HomeMy WebLinkAboutCOTTONWOOD HEIGHTS BLK 1 LT 14 o t t onwooc
ts.
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051
Municipality of Anchorage
Community Development Department Page 1 of 3
On-Site Water&Wastewater Program
4700 Elmore St. •P.O. Box 196650 Anchorage,AK 99519-6650•http://www.muni.org/onsite•(907)343-7904
ON-SITE WASTEWATER INSPECTION REPORT
Permit Number: OSP181412 PID Number. 051-431-30 ❑ New ■Upgrade
Name: ABSORPTION FIELD
MARK& BETTY WARREN
Address: ❑ Deep Trench ❑ Shallow Trench ❑ Bed ❑ Mound
20144 LAUGHLIN STREET, CHUGIAK,AK 99567 ❑ Other
Soil Rating: Total Depth from original grade:
Phone: No.of Bedrooms:
(813) 917-1415 4 GPDISq.Ft.
Ft.
Depth to pipe invert from original grade Gravel depth beneath pipe
LEGAL DESCRIPTION
FL Ft
Subdivision: Block: Lot: Fill added above original grade: Grave gth
COTTONWOOD HEIGHTS 1 14
Ft.
Township: Range: Section: Graval Width: \ Beds Number of lines: Distance between lines:
Ft Ft.
SEPARATION DISTANCES
Total absorption Number of trenches: Dist.between trenches:
To Septic Absorption Lift Holding Public/Private
From Tank Field Station Tank Sewer Lines SQ.Ft. Ft.
Well 100'+ - - 25'+ TANK I Septic ElS.T.E.P. :Holding El Other
Manufacturer. Capacity.
Surface Water 100'+ 0 - - ANCHORAGE TANK 125017. Gal.
U) Material: Number of compartments:
Lot Line 5'+ w - - N/A
I STEEL 2
Foundation 10'+ - -
LIFT STATION
Curtain Drain - NONE KNOWN Manufacturer: C..
I
Gal.
Remarks: 'Pump on level at 'Pump off level at High water alarm at:
Pump Make 8 Model Electrical Inspections performed by:
PIPE MATERIAL
03034 D3034
House to tank (FOR NEW) Tank to (FOR NEW)
drainfield
Installer D3034
JR'S EXCAVATING Drainfield EXISTING CO/MT (FOR NEW)
Inspector GEG, Ltd. BENCH MARK (Assumed elevation)
Inspection 100.00 Ft
Dates: 1st 11/27/2018 2nd Location and Dosc p on
3rd - 4th - BOTTOM OF WINDOW SILL NEAR POINT"A"
ENGINEER'S SEAL
Community Development Department Approval ��.�` �'1114t/
Conditional approval: Date: :*• • — *.j•
i 9''` /\
I' •o- •
; c •
♦ c^';• r--'e, kGam ,s:'��
"1 J, •1 CE-79 ' _4
�j I C. t 43,.•4. Z.
Approved: lam-��— Date: l.21 -f g �.deo p:.••....1... ` P.4:
PERMIT NUMBER: PARCEL ID NUMBER: \
OSP181412 RECORD DRAWING 051-431-30
4. .... .:4. LAUGHLIN STREET
A B
DBL1 14.4 25.0
DBL2 15.3 25.4
ST1 16.4 26.2
ST2 23.8 31.5
DBL3 25.4 32.7 1•
DBL4 26.9 33.9 EXISTING , • • + EXISTING
CO1 30.8 37.1 CAR •'.': •*' GARAGE
CANOPY .1• . ..r....:' .•
.' • . .'•.. • HED
8'LOT LINE WAIVER GRANTED t "' ••, •.- ' +''' ///
EXISTING DRAINFIELD. SUMP.. •' •?• ••'•`'. . %...• N
PASSED SEPTIC ADEQUACY —
TEST ON 11/5/2018 —
INSTALLED DOUBLE -Co1 . SCALE:
CLEANOUTS(DBL3&DBL4) •°' .` '
—"ST2 �, 1"=40'
NEW 1250 GALLON " ....' •.
STEEL SEPTIC TANK -ST1 = 'i '
INSTALLED DOUBLE "' _
CLEANOUTS(DBL1&DBL2) ••';-'•. NOTE:THE OLD SEPTIC TANK
jIIIII/I •,, WAS COMPLETELY REMOVED
AND DISPOSED OFF SITE PER THE
M . CONTRACTOR.THE NEW TANK
LOT 13,BLOCK 1 j 8 o :.'• !OTTONWOOD HEIGHTS S/D j n *' WAS INSTALLED IN THE SAME
C
j..o a o F- _ LOCATION AS THE OLD TANK.
y- rr) O
•/ W♦ \♦
i/// Z �// \� \\
to H
NOTE:THE WELL ON LOT ?U \ �\
13 WAS PHYSICALLY iQ O •
• ••
FOUND AND THE 100 FOOT ict
w \�
SEPARATION DISTANCE --
WAS VERIFIED PRIOR TO // �• •\
THE INSTALLATION OF o xCJ 1
NEW SEPTIC TANK 11 �p�Jy
0_
a 11 ���� `1
I 11 4 1
I 1 1
I I 1
EXISTING WELL i EXISTING WELL 1
1
1
W 1
1
1
1 1
..*AMU%,II
1
:,.4.1..`� �F .A/ .,111
GARNESS ENGINEERING GROUP, Ltd
ENGINEERING SALES CONSULTING 0 0
3701 E.TUDOR ROAD,SUITE 101'ANCHORAGE,AK 99507'PHONE(907)337-6179'FAX(9071338-3246'WEBSITE:www.gamessenglneedng.com • '
•
PREPARED FOR: PHONE NUMBER: PAGE NUMBER: V.%...• •ey G..'-ss t /
MARK WARREN (813)917-1415 2 OF 3 �• it t� CE-79 3 0�_�/
PROJECT/LEGAL DESCRIPTION: DRAWN BY: •v♦��n•. I S 0.•.<�:�
COTTONWOOD HEIGHTS S/D; BLOCK 1, LOT 14 J.L.M. Ir'Z .ge-`• • .;4') •
TYPE OF WORK: DATE 111 ";I `S`; ,
LICENSERECORD DRAWING OF SEPTIC TANK UPGRADE 11/28/2018 #AECC8'.4 1� J
(PERMIT NUMBER: PARCEL ID NUMBER: \
OSP181412 RECORD DRAWING 051-431-30
FINAL GRADE =97.07-97.76
ST1 ST2
TOP OF TANK TOP OF TANK
AT INLET=93.04AT OUTLET=93.04
n
t
1—
NEW
NEW 1250 GALLON
INVERT OF BUNG SEPTIC TANK
AT INLET=92.37 (RATED FOR INVERT OF BUNG
10' BURIAL) AT OUTLET= 92.25
.<4\;:,C-......6...".......
11F
GARNESS ENGINEERING GROUP, Ltd';*4
ENGINEERING SALES CONSULTING I 0 0
3701 E.TUDOR ROAD,SUITE 101•ANCHORAGE,AK 99507•PHONE(907)337-6179'FAX(907)338-3246'WEBSITE:www.gamessengineenng.com r
PREPARED FOR: PHONE NUMBER: PAGE NUMBER: !. ' ,••'zI i �G
re a ess Sg7=
MARK WARREN (813)917-1415 3 OF 3 °06 ' / C17-79/5 0 ��
PROJECT/LEGAL DESCRIPTION: DRAWN BY:
♦•A
•�� s (( :t 47
COTTONWOOD HEIGHTS S/D; BLOCK 1, LOT 14 J.L.M. yi �0.••'"•• ...�•............( e,•
TYPE OF WORK: DATE:
LICENSE i�OFES *'
RECORD DRAWING OF SEPTIC TANK UPGRADE 11/28/2018 #AECC884 , ����� }
711
1C,PAify MUNICIPALITY OF ANCHORAGE
On-Site Water&Wastewater Program
PO Box 196650 4700 Elmore Road
Anchorage,Alaska 99519-6650 Phone:(907)343-7904 Fax:(907)343-7997
http:/lwww.muni.org/onsite
I) pay tni nt
On-Site Wastewater Disposal System Permit
Permit Number: OSP181412 Effective Date: 11/15/2018
Work Type: SepticTank Upgrade Expiration Date: 11/15/2019
Tax Code Number: 05143130000
Site Legal Address: COTTONWOOD HEIGHTS BLK 1 LT 14 G:0756
Site Mailing Address: 20144 LAUGHLIN ST, Chugiak
Owner: WARREN MARK J & BETTY Lot Size in Sq Ft: 54945
Design Engineer: GARNESS ENGINEERING GROUP LTD Total Bedrooms: 4
This permit is for the construction of:
❑ Disposal Field 0 Septic Tank 0 Holding Tank 0 Privy 0 Private Well 0 Water Storage
All construction shall 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 wastewater code requires inspections during the installation. The engineer shall notify the Development
Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
shall be either:
a. Opened and Closed on the same day, or
b. Covered, sealed, and heated to prevent freezing
Received By: Date:
/ /—
Issued By: %,L Date: //,��
•
Municipality ®f Anchorage �z ;
_ur-.
P.O. Box 196650 s 4700 Elmore Road
Anchorage, Alaska 99519-6650 s (907) 343-7904 0 Fax (907) 343-7997
http://www.muni.orq/Onsite
Development Services Division
On-Site Water and Wastewater Program
**** VARIANCE/WAIVER REVIEW ****
Waiver#: OSV181094 COSA#: Permit#: OSP181412
PID#: 051-431-30
Legal Description: Cottonwood Heights B1 L14
Engineer: Garness Engineering Group
Applicant: Mark Warren
Your request for a waiver of the required 10 feet horizontal separation from the absorption field to
the property line has been approved. The approved separation distance is 8.0 feet.
This waiver approval applies to the existing absorption field only. Any future upgrade to the on-
site wastewater disposal system will require all separation distances be met or another approval
from this department.
1
Waiver is Granted: X Waiver is not Granted:
Date:l/O/7/ 0 Approved by: 1G,-iZar
Name of Reviewer
****
VARIANCE/WAIVER REVIEW ****
MUNICIPALITY OF ANCHORAGE
Community Development Department ' " Phone: 907-343-7904
Development Services Fax: 907- 343-7997
On-Site Water & Wastewater Program
Mayor Dan Sullivan
an-Site SeWi er/Well Permit Application
For A Sin6e Family Dwelling
Parcel I.D,: 051 "q31-a0
Property bwner(s) MARK WARRE Day phone (813)917-1415
Mailing address P:O.BOX 62, SLEETMUTE,AK 99668
Site address 20144 LAUGHLIN STREET, CHUGIAK,AK 99567
Legal description (Sub'd, Block& Lot ) COTTONWOOD HEIGHTS;BLOCK 1, LOT 14
Legal description (Township, Section & Range)
Lot Size Sq.Ft. Number of Bedrooms 3-SEPTIC SYSTEM SIZED FOR 4
APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DEWELLING:
(®au that apply) Initial Single Family(SF)
Absorption Field ❑ (w/wo ADU)
Septic Tank ® Upgrade Duplex (D) I
Renewal ❑
Holding Tank ❑ Multiple Dwellings ❑
Privy ❑ (SF and/or D)
Private Well ❑
Water Storage ❑
THIS APPLICATION INCLUDES A VARIANCE/WAIVER REQUEST FOR:
LOT LINE TO DRAINFIELD Distance: 8 FEET
I certify that the above information is correct. I further certify that this is in accordance with
applicable Municipal codes.
GARNESS ENGINEERING GROUP, Ltd.
(Signature of property owner or authorized agent)
Permit/Rush Fees: 2 16" Waiver Fees: of I 5
Date of Payment: 1(1(3 [13 Date of Payment: I03/a
Receipt Number: 0Y6/3136 Receipt Number: CY39 3
Permit No.
SPI gIL/la. Waiver No. 05 v/ aIORV'
(Rev.01/11)
GARNESS ENGINEERING GROUP, Ltd
ENGINEERING SALES CONSULTING
November 12, 2018
Municipality of Anchorage
Development Services
On-Site Water & Wastewater Program
4700 Elmore Roade
Anchorage, Alaska 99507
Phone: (907) 343-7904
Reference: Septic Tank Upgrade for Cottonwood Heights S/D; Block 1, Lot 14
To whom it may concern:
The 3 bedroom house on the referenced property is served by a private well and septic system.
Per MOA records, the septic system serving the subject property was installed in 9/2/1985 and
was sized for 4 bedrooms. The septic system consists of a 1250 gallon steel septic tank and a
deep trench type drainfield (56 feet long x 3 feet wide with 7 feet of effective). The drainfield has
recently passed a septic adequacy test, however the septic tank is over 33 years old. Instead of
trying to verify the integrity of the old septic tank, the new owners would like to upgrade the
septic tank. We are proposing that a new 1530 gallon, 2-compartment Infiltrator plastic septic
tank be installed, and the old septic tank permanently decommissioned. We request a septic
tank upgrade permit be issued.
It has also come to our attention that the existing sump is approximately 9.5 from the west lot
line per the Bell & Associates survey. We are requesting a 8 foot lot line waiver from the west lot
line to the drainfield as part of this permit request. We are unaware of any adverse effects this
would have on the adjacent property.
Please do not hesitate to call us at 337-6179 if you require further information. Thank you for
your assistance.
Since ely,
Je ye A G:rn--s, 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.garnessengineering.com
ii I 1
I LOT 2,FERGUSON S/D ( LOT 1,FERGUSON S/D I TRACT A,WITMAN S/D
I (NO ENCROACHMENT CONCERNS) I (NO ENCROACHMENT CONCERNS) I FOREST PARK TRAILER COURT
I
•
•::,..L:.:1,:. LAUGHLIN STREET
-f:':%:,
1:.•*..):�' EXISTING GEG.Ltd.HAS AN 8 PAGE SPECIFICATION LETTER
EXISTING THAT PERTAINS TO THIS DESIGN. Y PROCEEDING
CAR CANOPY r:;: GARAGE FORWARD WITH THIS INSTAL TION,THE
ENGINEER,WELL DRILLER,CO RACTOR AND
-".-'e' PROPERTY OWNER AGREE T THEY HAVE
• •� :
r .'••, '`�. READ THESE SPECIFICATIONS 0 AGREE TO
"'`;"'.'w- .':•. ...':". SHED ACCEPT THE TERMS AND CONDI NS OUTLINED.
8'LOT LINE WAIVER REQUESTED 0— '; i ''1•' ! ',,;; \' N
EXISTING DRAINFIELD.PASSED
SEPTIC ADEQUACY TEST ON 11/5/2018 ;•:4-',,,:i.....',,;Y :
•: •:: /INSTALL DOUBLE• S ALE:
EXISTING 1250 GALLON SEPTIC TANK ;; ./ CLEANOUTS
TO BE DECOMMISSIONED PER UPC �I D ' :;�•.;: 1"=60'
- D PROPOSED 1530 GALLON
INSTALL FOUNDATION CLEANOUT • FCO ':i., 2-COMPARTMENT
INFILTRATOR SEPTIC TANK
LOT 13,BLOCK 1 `.Z•''•,•
COTTONWOOD HEIGHTS S/D _ •," LOT 15,BLOCK 1
Oji: .,
COTTONWOOD HEIGHTS S/D
/ :••.:-:•••••1' (NO ENCROACHMENT CONCERNS)
NOTE:WELL IS TO BE / \
PHYSICALLY FOUND ON \ // / \
LOT 13,AND THE 100 FOOT /• L} \\
SEPARATION DISTANCE / \ EXISTING 3 \ i
VERIFIED PRIOR TO 2/
INSTALLATION OF NEW Jy�O/ \ BEDROOM HOUSE
SEPTIC TANK A / \ (SEPTIC SYSTEM \
n SIZED FOR 4 �v`� %
\" \r BEDROOMS) _ta�� \
"§-44/
/% //
^a'p-\ / \1 01 1 / //j
I / / '
EXISTyJG WELL 1 /' // " p0• 0
EXISTING WELL , I / / v
\\ / / �' // % .`'.,t9
\ / / / �' &O
----,/------107-U
;--------------------- ---4------•--------J O
\\�� 10 UTILITY EASEMENT / it-
/ " / Op4'
� LOT 19,BLOK 1
�� L0112,BLOCK1 \ ----�—�/ //LOT 11, I COTTONWOOD HEICGHTSS/D \\�
`__
——_�C9•1ONWOOD HEIGHTS S/D / BLOCK 1; '13 i
(NO ENCROACHMENT CONCERNS) / COTTONWOO
/ HEIGHTS S/DI I
***1111\
OF
7rgtm•zgpmnagionsmazaddirlialli . ...;. .,,, P�•''''''..... ••••• ••
.'V �•
GARNESS ENGINEERING GROUP, Ltdif
ENGINEERING•SALES•CONSULTING ,
3701 E TUDOR ROAD.SUITE 101•ANCHORAGE.AK 99507•PHONE(907)337-6179•FAX(907)338-3246•WEBSITE:www.gamessenginsaring.com ..Q•.. •
1 ,Illti • 1E.a
PREPARED FOR: PHONE NUMBER: PAGE NUMBER: 0 f^• - •y A. =SS 'Lid/
MARK WARREN (813)917-1415 1 OF 1 �•. , :.1• C 79
PROJECT/LEGAL DESCRIPTION: DRAWN BY: •� • • 4
COTTONWOOD HEIGHTS S/D; BLOCK 1, LOT 14 J.L.M. •• I OF,,. ESS• P\, 40
TYPE OF WORK: DATE: LICENSE,1,,'\���_"•••
SITE PLAN FOR SEPTIC TANK UPGRADE 11/13/2018 #AECC884
25 0 50
bed II
GRAPHIC SCALE
1" = 50'
— — - LAUGHLIN STREET 4-
BASIS OF BEARINGS • LEGEND
s89.59.38-Em(R) ro
0
184.94'(M) 185.00(R) � 0_ 0FOUND REBAR
GARAGE ON 19.4' @ SEPTIC VENT
CONCRETE FOUNDATION
LUMBER CLEAN OUT
LUMA - co
RETAINING WALL d ?so. ,
li 50.8' G WELL
41[1 _.
SEE A GAS METER
NOTE 2
20'X13' / A ELECTRIC METER
CAR CANOPY ' '
0 (SEE NOTE 3): • 0 UTILITY POST
s
v STAIRS GUY WIRE
(TYP)
0 0 0 (R)
(R) RECORD PER PLAT 71-291
N N LANDSCAPING (M) MEASURED
3 3 \4 i% . ‘•• LOT 14 (C) COMPUTED
- o \�\ ....::...;• 54,874 S.F.(M) m re
o =... o/",, OVERHEAD UTILITY
0 0 N .. 1.26 AC.(R)(C) ..:1- o
zo z I cdrn ROOF OVERHANG
N N
4.6'X7.0' ENCLOSED GRAVEL DRIVEWAY
f 43.3' ,as o' ENTRY PORCH 3 0 \ \\\
N o \\ .. WOOD DECK
1-STORY BI-LEVEL HOUSE o o .4� CONCRETE PAD
ON CONCRETE FOUNDATION z z
• 8'X8' GREENHOUSE
NOT ON FOUNDATION
132.7' PLAYGROUND NOTES
G 1. EASEMENTS OF RECORD, OTHER P
THAN THOSE SHOWN ON THE
RECORDED PLAT, ARE NOT 1
SHOWN HEREON. Q
SEE
NOTE 4 • 2. 14.7' X 10.6' STORAGE SHED
rj
LOT 15 NOT ON FOUNDATION. SITS ON O
10' UTILITY EASEMENT CONCRETE BLOCKS. 0
w S89'49�18MW 184.95'(C) OT 12 3. PER CLIENT, CAR CANOPY IS Q
S89'59 38 E 185.001(R)
LOT 19 TO BE MOVED DURING SUMMER
OF 2019. °o
0 /LOT 11 0 4. REBAR FOUND IN BAD
CONDITION. HELD RECORD.
ti-.,;%...••‘..\\..‘ / 00
•
%• it'.•• '� '. l� �;'147-,...49TH i 9t
>••• •• (THIS DRAWING REPRESENTS A MORTGAGE LOCATION SURVEY PREPARED IN
ACCORDANCE WITH THE ASPLS MORTGAGE LOCATION SURVEY STANDARDS.
ff THIS MORTGAGE LOCATION (AS-BUILT) SURVEY IS A REPRESENTATION OF THE
t �c FRANK R. BELL . o/� CONDITIONS THAT WERE FOUND AT THE TIME THE LOCATION SURVEY WAS
i!I-'4,.'•..Nov.09,2018..••. 3252-S ••p•,../ TOORANRMED INACCURACIES
DOES NOTHAT A STITUTE A SUBSEQUENT BOUDARY NDARYUSUVEY RVEY MAY Y DISCLOSE.IS BJECT
1F5
``\�pA0ffSS I ONAI r
INFORMATION CONTAINED HEREON SHALL NOT BE USED TO ESTABLISH ANY FENCE,
\�`"`l� STRUCTURE, OR OTHER IMPROVEMENTS
UNLESS GROSS NEGLIGENCE IS DISCOVERED, THE LIABILITY EXTENT OF THE
I HEREBY CERTIFY THAT AN PREPARER SHALL BE LIMITED TO THE AMOUNT OF FEES COLLECTED FOR SERVICES
ACCURATE SURVEY OF THE IN PREPARATION OF THIS PRODUCT.
FOLLOWING DESCRIBED PROPERTY;
COTTONWOOD HEIGHTS SUBDIVISION engineers L14 61 COTTONWOOD HEIGHTS SUBDIVISION
BLOCK 1 LOT 14 surveyors AS-BUILT SURVEY
WAS MADE ON NOVEMBER 06, 2018 PREPARED FOR:
AND THAT THE IMPROVEMENTS SITUATED
THEREON ARE WITHIN THE PROPERTY SHANE DENNY
LINES AND DO NOT OVERLAP OR DRAWN BY: WEM FLD BK:
ENCROACH ON THE PROPERTY LYING CHECKED BY: VFS FRBA18-03
ADJACENT TO THE PREMISES IN
QUESTION AND THAT THERE ARE NO 801 W. FIREWEED LN. #201 JOB NO.: 2018-2577 MOA GRID: NW 0756
ROADWAYS, TRANSMISSION LINES OR ANCHORAGE, AK 99503
OTHER VISIBLE EASEMENTS ON SAID I (907)274-5257 SCALE: AS SHOWN DATE: 11/09/2018
`PROPERTY EXCEPT AS INDICATED HEREON.
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION
ENVIRONMENTAL ENGINEERING DIVISION
825 L Street- Anchorage, Alaska 99501 Telephone 264-4720
ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
NAME
HONEI
MAILING ADDRESS
]Well: ~:~ 1:::::::~, ,)1- I Absorption~:~ar¥ Dwellii~,,~ !
I Material
I F Inside length ~ Width
HOMEMADE: etl~-nng ~
LEGAL DESCRIPTION
LOCATION
DISTANCE TO:
mo-,~l-Z~ I- v Manufacturer
~ Liq. ~acty ngalons
Well
DISTANCE TO:
Manufacturer
DISTANCE TO: IlWell ~ ¢~2:> ~ ~
No. Length oflea h lin.e ~
F ou ndatj.on ~
Material
Nearest lot lin~L'
NO. OF BEDROOMS
PERMIT NO.
No. of comp~.~.ents
Top of tile to finish grade
[] NEW
[~fJJ PG RAD E
Liquid depth
PERMIT NO.
Liquid capacity in gallons
PERMIT
Total le~q.~o~ tlj..~ Trench wi~.~,inches Distance be. tw~r~t ~ lines
Material beneath tile
~.~ *¢~
inches
Total effective absorDJ[[on
Length
Type of crib
DISTANCE TO:
DISTANCE TO:
Width
;rib diameter
Depth
[~(ib depth
PERMIT NO.
Total effective absorption area
Well Building foundation Nearest lot line
Driller Distance to lot line PERMIT NO.
foundation Sewer line Septic tank Absorption area(s)
OTHER
PIPE MATERIALS
SOIL TEST RATING
INSTALLER
REMARKS
J
APPROVED ~ .. ~ DATE
8:RB 196
~H. 694-~979
72-013 (Rev. 3/78)
DEPAF(TMENT OF HEAL.]'H AND ENVIRONMENTAL. PROTE[.3TION
82.:'.5 L. STREET, ANCHORAGE., AK 99501
264-4720
(]N--"'S I "FE~- SEWER F'ERM I ]'
PERM I'T' N[):
I)ATI'~: ISSUED:
850554
08/3(}/85
APPL I CANT
ADDRESS:
CONTACT PHONE:
CCC CONST.
% S&S ENGINEERING
EAGLE RIVER, AK 99577
694-2979
LEGAL. DESCRIP: SUBDIVISION: COTTONWOOD HT8. LOT: 14 BLOCK: 1
SECTION: 29 TOWNSHIP: I5N RANGE: 1W
L, DT SI~ZE: 1..-~SA (SQ, F'T'. OR ACRES)
MAX BEDROOMS: 4
Listed below are the options available to you in designing your septic
system. Choose the option that best ~its your site.
DEPTH TO PIPE BO'T'TDM (FT.)
GRAVEL 'DEPTH (F'¥.)
TOTAl,.. DEPTH (FT. )
GRAVEl,.. WIDTH (FT.)
GRAVEL LENGTH (FT. )
GRAVEL.. VOLUME ((.",L~. YDS. )
'T'ANK SIZE (GALS)
SOIL RATING (SQ.FT, /BR)
TRENCH BE-_-D W . DF~:A I N
4.0 4.5 4.0
7.0 0.5 3.5
11,0 5.0 7.5
~.5 ~0.0 5.0
36.0 38, 0 54.0
2!5, 0 .28.2 4.0.0
1,250.0 ** 1,~-~50.0 ** 1.,250.0 **
1~.5 125 1~5
'TANK MUST HAVE AT LEAST TWD COMPARTMENTS
I c:er'tiEy that:
1. I am .~'amilzar with the requirements ~or on-site sewers and wells as; set.
£orth by the Municipa(lity oE Anchorage (MOA) and the ~tate oF Alaska.
2. I will install the system in accordance with all MOA codes and regulations,
and in compliance with the design criteria o~ this permit.
3. I will adhere to all MOA and State' of Alaska requirements ~or the set. back
distances ~'rom any existing well, wastewater disposal system or public
sewerage system on this or any adjacent, or nearby lot.
4. I understand that this permit is valid ~or a maximum oF 4 bedrooms and
any enlargement, will require an additional permit.
IF A LIFT STATION IS INSTALLED IN AN AREA COVERED BY MOA BUlL, DING CODES,
THEN (1) AN ELECTRICAL PERMIT AND INSPECTION MUST BE OBTAINED; (2) AS-BUIL. TS
WIL. L NGT BE APPROVED WITHOUT AN ELECTRICAL INSPECTION REPORT; AND (.3) THE
ELECTRICAL WORK MUS'F BE DONE BY A LICENSED ELECTRICIAN.
SIGNED ~~_~__~~ DATE: ..... ~~.~__..~ ....
AF:'PL. I (JAN'1': [~]N~I"~ ' / ~ ~
PERFORMED FOR:
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
DA'~I~ PERF~
LEGAL DESCRIPTION: L..-
8
9
10
11
12
13
14
"-' '~15
16
17
18
19
20
1
2
3
4
5
6
7
Township, Range, Section: 'T"F-i~'O' ~
SLOPE
WAS GROUND WATER
ENCOUNTERED?
S
IF YES, AT WHAT f~"' ~)
DEPTH? p
E
Depth t0 Water After
Monitoring? Date:
Gross Net Depth to Net
Reading Date Time Time Water Drop
I
PERCOLATION RATE (minutes/inch) PERC HOLE DIAMETER
TEST RUN, BETWEEN __ FT AND __ FT
COMMENTS ".
PERFORMED B~' ~t~' ~'1~ ~ '~ ~ ~~ CERTIFY THAT TH~ TEST W~S PERFORMED IN
ACCORDANCE'WITH AL~CiPAL GUIDELIN~ I~ EFFECT ON THIS DATE. DATE:
72-008 (Rev, 4/85)
GRE"ER ANCHORAGE AREA BOr'"UGH
Department of Environmental Quality
3330 C Street
Anchorage, Alaska 99503
INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM
SEPTIC TANK:
DISTANCE
FROM WELL /~7'
INSIDE LENGTH
MANUFACTURER 5/~b/C ~/~.~t... MATERIAL
INSIDE WIDTH LIQUID DEPTH_
NUMBER OF
COMPARTMENTS '2...- ,
.LIQUID CAPACITY /~ GALLONS.
SEEPAGE PIT:
NUMBER OF PITS /
~ !
DIAMETER ~//~ OR WIDTH
LENGTH , DEPTH
LINING MATERIAL Z~
BUILDING FOUNDATION ~'~ ~'
CRIB SIZE: DIAMETER ~__~___DEPTH ~ DISTANCE FROM: WELL
TOTAL EFFECTIVE
NEAREST LOT LINE_ ABSORPTION AREA (WALL AREA) --~)¢/ SQ. FT.
ADDITIONAL ABSORPTION
WELL:
BUILDING
FOUNDATION __
CESSPOOL
APPROVED
CONSTRUCTION
NEAREST ,.~1' NEAREST
, LOT LINE , SEWER LINE
, OTHER SOURCES
DISAPPROVED REMARKS
DEPTH DISTANCE FROM:
SEPTIC /~7~ SEEPAGE /~-~
, TANK , SYSTEM
DIAGRAM Of SYSTEM
INSTALLED BY:
PIPE MATERIAL:
LOT SLOPE:
REMARKS:
Form No. LQ-031
// G.A.A.B.
GREATEr ANCHORAGE ArEa BOROUgh
DEPARTMENT OF ENVIRONMENTAL QUALITY
3330 "C" STREET ANCHORAGE, ALASKA 99503
TELEPHONE 274-4561
PERMIT NO.
SEWAGE DISPOSAL SYSTEM- APPMGATION AND PERMI~///~/~.?~
INSTALLATION LOCATION
INSTALLATION OF: SEPTIC TANK ~ SEEPAGE PIT ~ , DRAIN FIELD
./2
FINANCED THROUGH
SOIL TEST RESULTS
OTHER
c~7~~ /S''~')'~OTE: THIS PERMIT IS NOT VALID WITHOUT SOIL TEST
COMPLETION DATE ANTICIPATED
FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE
DEPARTMENT OF ENVIRONMENTAL QUALITY AUTHORITY WILL BE SUBJECT TO PROSECUTION.
TYPE
MINIMUM DISTANCES, REQUIREMENTS
FOUNDATION TO SEPTIC TANK
FOUNDATION TO SEEPAGE PIT ~.~.'~--~ f , DRAIN FIELD
SEPTIC TANK TO SEEPAGE PIT WALL
SEPTIC TANK ~C--/i , SEEPAGE PIT
TO NEAREST LOT LINE.
WELL TO SEPTIC TANK
DRAIN FIELD
WATER MAIN TO SEPTIC TANK
DRAIN FIELD
SEPTIC TANK, //~O'~, SEEPAGE PIT TO RIVER, LAKE STREAM,
DRAIN FIELD
SEEPAGE PIT
ALSO CONSIDER AREA WELLS.
SEEPAGE PIT
CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF
EXCAVATION 5 FEET INTO UNDISTURBED SOIL.
4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE Pit
FITTED WITH AIRTIGHT REMOVABLE CAPS.
DIAGRAM OF SYSTEM
GRAVEL BACKFILL
CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION.
SED DESIGNER
I CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28-68 AND THAT THE ABOVE
DESCRIBED SYSTEM IS IN ACCORDANCE WITH SAID CODE. /~ ~
FORM NO. EQ-01 6
GREATER ANCHORAGE AREA BOROUGH
DEPARTMENT OF ENVIRONMENTAL QUALITY
3330 "C" Street
ANCHORAGE, ALASKA 99503
Case #
Performed For ~---c~/. ~'mt-oor,,0 P_. Dated Performed_ .~.//2"/~ ~
Legal Description: Lot r__L_q___Block ! Subdivision [o?~-o~cooo~
This Form Reports Soils Log ? Percolation Test__
- Soil Test Must Be Logged To 4' Below Proposed Seepage System -
Depth
Feet
Soil Characteristics
2w
10w
11--
12--
13--
I I
Was Ground Water Encountered?
If Yes, At What Depth?
Itc)
-'iI
Reading Date Gross Time
Net Ti me
Depth to H20
Net Drop
Percolation Rate Minute
Proposed Installation: Seepage Pit Drain Field
Depth of Inlet Depth to Bottom of Pit or Trenc~
COMMENTS:
Date Certified BY:
Date:
APPLIC'~NT FILLS OUT UPPER HA' ' ONLy
Prop,rty Owner .~.~?ri~..~-~. ¥ ~~~ ~~'~ Phone
Buyer Malling'Addre. ~, t~W~¢ ~ F~ _ . i , . . . , / . ~ .
Address
' ' ' ~ ~ Phone
Realty Co. & A~nt
-~ Zip Code
Address
Type of Resi~nce
~Slngle Family
~ Multiple Family No. of Bedrooms
~ Other
Water Supply / 7~
~ndtvi~ual A~ACH WELL LOG, A w~l log is required for all wells drilled since June 1975.
~-~ Cemmunity For wells drilled prior to that date, give well depth (attach log if available).
~ Public Utility
Sewer Disposal
~dividual Year Individual Installed: ~.~;~
' ~ P~blic Utility When Connected to Public Utility:
~ Holding Tank
NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH RE.EST BEFORE ~OCESSING CAN BE INITIATED,
Time ~ Time [ Time Time
Date Date Date Dataval ~
Inspector Inspector Inspector Inspector
Field Notes: ~.~. ~.... ~.
/.~;I APPBOVED BEDROOMS 'CONDiTiONS OF APPROVAL
( )DISAPPROVED
( ) CONDITIONAL APPROVAL*
•
� ' Municipality of Anchorage ` a°
• _ On-Site Water&Wastewater Program 4'o ;, 2
\ (907)343-7904 8 9
S E T Y
cr � s 4 -1,3 ..
CERTIFICATE OF ON—SITE SYSTEMS A"- O AL. ` ''
Da -
ti
• I -J
91
Parcel I.D. 051-431-30 Expiration -...rt- 1
�isai.—
1. GENERAL INFORMATION
Complete legal description COTTONWOOD HEIGHTS SID;BLOCK 1, LOT 14
Location (site address) 20144 LAUGHLIN STREET, CHUGIAK,AK 99567
Current Property owner(s) MARK&BETTY WARREN Day phone (813) 917-1415
Mailing address P.O. BOX 62,SLEETMUTE,AK 99668
Real Estate Agent Day phone
2. TYPE OF DWELLING:
II Single Family (w/wo ADU)
❑ Duplex
❑ Multiple Dwellings (Single Family and/or Duplex)
3. NUMBER OF BEDROOMS: 4 (HOUSE IS CURRENTLY ONLY 3 BEDROOMS)
4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL:
Individual Well I Individual On-site II
Individual Water Storage ❑ Individual Holding tank ❑
Community Class Well ❑ Community On-site ❑
Public Water System ❑ Public Sewer ❑
WaiverNartance request for N/A Distance: -
Received by: /4 Date: /z/40 F
COSA to be released to the engineer,unless otherwise requested by the engineer.
COSA Fee$ 520 Waiver Fee$
Date of Payment t g-!anf it Date of Payment
Receipt Number 065 Receipt Number
COSA# (Y)U 7IIPCN Waiver#
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 ,,//
g JEFFREY A. GARNESS, P.E. I Z 1 J '� 4.7
7
Engineer's Printed Name Date
Engineer's Comments:
In conducting this evaluation,GEG provided an engineering evaluation of the well and/or septic system in accordance with the ���iiki\\%..1
guidelines and regulations established by the Municipality of Anchorage and industry practices.The reported results describe the .44.. OF *4,
condition of the system's on the date/s of the evaluation.Separation distances were measured to readily identifiable features. �� .\�`,.•••••• h.
Hidden defects or encroachments may exist that were not identified during the evaluation.The operational fife of all wells and septic q .♦
systems depend on a variety of variables including,but not limited to,soil conditions,groundwater levels(that may fluctuate during • `) •
the year),quality of construction(materials and worlonanship),and the water usage of the family utilizing the system's.These fit *; A I. i\ * t
conditions can vary,and are outside the control of GEG.Satisfactory test results do not guarantee future performance of the ■ . 1
systems;therefore,GEG makes no warranty(express or implied)regarding the future performance of the well or septic system.
GEG makes no representation whether an alternative well or septic system can be installed on the property in the event either of the %. ,,?` . •, ,,,, M. ,,,,,, ,�
current systems fait.The content of this report is for the sole benefit of the person/party who retained GEG.Reliance upon the e . Ga ss : W I
information provided in this report by any other person or party,including but not limited to subsequent properly purchasers,is not ♦ % 11 1 ,_'
authorized.In short,GEG disavows any legal duty to anyone other than the person/party who paid for this report. �• f�.,p / CE-79 3 c\so
6. DSD SIGNATURE LICENSE/11fa�OFES
�.
01
le{ #AECC884 \\sss.
Y System#1 Approved for bedrooms.
System#2 Approved for bedrooms.
•
Disapproved. ,
Conditional approval for bedrooms, with the following stip4tionsn-SITE ^(I
-- WATER AND .1`
WASTEWATER c,
1-1
PROGRAM U
By` `, �,` Original Certificate Date: (7-- Zl H 8
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 engineer's work.
7. ATTCHMENTS: .
COSA Checklist .(' Nitrate Advisory ,
Septic System Advisory `
Arsenic Advisory
Well Flow Advisory Other = - •
(Rev.10/12112)
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: COTTONWOOD HEIGHTS S/D; BLOCK 1, LOT 14 Parcel ID: 051-431-30
A. WELL DATA *PER 1983 HAA.
Well type PRIVATE If A, B, or C provide PWSID# N/A Well Log (Y/N) NO
Date completed *BEFORE"74" Sanitary seal (Y/N) YES Wires properly protected (Y/N) YES
Total depth *145 ft. Cased to U.K. ft. Casing height (above ground) 18+ in.
FROM WELL LOG AT INSPECTION
Date of test 11/5/2018
Static water level .��� ft. 96.6 ft.
Well production g.p.m. 3.1+ g.p.m.
WATER SAMPLE RESULTS:
Coliform NEG colonies/100 ml. Nitrate 8.83 mg./L. Collected by: GEG, Ltd.
Arsenic: <5.0 ug./L. Date of sample: 11/2/2018
B. SEPTIC/HOLDING TANK DATA INSTALLED DOUBLE CLEANOUTS PRIOR TO NEW SEPTIC TANK.
APPROVED DURING CONSTRUCTION PER PHONE CONVERSATION WITH
DEB WOCKENFUSS WITH THE MOA ONSITE DEPARTMENT ON 11/27/2018
Tank Type/Material SEPTIC/STEEL Date installed 11/27/2018
Tank size 1250 gal. Number of Compartments 2 Cleanouts (Y/N) YES
Foundation cleanout(Y/N)`YES Depression over tank (Y/N) NO High water alarm (Y/N) NO
Date of pumping NEW Pumper -
C. ABSORPTION FIELD DATA BELOW EXISTING GRADE
"HOUSE CURRENTLY ONLY HAS 3 BEDROOMS PER OWNER (SEE HOMEOWNER QUESTIONNAIRE)
Date installed 9/2/1985 Soil rating (g.p.d./ft2or t/bdrmr 125 System type DEEP TRENCH
Length 56 ft. Width 3 ft. Gravel below pipe 7 ft.
Total depth *11.6+ ft. Eff. absorption area 784 ft2 Monitoring tube YES Depression over field NO
Date of adequacy test 11/5/2018 Results (Pass/Fail) PASS For **4 bedrooms
Fluid depth in absorption field before test 0 in. Water added 814 gal. New depth 4 in.
Elapsed Time: 195 min. Final fluid depth 0 in. Absorption rate >= 600+ g.p.d.
Any rejuvenation treatment(past 12 mo.) (Y/N &type) ***NO If yes, give date -
***SEE HOMEOWNER QUESTIONNAIRE
D. LIFT STATION
Date ins a -• Size in gallons Manhole/Access Y
"Pump on" level at in. "Pump off' I- - . . Hi•h water alarm level at in.
Da •• Cycles tested Meets alarm & circuit require - - - .
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 1004 On adjacent lots 100'+
Public sewer main 75'+ Public sewer manhole/cleanout 100'+
Sewer/septic service line 25'+ Holding tank 75'+
NONE
Animal containment areas 50'+ Manure/animal excrete storage areas OBSERVED
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO:
Building foundation 10'+ Property line 5'± Absorption field 5'+
Water main 10'+ Water service line 10'+ Surface water 1004
Wells on adjacent lots 100'+
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
Property line `8' Building foundation 104 Water main 10'+
Water service line 10'+ Surface water 100'+ Driveway, parking/vehicle storage 10'+
Curtain drain NONE KNOWN Wells on adjacent lots 100'+
F. COMMENTS
*LOT LINE WAIVER GRANTED (SEE WAIVER#OSV181094)
44-
isoo,sits11:1 i i•4 4.
G. ENGINEER'S CERTIFICATION �4-P,.•''' C .. ♦
I certify that I have determined through field inspections and ( S ''' f/ '
%
review of Municipal records that the above systems are in • •
conformance with MOA COSA guidelines in effect on this i7:;1 •tE:
date. ♦ f ,y A.Ga ess o 4v:
•
Engineer's Printed Name JEFFREY A. GARNESS ♦♦♦S�� CE-7953 ••:,S)a
I V 41i7
Date 12-1 X 11_
.•<<4.:***
4 PROFESS\Cfr 4•
•
LICENSE ,41111‘„`��4�
#AECC884
(Rev. 10/12/12)
MUNICIPALITY OF ANCHORAGE
DEVELOPMENT SERVICES DEPARTMENT • 907-343-7904
On-Site Water and Wastewater Section Fax: 343-7997
www.muni.org/onsite
Nitrate Advisory
Certificate of On-Site Systems Approval # 0SC181648
Subdivision: Cottonwood Heights, Block: 1, Lot: 14
A water sample revealed a nitrate concentration of 8.83 milligrams per liter (mg/L).
The Environmental Protection Agency (EPA) has established a maximum
contaminant level (MCL) of 10.0 mg/L for public drinking water systems. While
private wells are not subject to this regulation, EPA standards are based on existing
health information and can therefore be used to gauge the relative quality of water
from private wells. Please see the attached "Nitrate Fact Sheet" for important
information regarding nitrate.
This advisory must be attached to all copies of the subject Certificate of On-Site
Systems Approval.
Mailing Address: P.0. Box 196650 *Anchorage,Alaska 99519-6650 *www.muni.org
Nitrate Fact Sheet
From Northern Testing Laboratories, Inc.
Nitrate is a negatively charged compound of nitrogen and oxygen, which is very soluble in water. Nitrate
is not readily filtered or otherwise removed in the soil and can pass rapidly into ground water wells.
SOURCE: Nitrate is a major component of fertilizer and wastewater. Often the nitrate is in the form of
ammonia or protein first, which through contact with oxygen and certain bacteria, converts to the
oxidized form known as nitrate. Sources of nitrate from wastewater include urea, ammonia cleaners,
food solids,and bacterial cells. It may also result from the breakdown of organic matter buried in the soil.
TOXICITY: Nitrate is generally not toxic to adults or children over the age of two or three years, but is
associated with a potentially fatal infant disease called methemoglobinemia. In the digestive system of
young children, nitrate converts to nitrite, which can pass through the intestinal wall into the blood
stream. There it combines with the hemoglobin and interferes with the ability of the blood to carry
oxygen. For this reason, methemoglobinemia is referred to as "blue baby" disease. The EPA limits the
concentration of nitrate in public drinking water supplies to 10 mg/L. The standard has been lowered
from a previous level of 45 mg/L set by the US Public Health Service and the World Health Organization.
TREATMENT: due to its solubility in water and negative ionic charge, filtration and other common home
water treatment systems such as softening or iron filtration does not readily remove nitrate. The best
method for limiting nitrate in well water is source control. This can include avoiding overdosing of
fertilizer near the well and maintaining good separation distances between septic tank leach fields and
the well. A special anion exchange filter that contains a media with a strong affinity for negatively charged
ions in water, or by a reverse osmosis treatment system or distillation can remove nitrate.
TESTING: Nitrate analysis is usually done by one of the several "wet chemical" methods using a
spectrophotometer to read the final color endpoint. Specific ion electrodes also can be used to detect
the activity of nitrate in water. This laboratory uses several different wet chemical methods approved
under the public water supply laboratory certification program. They also have test kits available, which
the laboratory uses to perform an inexpensive "screening test", and with which the homeowner can
monitor the change in nitrate levels from their well. They recommend comparing the test kit results
against a certified analysis from the lab occasionally to verify the accuracy of the kit. We recommend
using a specially prepared bottle that has been rinsed in hydrochloric acid for collecting samples.
Mailing Address:P.O. Box 196650*Anchorage,Alaska 99519-6650*www.muni.org
—
— LAUGHLIN STREET 4.
—
LEGEND
BASIS OF BEARINGS "S89'59'38E(M)(R) FOUND REBAR\ `1 184.94'(M) 185.00(R) j
— o
GARAGE ON e__ ® SEPTIC VENT
LOT 13 CONCRETE FOUNDATION 19.4' ® CLEAN OUT
LUMBER , WELL
RETAINING WALL
;'�ti °I : 50.8' ..
•
GAS METER
. i SEE
20'X13' `+
• NOTE 2 A ELECTRIC METER
"CAR CANOPY : '\Yips/ UTILITY POST
® (SEE NOTE 3) ' '' GUY WIRE
��
V STAIRS
88 DETAIL (TYP) (R) RECORD PER PLAT 71-291
j ..
rn rn A t 1.• TERRACE-STYLE (M) MEASURED
N N l_—' h';. .. LANDSCAPING (C) COMPUTED
R8 �� j.': i LOT 14 � —oi.«,— OVERHEAD UTILITY
h �� •
o ib
.. 9 54,874 S.F.(M) ce
Q o \ `N .•k":•.Y-'1.. 1.26 AC.(R)(C) .-o ROOF OVERHANG
zz , �o
rn rn � GRAVEL DRIVEWAY
43., ams 0' 4.6'X7.0' ENCLOSED N N '� \��
�����
i ENTRY PORCH 3 3 WOOD DECK
N o .• ..' CONCRETE PAD
1-STORY BI-LEVEL HOUSE Q Q
ON CONCRETE FOUNDATION o o -M-__--
z z r ;
• 8'X8' GREENHOUSE I
NOT ON FOUNDATIONei
132'7 ,r PLAYGROUND
®
SEE
NOTE 4
LOT15 I
g 010' UTILITY EASEMENT
• S89'49'18"W 184.95'(C) LOT
589'59'38"E 185.00'(R) LOT 12 /' 19 �._.____�� Q
/LOT o DETAIL A
�---- 11 c25 0 50 NOTES SCALE: 1" = 10'
enCiAG)
GRAPHIC SCALE nn
1" = 50' 1. EASEMENTS OF RECORD, OTHER THAN THOSE SHOWN ON THE RECORDED PLAT, Q
ARE NOT SHOWN HEREON.
2. 14.7' X 10.6' STORAGE SHED NOT ON FOUNDATION. SITS ON CONCRETE BLOCKS.
3 ?ER CLIENT, CAR CANOPY IS TO BE MOVED DURING SUMMER OF 2019. g2
'QF"A�q`ll 4. REBAR FOUND IN BAD CONDITION. HELD RECORD. DO
' \Qt.•• •••sf• it 5. DECEMBER 4, 2018 SURVEY: SURVEYED NEW SEPTIC SYSTEM TUBES. 04
e,-- r (THIS DRAWING REPRESENTS A MORTGAGE LOCATION SURVEY PREPARED IN
/ ACCORDANCE WITH THE ASPLS MORTGAGE LOCATION SURVEY STANDARDS.
r cin '. FRANK R. BELL THIS MORTGAGE LOCATION (AS—BUILT) SURVEY IS A REPRESENTATION OF THE
r 45,'',1,,:.. N0. 3252-S c1?j CONDITIONS THAT WERE FOUND AT THE TIME THE LOCATION SURVEY WAS
ti F9 •, NO. 32,2-S ,•'S,k, PERFORMED AND DOES NOT CONSTITUTE A BOUNDARY SURVEY AND IS SUBJECT
TO ANY INACCURACIES THAT A SUBSEQUENT BOUNDARY SURVEY MAY DISCLOSE.
t,\�p9OPPSSIONAL\''a-" ' INFORMATION CONTAINED HEREON SHALL NOT BE USED TO ESTABLISH ANY FENCE,
�\N`�,•' STRUCTURE, OR OTHER IMPROVEMENTS
UNLESS , THE
EXTENT
I HEREBY CERTIFY THAT AN PREPARERRSSS SHALLEGENCE BEI LIMITEDSTOI THEVEREDAMOUNT OFLIFAEESTY COLLECT DOF FORHSERVICES
ACCURATE SURVEY OF THE �N PREPARATION OF THIS PRODUCT.
FOLLOWING DESCRIBED PROPERTY;
COTTONWOOD HEIGHTS SUBDIVISION engineers L14 B1 COTTONWOOD HEIGHTS SUBDIVISION
BLOCK 1 LOT 14 surveyors AS-BUILT SURVEY
WAS MADE ON 11-06-18 & 12-04-18
AND THAT THE IMPROVEMENTS SITUATED PREPARED FOR:
THEREON ARE WITHIN THE PROPERTY SHANE DENNY
LINES AND DO NOT OVERLAP OR
ENCROACH ON THE PROPERTY LYING DRAWN BY: WEM FLD BK:
ADJACENT TO THE PREMISES IN CHECKED BY: VFS FRBA18-03
QUESTION AND THAT THERE ARE NO 801 W. FIREWEED LN. #201 JOB NO.: MOA GRID:
ROADWAYS, TRANSMISSION LINES OR ANCHORAGE, AK 99503 2018-2577.01 NW 0756
OTHER VISIBLE EASEMENTS ON SAID t (907)274-5257 SCALE:
`PROPERTY EXCEPT AS INDICATED HEREON. AS SHOWN DATE: 12/04/2018