subdivision:
Depth b Pia baton frern ONQr
GrerN e.Pth bona, PIPS:
1.08
— 35 —
SEE DWG. n
FL
Township: 15N Range: 1 W Section: 5
N 04Mobese mlgkw fired.:
SEE DWG.
ero. I.ngth:
120 (2 ® 60) In.
FL
Gm.idtn:
woe« a IYwe:
Dbtene bl..n Ow.:
10
WELL: ■ New ❑ Upgrade
5 Ft.
2
FL
Ck. fG on P .. Ae.t :
Taa D"u,G...d
To:
Taw eheorgtion tRee:
Pia 1io1i -
D 3034/ F-810
PRIVATE
43 FL
43 rL
685 so. Fl
DrkN.:
Det. DdNd:
stale wa.r L.. h
ltwteu.n JIMMY WALKER
X9%26-28/2007
SULLIVAN WATER WELLS
0/.5 2007
16 n
„Nd:
PwnP sa u:
rmkg HoOt Ato Gran`
TANK
7 Wit
31 n
2 i<
SEPARATION
DISTANCES
aseptic OHolding OS.T.E.P. 0Other*
To
Septic
Absorption
lift
Holding
blk/PrWle
ANCHORAGE TANK
""' N gabs:
1250
From
Tank
Field
Station
Tank
sewer un..
100'+
100'+
—
—
25'+
Iatwbl:
STEEL
Nwnbr a componn,.nt.:
2
Well
Surface water
100'+
100'+
—
—
—
LIFT STATION
Lot Line
5'+
10'+
—
—
—
S:. M goltorw:
Yandoa,m
W M a:
wnp a+ W:
Nigh waw slam a:
Foundation
5'+
10'+
—
—
—
Pwnp I,aY. N:
Darks knP.oGorw PMonned by.
Curtain Drain
NO KNOWN
BENCH MARK
Remarks:
locaun .nd D..raquo^:
BOTTOM PF TANK : r
A.w,nwd EMwtbn: 94.28
rL
ENGINEER'S e
Inspections performed by: GEG, Ltd. Dates: list 9/26/07
.2nd 9/27/07
3rd 9/28/07
` .• .F'�O
9>t 0
Development Services Department Approval'?
4 I
'
p..... ............
Conditional approval: Date:
• •• ••••Corn•••• 0
Q r y A. Gorness�
0 CE 793 :O
. P.
q.R..�c�oo
Reviewed and approved by: Date: tn-i o
�p�°Profession°`oma
�40000��
(R.«. 4/0e)
PERMIT NUMBER: AVBUILT DRAWING PARCEL ID NUMBER:
_
SW070182 051-032-19
/
/
LLJ \\\\��� 50• BLM EASEMENT
LlL� /i �,`• , ,: 1 •—. =; —' - — — — — — — — — — — — — — — — —
U) GARAGE CARPORT •� ALTERNATE SITE
:.
WC i �'•..• L -----------J
LL.I .;''. CO3 M73 — — — —
01 CK
WTI
Q NEW 1250 GALLON SEPTIC TANK SP \ \
\ 1
�/ •.: ST2 \\ \ \\ \ NEW
Q e ?•, ST1 \\ TH 2 \\ DRAINFIELD /
DBL\ X\,, MT4
12 C04
/
ST1 111.32 83.31 .r
ST2 110.76 78.94 ?' I
DBL1 111.44 78.44 I too WE
DBL2 112.45 78.91
1
SP 115.181 80.25
I
C01 98.461 56.72 I
1
MT1 100.531 57.71 1\
CO2 150.21 117.47 HOUSE YET TO BE \\
MT2 151.03 117.56 CONSTRUCTED \\ N
CO3 114.70 65.83
MT3 118.54 69.18 ��
C04 158.75 120.50 ININ1• - 40•
MT4 158.19 118.96 N.
GARNESS ENGINEERING GROUP, Lt(l. p*
- • - CONSULTANTS 6 GENERAL CONTRACTORS >"•��•- •••---•••�^•-• �' • •'
0711 C TIOI.M IIp.O. ML 101 „IOIMI L A11 "W OIEK W)W-0171 • F" tWMMJ ". 009IL �w.,sn,r�yrYq.mn
PREPARED FOR: IPHONE NUMBER: PAGE NUMBER:
MICHELLE GIFFORD 1 907-343-8462 2 OF 3 A S
LEGAL DESCRIPTION:
T15N, R1W, SEC 5, LOT 35
TWE OF WORK:
AS—BUILT DRAWING
(R.. 01105)
P.N.B ��n,s ••L1 9.
PERMIT NUMBER: PARCEL ID NUMBER:
SW070182 AS -BUILT
I TD ]�NG 051-032-19I
FINAL GRADE - 101.60
INSULATION
STI 5T2
/
TOP OF TANK �j TOP OF TANK
AT INLET - 99.18 I I A OUTLET - 99.16
INVERT OF BUNG
AT INLET - 98.37
EAST TRENCH
ORIGINAL GRADE
- 100.46 �
NEW 1250 GALLON
SEPTIC TANK
INAL GRADE
99.71-101.51
NSULATION ORIGI
r FILTER FABRIC
-INVERT OF BUNG
AT OUTLET - 98.38
WEST TRENCH
-INAL GRADE
100.32-101.29
INSULATION
r FILTER FABRIC
4:5- 4.5' INVERT OF PIPE
INVERT OF PIPE 97.04
97.04
j•;.
BOTTOM
BOTTOM
ELEVATION95.96 M H20 0 89.96
RELATIVE BOTTOM
OF TESTHOLE - 86.96
MIA
R!m
GARNLSS ENGINEERING GROUP, Ltd. ��` ` y4°pp)
CONSULTANTS 6 GENERAL CONTRACTORS-���•�•�-�-+ """' "' ""' "'�
m, L TIOM OMD. MIC 101 • •IROOMGf. •F N!0) NC•S (•OnU1�m • MC (•O)jv mo • O . mow.• wM{aw, O
PREPARED FOR: PHONE NUMBER: PAGE NUMBER: ••• •••• •••• ••••;
MICHELLE GIFFORD 343-8462 3 OF 3 pp p ';J ey A. ess;
LEGAL DESCRIPTION: DRAWN BY: QO CE -7953
T15N, R1W, SECTION 5, LOT 35 P.N.B
TYPE OF WORK: DATE. 404O4OpOOO�'
PROFILE ASBUILT DRAWING 11/7/2007
W. 01105)
Certitieb �rftting log
by
Doc 00. dl a
SULLIVAN WATER WELLS
P.O. BOX 670272, CHLIGIAK, ALASKA 99567 *TELEPHONE 688-2759
OWNER OF LAND: f f I f t I BORE HOLE DATA
DEPTH
ADDRESS:
ADDRESS: �l ,'� t�;,, hC,,c 1 .tI,r r vw - Tq
LEGAL DESCRIPTION:
PERMIT NUMBER: Date of Issue_
TAX IDEP}TIFICATION NUMBER:
Is well located at approved permit location? U Yes U No
Method of Drilling: +;� praiir rotary U cable tool
Depth of well: ("13
Casing Type C Wall Thickness 'inches
Diameter_ inches, depth Iq "? feet
Liner Type: ^�
Casing Stickup Above Ground: / feet
Static Water Level: 1 (7 feet
Recover Rate: __�_Igp)m
Method of Testing: \ / �^
Well Intake Opening Type: �,1 open end
U open hole
U Screened; Start feet Stopped feet
U Perforations Start feet Stopped_ feet
Grout Type: �rl'J -i ., _ _:- ; Volume •'
Depth: from feet, tom feet
Well Disinfected Upon Completion?Yes U//No l
Method of Disinfection: 1 I I I I t� 1 t /All
Comments: )L/�
I �
o
'o '71 ,c\ ifcku
J
tj
i I, 4 r .• �r r �Lp,� ,' f I I I
t ` ,
� Driller's Name( . r � 7t I 1 L
ATTENTION: It is the responsibility of the property owner to submit a copy of the well log to the proper authority. Municipality
J of Anchorage: Department of Health & Human Services and/or Department of Environmental Conservation. MatSu Borough:
Department of Environmental Conservation.
ARCTIC PUMP & WELL INC.
Jim Sullivan, CPI
PO Boz 770197
Eagle River, AK 99577
t�i�n ae 46 (907) 688-2510
(907)258-2510
(907)745-2510
epwreci.nM
Pump Installation Log
Well Drilling Permit Number: SW070182
Parcel Identification Number: 051-032-19
Date of Issue: 7-30-07
Legal
Property Owner Name & Address:
Description:T I 5NR I WS5L35
Michelle Gifford
Lot:
22335 Margaret Mielke
AV Q"f7
Pump Installation Date: 11-15-07
Pump Intake Depth Below Top of Well Casing:31 Feet
Pump Manufacturer's Name: Dempster
Pump Model:HBF3-50-S2
Pump Size:1/2 hp
Pitless Adapter Burial Depth:10 feet
Pitless Adapter Manufacturer's Name:Baker
Pitless Adapter Installer: Arctic Pump & Well, Inc.
Well Disinfected Upon Completion? Yes
Method of Disinfection: Chlorine
Comments:
Pump Installer Name:
Arctic Pump & Well, Inc.
Arctic Pump & Nell, Inc.
Page 1 of
/
�
k
$
culCil ~ M\ \
C3)
Ln Ln Cn
]
�
mT
\g
992
2f0
>
§
_
DO
/
0
S
\
-
�
G
(
&
(
0
o
(
n
,
!
:
w,
\
\
+
0
:
culCil ~ M\ \
C3)
Ln Ln Cn
]
�
mT
\g
992
2f0
>
§
_
DO
0
S
MUNICIPALITY OF ANCHORAGE
Development Services Department
On -Site Water 6 Wastewater Program
4700 South Bragaw Street
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM I WATER SUPPLY PERMIT
Initial
Permit Number: SW070182
Date Issued: Jul 30, 2007
Expiration Date: Jul 29, 2008
Parcel ID: 051-032-19
Legal Description: T15N R1 W SEC 5 LOT 35
Design Engineer: 0855 GARNESS ENGINEERING GROUT Site Address: 22335 MARGARET MIELKE STREET
Owner Name: MICHELLE GIFFORD Lot Size: 108900 SQ. FT.
Owner Address: 22335 MARGARET MIELKE STREET Total Bedrooms: 4 Permit Bedrooms: 4
CHUGIAK . AK 99567 -
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. 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.
5. The following special provisions.
011A7 (,Jdk tv45 MNcd .V 'Ae- eA5t. Co1oxnms111rd ever 100' f-re'ifaj��pas, �W
Received
Date:
Municipality of Anchorage
Development Services Department
Building Safety Division
On -Site Water & Wastewater Program
4700 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.
Property owner(s) MICHELLE GIFFORD Day phone 317-6955
Mailing address 12110 BUSINESS BLVD. W6 ' EAGLE RIVER, AK 99577
Site address 22335 MARGARET MIELKE ST. * CHUGIAK, AK Zip Code 99567
Legal description (Sub'd, Block & Lot) N/A
Legal description (Township, Section & Range) T15W. R1W. SEC 5. LOT 35
Lot Size 108900 Sq.Ft. Number of Bedrooms 4
THIS APPLICATION IS FOR ( ®all that apply):
Absorption Field
Septic Tank
❑
Holding Tank
❑
Privy
❑
Private Well
Water Storage
❑
THIS APPLICATION IS AN:
Initial
Upgrade
❑
Renewal
❑
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.
GARNESS ENGINEERING GROUP, Ltd.
Permit/Rush Fees J60 4179 Waiver Fees:_
Date of Payment: 7&107 Date of Payment:
Receipt Number: q 6$3 � Receipt Number:,
(Rev. 11/05)
GARNESS ENGINEERING GROUP, Ltd.
a - CONSULTANTS & GENERAL CONTRACTORS �_-:= �
DESIGN REVISION #3 (SW070182)
September 24, 2007
Municipality of Anchorage
Development Service Department
On -Site Water & Wastewater Program
4700 Bragaw Street
P.O. Box 196650,
Anchorage, AK 99519-6650
(907)343-7904
Ref: Proposal for revisions to Septic Design for T15N, R1 W, Section 5, Lot 35
To whom it may concern:
Per the request of the owner, we have revised the septic system design so as to eliminate the need for a
long sewer line from the house. We are proposing to install 1250 gallon septic tank and dual 5 -wide type
drainfields. Two test holes were excavated on the property. The drainfield will be designed around the 30
foot radius of test hole ii2. Comments regarding the design are summarized as follows:
1. SOILS: See the attached log which shows the soil classifications, groundwater monitoring, and the
percolation test results.
2. DRAINFIELD DESIGN: See attached design drawing for drainfield specifications.
3. SURFACE WATERS: There are no surface waters within 100 feet of the proposed septic system.
4. TOPOGRAPHY: As can be seen on the attached design drawing the average topography around the
drainfield is generally Oat.
5. WAIVER OF SAND FILTER: The soil perked at less than one minute per inch. Based upon our
visual assessment, there appeared to be enough sand content so as to negate the need for a sand filter.
We are unaware of any adverse impacts this installation would have on adjacent wells or septic systems.
If you have any yiestions, please contact us at 337-6179. Thank you for your assistance.
E., M.S.
N071g. AYtached is a site plan drawing, a design drawing, one soil log, which are all part of the design
package for this septic system. (Contact G.E.G. Ltd. for 7 page construction specification letter.)
3701 E. Tudor Road, Suite 101 • Anchorage, AK 99507-1259
Ph: (907) 337-6179 • Fax: (907) 338-3246' Website: www.gamcsscngincering.com
T13N, RiW, SEC. 3, LOT 22, \
Lu
U) \
W \
W---------�-------
:2 ./ 50' BLM EASEMENT
tTj\ /
BLM EASEMENT
JANET S/D;
LOT 388,
GARNESS ENGINEERING GROUP. I
^......—_�-�•+—•� CONSULTANTS d GENERAL CONTRACTORS
Al L TDM IbO. fort IOt . wnd.c[.. r K . n . nx (907)x 323
PREPARED FOR; I PHONE NUMBER: PAGE NUMBER:
MICHELLE GIFFORD 317-6955 1 OF 2
LEGAL DESCRIPTION: DRAWN
T15N, RiW, SECTION 5, LOT 35 B.F.1
TYPE OF WORK: DATE:
PROPOSED DESIGN FOR SEPTIC SYSTEM 9/�
(R". OIMS)
EASED DESIGN
T15N, R1W, SEC. S. LOT 22,
(NO CONCERNS)
/
T15N, RiW, SEC. 13, LOT 34,
1
ARuG \\
\
I
C
T15N, RiW, SEC. S, LOT 39,
!S 'c ;!'!� !I
ey A. Garness:
--1 k�%, iPROPOSED
/
zx �y 6 SEPTIC SYSTEM
/
;s.{Is \ TH/2
p
/
1
� I
I
1\
/ PROPOSED 4
Z
z
BEDROOM
HOUSE
JANET S/D;
LOT 388,
GARNESS ENGINEERING GROUP. I
^......—_�-�•+—•� CONSULTANTS d GENERAL CONTRACTORS
Al L TDM IbO. fort IOt . wnd.c[.. r K . n . nx (907)x 323
PREPARED FOR; I PHONE NUMBER: PAGE NUMBER:
MICHELLE GIFFORD 317-6955 1 OF 2
LEGAL DESCRIPTION: DRAWN
T15N, RiW, SECTION 5, LOT 35 B.F.1
TYPE OF WORK: DATE:
PROPOSED DESIGN FOR SEPTIC SYSTEM 9/�
(R". OIMS)
EASED DESIGN
T15N, R1W, SEC. S. LOT 22,
(NO CONCERNS)
/
T15N, RiW, SEC. 13, LOT 34,
1
ARuG \\
\
I
C
T15N, RiW, SEC. S, LOT 39,
!S 'c ;!'!� !I
ey A. Garness:
NUMBER OF BEDROOMS:4
GALLONS PER DAY (GPD): 600
PERCOLATION RATE/S: <1 MIN./INCH
PROPOSED APPLICATION RATE: 1.0
MINIMUM DRAINFIELD SOXT.: 600
AINFIELD DESIGN:
MAXIMUM DEPTH:4.5 FEET
WIDTH:5 FEET
LENGTH:105 (2 O 52.5) FEET
M.O.A. APPROVED SAND FILTER: N/A FEET
EFFECTIVE:1 FEET
REDUCTION FACTOR: 0.67
ACTUAL SO.FT.: 600
r
W
L>_1
IJ
TO OBTAIN A COPY OF THE LETTER
:ONTACT CEG. BY PROCEEDING FORWARD
WITH THIS INSTALLATION, THE ENGINEER,
WELL DRILLER, CONTRACTOR AND
PROPERTY OWNER AGREE THAT THEY
HAVE READ THESE SPECIFICATIONS AND
AGREE TO ACCEPT THE TERMS AND
GARAGE
'11 •�' �INSTALL DOUBLE
j CLEANOUTS
PROPOSED 1250
GALLON SEPTIC TANK.
CONTRACTOR MUST HAVE ALL THE LOT
LINES, WELL RADII, AND ALL EASEMENTS
FLAGGED BY A REGISTERED LAND
SURVEYOR, PRIOR TO CONSTRUCTION
50' BLM EASEMENT
C�" ALTERNATE SITE
INSTALL FLOW
SPLTTER
:.:
`, •.I
�, 111
1 1�
a '...
`D 111 11
PRSEIk000
;'::•:; �:. USE
11
; �
111
INSTALL FOUNDATION
CLEANOUT
1
1
REVISED
DESIGN;
GARNLSS ENGINEERING GROUP, Ltd.
-^ — CONSULTANTS 6 GENERAL CONTRACTORS
AWA O. A 101• •••••••• •• •• ••••••
JAI L ••
riooA,cc AA eAw1 . Alldt (eel}11)-ern . MA (A07)]]e�1tN • emlc ....p,rµ�rw,,a, O
PREPARED FOR: PHONE NUMBER: PACE NUMBER:... ..... .......
MICHELLE GIFFORD 317-6955 2 OF 2 OO J f A. Garness.:
LEGAL DESCRIPTION: DRAWN 8Y:
T15N, R1W, SECTION 5, LOT 35 B.F.M./K.D.M.
TYPE OF WORK: DATE: �4 rrofessio^w
PROPOSED DESIGN FOR SEPTIC SYSTEM 9/24/2007 �DOOoo��o
GARNESS ENGINEERING GROUP, Ltd.
— - - - -. CONSULTANTS & GENERAL CONTRACTORS u -__
REVISED DESIGN (SW070182)
August 30, 2007
Municipality of Anchorage
Development Service Department
On -Site Water & Wastewater Program
4700 Bragaw Street
P.O. Box 196650,
Anchorage, AK 99519-6650
(907)343-7904
Ref: Proposal for revisions to Septic Design for T15N, R1 W, Section 5, Lot 35
To whom it may concern:
Per the request of the owner, we have revised the septic system design so as to eliminate the need for a
sand filter. A soil sample was provided to Dan Roth and his visual assessment was that there is enough
sand present so as to negate the need for a sand filter. We are proposing to install 1250 gallon septic tank
and dual 5 -wide type drainfields. One test hole was excavated on the property. The drainfield will be
designed around the 30 foot radius of this test hole. Comments regarding the design are summarized as
follows:
1. SOILS: See the attached log which shows the soil classifications, groundwater monitoring, and the
percolation test results.
2. DRAINFIELD DESIGN: See attached design drawing for dminfield specifications.
3. SURFACE WATERS: There are no surface waters within 100 feet of the proposed septic system.
4. TOPOGRAPHY: As can be seen on the attached design drawing the average topography around the
dminfield is generally flat.
We are unaware of pny adverse impacts this installation would have on adjacent wells or septic systems.
If you have any qu tiglls, please contact us at 337-6179. Thank you for your assistance.
NOTE: Attached is a sire plan drawing, a design drawing, one soil log, which are all part of die design
package for this septic system. (Contact C.E.G. Ltd. for 7 page construction specification letter.)
3701 E. Tudor Road, Suite 101 *Anchorage, AK 99507-1259
Ph: (907) 337-6179' Fax: (907) 338-3246' Websitc: www.gamessenginecring.com
T15N, R1W, SEC. S. LOT 22,
EASED DESIGN
t^
LLI /` \ T15N, R1W, SEC. 5, LOT 22,
(NO CONCERNS)
LLI
Y
W---------I------
m I ! 50' BLM EASEMENT
Of \ It 50' BW EASEMENT
Q------ ; -----
/ `�'-r• \ PROPOSED
SEPTIC SYSTEM
LLI
0 I C 1
p � 8NI
O] \�ROPOSED V) 4
Z \ 3 / BEDROOM
/ HOUSE
I /
I /
I �
I �+ I
�SAERPTIC
F� JANET S/D; \
\
JANET S/o: LOT 38B,rt^ \
I Lor 3BA�
715N, R1W, SEC.'S, LOT 31,
CppTTII 1
AEREAO \\
�
//
715N. R1W, SEC. 5. LOT 39,
/
GARNESS ENGINEERING GROUP Ltd_ p;?
�..- +...-....—.•--� CONSULTANTS 6 GENERAL CONTRACTORS �•••••••
]01 G TI00R IIMD. t1A[ 101 • 11R110PAM Mf N'Al r1O1L -OtA . ra N
PREPARED FOR: PHONE NUMBER: PAGE NUMBER: ••
MICHELLE GIFFORD 317-6955 1 OF 2
LEGAL DESCRIPTION: DRAWN BY:
/ • �Da4/
T15N, R1W, SECTION 5, LOT 35
rYPE OF WORK: DATE'•
PROPOSED DESIGN FOR SEPTIC SYSTEM 8/30/2007
(Rev. olm5)
6`A N
A. Orn ss":""
�r
I79P
eoo .
NUMBER OF BEDROOMS:4
GALLONS PER DAY (CPD): 600
PERCOLATION RATE/S: <1 MIN./INCH
PROPOSED APPLICATION RATE: 1.0
MINIMUM DRAINFIELD SO.FT.: 600
DRAINFIELD DESIGN:
MAXIMUM DEPTH:4.5 FEET
WIDTH: S FEET
LENGTH:120' (2 O 60) FEET
M.OA APPROVED SAND FILTER: N/A FEET
EFFECTIVE:1 FEET
REDUCTION FACTOR: 0.67
ACTUAL SO.FT.: 600
LLI
LL I
7 /
/
/
/ LL)
I �
I 0
I ry
I
I <
1
LETTER THAT PERTAINS TO THIS DESIGN.
TO OBTAIN A COPY OF THE LETTER
CONTACT CEG. BY PROCEEDING FORWARD
WTTH THIS INSTALLATION. THE ENGINEER,
WELL DRILLER. CONTRACTOR AND
PROPERTY OWNER AGREE THAT THEY
HAVE READ THESE SPECIFICATIONS AND
AGREE TO ACCEPT THE TERMS AND
GARAGE I ICARPORTI'/7t.
Jlt�i
w6t,t, RAD71 1*
i
i
HAVE ALL THE LOT
AND ALL EASEMENTS
REGISTERED LAND
/ 50' BLM EASEMENT
ALTERNATE SITE WILL REQUIRE
AN ADVANCED WASTEWATER
--TREATMENT SYSTEM
7
L — — — — — J
,, .. 1.(T —
•1.''.•' y. COCO
— THLI — —
1
INSTALL FLOW
1 � \
4
PVD
gE�ooM
HOSE
REVISED
�—INSTALL FOUNDANION
CLEANOUT \
\
C�� I
I
I
1
/I
DESIGN
GARNESS ENGINEERING GROUP, Ltd.
.,..,.,,,......«....,,_.,...a...,. CONSULTANTS d GENERAL CONTRACTORS
Al C TAM 001D. M.IR 101 • mc"mu E, m N • ACHE (e0?)W) 1T • I" (E07)OM- . AfI1C •w.,srwr.p•wvKd•
.PREPARED FOR: PHONE NUMBER: PACE NUMBER:
MICHELLE GIFFORD 317-6955 2 OF 2
LEGAL DESCRIPTION: DRAWN I
T15N, R1W, SECTION 5, LOT 35 B.F.M
E
TYPE OF WORK: DAT:
PROPOSED DESIGN FOR SEPTIC SYSTEM 8/3
(Rev. OIAS)
PROPOSED
DRAINFIELD
CLEANOUTS
6V
1
GARNESS ENGINEERING GROUP, Ltd.
.,..,.,,,......«....,,_.,...a...,. CONSULTANTS d GENERAL CONTRACTORS
Al C TAM 001D. M.IR 101 • mc"mu E, m N • ACHE (e0?)W) 1T • I" (E07)OM- . AfI1C •w.,srwr.p•wvKd•
.PREPARED FOR: PHONE NUMBER: PACE NUMBER:
MICHELLE GIFFORD 317-6955 2 OF 2
LEGAL DESCRIPTION: DRAWN I
T15N, R1W, SECTION 5, LOT 35 B.F.M
E
TYPE OF WORK: DAT:
PROPOSED DESIGN FOR SEPTIC SYSTEM 8/3
(Rev. OIAS)
PROPOSED
DRAINFIELD
CLEANOUTS
6V
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS& GENERAL CONTRACTORS
SOIL LOG — PERCOLATION TEST
LEGAL DESCRIPTION: T15N, R1W. SECTION 5, LOT 35
PERFORMED FOR: ESTATE OF THOMAS WILLIAMS D/
DEPTH
aaaa
(feet) ORGANICS TEST HOLE # 1
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
GW OR SW
DEPTH TO
GROUNDWATER
DATE
12.5'
9/26/2006
9.5'
9/29/2006
10.0'
10/3/2006
2
— 5
0"
6"
3
— —
6'
—
4
IIIIIIII
0'
31191
5
— —
v//zi
—
p
— 5
0"
HNH
•
bw-
111111111
Il1111�
�.��
•
DEPTH TO
GROUNDWATER
DATE
12.5'
9/26/2006
9.5'
9/29/2006
10.0'
10/3/2006
2
— 5
SEE ATTACHED
SITE PLAN
DATE READING
CLOCK NET TIME
TIME (MINUTES)
WATER LEVEL
READING
NET DROP
(INCHES)
9/27/2006 1
— —
6'
—
2
— 5
0"
6"
3
— —
6'
—
4
— 5
0'
6'
5
— —
6'
—
6
— 5
0"
6-
19 1 PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN 3.5 FT. AND 4 FT.
20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES ENO
SOILS LOGGED BY: CALEB GALL PERCOLATION TEST PERFORMED BY: CALEB GALL
COMMENTS:
PERFORMED BY CEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS/ FORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 11 (0
0
M
n
%j
Ncrt J.
e&V, pmyvM if
r/
AS -BUILT
1 hereby cert' 'that i ave sucve ed the following described
7 C�
Anchorage Recording Precinct, Alaska, and that the Improve-
ments situated thereon are within the Property lines and do not
' .• r •" ; ,..
overlap or encroach on the property I adjacent thereto, that
�;_-}.'�+ :;•' 'y,' ,,
no improvements on property lying adjacent thereto encroach
on the remises in tat there are no'Toadways, .
•<'
quesLon.and
transmission lines or other visible easements on said property
j•�` •�j• •+ >•^(•/�•/••'•
except as indicated hereon..
.Dated at Eagle River. Alaska
this o[ Tu r t!
002ROBERT
_day --200-7—
ROBERTC. JOHNSON T�cEy7�.
SCALE:. Registered Land Surveyoi No.. MLS
Box 77-0456, Eagle River, Alaska 99577
�.. .:..
Phone (907) 694-2543 ' ..
Municipality of Anchorage
Development Services Department
Building Safety Division
Onsite Water and 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 SUBMITTAL COMMENT SHEET
To: GEG
Legal description: T15N R1W Sec 5 L35
®Permit ❑C.O.S.A. ❑Inspection Report
ZD
The attached paperwork has been reviewed and is being returned for the following reasons:
K aq
ow. 1. Lot lines and easements appear to be drawn Incorrectly. Please change the site plan to match
nxa w OA" the surveyors plot plan.
2. If the Insitu soil has 51% or greater passing the #4 sieve, then an additional filtration layer is not
1044 pY-necessary. Per department policy and Dan Roth, please state In the permit application that the
0141
insitu soil has 51% or greater passing the #4 sieve.
ov..3. Per department policy and Dan Roth, the application rate for use with a filter material must be
used for the calculations.
or, 4. After recalculating, the bed may be to big to fit within the lest hole radius. An additional
percolation test may be required.
Name of reviewer. Deb
Date: -7/t&Or
Vri/07
Please supply the necessary information and re -submit your request.
LEAVE THIS FORM ATTACHED TO THE PAPERWORK
Municipality of Anchorage
Development Services Department
• Building Safety Division
/ On -Site Water and 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 SUBMITTAL COMMENT SHEET
To: GEG
Legal description: TI 5N R1W Sec 5 L35
®Permit ❑C.O.S.A. []Inspection Report
The attached paperwork has been reviewed and is being returned for the following reasons:
1. Lot lines and easements appear to be drawn incorrectly.
2. If the insitu soil has 51% or greater passing the #4 sieve, then an additional filtration layer Is not
necessary. Please state in the permit application that the insitu soil has 51 % or greater passing
the #4 sieve.
3. The application rate for use with a filter material must be used for the calculations.
4. After recalculating, the bed may be to big to fit within the test hole radius. An additional
percolation test may be required.
Name of reviewer. Deb
Date: 7/16/07
Please supply the necessary information and re -submit your request.
LEAVE THIS FORM ATTACHED TO THE PAPERWORK
MUNICIPALITY OF ANCHORAGE
Development Services Department
On -Site Water 8 Wastewater Program
4700 South Bragaw Street
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM I WATER SUPPLY PERMIT
Initial
Permit Number: SW070182 V1000
Legal Description: T15N R1" 6
Design Engineer: ��GSSENGINEERING GROUF
Owner Name: ftHELLE GIFFORD
Date Issued: Jul 30, 2007
Expiration Date: Jul 29, 2008
Parcel ID: 051-032-19
Site Address: 22335 MARGARET MIELKE STREET
Lot Size: 108900 SO. FT.
Owner Address: 22335 MARGARET MIELKE STREET Total Bedrooms: 4 Permit Bedrooms: 4
CHUGIAK , AK 99567 -
This permit is for the construction of:
0 Disposal Field ❑✓ Septic Tank E] Holding Tank E] Privy Q Private Well 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.
5. The following special provisions.
THE ENTIRE SUBSURFACE DISPOSAL FIELD IS NOT WITHIN A 30 FOOT RADIUS OF A PERCOLATION TEST.
THE ENGINEER NEEDS TO DO AN ADDITIONAL PERCOLATION TEST PRIOR TO THE CONSTRUCTION OF
THE SEPTIC FIELD. PLEASE SUBMIT STAMPED AND SIGNED RESULTS WITH THE AS -BUILT INSPECTION
REPORT. IF THE RESULTS REQUIRE A DESIGN CHANGE, CONSTRUCTION OF THE SYSTEM WILL STOP
PENDING ONSITE REVIEW AND APPROVAL.
Received
Date:
�71r1�1.�.t� ... • s
GARNESS ENGINEERING GROUP, Ltd.
% I—— CONSULTANTS & GENERAL CONTRACTORS:
July 11, 2007
Municipality of Anchorage
Development Service Department
On -Site Water & Wastewater Program
4700 Bragaw Street
P.O. Box 196650,
Anchorage, AK 99519-6650
(907)343-7904
ik- :,w ' ,:
;1-.
Ref: Proposed Septic Design for T15N, R1W, Section 5, Lot 35
To whom it may concern:
The proposed 4 bedroom house will be served by a private well and septic system. We are proposing to
install a new 1250 gallon septic tank and a bed type drainfield. One test hole was excavated on the
property. The drainfield will be designed around the 30 foot radius of this test hole. Comments regarding
the design are summarized as follows:
1. SOILS: See the attached log which shows the soil classifications, groundwater monitoring, and the
percolation test results.
2. DRAT\FIELD DESIGN: See attached design drawing for drainfield specifications.
3. SURFACE WATERS: There are no surface waters within 100 feet of the proposed septic system.
4. TOPOGRAPHY: As can be seen on the attached design drawing the average topography around the
drainfield is generally flat.
5. WAIVER OF SAND FILTER: The soil perked at less than one minute per inch. Based upon our
visual assessment, there appeared to be enough sand content so as to negate the need for a sand filter.
We are unaware of any adverse impacts this installation would have on adjacent wells or septic systems.
If you have any huestions, please contact us at 337-6179. Thank you for your assistance.
P.E., M.S.
NOTE: Attached is a site plan drawing, a design drawing, one soil log, which are all par! of the design package for
this septic system. (Contact G.E.G. Ltd. for 7 page construction specification letter.)
3701 E. Tudor Road, Suite 101 • Anchorage, AK 99507-1259
Ph: (907) 337-6179 0 Fax: (907) 338-3246 • Websitc: www.gamesscngincering.com
T15N, R1W, SEC. S, LOT 22,
t tt
Ld
Al
tt
\ \ T15N, R1W. SEC. S, LOT 22,
(NO CONCERNS)
V) \
LLI
LJ--- ------
mi 50' BLM EASEMENT
�Qr 50' BUM EASEMENT
� kr
V �vT. �t'Fi?�r� i----
. t
•f1: 5 '� rA
I
--- --
\ PROPOSED
SEPTIC SYSTEM
/
T15N, R1W, SEC. 'S, LOT 34,
Lij
V
/ 14.7t
J,I,yal
I
ASEPTIC \
I
8
AREA1 \
m
\
V)
Z
\ PROPOSED 4
BEDROOM
/ HOUSE
I /
\
\
I �
I I
\
i I
�I �AERt
gEPTIC I
ARLAD1
JAN
\\\
T15N,
LOT 388., 380.,
JANET 5/D;
R1W, SEC. 5. LOT 39,
LOT SBA`
godo40
�F•..
o ........
r
_,
GARNESS ENGINEERING GROUP, L.trL
""^�'•'•^^----�-�� CONSULTANTS & GENERAL CONTRACTORS 2
M1 C IUWR IIOnD. 4118 101 • MIC.Ill • Mf .YlOf 1 F1C1( (M))35)- M - ra 111.M
•
• • • • • • • • • • • • • • • • • • • • •�
PREPARED FOR:
MICHELLE GIFFORD
-]]M .[9511[: mow.
PHONE NUMBER: PAGE NUMBER:
317-6955 1 OF 2
....0
'.J t re
O
LEGAL DESCRIPTION:
DRAWN BY:
Op�p� ' E-795
T15N, R1W, SECTION 5,
LOT 35 B.F.M.
04�d
TYPE OF WORK:
DATES
pro leeaio�°oo
��DO0000l
PROPOSED DESIGN FOR
SEPTIC SYSTEM 7/30/2007
(Rsv.O1M5)
0
W
D
m
N
Z
W
`1
J
W
K
Q
is
Q
I
I
1
T15N, R1W, SEC. S, LOT 22,
t^
VJ
---- ------
J
T15N, R1W, SEC. 5, LOT 22,
FIELD VERIFY
TH/1
PROPOSED T15N. R1W, SEC. 13, LOT 34,
SEPTIC SYSTEM i
r = I CSEPTIC \
I I ARS \
/' P BEDROOM 4 \
y —�\
HOUSE \
I
I
I
I
I
GEPrC
I LAD
JANET S/D:
LOT
I �
I '
/
GARNLSS ENGINEERING
- -•-• �•- --.— CONSULTANTS 3 GENERAL CONTR,
JAl c 1woR Ilan. fort 101 • Nc+,olUf.F. m "Y • rllol( (W7)"7-fIA • r" (W»:
PREPARED FOR: PHONE NUMBER:
MICHELLE GIFFORD 317-6955
'..LEGAL DESCRIPTION:
T15N, R1W, SECTION 5, LOT 35
TYPE OF WORK:
PROPOSED DESIGN FOR SEPTIC SYSTEM
(R.. 01105)
1 1
I �I CsE
1 "F
JANLOT B. \ T15N, R1W. SEC. S, LOT 39.
\ _
od04 O
OF
. 0
.,,ROUP_ L,tclTH
TORS..-- �.... •. ...
J]N � fCB42 w.. 0
PAGE NUMBER: Q••• •••••• .•• •
1 OF 2 D o f Gorn ss:•
K.D.M.
OF BEDROOMS:4 TO OBTAIN A COPY OF THE LETTER
PER DAY (CPD): 800 CONTACT CEG. BY PROCEEDING FORWARD CONTRACTOR MUSE HAVE ALL THE LOT
ION RATE/S: <1 MIN./INCH WITH THIS INSTALLATION, THE ENGINEER, LINES. WELL RADII. AND ALL EASEMENTS
D APPLICATION RATE: 0.8 WELL DRILLER. CONTRACTOR AND FLAGGED BY A REGISTERED LAND
DRAINFIELD SO.Fr.: 750 PROPERTY OWNER AGREE THAT THEY SURVEYOR, PRIOR TO CONSTRUCTION
HAVE READ THESE SPECIFICATIONS AND
AGREE TO ACCEPT THE TERMS AND
iM DEPTH:4.5 FEET
15 FEET
1:50 FEET
APPROVED SAND FILTER: N/A
TVE:0.5 FEET
DON FACTOR: N/A
. SO.FT.: 750
w
J
W
►E
LLJ
0
af
Q
GARAGE
\ tGO
CO
C0'j GO
ALTERNATE SITE WILL REQUIRE
F" AN ADVANCED WASTEWATER
TREATMENT SYSTEM
LST-- TMI' WT I
WT7
:.;
TF: .CC
cc
y •.r ,
••�`,�; � PROPOSE �4
— -' INSTALL DOUBLE
CLEANOUTS
77 ..•, ..,,, VIFOP�SEO.
f Gz0 oW.SEPTIC NK
INSTALL FOUNDATION
CLEANOUT
i
i
i
i
i
/
/
/
/
/
Cpl
GARNLSS ENGINEERING GROUP, Ltd. ac
off: '••�
•---<.�...•---.r.----- CONSULTANTS 3 GENERAL CONTRACTOR ••• • • • .• •••. ......••
JAI L RIOOII 0Y INR 101 • NX>OtCL Mf 19]01 • 9MON. (901)117-11" • r" (907).W " • 9 w.gsn,w,yrYiyarn
PREPARED FOR: PHONE NUMBER: PAGE NUMBER: ' ... ... ......••
MICHELLE GIFFORD 317-6955 2 OF 2 OQ •.J f Gar ess.:
LEGAL DESCRIPRON: DRAWN BY: O� r E-79 `Fo
T15N, RiW, SECTION 5, LOT 35 B.F.M.
TYPE OF WORK:DATE: �Q�p•oiessiol,
PROPOSED DESIGN FOR SEPTIC SYSTEM 7/112007 �ppppo�o
(RW. 01m)
0]
i
i
i
i
ALTERNATE SITE WILL REQUIRE
F" AN ADVANCED WASTEWATER
TREATMENT SYSTEM
LST-- TMI' WT I
WT7
:.;
TF: .CC
cc
y •.r ,
••�`,�; � PROPOSE �4
— -' INSTALL DOUBLE
CLEANOUTS
77 ..•, ..,,, VIFOP�SEO.
f Gz0 oW.SEPTIC NK
INSTALL FOUNDATION
CLEANOUT
i
i
i
i
i
/
/
/
/
/
Cpl
GARNLSS ENGINEERING GROUP, Ltd. ac
off: '••�
•---<.�...•---.r.----- CONSULTANTS 3 GENERAL CONTRACTOR ••• • • • .• •••. ......••
JAI L RIOOII 0Y INR 101 • NX>OtCL Mf 19]01 • 9MON. (901)117-11" • r" (907).W " • 9 w.gsn,w,yrYiyarn
PREPARED FOR: PHONE NUMBER: PAGE NUMBER: ' ... ... ......••
MICHELLE GIFFORD 317-6955 2 OF 2 OQ •.J f Gar ess.:
LEGAL DESCRIPRON: DRAWN BY: O� r E-79 `Fo
T15N, RiW, SECTION 5, LOT 35 B.F.M.
TYPE OF WORK:DATE: �Q�p•oiessiol,
PROPOSED DESIGN FOR SEPTIC SYSTEM 7/112007 �ppppo�o
(RW. 01m)
NUMBER. OF BEDROOMS:4
GALLONS PER DAY (GPD): 600
PERCOLATION RATE/S: <1 MIN./INCH
PROPOSED APPLICATION RATE: 0.7
MINIMUM DRAINFIELD SO.FT.:858
MAXIMUM DEPTH:6.5 FEET
WIDTH: 15 FEET
LENGTH:60 FEET
M.O.A. APPROVED SAND FILTER:2.0 FEET
EFFECTIVE: 0.5 FEET
REDUCTION FACTOR: N/A
ACTUAL SO.FT.: 900
LETTER THAT PERTAINS
TO OBTAIN A COPY
CONTACT CEG. BY PRO
WITH THIS INSTALLATIOI
%vt Xu IMLbt 5FLCIFICATIONS AND
AGREE TO ACCEPT THE TERMS AND
GARAGE I CARPORT .,7...i
11•
C��
PA
CONTRACTOR MUSTHAVE ALL THE LOT
LINES, WELL RADII, AND ALL EASEMENTS
FLAGGED BY A REGISTERED LAND
SURVEYOR, PRIOR TO CONSTRUCTION
50' SLM EASEMENT
ALTERNATE SITE WILL REQUIRE
AN ADVANCED WASTEWATER
CNP^ TREATMENT SYSTEM
PROVIDE
] CONFlRMATION
MY
PERC DURING.
THr1 CONSTRUCTION
Or_—
'01 I
C0
PROPOSED
DRAINFIELD
?ALL DOUBLET
CLEANOUTS
:I. i �• �� GALLON SEPTH
CO
PROPOSE M'
�`• �'�'� HOUSE
.�:`••'�'+, INSTALL FOUNDATION
CLEANOUT C�2
..•�r! ", i.i \
I
o �
pQp���Jy
GARNESS ENGINEERING GROUP, Ltd
_
CONSULTANTS 3 GENERAL CONTRACTORS ----- — — .....
3MI a Xe ftm ID IOI • ANC.D u L• M e»m . nqI[ foonu�-�In • rug fw»ar�uw .come ... 0
PREPARED FOR: PHONE NUMBER: PAGE NUMBER:
MICHELLE GIFFORD 317-6955 2 OF 2 Onna .J
LEGAL DESCRIPTION: DRAWN BY:
T15N, R1W, SECTION 5, LOT 35 B.F.M.
TYPE OF WORK: DATE; 3� 440
PROPOSED DESIGN FOR SEPTIC SYSTEM 7
IRay. eIN51
/
1
GARNESS ENGINEERING GROUP, Ltd
_
CONSULTANTS 3 GENERAL CONTRACTORS ----- — — .....
3MI a Xe ftm ID IOI • ANC.D u L• M e»m . nqI[ foonu�-�In • rug fw»ar�uw .come ... 0
PREPARED FOR: PHONE NUMBER: PAGE NUMBER:
MICHELLE GIFFORD 317-6955 2 OF 2 Onna .J
LEGAL DESCRIPTION: DRAWN BY:
T15N, R1W, SECTION 5, LOT 35 B.F.M.
TYPE OF WORK: DATE; 3� 440
PROPOSED DESIGN FOR SEPTIC SYSTEM 7
IRay. eIN51
MUNICIPALITY OF ANCHORAGE
Development Services Department
On -Site Water 6 Wastewater Program
4700 South Bragaw Street
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM / WATER SUPPLY PERMIT
Initial
Permit Number: SW070182
Legal Description: T15N R1 W SEC 5 LOT 35
Design Engineer: 0855 GARNESS ENGINEERING GROUF
Owner Name: MICHELLE GIFFORD
Owner Address: 22335 MARGARET MIELKE STREET
CHUGIAK , AK 99567 -
Date Issued: Jul 30, 2007
Expiration Date: Jul 29, 2008
Parcel ID: 051-032-19
Site Address: 22335 MARGARET MIELKE STREET
Lot Size: 108900 SO. FT.
Total Bedrooms: 4 Permit Bedrooms: 4
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. 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.
5. The following special provisions.
THE ENTIRE SUBSURFACE DISPOSAL FIELD IS NOT WITHIN A 30 FOOT RADIUS OF A PERCOLATION TEST.
THE ENGINEER NEEDS TO DO AN ADDITIONAL PERCOLATION TEST PRIOR TO THE CONSTRUCTION OF
THE SEPTIC FIELD. PLEASE SUBMIT STAMPED AND SIGNED RESULTS WITH THE AS -BUILT INSPECTION
REPORT. IF THE RESULTS REQUIRE A DESIGN CHANGE, CONSTRUCTION OF THE SYSTEM WILL STOP
PENDING ONSITE REVIEW AND APPROVAL.
Received
Date:
Issued By. Date: o10 7
Municipality of Anchorage
• -� Development Services Department
Building Safety Division'
On -Site Water & Wastewater Program
4700 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.
Property owner(s) MICHELLE GIFFORD Day phone 317-6955
Mailing address 12110 BUSINESS BLVD. #6 a EAGLE RIVER, AK 99577
Site address 22335 MARGARET MIELKE ST. a CHUGIAK, AK Zip Code 99567
Legal description (Sub'd, Block & Lot ) N/A
Legal description (Township, Section & Range) T15W. R1 W. SEC 5. LOT 35
Lot Size 108900 Sq.Ft. Number of Bedrooms 4
THIS APPLICATION IS FOR (®all that apply):
Absorption Field
Septic Tank
❑
Holding Tank
❑
Privy
❑
Private Well
Water Storage
❑
THIS APPLICATION IS AN:
Initial
Upgrade
❑
Renewal
❑
I 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.
GARNESS ENGINEERING GROUP, Ltd.
Permit/Rush Fees:1 `160 #$179
Date of Payment:�/Z l07
Waiver Fees:
Date of Payment:
Receipt Number: 9 6$3 � Receipt Number:
(Rev. 11/05)
GARNESS ENGINEERING GROUP, Ltd.
- _ --1 CONSULTANTS & GENERAL CONTRACTORS r" -- - ,
July 11, 2007
Municipality of Anchorage
Development Service Department
On -Site Water & Wastewater Program
4700 Bragaw Street
P.O. Box 196650,
Anchorage, AK 99519-6650
(907)343-7904
Ref: Proposed Septic Design for T15N, R11N', Section 5, Lot 35
To whom it may concern:
The proposed 4 bedroom house will be served by a private well and septic system. We are proposing to
install a new 1250 gallon septic tank and a bed type drainfield. One test hole was excavated on the
property. The drainfield will be designed around the 30 foot radius of this test hole. Comments regarding
the design are summarized as follows:
1. SOILS: See the attached log which shows the soil classifications, groundwater monitoring, and the
percolation test results.
2. DRAINFIELD DESIGN: See attached design drawing for drainfield specifications.
3. SURFACE RATERS: There are no surface waters within 100 feet of the proposed septic system.
4. TOPOGRAPHY: As can be seen on the attached design drawing the average topography around the
drainfield is generally flat.
5. WAIVER OF SAND FILTER: The soil perked at less than one minute per inch. Based upon our
visual assessment, there appeared to be enough sand content so as to negate the need for a sand filter.
We are unaware of any adverse impacts this installation would have on adjacent wells or septic systems.
If you have any4uestions, please contact us at 337-6179. Thank you for your assistance.
P.E., M.S.
NOTE. -Attached is a site plan drawing, a design drawing, one soil log, which are all part of the design package for
this septic system. (Contact G.E.C. Ltd. for 7 page construction specification letter.)
3701 E. Tudor Road, Suite 101 *Anchorage, AK 99507-1259
Ph: (907) 337-6179 0 Fax: (907) 338-3246' Website: www.gamessenginccring.com
0
w
D
m
Z)
V)
Z
T15N, R1W, SEC. 5, LOT 22.
Lv T15N, R1W, SEC. 5, LOT 22.
�� \\ (NO CONCERNS)
V) \
W 1
Y
LtJ --- �-
50' BLM EASEMENT
L—J\ is: /
50' BLU EASEMENT
Q . /
--
LL
y
PROPOSED
SEPTIC SYSTEM T15N, R1W, SEC. S, LOT 34.
SEPTIC
1 8 1 ARS \\\
1 �H � \
\ Q PROPOSED 4
BEDROOM
/ HOUSE \
I / \
I / \
I � �
I 1 '>po� l Gs��
AREAa
I L 1\ f
JANET S/D;
\ /
I LOT 388, \ T15N, R1W, SEC. 5. LOT 39,
JANET S/D; \ /
LOT 38A,. -
I
GARNLSS LNGINLLRING GROUP, I:td-
_•_-----+•_ z•--�+•= CONSULTANTS & GENERAL CONTRACTORS ��*—+•-•-+�••-�
At L TIOC1, IdD, AI„i 101
PREPARED FOR: PHONE NUMBER: PAGE NUMBER: .•• •• • •..... ••••••
MICHELLE GIFFORD 317-6955 1 OF 2 '•.i f re A. am s.-
LEGAL DESCRIPTION: DRAWN BY: 004 ,• —795 \F I
T15N, R1W, SECTION 5, LOT 35 B.F.M. 4'eere i'L3o�S�Fo°o
TYPE OF WORK: DATE: 404O4vp r3510n0
PROPOSED DESIGN FOR SEPTIC SYSTEM 7/30/2007
(R" 01005(
LLJ
LLJ
N i
Ill i
/ LLJ
/ LLJ
v
I Il
I �
I �
I Q
1 �
CONTRACTOR MUST HAVE ALL THE LOT
LINES, WELL RADII, AND ALL EASEMENTS
FLAGGED BY A REGISTERED LAND
SURVEYOR, PRIOR TO CONSTRUCTION
/ 50' BLM EASEMENT
ALTERNATE SITE WILL REQUIRE
AN ADVANCED WASTEWATER
TREATMENT SYSTEM
PROVIDE
[P.E
NFIRMATION
C — — — — — RCDURING
MT THII NSTRUCTION
Cor.--* ---MY Y1
CO..
cr WTPROPOSE0— —
DRAINFIELDnn
— L
4•
�, •"'• PopoSED
RBEDRGOMA &%v
:• • •�..: NOUSE
INSTALL FOUNDATION
CLEANOUT \
\
C�� I
I
1
/I
�"
� 1•
i
i
CLEANOUTS
CV
75,00
GARNGSS ENGINEERING GROUP, Ltd
•'. >r
CONSULTANTS 8 GENERAL CON�••••••• •• .. ••••••••••
Ml L TMM 0010. ! 101 • MIOIGV L M( • FM 001i�" • �0911C w•. a
PREPARED FOR: PHONE NUMBER: PAGE NUMBER: •• •• •••••• ......•••••
MICHELLE GIFFORD 317-6955 2 OF 2 Q P •;� r y . arness.-
LEGAL DESCRIPTION: DRAWN BY: QO a ' .• CE -7953 .• `�g'
T15N, R1W, SECTION 5, LOT 35 8. F.M.
0eyPFate
TYPE OF WORK: DATE: ;p p��0oo00�ofessio�°0
PROPOSED DESIGN FOR SEPTIC SYSTEM 7 200
(RM. 01105)
LETTER THAT PERTAINS TO THIS DESIGN.
R. OF BEDROOMS:
TO OBTAIN A COPY OF THE LETTER
IS PER DAY (GPD): 600
CONTACT GEC. BY PROCEEDING FORWARD
ATION RATE/S: <1 MIN./INCH
WITH THIS INSTALLATION, THE ENGINEER,
SED APPLICATION RATE: 0.7
WELL DRILLER, CONTRACTOR AND
M GRAINFIELD SO.FT.: 858
PROPERTY OWNER AGREE THAT THEY
HAVE READ THESE SPECIFICATIONS AND
JFIELD DESIGN:
AGREE TO ACCEPT THE TERMS AND
CONDITIONS OUTLINED.
IM DEPTH:8.5 FEET'•_::-�'..=-•�:
15 FEET
'. �:
I:80 FEET
;.;•,
.A •,
APPROVED SAND FILTER: 2.0 FEET
'+'•
N'E:0.5 FEET
GARAGE
CARPORT 7...:
nON FACTOR: N/A
�' •';:•
. SQ.FT.: 900
•„ ?,•�
.. :�
LLJ
LLJ
N i
Ill i
/ LLJ
/ LLJ
v
I Il
I �
I �
I Q
1 �
CONTRACTOR MUST HAVE ALL THE LOT
LINES, WELL RADII, AND ALL EASEMENTS
FLAGGED BY A REGISTERED LAND
SURVEYOR, PRIOR TO CONSTRUCTION
/ 50' BLM EASEMENT
ALTERNATE SITE WILL REQUIRE
AN ADVANCED WASTEWATER
TREATMENT SYSTEM
PROVIDE
[P.E
NFIRMATION
C — — — — — RCDURING
MT THII NSTRUCTION
Cor.--* ---MY Y1
CO..
cr WTPROPOSE0— —
DRAINFIELDnn
— L
4•
�, •"'• PopoSED
RBEDRGOMA &%v
:• • •�..: NOUSE
INSTALL FOUNDATION
CLEANOUT \
\
C�� I
I
1
/I
�"
� 1•
i
i
CLEANOUTS
CV
75,00
GARNGSS ENGINEERING GROUP, Ltd
•'. >r
CONSULTANTS 8 GENERAL CON�••••••• •• .. ••••••••••
Ml L TMM 0010. ! 101 • MIOIGV L M( • FM 001i�" • �0911C w•. a
PREPARED FOR: PHONE NUMBER: PAGE NUMBER: •• •• •••••• ......•••••
MICHELLE GIFFORD 317-6955 2 OF 2 Q P •;� r y . arness.-
LEGAL DESCRIPTION: DRAWN BY: QO a ' .• CE -7953 .• `�g'
T15N, R1W, SECTION 5, LOT 35 8. F.M.
0eyPFate
TYPE OF WORK: DATE: ;p p��0oo00�ofessio�°0
PROPOSED DESIGN FOR SEPTIC SYSTEM 7 200
(RM. 01105)
X67 P 7_
.
ra, • •
Municipality of Anchorage .:i; wsfb,<<
On-Site Water&Wastewater Program a MAY' (I 2017 .1 .4it e a
(907)343-7904 `
y6 1
ti
OZ 6 9 ,�
CERTIFICATE OF ON-SITE SYSTEMS APPROVAL
Parcel I.D. 051-032-19 Expiration Date:
1. GENERAL INFORMATION
Complete legal description T15N,R1 W,SECTION 5,LOT 35
Location (site address) 22335 MARGARET MIELKE STREET,CHUGIAK,AK 99567
Current Property owner(s) MICHELLE GIFFORD Day phone 907-317-6955
Mailing address 1501 NORTH 9TH STREET,COEUR D'ALENE,ID 83814
Real Estate Agent Day phone
2. TYPE OF DWELLING:
Duplex
❑ Multiple Dwellings(Single Family and/or Duplex)
3. NUMBER OF BEDROOMS: 4
4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL:
Individual Well U Individual On-site U
Individual Water Storage ❑ Individual Holding tank ❑
Community Class Well ❑ Community On-site ❑
Public Water System ❑ Public Sewer ❑
waiverNariancerequest for SEPTIC TANK TO FOUNDATION Distance: 2,0 FEET
Received by: Date: 5/ hi (7
COSA to be released to the engineer,unless otherwise requested by the engineer.
COSA Fee$ 5 Waiver Fee$ 2-1
Date of Payment S '? 11.1 Date of Payment ✓{I I
Receipt Number Ci t 561 Receipt Number O o f q 6
COSA# 05'-1 \ l'1d Waiver# 05V 11 k
5. STATEMENT OF INSPECTION BY ENGINEER
As certified by my seal affixed hereto and as of the validation date shown below, I verify that my
investigation, based on procedures outlined in the Certificate of On-Site Systems Approval Guidelines for this application,
shows that the on-site water supply and/or wastewater disposal system is(are) safe, functional and adequate
for the number of bedrooms and type of structure indicated herein. I further verify that based on the
information obtained from the Municipality of Anchorage files and from my investigation and inspection, the
on-site water supply and/or wastewater disposal system is(are)in compliance with all applicable Municipal
and State codes, ordinances, and regulations in effect at the time of installation.
Name of Firm GARNESS ENGINEERING GROUP,Ltd. Phone 337-6179
Address 3701 E.TUDOR ROAD,SUITE 101 'ANCHORAGE,AK,99507
Engineer's Printed Name JEFFREY A.GARNESS,P.E. Date S1l D/Z(z.i
Engineers Comments: 11,
In conducting this evaluation.GEG provided an engineering evaluation of the well and'or septic system in accordance high the .05,10111111 it l'
guidelines and regulations established by the Municipality of Anchorage and industry practices.The reposed results describe me ��+I QF. ,f+*
condition of the systems on the defers of the evaluation.Separation distances were measured to ready identifiable features. +•P\ .,, •♦
Hidden defects or encroachments may exist that were not identified during the evaluation.The operational life of all wells and septic •
systems depend on a variety of variables including.but not limited to.soil condtions,groundwater levels(hat may fluctuate during i �•'••'11••, ( .- ♦#
the year),quality of construction(materials and workmanship),and the waterusage of the famiy utilizing he systen/s.These et * 1( IFF;\ r j.* I.conditions can vary,and are outside the control of GEG.Satisfactory test results do not guarantee Uwe performance of the if !
systemis:therefore,GEG makes no warranty(express or implied)regarding the future performance of the well or septic system. •
1 •
•
GEG makes no representation whether an alternative well or septic system can be installed on the popery in the event either of the • I ! �t M
• currents systems fail The content of this report is for the sole benefit of the pori •t {S :cc.r ~
yspersorVparty who retained GEG.Reliance u the 1
information provided in this report by any other person or party.includingbut not limited to subs # e r A.Game s
subsequent #..,, - 95 i
authorized.In short.GEG disavows any legal duty to anyone other than the persoopartywho paid for this report. # .../...,,
•
6. DSD SIGNATURE ♦♦ •e+'r ,dr E..-SSVe`�44.
LICENSE �•t♦l="t...
rAECCsaa
System#1 Approved for bedrooms. •
System#2 Approved for bedrooms. JY Qr
Disapproved. • �,4.....,;-, '��
Conditional approval for bedrooms, with the following stipulations: WAy R T�
c A' RANO m
Fri WAST L�v
A-r�R _
'� pRQ�RAM \a
!,T{,�fi1/.r r��
By: ~� w—ti Original Certificate Date: S---/ I 1 i
The Municipality or Anchorage Develop,emt Services Division(DSD)issues Certificates of On-Site Systems Approval(COSA)based only
upon the represenatations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska.
The Municipality of Anchorage is not responsible for errors or omissions in the professional engineers work.
7. ATTCHMENTS:
COSA Checklist Nitrate Advisory
Septic System Advisory Arsenic Advisory
Well Flow Advisory - Other
(Rev.101121121
If more than 1 septic system is on the lot:
COSA Checklist# of
Structure served by this system
Certificate of On-Site Systems Approval Checklist
Legal Description: T15N, R1 W, SECTION 5, LOT 35 Parcel ID: 051-032-19
A. WELL DATA
Well type PRIVATE If A, B, or C provide PWSID# N/A Well Log (YIN) YES
Date completed 10/3/2007 Sanitary seal (YIN) YES Wires properly protected (YIN) YES
Total depth 43 ft. Cased to 43 ft. Casing height (above ground) 18+ in.
FROM WELL LOG AT INSPECTION
Date of test 10/3/2007 6/14/2016
Static water level 16 ft 16 ft.
Well production 7 g.p.m. 5.2 g.p.m.
WATER SAMPLE RESULTS:
Coliform `0 colonies/100 ml. Nitrate *1.78 mg./L. Collected by: GEG,Ltd.&'SULLIVAN WATER WELL
Arsenic: ND<5 ug./L. Date of sample: 4/14/2017&'5/2/2017
B. SEPTIC/HOLDING TANK DATA
Tank Type/Material STEEL Date installed 9/26-28/2007
Tank size 1250 gal. Number of Compartments 2 Cleanouts (YIN) YES
Foundation cleanout (Y/N) YES Depression over tank (Y/N) NO High water alarm (Y/N) N/A
Date of pumping 10/10/2016 Pumper ALASKA SEWER & DRAIN. LLC
C. ABSORPTION FIELD DATA I-BELOW EXISTING GRADE
Date installed 9/26-28/2007 Soil rating 'or ft2/bdrm) 1.0 System type DUAL 5-WIDES
Length 120 (2 @ 60) ft. Width 5 ft. Gravel below pipe 1.08 ft.
Total depth 4.7-5.9 ft. Eff. absorption area 685 ft Monitoring tube YES Depression over field NO
Date of adequacy test 6/14/2016 Results (Pass/Fail) PASS For 4 bedrooms
Fluid depth in absorption field before test "0 in. Water added 701 gal. New depth "0 in.
Elapsed Time: 0 min. Final fluid depth 0 in. Absorption rate >= 600 g.p.d.
Any rejuvenation treatment (past 12 mo.) (Y/N & type) NONE KNOWN If yes, give date -
"BOTH DRAINFIELDS WERE DRY PRIOR TO TEST. TESTED EAST TRENCH ONLY.
WEST TRENCH REMAINED DRY THROUGHOUT TEST.
FLOW DIVERTER DOES NOT APPEAR TO BE SET TO SPLIT FLOW EXACTLY 50/50
GEG RECOMMENDS THE DISTRIBUTION LINES BE JETTED TO CLEAN
DIRT/DEBRIS OBSERVED IN THE LINES
D. LIFT STATION
Date installed Size in gallons Manhole/Access(YIN)
"Pump on"level at in. "Pump off' level at a er alarm level at in.
Cycles tested Meets alarm&circuit requirements?
E. SEPARATION DISTANCES
SEPARATION DISTANCES FROM WELL ON LOT TO:
Septic tank/lift station on lot 100'+ On adjacent lots 100'+
Absorption field on lot 100+ On adjacent lots 100'+
Public sewer main —.-- 75+ Public sewer manhole/cleanout 100'+
Sewer/septic service line 26+ Holding tank 75'+
Animal containment areas 50'+ Manure/animal excrete storage areas 100'+
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO:
Building foundation '--2.5' Property line_ 6+ Absorption field 6+
Water main 10'+ Water service line 10'+ Surface water 100'+
Wells on adjacent lots 100'+ -
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
Property line 10'+ Building foundation 10'+ Water main 10'+
Water service line "10'+ (WITH CAVEAT) Surface water 100'+ Driveway, parking/vehicle storage 10'+
Curtain drain NONE KNOWN Wells on adjacent lots 100'+
F. COMMENTS
'SEE ATTACHED WAIVER REQUEST FOR SEPTIC TANK TO FOUNDATION.
"ASSUMED BASED UPON WHERE THE WATER SERVICE LINE ENTERS THE HOUSE.SEE ATTACHED SKETCH
A WELL WAS DRILLED IN SOUTHWEST CORNER OF PROPERTY AND FOUND TO BE DRY PER SUWVAN WATER
WELLS.WELL WAS BELIEVED TO BE DECOMMISSIONED,BUT NO LOG/RECORD COULD BE FOUND OF THE
DECOMMISSIONING.DID NOT SEE'DECOMMISSIONED"WELL DURING SITE VISIT.THERE IS A LOW LYING
DECK ON PIER BLOCKS OVER THE SEPTIC TANK.
G. ENGINEERS CERTIFICATION
��aaaaw%
•44-I certify that 1 have determined through field inspections and • P•'•'" • ••
review of Municipal records that the above systems are in •- • •
conformance with MOA COSA guidelines in effect on this g4 i:' . r" --4--` ':'F••
date. :
mcnr
Municipality of Anchorage
Iapartm,nt
P.O. Box 196650 . 4700 Elmore Road
Anchorage, Alaska 99519-6650 • (907) 343-7904 • Fax (907) 343-7997
http://www.munl.orsi/Onsite
Development Services Division
On-Site Water and Wastewater Program
**** VARIANCE/WAIVER REVIEW ****
Waiver#. OSV171031 COSA#: OSC171170 Permit#:
PID#: 051-032-19
Legal Description: T15N R1 W Sec5 Lat35
Engineer: Garness Engineering Group
Applicant: Michell Gifford
Your request for a waiver of the required 5 feet horizontal separation from the tank to the
Foundation has been approved. The approved separation distance is 2 feet.
This waiver approval applies to the septic tank only. Any future upgrade to the on-site
wastewater disposal system will require all separation distances be met or another approval from
this department.
❑ The affected adjacent property owner(s) have been given a 7 day notice regarding this
waiver.
❑ Notarized letter(s) of nonobjection have been received from the owner(s) of the affected
adjacent property.
CA Adjacent properties are not affected by this waiver.
Waiver is Granted: X Waiver is not Granted:
�
Date: ( ('1J
/ Approved by:
I Name of Reviewer
**** VARIANCENVAIVER REVIEW ****
guanics
GARNESS ENGINEERING GROUP, Ltd '-' '-- T",,rzsr
CIVIL&ENVIRONMENTAL ENGINEERS �ea er
May 10, 2017
Municipality of Anchorage
Development Service Department
On-Site Water&Wastewater Program
4700 Elmore Road
Anchorage, AK 99507
Ref: Waiver Request from New Septic Tank to Foundation for T15N, R1 W, Section 5; Lot 35
To whom it may concern:
We are requesting a 2 foot waiver from the edge of the tank to the closest part of the foundation
(footer). During our initial inspections of the tank and drainfield installation, the foundation for the
main house was not installed. We recently performed a septic adequacy test for the purpose of
obtaining a COSA and discovered that the standpipe cleanout for the first compartment was
exactly 5 feet from the visible part of the foundation. Since the tank has a 5 foot diameter (2.5
foot radius), it is our assessment, that the tank is slightly more than 2 feet from the footer.
Therefore, we are requesting a waiver to the code required 5 foot separation:
• Attached is profile drawing showing the encroachment, with an imaginary 45 degree
angle of repose from the bottom of the footer. As can be seen this imaginary slope line
slightly intersects a portion of the tank.
• Typically when septic tanks collapse, it occurs at top of the tank, between the end plates
and the interior baffle. With the angle of repose intersecting in the lower portion of the
tank, if it were to collapse (at the top), it is reasonable to believe the foundation would
not be significantly compromised as long as corrective was taken immediately to
address the problem.
It is our recommendation that you issue an advisory notice with the COSA regarding this
encroachment. If yl u have any questions, please contact me at 337-6179. Thank you for your
assistance.
in -rely,
I
Jeffrey A. 0-, 'ess, P ., M.S.
Presid-n
3701 East Tudor Road,Suite 101 *Anchorage,Alaska 99507-1259
Phone: (907)337-6179*Fax: (907)338-3246*Website: www.gamessengineering.com
TOP OF CMU
FLASHING=100.00
GRADE @
FOUNDATION=99.17
ST1
GRADE @ TANK 5 FOOT
=99.17(AVG.)
A
TOP OF TANK=95.61
INSULATION
2 FOOT
NORMAL OPERATING VA,,,,,W„„A,,,,,, ,,,,,,,,,,4695V,,,, WAIVER
LIQUID LEVEL=94.82 REQUESTED •,
*
t..-
..///j EXISTING 1250 i// FOUNDATION FOOTER
%/";GALLON SEPTIC TANK•%/j .(�� (48'ASSUMED
FOOTER WALL5+ 0'
/ >/ j% % jI///< //f/ / i% � FOOTER)=- 17j
M.
/////i.„,,,,4//
Ce7 \
BOTTOM OF
<"'; TANK =90.73
Or
.. 1111\ ,,
.44.7 ..._ 0' 1/14
•
GARNESS ENGINEERING GROUP, Ltd • =�� 4,':. ..
13 . �%. ��.
•
CIVIL&ENVIRONMENTAL ENGINEERS •
3701 E TUDOR ROAD.SUITE 101•ANCHORAGE.AK 99507•PHONE(907)337-6179•FAX(907)338-3246'WEBSITE www.gamessengineenng can . .1 Y
PREPARED FOR: PHONE NUMBER. PAGE NUMBER: •0 -1� - ess ' 47
MICHELLE GIFFORD 317-6955 1 OF 1 �•�% -79 , =47,.
PROJECT/LEGAL DESCRIPTION DRAWN BY: ,
• l .
T15N R1 W, SECTION 5, LOT 35 J.L.M. /•+ ..'� Zyl4�•p\ ��
TYPE OF WORK: DATE: '4SE4 FESS1 •lb-�•*
PROFILE DRAWING FOR TANK TO FOUNDATION WAIVER 8/24/2016 #AECNC884 ����`��� f
V°ki,�-4 flQ 4 4o
5-$7* O:".0 - _7.�a.o/ U r��
• •
c
71/r-
• sk►
oI a
S/ 9 3 0 --, s?
. . . . ` 6 . r a o„ ,,,,,,t/ it , r
,.._.
v t, Dao O U�oS. '`� i
It �G _ ....._�
Sa
b \\k: �r6-ZP
si 41
' Za ••
\N ••
J ± _
k8,? v z3
______A
. : , ,
; 1. ”. . ,,,i Al.. .- ar.- /6;r •-...t,,, * 0)
i ‘e. -
li \- C7 . .
bh, el
. 1\--"-f--------.'- ''N
veil
i
•
• - ..5-6-,0,---...?i:.-0-0- 330 -a5 I
�i ' - t-
, 751 .ma x s�/8��
,�«�.� oyz; 5-
ASBUILT SEWARD & ASSOCIATES LAND SURVEYING 694-0829
I HEREBY CERTIFY THAT I HAVE SURVEYED THE
SCALE:
���,R�►�e•��4
FOLLOWING DESCRIBED PROPERTY: 7, OF At' IW
Goy 3Ssez s r�s��/!�/ DATE: .r .• S d
AND THAT NO ENCROACHMENTS EXIST EXCEPT AS �6/y�� )''`` d ••� '�
INDICATED. IT IS THE RESPONSIBILITY OF THE i*: TN -.17*;
OWNER TO DETERMINE TH-. EXISTENCE OF ANY GRID: r �
EASEMENTS, COVENANTS, OR RESTRICTIONS
y��Ss1 �Z �-4sa4T 11/
WHICH DO NOT APPEAR ON THE RECORDED SUBDI- ` Duane Mark .r /
VISION PLAT. UNDER NO CIRCUMSTANCES SHOULD FB' //3 S� 9 -.• l5- �,• `a,
' 4.
47
ANY DATA HEREON BE USED FOR CONSTRUCTION ,��ay �• �������
OF FENCE LINE5, OR FOR ESTABLISHING BOUND- DRAWN: �'; �,•.�
ARY LINES. tk4.•�•
